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CDP 2021-0014; CATALANO ADU; Administrative Determination
STORM WATER POLLUTION PREVENTION NOTES 1. All necessary equipment and materials shall be available on site to facilitate rapid installation of erosion and sediment control BMP's when rain is eminent. 2. The owner / contractor shall restore all erosion control devices to working order to the satisfaction of the city inspector after each run-off producing rainfall. 3. The owner/ contractor shall install additional erosion control measures as may be required by the city inspector due to incomplete grading operations or unforeseen circumstances which may arise. 4. All removable protective devices shall be in place at the end of each working day when the five (5) day rain probability forecast exceeds forty percent (40%). silt and other debris shall be removed after each rainfall. 5. All gravel bags shall contain 3/4 inch minimum aggregate. 6. Adequate erosion and sediment control and perimeter protection best management practice measures must be installed and maintained. 7. The city inspector shall have the authority to alter this plan during or before construction as needed to ensure compliance with city storm water quality regulations. BMP LEGEND DIRECTION OF LOT DRAINAGE -----;;'" -----;;'" MATERIALS & WASTE MANAGEMENT BMPs: § MATERIAL DELIVERY & STORAGE ! WM-2 1 MATERIAL USE ~ STOCKPILE MANAGEMENT j WM-4. SPILL PREVENTION AND CONTROL § SOLID WASTE MANAGEMENT j WM-6 . HAZARDOUS WASTE MANAGEMENT § CONCRETE WASTE MANAGEMENT fu SANITARY WASTE MANAGEMENT TEMPORARY RUNOFF CONTROL BMPs: j SE-5 j FIBER ROLLS --FR--FR-- Liiii: STABILIZED CONSTRUCTION INGRESS I EGRESS PERVIOUS AREA TABULATION Existing Lot Area = 17,300 Sq. Ft. 6,581 Sq. Ft. Total Impervious Areas= Net Pervious Areas = 10,719 Sq. Ft. ( 62 % of lot area) NO GRADING IS PROPOSED FOR THIS PROJECT. NEW ADDITION AREA WILL BE LOCATED ENTIRELY ON NATIVE/ UNDISTURBED SOIL & (E) SLOPES. NO WORK WILL BE PERFORMED IN THE RIGHT OF WAY. SOILS NOTE The structure(s) will be located entirely on undisturbed native soil. -++--b~~--,'f---~Agent If the Building Inspector suspects fill, expansive soils or any geologic instability based upon observation of the foundation excavation, a soils or geological report, and resubmittal of plans to plan check to verify that report recommendations have been incorporated, may be required. SITE NOTE: "ALL STORM WATER RUNOFF FROM PROPOSED AND/ OR REPLACED IMPERVIOUS AREAS SHALL BE ROUTED TO PERVIOUS SURFACES OR LANDSCAPING PRIOR TO REACHING THE PUBLIC DRAIN SYSTEM." NOTE: FOR ELECTRICAL SYMBOL LEGEND SEE SHEET A-4 AND FOR GENERAL ELETRICAL NOTES SEE SHEET A-1-1 ADJACENT SINGLE FAMILY RESIDENCE (TYF.) Catalano Residence ADU Addition 4977 Via Marta, Carlsbad, CA 92008 I \ IAPN: 207-333-02-00 I o,----A . ------~ ........_ ...__., ------" -----"' \ IAPN: 207-333-04-00 I 3' --------~\ \ \ .,,: \ 3A .B __. ------\. 31::;)-~----< -_ --..--: \ IEJ SLOPE--\ I -"" '6 -------I"'-'1-~~ \ \ \:, \ \\ \ IAPN: 207-333-10-00 I I I I I ' ·o -,.,,,,, -----(j) I ,~ \ I -·o -\ .------cf..-: ~ 0e ·o -' \ ---5t10N -.\ ..__rEJ i 5" ~1. I ' \ \ -1 ' \ , _ ~-1. ---,, 5\vt 1-KEYSTONE WALL----. \ \ Q _ 1' ____-. \ ~ _ -, , 'IJII•'· ~ / N, S-AA -------- \ \ ----,,-~~ __./ _1%M.IN. \ ,-\ \ \ ------\ \ __ ---I IE) LAWN SLOPE ~ 1 .7'! 1 1 \1.........- \ " ---I "' "'1"· r~:::::::====.Tr--· 1 1 \"" 1 1 11 -W-M--2~W-M--s'"'( _· ~....---:(] °' ,q,o?"'-IE) DOWN-✓ PAD· I \ o/1 \ \ -::. r ~ ·. --r:; -, --sD SPOUT (TYf'.) • \l':;, I \j) \ \ \ ':'., WM-3 WM-61' . . \ {!} -0.5 ft. ELEV. 9, i \ 0, \ \ l"'- WM-4 WM-8 I ,,r---,,..._ I !}f I\ ·•· PROPOSED "' Z-\ \'?, \ I I--W-M--9-+-W-M--14 / rT7 ·• Iii ._· . (E) CONC. · _• (NI D .. -OWNSPOUT \I\ y \_. 1 ~~-,r"t---l.':· u O I PATIO 667 s.F. i----r==FR--... ., : _ 7 ,,z 1 • / / . !k: /35,. IQ•'-,___ 1 ATTACHED ADU ~r-----.. I ·. I 1 3Z '\O' \ . o I 1 ?f/_· __ • ,;.1>1 ---,, 551 SQ FT .. '\' 1 ,X.F.\ ... -.. 1 ·~, 1 i 3~1 \ IAPN: 207-333-05-00 I ~ '1/1 ti;_ ~~o?. t · · · (E) GARAGE 1,780 SQ FT (E) SINGLE lbi-rGit•/ .~11(1 ~LO~E\ I\ 1\ I . ·' 1. DATUM· FAMILY RESIDENCE .0 0 ft FF.. ,-\,\, 1 1 \ i 20-_ o-f;; I _ . _ 0 0 ft F -F ENTRY I <. . • · ·:·r .:·i;,--~\ 1 \ 1 / . cZ:... I ··~. · · · · c:" ... 1 ri 1 ··• I (El I 5' HI. I \ I ·.. · T' = · ✓ r I = · \ KEYSToN• WALL APPROX. LOCATION I I\ .. . · i 1 .. I, .· 1 ··.;;·• .. ''" ·. . \ j · " 1, \ OF (E/ CLEAN-OUT / / I/ . . . -.. ' . -1...::r~ · .. 11, . f'J !I\\ \ \ I 1 ~ r i, . . G\ / I I '-G" MIN. SIDE SETBACK /4 .••/t.'\' i} cj i,._ 1 \ \ \ IE) CON~ DRIVEWAY / r----{ \ 1. '--' -I% MIN. _' I -'% MIN. 1"\·\ .!;!iL•' : 'WJ SE-5 \ I I I I \ \ SLOPE -I SLO~E . FR " V \ \II I\ \ I ! / f ~~ FL~ I 58 .. 40' / b \ \ \ \ \ I I 1 1 r ---------(E)CONC.WALK -(~CONi::°PATIO/--:-~-1,0' "'\_ ~ ~ ;,, i, / (E) GAS METER IN) DOWNSPOUT Q ' ·o ·o I I I I Q \" I j r--,__ -• 1 (E) U/G ELEC. SERVICE (E) WOOD FENCE (N) DOWNSPOUT 0 / (EJ SEWER LAI "RA-METER< PANEL ' \ o ::; ; l /:;o. ~ ;;~ I // I \ I " --------------\ ;a:! /11 .\ / / / \"( // a: ' \ • ...__ __ / z, l I I ·O• 0-. I ! _·. I '1 -/I / / ! IAPN, 207333-08-00 I ;\ ' II,, : ;\I' /1 ti . . -...__ - ( AD.JA.CENT SINGLE FAMILY RESIDENCE (IYP.J ,----;-·--·1 I . ------ I "--;j I "/ I I I ~I IE) CONC. DRIVEWAY ~-I I ~ I I I , 11 1 I I I ii: I '1 I + 12 -0'~---+',~-PL~ 32.70 PROVIDE GRAVEL BAGS /·-/ \ (EJ 'f/ATEK TO PROTECT NEAREST / --· .1 ··· ~ SE,;'✓ICE METER STORM INLETS TO EACH 1 _ -/ \ SIDE OF PROTERTYA I i ~ I .. / , ''.Tl ' / I \...J (EJ CONC. SIDEWALK o I , \ IE) CURB < GUTTER 2. Surface water will drain away from building. The grade shall fall a minimum of 6" within the first 1 O feet. w (T. <l} ~ )/i,I / ~r-u q (EJ CURB CUT I.._______ (EJ SEWER LATERAL ,-..z__.,, (5G' R.O.W.J _,,__.,....__ -------- V \ A MARTA 3. All property lines real or assumed, easements and buildings both existing and proposed, are shown on this site plan. 4. Storm water runoff from proposed impervious areas will be routed to landscape areas or planter boxes, prior to reaching the public drain system. 5. Downspouts shall disconnect and discharge over landscape areas. E Q ~ (E) ACCESS EASEMENT SITE PLAN 1" = 20'-011 NOTE; ALL PROPERTY LINES, REAL OR ASSUMED, EASEMENTS, AND BUILDINGS, BOTH EXISTING AND PROPOSED, ARE SHOWN ON THE SITE PLAN NOTE, CONTRACTOR SHALL SUBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN TO THE JURISDICTION AGENCY THAT REGULATES WASTE MANAGEMENT, PER CGC 4.408.2. NOTE: FIRE SPRINKLERS NOT REQUIRED DUE TO ATTACHED MAIN HOUSE NOT HAVING FIRE SPRINKLERS NOTE, PRIOR TO FINAL INSPECTION THE LICENSED CONTRACTOR, ARCHITECT OR ENGINEER IN RESPONSIBLE CHARGE OF THE OVERALL CONSTRUCTION MUST PROVIDE TO THE BUILDING DEPARTMENT OFFICIAL WRITTEN VERIFICATION THAT ALL APPLICABLE PROVISIONS FROM THE GREEN BUILDING STANDARDS CODE HAVE BEEN IMPLEMENTED AS PART OF THE CONSTRUCTION. I SHEET INDEX SHEET DESCRIPTION A-1 Site Plan, Sheet Index, Project Summary, Vicinity Map A-1-1 General Notes A-1-2 Title 24 -CF1 R-PRF-01 E A-1-3 Mandatory Measures A-2 Existing/ Demolition Floor Plan A-3 Proposed Floor Plan & Roof Plan A-4 Proposed Exterior Elevations, Details & Schedules S-1 Structural General Notes S-2 Structural Foundation Plan and Roof Framing Plan S-3 : Structural Details S-4 I Structural Details SS1 i Standard Structural Details PROJECT SUMMARY BUILDING AREA TABULATION Existing First Floor = Existing Garage = Total (E) Building Area = Proposed Attached ADU = Total (N) Building Area Lot Coverage = 40% Max. ·. Existing Lot Coverage= 13.8% Proposed Lot Coverage ,; 1 7 .1 % ~---Legal Zone ,___ ------,.c_:--R~1 Construction Type = V-B Occupancy = R-3 & U Year of Construction = 1976 (E) Sprinklers= NO SCOPE OF WORK 1,843 S.F. 552 S.F. 2,395 S.F. 667 S.F. 3,062 S.F. This project consists of 671 s,f. attached ADU. APPLICABLE CODES PROJECT DATA ZONING INFORMATION APN = 207-333-0S-OO Lot No. = 102 Block No. = ... Map No. = TR 73-45 Lot Size = 17,300 S.F. SETBACKS Front Yard = 20'-O' Rear Yard = 23'-0' Interior Side Yard = 1 1 '-G" Street Side Yard = NIA · . __ PROJECT TEAM ·-OWNER: Nino & Tip Catalano 4977 Via·Marta, Carlsbad, CA 92008 -· --·"'--, CONTRACTOR: Jesse Cumpian 12565 Caminita Mir Del Mar, San Diego, CA 92130 ENGINEER: Evan A. Coles SolidForm Engineering #C-77258 evan@solidformseng.com 858-376-7734 The design is according to the 2019 California Residential Code and, when applicable, the 2019 California Building Code. This project shall comply with the following codes: 2019 California Residential Code 2019 California Green Building Code 2019 California Plumbing Code 2019 California Building Code 2019 California Electrical Code 2019 California Mechanical Code 2019 California Building Energy Efficiency Standards 2019 California Fire Code VICINITY MAP Cot.:ntry Wine & Spirits Carfsbad w,nesto,,. [fTI Ci:lrrillo Pottery Pcitlery ~m,c 4977 Via Marta, Carlsbad, CA 92130 -- El ' CITY OF CARLSBAD,1c, . Administrative Permit mi~o ~e~; ---· -~' ', """iA 'Case N~; i j) P dL'd\ -00) l.f . - r-~977 Via Mart,. " __ \_ ._ Ci-rs.bad, CA 92008 .q, r.rpt.•f,,;c:-.-i.--.- -....i Little 'f:ree _library #6766 I REVISIONS BY 6 6 6 ~ ---jl- PROJECT DESIGNER Jesse Cumpion a.. co ~ >, -C (.) > " >, .... co E E :::I Cl) -(.) <l.l -~ 0 ,._ co Q.. 0 0 0 C: (\J X a, cu <{ <l.l u u cu C -+-' ""O -cu rn -.0 <l.l 0 U) -;:: <l.l rn ..c 0 Cl u Cl) ~ ctf iii I-" "O 1:: C 0 rn E o6 ~ co <I) rn iii Q.. °' <I) 0 > :E E C: ~ <l.l I'-ill 0 I'--I --<I) z a, .c Cl) <( 'SI" "' 0) C ·--CD "'O 0 E CD o a:~ "' "'O ~ C 0 "' co fl cc C ~ 0) :i ·-::. (/) © 0 >, CD -= "' "' 0::. 0 "" u 0 "' "' \I' :!::::9 ca N "' .s 0, ,._ C. () E,._ "' " "' ,-, "" 0:: 0 "' " "' z ~© "' cc cc " "' "' .. 0 a: J N© ::J -- DRAWN/ CHECKED J.C. DATE/TIME 6/17/2021 7:53:46 PM PROJECT NUMBER 20-012 JOB NAME Catalano SHEET A-1 OF 15 SHEETS FIRE PROTECTION 1. Smoke Alarms shall comply with NFPA 72 and Section R314. 2. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL 217 and UL 2034. Systems and cornponents shall be California State Fire Marshal listed and approved in accordance with California Code of Regulations, Title 19, Division 1 for the purpose for which they are installed. 3. Smoke Alarms shall be installed in the following locations: a. In each sleeping room b. Outside each separate sleeping area in the immediate vicinity of the bedrooms. c. On each additional story of the dwelling, including basements and habitable attics and not including crawl spaces and uninhabitable attics. In dwellings or dwelling units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level. d. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally fron1 the door or opening of a bathroom that contains a bathtub or shower unless this would prevent placement of a smoke alarm required by Section R314.3. 4. Smoke Alarms Specific location requirements: a. Smoke alarms and smoke detectors shall not be located where ambient conditions, including humidity and temperature, are outside the limits specified by the manufacturer's published instructions. b. Smoke alarms and smoke detectors shall not be located within unfinished attics or garages or in other spaces where temperatures can fall below 40si:F (4QC) or exceed 1 OOQF (382C). c. Where the mounting surface could become considerably warmer or cooler than the room, such as a poorly insulated ceiling below an unfinished attic or an exterior wall, smoke alarms and smoke detectors shall be mounted on an inside wall. d. Smoke alarms or smoke detectors shall be installed a minimum of 20 feet horizontal distance from a permanently installed cooking appliance. Exception: Ionization smoke alarms with an alarmsilencing switch or Photoelectric smoke alarms shall be permitted to be installed 1 O feet (3 m) or greater from a permanently installed cooking appliance. Photoelectric smoke alarms shall be permitted to be installed greater than 6 feet (1.8 m) from a permanently installed cooking appliance where the kitchen or cooking area and adjacent spaces have no clear interior partitions and the 10 ft distances would prohibit the placement of a smoke alarm or smoke detector required by other sections of the code. Smoke alarms listed for use in close proximity to a permanently installed cooking appliance. e. Installation near bathrooms. Smoke alarms shall be installed not less than a 3 foot (0.91 m) horizontal distance from the door or opening of a bathroom that contains a bathtub or shower unless this would prevent placement of a smoke alarm required by other sections of the code. f. Smoke alarms and smoke detectors shall not be installed within a 36 in. (910 mm) horizontal path from the supply registers of a forced air heating or cooling system and shall be installed outside of the direct airtlow from those registers. g. Smoke alarms and smoke detectors shall not be installed within a 36 in. (91 O mm) horizontal path from the tip of the blade of a celling-suspended (paddle) fan. h. Where stairs lead to other occupied levels, a smoke alarm or smoke detector tihall be located so that smoke rising in the stairway cannot be prevented from reaching the smoke alarm or smoke detector by an intervening door or obstruction. i. For stairways leading up from a basement, smoke alarms or smoke detectors t:r.hall be located on the basement ceiling near the entry to the stairs. j. For tray-shaped ceilings (coffered ceilings), smoke alarms and smoke detector$ shall be installed on the highest portion of the ceiling or on the sloped portion of the ceiling within 12 in. (300 mm) vertically down from the highest point. k. Smoke alarms and detectors installed in rooms with joists or beams shall comply with the requirements of 17.7.3.2.4. I. Heat alarms and detectors installed in rooms with joists or beams shall comply with the requirements of 17.6.3. 5. Where more than one smoke alarm is required to be installed within an individual dwelling or sleeping unit, the smoke alarms shall be interconnected in such a manner that the activation of one alarm will activate au of the alarms in the individual unit. The alarm shall be clearly audible in all bedrooms over background noise levels with all intervening doors closed. 6. Smoke alarms shall receive their primary power from the building wiring provided that such wiring is served from a commerciat source and shall be equipped with a battery backup. Smoke alarms with integral strobes that are not equipped \rVith battery backup shall be connected to an emergency electrical system. Smoke alarms shall emit a signal when the batteries are low. Wiring shall be permanent and without a disconnecting switch other than as required for overcurrent protection. 7. Smoke alarms are permitted to be solely battery operated in existing areas of buildings undergoing alterations or repairs that do not result in the removal of interior walls or ceiling finishes exposing the structure, unless there is an attic, crawl space or basement available which could provide access for building wiring without the removal of interior finishes. 8. Smoke Alarms will be installed according to the 2019 CRC Section R314. 9. Smoke alarms & carbon monoxide alarms shall be per: California state fire marshal approved listing 7263-1610:0121 Company: "Kidde safety" smoke alarm-combination smoke/carbon monoxide Model: KN-COPE-I 120 VAC powered with 9VDC battery backup or provide equal from listing report. 1 O. Where an addition, alteration or repair to an individual dwelling unit or guestroom in Group R requires a permit, battery-operated smoke alarms shall be installed in the existing construction in accordance with the preceding item. 11. When alterations, repairs or additions requiring a permit occur, or when one or more sleeping rooms are added or created in existing dwellings, the individual dwelling unit shall be equipped with smoke alarms located as required for new dwellings. 12. Smoke alarms & carbon monoxide alarms that are more than 1 O years old shall be replaced with new alarms. Verify the age of the existing alarms in the field and replace them as needed. 13. Carbon Monoxide Alarms shall comply with Section R315. 14. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in accordance with UL 2034 and UL 217. 15. An approved carbon monoxide alarm shall be lnstalled in dwelling units and in sleeping units which FUEL BURNING appliances are installed and in dwelling units that have attached garages. 16. Carbon monoxide alarms shall be installed in the fol!owing locations: a. Outside of each separate sleeping area in the immediate vicinity of the bedrooms. b. On ever'j occupiable level of a 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. 17. Carbon monoxide alarms shall receive their primary power from the building wiring where such wiring is served from a commercial source and, where primary power is interrupted, shall receive power from a battery. Wiring shall be permanent and without a disconnecting switch other than those required for overcurrent protection. 18. Carbon monoxide alarms in Group R occupancies shall be permitted to be battery•powered or plug-in with a battery backup in existing buildings built prior to January 1, 2011, under any of the following conditions: a. Repairs or alterations do not result in the removal of interior wall and ceiling finishes exposing the structure in areas/spaces where carbon monoxide alarms are required. 19. Where more than one carbon monoxide alarm is required to be installed within a dwelling unit or within a sleeping unit in Group R occupancies, the alarms shall be interconnected in a manner that activation of one alarm shall activate all of the alarms in the individual unrt. Interconnection is not required in existing buildings built prior to January 1, 2011, under any of the following conditions: a. Repairs or alterations do not result in the removal of interior wall and ceiling finishes exposing the structure in areas/spaces where carbon monoxide alarms are required. 20. In existing dwellings, where a permit is required for alterations, repairs or additions exceeding $1,000 dollars, existing dwellings or sleeping units that have attached garages or fuel-burning appliances shall be provided with carbon monoxide alarms in the specific dwelling unit or sleeping unit for vvhich the permit was obtained. 21. Carbon monoxide alarms will be installed according to the 2019 CRC Section R315. 22. Doors between garages and occupiable spaces (enclosed spaces including habitable spaces, bathrooms, closets, halls, storage and utility areas, etc.) shall be gasketed or made substantially airtight with weather stripping. GREEN BUILDING 1. All Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) will be water conserving and will comply with the 2019 CGBSC Sec. 4.303.1 2. Toilets shall not exceed 1.28 gallons per flush. 3. Single Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. 4. Multiple Showerheads, when a shower is served by more than one showerhead, the combined flow rate of all shawerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. A hand-held shower shall be considered a showerhead. 5. Lavatory faucets shall have a maximum flow rate of not more than 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. 6. Kitchen faucets shall have a maximum flow rate of not more than 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. 7. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code. 2019 CGBSC Sec. 4.303.2 8. Any installed gas fireplace shall be a directvent sealed-combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves, pellet staves and fireplaces shall also comply with applicable local ordinances. 2019 CGBSC Sec. 4.503.'1 9. Electrical vehicle supply equipment (EVSE} is required in NEW one and two family dwellings and townhomes with attached parages. Include the following information on the plans: A minimum size 1" conduit originating from a par:.el or service having a spare 40 ampere 240 volt capacrty terminating in a box located in close proximity to the location of the future EV charger. CGC 4.106.4. 1 o. Projects which disturb less than one acre of soil shall manage storm water drainage during construction by one of the following: A. Retention basins. 8. Where storm water is conveyed to a public drainage system, water shall be filtered by use of a barrier system, wattle or other approved method. CGC Section 4. i 06.2. i 1. Site grading or drainage system will manage all surface water flows to keep water from entering buildings (swales, water collection, French drains, etc.). CGC Section 4.106.3. Exception: Additions not altering the drainage path. 12. Landscape irrigation water use shall have weather or soil based controllers. CGC Section 4.304.1. 13. A minimum of 65% of construction waste is to be recycled. CGC Section 4.408.1 14. Contractor shall submit a Construction Waste Management Plan, per CGC Section 4.408.2. 15. Builder is to provide an operation manual (containing information for maintaining appliances, etc.) for the owner at the time of final inspection. CGC Section 4.410.1. 16. Gas fireplace{s) shall be a direct-vent sealedcombustion type. Woodstove or pellet stoves must be US EPA Phase II rated appliances. CGC Section 4.503.1. 17. During construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered. CGC Section 4.504.1. 18. VOC's must comply with the limitations listed in Section 4.504.3 and Tables 4.504.1, 4.504.2, 4.504.3 and 4.504.5 for: Adhesives, Paints and Coatings, Carpet and Composition Wood Products. CGC Section 4.504.2. 19. Concrete slabs will be provided with a capillary break. CGC Section 4.505.2.1. 20. Moisture content of wood shall not exceed 19% before it is enclosed ln construction. The moisture content needs to be certrfied by one of 3 methods specified. Building materials with visible signs of water damage should not be used in construction. The moisture content must be determined by the contractor by one of the methods listed in CGC Section 4.505.3. 21. Bathroom fans shall be Energy Star rated, vented directly to the outside and controlled by a humidistat. CGC 4.506.1. 22. Prior to final inspection the licensed contractor, architect or engineer in responsible charge of the overall construction must provide to the building department official written verification that all applicable provisions from the Green Building Standards Code have been implemented as part of the-construction. CGC 102.3 PLUMBING 1. Permanent vacuum breakers shall be included with all new hose bibs. Hose bibs shall be fitiEid-with a nan- removable backflow device. 2. State Health and Safety Code Sec 17921 .9 bans the use of chlorinated polyvinyl chloride (CPVC) and crosslinked polyethylene (PEX) for interior water supply piping 3. Shower and tub-shower combination control valve must be pressure balanced. 4. "PEX" piping is not an approved material for water supply and distribution systems in California for residential occupancies. 5. A 12" minimum access panel to bathtub trap connection is required unless plumbing is without slip joints. 6. Max. temperature of 120° to be provided by the use of pressure balance or thermostatic mixing valves. 7. All metal piping systems and all grounded metal parts in contact with the circulating water shall be bonded together using a solid copper bonding jumper, insulated, covered, or bare, not smaller than 8AWG. 8. Built-in Tubs with Showers shall have waterproof joints between the tub and adjacent wall 9. Hot water piping between water heater and all kitchen fixtures shal! be insulated. 1 o. New Bathtub and shower floors and walls above bathtubs with installed shower heads and in shower compartments shall be iinished with a nonabsorbent surface. Such wall surfaces shall extend to a height of not less than 6 feet above the floor. 11. Building drain and vent piping shall comply with sections 701.0 and 903.0 of the California Plumbing Cade. 12. All sanitary system materials shall be listed by an approved listing agency. 13. Showers and tub-shower combinations shall be provided with mixing valves per section 408.3 CPC. 14. ALL ABS and PVC piping and fittings shall be enclosed within walls and floors covered with "type X gypsum board" or similar assemblies that provide the same level of fire protection. Protection of membrane penetrations is not required. 15. Existing "noncompliant" fixtures (toilets that use more than i .6 gallons of water per flush, urinals that use more than one gallon of water per flush, showerheads that have a flaw capacity of more than 2.5 gallons of water per minute, and interior faucets that emit more than 2.2 gallons of water per minute) shall be replaced. Certification of compliance shall be given to the building inspector prior to final permit approval. California SB407. 16. Below grade hot water piping is required to be installed in a waterproof and non-crushable sleeve or casing that allows for replacement of both the piping and insulation per ES 150.0U). 17. AH domestic hot water piping to have the following minimum insulation installed: 112~ pipe (1 /2" insulation); 3/4" pipe (1" insula1ion); 1" to 1-1/2" pipe (1-1 /2" insulation). CPC 609.11 & ES 150.0U). Additionally, the 1/2" hot water pipe to the kitchen sink, and the cold water pipe within 5 feet of the water heater both require 1" minimum insulation. ES 150.0(j). 18. The control valves in showers, tub/showers, bathtubs, and bidets must be pressure balanced or thermostatic mixing valves. CPC Sections 408, 409,410 19. Water conserving fixtures: New water closets shall use no more than 1.28 gallons of water per flush, kitchen faucets may not exceed 1.8 GPM, lavatories are limited to 1.2 GPM, and showerheads may not exceed 1.8 GPM of flow. CPC Sections 407,408,411,412. 20. ELECTRICAL 1. Receptacle outlet locations shall comply with NEC Article 210.52 2. Tampered-Resistant Receptacles shall be installed for all rec"'ptacles in the dwelling unit. 3. All 125-volt, single-phase, 15-and 20-ampere branch circurts supplying outlets installed in dwelling unit family rooms, . dining rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, hallways, kitchens or similar rooms or areas shall be protected by a listed arc-fault circuit interrupter, combination-type, installed to provide protection of the branch circuit. 4. AFCI protection required in rooms where power circuitry is modified, replaced or affected by new work. 5. AFCl-protected outlets and power points to be protected by a listed Arc Fault Circuit Interrupter, combination type installed to provide protection of branch circuit. 6. Receptacles in a damp or wet location shall comply with NEC Article 406.8 7. Two dedicated 20-ampere branch circuits are required in kitchen/dining area. 8. Bathroom circuiting shall be either: a) 20-ampere circuit dedicated to each bathroom, or b) at least one 20-ampere circuit supplying only bathroom receptacle outlets. 9. All lights in closets shall comply with NEC 410.8 for clearance to combustibles. 10. In Kitchens and Dining areas of dwelling units a receptacle outlet shall be installed at each counter space wider than 12 inches. Receptacles shall be installed so that no point along the wall line is more than 24 inches measured horizontally from a receptacle outlet in that space. Island and peninsular countertops 12 inches by 24"·!ong (or greater) shall have at least one receptacle. Counter top spaces separated by range tops, refrigerators, or sinks shall be considered as separate counter top spaces. 11. Mounting of lighting control devices such as switches/ dimmers/ occupancy sensors in bathrooms shall comply with Art. 680.11 (D). No light switch within 36 inches of bath/ tub/ shower edge. 12. Provide arc-fault circu~ interrupter (AFCI) for outlets in residential units per NEC 210.12. TABLE 150.0-A CLASSIFICATION OF HIGH EFFICACY LIGHT SOURCES High Efficacy Light Sources Luminaires installed with only the lighting technologies in this table shall be classified as high efficacy Light sources in this column other than those installed in ceiling recessed down!ight luminaires are classified as high efficacy and are not required to comply with Reference Joint Appendlx JAB 1. Pin-based linear or compact fluorescent light sources using electronic ballasts. 2. Pulse-start metal halide. 3. High pressure sodium. 4. GU-24 sockets containing light sources other than LEDs. a,b 5. Luminaires with hardwired high frequency generator and induction lamp. 6. Inseparable SSL luminaires that are installed outdoors. 7. Inseparable SSL luminaires containing colored light sources that are installed to provide decorative lighting. Notes; Light sources in this column shall be certified to the Commission as High Efficacy Light Sources in accordance with Reference Joint Appendix JAB and be marked as meeting JAB. 8. All light sources in ceiling recessed downlight luminaires. NQte that ceiling recessed down!ight luminaires sh(1II not have screw bases regardless of lamp type a_s described in Section 150.0(k)JC. 9. GU-24 sockets containing LED light sources. 10. Any light sourc6-r10tOtRerwiseJ.isted in this table and certified to the Commission as complying l/\lith Joint Appendix 8. a. GU·24 sockets containing light sources such _as.compact fluorescent lamps and induction lamps. b. California Title 20 Section 1605(k)3 does not allow incandescent sources to have a GU-24 base. MECHANICAL 1 . Exhaust fans Per 2020 Green Code Sec. 4.506.1 Mechanical exhaust fans which exhaust directly from bathrooms shall comply wrth the following: a. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. b. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. Humidrty controls shall be capable of adjustment behoveen a relative humidity range of::,; 50 percent to a maximum of 80 percent. A humidity control may utilize manual or automatic means of adjustment. A humidity control may be a separate component to the exhaust fan and is not required to be integral (i.e., built-in). 2. Rooms containing bathtubs, showers, spas and similar bathing fixtures shall be mechanically ventilated. 3. A mechanical exhaust system, supply system, or combination thereof shall be installed for each dwelling unit to provide whole-building ventilation with outdoor air complying with ASHRAE Standard 62.2-2007 as adopted by the California Energy Commission. 4. An intermittently or continuously operating local mechanical exhaust system (with outdoor air) shall be installed in each kitchen and bathroom complying with ASHRAE Standard 62.2-2007 as adopted by the California Energy Commission. Intermittent local ventilation exhaust airflow rates shall be 50 cfm in bathrooms and 100 cfm in kitchens. Continuous local ventilation exhaust airflow rates shall be 20 cfm in bathrooms and 5 ach (air changes/hour) in kitchens based on kitchen volume. New exhaust fans shall have a noise rating of a maximum 1 "Sane" (for the continuous use calculation) or 3 "Sane" (for the intermittent use calculation). 5. Elements of appliances which create a glow or spark must be located a minimum of 18" above the floor. Ducts through garage into dwelling shall be minimum 26-gauge galvanized steel. 6. Provide an unobstructed passage 24" wide, not more than 20 feet ln length, with solid continuous flooring from attic access to FAU equipment/control panel. The work platform shall be 30" min. in front of equipment v.ith 30" clear headroom. Provide a permanent electrical receptacle outlet & lighting fixture controlled by a switch at the attic access. 7. The return air plenum serving the mechanical equipment must be fully ducted from the equipment to the conditioned space. Drop ceilings, wall cavities and equipment platforms may not be used as plenums. 8. Screen louvers shall not be installed at dryer vent terminations per Sec. 504.3.1 CMC. 9. Environmental air ducts and exhaust terminations shall terminate not less than 3' feet from a property line and 3' feet from openings into the building. ELECTRICAL LIGHTING LOW-RISE RESIDENTIAL BUILDINGS -SECTION 150.0 -MANDATORY FEATURES AND DEVICES 150(k) Residential Lighting. 1. Luminaire Requirements A. Luminaire Efficacy: All installed luminaires shall be high efficacy in accordance with TABLE i 50.0-A. B. Blank Electrical Boxes. The number of electrical boxes that are more than 5 feet above the finished floor and do not contain a luminaire or other device shall be no greater than the number of bedrooms. These electrical boxes must be served by a dimmer, vacancy sensor control, or fan speed control. C. Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings shall meet all of the following requirements: i. Be listed, as defined in Section 100.1, for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and ii. Have a label that certifies the luminaire is airtight with air leakage less than 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283. An exhaust fan housing shall not be required to be certified airtight; and iii. Be sealed with a gasket or caulk between the luminaire housing and ceiling, and shall have all air leak paths between conditioned and unconditioned spaces sealed with a gasket or caulk; and iv. For luminaires with hardwired ballasts or drivers, allow ballast or driver maintenance and replacement to be readily accessible to building occupants from below the ceiling without requiring the cutting of holes in the ceiling; and v. Shall not contain screw base sockets; and vi. Shall contain light sources that comply wrth References Joint Appendix: JA8, including the elevated temperature requirements, and that are marked ~JAS-2019-E" as specified in Reference Joint Appendix JAB D. Electronic Ballasts. Ballasts for fluorescent lamps rated 13 watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. E. Night Lights. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans shall be rated to consume no more than five watts of power per luminaire or exhaust fan as determined in accordance with Section 130.0(c). Night lights shall not be required to be controlled by vacancy sensors. F. Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans shall meet the applicable requirements of Section 150.0(k). EXCEPTION to Section 150.0{k}1 F: Lighting installed by the manufacturer in kitchen exhaust hoods. G. Screw based luminaires. Screw based luminalres shall meet all of the following requirements: i. The luminaires shall not be recessed downlight luminaires in ceilings; and ii. The luminaires shall contain lamps that comply with Reference Joint Appendix JAB; and iii. The installed lamps shall be marked with "JA8-2019" or "JAS-2019-E" as specified in Reference Joint Appendix JA8. EXCEPTION to Section 150.0(k}1G: Luminaires with hard-wired ballasts for high intensity discharge lamps. H. Enclosed Luminaires. Light sources that are not marked "JAB-2019-E" shall not be installed in enclosed luminaires. 2. Interior Lighting· Switching Devices and Controls. A. All forward phase cut dimmers used with LED light sources shall comply with NEMA SSL 7A. 8. Exhaust fans shall be switched separately from lighting systems. EXCEPTION to Section 150.0(k)2B: Lighting integral to an exhaust fan may be on the same switch as the fan provided the lighting can be switched OFF in accordance with the applicable provisions in Section 150.0(k)2 while allowing the fan to continue to operate for an extended period of time. C. Luminaires shall be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF. D. Lighting controls and equipment shall be installed in accordance with the manufacturer's instructions. E. No controls shall bypass a dimmer or vacancy sensor function where that dimmer or vacancy sensor has been installed to comply with Section 150.0(k). F. Lighting controls shall comply with the applicable requirements of Section 110.9. G. An Energy Management Control System (EMCS) may be used to comply with dimmer requirements in Section 150.0(k) if at a minimum it provides the functionality of a dimmer in accordance with Section 110.9, meets the installation certificate requirements in Section 130.4, the EMCS requirements in Section 130.5(f), and complies with all other applicable requirements in Section 150.0(k)2. H. An Energy Management Control System (EMCS) may be used to comply with vacancy sensor requirements in Section 150.0(k) if at a minimum it provides the functionality of a vacancy sensor in accordance with Section 11 0.9, meets the installation certificate requirements in Section 130.4, the EMCS requirements in Section i 30.5(f), and complies with all other applicable requirements in Section 150.0(k)2. I. A multiscene programmable controller may be used to comply with dimmer requirements in Section 150.0(k) if at a minimum it provides the functionality of a dimmer in accordance with Section 110.9, and complies with all other applicable requirements in Section 150.0(k)2. J. In bathrooms, garages, laundry rooms, and utility rooms, at least one luminaire in each of these spaces shall be controlled by a vacancy sensor. K. Dimmers or vacancy sensors shall control all luminaires required to have light sources compliant with Reference Joint Appendix JA8. EXCEPTION 1 to Section 150.0(k)2K: Luminaires in closets less than 70 square feet. EXCEPTION 2 to Section i 50.0(k)2K Luminaires in hallways. L. Undercabinet lighting shall be switched separately from other lighting systems. SECTION 150.0 -MANDATORY FEATURES AND DEVICES 3. Residential Outdoor Lighting. In addition to meeting the requirements of Section 150.0(k)lA, luminaires providing residential outdoor lighting shall meet the following requirements, as applicable: A. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to other buildings on the same lot, shall meet the requirement in item i and the requirements in either item ii or item iii: i. Controlled by a manual ON and OFF switch that does not override to ON the automatic actions of Items ii or iii below; and ii. Controlled by photocell and motion sensor. Controls that override to ON shall not be allowed unless the override automatically reactivates the motion sensor within 6 hours; or iii. Controlled by one of the following methods: a. Photocontrol and automatic time switch control. Controls that override to ON shall not be allowed unless the override shall automatically return the photocontrol and automatic time switch control ta its normal operation within 6 hours.; or b. Astronomical time clock. Controls that override to ON shall not be allowed unless the override shall automatically return the astronomical clock to its normal operation within 6 hours and which is programmed to automatically turn the outdoor lighting OFF during daylight hours; or c. Energy management control system which meets all of the following requirements: At a minimum provides the functionality of an astronomical time clock in accordance with Section 110.9; meets the Installation Certification requirements in Section 130.4; does not have an override or bypass switch that allows the luminaire to be always ON; and, is programmed to automatically tum the outdoor lighting OFF during daylight hours. 4. Internally illuminated address signs. Internally illuminated address signs shall: A. Comply with Section 140.8; or B. Shall consume no more than 5 watts of power as determined according to Section 130.0(c). TITLE 24 1. An electronically signed and registered Installation Certificate(s) (CF-6R) posted by the installing contractor shall be submrtted to the field inspector during construction at the building site. A registered CF-BR will have a unique 21-digit registration number followed by four zeros located at the bottom of each page. The first 12 digits of the number will match the registration number of the associated CF-1 R. Certificate of Occupancy will not be issued until forms CF-BR are reviewed and approved. 2. An electronically signed and registered Certificate{s) of Field Verification and Diagnostic Testing (CF·4R) shall be posted at the building site by a certified HERS rater. A registered CF-4R will have a unique 25-digit registration number located at the bottom of each page. The first 20 digrts of the number will match the registration number of the associated CF-6R. Certificate of Occupancy will not be issued until CF-4R is reviewed and approved. 3. 2008 EES Compliance Farms CF-1 R and Installation Certificates to be assembled and posted weather-protected within structure. Applicable forms to be completed by contractors/installers for review by inspectors. CF-6R-L TG-01 must be completed for review at framing inspection. 4. Manufactured windows shall have a label attached certified by the National Fenestration Rating Council (NFRC) and showing compliance with energy calculations. REVISIONS BY 6 6 6 ~ -JI -' PROJECT DESIGNER Jesse Cumpion CX) 0 0 0 C C\l 0) CCI <( CCI (.) +-' "O CCI co .0 0 Cl) CJ) --;:: ctl Q) t5 Q (.) -~ C1l 0 a, I-t: z 1J co 0 E o6 :;; co Cl) ctl iii ,.._ °' Q) Cl) 0 > ; ;cc C E C t---0 t--Cl) Q) I --Cl) z 0) .c (9 -< st V, 0) C ---Q) "O 0 E Q) 0 a: "' -0J "' "O -< (.J C 0 0, co <D 0 C CJ.I 0) :.- ·-:,; en w Q) 0 >, ---"' a, 0 :,; 0 "' -., 0 "' "' <D -"' ro -:s di OJ ffl I'--Q. () E ,-._ "' i" "' '";-"' Q_ (.J "' Q) u, z "' ;; u, C C "' Q) ffl 7 !.O .:..: -" 0:: 0J Q) --..J DRAWN/ CHECKED J.C. DATE/TJME 6/17/2021 7:53:46 PM PROJECT NUMBER 20-012 JOB NAME Catalano SHEET A-1-1 OF 15 SHEETS CERTIFJCATE OF COMPLIANCE Project Name: Catalano ADU Add Rev1sed Calculation Description: Title 24 Analysis GEN_ERAL INFORMATION 01 Project Name Catalano ADU Add Revised 02 RunTrtle 1itle24Analysis 03 Project Location 49TI Via Marta 04 City Carlsbad 06 Zip code 92008 08 Climate Zone 7 10 Building Type Single family 12 ProjectScope AdditionOnly 14 Addition Cond. Floor Area (ft2J 671 16 Existing Cond. Floor Area {ft2) 1843 18 Total Cond. Floor Area·(ft2) 2514 20 ADU Bedroom Count 1 22 ls Natural Gas Available? Y~'. ·•~· ;.,,_,-," ~-- Addition Alone Project Analysis Parameters 01 02 Calculation Date/Time: 2021-06-15T07:32:38-07:00 lnpilt File Name: CatalanoADUAddR.ribd19x 05 Standards Version 2019 07 Software Version EnergyPro 8.2 09 Front Orientation {deg/ Cardinal) 90 11 Number of Dwelling Units 1 13 Number of Bedrooms 5 15 Number of Stories 1 17 Fenestration Average U-factor 0.3 19 Glazing Percentage (%) 20.90% ADU Conditioned Floor Area 671 03 04 05 CF1R-PRF-01E {Page 1 of 8) 06 Existing Area (excl. new addition) [ft2) Addition Area (excl. existing} (ft2) Total Area {ft2) _ Existing Bedrooms Addition Bedrooms Total Bedrooms 1843 671 2514 4 1 5 COMPLIANCE RESULTS 01 Building Complies with Computer Performance This building incorporates features that require field testing ancl/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. 03 This building incorporates one or more Special _Features shown belo_w . Registration Number. Registration Date/Time: HERS Provider: 221-P01 D037590B-000-000--0000000-0000 2021-06-1-7 07:52:38 CalCERTS inc. CA. Building Energy Efficiency Standards -2019' Residential Compliance ReportVerslon: 2019.1.300 Report Generated: 2021-06-15 07:32:59 <;;,-h.,m, \!,:,,rc;nn· =" ?ronnori, i:ERTIFltATE OF COMPLIANCE Project Niime: Cata~ano ADU Add Revised Calculation Description: Title 24 Analysis Calculation Date/Time: 2021-06-15T07:32:38-07:00 Input File Name: Cata!anoADUAddR.ribd19x CFlR-PRF·DlE (Page 2 of8) Energy Use (kTDV/tt2-yr) Space Heating Space Cooling IAO. Ventilation Water Hearing Serf Utilfzation/Flexibility Credlt Compliance Energy_Tota! REQUIRED SPECIAL FEATIJRES I ENERGY USE SUMMARY Standard Desi~n Proposed Design 4.04 8.72 3.55 0.84 3.16 3.16 51.07 o/a 61.82 48.62 0 61.34 I The following are features that must be insta'lled a~ crindltion for meeting the modeled energy performanc:e forth is computer analysis. Ceiling ha~ high level of insulation Window overhangs and/or fins Exposed slab floor in conditioned i:.one ·-· ··s Variable capacity heat pump compliarice·pption (v_erificatiqn detaJIS'-fyqm,YG~P Staff:.j;e.port~~.13!)endcy: B, a'nd RA3} ,'I; ·.~ ~"""'" ·. ,_, ,, '" -, ... ,., ' . •'.' 'm"• )C ,,-, HERS FEATURE SUMMARY Compliance Margin 4.68 2.71 0 2.45 0 0.48 Percent Improvement ~115.8 76.3 0 4.8 n/a 0.3 -The following is a summary of the features that must be fieTd-verffied by a Eertified HERS Rater as a: c011'ditl0"ifformeetirig the modeled ,foergy performance for this compUterana!ysis. A-dditio.ia! detail ls provided in the buildngtable.s below. Registered CF2Rs and CF3Rs are required to be cOmpleted in the HERS Registry _ Building-level Verifications: • Indoor air quality ventilation • Kitchen range hood Cooling System Verlflcations: • Verified Refrigerant Charge • Airflow in habitable rooms (SC3.1.4.1.7) Heating System verificatiOns: • Vertfled heat pump rated heating capacity • Wall•mounted thermostat in zones greater than 150ft2 (SC3.4.5) • Ductless indoor units located entirely fn conditioned space (SC3.l.4.l.8) HVACDistribution-System Verifications: • -None- Domestic Hot Water System Verifications: • -None- Registration Number: 221-P0100375908-000-000-0000000-000□ CA Building Energy Efficiency Standards -2019 Residential Compliance CERTIFICATE OF COMPLIANCE Project Name: Catafano ADU Add Revised Calculation Description: Title 24 Analysis ZONE INFORMATION 01 02 Zone Name Zon_eType ADU Conditioned OPAQUE SURFACES 01 02 03 Name Zone Construction FrontWa1I ADU R'-lSWall Right Wall ADU R-15Wall Back Wall ADU R-15 Wall Left Wall ADU R-15 Wall Roof (Attic) ADU R-38 Roaf Attic ATTIC 01 Name Constn.i ction Attic ADU Attic RoofADU FENESTRATION/ GLAZING 01 02 03 HVAC System Name New Mini-splitw/ (2} intl 04 Azimuth 90 0 270 03 Type Ventilated 03 Registration [late/Time: HERS Provider: 2021-06-17 07:52:38 CalCERTS inc. Report Version~ 201!3.1.300 Report Generated: 2021-06-15 07:32:59 ,rh.,,m:, Von:irin· ~"" ?f'l?nl"!Qf'l1 Calculation Date/Time: -2021-06-15T07 :32 :38-07 :00 lnpllt File Name: CatalanoADUAddR.ribd19x CF1R-PRF-01E (Page 3 of 8) 04 Zone Floor A,rea [tt2) 671 05 06 Orientation Gross Area {fill _ Front 176 Right 272 Back 428 04 OS 05 Avg. Ceiling Height 8 07 Window and Door Area {ft2) 44 66.25 50.02 06 Roof Rise {x in 12) Roof Reflectance Roof Emittance 4 0.1 0.85 04 06 07 08 09 Area 06 07 Water Heating System 1 Water Heating System 2 DHWSy51 N/A 08 09 10 Tilt (deg) Wall Exceptions Status 90 none New 90 none New 90 none New none New n/a New 07 08 Radiant Barrier Cool Roof Yes No 10 11 12 13 14 Name Type Surface Orientation Azimuth Width Height (ft) {ft) Mult. (tt'J U-factor U..factor Source SHGC SHGC Sourc e Exterior Shading Window8x3 Window Front Wall SJ Door 6 x 6'8 Window Right.Wall Window3x3.5 Window Window 4.S x 35 Window Right Wall Registration Number. 221-P010037590B-000-000-0000000-0000 CA Building Energy Efficiency Standards -2019 Residential Complianc:e Front Right Right Right 90 1 0 1 0 1 D 1 Registration Date/Time: 2021-06-17'07:52:38 Report Version: 2019.1.300 <:;,.1-,.,,,.,.,,. v .. rcirin· mv 7n7nnQfl1 24 0.3 NFRC 0.23 NFRC Bug Screen 40 0.3 NFRC 0.23 NFRC Bug Sc:reen 10.5 0.3 NFRC 0.23 NFRC Bug Screen 15.75 0.3 NFRC 0.23 NFRC Bug Screen HERS Provider: ~ICERTS inc. Report Generated: 2021-06-15 07:32:59 CERTIFICATE OF COMPLIANCE Project Name: Catalano ADU Add Revised Calculation Description: Title 24 Analysis FENESTRATION / GLAZING 01 02 Name Type Window 2.5 x 4 Window SI Dorir 6 x 6'8. Window OPAQUE DOORS 01 03 04 Surface Orientation Back Wall Back Back Wall Back Calculation Date/Time: 2021-06-15T07:32:38-07:00 Input File Name! CatalanoADUAddR.ribd19x 05 06 07 08 Azimuth Width Height (ft) (ft) Mult 270 1 270 6 6.67 1 03 09 10 U-factor 10 0.3 40.02 0.3 11 U-factor Source NFRC NFRC 12 13 SHGC SHGC Sourc e 0.23 NFRC 0.23 NFRC 04 CF1R~PRF-01E (Page 4 ol 8) 14 Ex1,erior Sha:idlng Bug $creen Bug Screen Name Side of Building Area {tt2} LI-factor Door 3 x 6'8 Front Wall 20 0.5 OVERHANGS AND FINS 01 02 03 04 .,"-" 05 ·06 .08 09 10 11 12 13 14 \ Overhillg -·,•,. .i 'f-.. Left Fin Right Fin Window Depth Dist Up z; :i~ft Exten.t Right Extent Fh!P Ht. Dep.th · Top Up Depth Top Up Dist R Bot Up 51 Door 6 x 6'8. 7 0.5 2 SLAB FLOORS 01 02 03 Name Zone Area {ft2) Slab-on-Grade Cvr ADU 220 Slab-on-Grade Exp ADU 451 Registration Number: 221-P0100375906-000-000-0000Q00-O000 CA Building Energy Efficiency Standards -2019 Residential Compliance CERTIFICATE OF COMPLIANCE Project Ni:lme: Catalano ADU Add Revised Calculation Description: rn:le 24 Analysis OPAQUE SURFACE CONSTRUCTIONS 01 Construction Name R-lSWall Attic RoofADU R-38 Roof Attic Surface Type Exterior Walls ·Attic Roofs Ceilings. (below attic) BUILDING ENVELOPE-HERS VERIFICATION 01 03 Construction Type Wood Framed Wal! Wood Framed Ceiling Wood Framed Ceiling 02 2 D 04 Perimeter (ft) 55 36 0 D 05 Edge lnsul. R-value and Depth none none Registration Date/nme: 0 0 06 Edge lnsul. R-value and Depth 0 0 2021-06-'17 07:52:38 Report Version: 2019.1300 <:rh1>m:a Vcr<:lnn• ~.a" ?n?nnon1 D D D D 07 08 Carpeted Fraction Heated 100% No 0% No HERS Provider: CalCE:RTS inc. Report Generated: 2021-05-15 07:32:59 Calculation Date/Time: 2021·06-15T07:32:38-07:00 Input Fife Name: CatalanoADUAddR.ribd19x CFlR-Pi:tF-OlE (Page 5 of 8) 04 Framing 2x4@ 16 ln. 0. C. 2x4@ 24 in. 0. C. 2x:4@ 24 in. 0. C. 05 Total cavity R-value R-15 R-0 R-38 -. -·:, - 06 07 Interior/ Exterior Continuous U-factor R-va!ue None/ None 0.095 None/ None 0.644 None/None 0.025 08 Assembly Layers Inside Finish: Gypsum Board Cavity/ Frame: R-15 / 2x4 Exterior Finish: 3 coat StUCC(l Roofing: Light Roof (Asphalt Shingle] Roof Deck: Wood Siding/ sheathing/ decking Cavity/ Frame: no insul. / 2x4 Over Ceiling Joists: R-28.9 insul. cavrty /Frame: R-9.1/ 2x4 Inside Finish: Gypsum Soard 04 Quality Insulation Installation {QII) High-R-valueSpray Foam Insulation Building Envelope Air Leakage CFM50 Not Required WATER HEATING SYSTEMS 01 Name DHWSys 1 Registration Number: 02 System Type Domestic: Hot Water (DHW) Not Required Distribution Type Standard Distribution System 221-P01 ()0375908-000-000-0000000-0000 CA Building Energy Efficiency Standards-2019 Residential Compliance CERTIFICATE OF COMPllANCE Not Required 04 05 06 07 Water Heater Name {#) Solar Heating' System Compact Distribution HERS Verification DHW Heater 1 (1) n/a None n/a Registration Date/Time: HERS P:-ovider. 2021-06-17 :J7:52:38 CalCERTS inc. Report Version: 2019.1.300 Report Generated:2021-06-15 07:32:58 Vf-ior-nc:, Vor,;inn· c"'" ?n?flflQ(}1 Prbject Name: Catalano ADU Add Revised Calculation Description: litle 24 Analysis Calculation Date/Time: 2021-06-15T07:32:38-07:00 Input File Name: CatalanoADUAddR.ribd19x CFiR-PRF-OlE (Page 6 of 8) WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Name Heating Element Type Tank Type #of Units Tank Vol. "(gal) Energy Factor or Efficiency Input Rating or Pilot Tank Insulation R-value (Int/Ext) Standby Loss or Recovery Eff 1st Hr. Rating or Flow Rate NEEA Heat Pump Brand or Model Tank Location or Ambient Condition Status Verified Existing Condition DHW Heater 1 Gas Consumer Instantaneous WATER HEATING-HERS VERIFICATION 01 1 0 0.87-UEF 03 <=200 kBtu/hr 04 0 n/a o/a o/a o/a New n/a 05 06 07 08 Name Pipe· insulation Parallel Piping Compact Distribution Compact Distribution Type Recirailation Control CentralDHW Distribution Shower Drain Water Heat Recovery DHW Sys 1-1/1 Not Required Not Required •" ~ot Re.g_l;!_ired None Not Required SPACE CONDITIONING SYSTEMS 01 04. 05 06 07 Name System Type Heating Unit Cooling Unit Fan Name Distribution Name Required Thermostat Type Name Name N·ew Mini-splitw/ (2) intl 01 HVAC-HEATPUMPS Heat pump heating cooling 02 03 Heat Pump System 1 04 Heat Pump System l 05 o/a 06 o/a 07 Heating Cooling Setback 08 Name System TVPe Number of Units >----------~-----+-----~------+ HSPF/COP Heat Pump System 1 VCHP-ductless 1 8.2 Registration Numbea. 221-?010037590B-000-000-0000000-0000 CA Building Energy Efficiency Standards-2019 Residential Compliance _.,..,.,,. Cap 47 Cap 17 SEER EER/CEER 12800 10800 14 11.7 Registration Date/Time: 2021-06-17 07:52:38 Report Version: 2019.1.30D <;rh.:,,m;:, \/.,,r<:inw n,,, Jn?nn1:m1 ....... , .. ----, 08 Status New 09 Zonally Controlled Not Zonal Not Required Not Required 09 10 11 Verified Existing Condition Heating Equipment Count Cooling Equipment Count NA 10 Compressor Type Single Speed 1 1 11 HERS Verification Heat Pump System 1-hers-htpump HERS Provider: CalCERTS inc. Report Generated: 2021-06-15 07:32:59 CERTIFICATE OF COMPLIANCE Project Name: Catalano ADU Add Revised Calculation Description: T"rtle 24 Analysis HVAC HEAT PUMPS -HERS'VERIFICATION 01 Name Heat Pump System 1-hers-htpump 02 Verified Airllow Not Required 03 04 Airflow Target Verified EER 0 Not Required VARIABLE CAPACITY HEAT PUMP COMPLIANCE OPTION -HERS VERIFICATION 01 Name Heat Pump System l IAQ {INDOOR AIR QUALITY) FANS 01 Dwelling Unit SFam ADU IAO.VecrtRpt PROJECT NOTES 02 certified Low~static VCHP System Not required 02 ,-,; lAQCFM 35 Energy Pro uses Ashrae for HVAC si2:ing. 03 Airilowto Habitable Rooms Required 04 Ductless Units in Conditioned Space Required rAQ W3tts/CfM 0.25 Revised Roofln.sulation fo R-38 to meet the carlsbad climate actfon plan. Registration Number. 221-P01003759dS-Ooo-ooo-ooooooo-oooo CA BU1lding Energy Efficiency Standards -2019 Residential Complianc:e CERTIFICATE OF COMPLIANCE Project Name: Catalano ADU Add Revised Calculation Description: Title 24 Analysis DOCUMENTATION AlITHOR'S DECLARATION STATEMENT 1. I certify that this Certificate-of Compliance documentation ls accurate and complete. Documentation Author Name: Diane Mendoza Company: D & R Cales Address: 14107 Ipava Drive City/State/Zip: Poway, CA 92064 RESPONSISY:.PERSON'.S DECLARATION STATEMENT I certify the following ur.der penalty of perjury, under the l<lws of the State of California: Calculation Date/Time: 20/41-06-15T07:32:38-07:00 Input File Name: CatalanoADUAddR.ribd19x 05 06 07 08 CF1R-PRF-01E (Page 7 of 8} 09. Verified SEER Verified Refrigerant Charge Verified HSPF Verified Heating Cap47 Verified Heating Capl7 Not Required 05 Wall Mount Thermostat Required Yes 06 Air Filter Sizing & Pressure Drop Rating Not required 07 Low Leakage Ducts in Conditioned Space Not required No 08 Minimum Airflow per RA3.3and SC3.3.3.4.1 Not required 05 Yes 09 Certified non-continuous Fan Not required Yes 10 Indoor Fan not Running Continuously Not required 06 •iAO.Fan'Type IAQ 'Recovery Effectiveness{%) IAO. Recovery Effectiveness - SREIAQ Recovery Effectiveness ~SRE Default 0 n/a Registration Date/rime: HERS Provider: 2021--06-17 07:52:38 CalCERTS inc. Report Version: 2019.1.300 Report Generated: 2021-06-15 07:32:59 <:rf-iom:, \/.<>r<:irin· ,.,." -,O?l"lf'IQf'l1 Calculation Date/Time: 2021-06-15T07:32:38-07:00 Input File Name: CatalanoADUAddR.ribd19x . Document<Jtion Author Signature: Signature D.:ite: 2021-06-15 07:37:09 CEA/ HEP.S Certification ldentification (If applic;:ible): n/a Phone: 858-486-9506 CF1R·PRF-01E (Page 8 of8) 1. 1 am eligible under Division 3 of the Business and Professions Cede to accept responsibility for the building design identlfied on this·Certlficate of Compl@nce. 2. 1 certify that the energy-features-and performance spedfications identified on this Certificate of Compliance conform to the-requirements of Title 24, P.3rt 1-and Part 6 ofthe Californl,3 code of Regulations. 3. •The building design features or system design features identifi_ed o_n this certificate ~rcompliance ~re consi5tent with_ the information provided on otherappficable compliance documerrts, worksheets, calculation~. ~\ans and specifications submitted to the enfarce,mel1fagem:y fo[,ap __ p;'Ol/al'-wlj:Wthis 6,IJ'ildlpg-,'peni,1t a_i:lJ:)iication. ,- Company: Jnc design and remode[ing . Address: 12565 caminito mira Del mar City/State/Zip: San Diego, CA 92130 Date:Signi:!d:' ,_ - 2021-06-17 07:52:38 License: na !>hone: 619-779-9309 Digltally signed by Ga!CERTS. This digital signature is provided in order ta secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number. 221-P0100375908-000-000-0000000-0000 CA, Building Energy Efficiency Standards-2019 Residential Compliance Registration Date/nme: 2021-06-17 07:52:38 Report Vmion: 2019.1.300 ,:;,+,ornc:, Von:1r,n• r<>Y' ?l"l?r'inQn1 HERS Provider: ii Easy to Vertfy at CaJCERTS.com CalCERTS inc. Report Generated: 2021-06~15 07:32:59 REVISIONS BY 6 6 6 ~ A e -jl - PROJECT DESIGNER Jesse Cumpion co w 0 0 -,-0 C: C\I 0 0, I CtS <( LL CtS u 0:: _,_. ti' a.. CtS ro I .D 0 (/) 0:: .;:: ro -,- ~ _o u LL ~ ro-0 a3 I-t:: "D ro I 0 E ~ :;a; -:::I" (I) ro ~ N °' 0 > (I) i= Q) E C t--© 0 --t---I z 0, (I) i-r. ., "SI" ~ 0) C ---Q) "O 0 E Q) 0 a: co ~ "' O"> "O ., 0 C 0 O> co (I) iS C C c?l O)i --::; en " Q) 0 >, -cc ~ "' 0 0 e, "O g e, O"> "' '<' "' -C N "' "E' "' I'---a. 0 I'---"' " "' I'---,. -a.. 0 "' " z "' ~ "' "' <O C C <O " "' J "' :3 a: "' .l'l ~ DRAWN/ CHECKED J.C. DATE /TIME 6/17/2021 7:53:47 PM PROJECT NUMBER 20-012 JOB NAME Catalano SHEET A-1-2 OF 15 SHEETS 2019 Low-Rise Residential Mandatory Measures Summary 2019 Low-Rise Residential Mandatory Measures Summary NOTE: LDw-rise residential buildings subject to the Energy Standards must comply with all applicabfe mandatory measures, regardless of the comp/iance approach used. Review the respective section for more information. ~Exceptions may apply. Requirements for Ventilation and Indoor Air Quality: rD1/2020l Building Envelope Measures: § 150.0(o)1: Requirements for Ventilation and Indoor Air Quality, All dwelling units must meet the requirements of ASHRAE standard 62.2, Ventilation and Acceptable Indoor Air Quality-in Residential Buildings subject to the amendments specified in § 150.0(o)1. § 110.6(a)1: Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 CFM per square foot or less when tested 0 erNFRC.400 ASTM E283 or AAM/>/WDMA/CSA 101/I.S.2/A440-2011: § 110.6(a)5: Labeling. Fenestration products and exterior doors must have a label meeting the·requirements of§ 10-111 (a}. § 110.6(b): Field fabricated exterior doors and fenestration products must use U-faclors and solar heat gain coefficient (SHGC) values from Tables 110.6-A, 110.6-8, or JA4.5 for exterior doors. Thev muSt be caulked and/or weather-stripped.' § 110.7: Air Lea_kage. All joints, penetrations, and other openings in the building envelope that are potential.sources of air leakage.must be caulked, casketed, or weather strinned, Single Family Detached Dwelling Units. Single family delached dwelling units, and attached dwelling units not· 3haring ceilings or floors with § 150.0(o)1C: other dwelling units, occupiable spaces, public garages, or commercial spaces must have mechanical ventilat10n airflow provided at rates determined by ASHRAE 62.2 Sections 4.1.1 and 4.1.2 and as specified in§ 150.0(o)1C, M_ultifamily Attached Dwelling Units. Multifamily attached dwelling units must have mechanical ventilation airflow provided at rates in § 150.0(o)1E: accordance with Equation 150.0-B and must be either a balanced system or continuous supply or continuous exhaust system. If a balanced system is not used, all units in the building must use the same system type and the dwelling-unit envelope leakage must bes 0.3 CFM at 50 Pa (0.2 inch water) per square foot of dwelling unit envelope surface area and verified in accordance with Reference Residential Appendix RA3.8. § 110.B(a): lnSuliltiOn Certification by Manufacturers. Insulation must be certified by the Department of Consumer Affairs,.Bureau of Household Goods and SeNices fBHGS'. _ § 110.B(g): Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the reqt.iirements of§ 110.8(g). § 110.B(i): Roofing-Products Solar Reflectance-and Therrilal Emittance. The thermal emittance and aged solar reflectance values of the roofing material' must meet the rentiirements of & 110.8/i' and be labeled ner &10-113 when the installation of a cool roof is soecffied on the· CF1 R. ~ § 110.BG): Radiant Barrier. When required, i'adianl baniers must have an emittance of 0.05 or less and be·certified to the Department of Consumer Affairs. Celling and Rafter Roof Insulation. Minimum R-22 insulation in wood-frame ceiling; or the weighte·d average LI-factor must not exceed 0.043. Minimum R-19 or weighted average·U-faclor of 0.054 or less in a rafter roof alteration, Attic access doors must have permanently-attached § 150.0(a): insulation using adhesive Or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct coniact with a corilinuous roof or ceiling which is sealed to limit infiltration and exfiltration as specified in § 110.7, including but not limited to n!acfon irisulalion either above or belciv/the roof deck or on ton of a ·drvwall Geilim:1." Multifamily Building Central Ventilation Systems. Central ventilation systems that serve multiple dwelling unifa must be balanced to provide § 150.0(o)1F: ventilation airflow for each dwelling unit served at a rate equal to or greater than the rate specified by Equation 150.0-B. All unit airflows must be within 20 percent of the unit with the lowest airflow rate as ii relates to the individual unit's minimum renuired airflow rate needed for tomnliance. § 150.0(o)1G: Kitchen Range Hoods. Kitchen range hoods must be rated for sound in accordance with Section 7.2 of ASH RAE 62.2. Field Verification and Diagnostic Testing. Dwelling unit ventilation airflow must be verified in accordance w1th Reference Residential § 150.0(o)2: Appendix RA3.7. A kitchen range hood must be verified in accordance with Reference Residential Appendix RA3.7.4.3 to confirm it is rated bv HVI to comp!v with the airflow rates and sound reouirements as soecified in Section 5 and 7.2 of ASHRAE 62.2. Pool and Spa Systems and Equipment Measures: Certification by-Manufacturers. Any pool ors pa heating system or equipment must be certified to have all of the following; a thermal efficiency § 110.4(a): that complies with the Appliance Efficiency Regulations; an on-off switch mo_unled outside of the healer that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not use electric Loose-fill Insulation. Loose fill insulat_ion must'meet1he manufacturer's required density for the labeled R-value. . § 150.0(b): Wall Insulation. Minimum R-13 insulation in•2x4 inch wood framing wall or have a LI-factor of 0.102 or less, or R-20 in 2x6 inch wood framing cir § 150.0(c): have a LI-factor of0.071 or less. Opaque non-framed assemblies must have an overall assembly U-factoi' not exceeding 0.102. Masonry walls must rriSet Tables.150:1-A or B.' resistance heafina: § 110.4(b)1: Piping. Any pool or spa heating system or equipment must be installed with at least 36 inches of pipe between the filter and the heater, or dedicaled suclion and rel um lines, or built-in or built-uo connections to allow for future solar heatino. § 110.4(b)2: Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover. § 150.0(d): Raised-floor ln~Ulation. Minimum R-19 insulafion in raised wood framed floor or'0.037 maximum U-factor. . § 110.4(b)3: Directional Inlets and Time Switches for Pools. Pools must have directional inlets that adequately mix the pool water, and a time switch that will allow all □umos to be set or oroorammed to run onlv durina off..,.,0 ak electric demand neriods. . Slab Edge Insulation. Slab edge insulation must meet all of the foHowing: have a water absorption rate, for the insulation material alone without § 150.0(f)• facings, no greater than 0.3 percent have a water vapor permeance no greater than 2.0 peITTI per inch;be protected from physical damage and UV light deterioration; and,_ when installed as part of a heated slab floor, meet ihe '.equirements of§ 11 O.B(g). V~por Retarder. In climate zones 1 thrrilltlh 16, the earth fiOor of unvented crawl space must be covered with a Class I or Class II vapor § 150.0(g)1: retardt=ir. This renuirerilent.also annliBS to.controlled ventilation crawl sPace for buildinos comolvinn with-the exception tot 150.0fd). §110.5: Pilot Light. Nab.Jral gas pool and spa heaters must not have a continuously burning pilot fight. § 150.0(p): Pool Systems and Equipment Installation. Residential Pool systems or equipment must meet the speciified requirements for pump sizing, flow rate, piping, filters, and valves: Lighting Measures: . § 150.0(g)2: Vapor-Retarder. In climate zones 14_ aiid 16, a ·cIass·1 Or Class 11 vapor retarder must be· installed on the conditioned space side of all -lnSulalion in all exterior walls, vented attiCS, and unvented_attics wi!!1 air-oermeable insulation. § 110.9: Lighting Controls and Components. All lighting control devices and systems,· ballasts, and lurriinaires must meet the applicable requirements of§ 110.9.' § 150.0(q): . F.enestration Products:Fe_nestration, including· skylights,-Sep·cirating conditioned space from unconditioned space Or outdoors must have a maximum U-factor of 0.58;·or-1he·weighted average-U-factor of all .fenestration·must not exceed 0.58.' .· Fireplaces, DeCOratil/e_GasAf)pllances;and GaS Lo·g Measures: .. § 150.0(k)iA: Luminaire Efficacy. All installed luminaires must meet the requirements in Table 150.0-A. Blank Electrical Boxes. The number of electrical boxes that are rilore than five feet above the finished floor and do not contain a luminaire or § 150.0(k)1B: other device must be no greater than the number of bedrooms. These eleclrical boxes must be served by a dimmer, vacancy sensor control, or .. § 110.S(e) . Pilqf Light. _Continuously"burning pilot lights are not .:ill owed for indoor and outdoor fireplaces. § 150.0(e)1:. · _-Closable DoorS;·.Masonry or factory-built fireplaces must" have a closable metal or glass door covering _the entire opening of the firebox. . § 150,0(e)2: combustion Intake. Masonry-or factOry-buill fireplaces must have a Combustion outside air intake, which is at least six square inches in area and is enuinned with a readilv accessible, ooerable, and tinht-fittin,., damner or combustion-air control device: fan speed control. . § 150.0(k)1C: Recessed Down light Luminaires in Ceilings. Luminalres recessed inlo ceilings must meet all of the requirements for: insula!lon contact (IC) labeling; air !9akage; sealing; maintenance; and socket and light source as described in § 150.0(k)1 C. Electronic Ballasts for Fluorescent Lamps. Ballasts for fluorescent lamps rciled 1.3 watts or greater must be electronic and must have an § 150.0(k)1D: outout freauencv no less than 20 kHz. § 150.0(e)3: · Flue Damper. ,Masonry or factory-built fire!)laces must have a flue damper with a readily accessible control.' . . Space Conditioning, Water Heating, and Plumbing System Measures: --Certification._ Heating, ventilation and air conditioning (HVAC) equipment water heaters, showerheads, faucets, and _all other regulated §_ 110.0-§ 110.3: -annJiances.rriust be certified bv the manufacturer to the California Ene,.,."' Commission: - § 110.2(al: HVAC Efficiency. Equipment must meet the applicable efficiency requirements in Table 110.2-A through Table 110.2--K.' Controls for Heat Pumps with_ Supplementary Electric.Resistance Heaters. Heat pumps with supplementary electric resistance· heaters § 110.2(b): must liave contrrils that pTeverit supplementary healer operation when the heating load can be met by the heat pump alOne; and in which the cut-on temj)eralure for compression heating is.higher than the cut-on temperail.lre for supplementary heating, and the cut-off temperature for cowmression tiealinn is hinher than the cut-off temnerature for suop!ementarv heatino: § 110.2(c): Therm·ostats. All heating or"cooling systems not controlled by a central energy management control sys_tem (EMCS) must havo a setback thermostat· . . § 150.0(k)1E: Night Lights, Step Lights, and Path Lights. Night lights, step lights and path lights are not required to comply With Table 150.0--A or be controlled by vacancy sensors provided they are rated to consume no mare than 5 watts of power and emit no more than 150 rumens. § 150.0(k)1F: lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) must meet the annlicable renuirements of & 150.0lk,." § 150.0(k)1G: Screw based luminaires. Screw based luminaires must contain lamps tllat comply with Reference Joint Appendix JA8.' § 150.0(k)1H: Light Sources in Enclosed or Recessed Luminaires. Lamps and other separable light sources that are not cornpliantwith the JAB elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminalres. § 150.0(k)11: Light Sources in Drawers, Cabinets, and Linen Closets. Light sources internal to drawers, cabineby or linen closets are not required to comply wllh Table 150.0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 w_atls of power, emit no more than 150 lumens, and are equipped with controls that automatically turn the lighllng off when the drawer, cabinet or linen closet is closed. Water Heating Recirculation Loops Serving Multiple Dwelling Units. Water heating recirculation loops serving multiple dw011ing units must § 110.3(c)4: meet the air release valve, backflow prevention, pump priming·, pump isolation valve, and recirculation loop connection requirements: of , 110.3ic'4. · § 110.3(c)6: lso18.tion Valves; Instantaneous water heaters with an input rating greater than 6.8 kBtu ·µer hour (2 kv"/) must have isolation valv~ with hose bfbbs·or other fittings on.bolh cold and hot water lilies to allow for flushing the waler-heater when-lhe valves are closed. § 150.0(k)2A: Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7 A. § 150.0(k)2B: Interior Switches and Controls. Exhaust fans must be controlled separately from lighting syslems." § 150.0(k)2C: Interior Switches and Controls. Lighting must have readily accessible wall-mounted controls that allow the light Ing to be manually turned ON and OFF.* Pilot Lights.' Continuously burning pilot lights are prohibited for natural gas: fan-type central furnaces; household cooking appliances (except § 110.5: appliances witho_ut an electrical supply voltage connection with pilot lights that consume-less than 150 Btu per hour.);" and pool and spa heaters.· Bl!ilding Cociling and Heating Loads. Heating' artd/oi" cooling loads are ca!C1,1laled in accordance with the ASHRAE Handbook, § 150.0(h)1: Equtpri,ent Volum_e, Applications Volume, and Fundainentals Volume; the SMACNA Residential Comfort System Installation Standards Manual; or the ACCA Manual J using design conditions,specified in § 150.0(h)2. . § 150.0(k)2D: Interior Switches and Controls. Controls and equipment must be installed in accordance with manufacturer's instructi0:1s. § 150.0(k)2E: Interior Switches and Controls. Controls must not bypass a dimmer, occupant sensor, or vacancy sensor function if the corilrol isjnstal!ed to comolvwith S 150.0(k\. •· § 150.0(k)2F: Interior Switches and Controls. Lighting controls must comp!y with !he applicable requirements of§ 110.9. 201.9 Low-Rise Residential Mandatory Measures Summary 2019 Low-Rise Residential Mandatory Measures Summary . § 150.0(h)3A: Clear8:nCt"s. Air conditioner and heat pump outdoor condensing units must have a clearance of at least five feet from the outlet of any dryer Interior Switches and Controls. An energy management control system (EMCS) may be used to comply with control requirements if it § 150.0(k)2G: provides functionality of the specified control according to § 110.9; meets the Installation Certificate requirements of§ 130.4; meets !he § 150.0(h)3B: Liquid Line Drier. Air conditioners and heat pump systems must be equipped with liquid line filter driers if required, as specified by the manufacturer's instructions. § 150.00)1: Storage Tank Insulation. Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water-healing systems,-must have a minimum of R-12 external insulation or R-16 internal insulation where the internal insulation R-vali.Ie-is indicated on the exteiior of the tank. EMCS reouirements of S 130.0fel; and meets all other renuirements in S 150.0(k)2. . § 150.0(k)2H: Interior Switches and Controls. Amultiscene programmable controUer may be used to complywitti dimmer requirements in§ 150.0{k) ifit nrovides the functionalihlof a dimmer accordinn to S 110.9, and comnlies with all other annlicable renuirements in & 150.0/1,'2. Interior Switches and Controls. In bathrooms, garages, laundry rooms, and utility rooms, at least one luminaire in each of these spaces-must Water Piping, Solar Water-heating System Piping, and Space Conditioning System Line-lnslilation. All domestic hot water piping must be insulated as specified in Section 609.11 of the California Plumbing Code. !n addition, the following piping conditions must have a minimum . § 150.0fi)2A: insulation wall thickness of one inch or a minimum insulation R-value of 7.7: the first five feet of cold water pipes from the storage lank; all hot water piping with a nominal diameter equal to or greater than 3/4 inch and less ihan one inch; all hot waterpiping with a nominal diameter less § 150.0(k)21: be controlled by an occupant sensor ora vacancy sensor providing automatic-off functionality. If an occupant sensor is instcilled, it must be initially configured to manual-on operation using the manual control required under Section 15D.O(k)2C. § 150.0(k)2J: lnteriorSwitches and Controls.-lumilia1i"eS that are or contain light sources that meet Reference Joint Appendix JA8 requirements for dimmino, and that are not controlled bv occunancv orvacancv sensors, must have dimminn controls.· than 3/4 inch that is: associated with a-domestic hot water recirculatldn system, from the heating source to storage tank or between 1anks, buried below grade, cind from the heating source to kitchen fixtures/ § 150.0(k)2K: Interior Switches and Controls. Under cabinet lighting must be controlled separately from ceiling-installed lighting systems. Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, orto other Insulation Protection. Piping insulation must be protected from damage, including that due to sunlight. moisture, equipment maintenance, and § 150.00)3: \o\1nd as required by Section 120.3(b}. 'lilsulalion exposed to-weather must be water retardant and protected from UV light (no adhesive tapes). lns"Ulation covering chilled l/.'aler plp1ng and refrigerant' suction piping located outside the conditioned space must include, or be protected by, a crass I or Class II vapor retarder. Pipe insulation buried below grade·_must be instan·ect in a waterproof and non-crushable casing or sleeve. § 150.0(k)3A: buildings on the Same lot, must meet the requirement in item § 150.0(k)3Ai (ON and OFF switch) and the req"uirements in either . S 150.6fk)3Aii fohotocell and either a motion sensor or automatic time switch control) or S 150.0ik\3Aiii (astronomical time clock\.or an EMCS. Residential Outdoor Lighting. For low-rise residential buildings with four or mare dwelling units, outdoor lighting for private patios, entrances, § 150.0(k)3B: balconies, and porches; and residential parking lots and carports with less than eight vehicles per site must comply with either§ 150.0(k)3A or Gas or Propane Water Heating·Systems. Systems using gas or propane water heaters to serve individu8I dwelling units must Include all of . the followirlg: A dedicated ·1_25 volt, 20 amp electrical receptacle connected to the electric panel wilh· a 120/240 voll 3 conductor, 10 AWG copper branch circuit, within three feet of the water heater without ob::.-truc!ion. Both ends of the unuSed coliductar must be labeled with the § 150.0(n)1: word _"spare" and be electrically isolated. Have a reserved.single pole circuit breaker space in the electrical panel adjacent to tht1 circuit breaker for the branch circuit-and labeled with the words ~Future 240V Use"; a Category Ill or IV vent, or a Type B vent with straight pipe between the outside termination and-the space. where the _water heater is installed; a condensate drain that is rio more than two inches higher than the base of the wa1er heater, and allows natural draining without pump assistance; and a gas _supply line with a capacity of at least 200,000 Btu per hour. § 150.0(n)2: RecifCulating Loops. Recirculating !oops serving ~ultiple dwellillg units must meet the requirements of§ .110.3(c)5. Solar Water-heating Systems. Solar.water-heating systems-and collectors must b·e certified and rated by the Solar Rating and Certification § 150.0(n)3: Corporatio~ (SRCC), the International Association of Plumbing and Mechanical Officials,_ Research and Testing (IAPMO R&T), or by a listing agency that is approved by the Executive Dlreclor. with the aoolicable reauirements in Sections 110.9, 130.0, 130.2, 130.4, 140.7 and 141.0. Residential Outdoor Lighting. For low-rise residential buildings with four or mare dwelling units, any outdoor lighting for residential parking lots § 150.0(k)3C: or carports with a totaf of eight or more vehicles per_ stte and any outdoor lighting not regulated by§ 150.0(k)3B or§ 150.0{k}3D must comply with the applicable requirements in-Seclions 110.9, 130.0, 130.2, 130.4, 140.7 and 141.0. § 150.0(k)4: Internally illuminated address signs. Internally illuminated address signs must comply"with § 140.8; or must coI1sume no more than 5 watts of aower as determined accordino to S 130.0fc\. § 150.0(k)S: Residential Garages for Eight or More Vehicles. Lighting for residenlial parking garages for eight or more vehicles must comply with the annlicable reauirements for nonresidential oaraoes in Sections 110.9, 130.0, 130.1, 130.4, 140.6, and 141.0. Interior Common Areas of Low~rise Multifamily Residential Buildings. In a law-rise multifamily residential building where the total interior § 150.0(k)6A: common area in a single building equals 20 percent or less of the floor area, permanently insta!!ed lighting for the Interior common areas ln that buildino must be com"'l"wilh Table 150.0-A and be conlrolfed bv an occunant sensor. Interior Common Areas of Low-rise Multifamily Residential Buildings. In a low-rise multifamily residential bu!lding where the total interior Ducts and Fans Me"asures: § 110.8(d)3: Ducts. _Insulation installed on an existing space-conditioning duct must comply with§ 604.0 of the California Mechanical Code (CMC). lf a contractor in Stalls the insulalfon, the cbntractor must certify to the customer, in writing, that the insulation meets this requirement. common area in a single building equals more than 20 percent of ttie floor area, permanentry installed lighting for the interior common areas in § 150.0(k)6B: that building must i. Comply with the applicable requirements in Sections 110.9, 130.0, 130.1, 140.6 and 141.0; and ii. Lighting inslaUed in corridors and stairwells must be controlled by occupant sensors that reduce the lighting power in each space by at least CMC Complian·ce. AH air-distribution system ducts and p!enurns must meet.the requirements of the CMC §§ 601.0, 602.0, 603.0, 604.0, 605.0 and ANST/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible ~rd Edifion. P_octions of supply-air and return-air ducts and plenums m_ust be insulated to a minimum installed level of R-6.0 or a minimum installed level of R-4;2 when ducts are entirely in conditioned space as confirmed through field verification and diag·nostic testing (RA3.1.4.3.8}. Portions of.the duct system completely exposed -and surrounded by directly conditioned space are not required to be irisulated. Connections of metal ducts and inner _core of flexible ducts !Ylust be § 150.0(m)1: mechanically fasteiled. Openings must be·sealed with mastic, tape, or other duct-closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. !f mastic or tape is used to seal openings greiiterthan·¼ inch,_ the combination of mastic and either mesh or tape must be. used: Building.cavities, support platforms for air handlers, and plenums - 50 percent. The occupant sensors mList be capable of turning the light fully on and off from all designed paths of ingress and egress. Solar Ready Buildings: . Single Fainily Residences; Single family residences localed in subdivisions with 10 or more single family reSidences and where the § 110:10(a)1: application for a tentative subdivision map_ for the residences has been deemed complete and approved by the enforcement agency,which do not have a nhotovoltaic m1stem installed must comnlv with !he renuirements of S 1.10:!0fbl throunh s 110.1 Giel. § 110.10(a)2: Low-rise Multifamily-Buildings. Low-rise multi-family buih:lings that do not have a photovoltaic system installed must comply with the requirements of§ 11o.10(b) through§ 110.10(d). . de_sigfled Or constructed with materials other than Sealed sheet meta!, duct board'orflexible duel must not be used to convey conditioned air. Building-cavities and support platfom,s_ may contain duels. Ducts installed in cavities and suppOrt platforms" must not be compressed to cause . reductions in the cross-sectional area.~ Minimum SolatZone Area. The solar zone must have a minimum total area-as described below. The solar zone must comply with access, pattiway, smoke ventilation, and spacing requiremenls as specified in Title 24, Part 9 or other parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 Factoi'fFabricated Duct Systems. Factory-fabricated duct systems must comply with applicable requirements for duct construcUon, square feet each for buildings with roof areas ·Iess than or equal to 10,000 square feet or no less than 160 square feet each for buildings with § 150.0(m)2: connecHons, and closures; joints and seams of duct systems and their components-must not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. § 110.10(b)1: roof areas greater than 10,000 square feet. For single family residences, the solar zone must be located on the roof or overhang of the building and have a total area no less than 250 square feet. For law-rise multi-family buildings the solar zone must be located on the-roof or overhang of § 150.0(m)3: Field-Fabricated Duct Systems. Field-fabricated duct systems must comply with applicable requirements for: preSsure-sensitive tapes, mastics;sealants, and other-requirements specified for duct construclion. § 150.0(m)7: Backdraft Damper. Fan systems that exchange air between the conditioned space and outdoors must have backdraft or automalic dampers. . § 150.0(m)B: Gravity Veritilation Dampers. Gravity ventilaling systems serving conditioned space must nave either automatic or readily accessible, manually operated dampers in all openings to1he outside, except combustion inlet and outlei air openings and elevator shaft vents. - Protection oflnsLilatiOn. lnsula~ion must be protected from damage, sunlight, moisture, equipment maintenance, and wind. Insulation exposed § 150.0(m)9: to weather must be suilableforolltdoor service. For example, protected by _aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insufation must be protected as-above or painted wilh a coating that is water retardant and provides shielding from solar radial[on. § 150.0(m)10: Porous Inner Core-Flex -□uct. Porous inner core flex ducts must have a non-porous layer betweefl the inner core and outer vapor barrier. Duct system Sealing ·and Leakage Test. When·space conditioning systems use forced air duct systems to supply conditioned air to an the building, or on the roof or overhang of another structure localed within 250 feetof the building, or on covered parking installed _with the building projecl, and have a total area no less than 15 percent of the total roof aree of the building excluding any skylight area. The solar zone reauirement is aoolicable to the entire buildino, includina mixed occun::inCV.' § 110.10(b)2: Azimuth. All sections of the solar zone localed on steep-sloped roofs must be oriented between 90 degrees and 300 degrees of true north. § 110.10(b)3A: Shading. The solar zone must not contain any obstructions, including bu! not limited lo: vents, chimneys, architectural features, and roof mounted enuinment.· Shading. My obstruction located on the roof or any other part of the building that projects above a solar zone must be localed at !east twice the § 110.10(b)3B: distance, measured in 1he horizontal plane, of the height difference between the highest point of the obstruction and the horizontal projection of the nearest oo1nt of the solar zone, measured in the vertical olane.· § 110.10(b)4: Structural Design Loads on Construction Documents. For areas of the roof designated as a solar-zone, the structural design loads for roof dead load and roof live load must be clearlv indicated on the construction documents. § 150.0(m)11: occupiable space, the duels must be sealed and duct leakage tested, as confirmed through field verificaticin and diagnoslic-fylsling, in . accordance with §"150.0(m)11 and Reference Residential Appendix RA3. Interconnection Pathways. The construction documents must indicate: a location reserved for inverters and metering equipment and a §110.10(c): pathway reserved for routing of conduit from the solar zone ta the point of interconnection with the electrical seNice; and for single family Air Filtration_1 Space conditioriing systems· with ducts exceeding 10 feet and the supply side of ventilation systems must have MERV 13 or § 150.0(m)12: equivalent filters. Filters for space condttioning systems must have a two inch depth or can be one inch if sized per Equation 150.0~A. Pressure drops and labeling must meet the requirements in §150.0(m)12. Filters must be accessible for regular service ... residences and central water-heatina svstems, a aathwav reserved for routine o!umbino from the solar zone to the water-healinn svstem. § 110.10(d): Documentation. A copy of the construction documents or a comparable document indicating the information frorn § 110.10(b) through 8 110.10fcl must be nrovlded 1o the occunant . . Space Condilioning System Airflow Rate and Fan Efficacy. Space conditioning systems that use duels-lo supply cooling must have a hole fur !he placement of a static ·pressure probe, or a permanently installed static pressure probe in the·supply plenum. Airflow must be 2:_350 CFM § 150.0(m)13: per ton of nominal cooling capacity, and _an air-handling unit fan efficacy :5 0.45 watts·per"CFM for gas furnace air handlers and :s: 0.58 watts per CFM for all others. Small duct high velocity systems must provide an airfloW2: 250 CFM per ton of nominal cooling capacity, and an air-handling § 110.10(e)1: Main Electrical Seivice Panel. The main electrical service panel must have a minimum busbar rating of 200 amps. . Main Electrical Service Panel. The main electrical seivice panel must have a reserved space to allow for1he installation of a double pole circuit § 110.10(e)2: breaker for a future solar electric installation. The reseNed space-must be permanently marked as "For Furure Solar Electric". unit-fan efficacy~ 0.62 watts per CFM. Fiel_d verification testing is required in accordance with Reference Residential Appendix RA3.3 ... . HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Date Catalano ADU Add Revised 6/1512021 System Name Floor Area New Mini-split w/ (2) interior units 671 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK COIL HTG. PEAK Heating System CFM Sensible Latent CFM Sensible Output per System 12,800 Total Room Loads 275 5,939 451 206 8,238 Total Output (Btuh) 12,800 Return Vented Lighting a Output fBtuh/sqfti 19.1 Return Air Ducts 0 0 Cooling SIB:;tem Return Fan 0 a Output per System 12,300 Ventilation a 0 0 a 0 Total Output retuh} 12,300 Supply Fan 0 0 Total Output (Tons) 1.0 Supply Air Ducts 0 0 Total Output (Btuh/sqft) 18.3 Total Output (sqft/Tonl 654.6 TOT AL SYSTEM LOAD 5,939 451 8,238 AirSvstem CFM oerSystem 1,385 HVAC EQUIPMENT SELECTION Airflow {cfm) 1,385 Fujitsu General America AOU12R2 6,712 5,197 9,792 Airflow (cfm/sqft) 2.06 Airflow (cfmfTon) 1,351.2 1--~0"u"ts"';"de:c..cA,ci<_,("%,_) ___ --j ___ o~.O-%~ Total Adjusted System Output 6,712 5,197 9,792 Outside Air (cfm/sqft) 0.00 (Adjusted for Peak Design conditions) t-~======-~---1 Note: values above given at ARI conditions TIME OF SYSTEM PEAK Aug 3 PM I Jan 1 AM HEATING SYSTEM PSYCHROMETRICS Airstream Temaeratures at Time of Heating Peak) 34 °F 68 °F 68 °F 105 °F Ou-,tside...,Air a,-+--\.'®~-· I!-----'----~• ~-LJ . .1 ___ ~1---- -<~ l 0 cfm 68°F Supply Fan 1,385 cfm Heating Cai! COOLING SYSTEM PSYCHROMETRICS (Airstream Temaeratures at Time of Cooling Peakl 83/68"F 75/61 "F 105 °F I ROOM I.I 68°F I Ou-tsid-+-eAi,,..,.~,-+----\.'®r---->-,-i)I---'-------+> ~ •• L_L_L.~--~+ 0 cfm Supply Fan 55 / 54 op Cooling Coil 1,385 cfm JROONI ii 45.7% 75/61°F 75/61"F +--: ---'-'-------re I IJ_]---~---'1 T.ITLE 24 COMPLilUfCE REQUimlMENTS SUMMARY Cat_al.ano ADU Add Ceil.i.ng Insu1ation = .., ... --,1 ... a...1ma;1L1nkr Radiant Barrier-res Roo£ing-Ccq>Sling.le -No Coo.I Roo:f .Req' d Wa11 Insu1ation = R-15 min. at 2 x 4 walls F1oor Insu1ation = N/A f<Wt~) Thermal. Mass Areas = See p.Ian -exposed £.looring QII -~ SOLAR -NO Glazing = JU.I new wi.ndc>ws & doors are dwl.l g.Iaz:ing. Al..l gJ.ass is Low E . GJ.a.•ing shall be i:asta.I.led w.it:h a NFRC certi:fying 1.aba.l attached showi:ag Uva.lue. Sol.ar Heat Gain Co-efficient = o.23 windows, doors Ufactor = .0,30 wi:adows, doors ow.aer to purchase windows Ii doors w/ specified Uva.lues Ii SHGC's or better. Hot Water _Heater= tank.less NOlU!'Z /INBC663-FSV-NG or eq. uni£= Eziergy Fa<ctor is-0.87 .min. 120,000 Btu input. IAQ FAN -35 cm £.low Ii 0.25 c:f!m powar. Verify w/ Mech. (co:ati:aumzs ve:ati.Iaticm per ASBRllE 62.2 is req'd :for IAQ.) mms VEBl:Fl:ED. Note .IAQ £an on p.la:a w/ timer switch w/ manual 0££ Ii sound rating 0£ l sone. HSPF -8.2 min. (New Mim.-sp.lit} SEER -14.0 .min. Hli/RS RE'QDZRED: variable capacity heat p,mp credit was take:a w.!tich requ;res BERS .ipspection 0£ rated heating capacity, .Re:frig&1.a:at Charff!, Air£.Iow iii habitab.Ie rooms, a wal.I mounted f:heZ2110stat, and duct.less u,uts 1.ocated entire.Iy in conditioned !Pace. VCHP = duotl.ess m.ini-spl.it. Duct Insul.ation *Heater Sizing 'rotal A/C Sizing Total. = No ducts "1:>uct (BERS) 5% Leakage Test -NO g~ Se:asib.Ie heat .load ="9,361 .Stu FUJI'ZSU IIAOU1.21t2 -12,800 Btu or eq • ~.,~n Se:asib.Ie Coo.l'g Load~ 6 1 092 Btu -l ton, WHOLE HOUSE ATTIC COOLING FAN *These 1oad calculations, sizing & eqllipment are for Title 24 pu:,;poses & should be verified HVAC by a Mechanical. Engineer/Contractor. ~er 111ay install any Make & Model. BVAC equipment that is equal or greater than the minimum efficiencies listed ~ave. Al.l equipment is 1isted ·"or eq" ALL LIGHTING '?O BE BIGB EFFICACX -SEE MFlR FOR SWI'rCBING & NOTES, LOCAL EXHAUST !!'AN RATES J!ATB = 50 CFM, KITCHEN= 100 C!M. Dl\S VERIFIED *" SONE BATING = l FOR COl!r.l'IllUOtJS • FAN llND 3 FOR nrrBRMITTENT FAN. ; ! • REVISIONS BY 6 6 6 ~ . ti - PROJECT DESIGNER Jesse Cumpion co 0 0 0 C C\I a, CJ) CtS <( Q) CtS u ,_ +'"' TI :::i CtS ro CJ) .a co 0 CJ) .:: Q) ro ~ ~ □ u ~ of >, © I-t:: "-D 0 0 ro E o<:S ~ -© ro .. co °' © "O © 0 > ~ E C C I'-~ C'u 0 I'-(l) I ·-(l) z a, s::: ~ < st "' 0) C ---(I) "O 0 E (I) 0 er: "' -"' "' "O < 0 C o °' CtS " 0 C C ~ O):ci' ·-::. en " (I) 0 >. ~ Cil ~ "' 0 0 "' 'O 0 "' '" ~ -'" "' :~ m "' "' ,.._ 0. (.) E ,.._ "' " "'':-"' ~ 0. () "' " "' z "' '° "' C C <O " "' J lO .:..; u 0:: OJ <D ::J -- DRAWN/ CHECKED J.C. DATE/TIME 6/17/2021 7:53:49 PM PROJECT NUMBER 20-012 JOB NAME Catalano SHEET A-1-3 OF 15 SHEETS 22' -I I i/2" (El OUTDOOR 5HWR (E) GARAGE (E) 8'-2" CLG J(EJ CONCRETEJ (E) U/G ELEC, SERVICE , METER If: FANE!.. •, FUTURE E.V. READY . · CHARGER AT GARAGE,' 34' -: I" (El 2GG8 _, I I' -I I i/2" 0 (E) FATIO (E) OFFICE, , (El 8'-0" CLG l(EI WOODI (E) GOG8 C,O, -. . , (E).FLU5H HEARTH ', IE) MASON RY F, F, I , -, I 0 "' 0 7' -G" (E) G030 XO SL , (E) DINING RM IE) 8'-0" CLG , , liEI TILEI rn 1 (EIDN✓ (EJ KITCHEN , (El 7'-G" CLG icEJ TILEl IE) REF (El 30" GAS RANGE , w/ HOOD ABV. (E) LIVING RM . (E) 8'-0" CLG · , IIE) WOODI IE) I 0040 xox S j I (El GAS METER I I 14' -5 I /2" (E) G030 XO SL (E) BDRM, (El 8'-0" CLG ICE) CARPET 7, (E) ENTRY . {E) 7'-G" CLG lcEI TILEI (El FAIR 2GG8 (EJ FORCH I I I ~ lJJ N L-------Je----------~------~-------+-~---------__kl-L~-~TI~ ~~ __ __,_ ___ _ 22'-: I 1/2" 19'-10 1/2" b' -I" b7' -5" 25' -O" C(l lJJ lJJ N CSl CSl <( '\- io 0 co 0 <O g (E) HALL _ , (EJ 8'-0" CLG @j__i@- I I I I ,._ I* CSl lg I I I (EJ LN, {E) 2GG,s-/ . CSl C'l <( O,_ ' io 0 C(l 'O '° ~- I "-I *I ~I -1 I (El 20G8 0 f-~ cf) 0 , ~ l,) g (El 2GG8 i 0' -G 1/2" (El G030 XO SL (EJ BDRM, (E) 8'-0" CLG IIEJ CARPET! (E) BDRM (E) 8'-0" CLG , !(El CARPET! (El 5 $ F (E) BATH· (El 8'-0" CLG _@i@ IE) TUB/ SHWR • IXI 0 (EJ M. BATH IE) 8 -0" CLG , .:,{E) 20G8 icE) TILEI , (EJ M. BDRM CSl I "-CSl (E) 8'-0" CLG <( I ;'; ', , , liEJ CARf'ETj io 0 lg , <l I 0 0 I - g I I I I (E) 8030 XO 5L I 8' -b" ~ CSl 0 X 0 "' 0 CJ) ~ <!) 0 X 0 en 0 N iu ~ CSl 0 X 0 ,., 0 N g 0 0 0 N ::c ,0 ;,- [j) co '" 0 0 "' SITE PLAN NOTES 1. Runoff may not be concentrated within 5' of a structure. 2. Surface water will drain away from building. The grade shall fall a minimum of 6" within the first 1 O feet. 3. All property lines real or assumed, easements and buildings both existing and proposed, are shown on this site plan. 4. Storm water runoff from proposed impervious areas will be routed to landscape areas or planter boxes, prior to reaching the public drain system. 5. Downspouts shall disconnect and discharge over landscape areas. --(EJ NC CONDENSER w s E (E) DRYER APPROX. 32,000 BTU'S (29 CF/H) -(E) HOUSE (E) TANK WATER HTR. APPROX. 48,000 BTU'S (43 CF/H) -(E) HOUSE (E) FORCED AIR UNIT APPROX. 100,000 BTU'S (91 CF/H) -(E) HOUSE EXISTING / DEMOLITION FLOOR PLAN 1/2" IO FT (E) GAS LINE C) ~Ii:: I /2" _/ 1 (E) REG. VALVE i (j) 15 FT Ii:: 0 1/2" '------1 1/2" Ii:: (j) (E) RANGE / OVEN APPROX. 68,000 BTU'S (61 CF/H) -(E) HOUSE Ii:: 1/2" (j) 15 FT 2" GAS PIPING DIAGRAM 1/4" = 1'-0" 30 FT I 1/2" (N) DRYER APPROX. 32,000 BTU'S (29 CF/H) -(N) ADU B FT I 1/2" (N) FORCED AIR UNIT APPROX, 39,000 BTU'S (35 CF/H) -(N) ADU Ii:: 1/2" I 1/2" 15 FT -------------------------- (N) RANGE / OVEN APPROX. 68,000 BTU'S (61 CF/H) -(N) ADU Ii:: 1/2" (j) I I /2" B FT (N) TANKLESS W,H. APPROX. 200,000 BTU'S (180 CF/H) -(N) ADU ---------- 1/4" = 1'-0" WALL LEGEND (El TO REMAIN (El TO BE REMOVED czzv.z,z,zi REVISIONS BY 6 I 6 6 ~ -~ ;/- PROJECT DESIGNER Jesse Cumpion C cu a_ ,__ co 0 0 0 0 0 C C\I LL Cl) ct! <( C -() 0 ct! 'O ·.;:; +--' ct! Cll -.n 0 0 Cl) ;:: E Cll ~ C () (]) ~ --ro· 0 © I-t: ---TI Cll 0 0) E o6 2 <D Cll iii C n,c " 0 > a= -<= CJ) E C r--~ 0 r--<D X :r: ·-<D z Cl) -" w <( ... V, 0) C ---Q) "O 0 E Q) 0 a: "' "' "' "O <( 0 C ci "' cu "' i5 C C ., (/) O):i --:,; (/J © Q) 0 >, -,_ "' "' 0 :,; 0 "" "O 0 "' "' e ~cp "' .5 0, "' ., r--. 0. CJ Er--. "' e ., ';-"' 0. 0 "' "' "' z "' "' 00 C C "' "' ., 7 in ..:....: " 0: "' "' :::J -- DRAWN/ CHECKED J.C. DATE /TIME 6/17/2021 7:53:51 PM PROJECT NUMBER 20-012 JOB NAME Catalano SHEET A-2 OF 15 SHEETS I I I I \ \ I \ ATTIC VENTILATION SHALL BE CROSS l ' l ' I I I \ I I \ I \ \ \ 1 (j) • I ;;; \ \ I \ \ \ \ I NOTE: FOR TRUSS LAYOUT PLAN SEE SHEET S-2 i r. I I I _1%M!N. SLOPE (El G030 XO SL .(E) DINING RM (E) 8'-0" CLG ltE) TILEI . ·0.·. ·· ...•. · .. · ....... LINE OF [E) 7'-G" · · HI. SOFFIT· · . . . ' ' . _ ·. (IE) 3G" HI. BAR . \ . .. . . . ·. rn(E)D/Wi 0 (E) KITCHEN [E) 7'-G" CLG l(El TILEI IE) RfF NOTE: ELECTRICAL LEGEND FOR ELECTRICAL SYMBOL LEGEND SEE SHEET A-4 AND FOR GENERAL ELETRICAL NOTES SEE SHEET A-1-1 = Door Bell Outdoor flood light _!%MIN. SLOPE "' <J) <J) N (E) HALL [E) 8'-0" CLG ltE) TILE! I I I I I I I I I IE) LN. IE) 2GG8 0 (E) 2GG8 (E) BDRM [El 8'-0" CLG lrEJ CARPET! (E) BATH (E) 8'-0" CLG lifui.iil {E) TUB/ 5HWR e (E)S$F 5' -O" ~@ 2 (c) ~ (NJ 2G40 SH D * I I + + 0 Switch Three way switch Dimmer switch Vacancy sensor Recessed can light Linear light Under cabinet Light Wall mounted light Ceiling mounted light/ Pendant light Ceiling mounted directional light Puck light Bath fan & light combination §= WP GFCI <a= GFCI <a= AFCI <a= 1/2 HOT @ea 220V Smoke alarm Carbon monoxide alarm Exhaust fan Junction box 11 o Volt duplex outlet 110 Volt duplex outlet below counter Waterproof with ground fault circuit interrupter Ground fault circuit interrupter Arc fault circuit interrupter Switch operated outlet 220 Volt duplex outlet ~ CABLE ,~ TV Cable television 1---;<[ PHONE Telephone jack f--t FG Fuel gas SEE 150(K) RESIDENTIAL LIGHTING SECTION IN THE GENERAL NOTES PAGE, FOR ALL LIGHTING REQUIREMENTS APPLICABLE TO THIS PROJECT. [NJ SOLID ROOF PATIO COVER BY H.O. / / . ✓- /. /. 22' -O" 14' -0" \ 3 ' · · (N} MICRO --. -:- DRAWER (N) KITCHEN · IN) 8'-0" CLG l(NJLvPI 3' -0" \ (E) I 5" HIGH KEYSTONE WALL --n(N) MINI-SPLIT NC ONDENSER EXISTING / PROPOSED ROOF PLAN IE) 30" GAS ~0 .w/ HOOD ABV. . . ·. lu 0 ~ (E) M. BATH . [E 8'-0" CLG {E) TILE ~ \ -+---[NJ 30" RANGE/ OVEN w/ HOOD ABV. 1/4" = 1 '-0" CLASS 'A' ASPHALT-----, SHINGLE ROOF ASSEMBLY FER PLAN (ESR-1475) (E) I 5# FELT PAPER--- ( I) LAYER. >4,12 OVERHANG$ FITCH FER FLAN / IE) ROOF SHEATHING I FER FLAN I r INSULATION BAFFLES (2) LAYERS, >2: I 2 TO <4: J 2 (E) RAFTERS FER FLAN------, i /4"-3/4" OVERrlANG (E) METAL DRIP EDGE FLASHING (UNDER FELT) (E) I, SHADOW BOARD (E) 2x FASCIA (E) STARTER BOARD---- • i 7/8" STUCC0--------1 WIRE LATH --------i~li,. GRADE 'D' BUILDING PAPER--------oflll!r< (2) LAYERS OVER SHEATHING ® SHEAR TRANSFER I R-30 FIBERGLASS BATT INSULATION .. PROJECTIONS MIN. FIRE- RESISTANCE RATING [;e2'<5' FROM PROF. LINE), ROOF EAVE FIRE-RESISTANCE RATING SHALL BE PERIV11TTED TO BE R£DUCED TO Q HOURS ON THE UNDERSIDE OF THE EAVE PROVIDED T~AT FIRE BLOCKING IS INSTALLED FROM THE WALL TOP PLATE TO THE UNDERSIDE OF THE ROOP SHEATHING PER TABLE R.302. I (I). CLASS 'A' ASPHALT-----, SHINGLE ROOF ASSEMBLY \\ FERFLAN(ESR-1475) \ I /4"-3/4" OVERHANG METAL DRIP EDGE FLASHING (OVER. FELD / Ix SHADOW BOARD_/ 2x BARGE RAFTEK I I STARTER BOARD---~ OUTLOOKER-------'----,lffif-j-' OVERHANG$ PITCH PER PLAN RADIANT BARRIER ROOF SHEAIHING PER. PLAN R-30 1 1NSUL. \ TRUSSES PER FLA.N---------+!l!Plv'7'>✓;'v~,-----v--rv·---.._ 718" STUCCO---------! WIRE LATH----------,; SHEATHING PER SHEAR---------+ SCHED. 2X STUD WALL----------+ R-I 5 FIBERGLA55---------t BATT INSULATION I /2" GYFSUM---------t WALLBOARD 0 SHEAR TRANSFER PROJECTIONS, MIN. FIRE-I RESISTANCE RATING [;e2'<5' FROM PROF. LINE), ROOF EAVE FIRE-RfSISTANCE RATING SHALL BE PERMITTED TO BE REDUCED TO Q HOURS ON THE UNDERSIDE Of THE EAVE PROVIDED THAT GABLE VENT OPENINGS AR£ NOT INSTALLED. FER TABL£ R302. I (I). ---------------- (E) LIVING RM. . {E) 8'-0" CLG l1EJ WOOD/. [E) I 004D XOX SL t-----,---,----,' □ 1%MIN. ---SLOPE ci 0 ! l <i I I ~fl l . "' I [g: (E) ENTRY . (E) 7'-b" CLG [i@j [E) FAIR 2GG8 . (E) PORCH SITE PLAN NOTES 1. Runoff may not be concentrated within 5' of a structure. 2. Surface water will drain away from building. The grade shall fall a minimum of 6" within the first 10 feet. 3. All property lines real or assumed, easements and buildings both existing and proposed, are shown on this site plan. 4. Storm water runoff from proposed impervious areas will be routed to landscape areas or planter boxes, prior to reaching the public drain system. _ _ __ 5. Downspouts shall disconnect and discharge over landscape areas. s "' <J) <J) . OJ u [g: w E N (E) M. BDRM [E) 8'-0" CLG ltE) CARPET! [E) 8030 XO SL PROPERTY LINE PROPOSED FLOOR PLAN 1/4" = 1 '-0" N 0 <fl ~- '- io 0 8 I I I I I I I I I I I I I I (N) W/D FAN ~ I I \ (N) 32" REF hA~F HOT (N) BATH_ (NJ 8'-0" CLG ' j(N)TILEI (N~~INI 5fuT\:::_(N) I 2,000 BTU . DUCTLESS MINI SPLIT SYSTEM. (N) 8030 XO SL 0 17'-8" \ \ HEATER NORITZ #NRC-bb 1-DV-P OR EQUAL\ \\ ---(N) EXH. FAN FOR IAQ 50 CFM / [I) SONE WI TiMER $ MANUAL OFF SWITCH ~ <fl 0 X lJl "' ~® 6 \ (E) I 5" HIGH KEYSTONE WALL 22' -O" L-"------~-.---'-~---'::~==-1 % MIN .. ----:;;..:------t----:::;;;::== I% MIN. -__ .,_ SLOPE 0 SLOPE WALL LEGEND (E) TO RfMAiN [N) 2 , 4 WALl5 (N) 2 x G WALLS 0 N I REVISIONS BY 6 6 6 ~ ~ -;- PROJECT DESIGNER Jesse Cumpion C rel a.. -0 0 00 a: 0 0 0 ~ C C\I a, Ct:l <( C Ct:l u rel +-' u a.. Ct:l <U ..Cl ,._ 0 (/J 0 ,:: <U 0 ~ .□ u LL ~ ro -I-"O © t::: 1J <U Q) 0 E ocS :::,;; Cl) © <U 0 °' (1) © 0 > ; Cl. i= E C I'--0 0 I'-© I --© ,._ z a, .c a.. < .... ~ 0) C ·--(]) "'O 0 E (]) 0 a: "' -N "' "'O -< 0 C 0 0, eel "' 0 C C c:l O)oi ·-:,; en '" (]) 0 ~ ~ ·-"' en 0 :,; 0 "' -0 0 "' "' i" .t:: '!' 0) N "' .s a, ,-. Q. () E ,-. "' i" "'~ "" o._ 0 "' " z -"' "' "' <D C C <D " "' --., LC) ..:....: 0 a: N <D ::J -- DRAWN/ CHECKED J.C. DATE/TIME 6/17/2021 7:53:57 PM PROJECT NUMBER 20-012 JOB NAME Catalano SHEET A-3 OF 15 SHEETS Elevation 1 1/4" = 1'-0" 12 4 ~ 0 Section 1 R-30 INSULATION @ CEILINGS TYF. [?111 (NJ R-1 5 INSULATION EXTERIOR WALLS TYF. I BEDROOM [E) KEYSTONE WALL --'--c· ' ·-,--::r~ '. ' ·-. .L=::I--:: -, ,----.---.-- ' ~-· ,--__ ,_'-.,_ I---,------:-1------. ·--_, ' -1 I 1-1 ' .-: i ,--, ,--. ! -, i-l I -'--1 . '-, 1-i ; i-1 i i--1 I i-1 I 1-I -I -· 1-· 1--1 1 -I 1-. -I I --I -11 1-··1-•11-1··1-i·1·--11.-·1-1-11-1 -11•-·11'-111-•11-,1---i .. -·,:-1-· II' 1.1 I 1··· II I. 11 ,=Ii = = i =' i=-: ,=iij ii= .,=,Ii=. I= = :=I =,, =,:1=.,i=,·.,=,i==' ==,,==; == 1 == ,1=,1 Elevation 2 cu z ::, 1/4" = 1'-0" 4' -O" ®Section 2 R-30 1t,ISULATION @ CEILINGS TYF. i ! ' ' ---,, ! IN) R-1 5 INSULATION EXTERJOR WALLS TYF.-· -------i NOTE: THIS DETAIL ILLUSTRATES TYPICAL WINDOW FLASHING CONDITIONS. ACTUAL FIELD CONDITIONS MAY VARY, MODIFICATIONS MAY BE NECESSARY TO ACCOMODATE THOSE CONDITIONS. 1,,-jj--JAMB STRIP FLASHING: BARRIER COATED REINFORCED FLASHING MATERIAL (BCRFM) SISALKRAFT OR EQUIVALENT DOOR SCHEDULE >--11---SILL STRIP FLASHING: NUMBER WIDTH I HEIGHT COUNT FINISH I DESCRIPTION ' 1 3' -011 I 6' -8" 1 PAINT GRADE \SOLID CORE 2 3' -O" 6' -8" 1 PAINT GRADE 1 HOLLOW CORE PAIR OF DOORS 3 2' -6" I 6' -8" 1 PAINT GRADE INTERIOR HOLLOW CORE 4 3' -ff' 6' -8" 1 PAINT GRADE HOLLOW CORE PAIR OF DOORS 5 2' -4" i 6' -8" 1 PAINT GRADE POCKET DOOR 6 2' -411 6' -8" 1 PAINT GRADE POCKET DOOR 7 7'-11" 8' -O" 1 PAINT GRADE Bl-PASS DOOR 8 6' -O" 6' -811 I 1 VINYL 2 PANEL SLIDING GLASS DOOR, DUAL PANE CLEAR TEMPERED GLASS w/ SCREEN 9 2' -4" 6' -8" ! 1 PAINT GRADE 1 INTERIOR HOLLOW CORE 10 6' -011 6' -8" ! 1 VINYL i2 PANEL SLIDING GLASS DOOR, DUAL PANE CLEAR TEMPERED GLASS w/ I \SCREEN Grand total: 1 O WINDOW SCHEDULE KEY WIDTH HEIGHT COUNT I FINISH DESCRIPTION I I A B C D Grand total: 5 Windows & Doors U-Factor = 0.30 SHGC = 0.23 8' -O" 3' -O" 4' -6" 1' -4" 3' -O" 1 I 3' -6" 1 i 3' -611 2 I 3' -O" I 1 l See title 24 calculations on sheets A-1-2. ~------------------- VINYL XO SLIDER, DUAL PANE CLEAR GLASS w/ SCREEN I VINYL XO SLIDER, DUAL PANE CLEAR GLASS w/ SCREEN I VINYL XO SLIDER, DUAL PANE CLEAR GLASS w/ SCREEN i VINYL SINGLE HUNG, DUAL PANE CLEAR GLASS w/ SCREEN i I ; I I I ! I : I I I I ' ! TOP NAIL ONLY o-!1---HEAD FLASHING OVER WINDOW FLANGE (BCRFM) ~'-----WINDOW SYSTEM W/ FLANGE OVER JAMB & SILL FLASHING PROVIDE CONTINUOUS BUTYL SEALANT BETWEEN JAMB & SILL WINDOW FLANGE & FLASHING STRIPS '--------BUILDING PAPER UNDER SILL FLASHING STRIP (BCRFM) 0 EXTERIOR WALL SCREED 1/4" = 1 '-0" GYP. BD. .,---BATT INSULATION (WHERE OCCURS) --(N) 3 COAT STUCCO 7/8" THICK OVER J 5 # FELT. WHEN APPLIED OVER WOOD-BASED SHEATHING, SHALL REQUIRE UNDERLAYMENT WiTH A CONTINUOUS WATER-RESISTIVE BARRIER WITH PERFORMANCE AT LEAST EQUIVALENT TO TWO (2) LAYERS OF ASTM D22G TfPE I GRADED# I 5 ASPHALT-IMPREGNATED FELT ---BUILDLING WRAP ~--2X PRESSURE TREATED BOTTOM PLATE --WEEP SCREED FER R703.7.2. I C z FiNISH GRADE OR COMPACTED GRAVEL OVER SAND BASE 0 EXTERIOR WALL SCREED 8 INTERIOR PER 20 I 9 CALIFORNIA RESIDENTIAL CODE, R3 I I .3. I, R3 I I .3.2 < R3 I I .3.3 EXTERIOR EXTERIOR DOOR THRESHOLD FRONT DOOR (EGRESS DOOR) I -J /2" MAX. FOR OUTSWING DOORS 7-3/4" MAX. FOR INSWING DOORS ALL OTHER EXTERIOR DOORS 7-3/4" MAX. (REGARDLESS DOOR SWING) EXTERIOR LANDING XTERIOR WALL SCREED --MIN_ CLEARANCE CENTER OF TOILET TO WALL OR CABINETS PER PLAN 1----WALL OR CABINET FER PLAN "' dlL J.--+---MIN. CL£ARANCE ~i /: IN FRONT OF TOILET -4:- MIN. TOILET CLEARANCES APPLICABLE FOR ALL TOILETS REVISIONS BY 6 6 ' 6 I ~ y- PROJECT DESIGNER Jesse Cumpion en Q) ::::l -0 Q) ..c (.) CJ) ocS en ·-m ...... Q) 0 . en C 0 OJ ...... 0 0 m 0 > C\J C: 0-, Q) C'Cl <( w () C'Cl ,.._ ....... 'O 0 C'Cl ro .D ·;:: 0 Cl) Q) -.::: ro ...... ~ Q () X 0 w ~ ·-af " I--0 TI t 0 ro Q) E ocS :2' en <l) ro a5 0 °' <l) 0 > ~ Q. E C: r---" 0 0 ·-r---,.._ I <l) z 0-, .c a.. <( '1" "' 0) C ·--Q) -0 0 E Q) 0 a: E 0, -0 <3_ C 0 0, ro 6 C C 3l O)tii ·-::; en,; 0 >, Q) ·= 0) m 0::; 0 '"' 'O 0 '"' 0) i1' ~ 9' aJ ·'= en C'J "' " Q () E "-"' " "' ,.,. .. ~ (l_ 0 "' " "' Z ~rn "' C C " "" "' '. .sl J "' " (l_ --..., DRAWN I CHECKED J.C. DATE!TIME 6/17/2021 7:54:02 PM PROJECT NUMBER 20-012 JOB NAME Catalano SHEET A-4 OF 15 SHEETS 0 z LLi (/) 2 0: 0 lL G ' 0 [f) " 0 f-z 1•; ui z 0 0 z w ~ ii: s U) U) w 0: [L X w w I f- 0 z z < f-a, 0 t; a: LL f-::, 0 I f-3 0: w > llJ 0 (J) ~ a: s 0: w z z <( 2 0: 0 2 0: 0 lL >-z < z 0: 0 0 w (') z < I 0 0 w 0.. 0 0 0 LU 0 ::, 0 0 0: 0.. LU a: w CT) f-c z --' _; <( I (f) f-z w 2 :::, 0 0 0 (/) I f- f-z w 2 ::, 0 0 0 [/) I i-- z 0: ~ o._ 0 0: o._ 0: w I i--0 0 z <( f-T a a: >-0.. 0 () s ~ z 0 :e 2 0 () er: r w w > a: w J? w a: >--' w > (/) 00 w a: "-x :..!J 0 z 0 z :r: CJ w z 0 z w (/) 2 a: 0 LL STATEMENT OF SPECIAL INSPECTIONS DESCRIPTION & TYPE OF INSPECTIONS REQUIRED : EPOXY ADHESIVE FOR RETROFIT ANCHORING: • CONTINUOUS INSPECTION REQUIRED FOR RETROFIT ANCHOR BOLTS & HOLDOWN ANCHORS USING SIMPSON 'SET-XP' HIGH STRENGTH ADHESIVE (ESR-2508) or SIMPSON TITEN HD' ANCHORS (ESR-2713) AT THE SPACING & LOCATION INDICATED PER PLAN. THE SPECIAL INSPECTOR IS TO VERIFY THE DRILLING OF ANY HOLES, THE CLEANLINESS OF THE HOLE, MOISTURE IN THE HOLE, MIXING OF THE EPOXY, ADHESIVE IDENTIFICATION & EXPIRATION DATE, AND THE PROPER MATERIAL OF THE ASSEMBLY. THE SPECIAL INSPECTOR IS TO VERIFY THE ANCHOR TYPE, ANCHOR DIMENSIONS, ANCHOR SPACING, EDGE DISTANCES AND EMBEDMENT, TIGHTENING TORQUE (IF REQ'D), AND ADHERENCE TO THE MANUFACTURERS ESR REPORT INSTALLATION INSTRUCTIONS. SPECIAL INSPECTION NOTES: A. THE SPECIAL INSPECTIONS IDENTIFIED ARE IN ADDITION TO THOSE REQUIRED BY THE BUILDING CODE, AS AMENDED. SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY A CITY INSPECTOR. B. THE SPECIAL INSPECTORS MUST BE CERTIFIED BY THE GOVERNING JURISDICTION, IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION. EXCEPTION, INSPECTIONS BY THE SOILS ENGINEER OF RECORD. C. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE GOVERNING JURISDICTION FOR TESTING OF MATERIALS, SYSTEMS, COMPONENTS, AND EQUIPMENTS. 0. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED AND SUBMITTED TO THE INSPECTION SERVICES DIVISION. E. A PROPERTY OWNER'S FINAL REPORT FORM FOR WORK REQUIRED TO HAVE SPECIAL INSPECTION, TESTING, AND OBSERVATIONS MUST BE COMPLETED BY THE PROPERTY OWNER, PROPERTY OWNER'S AGENT OF RECORD, ARCHITECT OF RECORD, OR ENGINEER OF RECORD AND SUBMITTED TO THE INSPECTION SERVICES DIVISION. F. CONTINUOUS INSPECTIONS IS ALWAYS REQUIRED DURING THE PERFORMANCE OF THE WORK UNLESS OTHERWISE SPECIFIED. WHEN WORK IN MORE THAN ONE CATEGORY OF WORK REQUIRING SPECIAL INSPECTION IS TO BE PERFORMED SIMULTANEOUSLY, OR THE GEOGRAPHIC LOCATION OF THE WORK IS SUCH THAT IT CANNOT BE CONTINUOUSLY OBSERVED IN ACCORDANCE WITH THE PROVISIONS OF CBC SECTION 1704, IT IS THE AGENT'S RESPONSIBILITY TO EMPLOY A SUFFICIENT NUMBER OF INSPECTORS TO ASSURE THAT ALL THE WORK IS INSPECTED IN ACCORDANCE WITH THOSE PROVISIONS. G. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST ONE WORKING DAY PRIOR TO PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. H. SPECIALLY INSPECTED WORK THAT IS INSTALLED OR COVERED WITHOUT THE APPROVAL OF THE CITY INSPECTOR IS SUBJECT TO REMOVAL OR EXPOSURE. I. FABRICATOR MUST BE REGISTERED & APPROVED BY GOVERNING JURISDICTION FOR THE FABRICATION OF MEMBERS & ASSEMBLIES ON THE PREMISES OF THE FABRICATOR'S SHOP. J. FABRICATOR SHALL SUBMIT AN 'APPLICATION TO PERFORM OFF-SITE FABRICATION' TO THE INSPECTION SERVICES DIVISION FOR APPROVAL PRIOR TO COMMENCEMENT OF FABRICATION. K. FABRICATOR SHALL SUBMIT AN 'CERTIFICATE FOR COMPLIANCE FOR OFF··SITE FABRICATION' TO THE INSPECTION SERVICES DIVISION PRIOR TO THE ERECTION OF FABRICATED ITEMS AND ASSEMBLIES. L. WHERE MATERIALS OR ASSEMBLIES ARE REQUIRED BY THE BUILDING CODE TO BE LABELED, SUCH MATERIALS AND ASSEMBLES SHALL BE LABELED BY AN AGENCY APPROVED BE THE GOVERNING JURISDICTION IN ACCORDANCE WITH SECTION 1703. PRODUCTS AND MATERIALS TO BE LABELED SHALL BE TESTED, INSPECTED AND LABELED IN ACCORDANCE WITH THE PROCEDURES SET FORTH IN SECTIONS 1703.5.1 THROUGH 1703.5.4. M. NOTICE TO THE APPLICANT I OWNER I OWNERS AGENT/ DESIGNER/ OR ARCHITECT: BY USING THIS PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/ INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF GOVERNING JURISDICTION FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES. N. NOTICE TO THE CONTRACTOR/ BUILDER/ INSTALLER/ SUB-CONTRACTOR/ OR OWNER BUILDER: BY USING THIS PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION OF THE WORK SPECIFIED HEREIN, YOU ACKNOWLEDGE AND ARE AWARE OF, THE REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF THE GOVERNING JURISDICTION FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES REBAR NOTES FOUNDATION NOTES 1. REBAR SHALL CONFORM TO THE ASTM A615 AND SHALL BE THE FOLLOWING: GRADE 40 FOR 1. #3 & #4 REBAR, AND GRADE 60 FOR #5 REBAR AND LARGER. USE ASTM A706 GRADE 60 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI (U.N.O.), MAX WATER-CEMENT RATIO OF 0.50, AND A MAX SHRINKAGE OF 0.05%. WHERE REBAR IS TO BE WELDED. 2. DETAILS OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH CBC 2019, ACI 318-14 CHAPTER 7. IN ADDITION, REINFORCING STEEL DETAILING, BENDING AND PLACING SHALL BE IN ACCORDANCE THE LATEST EDITION OF THE MANUAL OF STANDARD PRACTICE" BY THE CONCRETE REINFORCING STEEL INSTITUTE (CRSI). 2. SLAB ON GRADE SHALL BE A MINIMUM OF 4" THICK WITH #3 REBAR@ 18" O.C. EACH WAY IN THE CENTER. UNDERLAY WITH 2" CLEAN SAND, OVERLYING 10 MIL. 'VISQUEEN' MOISTURE BARRIER, OVERLYING AN ADDITIONAL 2" OF CLEAN SAND. THE MOISTURE BARRIER SHOULD BE PROPERLY LAPPED AND SEALED AT JOINTS AND AROUND ANY BREAKS SUCH AS OPENINGS FOR UTILITY CONDUITS. 3. ALL FLATWORK TO BE INSTALLED IN ACCORDANCE WITH CITY STANDARDS OR THE APPROVED SOILS REPORT. 3. WELDING OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A706 WITH LOW HYDROGEN ELECTRODES AND SHALL CONFORM TO 'STRUCTURAL WELDING CODE. REINFORCING STEEL BY ANSI/AWS D1 .4 OF THE AMERICAN WELDING SOCIETY. THE MINIMUM TENSILE STRENGTH OF THE WELD METAL SHALL BE 70KSI. WELDING OF CROSSING 4· BARS AND TACK WELDING OF REINFORCEMENT IS NOT PERMITTED. BOTTOM OF ALL FOOTINGS SHALL MAINTAIN 7'-0" MIN. (OR PER APPROVED SOILS REPORT) DISTANCE TO DAYLIGHT WHERE SLOPES OCCUR. HORIZONTAL DISTANCE SHALL BE MEASURED FROM THE BOTTOM LEADING EDGE OF FOOTING TO DAYLIGHT. 4. REBAR SUPPORTS SHALL BE PROVIDED IN ACCORDANCE WITH THE PROVISIONS OF "BAR SUPPORT SPECIFICATIONS" AS CONTAINED IN THE LATEST EDITION OF THE MANUAL OF STANDARD PRACTICE" BY THE CONCRETE REINFORCING STEEL INSTITUTE (CRSI). 5. WALLS, PILASTERS, AND COLUMNS SHALL BE DOWELED TO THE SUPPORTING FOOTINGS WITH REINFORCEMENT OF THE SAME SIZE, GRADE, AND AT THE SAME SPACING AS THE VERTICAL REINFORCEMENT IN THE WALLS, PILASTERS, OR COLUMNS. (U.N.O.) 6. VERTICAL REINFORCEMENT SHALL BE TIED OR OTHERWISE FIXED IN POSITION AT THE TOP AND BOTTOM AND AT INTERMEDIATE LOCATIONS, SPACED NOT GREATER THAN 192 BAR DIAMETERS. 7. ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE BEFORE PLACING CONCRETE OR GROUT. 8. LAP SPLICES TO BE CONTACT SPLICES WITH NOT MORE THAN 2" BETWEEN REBAR. 9. LAPS AT REBAR SPLICES IN MASONRY CONSTRUCTION SHALL BE 48 REBAR DIAMETERS BUT NOT LESS THAN 2'-0". 11. LAPS AT BAR SPLICES IN CONCRETE CONSTRUCTION, CLASS B, SHALL BE AS FOLLOWS: TOP BARS OTHER THAN TOP BARS REBAR SIZE f'c = 25QQ PSI f'c = 3QQQ PSI f'c = 2500 PSI f'c= 3QQQ PSI #4 24" 20" 20" 16" #5 30" 27" 24" 21" #6 35" 33" 28" 25" #7 40" 38" 32" 29" #8 45" 43" 36" 33" 5. ALL ANCHOR BOLTS, HOLDOWN ANCHORS, & DOWELS MUST BE TIED IN PLACE PRIOR TO CALLING FOR FOUNDATION INSPECTION. 6. WOOD IN CONTACT WITH CONCRETE OR MASONRY, OR IF LESS THAN 8" FROM EXTERIOR GRADE, SHALL BE PRESERVATIVE TREATED. 7. ALL FASTENERS AND CONNECTORS IN PRESERVATIVE TREATED WOOD SHALL BE HOT DIPPED ZINC-COATED GALVANIZED STEEL PER ASTM A 153. ANCHOR BOLTS MAY HAVE A MECHANICALLY DEPOSITED ZINC COATING WITH WEIGHTS PER ASTM B 695, CLASS 55. IT IS ACCEPTABLE TO USE UNPROTECTED CARBON STEEL FASTENERS AND CONNECTORS IN TREATED WOOD THAT IS PRESERVED WITH BORATE BASED PRESERVATIVE AND LOCATED IN A DRY AND ENCLOSED ENVIRONMENT SUCH AS IN A WALL CAVITY. 8. SILL PLATES BEARING ON CONCRETE OR MASONRY SHALL HAVE MINIMUM OF½," 0 ANCHOR BOLT WITH AT LEAST 7" CONCRETE/MASONRY EMBEDMENT, SPACED@ 72"O.C. MAX, PLACED 4" MIN. TO 12" MAX FROM EACH END OR FROM A NOTCH, AND A MINIMUM OF TWO ANCHOR BOLTS PER SILL PLATE PIECE. (U.N.O.) 9. ANCHOR BOLTS AND HEAVY HEX BOLTS INSTALLED INTO CONCRETE SHALL BE ASTM F1554, GRADE 36. (U.N.O.) THREADED RODS INSTALLED USING EPOXY ADHESIVE INTO EXISTING CONCRETE SHALL CONFORM TO ASTM A307, GRADE C. (U.N.O.) 10. ANCHOR BOLTS SHALL INCLUDE STEEL PLATE WASHERS, A MIN. OF 3" x 3" x 0.229" (3ga) IN SIZE, BETWEEN THE SILL PLATE AND NUT. THE HOLE IN THE PLATE WASHER IS PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO Xs" LARGER THAN THE BOLT DIAMETER AND A SLOT LENGTH NOTTO EXCEED 1¾", PROVIDED A STANDARD CUT WASHER BETWEEN THE PLATE WASHER AND THE NUT. THE PLATE WASHER SHALL NOT EXTEND GREATER THAN½" FROM THE EDGE OF THE BOTTOM PLATE TO THE SHEATHED SIDE, WHERE SHEAR PANELS OCCUR. 11. ALL NON-BEARING WALLS SHALL USE 2x P.T. SILL W/ "HILTI" SHOTPIN FASTENERS (ESR-1663) OR EQUIVALENT@ 32"o.c., 6" FROM ENDS. 12. THE STRUCTURE SHALL EITHER BE LOCATED ON COMPETENT (NATIVE) SOIL OR THE SOIL SHALL BE COMPACTED TO 90% AND BE TESTED BY A LICENSED SOILS ENGINEER WITH A COMPACTION REPORT SUBMITTED TO THE BUILDING OFFICIAL. WHERE FILL IS REQUIRED, ALL FILL MATERIAL TO BE GRANULAR, NON COHESIVE SOIL. ALL FILL OVER 12" IN DEPTH SHALL BE COMPACTED TO 90% AND BE TESTED BY A LICENSED SOILS ENGINEER WITH A COMPACTION REPORT SUBMITTED TO THE BUILDING OFFICIAL. 13. THE OWNER IS RECOMMENDED TO OBTAIN A SOILS REPORT PREPARED BY A LICENSED SOILS ENGINEER. SHOULD OWNER ELECT NOT TO OBTAIN A SOILS REPORT, EITHER ACTUAL OR IMPLIED, THE BUILDING OFFICIAL RETAINS THE RIGHT TO REQUIRE A SOILS REPORT. 14. IF THE BUILDING INSPECTOR SUSPECTS FILL, EXPANSIVE SOILS, OR ANY GEOLOGICAL INSTABILITY BASED ON OBSERVATION OF THE FOUNDATION EXCAVATION, A SOILS OR GEOLOGICAL REPORT, AND RESUBMIT OF PLANS TO PLAN CHECK TO VERIFY THAT THE REPORT RECOMMENDATIONS HAVE BEEN INCORPORATED, MAY BE REQUIRED. 15. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE CONTRACTOR/SOILS ENGINEERING SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT: THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE CITY STANDARDS OR THE APPROVED SOILS REPORT: THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED, AND THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE CITY STANDARDS OR THE APPROVED SOILS REPORT. 16. WHERE OCCURS, EPOXY ANCHORS IN CONCRETE SHALL USE 'SIMPSON STRONG-TIE SET-XP' EPOXY (ESR #2508). EPOXY ANCHORS IN MASONRY SHALL USE 'SIMPSON STRONG-TIE SET' EPOXY (ESR #1772). ALL EPOXY ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE ESR REPORT & WITH SPECIAL INSPECTION. HOLES SHALL BE CLEAN AND FREE FROM DUST PRIOR TO INSTALLATION. HOLES SHALL BE A MAXIMUM OF Y,,' LARGER THAN THE BOLT DIAMETER. SPECIAL INSPECTION IS REQUIRED. THREADED RODS INSTALLED USING EPOXY ADHESIVE SHALL CONFORM TO ASTM A307, GRADE C (U.N.O.). WHEN INSTALLING ANCHORS IN EXISTING CONCRETE OR MASONRY, DO NOT CUT OR DAMAGE EXISTING REINFORCING. 17. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE EXISTING CONDITIONS OR INTEGRITY OF THE EXISTING FOUNDATIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SIZE OF THE EXISTING FOOTINGS AND TO NOTIFY THE EOR OF ANY DISCREPANCIES OR PROBLEM AREAS PRIOR TO CONSTRUCTION. 18. CONTRACTOR IS RESPONSIBLE FOR DESIGN AND CONSTRUCTION OF ALL UNDERPINNING, CRIBBING, BRACING, AND SHORING REQUIRED. 19. ALL DIMENSIONS SHALL BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DISCREPANCIES SHALL BE RESOLVED WITH THE ARCHITECT/ DESIGNER. CONCRETE NOTES 1. CONCRETE SHALL CONFORM TO ACI 318-14, CHAPTER 5, AND THE MINIMUM 28-DAY CYLINDER STRENGTH SHALL BE 2500 PSI (U.N.O.). 2. WHERE CONCRETE STRENGTH IS 3000 psi OR GREATER, CYLINDER TESTS ARE REQUIRED PER ACI 318-14 5.6.3.3. CYLINDER TESTS ARE NOT REQUIRED FOR CONCRETE DESIGNED FOR LESS THAN 3000 PSI. 3. ALL CONCRETE TO HAVE MAX WATER-CEMENT RATIO OF 0.50, AND A MAX SHRINKAGE OF 0.05%. 4. PORTLAND CEMENT SHALL CONFORM TO THE REQUIREMENTS OF ASTM C150, TYPE II. WHERE SULFATES ARE PRESENT USE TYPE V CEMENT. 5. AGGREGATES SHALL CONFORM TO THE REQUIREMENTS OF ASTM C33 FOR NORMAL WEIGHT CONCRETE AND ASTM C330 FOR LIGHTWEIGHT CONCRETE. THE MINIMUM COARSE AGGREGATE SIZE IS 318 . 6. ADMIXTURES SHALL BE USED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND APPROVED BY THE ENGINEER OF RECORD. 7. READY-MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OF "STANDARD SPECIFICATION FOR READY-MIXED CONCRETE" ASTM C94. 8. MINIMUM CONCRETE COVER FOR REINFORCING STEEL IN NON-PRESTRESSED CAST-IN-PLACE CONCRETE SHALL BE AS FOLLOWS (U.N.O.): CAST AGAINST EARTH: 3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER: 2" FOR #6 REBAR AND LARGER, 11/, FOR #5 REBAR AND SMALLER NOT EXPOSED TO EARTH OR WEATHER SLABS & WALLS (#11 REBAR & SMALLER) ¾" BEAMS & COLUMNS (TIES, STIRRUPS, SPIRALS) 1½" FRAMING NOTES DESIGN CRITERIA 1. ROOF SHEATHING SHALL BE: 15132" PLYWOOD, EXPOSURE 1, 32/16 SPAN RATING, USE 8d COMMON NAILS@ 6" O.C. B.N. & E.N. & @ 12" O.C. F.N., BOUNDARY NAILING (B.N.) APPLIES TO 0 SUfPORTED PLYWOOD EDGES LOCATED AT BEARING WALLS, BEAMS, AND DRAG MEMBERS WEIGHTS ROOF (COMP. SHINGUC, 4psf MAX.} AS 8HOWN PER PLAN. EDGE NAILING (E.N.) APPLIES TO ALL OTHER SUPPORTED EDGES. UN$UPPORTED PLYWOOD EDGES DO NOT REQUIRE BLOCKING UNLESS SPECIFIED PER PLAN. ALL ROOF SHEATHING SHALL EXTEND UNDER CA-FILL AREAS. 2. FLOOR SHEATHING SHALL BE: 23/32" PLYWOOD, TONGUE & GROOVE, STURDl-1-FLOOR, EXPOSURE 1, 48/24 SPAN RATING, USE 10d COMMON NAILS @6" O.C. B.N. & E.N. & @ 12" O.C. F.N .. BOUNDARY NAILING (B.N.) APPLIES TO SUPPORTED PLYWOOD EDGES LOCATED AT BEARING WALLS, BEAMS, AND DRAG MEMBERS AS SHOWN PER PLAN. EDGE NAILING (E.N.) APPLIES TO ALL OTHER SUPPORTED EDGES. UNSUPPORTED PLYWOOD EDGES DO NOT REQUIRE BLOCKING UNLESS SPECIFIED PER PLAN. 3. DIAPHRAGM SHEATHING NAILING OR OTHER APPROVED SHEATHING CONNECTORS SHALL BE DRIVEN SO THAT THEIR HEAD OR CROWN IS FLUSH WITH THE SURFACE OF THE SHEATHING. 4. ALL BEARING WALL STUDS SHALL BE THE FOLLOWING (U.N.O.); 9'-0" OR LESS USE 2x4 STUDS @ 16" O.C.; 10'-0" OR LESS USE 2x4 #2@ 16" O.C.; 12'-0" OR LESS USE 2x4 #2@ 12" O.C.; 18'-0" OR LESS USE 2x6 #2@ 16" O.C.; 22'-0" OR LESS USE 2x6 #2@ 12" O.C .. ALL BEARING WALL STUDS SHALL BE CONTINUOUS BETWEEN BOTTOM/ SILL PLATE TO DOUBLE TOP PLATE THAT IS BRACED BY FRAMING PER PLAN. U.N.O. 5. ALL NON-BEARING WALL STUDS SHALL BE THE FOLLOWING (U.N.O.); 12'-0" OR LESS USE 2x4 STUDS@ 16" O.C.; 22'-0" OR LESS USE 2x6 #2@ 16" O.C. 6. EACH TRUSS SHALL BE LEGIBLY BRANDED, MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE FOLLOWING IMFORMATION LOCATED WITHIN 2 FEET OF THE CENTER OF THE SPAN ON THE FACE OF THE BOTTOM CHORD; IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS, THE DESIGN LOADS, AND THE SPACING OF THE TRUSSES (WHERE OCCURS) 7. DO NOT CUT, NOTCH, DRILL, BORE, SHAVE, TAPER, OR MODIFY ANY WOOD OR MANUFACTURED LUMBER UNLESS SPECIFIED PER PLAN OR WITHIN THE PARAMETERS SET FORTH BY THE MANUFACTURER OF THAT PRODUCT. 8. FRAMING CONNECTORS SPECIFIED ON DRAWINGS SHALL BE AS MANUFACTURED BY "SIMPSON STRONG-TIE" OR AN ENGINEER APPROVED EQUAL. 9. ALL POSTS SHALL HAVE AN 'A34' TO DOUBLE TOP PLATES & TO BTM I SILL PLATE (U.N.O.). WHERE DOUBLE TOP PLATE DOES NOT OCCUR, USE A 'BC' CONNECTION (U.N.O.). WHERE SILL PLATE DOES NOT OCCUR, USE A 'PB' CONNECTION (U.N.O.). 10. ALL BEAM TO DOUBLE TOP PLATE CO~INECTIONS SHALL BE 'A34' (U.N.O.). 11. PROVIDE BUILT-UP STUDS TO SUPPORT ALL BEAMS UNLESS POSTS ARE SPECIFIED. BUILT-UP POST TO MATCH BEAM WIDTH. SISTER TOGETHER WITH 16d@ 16" O.C. 12. PROVIDE DOUBLE JOISTS@ SIDES & ENDS OF ALL OPENINGS (U.N.O.). 13. PROVIDE DOUBLE JOISTS BELOW ALL INTERIOR WALLS 8'-0" OR GREATER IN LENGTH. PROVIDE BLOCKING@ ONE-THIRD OF THE SPAN. 14. ALL DOUBLE JOISTS SHALL SISTER TOGETHER W/ 16d@ 12" O.C. STAGGERED. 15. PROVIDE DOUBLE TRIMMER STUDS UNDER ALL HEADERS THAT ARE 4x12 OR LARGER. SISTER TOGETHER WITH 10d@ 8" O.C. (U.N.O.). 16. DISCONTINUOUS DOUBLE TOP PLATES SHALL BE STRAPPED WITH SIMPSON ST6236 or 2-CS16x32" (U.N.O.). 17. PROVIDE 'LUS' HANGERS FOR SAWN LUMBER (U.N.O.). PROVIDE 'IUS' HANGERS FOR MANUFACTURED JOISTS (U.N.O.) ALL HANGERS SHALL MATCH WIDTH & DEPTH OF MEMBER PER PLAN (U.N.O.). 18. ALL FASTENERS AND CONNECTORS IN PRESERVATIVE TREATED WOOD SHALL BE HOT DIPPED ZINC-COATED GALVANIZED STEEL PER ASTM A 153. IT IS ACCEPTABLE TO USE UNPROTECTED CARBON STEEL FASTENERS AND CONNECTORS IN TREATED WOOD THAT IS PRESERVED WITH BORATE BASED PRESERVATIVE AND LOCATED IN A DRY AND ENCLOSED ENVIRONMENT SUCH AS IN A WALL CAVITY. 19. ALL BOLT HEADS, NUTS, AND LAG SCREWS SHALL HAVE CUT WASHERS (U.N.O.). WOOD BOLT HOLES SHALL BE DRILLED½," toY,," LARGER THAN THE BOLT DIAMETER. BOLT HOLES SHALL BE ACCURATELY ALIGNED AND NOT FORCIBLY DRIVEN. 20. LEAD HOLES FOR LAG SCREWS SHALL BE BORED AS FOLLOWS: FOR SHANK: SAME DIAMETER AND LENGTH AS UNTHREADED SHANK, FOR THREADED PORTION: 40% TO 70% OF SHANK DIAMETER & LENGTH EQUAL TO THE THREADED PORTION. 21. THE CONTRACTOR SHALL VERIFY THE EXISTING FRAMING MEMBERS MARKED WITH VERIFY IN FIELD (V.I.F.) AND NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES. IF ANY EXISTING SHEARWALLS OR LET-IN BRACES ARE TO BE REMOVED, THE CONTRACTOR MUST NOTIFY THE ENGINEER OF RECORD PRIOR TO REMOVAL. 22. ALL DIMENSIONS SHALL BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DISCREPANCIES SHALL BE RESOLVED WITH THE ARCHITECT/DESIGNER. NAILING SCHEDULE CBC 2019 TABLE 2304.10.1 1. JOIST TO SILL OR GIRDER, TOENAIL 2. BLK'G. TO JOIST, TOENAIL EACH END 3. 1 "x6" SUBFLOOR (OR SMALLER) TO EACH JOIST, FACE NAIL 4. WIDER THAN 1" x 6" SUBFLOOR TO EACH JOIST, FACE NAIL 5. 2" SUBFLOOR TO JOIST OR GIRDER, BLIND & FACE NAIL 6. SOLE PLATE TO JOIST OR BLK'G., TYPICAL FACE NAIL SOLE PLATE TO JOIST OR BLK'G.@ BRACED WALL PANELS 7. TOP PLATE TO STUD, END NAIL (3) 8d (2) 8d (2) 8d (3) 8d (2) 16d 16d@16"O.C. (3) 16d@16"O.C. (2) 16d 8. STUD TO SOLE PLATE, TOENAIL 9. DOUBLE STUDS, FACE NAIL (4) 8d, OR END NAIL (2) 16d 16d@24"O.C. 10. DOUBLE TOP PLATES, TYP. FACE NAIL DOUBLE TOP PLATES, LAP SPLICE 11. BLK'G. BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL 12. RIM JOIST TO TOP PLATE, TOENAIL 13. TOP PLATES, LAPS & INTERSECTIONS, FACE NAIL 14. CONTINUOUS HEADER, TWO PIECES 15. CEILING JOISTS TO PLATE, TOENAIL 16. CONTINUOUS HEADER TO STUD, TOENAIL 17. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 18. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 19. RAFTER TO PLATE, TOENAIL 20. 1" BRACE TO EACH STUD & PLATE, FACE NAIL 21. 1 "x8" SHEATHING (OR SMALLER) TO EACH BEARING, FACE NAIL 22. WIDER THAN 1"x8" SHEATHING TO EACH BEARING, FACE NAIL 16d@16"O.C. (16) 16d (3) 8d 8d@6"O.C. (2) 16d 16d@16"O.C. T&B (3) 8d (4) 8d (3) 16d (3) 16d (3) Sd (2) 8d (3) 8d DEAD LOAD: 14psf LIVE LOAD: 20psf TOTAL LOAD: 34psf EXTERIOR WALL INTERIOR WALL • SEISMIC DESIGN 16psf 7psf (ASCE 7-16 SEC. 12.8 & SUPPLEMENT 2) RISK CATEGORY: 11 SEIS. DESIGN CATEGORY: D LATITUDE: 33.149 LONGITUDE: -117.305 SITE CLASS: D • WIND DESIGN Ss = 0.987 S1 = 0.361 sos= 0.789 SD1 = 0.46665267 lseis. = 1 R= 6.5 (ASCE 7-16 -ENVELOPE PROCOEDURE METHOD 2) RISK CATEGORY: II BASIC WIND SPEED (MPH): 110 EXPOSURE CATAGORY: B TOPOGRAPHIC Kzt = 1 MEAN ROOF HT (FT.)= 10.4167 lwind = 1 • SOIL DESIGN PROPERTIES (EXISTING NATURAL SOIL -2019 CBC TABLE 1806.2) ALLOWABLE BEARING PRESSURE = 1500 LATERAL BEARING PRESSURE = 150 ACTlVE PRESSURE = 30 AT-REST PRESSURE= 60 COEFFICIENT OF FRICTlON = D.25 GENERAL NOTES 1. ALL ENGINEERING, DRAWINGS, AND CONSTRUCTION OF THE PROJECT, INCLUDING MATERIAL AND WORKMANSHIP, SHALL CONFORM TO THE 2019 CALIFORNIA BUILDING CODE (2019 CBC) WITH THE GOVERNING JURISDICTIONS AMENDMENTS. 2. ALL ASTM STANDARDS SHALL BE PER THE LATEST ISSUE OF THE AMERICAN SOCIETY FOR TESTING AND MATERIALS. 3. THE CONTRACTOR SHALL CONFORM TO ALL APPLICABLE BUILDING CODES, GOVERNING JURISDICTIONS, AND COMPLY WITH ALL APPLICABLE FEDERAL AND LOCAL SAFETY REQUIREMENTS. 4. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCJION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE ENGINEER OF RECORD FREE AND HARMLESS FROM ALL CLAIMS, DEMANDS AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER OF RECORD (E.O.R.). 5. THE CONTRACTOR SHALL REFER ONLY TO THE MOST CURRENT/ PERMITTED SET OF DRAWINGS DURING CONSTRUCTION. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS PRIOR TO STARTING CONSTRUCTION. IF THERE ARE ANY DISCREPANCIES AND/OR CONDITIONS NEEDING CLARIFICATION, THE CONTRACTOR SHALL NOTIFY THE DESIGNER & E.O.R. PRIOR TO STARTING CONSTRUCTION. 7. DO NOT SCALE OFF OF STRUCTURAL PLANS FOR WORKING DIMENSIONS. ALL DIMENSIONS SHALL BE COORDINATED WITH THE DESIGNERS DRAWINGS AND SPECIFICATIONS. 8. IF DISCREPANCIES ARISE IN THE STRUCTURAL PLANS, SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER THE GENERAL NOTES AND TYPICAL DETAILS. 9. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK, THE CONSTRUCTION SHALL BE THE SAME AS FOR SIMILAR WORK. IF CLARIFICATION IS NEEDED, CONTRACTOR SHALL NOTIFY E.O.R. PRIOR TO CONSTRUCTION. 10. OPENINGS, POCKETS, PIPES, SLEEVES, CHASES, BLOCK-OUTS, ETC., SHALL NOT BE PLACED IN ANY STRUCTURAL ELEMENT, INCLUDING SLABS, BEAMS, WALLS, GIRDERS, COLUMNS, FOOTINGS, ETC., NOR SHALL ANY STRUCTURAL ELEMENTS BE CUT FOR SUCH ITEMS, UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL PLANS. 11. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE DESIGNER & E.O.R. PRIOR TO ANY SUBSTITUTIONS AND/ OR REVISIONS TO THE PROJECT. ANY SUBSTITUTIONS AND/ OR REVISIONS MAY REQUIRE ADDITIONAL FEE'S, REVISED STRUCTURAL CALCULATIONS & PLANS, AND RE-SUBMITTAL TO THE GOVERNING JURISDICTION. WOOD NOTES 1. ALL SAWN LUMBER SHALL BE DOUGLAS FIR-LARCH (U.N.O.) WITH A GRADE MARKED BY AN INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH DOC PS 20 OR EQUIVALENT. 2. ALL SAWN LUMBER SHALL BE GRADE #2 (U.N.O.), POSTS/COLUMNS SHALL BE GRADE #1 (U.N.O.) 3. MANUFACTURED LUMBER SPECIFIED PER PLAN SHALL BE MANUFACTURED BY WEYERHAEUSER OR AN ENGINEER APPROVED EQUIVALENT. THE MODULUS OF ELASTICITY FOR PARALLAM (PSL) =2.DE, MICROLLAM (LVL) = 2.0E, AND TIMBERSTRAND (LSL) = 1.55E. THE CONTRACTOR MAY SUBSTITUTE MANUFACTURED LUMBER SPECIFIED PER PLAN AS SHOWN BELOW: WEYERHAEUSER BOISE CASCADE ROSEBERG LP CORP. solidforms . . eng1neer1ng 858-376-7734 evan@solidformseng.com solidformseng.com job#: date: w (.) z w 0 21-070 03-18-2021 oc 0 0 (f) 8!, <t 0 Wo <t [IJ a:~ <( _J <( I- <( (.) <t 0 UNPROTECTED COLUMNS 2½" 23. BUILT-UP CORNER STUDS (3) 8d 16d@24"O.C. (ESR 1153, 1387) (ESR 1336, 1040) (ESR 1251, 1210) (ESR 1305, 2403) 9. ALL REINFORCING BARS, ANCHOR BOLTS, SLEEVES, AND OTHER CONCRETE INSERTS ARE TO BE INSTALLED AND SECURED IN POSITION PRIOR TO PLACING CONCRETE. 10. ALL CONCRETE SHALL BE CONSOLIDATED WITH MECHANICAL VIBRATORS. 24. BUILT-UP GIRDERS & BEAMS 25. 2" PLANKS TO EACH BEARING 26. COLLAR TIE TO RAFTER, FACENAIL 27. JACK RAFTER TO HIP, TOENAIL 20d@ 32"O.C.@ T&B STAGGERED (2) 16d (3) 10d (3) 10d, OR FACENAIL (2) 16d 11. SLEEVES, PIPES, OR CONDUITS SHALL NOT BE PLACED THROUGH CONCRETE, EXCEPT AS SHOWN ON STRUCTURAL DRAWINGS, OR APPROVED BY THE DESIGNER AND ENGINEER OF 28. ROOF RAFTER TO 2-BY RIDGE BEAM, TOENAIL (2) 16d, OR FACENAIL (2) 16d RECORD. 29. JOIST TO BAND JOIST, FACENAIL (3) 16d 12. CONDUIT SHALL NOT BE PLACED IN ANY CONCRETE SLAB LESS THAN 31/, INCHES THICK. IF 3o. LEDGER STRIP, FACENAIL 13) 16d CONDUIT IS PLACED IN CONCRETE SLAB, ITS OUTSIDE DIAMETER SHALL NOT BE GREATER 31. WOOD STRUCTURAL PANELS (SEE FRAMING NOTES & SHEARWALL SCHEDULE) THAN 1/3 OF THE SLAB THICKNESS. THE MINIMUM CLEAR DISTANCE BETWEEN CONDUITS 32. PANEL SIDING (TO FRAMING): 1/2" OR LESS USE 6d, 5/8" USE 8d SHALL BE 3 INCHES. 33. FIBERBOARD SHEATHING: 1/2" USE 6d, 25132" USE 8d 13. ALL VERTICAL SURFACES OF CONCRETE ABOVE FINISHED GRADE SHALL BE FORMED. 14. REFERENCE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR CAST-IN-PLACE CONCRETE. 34. INTERIOR PANELING, CASING: 1/4" USE 4d, 3/8" USE 6d NOTES: A. ALL NAILS LISTED ABOVE TO BE COMMONS. B. WHENEVER POSSIBLE FACE NAILS SHALL BE USED INSTEAD OF TOENAILS. C. DIAPHRAGM SHEATHING NAILS OR OTHER APPROVED SHEATHING CONNECTORS SHALL BE DRIVEN SO THAT THEIR HEAD OR CROWN IS FLUSH WITH THE SURFACE OF THE SHEATHING. D. ALL CONNECTIONS LISTED ABOVE ARE MINIMUM REQUIREMENTS U.N.O. TJl230 = BCI 6500 1.8 RFPI 40 = LPI 530 TJI 360 = BCI 60 2.0 RFPI 70 = LPI 36 TJI 560 = BCI 90 2.0 RFPI 90 = LPI 56 PSL, PARALLAM 2.0E = VERSA-LAM 2.0 3100 RIGIDLAM 2.0E LVL = 2.0E LP LVL LVL, MICROLLAM 2.0E = VERSA-LAM 2.0 2800 RIGIDLAM 2.0E LVL = 2.0E LP LVL LSL, TIMBERSTRAND1 .SSE = VERSA-LAM 1. 7 2400 RIGIDLAM 1.8E LVL = 1.55E LP LVL 4. A CERTIFICATE OF CONFORMANCE IS REQUIRED PRIOR TO FRAMING INSPECTION FOR ALL PARALLEL STRANDED LUMBER. 5. GLUE LAMINATED TIMBERS (GLU-LAM) SHALL BE FABRICATED IN ACCORDANCE WITH AITC A190.1, USING DOUGLAS FIR INDUSTRIAL GRADE WOOD AND EXTERIOR GLUE WITH INTENDED DRY USE CONDITION AND SHALL BE 24F-V4 (U.N.O). EACH GLU-LAM SHALL BE GRADE MARKED AND A CERTIFICATE OF CONFORMANCE MUST BE PROVIDED THAT INDICATES CONFORMANCE WITH ANSI/AITC A190.1. 6. WOOD AT TIME OF PLACEMENT & BEFORE IT IS ENCLOSED IN CONSTRUCTION SHALL NOT EXCEED 19% MOISTURE CONTENT. 7. ALL WOOD SHALL CONFORM TO THE 2019 CBC, CHAPTER 23. 8. PLYWOOD SHALL CONFORM TO THE 2019 CBC, SECTION 2306, AND SHALL BE APA RATED, EXPOSURE 1. EACH PANEL SHALL BE GRADE MARKED FOR SIZE, SPAN AND GLUE TYPE. 9. SHEARWALL NAILING SHALL CONFORM TO ANSI/AF&PA SDPWS-2015 TABLE4.3A. ROOF AND FLOOR SHEATHING NAILING SHALL CONFORM TO ANSI/AF&PA SDPWS-2015 TABLE 4.2C STRUCTURAL GENERAL N O T E S Sl d z w U) 2 0: 0 LL 0 __J 0 U) c_ 0 f---z w (/) z 0 () z w ;- f- c:: s '1) U) w a;: o_ X w w I I- Cl z z ~ co 0 f--- (/) a:: LL :J 0 I 1- 3: rr: w > U..! 0 f:'! <C I s a: w z z < :e 0: 0 2 a: C LL >-z <C z C w u) C __J () V, c5 a: 0 ci lLl Cl z <C I 0 0 w ii 0 0 0 w () :"J 0 0 c:: 0.. w er: w CD 0 z __J __J < I U) f-z w 2 :::i () C 0 00 ~ 1- ,c z w 2 :::i 0 0 0 (/) ::;: 1-z (/) >-I Cl a' >-1-a: i.U 0.. 0 0: 0.. a: w :r: 5 0 z < f---I Cl 0: >-0. 0 () s s{ __J z 0 2 2 0 () - (/) u.i > a: LlJ U) w a: >-__J w > u5 U) L!J 0: Q_ X w () z G z 0: LU w z 0 z w co 2 a: 0 LL 0 __J 0 (/) • 0 0 • ... 0 • ... N \ TO: I \ (3) I 1-414_---- I I\ \ I I I/ ·ALL HANGERS SPECIFIED SIMPSON OR EQUAL -ALL BEAMS & CONVENTIONAL ROOF FRAMING BY OTHERS -ALL WALLS AT V AUL TICA THEDRAL AREAS BALLOON FRAME/RAKE TO TRUSS BOTTOM CHORD U.N.O. -REFER TO TRUSS ENGINEERING FOR LOADING AND REACTION INFORMATION -ALL TRUSSES ARE CAMBERED FOR DEAD LOAD DEFLECTION • --~-/ 7~=""':c"l I I -- (E) RIJ /13\ ~ I IE) RIJ I Ji i L_ I ' -f7 ~ CS16x32"-I /13\ (E) PJJ ~ ------------''=L'-"-"-----~ 4: (El HOR (8\ 14-00-00 T01E 500# D.T. 1.500 # D.T. A B T01D :=- CJ !:'. I- 1 500 # D.T. T01B -II) ;: 0 " 1 500 # D.T. -I ;;.. ... 0 • 1.500 # D.T. T01GE 17.nR.nn NOTE: ABOVE PLACEMENT PLAN PROVIDED FOR TRUSS PLACEMENT ONLY REFER TO TRUSS CALCULATIONS ANO ENGINEERED STRUCTURAL DRAWINGS FOR ALL FURTHER INFORMATION BUILDING DESIGNER/ENGINEER OF RECORD /S RESPONSIBLE FOR ALL NON TRUSS TO TRUSS CONNECTIONS. BUILDING DESIGNER/ENGINEER OF RECORD TO REVIE'/V AND APPROVE OF ALL DESIGNS PRIOR TO CONSTRUCTION. ALL DESIGNS ARE PROPERTY OF MISSION TRUSS ALL DESIGNS ARE NULL AND VOID IF NOT FABRICATED BY MISSION TRUSS. ROOF PITCH: MIXED HEEL HEIGHT: MIXED 3-17-21 Catalano Residence 40b. n."'vlSION 1: MISSION .. .. 'CRUSS CEILING PITCH: -U.N.O. TAil. LENGTH: 24" & 36" SKIP REICHENBERG REVISION 2: ADDITON TAIL SIZE: 2x4 U.N.O. CARLSBAD TRUSS SPACING: 24" U.N.O. REVISION 3: !::ESIGNEO 8Y1 11705-21 JF C (RB-1) 4x6 #2 Ni ... '/lJ \ALIGN GABLE ENDD. RAG_ TRUSS V. B.N. PLY (DRAG :::: 1500 lbs} I -. -- I GABLUNC ,·GTRUSS- (DRAG= 1500 It \ ~T-0" '2 (8\ ' ' /// ~----:--·-_---~-__ .,.::/ -------·-- A35/LTP4 @48"o.c. A35/LTP4 @48"o.c. A35/l TP4 @48"o.c. 1 2 3 A35/LTP4 4 @48"o.c. A35/LTP4 5 @48"0.C. Ci 'i ! (E) SLAB ON GRADE (1\ S3 2 ©7'-0" 2 r ---------~--7_ .;;;.-'----"--'-J 3 S3 SLAB ON GRADE PER FOUNDATION NOTE #2 ON SHEET S1 I ~ ij il .'~"""" ·- I I I L I. I I L I I 2 I :~ ~ : :@ 2 S3 --G) -----® ~ --® --------------------~ .J TRUSSES @ 24"0.C. Al GN GABLf END DRAG TRUSS B.N. PLY (DRAG= 1soo lbs) .... ·-·--4xa#2·-·-· 2 6'-0" 9 83 2 D E A35/LTP4 6 @48"o.c. SHEARWALL SCHEDULE -SDPWS-2015 TABLE 4.3A MATERIAL & NAILING SILL PLATE SIZE & BOTTOM PLATE & CONNECTION TYPE DESCRIPTION ANCHOR BOLT SPACING NAILING SCREWS/LAGS (SEE NOTES 1, 2) (SEE NOTES 3, 4. 5) (SEE NOTE 6,7) (SEE NOTE 7) ¾" STRUCT I PLY. W/ 2x P.T. SILL W/ 2x PLATE W/ 2x PLATE W/ 0 ½"0 A.B. @ 36"o.c. or 'SDS' ¼"0 x 4½" Bd@ 6"o.c. E.N./12"o.c. F.N. 16d@6"o.c. (260p'f; ¾"0 A.B. @ 48"o.c. @ 16"o.c. ¾" STRUCT I PLY. W/ 2x P.T. SILL W/ 2x PLATE Wi 2x PLATE W/ @ ½"0 A.B. @ 24"o.c. or 'SOS' ¼"0 x 4½" 8d@4"o.c. E.N./12"o.c. F.N. 16d @4"o.c. (3sop;!; ¾"0 A.B. @ 36"o.c. @ 12"O.C. ¾" STRUCT I PLY. W/ 2x P.T. SILL W/ 2x PLATE W/ 2x PLATE WI 0 8d@ 3"o.c. E.N./12"o.c. F.N. ½"0 A.B.@ 16"o.c. or 16d@3"o.c. 'SDS' ¼"0 x 4½" (550p!f'. (SEENOTE9) ¾"0 A.B. @ 24"o.c. @8"o.c. USE A35 or LTP4 PER PLAN FOR ALL SHEAR TRANSFER@ RIM JOIST/BLK'G (SEE No1c sJ D WHEN AN ASTERISK* ACCOMPANIES THE SHEARWALL SYMBOL, SHEATHING IS TO BE CONTINUOUS THROUGH ADJACENT WALL FRAMING. SHEARWALL SCHEDULE NOTES: 1. SHEAR PANELS SHALL BE APPLIED DIRECTLY TO STUD FRAMING. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. PLYWOOD PANEL EDGES SHALL BE BLOCKED W/ 2x BLOCKING MIN. SHEARWALLS MORE THAN ONE VERTICAL PANEL IN HEIGHT SHALL HAVE EITHER VERTICAL OR HORIZONTAL STAGGERED SPLICED JOINTS. STUCCO AND/OR EXTERIOR VENEER OVER A PLYWOOD SHEARWALL SHALL BE WATERPROOFED W/ A MIN. OF (2) LAYERS OF #15LB. FELT PAPER. 2. PROVIDE¾" MIN. EDGE DISTANCE FOR ALL PLYWOOD EDGE NAILING. ONLY COMMON OR GALVANIZED (HOT DIPPED OR TUMBLED) BOX NAILS ARE TO BE USED FOR ALL PLYWOOD SHEATHING ATTACHMENT. NAIL GUNS USING "CLIPPED HEAD" OR "SINKER" NAILS ARE NOT ACCEPTABLE. 3. USE DOUG. FIR #2 PRESSURE TREATED SILL PLATES. ALL FASTENERS & CONNECTORS IN PRESSURE TREATED SILL PLATES SHALL BE HOT DIPPED ZINC-COATED GALVANIZED STEEL PER ASTM A 153. ANCHOR BOLTS MAY HAVE A MECHANICALLY DEPOSITED ZINC COATING WI WEIGHTS PER ASTM B 695, CLASS 55. NORMAL UNPROTECTED CARBON STEEL FASTENERS ARE ONLY ACCEPTABLE WHEN INSTALLED IN WOOD PRESERVED W/ BORATE BASED PRESERVATIVE & WHEN TREATED WOOD IS LOCATED IN A DRY & ENCLOSED ENVIRONMENT LIKE A WALL CAVITY. 4. ANCHOR BOLTS MUST BE EMBEDDED 7" MIN. INTO NEW CONCRETE. WHERE SHEARWALLS ARE TO BE ATTACHED TO EXISTING FOOTINGS, EPOXY %"0 THREADED ROD ANCHORS WITH 5" MIN. EMBEDMENT USING SIMPSON 'SET-XP' HIGH STRENGTH ADHESIVE (ESR-2508) or %"0x6" LONG SIMPSON 'TITEN HD' ANCHORS (ESR-2713) AT THE SPACING INDICATED IN THE SHEARWALL SCHEDULE ABOVE_ ALL RETROFIT ANCHOR BOLTS REQUIRE SPECIAL INSPECTION. ALL BOLT HOLES IN WOOD TO BE DRILLED½," MIN. TOY,," MAX. OVERSIZED. 5. ALL ANCHOR BOLTS FOR SHEARWALLS SHALL INCLUDE STEEL PLATE WASHERS, A MIN. OF 3" x 3" x 0.229" (3 GAGE or¼" THK.) IN SIZE, BETWEEN THE SILL PLATE & NUT. THE HOLE IN THE PL. WASHER IS PERMITTED TO BE DIAGONALLY SLOTTED W/ A WIDTH OF UP TO '¾s" LARGER THAN THE BOLT DIAMETER & A SLOT LENGTH NOT TO EXCEED 1¾ , PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PL. WASHER & THE NUT. THE PLATE WASHER SHALL NOT EXTEND GREATER THAN 1/, FROM THE EDGE OF THE BOTTOM PL. ON THE SHEATHED SIDE. 6. ONLY COMMON NAILS ARE TO BE USED FOR ALL BOTTOM PLATE ATTACHMENT, NAIL GUNS USING "CLIPPED HEAD" OR "SINKER" NAILS ARE NOT ACCEPTABLE. 7. FOR BOT. PL. OR FLOOR PLY. THICKER THAN 1½" OR¾" RESPECTIVELY; USE 6" LONG 'SDS' SCREWS (ESR-2236). 8. CONNECTORS SPECIFIED PER PLAN APPLIES TO THE ENTIRE LENGTH OF GRID LINE/ WALL AND/ OR BEAM WHERE OCCURS. WHEN 'LTP4' IS INSTALLED OVER PLYWOOD, USE Sd COMMON NAILS. 9. ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE 3-INCH NOMINAL OR THICKER. ALL EDGE NAILING SHALL BE STAGGERED. A I I ~c--+-~-... 1 i I SLAB ON GRADE PER FOUNDATION NOTE #2 ON SHEET S1 9 a, @ I I I I I I -~, ,- L __ --------_____________ _j 1 S3 1 S3 B C D 2 ---® E HOLDOWN SCHEDULE FOUNDATION PLAN SYMBOL POST HOLDOWN AHCHOR BOLT RETROFIT ANCHOR BOLT (SEE NOTE 4,5) (SEE NOTE 1, 2,n (SEE NOTE 3,7) (SEE NOTE 6) III DBL STUDS HDU2 SB¾ or SSTB20 %"0 ALL THREAD (12Y," EMB) III DBL STUDS HDU4 SB¾ %"0 ALL THREAD (12Y," EMB) @ III 4x4 #1 HDU5 SB¾ N/A m 4x6 #1 HDOB SB½ NIA NOTES; 1. REFER TO SIMPSON CATALOG FOR PROPER INSTALLATION PROCEDURES. HOLDOWN CONNECTORS INTO WOOD FRAMING REQUIRE APPROVED PLATE WASHER, AND HOLDOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. HOLDOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION. 2. USE APPROPRIATE SIMPSON 'CNW COUPLER & ASTM F1554, GRADE 36 THREADED ROD AS REQUIRED FOR RAISED WOOD FLOOR HOLDOWN APPLICATION. PROVIDE 4x BLK'G or MATCH POST SIZE UNDER HOLDOWN POST. 3. INCREASE FOUNDATION DEPTH FOR ENTIRE SHEARWALL LENGTH & EXTEND 12" BEYOND HOLDOWN ANCHOR BOLT AS NECESSARY TO ACCOMMODATE THE REQUIRED CONCRETE EMBEDMENT PLUS 3" (MIN.) COVER PER TYP. HD. PLACEMENT DETAIL. 4. USE 1 Od NAILS@ 6" O.C. STAGGERED ALONG ENTIRE LENGTH OF DBL STUDS (U.N.O.) 5. WHERE SPECIFIED, USE POST SIZE CALLED OUT ON PLANS. 6. RETROFIT ANCHOR BOLTS SHALL USE SIMPSON 'SET-XP' HIGH STRENGTH ADHESIVE (ESR-2508) INSTALLED WITH SPECIAL INSPECTION. 7. 'HDU' & 'HDQ' HOLDOWNS PER ESR-2330. 'SB' ANCHOR BOLT PER ESR-2611. PAD FOOTING SCHEDULE ALL PAD FOOTINGS SHALL BE 12" DEEP & USE #4 REBAR SYMB. PAD SIZE REBAR REQUIRED 0 24" SQUARE (3) BARS EACH WAY [fil 27" SQUARE (3) BARS EACH WAY @] 30" SQUARE (4) BARS EACH WAY I]] 33" SQUARE (4) BARS EACH WAY III 36" SQUARE (4) BARS EACH WAY II] 39" SQUARE (5) BARS EACH WAY NOTES: 1.W SEE DETAIL FOR TYPICAL ~ TOP PLATE SPLICE 2.(6\ SEE DETAIL FOR TYPICAL ~ NON-BEARING WALL CONN. SCALE: ¼"=1 '-0" 3. A35 or L TP4 CONNECTORS APPLIES TO THE ENTIRE LENGTH OF GRID LINE/ WALL AND/ OR BEAM WHERE OCCURS, REFER TO GRID LINE CALL-OUT FOR REQUIRED SPACING. WHEN 'LTP4' IS INSTALLED OVER PLYWOOD, USE Bd COMMON NAILS 4. SEE SHEET S1 FOR STRUCTURAL GENERAL NOTES. SEE SHEET S2 FOR SHEARWALL & HOLDOWN SCHEDULES. SEE SHEET SS1 FOR STANDARD STRUCTURAL DETAILS. solidforms engineering 858-376-7734 evan@solidformseng.com solidformseng.com job#: date: w 0 z w 0 21-070 03-18-2021 co 0 0 Cf) &!, <( 0 Wo ~ a:~ <( _J <( t- <( 0 <( 0 STRUCTURAL FRAMING P L A N S SCALE::;1/4"::;1'-0" S2 d z LlJ co 2 a: 0 u. 0 -' 0 cf) u. 0 f-z w (fJ z 0 0 z w ,- f-G: s 00 (j) w a: Q_ X w wl I f- 0 z z <( f-m 0 f-(fJ a: Li: f- 0 0 I f- 3: 0:: Li..: > w 0 f" < I s a: l!J z z < "' a: 0 2 a: 0 LL >· z < z 0 w CJ) g 0 (J) 0 a: 0 0 w 0 z < I 0 w C 5 0 0 w 0 ::, 0 0 a: Q_ w a: w OJ 5 z -' -' <( I (/) f-z w 2 ::, 0 0 0 '!! I f- z w 2 0 0 0 0 '!! I f-z (f) f-I CJ a: >-f-a: w Q_ 0 a: "- a: ill I f--0 0 z < 0: >-o_ 0 0 s < z 0 2 2 0 0 (/) f- (f) w > a: w (I) w a: >--' l.Ll > Cl) U) w a: CL X !.Li () z 0:: w w z CJ z w (fJ 2 a: 0 CL 0 -' 0 (fJ ROOF SHEATHING PER PLAN CAL FILL FRAMING DBL TOP PLATES 2xSTUDS PER PLAN (E) ROOF FRAMING PER PLAN (E) DBL TOP PLATES (E) 2x4 STUDS @ 16"O.C. (U.N.O.) 0 B.N. STAGGERED E.N. TRUSSES PER PLAN E.N. (E) 2x BLK'G WI 'A35/LTP4' PER PLAN E.N. SHEAR PANEL PER PLAN _S_H_EA_R_T_RA_N_S_F_E_R ____ @ THIS DETAIL IS FOR SHEAR TRANSFER ONLY. SEE ARCHITECTURAL PLANS FOR EAVE DETAIL. ROOF SHEATHING PER PLAN TRUSSES PER PLAN DBL TOP PLATES 2x STUDS PER PLAN (U.N.O.) B.N. ----1-- B.N. l SEE ARCHITECTURAL PLANS FOR EAVE DETAIL. DBL TOP CHORD PER TRUSS MFG. GABLE END DRAG TRUSS PER PLAN W/ 'A35/L TP4' PER PLAN ,,_,-ROOF SHEATHING / PERPLAN JOIST PER PLAN W/ 'LUS' HANGERS 2x LEDGER W/ (2) 'SOS' ¼"0 x 3½" SIMPSON SCRic;WS@ 16"0.C. SHEAR PANEL PER PLAN _S_H_EA_R_T_RA_N_S_F_E_R_D_E_T_A_I L __ @ SHEATHING PER PLAN JOIST PER PLAN 2x BLK'G@ PANEL EDGES B.N. BEAM PER PLAN SHEAR TRANSFER Ifs' -------~ SHEATHING PER PLAN JOIST PER PLAN W/ 'LUS' HANGERS B.N. BEAM PER PLAN SHEAR TRANSFER @6 --------- ROOF SHEA THING PER PLAN DRAG TRUSS PER PLAN 2x6 BLK'G or TRUSS MEMBER ASREQ'D TRUSSES PER PLAN B.N. E.N. E.N. B.N. ROOF SHEATHING PER PLAN 16d@ S"o.c. END TRUSS TRUSSES PER PLAN 16d@ 12"O.C. _S_H_EA_R_T_RA_N_S_F_E_R_D_E_T_A_IL __ @ CAL FILL FRAMING DBL TOP PLATES 2xSTUDS PER PLAN 1 ROOF SHEATHING I PER PLAN TRUSSES PER PLAN W/ 'MUS' HANGERS 2x BLOCKING W/ 16d@ 8" O.C. (STAGGERED) 0 B.N. ROOF SHEATHING PER PLAN E.N. TRUSSES PER PLAN E.N. BEAM PER PLAN _S_H_EA_R_T_RA_N_S_F_E_R ____ @ 2x BLK'G W/ 16d PER PLAN DBL TOP PLATES 2xSTUDSPER----r PLAN (U.N.O.) ROOF SHEATHING PER PLAN TRUSSES PER PLAN _S_HE_A_R_TR_A_N_S_F_E_R_D_E_T_A_I L __ @ POST & CONNECTION PER PLAN PAD FOOTING PER PLAN REBAR PER PLAN • WIDTH PER PLAN 3" AROUND CONN. MIN. • \ ~ z <( -' Q_ a: w Q_ I f-Q_ ill 0 PAD FOOTING r-j\ ________ \!.-/ NOTE: THIS DETAIL IS FOR SHEAR TRANSFER ONLY. FOR EAVE DETAIL, SEE ARCHITECTURAL PLANS. TRUSSES_'; PER PLAN DBL TOP PLATES 2x STUDS PER PLAN (U.N.O.) ROOF SHEATHING PER PLAN B.N. 2x BLK'G WI 'A35/LTP4' PER PLAN SHEAR PANEL PER PLAN SHEAR TRANSFER DETAIL @ ------ THIS DETAIL IS FOR SHEAR TRANSFER ONLY. SEE ARCHITECTURAL PLANS FOR EAVE DETAIL. ROOF SHEATHING PER PLAN TRUSSES PER PLAN DBL TOP PLATES 2xSTUDS PER PLAN (U.N.O.) B.N. ----/-- lSEE ARCHITECTURAL PLANS FOR EAVE DETAIL. DBL TOP CHORD PER TRUSS MFG. GABLE END DRAG TRUSS PER PLAN W/ 'A35/L TP4' PER PLAN E.N. SHEAR PANEL PER PLAN SHEAR TRANSFER DETAIL '9' ------~ NOTE: 1¾" MIN. EDGE DISTANCE FOR RETROFIT A.B. • SPECIAL INSPECTION REQUIRED POST, HOLDOWN, & RETROFIT ANCHOR BOLT PER PLAN (SEE H.D. SCHED. FOR A.B. SIZE, EMBED., & EPOXY) (E) SLAB PER PLAN z_ ~~ b; -' -- (E) CONT. FOOTING PER PLAN 1 '-0" MIN. (V.I.F.) SHEAR PANEL PER PLAN (EITHER SIDE) E.N. HOLDOWN TO (E) FTG. ~ --------~ 16" LONG DOWELS, 4" EMBEDMENT INTO EXISTING FOOTING/STEM USING SIMPSON'S 'SET-XP' EPOXY, ESR# 2508. MATCH NUMBER & SIZE OF REBAR AS IN NEW FOOTING/STEM. SPECIAL INSPECTION NOT REQUIRED. (E) FOOTING (N) FOOTING PER PLAN NEW TO (E) FOOTING ® ------ (E) 2x4 STUDS @ 16"O.C. (U.N.O.) (WHERE OCCURS) (E) 2x SILL PLATE (E) SLAB - z_ ~~ b> _, -- SLAB PER PLAN 16" LONG #4 DOWELS @ 18"O.C., 4" MIN. EMBED. USING SIMPSON 'SET-XP' ADHESIVE (ESR #2508) SPECIAL INSPECTION IS NOT REQUIRED _S_H_EA_R_W_A_LL_T_O ___ (E __ ) _F_TG_. __ @ STUDS PER PLAN SILL PLATE & A.B. PER PLAN SLAB PER PLAN 1 '-0" SHEARWALL PER PLAN E.N. GRADE PER PLAN (2) #4 REBAR TOP & BTM. CONTINUOUS FOOTING t'.j'i ________ \.!,' STUDS PER PLAN SILL PLATE & A.B. PER PLAN SLAB PER PLAN SHEARWALL PER PLAN E.N. (2) #4 REBAR TOP&BTM. CONTINUOUS FOOTING ~ --------~ 1¾" MIN. EDGE DISTANCE FOR RETROFIT ANCHOR BOLTS • SPECIAL INSPECTION REQUIRED • (E) 2x SILL PLATE W/ RETROFIT ANCHOR BOLTS (SEE S. W. SCHED. FOR A.B. SIZE, SPACING, EMBED., & EPOXY) (E) SLAB- k l\: (E) CONT. FOOTING PER PLAN 11 .b===-mT:.: 1 '-0" MIN. (V.I.F.) (E) 2x4 STUDS @ 16"0.C. (U.N.O.) SHEAR PANEL PER PLAN E.N. SLAB PER PLAN 16" LONG #4 DOWELS@ 18"0.C., 4" MIN. EMBED. USING SIMPSON 'SET-XP' ADHESIVE (ESR #2508) SPECIAL INSPECTION IS NOT REQUIRED SHEARWALL TO (E) FTG. 0 ___ ..........,._ __ ~ solidforms engineering 858-376-7734 evan@solidformseng.com solidformseng.com job#: date: w () z w 0 21-070 03-18-2021 co 0 (/) ~ <( <( I- <( () <C u STRUCTURAL DETAILS S3 0 z w Cf) :,, c:: 0 lL 0 _J 0 Cf) lL 0 f-z UJ Cf) z 0 0 z w f-f- a: s (f) Cf) UJ a: Q_ X w i- 0 z z < ~ 0 f-01 a: LL l-o 0 I ~ tr'. w > UJ 0 CJ) f-< I s !I w z z < 2 cc 0 :,, a: 0 '-> z < z 0 c.!J CJ) 0 _J (J Cf) 0 a: 0 c::, ill (9 z < I C 0 w [L C (J 0 UJ 0 0 0 0 a: CL w a: w IT) s z _J _J < I w f-z w 2 0 0 0 D CJ) I f- "' z UJ 2 0 0 0 C U') I f-z U) f-I ('.J 0:: > f-a: :..U (L 0 er: CL 0: w ~ ;= C 0 z < f- I ('.J a: >-[L 0 u s :s z 0 :,, :,, 0 0 U) r: U) w > 0: w U) w 0:: > -' w > cil w w a: [L X w u z ('.J z 0: w w z a z w if) 2 a: 2 Q _J 0 U) NOTE: PANEL JOINTS PARALLEL TO FRAMING SHALL BE STAGGERED. NAILING SHALL BE DRIVEN SO THAT THEIR HEAD/CROWN IS FLUSH WITHE SHEATHING SURFACE. PANEL EDGE NAILING \ I (E.N.) PER PLAN \ / UNSUPPORTED PANEL EDGE (WHERE BLK'G IS \ I. SPECIFIED E.N. PLY) \ / I FIELD NAIL (F.N.) EACH \ I I FRAMING MEMBER@ \ I I 12"0.C. MIN. JOIST PER PLAN I \ I \ PANEL EDGE NAILING \ \ (E.N.) PER PLAN \ \ JOIST PER PLAN I \ I \ UNSUPPORTED PANEL I EDGE (WHERE BLK'G IS SPECIFIED, E.N. PLY) BOUNDARY NAILING (B.N.) I I PER PLAN. LOCATED AT \ I I BEARING WALLS, BEAMS, & DRAG MEMBERS AS SHOWN PER PLAN \ I / \ I / ROOF/ FLOOR SHEATHING DBL TOP PLATES CRIPPLE STUD ~ s IF REQUIRED STUDS PER PL (5) 16d FACE N EACH SIDE TO AN___,/' AIL 2x KING STUD (U.N.O.) HDR / 10d 2xTRIMMERW @ 16"0.C. (U,N .0.) s ow CRIPPLE STUD (WHERE WIND OCCURS) SILL/ BOTTOM PLATE PER PLAN --- ---- • - ~ ' f- L HEADER PER PLAN WHERE OCCURS \ 2x WINDOW SILL TYP. WALL FRAMING BEAM PER PLAN 'A34' MIN. U.N.O. ----I'-~-------+-----------+-~~~--~ DBL TOP PLATES POST PER PLAN W/ 'A34' TOP & BTM (U,N.O.) PROVIDE (2) CS16x32" or (2) MSTA30 or ST6236 STRAPS (U.N.O.) -. ,. I I \ \ I - \ \ \ \ / I I I \ \ @ 0 J @ r I· \ \" /1· I . <i I· \ \. z :s CJ_ a: w CJ_ >-I G w I w f-:s CL BEAM PER PLAN 'ECCQ' or 'CCQ' PER PLAN ' ' BREAK DBL TOP PLATES CONT. POST THROUGH DBL TOP PLATES REQ'D TYPICAL 'A34' CONNECTION TYPICAL 'ECCQ/CCQ' CONNECTION TYP. POST & BEAM CONN. @ ' ' II ' II I . 4'-0" MIN. LAP@ TOP PLATE SPLICE (ATTACH W/ (16) 16d NAILS) ' I ' ' II ' ' II ' ' ' II ' I " I ' ' ' ·1DBL ~OP PLATE II " STUDS PER PLAN I ~ PROVIDE ST6236 or (2) CS16x32" or (2) MSTA30 STRAP(S) ACROSS DISCONTINUOUS TOP PLATES. WHERE SPECIFIED, USE STRAP CALLED OUT PER PLAN. TYPICAL TOP PLATE SPLICE /s' ------~ FRAMING MEMBER(S) PER PLAN ½" CLR MIN. DBL TOP PLATES W/ SIMPSON 'STC' CLIP @ EACH FRAMING MEMBER STUDS PER PLAN-~- 2x4 BLK'G @ 24"0.C. WI (2) 16d FACE NAILS EACH SIDE 2x PLATE PER PLAN W/~ CONNECTION PER '--.._ NAILING SCHED. OR _....J.4.1-._ FOUNDATION NOTE 11. PERPENDICULAR FRAMING PARALLEL FRAMING f f- Q_ w e. 0 w TYP. NON-BEARING WALL @ D/4 N L/3 L (LENGTH/SPAN OF MEMBER) U3 NOTCHES NOT PERMITTED IN THE MIDDLE THIRD OF THE SPAN 2" MIN. D/6 ~ D/6 2"MIN. NOTCHES IN THE TOP OR BTM SHALL NOT EXCEED½ THE JOIST DEPTH & SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN HOLES BORED IN JOIST SHALL NOT BE WITHIN 2" OF THE TOP OR BTM, THE DIAMETER SHALL NOT EXCEED½ THE JOIST DEPTH NOTCHES AT END OF JOIST, TOP OR BOTTOM, SHALL NOT EXCEED ¼ THE JOIST DEPTH BEARING or NON-BEARING STUD WALL PER PLAN ALLOWABLE CUT I NOTCH STUD BEARING NON-BEARING SIZE ~Ax=0.25 W NMAX=0.4 W 2x4 ¾" 1%" 2x6 1¾" 2¾6" 2x8 1¾" 2½" ALLOWABLE BORED HOLES STUD BEARING NON-BEARING SIZE f2JM,-x=0.4 W OMAx=D.6 W 2x4 1¾" 2" 2x6 2¾s" 3¼" 2x8 2¾" 4¾s" BORED HOLES SHALL NOT BE LOCATED IN THE SAME SECTION OF STUD AS A CUT or NOTCH SAWN LUMBER ONLY TYPICAL NOTCHES/ HOLES r-j'\ ______ \.!.;/ L (LENGTH/SPAN OF MEMBER) L/3 L/3 ALLOWABLE HOLES PERMITTED IN THE MIDDLE THIRD OF SPAN ! •·. ------. -7 L-" ,_----~-J ALLOWABLE HOLE ZONE SPACING= 2 x 0 OF LARGEST HOLE MIN. DEPTH OF BEAM ALLOWABLE HOLE 0 0>4½" 1" 5½" < D < 7¼" 1%" 0>7¼" 2" ROUND HOLES ONLY, NO NOTCHES MANUFACTURED LUMBER ONLY ALLOWABLE HOLES (PSL, LVL)@ •, ...... -.~--·.•,•··· EXTEND 6" MIN. PAST OPENING W/ MIN. (8) 1 Od @ EA, SIDE. DBL TOP PLATES SIMPSON 'CTS218' OR EQUIV. GALVANIZED METAL TIE AT LEAST 0.054" THICK & 1½" WIDE ACROSS EA. FACE THE TOP & BOT. PLATES ----~ PIPE/ DUCT PER MECH / PLUMBING PLAN STUDS PER PLAN SILL/ BOTTOM PLATE PER PLAN PIPE/ DUCT@ BEARING WALL® HOLDOWN 'A' HDU2, 4, 5 11/ic" HDQ8 1¼" HDU11 1¾" HDU14 1¾s" BOLT 'B' (MIN.) SB¾x24 4¼" SB½x24 4¼" SB1 x30 5" SSTB20 (%"0) 5" SSTB24 (¾"0) 5" SSTB28 (½"0) 5" BOLT 'Le' S8%x24 18" SB½x24 18" SB1 x30 24" Le SSTB20 (%"0) 16%" SSTB24 (¾"0) 20%" SSTB28 (½"0) 24½" 1¾" MIN. FOUNDATION PER PLAN POST, HOLDOWN, & ANCHOR PER PLAN EDGE OF CONCRETE PLAN VIEW / ANCHOR BOLT PER PLAN. INSTALL WITH ARROW ON TOP OF THE BOLT ORIENTED AS SHOWN ~ I G"\ 6✓:'\ 1··~d ~ 'i CORNER NON-CORNER _ INSTALLATION INSTALLATION 3"MIN, 1,~::i--+ 5" MAX #4 REBAR MIN. 6" THK. MIN. FOR %"0 A.B. 8" THK. MIN. FOR ½"0 & 1 "0 A.B. WHERE STEM WALL OCCURS SECTION TYP. HOLDOWN PLACEMENT r.j\ --------~ ANCHOR BOLTS SHALL INCLUDE STEEL PLATE WASHERS, A MIN. OF 3" x 3" x 0.229" (3ga) IN SIZE, BETWEEN THE SILL PLATE AND NUT. THE HOLE IN THE PLATE WASHER IS PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO 'Xs'' LARGER THAN THE BOLT DIAMETER AND A SLOT LENGTH NOT TO EXCEED 1¾", PROVIDED A STANDARD CUT WASHER BETWEEN THE PLATE WASHER AND THE NUT. THE PLATE WASHER SHALL NOT EXTEND GREATER THAN½" FROM THE EDGE OF THE BOTTOM PLATE TO THE SHEATHED SIDE, WHERE SHEAR PANELS OCCUR. CODE MINIMUM REQUIREMENTS SHOWN BELOW BOLT B 3" i ~13" =etc 1¾~ ½"0 ¾"0 'A' 'B' 'C' 0.562" 1.375" 0.109" 0.688" 1.750" 0.134" 'D' STANDARD 3"x3"x0.229" CUT WASHER PLATE WASHER SIMPSON STRONG-TIE 'BPS' BEARING PLATE SLOTTED STUD ½" A.B. ¾"A.8. 2x4 BPS½-3 BPS¾-3 2x6 BPS½-6 BPS¾-6 2x8 BPsY,-6 BPS¾-6 EDGE OF PLATE WASHER½" MAX. FROM SHEAR PANEL STUDS PER PLAN STANDARD CUT WASHER 'BPS' SLOTTED BEARING PLATE PER SCHEDULE ---SILL PLATE & A.B. PER PLAN SHEAR PANEL PER PLAN ¾"A.B. i BPS¾-3 I BPS¾-6 ! BPS¾-6 I EDGE OF PLATE WASHER½" MAX. FROM SHEAR PANEL SHEAR PANEL PER PLAN _A_N_C_HO_R_B_O_L_T_W_A_S_H_E_R_S __ @ CBC1809.3: THE TOP SURFACE OF FOOTING SHALL BE LEVEL. THE BOTTOM SURFACE OF FOOTING SHALL BE PERMITTED TO HAVE A SLOPE NOT EXCEEDING 10%. FOOTINGS SHALL BE STEPPED WERE IT IS NECESSARY TO CHANGE THE ELEVATION OF THE TOP OF SURFACE OF THE FOOTING OR WHERE THE SURFACE OF THE GROUND SLOPES MORE THAN 10%. 2x RISE MIN. ' - 2 x RISE MIN. REBAR PER PLAN 1 .(3" CLR. FROM SOIL) I X w <( U) :,, a:= a:, TYP. STEPPED FOOTING '3°" ------~ 4db or 1 l 2½' MIN. DIAMETER OF BENos~- STIRRUPS & TIES ALL OTHERS 4db -#3 THRU #5 REBAR 6db -#6 THRU #8 REBAR 6db -#3 THRU #8 REBAR 8db -#9 THRU #11 REBAR 10db -#14 THRU #18 REBAR ---+ 90° BEND "' ,,, 'l's G'./5. 0,, I ~?::1y db (DIAMETE~ t9 g[ OF REBAR) 135° BEND SEISMIC HOOKS 90° & 135° BENDS SEISMIC CROSS TIES TYP. REBAR HOOKS / BENDS ~ --------~ solidforms engineering 858-376-7734 evan@solidformseng.com solidformseng .com job#: date: w 0 z w 0 (f) w a: 0 z <:( _J <:( I- <:( 0 21-070 03-18-2021 a:, 0 0 N en <( 0 0 <( CD Cl) -' a: <( 0 <i: I-a: <( ~ <( > I'- I'-en st STANDARD STRUCTURAL DETAILS SSl