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HomeMy WebLinkAboutB17-0281 068-410-006Al Frank M Glazewski Architect expressly reserves common law copyright and other property rijZhts in these plans. These plans are not bete reproduced, changed or copied in any form or matter whatsoever, nor are they to be assi ed to any third pam without the express written Garage/Workshopfor, Stan and jean I fail Oroville, Cahfo-rnl*a GENERAL NOTES ABBREVIATIONS SHEET INDEX 01 41 13 GENERAL CONDITIONS 0174 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 01 81 16 FACILITY ENVIRONMENTAL REQUIREMENTS 06 40 00 ARCHITECTURAL WOODWORK AB ANCHOR BOLT 0/ OVER A-1.1 Sheet index, Abbreviations, General notes AFF ABOVE FINISH FLOOR 0/C ON CENTER 1. All work on this project shall conform to the adopted editions of the 1. Recycle and/or salvage for reuse a minimum of 65 percent of the 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, 1. All fascia boards and barge boards shall be RealTrim Plus as ARCH ARCHITECTURAL OD OUTSIDE DIAMETER A-1.2 General notes OPP OPPOSITE UBC, UMC, NEC and any other applicable County and/or City codes nonhazardous construction and demolition debris, or meet a local sealant primers, and caulks shall comply with Section 4.504.2.1 of the manufactured by Woodtone, or +Protected S1S2E Windsor One trim BLK(G) BLOCK(ING) A-1.3 Site plan and ordinances. 2016 CBC (Based on 2015 IBC), 2016 CRC (Based on construction and demolition waste management ordinance, 2016 California Green Building Standards Code. board. BM BEAM PERIM PERIMETER OI 2015 IRC), 2016 CMC (Based on 2015 UMC), 2016 CPC (Based on 2015 BOT BOTTOM PL PLATE/PROPERTY UNE A-1.4 Erosion control plan whichever is more stringent. Excavated soil and land -clearing debris 2. Architectural paints and coatings used on the project shall be in 2. Exterior trim to be Hardie Trim. Sizes noted on Drawings are nominal PLYWD PLYWOOD UPC), 2016 CEC (Based on 2014 NEC), 2016 CFC (Based on 2015 IFC), are excepted. sizes. p accordance with Section 4.504.2.2 of the 2016 California Green PR PAIR A-2.1 Floor plan 2016 California Green Building Standards Code, and the 2016 Building C.I. CAST IRON PT POINT/PAINT Where the local jurisdiction does not have a construction and Building Standards Code. 3. Soffit material shall be 5/16" Hardie Soffit, where noted on Drawings. Energy Efficiency Standards. g g • CJ CONTROL JOINT pTDF PRESSURE TREATED DOUG FIR A-2.2 Dimension plan demolition waste management ordinance, a construction waste 3. Aerosol paints and coatings shall comply with the requirements of 4. Pre -manufactured columns shall be Turncraft. Size and model as CCLG COILING LR CLEAR PTHF PRESSURE TREATED HEM FIR 2. Architect shall approve all adjustments to these plans related to the manage Ian shall be submitted fora royal to the enforcin noted on Drawin s. A-3 Exterior elevation Drawings. g p pp g Section 4.504.2.3 of the 2016 California Green Building Standards g CMU CONCRETE MASONRY UNIT agency that: Code. R RISER/RADIUS 3. Written dimensions are to be used; do not scale these drawings. a. Identifies the construction and demolition waste material to COL COLUMN RD ROOF DRAIN A-4 Sections Roof plan 4. Specific information on the Drawings differing from these notes shall 4. Verification of compliance with Section 4.504.2 shall be provided at CONC CONCRETE REF REFRIGERATOR apply. be diverted from disposal by recycling, reuse on the project the request of the enforcing agency. Documentation may include, 06 4100 CUSTOM CABINETS CONT CONTINUOUS REINF REINFORCED/REINFORCING A-5 Electrical plan or salvage for future use or sale. but is not limited to; manufacturer's product specification, or field REQD REQUIRED 5. The Contractor shall verify site conditions, and their correlation with DIA DIAMETER A-6 Architectural details b. Specifies if construction and demolition waste material will be verification of on-site product containers. 4.504.2.4. RL RAINWATER LEADER the Drawings, and shall notify the Architect in writing of any errors, p 1. Cabinets shall be premium rade, built to Woodwork Institute DBL DOUBLE RD ROUGH OPENING EN -0 CF -1R MF -1R forms sorted on-site or bulk mixed. p g inconsistencies, omissions or discrepancies prior to beginning of c. Identifies the diversion facility where the construction and standards. No particleboard substitution allowed. DIM DIMENSION RWD REDWOOD DN DOWN construction. The Contractor shall be held liable for the results of any 2. Cabinet finish: Confirm with Owner. D.S. DOWNSPOUT EN -1 CF -1R, MF -1R forms n. demolition waste material will be take known errors, inconsistencies, discrepancies or omissions that are not DWG DRAWING SC SOLID CORE d. Identifies construction methods employed to reduce the 3. Cabinet material: Hardwood, confirm species with Owner. SHT SHEET S-1.1 Structural notes brought to the Architect's attention prior to commencement of work. 018119 INDOOR AIR QUALITY REQUIREMENTS 6. In the event certain features of the construction are not fully shown on amount of construction and demolition waste material 4. Doors to be raised panels or shaker style. Confirm with Owner. (E) EXISTING SIM SIMILARSQ SQUARE S-1.2 Standard structural details the Drawings or called for in the Specifications then their construction generated. 5. Cabinet interiors shall have Melamine overlay finish. EA EACH e. Specifies that the amount of construction and demolition 1. Each bathroom shall be mechanically ventilated. EB EXPANSION BOLT SS STAINLESS STEEL shall be of the same character as for similar conditions that are shown p 6. Hinges shall be euro style, manufactured by Blum, self-closing, full STD STANDARD 5-1.3 Standard structural details waste material diverted shall be calculated b weight of 2. Mechanical exhaust fans which exhaust directly from bathrooms shall EF EXHAUST FAN or called for and shall be approved by the Architect. Y g overlay, 120 -degree opening angle. Drawer tides to be full extension, STL STEEL be ENERGY STAR compliant Y g p g g g E.J. EXPANSION JOINT S-2 Foundation plan 7. The Drawings represent the finished structure. Unless volume, but not by both. pant and shall be ducted to terminate outside self-closing, as manufactured by Blum. ELECT ELECTRICAL STOR STORAGE otherwise indicated, the do not indicate the method of construction. 2. Projects that generate a total combined weight of construction and the building. Unless functioning as a component of a whole house STRUCT STRUCTURAL y g g 7. Bathroom counter tops to be tile. Owner to select style, color and size ELEV ELEVATION SW SHEARWALL S-3 Roof framing plan The Contractor shall provide all measures necessary to protect the demolition waste disposed of in landfills, which do not exceed 3.4 ventilation system, fans must be controlled by a humidistat which shall EN EDGE NAIL of tile. S-4 Shearwall tan structure, workmen and other persons during construction. Such be readily accessible. Humidistat controls shall be capable of EQ EQUAL p p g pounds per square foot of the building area, shall meet the minimum � 8. Utility countertops to be quartz with minimum 6" quartz splash. EW EACH WAY T TREAD measures shall include, but not be limited to; bracing, shoring for 65 -percent construction waste reduction requirement in item 1 adjustment between a relative humidity range of _50 to 80 percent. A EW EXHAUST T&G TONGUE AND GROOVE S-5.1 Foundation details construction equipment, shorin for the building, forms, and humidity control may utilize manual or automatic means of Confirm with Owner. TEL TELEPHONE g g above. 4.408.4.1. EXP EXPANSION scaffolding. adjustment. A humidity control may be a separate component to the 9• Framing contractor to provide all backing in walls, floors or ceilings as EXT EXTERIOR THK THICK(NESS) S-6.1 Structural details 3. Documentation shall be provided to the enforcing agency which required to properly install cabinets. TO TOP OF 8. All site -work and grading shall be done in compliance with the exhaust fan, and is not required to be integral. 4.506.1. demonstrates compliance with item 1 above. The waste TOB TOP OF BEAM Drawings. Where shown on Drawings, elevations, and locations of 3. Lighting integral to bathroom exhaust fans shall comply with the 2016 10. 4.504.5 Hardwood plywood, particleboard, and medium density FG FINISH GRADE TOF TOP OF FRAMING management plan shall be updated as necessary and shall be FD FLOOR DRAIN steps in foundation, and heights of foundation walls shall be verified to California Ener Code. fiberboard composite wood products used on the interior or exterior TOM TOP OF MASONRY accessible during construction for examination by the enforcing Energy FF FINISH FLOOR TOP TOP OF PLATE suit actual proposed and existing conditions. of the building shall meet the requirements for formaldehyde as FIN FINISH agency. 4.408.5. TOS TOP OF SLAB 9. 'Finish grade and finish floor elevations to be per site plan. specified in ARB's Air Toxics Control Measure for Composite Wood (17 FLR FLOORING) TOSJ TOP OF STEEL JOIST 10. Dimensions noted "clear" or "clr" are minimum required dimensions 0186 16 WATER EFFICIENCY AND CONSERVATION CCR 93120 et seq.), by or before the dates specified in those sections, FOC FACE OF CONCRETE Tow TOP OF WALL FOF FACE OF FINISH and must be accurately maintained. as noted in Table 4.504.5 (2016 California Green Building Standards TS TUBE STEEL Code). Verification of compliance with this section shall be FOM FACE OF MASONRY TYP TYPICAL 11. All dimensions are to face of stud, face of concrete, or face of 0178 23 OPERATION AND MAINTENANCE DATA ) p � provided FOS FACE OF STUD 1. Water closets. The effective flush volume of all water closets shall not masonry, unless otherwise noted. exceed 1.28 gallons per flush. as requested by the enforcing agency. Documentation shall include FTG FOOTING UON UNLESS OTHERWISE NOTED 12. Construction shown on these drawings shall in no case deviate from and specifications, 1. 4.410.1. At the time of final inspection, a manual, compact disc, web- 2. Tank -type water closets shall be certified to the performance criteria at least one of the following: Product certificationsH.B. HOSE BIBB the design shown without express written permission of the Architect chain of custody certifications, or other methods acceptable to the VERT VERTICAL based reference or other media acceptable to the enforcing agency of the US EPA WaterSense Specification for Tank -type Toilets. HC HANDICAPPED and/or the local Building official. enforcing agency. HDR HEADER W/WITH HORIZ HORIZONTAL which includes all of the following shall be placed in the building: 3. Single showerhead. Showerheads shall have a maximum flow rate of WD WOOD a. Directions to the owner or occupant that the manual shall not more than 2.0 gallons per minute at 80 psi. HT HEIGHT WH WATER HEATER remain with the building throughout the life cycle of the 4. Showerheads shall be certified to the performance criteria of the US WDW WINDOWWP WATERPROOFING) 0141 13 MATERIALS AND CONSTRUCTION METHODS FOR structure. EPA WaterSense Specification for Showerheads. ID INSIDE DIAMETER WWF WELDED WIRE FABRIC EXTERIOR WILDFIRE EXPOSURE b. Operation and maintenance instructions for the following: INSUL INSULATIONWWM p g' 5. Residential lavatory faucets. The maximum flow rate of residential INT INTERIOR WELDED WIRE MESH 1 j Equipment and appliances, including water -saving lavatory faucets shall not exceed 1.2 gallons per minute at 60 psi. The 1. Roofs -Roofs shall comply with the requirements of Chapter 7A devices and systems, HVAC systems, photovoltaic minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. JT JOINT �... D� o l and Chapter 15. Roofs shall have a roofing assembly installed in systems, electric vehicle chargers, water -heating O accordance with its listing and the manufacturer's installation systems and other major appliances and equipment. LAV LAVATORY PERMIT # 7 instructions. 2) Roof and yard drainage, including gutters and 6. Plumbing fixtures and fittings shall be installed in accordance with the BUTTE COUNTY DEVELOPMENT SERVICES 2. Roof valleys - Where valley flashing is installed, the flashing shall California Plumbing Code, and shall meet the applicable standards MAS MASONRY REVIEWED FOR not be less than 0.019 inch (26 ga.) galvanized sheet corrosion- downspouts. referenced in Table 1701.1 of the California Plumbing Code. MAX MAXIMUM CODE COMPLIANCE resistant metal installed over not less than one layer of minimum 3) Space conditioning systems, including condensers MECH MECHANICAL air filters. MFR MANUFACTURER and 72 -pound mineral -surfaced nonperforated cap sheet complying MIN MINIMUM DATE BY with ASTM D3909, at least 36 -inch -side, runningthe full length of 4) Landscape irrigation systems. MISC g 5) Water reuse systems. MTL METAL LANEOUS the valley. 3. Roof gutters - Roof gutters shall be provided with the means to c. Information from local utility, water and waste recovery 06 20 00 FINISH CARPENTRY prevent the accumulation of leaves and debris in the gutter. providers on methods to further reduce resource NG NATURAL GRADE NIC NOT IN CONTRACT 4. Attic vents - Attic vents shall not be installed in eaves and consumption, including recycle programs and locations. 1. Perform all work necessary and required for finish woodwork including, NTS NOT TO SCALE cornices, unless designed to resist the intrusion of embers. d. Public transportation and/or carpool options available in the but limited to: 5. Exterior wall finish - Exterior walls shall be approved non- area. a. Interior trim and millwork. combustible or ignition -resistant material, heavy timber, or log wall e. Educational material on the positive impacts of an interior b. Similar assemblies of finished wood. construction or shall provide protection from the intrusion of relativepanhumiditybetween 30-60 percent and what methods ENERGY COMPLIANCE PROJECT DATA LEGEND flames and embers in accordance with standard SFM 12-7A-1. p c. Hanging interior and entry doors. an occupant may use to maintain the relative humidity in d. Installation of manufactured items not s ecificall noted Exterior wall coverings shall extend from the top of the foundation specifically to the roof, and terminate at 2 -inch nominal solid wood blocking that range. to be installed by others. between rafters at all roof overhangs, or in the case of enclosed f. Information about water -conserving landscape and irrigation 07 00 00 ENERGY NOTES 01100 PROJECT ANALYSIS 2. All interior trim to be MDF as manufactured by Kelleher, Orepac or eaves, terminate at the enclosure. designs and controllers which conserve water. approved equal. Alternative manufacturers shall be approved by the A BUILDING GRID LINE 6. Exterior glazing - Exterior windows, window walls, glazed doors g. Instructions for maintaining gutters and downspouts and the Builder. (SH) and glazed openings within exterior doors shall be insulating -glass importance of diverting water at least 5 feet away from the 1. Insulation: Code used: 2016 California Building Code • 3. Materials: units with a minimum of one tempered pane, or glass block units, foundation. Attic R-49 16-005 FLAN KEYNOTE or have a fire -resistance rating of not less than 20 minutes, when h. Information on required routine maintenance measures, a. Windows to l t be bell/] board wrap, with stool and Walls R-21 - 2 x 6 walls Construction type: Type V- B apron. Stool to be /r6 thickness primed MDF stool - tested according to NFPA 257, or conform to the performance including,but not limited to, caulking,painting, grading Floors N/A - Slab on grade p g' g g confirm width. Apron to be 1/2" x 2-1/4" Round Edge Base. Automatic fire sprinklers: Not required - CBC 903.2.11 DETAIL BUBBLE requirements of SFM 12-7A-2. around the building, etc. � 2. HVAC 7. Exterior door assemblies - Exterior door assemblies shall conform b. Baseboard shall be primed MDF /2 x 5-1/2" Round Edge HSPF Heat um i. Information about state solar energy and incentive programs. ( pump) .9.20 Allowable building height: OI DETAIL NUMBER to the performance requirements of standard SFM 12-7A-1 or shall Base. SEER/EER 16.0/13.0 9 9 1 story (Table 504.4) j. A copy of all special inspection verifications required by the 40 feet Table 504.3 A -LI be of approved noncombustible construction, or solid core wood c. Casing shall be primed MDF 9/16" x 3-1/4" Round Edge. Duct insulation R-8 ( ) SHEET WHERE DETAIL IS LOCATED having stiles and rails not less than 1-3/8" thick with interior field enforcing agency or this code. 4. All millwork shall be fabricated and assembled from field verified 3. Roof sheathing: Radiant barrier Basic Allowable area: 5500 SF Table 506.2 panel thickness no less than 1-1/4" thick, or shall have a fire- measurements. ( ) BUILDING SECTION MARK 4. HERS Verification items: 156 resistance rating of not less than 20 minutes when tested 5. Casing trim, Cleats, etc.: Apply with appropriate size nails, countersunk Building level verifications: Actual building area: )52aS total SECTION NUMBER according to NFPA 252. OI and filled. All materials shall be applied to solid backing or applied with High quality Insulation Installation (QII) appropriate fasteners. IAQ mechanical ventilation Building use (CBC): Group U - Utility and miscellaneous S-I.I SHEET WHERE SECTION IS LOCATED Cooling system verifications: Minimum airflow SRA: Yes Verified EER Verified SEER Separation required between occupancies: Not applicable Refrigerant charge ELEVATION INDICATOR Fan efficacy watts/CFM TOW EELEMENT BEING REFERENCED HVAC distribution system verifications: Scope Of Work REFER TO ABBREVIATIONS Duct sealing Low -leakage air handling unit Construct new accessory structure for use as a workshop and garage. Existing septic system will be ELEVATION RELATIVE TO FF 5. Water heater 50 -gallon, heat pump used, as no new bedrooms are being added. Water, electric, telephone and cable will be brought Energy factor = 3.50 in underground from the existing residence. New solar array to be added (not a part of this permit). 01 REVISION TRIANGLE - SEE REF. IN BORDER Solar fraction - 75% Pipe insulation - R-4 Note: as of 03-25-17, the new solar array is now installed on the existing residence. 6. Glazing - Dual Description U -Value SHGC Fixed windows 0.28 0.24 Operable windows 0.30 0.22 French doors 0.29 0.29 43 REV15IONN DATE: 03-29-11 consent of Prank M Ulazewskl Architect REVISIONS BY OI 03-24-11 Frank M Glazewski architect structural design PO Box 8066 Chico, California 95927 530.894.5001 fax 530.894.8164 frank@fmgarchitect. corn D .4 QFC, C-27470 REN 8-31-17 OF C A��F >h eet Index general notes :ibbrevlatlons egend DRAWN F.G. CHECKED 0 DATE DEC 2016 SCALE NOTED 0.00 0 ; Q0 SHEET '��N U00 0 UooN OF SHEETS 071� 4-4 ,-� � 0 �+ �./ 4-1 VJ >h eet Index general notes :ibbrevlatlons egend DRAWN F.G. CHECKED F.G. DATE DEC 2016 SCALE NOTED JOB NO. IL -058 SHEET A-1,91 OF SHEETS I r U v a 0i LL Frank M Glazewski Architect a ressl reserves common law co ht and other roe ri hts in these plans. These plans are not be be reproduced, changed or copied in an form or matter what 07 QO 00.1 ENERGY NOTES -BUILDING ENVELOPE MEASURES 12. § 150(m)13 Space conditioning systems that utilize forced air ducts to 07 00 00.6 ENERGY NOTES - RESIDENTIAL LIGHTING MEASURES 08 90 00 LOUVERS AND VE supply cooling to an occupiable space shall: NTS 23 00 00 HEATING VENTILATING AND AIR CONDITIONING 28 31 00 FIRE DE' 1. §150(a) Minimum R-22 insulation in wood frame ceiling. See Drawings a) have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) 1. § 150(k)1 A. All installed luminaires shall be high -efficacy in 1. (WUI) The dimensions of the openings in the vents shall be a minimum 1. A licensed heating and air conditioning contractor or engineer shall 1 • Smoke de for specific installation. accordance with CEnC Table 150.0-A. of 1 /16", and shall not exceed 1 /8". Material used shall be non- g least one s 2. §150(b) When loose -fill insulation is installed, the minimum installed in the supply plenum downstream of the air conditioning determine the heat loss and heat gain of the air-conditioned portion of evaporator coil. The size, location and labeling of the HSPP or 2• § 150(k)2J. At least one luminaire in bathrooms, garages, laundry combustible, and corrosion resistant. the building. Such person shall assume all 2. Install smc weight per square foot shall conform with the manufacturer's installed g p responsibility for adequately specificafic PSPP shall conform to the requirements specified in Reference rooms and utility rooms shall be controlled by a vacancy sensor. 2. Attic ventilation: The net free ventilating area shall be 1/3w of the area heating and cooling the building design weight per square foot at the manufacturer's labeled R value. Residential Appendix RA3.3.1.1 as confirmed by field 3. § 150(k)2K. Dimmers or vacancy sensors shall control all interior of the ventilated space, provided at least 50% of the required vent 3. Smoke del 3. §150(c) Minimum R-13 insulation in 2 x 4 wood framed walls, and verification and diagnostic testing; and 2. Mechanical contractor to size HVAC equipment and design distance fr, luminaires. Exception: Luminaires in closets less than 70 sf, and area is provided by roof vents located at least 3 feet above the eave g minimum R-19 insulation in 2 x 6 framed walls. See Drawings for b) demonstrate, in every control mode, airflow greater than or vents with the balance of the required ventilation distribution system. Minimum 5 CFM for each room. bathtub of g luminaires in hallways. q provided by the 3. §4.504.1 At the time of rough installation or during storage on the smoke deti specific installation. equal to 350 CFM per ton of nominal cooling capacity 4. LED lights shall be certified in accordance with Joint A eave vents. 4. §150(d) Minimum R-19 insulation in wood framed raised floors. See through the return grilles, and an air handling unit fan efficacy Appendix JA8 - Qualification Requirements for Residential Luminaires Using LED Light 3. Combustion air vents: Appliances located within confined spaces: construction site and until final startup of the heating and cooling 4. Smoke def Drawings for specific installation. less than or equal to 0.58 W/CFM as confirmed by field Source. verification and diagnostic testing The confined space shall be provided with openings with a free area equipment, all duct and other related air distribution component path from 5. §150(e) Masonry and factory built fireplaces shall have the following: g g in accordance with the of at least 1 square inch per 1000 BTU/H of the total input rating of all openings shall be covered with tape, plastic, sheetmetal or other system, an a. Closeable metal or glass doors covering the entire opening of procedures given in Reference Residential Appendix RA3.3. 5. § 150(k)1 C. Luminaires recessed into insulated ceilings shall meet all of the appliances within the enclosure, freely communicating with areas methods acceptable to the enforcing agency to reduce the amount those regisi c) zonally controlled central forced air , in e systems shall be the following requirements: which have adequate infiltration from the outside. Approximately one of dust or debris which may collect in the system. 5• Smoke det the firebox. g y a. Be listed, as defined in Section 100.1, for zero clearance path from t b. A combustion air intake to draw air from the outside of the capable of simultaneously delivering, in every zonal control half of the required combustion air opening shall be located within 4. HVAC system installers shall be trained and certified in the proper building, which is at least 6 square inches in area and is mode, an airflow from the dwelling, through the air handler insulation contact (IC) by Underwriters Laboratories of other p p 6. Combinati( fan and delivered to the dwelling, of greater than or equal to nationally recognized testing/rating laboratories; and the upper 12' of the enclosure and approximately one half to the installation of HVAC systems in accordance with Section 702.1 of the opening area shall be located within the lower 12" of the enclosure. permitted t equipped with a readily accessible, operable, and tight- 350 CFM per ton of nominal cooling capacity, and operating b. Have a label that certifies that the luminaire is airtight with air 2016 California Green Building Standards Code. fitting damper or combustion -air control device. If the leakage less than 2.00FM at 75 Pascals when tested in The minimum free area of both the upper and lower combustion air at an air -handling unit fan efficacy of less than or equal to g openings shall be not less than 100 square inches each. 5. The Mechanical contractor shall properly balance the systems. fireplace will be installed over a concrete slab floor, and the 0.58 W/CFM as confirmed by field verification and diagnostic accordance with ASTM E 283; and 6. It shall be the responsibility of the Mechanical contractor to verify in the fireplace will not be located on an exterior wall, a c. a sealed with a M E or caulk between the luminaire combustion air intake is not required. testing in accordance with the applicable procedures g field that registers, ducts, etc. are not located so as to cause c. A flue damper with a readily accessible control. specified in Reference Residential Appendix RA3.3. conditioned housing and ceiling, and shall have all air leak paths between subsequent damages to structural members in the framing, or conflicts anunconditioned spaces sealed with a gasket 32 84 00 PLANTINd d. Continuous burning gas pilot lights shall be prohibited. 13. Air filtration shall be in accordance with Section 150(m)12. with other trades, such as cabinetry. 14. Local intermittent exhaust fans are re or caulk; and 6. If an air retarding wrap is installed to meet the compliance credit required in all kitchens and d. Shall contain light sources that comply with References Joint 7. All electrical disconnects, service wiring and conduit shall be made by 1. 4.304.1 Outdo under performance approach, it shall be tested and labeled by the bathrooms. Appendix JA8, including the elevated temperature 09 29 00 GYPSUM BOARD the Electrical contractor. Control devices and their installation shall be December 1, 21 manufacturer to comply with ASTM E 1677-95, and shall have a requirements, and that are marked "JA8-2016-E" as specified by the Mechanical contractor. landscape ares minimum perm rating of 10. The air -retarding wrap shall be installed in Reference Joint Appendix JA8; and 1. Fasten all d 8. All HVAC registers and diffusers to have ad with one of the per the manufacturer's specifications in accordance with the drywall with drywall screws - nails are not permitted. g adjustable dampers. e. Allow ballast maintenance and replacement to be readily 9. Provide dual setback thermostats. a. A aforementioned ASTM specification. accessible to building occupants from below the ceiling 2. All gypsum board seams to be taped. All exhaust fans to have backdraft damper and a minimum of 4 full air 10 d ll t Texture cur . e awas anceilings shall be as selected by Owner. . 7. §150(f) Slab edge insulation -water absorption rate for the insulation 07 00 00.4 ENERGY NOTES -INDOOR AIR QUALITY AND without requiring the cutting of holes in the ceiling; and 3changes material alone without facings shall be no greater than 0.3%. Water f. Shall not contain screw base sockets. 4. Install green board at all wet areas. per hour. Wo Wo vapor permeance rate shall be no greater than 2.0 perm/inch. MECHANICAL VENTILATION 6. Exhaust fan housings shall not be required to be certified airtight. 5. Ceilings to be 5/8" gypsum board or approved '/2" ceiling boards, 11. Vent all exhaust fans to outside. whi b. Pro 8. §110.8(a) Insulation certification by manufacturers. Any insulation shall designed to resist sag. 12. Air handler and coil to be located in attic as shown on Drawings. 7. All lighting control devices and systems, ballasts and luminaires shall g g• 9s• squ be certified by the Department of Consumer Affairs, Bureau of Home 1. All dwelling units shall meet the requirements of ANSI/ASHRAE be in accordance with CEnC 1 10.9. 6. Install bull nose edge at all exposed exterior corners. Confirm location in field. Pre Furnishing and Thermal Insulation that the insulation conductive Standard 62.2, Ventilation and Acceptable Indoor Air Quality in Low- 8. §150(k)3. For single-family residential buildings, outdoor lighting 7. Cut all openings for outlets, switches etc., score & knockout method will 13. Provide attic access of sufficient size to remove and service the attic thermal performance is approved pursuant to the California Code of Rise Residential Buildings. Window operation is not a permissible permanently mounted to a residential building, or to other buildings not be used. mount unit as necessary. Minimum 22" x 30". Location as noted on Regulations, Title 24, Part 12, Chapters 12-13, Article 3, "Standards for method of providing the Whole Building Ventilation as required in on the some lot shall be: 8. Gypsum board to be painted with primer coat prior to texturing. Primer drawings. CMC 304.4. Insulating Material". Section 4 of that Standard. 9. 1 lata 1 Fenestration a. High efficacy in accordance with CEnC Table 150.0-A, coat to be applied by painter. 14. Provide a passageway from the attic access to the working platform. § () () products and exterior doors shall have air 2. A whole building mechanical ventilation system shall be provided. b. Controlled by a manual ON and OFF switch that does not 9. Scrape/PoleThe passageway shall be unobstructed, with solid flooring, and not less infiltration rates not exceeding 0.3 cfm/ft2 of window area, and 0.3 Refer to detail 14/A-6 for required fan capacity and additional notes. override to ON the requirements in (c) of (d) below. sand all walls after texturing. than 24" wide. CMC 304.4.2. cfm/ft'- of door area for residential doors when tested in accordance Size ducts in accordance with ASHRAE Standard 62.2, Table 5.3 - see c. Controlled by photocell and a motion sensor. Controls that 10. Three-way bullnose wrap at all windows. 15. Provide a level working platform for attic mounted HVAC units, to NFRC-400 or ASTM E 283. detail 13/A-6. override to ON shall not be allowed unless the override minimum x 3 service side the appliance. CMC 304.4.1. . §110.6(a)(2) U -Factor. The fenestration product's U -factor shall be 3. Bathrooms shall have local exhaust systems vented to the outdoors. automatically reactivates the motion sensor within 6 hours, or 09 77 00 SPECIAL WALL SURFACES pp Refer to 13/A-6. d. Controlled by astronomical time clock. Controls that override 16. Ground mount compressor unit located as shown on drawings. rated in accordance with NFRC 100, or use thea applicable default U - actor set forth in Table 1 10.6-A. 4. Mechanical exhaust fans -refer to 01 81 19. to ON shall not be allowed unless the override shall 17. Provide return air grille with filter as shown on electrical plan. Confirm1. Bathtub and shower floors, walls above bathtubs with installed shower size and location. 11.§110.6(a)(3) Solar heat automatically return the astronomical clock to its normal gain coefficient SHGC. The fenestration 5. Indoor air quality design requirements: operation within 6 hours, and which is programmed to heads, and in shower compartments shall be finished with a non- 18. Refer to notes on sheet A-1.1 of the drawings for required HERS product's SHGC shall be rated in accordance with NFRC 200, or use a. Ventilation air shall come from the out of doors and shall not the applicable SHGC set forth in Table 1 10.6-B. be transferred from adjacent dwelling units, garages or automatically turn the outdoor lighting OFF during daylight absorbent surface. Such wall surfaces shall extend to a height of not verification items. 12. §110.6(a)(4) Visible Transmittance (VT). The fenestration product's VT crawlspaces. hours. less than b feet above the floor. shall be rated in accordance with NFRC 200 or ASTM E972. For tubular b. Ventilation system controls shall be labeled and the 09 90 00 PAINTING AND COATING skylights, VT shall be rated using NFRC 203. homeowner shall be provided with instructions on how to 13. § 1 10.7 Exterior doors and windows shall be weather-stripped. All joints coperate the system. 07 3113 COMPOSITION ROOFING 1. Perform all work necessary and required for completion of the project 26 00 00 ELECTRICAL. . Combustion appliances shall be properly vented and air and penetrations shall be caulked and sealed. systems shall be designed to prevent back drafting. as required to complete the finishing of the building. Painting of 1. Outlets and switches to be Leviton "Decora". Color to be white - 14.§150(a)2 Attic access doors shall have y openings garage g p g g () electrical work in finished areas of the building and access doors is permanent) attached d. The wall and o enin s between the house and the arae 1. Roofing shall be asphalt -roofing shingles, match e residence. confirm with Owner. shall be sealed. included. 2. Fluorescent lights insulation using adhesive or mechanical fasteners. The attic access 2. Install asphalt -roofing shingles per manufacturer's specifications. located in unheated rooms such as the garage shall be gasketed to prevent air leakage. e. Habitable rooms shall have windows with a ventilation area of 3. Low slope applications - 2:12 to 4:12 pitch: 2. No painting of finishing shall be started until the surfaces to be painted to be quick -start type (0 degrees F). at least 4 percent of the floor area. Install 36" wide GAF Weather Watch@ or StormGuard@ leak barrier at or finished are in proper condition in every respect. Application of first 3. All receptacles installed in bathrooms, garages, crawlspaces, f. Mechanical systems, including heating and air conditioning the eave. Completely cover the deck with two layers of deck coat shall constitute acceptance. unfinished basements, kitchen counters, receptacles installed systems that supply air to habitable spaces shall have MERV 6 protection; achieve by using an overlap of two plies as detailed on 3. Wood surfaces shall be sanded and dusted clean. Putty all nails holes, within 6 feet of the edge of a sink, and outdoor locations shall filters or better. the manufacturer's wrapper instruction. Use only enough nails to hold cracks, etc. after first or prime coat. Do not seal wood to receive stain have ground -fault circuit -interrupter (GFCI) devices. The GFCI 07 00 00.2 ENERGY NOTES - SPACE CONDITIONING EQUIPMENT g. Air inlets (not exhaust) shall be located away from known the roof deck protection in place until covered by shingles. Do not or natural finish. shall be installed in a readily accessible location. CEC 210.8(A). contaminants. reduce the exposure of the shingles to compensate fort the low slope 4. Leave all glass areas, stucco surfaces, floors, walks, hardware, and any 4• Provide listed tamper-resistant outlets in all 125 -volt, 15- and 20- 6. Air moving equipment used to meet either the whole -building installation. Refer to specific instructions amp receptacles. CEC 406.12. 1. § 1 10.2 Any space -conditioning equipment listed in Section 110.2 may p provided by shingle other surfaces clean and free of paint, stain, spatterings, smears, 5, Home run all cats and RG -6 cables to structured media ane). ventilation requirement of the local ventilation exhaust requirement manufacturer for additional information. smudges which are the result of these operations. Replace any glass p be installed only if the manufacturer has certified l the Commission shall be rated in terms of airflow and sound: 6. Electrical contractor shall; verify all fixture and device locations that the equipment complies with all the applicable requirements of a. All continuously operating fans shall be rated at a maximum 07 60 00 FLASHING damaged in anyway. the Section. Equipment shall meet the applicable efficiency with owner, provide connections for all built-in appliances. of 1.0 sone. 5. Interior gypsum wallboard to receive primer coat and two paint 7. Security/Low voltage contractor shall; verify all fixture and device requirements in Tables 110.2-A through 1 10.2-K, subject to the notes in b. Intermittently operated whole -building ventilation fans shall coats, typical. Paint coat to be sprayed and back -rolled. locations with owner/builder, re -wire for telephones and cable Section 110.2(a). 1. All flashing shall be 24 gage galvanized iron unless otherwise noted. p p be rated at a maximum of 1.0 sone. Prime and 6. Interior wood and trim to receive TV outlets. 2. § 150(h) Building heating and cooling loads shall be determined using paint to match adjacent construction. primer coat and two coats paint. g C. Intermittently operated local exhaust fans shall be rated ata 7. Painter to apply rimer over 8. Electrical contractor shall provide 110V receptacle within 25'-0" a method based on any one of the following: The ASHRAE Handbook, maximum of 3.0 sone. 2. Flash and counter -flash at all roof/wall connections per Drawing pP Y p gypsum board prior to texture the SMACNA Residential Comfort System Installation Standards d. Remotely located air -moving equipment (mounted inside of details. application by drywall sub -contractor. of HVAC units for service. CEC 210.63. 9. Where the HVAC equipment is located in the attic, provide Manual, or the ACCA Manual J. habitable spaces) need not meet sound requirements if there 3. Provide 24 gage galvanized sheet metal flashing bird -stops at all 10 81 00 PEST CONTROL DEVICES switched light for service in addition to the receptacle. Install 3. Heating systems are required to have a minimum heating capacity is at least 4 feet of ductwork between the fan and the intake locations where eaves plane into roof surface. adequate to meet the minimum requirements of the CBC. grill. switch near access to attic. 4. Approved corrosion resistant flashing shall be installed shingle -fashion 1. Annular spaces around pipes, electric cables, conduits or other 10. An individual branch circuit rated 15 -amps or greater may supply 4. §1 1 1.2(c) All unitary heating or cooling systems that are not controlled in a manner to prevent entry of water into the wall cavity or openings in sole/bottom plates at exterior walls shall be protected the receptacle outlet for the refrigeration equipment. Contractor by a central energy management control system (EMCS), shall have a penetration of water to the building structural framing components. against the passage of rodents by closing such openings with cement to confirm manufacturer's requirements prior to installation. CEC setback thermostat. All thermostats shall have a clock mechanism Self -adhered membranes used as flashing shall comply with AAMA mortar, concrete masonry or a similar method acceptable to the 210.52(6)1. that allows the building occupant to program the temperature set 07 00 00.5 ENERGY NOTES - WATER HEATING SYSTEMS 711. The flashing shall extend to the surface of the exterior wall finish. enforcing agency. 4.406.1. M. Bathroom branch circuit: At least one 120 -volt 20 -amp circuit shall points for at least four periods within 24 hours. Refer to Section §110.2(b) for thermostats for heat pumps. IApproved corrosion -resistant flashing shall be installed at the following be provided to supply bathroom receptacle outlet(s). Such 1. §110.3(a) Service water -heating system or equipment may be locations: 22 00 00 PLUMBING circuits shall have no other outlets. CEC 210.11(C) (3). 07 00 00.3 ENERGY NOTES - AIR DISTRIBUTION SYSTEM DUCTS, installed only if the manufacturer has certified that the system or a: Exterior window and door opening. 12. Provide electrical disconnect at mechanical units. CEC 440.14. equipment complies with all the requirements of Section § 1 10.3 of the b. Continuously above all projecting wood trim. 1. All work must conform to all applicable codes, including adopted 13. Sub -panel: Provide grounding electrode, consisting of a #4 x 20' PLENUMS AND FANS g Energy y y c. At wall and roof intersections. versions of the CPC and CBC. Requirements of local enforcing bar, encased within and near the bottom of the dwellings 2016 Buildin Ener Efficiency Standards for that system or equipment. authorities may supercede requirements of these Codes and nothing concrete footing. Provide minimum 3" concrete coverage. The 1. § 150(m) l All ducts and plenums shall be installed, sealed and 2. § 150(j)1 Unfired hot water tanks, such as storage tanks and backup 07 71 23 GUTTERS AND DOWNSPOUTS in these Plans and Specifications shall be construed to permit work not grounding electrode conductor shall be minimum #6 copper for insulated to meet the requirements of CMC sections 601, 602, 603, storage tanks for solar water -heating systems, shall be externally conforming to applicable Codes. 200A service, and minimum #8 copper for 100A service. Grounding electrode conductor shall be continuous to panel 604, 605 and ANSI/SMACNA-006-2006 HVAC Duct Construction wrapped with insulation having an installed thermal resistance of R-12 1. Gutters shall be seamless aluminum/galvanized metal, match (e) 2. The drawings are schematic and indicate the systems and equipment board. Neutral bus shall be isolated and d not connected to the Standards Metal and Flexible 3,d Edition. Portions of supply -air and or greater or have internal insulation of at least R -I b and a label on dwelling. Installed over fascia board where noted on Drawings. to be used. Plumbing contractor shall verify clearances, shall layout local grounding electrode. return -air ducts and plenums of a space heating or cooling system the exterior of the tank showing the insulation R -value. 2. Downspouts to be: and coordinate the plumbing work with the work of other trades, and 14. Where disconnecting means for a remote sub -panel is located in shall either be insulated to a minimum installed level of R-6.0 (or any 3. §110.3(c)2 Service hot water systems with circulating pumps shall be a. Match (e) dwelling. Locations as noted on Drawings. shall confirm the location of and install sleeves and hangers so that a separate building or structure, provide a grounding conductor higher level required by CMC Section 605) or a minimum installed capable of automatically turning off the system. work of other contractors is not delayed. from the main service panel to the remote sub -panel. Size level of R-4.2 when entirely in conditioned space. Connections of 4.§150(j)2(A)All domestic hot waters stem 0810 00 WOOD DOORS conductor in accordance with CEC 250.66. metal ducts, and the inner core of flexible ducts shall be Y piping conditions listed 3. Tests: Piping systems shall be tested as required by and to the below, whether buried or unburied, must be insulated and the satisfaction of the local building official. 15. Luminaires and lampholders shall be securely supported. A mechanically fastened. Openings shall be sealed with mastic, tape, insulation thickness shall be selected based on the conductivity range 1. Doors shall conform to the Drawings and shall be of the size, thickness 4. Materials: All materials must be new and as approved b all codes luminaire that weighs more than 6lbs or exceeds 16 inches in any or other duct -closure system that meets the applicable requirements y dimension shall not be supported by the screw shell of a in TABLE 120.3-A and the insulations level shall be selected from the and type indicated. Doors, unless noted otherwise on Drawings or and ordinances. lamphofder. re UL 181, UL f L 3 UL 181B or aerosol sealant that meets the fluid temperature range based on the thickness requirements in TABLE specified otherwise herein, shall be pre -fit to frames and pre- A. Soil vent and waste piping: requirements of c 723. If mastic or tape is used d seal openings 120.3-A. y ABS schedule 40 16. Boxes and Luminaire outlets: Boxes used and luminaire or greater than '/< inch, the combination of mastic and either mesh or machined for hardware b the manufacturer. tape shall be used. ceiling shall be designed for the purpose i. The first 5 feet of hot and cold water pipes from the 2. Interior and exterior door frames shall be primed, finger -jointed pine. B. Water piping: lamphofder outlets in a support storage tank. 1 and shall be re quired a a luminaire weighing a minimum 2. Building cavities, support platforms for air handlers, and plenums ii. All piping with a nominal diameter of 3/." or larger. 3. All doors shall h expertly hung or installed in proper frames g ) Type K or L soft temp. copper tubing. of 50lbs, unless specifically marked and designed for a specific defined or constructed with materials other than sealed sheet metal, iii. All piping associated with a domestic hot water scheduled and shall fit snug against all stops. Fit accurately and hang 2) Provide dielectric fittings where required. load for a designated luminaire. At every outlet used exclusively duct board or flexible duct shall not be used for conveying free from hinge bind with standard uniform clearance at heads and 3) C(imp Cross-linked Polyethylene (PEX) Y g recirculation system regardless of the pipe diameter. for lighting, the box shall be designed or installed so that a conditioned air. Building cavities and support platforms may contain jambs. 4) Crimpsert fittings for PEX. p Y iv. Piping from the heating source to storage tank or luminaire may be attached. ducts. Ducts installed in cavities and supportC. Gas piping: platforms shall not be between tanks. 4. Countersink and plug all screws at doorjambs. 17. Light fixtures in tub or shower area shall be labeled "suitable for compressed to cause reductions in the cross-sectional area of the 1) Standard weight black wrought iron or steel „ V. Piping buried below grade. 5. Interior doors shall be 1-3/8" molded skin hardboard. Confirm style damp locations . ducts. Y D. Valves: vi. All hot water pipes from the heating source to the kitchen with Owner. 18. Electric Vehicle (EV) charging for new construction. Install a listed 1) 2-1/2" and smaller, bronze union bonnet, split wedge 3. Field -Fabricated duct systems shall be constructed in accordance fixtures. raceway to accommodate a dedicated 208/240 -volt branch 6. Garage doors shall be as manufactured by Amarr, style as noted on rising stem # 125. with the requirements of § I50(m)3. 5. §150(j)2(B) In addition to insulation requirements, all domestic hot Drawings. circuit. The raceway shall be not less than trade size 1 (nominal 1" 5. Cleanouts shall be placed to service waste system in accordance inside diameter). The raceway shall originate at the main service 4. § 150(m)3D. Joints and seams of duct systems and their components water pipes that are buried below grade must be installed in a 7. Exterior doors shall be as selected by Owner. with applicable codes and best plumbing practices. or subpanel and shall terminate into a listed box in close proximity shall not be sealed with cloth back rubber adhesive duct tapes unless waterproof and non -crushable casing or sleeve that allows for to the proposed location of an EV charger. Raceways are 6. Provide anti -siphon devices for all exterior hose bibbs. such tape is used in combination with mastic and draw bands. installation, removal and replacement of the enclosed pipe and 08 50 00 WINDOWS AND SKYLIGHTS 5. Insulated flexible duct products shall be labeled in accordance with insulation. 7. Shower shall have individual pressure balance valves or thermostatic required to be continuous at enclosed, inaccessible of 150 m b. mixing valves per CPC. concealed areas and spaces. The service panel and/or sub § ( ) 6. Piping installed in interior or exterior walls shall not be required to have g p p panel 6.§150(m)7 All fans stems, regardless of volumetric capacity, that pipe insulation if all of the requirements are met for compliance with 1. Doors, windows, and shower doors within hazardous areas to be 8. Piping: shall provide capacity to install a 40 -ampere minimum dedicated y g p g branch circuit and aces reserved to permit installation of a Quality Insulation Installation safety rated glass. a p () p exhaust air from the building shall be provided with backdraft or Y (QII) as specified in the Reference ) All piping shall be run in ceiling spaces and walls wherever automatic dampers to prevent air leakage. Residential Appendix RA3.5. Piping installed in attics with a minimum 2. All glass less than 18" above adjacent walking surfaces or within 24" possible. branch circuit overcurrent protective device. The service panel or of 4 inches of attic insulation on to of the piping shall not be required radius of doorjambs in closed position shall be full tempered. b) All horizontal piping shall be run in alignment with building walls subpanel circuit directory shall identify the overcurrent protective 7. §150(m)8 Gravity ventilation systems serving conditioned space shall p p p g q p Y p g g g device space(s) reserved for future EV charging as "EV CAPABLE". have either automatic or readily accessible, manually operated to have pipe insulation. 3. Install window flashing in accordance with Drawing details. and turns and bends shall with made with standard fittings. Support The raceway termination location shall be permanently and dampers. 7. Steam hydronic heating systems or hot water systems >15psi shall 4. All window flanges to be set in a full bed of mastic. all pipes at 10'-0" intervals with specified hangers. Pipes 1 /2" and visibly marked as "EV CAPABLE". meet requirements of TABLE 120.3-A. smaller shall be supported at b'-0" o/c. 8. §150(m)9 Duct insulation shall be protected from damage, including 5. Windows shall be vinyl frame, dual glazed, argon gas filled, as c) Run hot and cold water piping 12" apart where practical. 19. Circuit Directory of Circuit Identification: Every circuit and circuit that due to sunlight, moisture, equipment maintenance and wind. 8. §150(j)3 Pipe insulation must be protected from damage, including manufactured by Milgard, or approved equal. Confirm manufacturer d) Install gate valve and pressure regulator at service entrance to modification shall be legibly identified as to its clear, evident, and Cellular foam insulation shall be protected as above or painted with a that due to sunlight, moisture, equipment maintenance and wind. with Owner. Frame color as selected by Owner. Refer to notes on building. specific purpose or use. The identification shall include an coating that is water retardant and provides shielding from solar sheet A-1.1 of Drawings for performance data. e) All fixtures shall be supplied with hot and cold water, waste and approved degree of detail that allows each circuit to be radiation that can cause degradation of the material. vent piping as required. distinguished from all others. Spare positions that contain unused 9. § 150(m)10 Flexible ducts cannot have porous inner cores. f) Waste and soil lines shall comprise a complete sanitary system overcurrent devices or switches shall be described accordingly. 10. § 150(m)11 Duct system sealing and leakage testing. Ducts shall be from each fixture to and connected with the sewer system. The identification shall be included in a circuit directory that is sealed, as confirmed through field verification and diagnostic testing, 08 71 13 AUTOMATIC GARAGE DOOR OPENERS located on the face, or inside of the panel door in the case of a g g g, g) All waste lines shall have a continuous fall of 1 /4" per foot inside in accordance with all applicable procedures specified in Reference building. Instruments shall be used in setting line and level. panelboard, and at each switch or circuit breaker in a Residential Appendix RA3.1, and the leakage compliance criteria switchboard or switchgear. No circuit shall be described in a pp 9 p 1. Automatic garage door openers shall be listed and labeled in 9. Showers and tub -shower combinations shall be provided with specified in Reference Residential Table RA3.1-2, and the leakage accordance with UL 325. Refer to HSC sections 19890 and 19891 for individual control valves of the pressure balance, thermostatic, or manner that depends on transient conditions of occupancy. CEC408.4. compliance criteria specified in Reference Residential Appendix additional provisions. combination pressure balance/thermostatic mixing valve type that Table RA3.1-2, and conforming to Section 150(m)11(A), (B), or (C), as applicable. provides scald and thermal shock protection for the rated flow rate of 11. Duct system sizing and air filter grille sizing shall meet the requirements the installed showerhead. These valves shall be installed at the point of use and in accordance with ASSE 1016 or ASME Al 12.18.1 /CSA specified in § 150(m)13. B125.1. Handle position stops shall be provided on such valves and shall be adjusted per the manufacturer's instructions to deliver a maximum mixed water setting of 120 degrees F. C.P.C. 408.3. 07 00 00.1 ENERGY NOTES - BUILDING ENVELOPE MEASURES 1. §150(a) Minimum R-22 insulation in wood frame ceiling. See Drawings for specific installation. 2. §150(b) When loose -fill insulation is installed, the minimum installed weight per square foot shall conform with the manufacturer's installed design weight per square foot at the manufacturer's labeled R value. 3. §150(c) Minimum R-13 insulation in 2 x 4 wood framed walls, and minimum R-19 insulation in 2 x 6 framed walls. See Drawings for specific installation. 4. §150(d) Minimum R-19 insulation in wood framed raised floors. See Drawings for specific installation. 5. §150(e) Masonry and factory built fireplaces shall have the following: a. Closeable metal or glass doors covering the entire opening of the firebox. b. A combustion air intake to draw air from the outside of the building, which is at least 6 square inches in area and is equipped with a readily accessible, operable, and tight- fitting damper or combustion -air control device. If the fireplace will be installed over a concrete slab floor, and the . fireplace will not be located on an exterior wall, a combustion air intake is not required. c. A flue damper with a readily accessible control. d. Continuous burning gas pilot lights shall be prohibited. 6. If an air retarding wrap is installed to meet the compliance credit under performance approach, it shall be tested and labeled by the manufacturer to comply with ASTM E 1677-95, and shall have a minimum perm rating of 10. The air -retarding wrap shall be installed per the manufacturer's specifications in accordance with the aforementioned ASTM specification. 7. § 150(f) Slab edge insulation - water absorption rate for the insulation material alone without facings shall be no greater than 0.3%. Water vapor permeance rate shall be no greater than 2.0 perm/inch. 8. §I 10.8(a) Insulation certification by manufacturers. Any insulation shall be certified by the Department of Consumer Affairs, Bureau of Home Furnishing and Thermal Insulation that the insulation conductive thermal performance is approved pursuant to the California Code of Regulations, Title 24, Part 12, Chapters 12-13, Article 3, "Standards for Insulating Material". 9. § 1 10.6(a) (1) Fenestration products and exterior doors shall have air infiltration rates not exceeding 0.3 cfm/ft2 of window area, and 0.3 cfm/ft2 of door area for residential doors when tested in accordance to NFRC-400 or ASTM E 283. 10. §110.6(a)(2) LI -Factor. The fenestration product's U -factor shall be rated in accordance with NFRC 100, or use the applicable default U - factor set forth in Table 1 10.6-A. 11. §110.6(a)(3) Solar heat gain coefficient SHGC. The fenestration product's SHGC shall be rated in accordance with NFRC 200, or use the applicable SHGC set forth in Table 1 10.6-B. 12. §110.6(a)(4) Visible Transmittance (VT). The fenestration product's VT shall be rated in accordance with NFRC 200 or ASTM E972. For tubular skylights, VT shall be rated using NFRC 203. 13. §1 10.7 Exterior doors and windows shall be weather-stripped. All joints and penetrations shall be caulked and sealed. 14. §150(a)2 Attic access doors shall have permanently attached insulation using adhesive or mechanical fasteners. The attic access shall be gasketed to prevent air leakage. 07 00 00.2 ENERGY NOTES - SPACE CONDITIONING EQUIPMENT 1. §110.2 Any space -conditioning equipment listed in Section 110.2 may be installed only if the manufacturer has certified to the Commission that the equipment complies with all the applicable requirements of the Section. Equipment shall meet the applicable efficiency requirements in Tables 110.2-A through 1 10.2-K, subject to the notes in Section 110.2(a). 2. §150(h) Building heating and cooling loads shall be determined using a method based on any one of the following: The ASHRAE Handbook, the SMACNA Residential Comfort System Installation Standards Manual, or the ACCA Manual J. 3. Heating systems are required to have a minimum heating capacity adequate to meet the minimum requirements of the CBC. 4, § 1 1 1.2(c) All unitary heating or cooling systems that are not controlled by a central energy management control system (EMCS), shall have a setback thermostat. All thermostats shall have a clock mechanism that allows the building occupant to program the temperature set points for at least four periods within 24 hours. Refer to Section §1 10.2(b) for thermostats for heat pumps. 07 00 00.3 ENERGY NOTES - AIR DISTRIBUTION SYSTEM DUCTS, PLENUMS AND FANS I le 1. §150(m)1 All ducts and plenums shall be installed, sealed and insulated to meet the requirements of CMC sections 601, 602, 603, 604, 605 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply -air and return -air ducts and plenums of a space heating or cooling system shall either be insulated to a minimum installed level of R-6.0 (or any higher level required by CMC Section 605) or a minimum installed level of R-4.2 when entirely in conditioned space. Connections of metal ducts, and the inner core of flexible ducts shall be mechanically fastened. Openings shall be sealed with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than '/4 inch, the combination of mastic and either mesh or tape shall be used. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain E ducts. Ducts installed in cavities and support platforms shall not be Q compressed to cause reductions in the cross-sectional area of the nducts. r 3. Field -Fabricated duct systems shall be constructed in accordance with the requirements of § 150(m)3. y 4. §150(m)3D. Joints and seams of duct systems and their components T_ shall not be sealed with cloth back rubber adhesive duct tapes unless 1 such tape is used in combination with mastic and draw bands. 5. Insulated flexible duct products shall be labeled in accordance with § 150(m)6. 6. §150(m)7 All fan systems, regardless of volumetric capacity, that exhaust air from the building shall be provided with backdraft or U automatic dampers to prevent air leakage. U 7. §150(m)8 Gravity ventilation systems serving conditioned space shall have either automatic or readily accessible, manually operated tdampers. 8. § 150(m)9 Duct insulation shall be protected from damage, including :4 that due to sunlight, moisture, equipment maintenance and wind. 0 Cellular foam insulation shall be protected as above or painted with a i coating that is water retardant and provides shielding from solar i radiation that can cause degradation of the material. 00 9. § 150(m)10 Flexible ducts cannot have porous inner cores. LO � 10. § 150(m) I 1 Duct system sealing and leakage testing. Ducts shall be i sealed, as confirmed through field verification and diagnostic testing, in accordance with all applicable procedures specified in Reference ° Residential Appendix RA3.1, and the leakage compliance criteria v specified in Reference Residential Table RA3.1-2, and the leakage compliance criteria specified in Reference Residential Appendix Q Table RA3.1-2, and conforming to Section 150(m)11 (A), (B), or (C), as i applicable. A 11. Duct system sizing and air filter grille sizing shall meet the requirements ii specified in § 150(m)13. 12. § 150(m)13 Space conditioning systems that utilize forced air ducts to supply cooling to an occupiable space shall: a) have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the supply plenum downstream of the air conditioning evaporator coil. The size, location and labeling of the HSPP or PSPP shall conform to the requirements specified in Reference Residential Appendix RA3.3.1.1 as confirmed by field verification and diagnostic testing; and b) demonstrate, in every control mode, airflow greater than or equal to 350 CFM per ton of nominal cooling capacity through the return grilles, and an air handling unit fan efficacy less than or equal to 0.58 W/CFM as confirmed by field verification and diagnostic testing in accordance with the procedures given in Reference Residential Appendix RA3.3. c) zonally controlled central forced air cooling systems shall be capable of simultaneously delivering, in every zonal control mode, an airflow from the dwelling, through the air handler fan and delivered to the dwelling, of greater than or equal to 350 CFM per ton of nominal cooling capacity, and operating at an air -handling unit fan efficacy of less than or equal to 0.58 W/CFM as confirmed by field verification and diagnostic testing in accordance with the applicable procedures specified in Reference Residential Appendix RA3.3. 13. Air filtration shall be in accordance with Section 150(m)12. 14. Local intermittent exhaust fans are required in all kitchens and bathrooms. 07 00 00.4 ENERGY NOTES - INDOOR AIR QUALITY AND MECHANICAL VENTILATION 1. All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2, Ventilation and Acceptable Indoor Air Quality in Low - Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation as required in Section 4 of that Standard. 2. A whole building mechanical ventilation system shall be provided. Refer to detail 14/A-6 for required fan capacity and additional notes. Size ducts in accordance with ASHRAE Standard 62.2, Table 5.3 - see detail 13/A-6. 3. Bathrooms shall have local exhaust systems vented to the outdoors. Refer to 13/A-6. 4. Mechanical exhaust fans - refer to 01 81 19. 5. Indoor air quality design requirements: a. Ventilation air shall come from the out of doors and shall not be transferred from adjacent dwelling units, garages or crawlspaces. b. Ventilation system controls shall be labeled and the homeowner shall be provided with instructions on how to operate the system. c. Combustion appliances shall be properly vented and air systems shall be designed to prevent back drafting. d. The wall and openings between the house and the garage shall be sealed. e. Habitable rooms shall have windows with a ventilation area of at least 4 percent of the floor area. f. Mechanical systems, including heating and air conditioning systems that supply air to habitable spaces shall have MERV 6 filters or better. g. Air inlets (not exhaust) shall be located away from known contaminants. 6. Air moving equipment used to meet either the whole -building ventilation requirement of the local ventilation exhaust requirement shall be rated in terms of airflow and sound: a. All continuously operating fans shall be rated at a maximum of 1.0 sone. b. Intermittently operated whole -building ventilation fans shall be rated at a maximum of 1.0 sone. c. Intermittently operated local exhaust fans shall be rated at a maximum of 3.0 sone. d. Remotely located air -moving equipment (mounted inside of habitable spaces) need not meet sound requirements if there is at least 4 feet of ductwork between the fan and the intake grill. 07 00 00.5 ENERGY NOTES - WATER HEATING SYSTEMS 1. §I10.3(a) Service water -heating system or equipment may be installed only if the manufacturer has certified that the system or equipment complies with all the requirements of Section § 110.3 of the 2016 Building Energy Efficiency Standards for that system or equipment. 2. §150(j) I Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water heating systems, shall be externally wrapped with insulation having an installed thermal resistance of R-12 or greater or have internal insulation of at least R-16 and a label on the exterior of the tank showing the insulation R -value. 3. §110.3(c)2 Service hot water systems with circulating pumps shall be capable of automatically turning off the system. 4. §150(j)2(A) All domestic hot water system piping conditions listed below, whether buried or unburied, must be insulated and the insulation thickness shall be selected based on the conductivity range in TABLE 120.3-A and the insulations level shall be selected from the fluid temperature range based on the thickness requirements in TABLE 120.3-A. i. The first 5 feet of hot and cold water pipes from the storage tank. ii. All piping with a nominal diameter of 3/," or larger. iii. All piping associated with a domestic hot water recirculation system regardless of the pipe diameter. iv. Piping from the heating source to storage tank or between tanks. V. Piping buried below grade. vi. All hot water pipes from the heating source to the kitchen fixtures. 5. §150(j)2(B) In addition to insulation requirements, all domestic hot water pipes that are buried below grade must be installed in a waterproof and non -crushable casing or sleeve that allows for installation, removal and replacement of the enclosed pipe and insulation. 6. Piping installed in interior or exterior walls shall not be required to have pipe insulation if all of the requirements are met for compliance with Quality Insulation Installation (QII) as specified in the Reference Residential Appendix RA3.5. Piping installed in attics with a minimum of 4 inches of attic insulation on top of the piping shall not be required to have pipe insulation. 7. Steam hydronic heating systems or hot water systems >15psi shall meet requirements of TABLE 120.3-A. 8. §150(j)3 Pipe insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance and wind. 07 00 00.6 ENERGY NOTES - RESIDENTIAL LIGHTING MEASURES 1. §150(k)1A. All installed luminaires shall be high -efficacy in accordance with CEnC Table 150.0-A. 2. § 150(k)2J. At least one luminaire in bathrooms, garages, laundry rooms and utility rooms shall be controlled by a vacancy sensor. 3. § 150(k)2K. Dimmers or vacancy sensors shall control all interior luminaires. Exception: Luminaires in closets less than 70 sf, and luminaires in hallways. 4. LED lights shall be certified in accordance with Joint Appendix JA8 - Qualification Requirements for Residential Luminaires Using LED Light Source. 5. § 150(k)1 C. Luminaires recessed into insulated ceilings shall meet all of the following requirements: a. Be listed, as defined in Section 100.1, for zero clearance insulation contact (IC) by Underwriters Laboratories of other nationally recognized testing/rating laboratories; and b. Have a label that certifies that the luminaire is airtight with air leakage less than 2.00FM at 75 Pascals when tested in accordance with ASTM E 283; and c. 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 d. Shall contain light sources that comply with References Joint Appendix JA8, including the elevated temperature requirements, and that are marked "JA8-2016-E" as specified in Reference Joint Appendix JA8; and e. Allow ballast maintenance and replacement to be readily accessible to building occupants from below the ceiling without requiring the cutting of holes in the ceiling; and f. Shall not contain screw base sockets. 6. Exhaust fan housings shall not be required to be certified airtight. 7. All lighting control devices and systems, ballasts and luminaires shall be in accordance with CEnC 110.9. 8. §150(k)3. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to other buildings on the same lot shall be: a. High efficacy in accordance with CEnC Table 150.0-A. b. Controlled by a manual ON and OFF switch that does not override to ON the requirements in (c) of (d) below. c. Controlled by photocell and a motion sensor. Controls that override to ON shall not be allowed unless the override automatically reactivates the motion sensor within 6 hours, or d. Controlled by 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. 07 3113 COMPOSITION ROOFING 1. Roofing shall be asphalt -roofing shingles, match (e) residence. 2. Install asphalt -roofing shingles per manufacturer's specifications. 3. Low slope applications - 2:12 to 4:12 pitch: Install 36" wide GAF Weather Watch@ or StormGuard@ leak barrier at the eave. Completely cover the deck with two layers of deck protection; achieve by using an overlap of two plies as detailed on the manufacturer's wrapper instruction. Use only enough nails to hold the roof deck protection in place until covered by shingles. Do not reduce the exposure of the shingles to compensate for the low slope installation. Refer to specific instructions provided by shingle manufacturer for additional information. 07 60 00 FLASHING 1. All flashing shall be 24 gage galvanized iron unless otherwise noted. Prime and paint to match adjacent construction. 2. Flash and counter -flash at all roof/wall connections per Drawing details. 3. Provide 24 gage galvanized sheet metal flashing bird -stops at all locations where eaves plane into roof surface. 4. Approved corrosion resistant flashing shall be installed shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashing shall be installed at the following locations: a: Exterior window and door opening. b. Continuously above all projecting wood trim. c. At wall and roof intersections. 07 71 23 GUTTERS AND DOWNSPOUTS 1. Gutters shall be seamless aluminum/galvanized metal, match (e) dwelling. Installed over fascia board where noted on Drawings. 2. Downspouts to be: a. Match (e) dwelling. Locations as noted on Drawings. 0810 00 WOOD DOORS 1. Doors shall conform to the Drawings and shall be of the size, thickness and type indicated. Doors, unless noted otherwise on Drawings or specified otherwise herein, shall be pre -fit to frames and pre - machined for hardware by the manufacturer. 2. Interior and exterior door frames shall be primed, finger -jointed pine. 3. All doors shall be expertly hung or installed in proper frames as scheduled and shall fit snug against all stops. Fit accurately and hang free from hinge bind with standard uniform clearance at heads and jambs. 4. Countersink and plug all screws at doorjambs. 5. Interior doors shall be 1-3/8" molded skin hardboard. Confirm style with Owner. 6. Garage doors shall be as manufactured by Amarr, style as noted on Drawings. 7. Exterior doors shall be as selected by Owner. 08 50 00 WINDOWS AND SKYLIGHTS 1. Doors, windows, and shower doors within hazardous areas to be safety rated glass. 2. All glass less than 18" above adjacent walking surfaces or within 24" radius of doorjambs in closed position shall be fully tempered. 3. Install window flashing in accordance with Drawing details. 4. All window flanges to be set in a full bed of mastic. 5. Windows shall be vinyl frame, dual glazed, argon gas filled, as manufactured by Milgard, or approved equal. Confirm manufacturer with Owner. Frame color as selected by Owner. Refer to notes on sheet A-1.1 of Drawings for performance data. 08 71 13 AUTOMATIC GARAGE DOOR OPENERS 1. Automatic garage door openers shall be listed and labeled in accordance with UL 325. Refer to HSC sections 19890 and 19891 for additional provisions. Frank M Glazewski Architect expressly reserves common law 08 90 00 LOUVERS AND VENTS 1. (WUI) The dimensions of the openings in the vents shall be a minimum of 1/1 6", and shall not exceed 1/8". Material used shall be non- combustible, and corrosion resistant. 2. Attic ventilation: The net free ventilating area shall be 1/300 of the area of the ventilated space, provided at least 50% of the required vent area is provided by roof vents located at least 3 feet above the eave vents with the balance of the required ventilation provided by the eave vents. 3. Combustion air vents: Appliances located within confined spaces: The confined space shall be provided with openings with a free area of at least 1 square inch per 1000 BTU/H of the total input rating of all the appliances within the enclosure, freely communicating with areas which have adequate infiltration from the outside. Approximately one half of the required combustion air opening shall be located within the upper 12" of the enclosure and approximately one half of the opening area shall be located within the lower 12" of the enclosure. The minimum free area of both the upper and lower combustion air openings shall be not less than 100 square inches each. 09 29 00 GYPSUM BOARD 1. Fasten all drywall with drywall screws - nails are not permitted. 2. All gypsum board seams to be taped. 3. Texture at walls and ceilings shall be as selected by Owner. 4. Install green board at all wet areas. 5. Ceilings to be 5/8" gypsum board or approved '/2" ceiling boards, designed to resist sag. 6. Install bull nose edge at all exposed exterior corners. 7. Cut all openings for outlets, switches etc., score & knockout method will not be used. 8. Gypsum board to be painted with primer coat prior to texturing. Primer coat to be applied by painter. 9. Scrape/Pole sand all walls after texturing. 10. Three-way bullnose wrap at all windows. 09 77 00 SPECIAL WALL SURFACES and other property ri,ghts in these plans. These plans are not be be reproduced, changed or copied in 23 00 00 HEATING VENTILATING AND AIR CONDITIONING 1. Bathtub and shower floors, walls above bathtubs with installed shower heads, and in shower compartments shall be finished with a non- absorbent surface. Such wall surfaces shall extend to a height of not less than 6 feet above the floor. 09 90 00 PAINTING AND COATING 1. Perform all work necessary and required for completion of the project as required to complete the finishing of the building. Painting of electrical work in finished areas of the building and access doors is included. 2. No painting of finishing shall be started until the surfaces to be painted or finished are in proper condition in every respect. Application of first coat shall constitute acceptance. 3. Wood surfaces shall be sanded and dusted clean. Putty all nails holes, cracks, etc. after first or prime coat. Do not seal wood to receive stain or natural finish. 4. Leave all glass areas, stucco surfaces, floors, walks, hardware, and any other surfaces clean and free of paint, stain, spatterings, smears, smudges which are the result of these operations. Replace any glass damaged in any way. 5. Interior gypsum wallboard to receive primer coat and two paint coats, typical. Paint coat to be sprayed and back -rolled. 6. Interior wood and trim to receive primer coat and two coats paint. 7. Painter to apply primer over gypsum board prior to texture application by drywall sub -contractor. 10 8100 PEST CONTROL DEVICES 1. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency. 4.406.1. 22 00 00 PLUMBING 1. All work must conform to all applicable codes, including adopted versions of the CPC and CBC. Requirements of local enforcing authorities may supercede requirements of these Codes and nothing in these Plans and Specifications shall be construed to permit work not conforming to applicable Codes. 2. The drawings are schematic and indicate the systems and equipment to be used. Plumbing contractor shall verify clearances, shall layout and coordinate the plumbing work with the work of other trades, and shall confirm the location of and install sleeves and hangers so that work of other contractors is not delayed. 3. Tests: Piping systems shall be tested as required by and to the satisfaction of the local building official. 4. Materials: All materials must be new and as approved by all codes and ordinances. A. Soil vent and waste piping: ABS schedule 40 B. Water piping: 1) Type K or L soft temp. copper tubing. 2) Provide dielectric fittings where required. 3) Vanex Cross-linked Polyethylene (PEX) 4) Crimpsert fittings for PEX. C. Gas piping: 1) Standard weight black wrought iron or steel. D. Valves: 1) 2-1/2" and smaller, bronze union bonnet, split wedge rising stem # 125. 5. Cleonouts shall be placed to service waste system in accordance with applicable codes and best plumbing practices. 6. Provide anti -siphon devices for all exterior hose bibbs. 7. Shower shall have individual pressure balance valves or thermostatic mixing valves per CPC. 8. Piping: a) All piping shall be run in ceiling spaces and walls wherever possible. b) All horizontal piping shall be run in alignment with building walls and turns and bends shall be made with standard fittings. Support all pipes at 10'-0" intervals with specified hangers. Pipes 1/2" and smaller shall be supported at 6-0" o/c. c) Run hot and cold water piping 12" apart where practical. d) Install gate valve and pressure regulator at service entrance to building. e) All fixtures shall be supplied with hot and cold water, waste and vent piping as required. f) Waste and soil lines shall comprise a complete sanitary system from each fixture to and connected with the sewer system. g) All waste lines shall have a continuous fall of 114" per foot inside building. Instruments shall be used in setting line and level. 9. Showers and tub -shower combinations shall be provided with individual control valves of the pressure balance, thermostatic, or combination pressure balance/thermostatic mixing valve type that provides scald and thermal shock protection for the rated flow rate of the installed showerhead. These valves shall be installed at the point of use and in accordance with ASSE 1016 or ASME A112.18.1 /CSA B125.1. Handle position stops shall be provided on such valves and shall be adjusted per the manufacturer's instructions to deliver a maximum mixed water setting of 120 degrees F. C.P.C. 408.3. 1. A licensed heating and air conditioning contractor or engineer shall determine the heat loss and heat gain of the air-conditioned portion of the building. Such person shall assume all responsibility for adequately heating and cooling the building 2. Mechanical contractor to size HVAC equipment and design distribution system. Minimum 5 CFM for each room. 3. §4.504.1 At the time of rough installation or during storage on the construction site and until final startup of the heating and cooling equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of dust or debris which may collect in the system. 4. HVAC system installers shall be trained and certified in the proper installation of HVAC systems in accordance with Section 702.1 of the 2016 California Green Building Standards Code. 5. The Mechanical contractor shall properly balance the systems. 6. It shall be the responsibility of the Mechanical contractor to verify in the field that registers, ducts, etc. are not located so as to cause subsequent damages to structural members in the framing, or conflicts with other trades, such as cabinetry. 7. All electrical disconnects, service wiring and conduit shall be made by the Electrical contractor. Control devices and their installation shall be by the Mechanical contractor. 8. All HVAC registers and diffusers to have adjustable dampers. 9. Provide dual setback thermostats. 10. All exhaust fans to have backdraft damper and a minimum of 4 full air changes per hour. 11. Vent all exhaust fans to outside. 12. Air handler and coil to be located in attic as shown on Drawings. Confirm location in field. 13. Provide attic access of sufficient size to remove and service the attic mount unit as necessary. Minimum 22" x 30". Location as noted on drawings. CMC 304.4. 14. Provide a passageway from the attic access to the working platform. The passageway shall be unobstructed, with solid flooring, and not less than 24" wide. CMC 304.4.2. 15. Provide a level working platform for attic mounted HVAC units, minimum 30" x 30" on service side of the appliance. CMC 304.4.1. 16. Ground mount compressor unit located as shown on drawings. 17. Provide return air grille with filter as shown on electrical plan. Confirm size and location. 18. Refer to notes on sheet A-1.1 of the drawings for required HERS verification items. 26 00 00 ELECTRICAL 1. Outlets and switches to be Leviton "Decora". Color to be white - confirm with Owner. 2. Fluorescent lights located in unheated rooms such as the garage to be quick -start type (0 degrees F). 3. All receptacles installed in bathrooms, garages, crawlspaces, unfinished basements, kitchen counters, receptacles installed within 6 feet of the edge of a sink, and outdoor locations shall have ground -fault circuit -interrupter (GFCI) devices. The GFCI shall be installed in a readily accessible location. CEC 210.8(A). 4. Provide listed tamper-resistant outlets in all 125 -volt, 15- and 20 - amp receptacles. CEC 406.12. 5. Home run all cat5 and RG -6 cables to structured media panel. 6. Electrical contractor shall; verify all fixture and device locations with owner, provide connections for all built-in appliances. 7. Security/Low voltage contractor shall; verify all fixture and device locations with owner/builder, pre -wire for telephones and cable TV outlets. 8. Electrical contractor shall provide 1 10V receptacle within 25'-0" of HVAC units for service. CEC 210.63. 9. Where the HVAC equipment is located in the attic, provide switched light for service in addition to the receptacle. Install switch near access to attic. 10. An individual branch circuit rated 15 -amps or greater may supply the receptacle outlet for the refrigeration equipment. Contractor to confirm manufacturer's requirements prior to installation. CEC 210.52(B)1. 11. Bathroom branch circuit: At least one 120 -volt 20 -amp circuit shall be provided to supply bathroom receptacle outlet(s). Such circuits shall have no other outlets. CEC 210.1 1(C) (3). 12. Provide electrical disconnect at mechanical units. CEC 440.14. 13. Sub -panel: Provide grounding electrode, consisting of a #4 x 20' bar, encased within and near the bottom of the dwellings concrete footing. Provide minimum 3" concrete coverage. The grounding electrode conductor shall be minimum #6 copper for 200A service, and minimum #8 copper for 100A service. Grounding electrode conductor shall be continuous to panel board. Neutral bus shall be isolated, and not connected to the local grounding electrode. 14. Where disconnecting means for a remote sub -panel is located in a separate building or structure, provide a grounding conductor from the main service panel to the remote sub -panel. Size conductor in accordance with CEC 250.66. 15. Luminaires and lampholders shall be securely supported. A luminaire that weighs more than 6lbs or exceeds 16 inches in any dimension shall not be supported by the screw shell of a lampholder. 16. Boxes and Luminaire outlets: Boxes used and luminaire or lamphoider outlets in a ceiling shall be designed for the purpose and shall be required to support a luminaire weighing a minimum of 501bs, unless specifically marked and designed for a specific load for a designated luminaire. At every outlet used exclusively for lighting, the box shall be designed or installed so that a luminaire may be attached. 17. Light fixtures in tub or shower area shall be labeled "suitable for damp locations". 18. Electric Vehicle (EV) charging for new construction. Install a listed raceway to accommodate a dedicated 208/240 -volt branch circuit. The raceway shall be not less than trade size 1 (nominal 1 " inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed box in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible of concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40 -ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". 19. Circuit Directory of Circuit Identification: Every circuit and circuit modification shall be legibly identified as to its clear, evident, and specific purpose or use. The identification shall include an approved degree of detail that allows each circuit to be distinguished from all others. Spare positions that contain unused overcurrent devices or switches shall be described accordingly. The identification shall be included in a circuit directory that is located on the face, or inside of the panel door in the case of a panelboard, and at each switch or circuit breaker in a switchboard or switchgear. No circuit shall be described in a manner that depends on transient conditions of occupancy. CEC 408.4. form or matter whatsoever, not are thev to be assigned to any third parry anthout the 28 31 00 FIRE DETECTION AND ALARM 1. Smoke detector shall be I IOv and inter -connected. Locate at least one smoke detector at each floor. 2. Install smoke detectors in accordance with manufacturer's specifications. 3. Smoke detectors shall be installed not less than 3 feet horizontal distance from the door or opening of a bathroom that contains a bathtub or shower, unless this would prevent placement of a smoke detector otherwise required by Code. ' 4. Smoke detectors shall not be installed within a 36 -inch horizontal path from the supply registers of a forced air heating or cooling system, and shall be installed outside of the direct airflow from those registers. 5. Smoke detectors shall not be installed within a 364nch horizontal path from the tip of the blade of a ceiling -suspended fan. 6. Combination carbon monoxide and smoke alarms may be permitted to be used in lieu of carbon monoxide alarms. 32 84 00 PLANTING IRRIGATION 1. 4.304.1 Outdoor potable water use in landscape areas. After December 1, 2015, new residential developments with an aggregate landscape area equal to or greater than 500 square feet shall comply with one of the following options: a. A local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent; or b. Projects with aggregate landscape areas less than 2,500 square feet may comply with MWELO's Appendix D Prescriptive Compliance Option. BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE __ _- -- gy --------_ writter. 1 REVISION DATE: 03-29-11 rnmpnt of Frank M C;lazew&i Arrhitect. 1AO3_REVISIONS BY PLAN CHECK 2L_I1 CHECKED ii �� DATE 0 Frank M Glazewski architect structural design PO Box 8066 Chico, California 95927 530.894.5001 fax 530.894.8164 frank a fmgarchitect.com DRAWN r__-� F.G. CHECKED ii �� DATE 0 JAN 2017 -0 cd J ¢, � 0 O 4 Cd ��� IL -058 U bocdt- 1 A-1,92 O��U� SHEETS v � ' \ U � '-' 0 0*�X bp cd w0 � r�0� ��t `.J d r� V J DRAWN F.G. CHECKED F.G. DATE JAN 2017 SCALE NOTED JOB NO. IL -058 SHEET A-1,92 OF SHEETS ithnnt the exnress written consent of Frank M Glazewski Architect. Frank M Glazewski architect structural design PO Box 8066 Chico, California 95927 530.894.5001 fax 530.894.8164 frank@fmgarchitect.com Iz 0 C-27470 W REN 8-31-17 CF C A� site plan DRAWN F.G. cd s� DATE DEC 2016 ' O 0 O U U 16-058 SHEET A-1,93 OF 0 � 0 cd site plan DRAWN F.G. CHECKED F.G. DATE DEC 2016 SCALE NOTED JOB NO. 16-058 SHEET A-1,93 OF SHEETS consent of Frank M Glazewski Architect. REVISIONS BY OI 03-26-11 PLAN CHECK CHECKED F.G. DATE 0 Frank M Glazewski architect structural design PO Box 8066 Chico, California 95927 530.894.5001 fax 530.894.8164 frank@fmgarchitect. com M C-27470 REN 8-31-17 1 /v e7 Lh l 0� DRAWN F.G. CHECKED F.G. DATE 0 DEC 2016 'b o SCALE NOTED JOB NO. 0 »� 0 SHEET A-1 • 4 00 SHEETS o�o v 0 oZ � w cd C erosion control plan DRAWN F.G. CHECKED F.G. DATE DEC 2016 SCALE NOTED JOB NO. 16-058 SHEET A-1 • 4 OF SHEETS Prank M Architect A A-4 I law copyrijzht and other property rid in these are not be be I 1 1 2 A 1 IA -4 Floor elan of -mu. 1/-t —1 R1 or copied in anv form or matter whatsoever, nor are they to be assiZned to any third party without the exress KEYNOTES 01 GENERAL REQUIREMENTS 01-002 SOFFIT ABOVE - SEE DWGS FOR ELEVATION 01-003 2 x 4 WALL 01-004 INSULATE WALL WITH R -II SOUND BATTS 01-009 COLUMN ASSEMBLY - SEE EXTERIOR ELEVATIONS 01-011 WERNER AE2210 ENERGY SEAL ALUMINUM ATTIC LADDER 03 CONCRETE 03-001 CONCRETE STOOP - 4" CONCRETE SLAB SEE FOUNDATION PLAN FOR DIMENSIONS. REINFORCE WITH #3 BARS AT 18" O/C E.W. 03-002 CONCRETE STOOP - 0 CONCRETE SLAB SEE FOUNDATION PLAN FOR DIMENSIONS. REINFORCE WITH #4 BARS AT 18" O/C E.W. 06 WOOD AND PLASTIC OL -003 LINEN CABINET 08 DOORS AND WINDOWS 08-001 TEMPERED GLASS SHOWER ENCLOSURE 08-002 MIN, 1-3/8' SOLID -CORE WOOD DOOR WITH SELF-CLOSING HINGES AND SELF -LATCHING DEVICE 08-003 INSULATED METAL SECTIONAL GARAGE DOOR - SEE PLAN FOR SIZE - SEE ELEVATION FOR STYLE 09 IaTNISHES 09-001.1 QUARTZ COUNTER WITH MIN. 6" QUARTZ SPLASH 09-002 TILE COUNTER WITH 6" TILE SPLASH 09-020 1/2" GYPSUM BOARD AT WALLS AND CEILING IN GARAGE. PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED CO® COMPLIANCE DATE l %' l 7 ,oz_ BY GENERAL NOTES REFER TO STRUCTURAL PLANS FOR ADDITIONAL WALL FRAMING INFORMATION. (POST LOCATIONS, ETC) WINDOW HEAD HEIGHT SHALL BE +8'-1/2" TYPICAL UNLESS OTHERWISE NOTED. ALL WALLS TO BE FRAMED WITH 2 x L EXCEPT WHERE NOTED OTHERWISE. REFER TO EXTERIOR ELEVATIONS FOR ADDITIONAL WINDOWS NOT SHOWN. REFER TO SHEET A-2.2 FOR DIMENSIONS. REFER TO SHEETS S-3 AND S-4 FOR HEADER SIZES. APPLIANCES AND PLUMBING FIXTURES AS SPECIFIED BY OWNER. CONTRACTOR TO PROVIDE BID OPTION FOR EPDXY COATING AT FLOORS. AREA TABULATIONS WORKSHOP/OFFICE 891 S.F. GARAGE 699 S.F. COVERED PORCH: 300 S.F. REVISION DATE: 03-29-I1 consent of Prank M blazewski Architect REVISIONS BY OI 03-24-17 Frank M Glazewski architect structural design PO Box 8066 Chico, California 95927 530.894.5001 fax 530.894.8164 frank@ fmgarchitect. corn r� 0 2 p �p0 ppd .� bp�d'N oU 06 00 U 0 U o ZLn cd wo 4-4 �0 VJ floor plan 10 SPECIALTIES 11 EQUIPMENT 15 PLUMBING / MECHANICAL 15-002.3 34" x 48" ACRYLIC SHOWER. MIN. HEIGHT OF ACRYLIC SIDEWALLS TO BE +6'-0". DEC 2016 15-004 UTILITY SINK - CONFIRM MODEL WITH OWNER SCALE WALL MOUNT FIXTURE - OWNER TO SELECT NOTED 15-005 UTILITY SINK IN CABINET - CONFIRM MODEL JOB NO. WALL MOUNT FIXTURE - OWNER TO SELECT 16_058 15-001 HEAT PUMP COMPRESSOR SHEET 15-009 RHEEM PERFORMANCE PLATINUM 50 GALLON HEAT PUMP WATER HEATER. SHEETS MODEL: XE50TIOHD50UO ENERGY FACTOR: 3.50EF PROVIDE P/T VALVE TO OUTSIDE. PROVIDE SEISMIC STRAPPING TOP AND BOTTOM 16 ELECTRICAL IL -001.1 ELECTRICAL SUB -PANEL - IOOA - CONFIRM _ I6-121 STRUCTURED MEDIA PANEL - REFER TO ELECTRICAL PLAN PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED CO® COMPLIANCE DATE l %' l 7 ,oz_ BY GENERAL NOTES REFER TO STRUCTURAL PLANS FOR ADDITIONAL WALL FRAMING INFORMATION. (POST LOCATIONS, ETC) WINDOW HEAD HEIGHT SHALL BE +8'-1/2" TYPICAL UNLESS OTHERWISE NOTED. ALL WALLS TO BE FRAMED WITH 2 x L EXCEPT WHERE NOTED OTHERWISE. REFER TO EXTERIOR ELEVATIONS FOR ADDITIONAL WINDOWS NOT SHOWN. REFER TO SHEET A-2.2 FOR DIMENSIONS. REFER TO SHEETS S-3 AND S-4 FOR HEADER SIZES. APPLIANCES AND PLUMBING FIXTURES AS SPECIFIED BY OWNER. CONTRACTOR TO PROVIDE BID OPTION FOR EPDXY COATING AT FLOORS. AREA TABULATIONS WORKSHOP/OFFICE 891 S.F. GARAGE 699 S.F. COVERED PORCH: 300 S.F. REVISION DATE: 03-29-I1 consent of Prank M blazewski Architect REVISIONS BY OI 03-24-17 Frank M Glazewski architect structural design PO Box 8066 Chico, California 95927 530.894.5001 fax 530.894.8164 frank@ fmgarchitect. corn r� 0 2 p �p0 ppd .� bp�d'N oU 06 00 U 0 U o ZLn cd wo 4-4 �0 VJ floor plan DRAWN F.G. CHECKED F.G. DATE DEC 2016 SCALE NOTED JOB NO. 16_058 SHEET A-201 OF SHEETS en consent of Frank M Glazewski Architect. REVISIONS BY OI 03-2�f-li Frank M Glazewski architect structural design PO Box 8066 Chico, California 95927 530.894.5001 fax 530.894.8164 frank@ fmgarchitect. corn Rr 0 C-27470 REN B-31-17 9 F OF C dimension plan DRAWN F.G. Cd CHECKED F.G. 0 DEC 2016 0 CO O SCALE A-� NOTED 0 0 UU;��N A-2,92 0 ►- U SHEETS 06 v o U o o� by �''0Zv cd +-j dimension plan REVISION DATE: 03-29-11 DRAWN F.G. CHECKED F.G. DATE DEC 2016 SCALE NOTED JOB NO. 1L-058 SHEET A-2,92 OF SHEETS REVISION DATE: 03-29-11 T 4 in N r- 0 N v 4P 0 4 I C fu IL / A East elevation Scale: 1/4"=V-0" North elevation Scale: 1 /4"=1'-0" South elevation Scale: 1/4"=V-0" +10'-3/4' +0' -0" Frank M Architect expressly reserves common law copyrijzht and other property rights in these plans. These plans are not be be reproduced, changed or copied in anv form or matter whatsoever, nor are they to be assipned to any third party without the express written GENERAL NOTES 'I 08-221.8 OS -221.8 West elevation Scale: 1/4"=l' -O" +10'-3/4' +0'-0" +10'-3/4' +0'-0" +10'-3/4' +0'-O" REFER TO ROOF PLAN ON SHEET A-4 FOR EAVE AND BARGE DETAIL REFERENCES. REFER TO ROOF PLANS FOR SKYLIGHTS AND DOWNSPOUT LOCATIONS. ALL EXTERIOR TRIM TO BE WOOD GRAIN TEXTURE, TYPICAL UNLESS OTHERWISE NOTED. FRAMER TO INSTALL BUILDING PAPER UNDER ALL SIDING INSTALLED UNDER HIS CONTRACT. REFER TO MATERIAL NOTES ON SHEET A-1.2 FOR ADDITIONAL INFORMATION. REFER TO DETAILS ON SHEET A-6 FOR BASE AT PANEL SIDING. INSTALL ALL PROPRIETARY MATERIALS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. INSTALL TECHSHIELD AT ALL GABLE ENDS TO RECEIVE WOOD SIDING. KEYNOTES 06 WOOD AND PLASTIC - ELEVATIONS OG -200 CORNER TRIM - SEE .06/A-6 06-201 TRIM SURROUND - SEE .03/A-6 06-210 2 x 6 BARGE BOARD WITH I x 3 SHINGLE MOULD. TYP. 06-222 LARGE PROFILE OGEE GUTTER OVER 2 x 6 FASCIA 07 THERMAL AND MOISTURE PROTECTION - ELEVATIONS 01-110 ARCHITECTURAL COMPOSITION SHINGLE ROOFING - MATCH (E) RESIDENCE. 01-124 HARDIE FIBER CEMENT LAP SIDING. FASTEN TO STRUCTURAL FRAMING MEMBERS. 8-1/4" WIDTH. 1" REVEAL. 01-130 FLASHING AT ROOF TO WALL - SEE 12/A-6 FOR SIDED CONDITION 01-131 FLASHING AT ROOF TO RAKE WALL - SEE 15/A-6 FOR SIDED CONDITION 01-135 24GA. GALV. FLASHING AT WINDOW HEAD - SEE DETAILS 08 DOORS AND WINDOWS - ELEVATIONS 08-003 INSULATED METAL SECTIONAL GARAGE DOOR - SEE PLAN FOR SIZE - SEE ELEVATION FOR STYLE 08-200 VINYL FRAME, DUAL GLAZED WINDOW. GRID PATTERN AS SHOWN. 08-201 VINYL FRAME. DUAL GLAZED FIXED WINDOW. GRID PATTERN AS SHOWN. SIZE AS NOTED ON ELEVATIONS. 2-2x4 FRAMED MULLION BETWEEN MULTIPLE UNITS. 08-210 EXTERIOR DOOR - STYLE TO BE SELECTED BY OWNER 08-221.8 AMARR CLASSICA CARRIAGE HOUSE DOOR DOOR DESIGN: NORTHAMPTON WINDOWS: THAMES 09 FINISHES - ELEVATIONS 10 SPECIALTIES - ELEVATIONS 10-110 TURNCRAFT COLUMN: POLY -CLASSIC FRP COLUMN NON-TAPERED ROUND - UNFLUTED 12" DIA. x 9'. TUSCAN STYLE CAP AND BASE MATCH (E) - CONFIRM ALL SPECS 15 PLUMBING / MECHANICAL - ELEVATIONS 15-001 CONDENSING UNIT 16 ELECTRICAL M. !T BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE —_._BY REVISION DATE: 03-29-11 consent of Frank M Glazewski Architect. REVISIONS BY OI 03-24-1i Frank M Glazewski architect structural design PO Box 8066 Chico Califorriia 95927 X30.894.5001 fax 530.894.8164 frank@ fmgarchitect. corn elevations DRAWN F.G. CHECKED F.G. DATE DEC 2016 SCALE NOTED JOB N0. I6-058 SHEET A-3 OF SHEETS 0 4:� 0/ 0 bA�cd �' N 0�— Uo600 N 0 U r0 z� o v >n Cd 4_j elevations DRAWN F.G. CHECKED F.G. DATE DEC 2016 SCALE NOTED JOB N0. I6-058 SHEET A-3 OF SHEETS Frank M Ulazewski Architect expressly reserves common law copyri�yht andother property rijzhts in these plans. These plans are not be be reproduced, changed or copied in Section A Scale: 1/4"=V-0" Roo4lan Scale: l/4=1-0" ■ or matter whatsoever, not are thev to be assioned to anv third party without the express writt ATTIC VENTILATION VENTILATION RATIO REQUIRED: 1:300 SPLIT BETWEEN UPPER AND LOWER AREA OF ATTIC TO BE VENTILATED / AREA REQUIRED: AREA I: GARAGE/SHOP *2212 SF 3.19 SF / 3.19 SF * INCLUDES SOFFITED OVERHANGS VENTILATION PROVIDED: AREA I METHOD: UPPER: 4.04 SF A - 12 LF / F.I - (6) LOWER: 5.06 SF E - (20) SUMMARY OF VENTILATION METHODS: N.F.V.A. A. RIDGE VENT VENT SURE RIGID ROLL 12.5 SQ. IN PER FOOT E. SOFFIT VENT BRANDGUARD UE 2051-H 36.5 SQ. IN. 22" X 5.5" 06 WOOD F.I DORMER VENT 0' HAGIN LOW PROFILE 12 SQ, IN. TAPERED VENT SECTION KEYNOTES 01 GENERAL REQUIREMENTS - SECTIONS 01-105 ROOF PLYWOOD CONTINUOUS UNDER OVERLAY FRAMING 01-121 WALL IS BEARING LOCATION FOR TRUSSES 01-310 HVAC ATTIC AND PLATFORM 06 WOOD AND PLASTIC - SECTIONS 04-300 MANUFACTURED ROOF TRUSSES 04-305 23/32" PLYWOOD AT ATTIC FLOOR 07 THERMAL AND MOISTURE PROTECTION - SECTIONS 01-001 R-21 HIGH DENSITY BATT INSULATION IN WALL 01-003 R-49 BLOWN INSULATION IN ATTIC 01-121 SAO HARDIE SOFFIT WITH 4/4 x 3 TRIM BATTS AT JOINTS AND 24" O/C LENGTHWISE. ROOF PLAN KEYNOTES 01 GENERAL REQUIREMENTS - ROOF PLAN 01-500 HOLD GUTTER AND FASCIA BACK FROM ROUGH FRAMING: 2-1/4" AT PLASTER LOCATIONS 2-1/4" AT SIDED LOCATIONS (CONFIRM WITH SIDING USED) IN NO CASE SHALL GUTTER BE IN CONTACT WITH FINISH SIDING AT END CAP. PROVIDE "KICK -OUT" FLASHING AT GUTTER TO DIVERT WATER AWAY FROM WALL 0I-501 3' DIA. DOWNSPOUT (MATCH (E) RESIDENCE) TIE INTO DRAIN SYSTEM 06 WOOD AND PLASTIC - ROOF PLAN 06-221 LARGE PROFILE OGEE GUTTER OVER 2 x 6 BARGE MATCH (E) RESIDENCE 07 THERMAL AND MOISTURE PROTECTION - ROOF PLAN 01-110 ARCHITECTURAL COMPOSITION SHINGLES - MATCH (E) RESIDENCE 01-121 5/16" HARDIE SOFFIT WITH 4/4 x 3 TRIM BATTS AT JOINTS AND 24" O/C LENGTHWISE. 01-130 FLASHING AT ROOF TO WALL - SEE .12/A-6 FOR SIDED CONDITION 01-131 FLASHING AT ROOF TO RAKE WALL - SEE .15/A-6 FOR SIDED CONDITION 01-200 OWENS CORNING VENTSURE RIGID ROLL RIDGE VENT. N.F.V.A. = 12.5 SQ. IN. PER LINEAL FOOT ROOFTOP VENT - O'HAGIN LOW PROFILE TAPERED VENT Q01-211 OI �� N.F.V.A. = 12 $0. IN. 01-212 UNDER EAVE VENTS - BRANDGUARD UE 2051-H - 22' x 5.5' 01-220 24GA GALV. RAIN DIVERTER FLASHING PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE ''// DATE T_l-7 I BY GENER-A-1, NOTES ROOFING SHALL BE 30 YEAR COMPOSITION SHINGLES - INSTALL PER MANUFACTURER'S SPECIFICATIONS. BUILDER TO SELECT STYLE AND COLOR. OWENS CORNING OR EQUAL REFER TO ARCHITECTURAL DETAILS FOR OVERHANG DIMENSIONS. OVERHANG IS NOTED FOR PRIMARY NOTED PITCH. SECONDARY PITCH OVERHANG TO BE ADJUSTED TO ALLOW EAVES TO PLANE. ALL DOWNSPOUTS TIE INTO DRAIN SYSTEM AND DRAIN TO STREET. CONFIRM ALL DOWNSPOUT LOCATIONS. PRIMARY ROOF PITCH: 6:12 PRIMARY PITCH OVERHANG: 2'-0" TYP. ROOF PITCH MAY VARY ON ROOF. OVERHANGS AT ALL OTHER ROOF PITCHES TO BE ADJUSTED TO MATCH EAVE HEIGHT FOR PRIMARY ROOF OVERHANG. REVISION DATE: 03-29-I1 consent of Drank Al Ulazewski Architect, REVISIONS BY OI 03-24-11 Frank M Glazewski architect structural design PO Box 8066 Chico, California 95927 530.894.5001 fax 530.894.8164 frank a fmgarchitect.com r ---q r ---I A-, 0 OpMO � 0 U b1J �cd N o 71 00 i a��0 O � y) to 0 (� �0Ln� �r4_j VJ roof plan DRAWN F.G. CHECKED F.G. DATE DEC 2016 SCALE NOTED JOB N0. IG -058 SHEET A-4 OF SHEETS Undercabinet Scale: 1/4"_V-0" -0" H M Glazewski Architect reserves common law copyright and other property rijzhts in these plans. These plans are not be be or copied in any form or matter whatsoever, nor are thev to be assigned to any third partv without the ELECTRICAL SYMBOLS Electricalplan Scale: 1/4"=V-0" DUPLEX GFIRECEPTACLE (4) FOURPLEX GFI RECEPTACLE &D GARBAGE DISPOSAL SINGLE OUTLET RECEPTACLE ® CHIMES p DUPLEX RECEPTACLE - ° PUSHBUTTON SWITCH - DOORBELL DEDICATED CIRCUIT PUSHBUTTON SWITCH - GARAGE DOOR USB CHARGING STATION. O THERMOSTAT uss n =QV2 1/2 HOT RECEPTACLE -Ef- SINGLE POLE SWITCH ,E FOURPLEX RECEPTACLE -EflTHREE-WAY SWITCH r �20v 220V RECEPTACLE -ffl� SWITCH - MANUAL -ON WITH ,.; VACANCY SENSOR UNDERCOUNTER RECEPTACLE UNDERCOUNTER RECEPTACLE - GFCI fo DIMMER SWITCH :-EAS RHEOSTAT FOR FAN ® FLOOR OUTLET J JUNCTION BOX'a PROGRAMMABLE TIMER SWITCH W/ ASTRONOMICAL CLOCK TEL TELEPHONE JACK ' 220V DISCONNECT (*TTEL FLOOR TELEPHONE JACK -�- CEILING MOUNT LED FIXTURE CABLE TV JACK TEL/DATA JACK LED PENDANT LIGHT (2) CAT 5 RUNS TO PANEL LED ('EF EXHAUST FAN - SEE A-1.2 ® V RECESSED LED FIXTURE (8110V CARBON MONOXIDE/SMOKE V RECESSED LED FIXTURE DETECTOR (IIOV) W/ LITHIUM (DIRECTIONAL) BACKUP BATTERY 110V IIOV SMOKE DETECTOR W/ WP INDICATES FIXTURE IS APPROVED FOR SD LITHIUM BACKUP BATTERY WET -USE AREA DECORATIVE LED WALL SCONCE - FUEL GAS STUBOUT SEE DWGS FOR MOUNTING HEIGHT • I" DIA. ENT (SMURF TUBE) ='11 IN WALL. SEE NOTES ' K} WALL -MOUNT LED LIGHT TRANSFORMER FOR T SEE DWGS FOR MOUNTING HEIGHT LOW -VOLTAGE LIGHTS INSTALL BOX AND WIRING FOR FUTURE CEILING 3 FAN W/ LIGHT INSTALL LIGHT FIXTURE AS A �� STANDARD U.N.O. FIXTURES: AO LITHONIA L- - LBL. LGI BAFFLE AND GIMBAL LED MODULES © LITHONIA LBPMW LED - APPROVED FOR DAMP LOCATIONS 1' (2) TUBE FLUORESCENT FIXTURE ------- FLUORESCENT STRIP LIGHT - LENGTH NOTED ON DRAWINGS NOTE: ALL SMOKE DETECTORS SHALL BE HARDWIRED 120V WITH BATTERY BACKUP. INTERCONNECT ALL SMOKE DETECTORS SO THAT ALL DETECTORS ARE ACTIVATED WHEN ONE DETECTOR IS TRIGGERED. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL STRUCTURAL MEMBERS IN FIELD WHEN LOCATING RECESSED CANS AND MODIFY LAYOUT AS REQUIRED. SMALL APPLIANCE BRANCH CIRCUIT, LAUNDRY BRANCH CIRCUITS AND BATHROOM BRANCH CIRCUITS - REFER TO ELECTRICAL NOTES ON SHEET A-1.2 OF DRAWINGS. PROVIDE ACCESS CATWALK, PLATFORM, ELECTRICAL SERVICE DISC„ LIGHT AND CONVENIENCE OUTLET AT ATTIC MOUNTED FURNACES. EXHAUST FANS AT BATHROOMS SHALL BE 50 CFM MIN., IOOCFM AT LAUNDRY. VENT FANS TO OUTSIDE. REFER TO DETAILS Ol/S-1.3 AND 10/S-1.3 FOR ADDITIONAL INFORMATION. ALL BATHROOM EXHAUST FANS TO HAVE TIMER SWITCH. REFER TO ELECTRICAL NOTES ON SHEET A-1.2 FOR ADDITIONAL INFORMATION. HOME RUN RG -L FROM CATV OUTLETS TO STRUCTURED MEDIA PANEL. PROVIDE CATEGORY 5E CABLE TO ALL PHONE LOCATIONS. HOMERUN ALL CAT 5E CABLES TO STRUCTURED MEDIA PANEL LOCATION. ELECTRICIAN TO PROVIDE (D RG -6 RUN FROM CATV BOX, AND (U CAT SE RUN FROM TEL BOX TO STRUCTURED MEDIA PANEL. KEYNOTES 15 PLUMBING / MECHANICAL - ELEVATIONS 15-001 HEAT PUMP HEATING/COOLING COMPRESSOR 15 PLUMBING / MECHANICAL - ELECTRICAL PLAN 15-200 AIR HANDLER AND COIL LOCATED IN ATTIC. CONFIRM LOCATION. 15-205 RETURN AIR GRILLE IN CEILING - CONFIRM LOCATION 15-211 MINIMUM 50CFM EXHAUST FAN. VENT TO OUTSIDE. REFER TO DETAIL 01/S-1.3 FOR DUCT SIZING REQUIREMENTS. 15-212 WHOLE BUILDING VENTILATION FAN. REFER TO 10/S-1.3 FOR FAN CAPACITY. REFER TO NOTES ON SHEET A-1.2 '01 00 00.4 ENERGY NOTES - INDOOR AIR QUALITY AND MECHANICAL VENTILATION' FOR ADDITIONAL INFORMATION. 15-213 WHOLE HOUSE PAN PROVIDE TIMER SWITCH 16 ELECTRICAL I4-001.1 ELECTRICAL SUB -PANEL - IOOA - CONFIRM 16 ELECTRICAL - ELECTRICAL PLAN I4-101 UNDER CABINET FLUORESCENT TASK LIGHTING. LENGTH IS NOTED ON DRAWINGS. I4-109 LOW VOLTAGE WIRING FOR GARAGE DOOR OPENER I4-110 DED. OUTLET FOR GARAGE DOOR OPENER I4-114 LED TRACK LIGHTING I4-119 INSTALL CEILING FAN WITH LIGHT I4-119.1 CEILING FAN I4-121 STRUCTURED MEDIA PANEL LEVITON 41405-28N, 41405-28D, 41405 -ODP, 41404-AHT ELECTRICIAN TO PROVIDE ELECT. TO BOX. PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE L/-/ T "I / BY Lr f'v au��, P REVISION DATE: 03-29-I1 consent of Frank M Glazewski Architect. REVISIONS BY OI 03-24-11 Frank M Glazewski architect structural design PO Box 8066 Chico California 95927 X30.894.5001 fax 530.894.8164 frank(?,Dfmgarchitect. corn ��SED ARr, �4ZF�FCJ s� / C- 27470 REN 8-31-17 9 OF electrical plan DRAWN F.G. CHECKED F.G. DATE DEC 2014 SCALE NOTED 0• 00 0 0 I4-058 wt0C) SHEET U N 4-4 0 U06N SHEETS 7 Lr) bo 3-4 0 H 4J Lr) �./ 4_j VJ electrical plan DRAWN F.G. CHECKED F.G. DATE DEC 2014 SCALE NOTED JOB NO. I4-058 SHEET A-5 OF SHEETS T-Irnnlr 1\,i r1�tiP«,C6; A rrl,itP/`}' Pvt<rPCC1<I YPC PrcTPC rnrn—n 1— m;,b+ o"A n,-t,Pr nt-nt—i-tv rinbfe in thacP tdone 'T'1iPeP t<lnne nrP not 1,a },P rPntnr1„rar1 rbnnrsPrl n1' f nn1Pl1 1n Anv form nr m ttPr 1,1711atCnever nor nre thev to he nssinned to nnv third n -Am without the exnress written consent of Frank M Glazewski Architect. REVISIONS BY QPLAN CHECK OI 03-26-11 V NOTE: BUILDING PAPER BUILDING PAPER BUILDING PAPER /\ ALL TRIM TO BE HARDIE TRIM AS MANUFACTED I 1 - BY HARDIE SYSTEMS. ------------ i ALL SIZES NOTED ARE NOMINAL. I SHEARPLY - I WHERE OCCURING SIDING - I SIDING - I I 5/4 x 2 TRIM SEE ELEVATIONS FOR STYLE I SEE ELEVATIONS FOR STYLE PANEL SIDING - 1 j SEE ELEV. FOR STYLE � SHEARPLY - WHERE OCCURING I I I 24GA GALV. FLASHING SHEARPLY - WHERE OCCURING I i >< 24 GA. 'Z' BAR FLASHING J PANEL SIDING - FLASHING I II SEE ELEVATION FOR STYLE i i><i I II TRIM PAINT 'T BAR FLASHING TO i I I I SEE ELEV. BUILDING PAPER MATCH EXTERIOR SIDING I I SHEARPLY - INSIDE CORNER I 24 GA. GALVANIZED WINDOW FLASHING u WHERE OCCURING TRIM AT HEAD: I FLASHING AT ROOF TO WALL 5/4 5/4 x 4 PAINT TO MATCH ROOF 24 GA, GALVANIZED I �- STEP FLASHING I COMPOSITION SHINGLE COMPOSITION SHINGLE ROOFING -INSTALL PER MANUFACTURER'S SPECS I x 4 CANT STRIP ROOFING - INSTALL PER MANUFACTURER'S SPECS i OS A/ TRIM AT JAMBS: A -L WINDOW SYSTEM - 5/4 x G TRIM, i >� 5/4 x 4 I SEE NOTES TYPICAL ------------ — — — — — — — — — — — — i --------- ---------------- NOTE: TRIM AT SILL: REFER TO WINDOW TRIM OUTSIDE CORNER BUILDING PAPER DETAIL THIS PAGE FOR ir ADDITIONAL INFORMATION O1 WINDOW FLASHING SHALL BE FORTIFLASH A-6 OR EQUAL. INSTALL IN ACCORDANCE WITH FORTIFIBER "WINDOW FLASHING - A GUIDE TO A. PROFILE A -SIDED ELEVATION INSTALLATION - METHOD 'A' FLASHING — ROOF TO WALL FLASHING — ROOF TO WALL o9 WINDOW HEAD — SIDING ro4_' CORNER TRIM 03 WINDOW TRIM 15 12 A-6 REV: 04-01-01 FLASHING_005_B3A SCALE: N/A A-6 REV: 04-0I-01 FLASHING -005 -BIB SCALE: N/A A-6 REV: 03-25-11 FLASHING -010_C SCALE: 3" = 1'-0" A-6 REV: 04-02-01 DETAILOO'1 SCALE: 1-1/2" = 1'-0" A-6 REV: 0I-31-11 DETAIL013 SCALE: NONE Qr PROVIDE INSULATION BAFFLE AT LOCATIONS WHERE EAVE BLOCK IS OMITTED FOR BUILDING PAPER VENTILATION. BAFFLE TO EXTEND TUATN OP OF SHEARPLY �1p WHERE OCCURING OMIT THIS BLOCK AT PANEL SIDING - VENTILATED BAYS SEE ELEV. FOR STYLE WINDOW FLASHING BUILDING PAPER BUILDING PAPER T� 4 i i ' PANEL SIDING - " PANEL SIDING - ;STYLE— SEE ELEVATION FOR STYLE i BRANDGUARD SOFFIT VENT - SEE ELEVATIONS FOR STYLES I SEE TRIM - ' SEE ELEV. p 22 x 5.5" - UE2051-H NFVA - 34.5 1 24 GA. GALV. FLASHING ;) SHEARPLY - WHERE OCCURING FASCIA AND GUTTER - I A I>< i i SEE ELEV. _ TRIM SEE ELEVATION WINDOW SYSTEM -pt I SEE NOTES i 5/4 NOMINAL TRIM - NOTE: RIP TO REQUIRED WIDTH 771, DETAIL MAY VARY SLIGHTLY FIBER CEMENT BOARD SOFFIT i DEPENDING ON SIDING USED GARAGE DOOR > NOTE: 1 5/4 x 3 TRIM REFER TO WINDOW TRIM DETAIL THIS PAGE FOR BUILDING PAPER ADDITIONAL INFORMATION, i EXTERIOR SIDING - WINDOW FLASHING SHALL BE FORTIFLASH OR EQUAL. INSTALL IN ACCORDANCE WITH I I I �— —I I I I Q� SEE ELEVATIONS\ FORTIFIBER "WINDOW FLASHING - A GUIDE TO j INSTALLATION - METHOD 'A' " 001 004 n GARAGE DOOR HEAD SECTION os WINDOW JAMB — SIDING o5 SILL DETAIL o2 EAVE DETAIL A-6 REV: 03-19-12 DETAIL014F SCALE: 1-1/2" = 1'-0" A-6 REV: 04-06-11 DETAIL12 SCALE: 3" = 1'-0" A-6 REV: 04-02-01 DETAIL009 SCALE: 1-1/2" = 1'- A-6 REV: 0I -01-I1 ARCH-EAVE_001_A SCALE: 1-1/2" = 1'-0" NOTE: REFER TO WINDOW TRIM DETAIL THIS PAGE FOR ADDITIONAL INFORMATION SEE DWGS O 2 x 4 BLOCKS WINDOW SYSTEM - OMIT THIS BLOCK AT VENTILATED BAYS ,-----''�--- BARGE OUTRIGGERS - AT 4" C SEE NOTES --' SEE STRUCTURAL DETA LS .--'� SHINGLE � ' T__ ------ FASCIA AND GUTTER - 1---- - i r MOULD / BUILDING PAPER SEE ELEVATIONS - y BARGE BOARD - SHEARPLY - I � i --- SEE ELEVATIONS WHERE OCCURING , ' TRIM - j LFIBER n PANEL SIDING - SEE ELEV. �I - CEMENT BOARD i SEE ELEVATIONS FOR STYLE ; ,-- '" SOFFIT - SEE DWGS HARDIE SOFFIT � 4/4 x 3 TRIM WINDOW FLASHING I VERTICAL FIBER CEMENT PANEL SIDING, TYP. q 5/4 x 3 TRIM 4/4 x 3 TRIM X Y I 5/4 TRIM -SEE ELEV. BRANDGUARD SOFFIT VENT - ' / \ i --------- SEE ROOF FRAMING PLAN -- ------------ ----- -- t" EXTERIOR SIDING - PANEL SIDING - SEE DRAWINGSi SEE ELEV. FOR STYLE FIBER CEMENT BOARD 4/4 x 2 TRIM 4/4 x 2 TRIM SOFFIT -SEE DWGS 0 � 5/4 NOMINAL TRIM - I w RIP TO REQ'D WIDTH BUILDING PAPER r'E.tViIT# SHEARPLY - 3UTTF COUNTYsERvlcEs ao BUILDING WRAP GARAGE DOOR WHERE OCCURING , , REVIEWED FfJ FOR O I SDE COMPLIANCE _ 14-17-17 i ^AaTF. BY ° WINDOW FLASHING SHALL BE FORTIFLASH OR EQUAL. INSTALL IFLASHING DAACH > BER 'WINDOW GUIDE FORTIFIBER INSTALLATION - METHOD 'A' " Q , i 001 001 �c BARGE DETAIL ri GARAGE DOOR JAMB of WINDOW SILL — SIDING 04 EAVE AT PORCH 13 U- A-6 REV: 02-10-I1 ARCH -BARGE -002-A SCALE: 1-1/2" = 1'-01, A-6 REV: 03-19-12 IDETAIL014e SCALE: 1-1/2" = 1'-0" A-6 REV: 04-06-11 DETAIL12d SCALE: 3" = 1'-0,1 A-6 REV: 0I-31-11 ARCH - EAVE-002_B SCALE: 1-1/2" = 1'-0" a1-\/ICl/1A1 MAT=_ 111-70-1� REVISIONS BY QPLAN CHECK OI 03-26-11 Frank M Glazewski architect structural design PO Box 8066 Chico California 95927 X30.894.5001 fax 530.894.8164 frank @fmgarchitect. corn ��SED /AR`Cy/l s� 0 C -27470`f REN 8-31-17 9TF OF Ch r—I 0-I A., p o Cd ��� U m d- o U 06 v � o 0z to (t 0 Ln0 V VJ DRAWN F.G. CHECKED F.G. DATE JAN 2011 SCALE NOTED JOB N0. I6-058 SHEET A-6 OF SHEETS 2016 Low -Rise Residential Mandatory Measures Summary NOTE.• Low-rise residential buildings subject to the Energy Standards must comply with all applicable mandatory measures, regardless of the compliance approach used. Review the respective section for more information. 'Exceptions may apply. Building Envelope Measures: §110.6(a)1: Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 cfm/ftl or less when tested per dryer vent. NFRC-400orASTM E283orAAMAIWDMA/CSA101/I.S.2/A440-2011' § 110.6(a)5: Labeling. Fenestration products must have a label meeting the requirements of § 10-111(a), § 110.6(b): Field fabricated exterior doors and fenestration products must use U -factors and solar heat gain coefficient (SHGC) values from TABLES Storage Tank Insulation. Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water -heating systems, must have 110.6-A and 110.6-B for compliance and must be caulked and/or weatherstri ed.' § 110.7; Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be caulked, Water piping and cooling system line insulation. For domestic hot water system piping, whether buried or unburied, all of the following must asketed, or weather stripped. § 110.8(a): Insulation Certification by Manufacturers. Insulation specified or installed must meet Standards for Insulating Material. § 110.8(g): Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g). § 110,8(i): Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the roofing material must meet the requirements of § 110.8(i) when the installation of a cool roof is specified on the CFI R. § 110.80): Radiant Barrier. A radiant barrier must have an emittance of 0.05 or less and be certified to the Department of Consumer Affairs. and non -crushable casing or sleeve' Ceiling and Rafter Roof Insulation. Minimum R-22 insulation in wood -frame ceiling; or the weighted average U -factor must not exceed 0.043. 150.06)2A. Distribution Water piping and cooling stem line Insulation. Pipe for cooling system lines must be insulated as specified in §1 Minimum R-19 or weighted average LI -factor 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 onmust bei stalled in Insulation Protection. ection. Insulation must be protected from damage, includingdin that due to sunlight, moisture equipment maintenance and Wind. direct contact with a continuous roof or ceiling which is sealed to limit infiltration and exfiltration as specified in § 110.7, including but not limited protected Insulation Protection. Insulation exposed to weather must be installed with a cover suitable for outdoor service. For example, pro este by to placing insulation either above or below the roof deck or on top of a drywall ceiling.* § 150.0(b): Loose -fill Insulation. Loose fill insulation must meet the manufacturers required density for the labeled R -value, cause degradation of the material. x6 r -factor of 0. 74 or - d framing wall or have a U -factor of 0.102 or less R-19 in 2 o U 0 Wall Insulation. Minimum R 13 insulation in 2x4 inch woo m ng § 150.0(c): less). Opaque non -framed assemblies must have an overall assembly U factor not exceeding 0.102, equivalent to an installed value of R-13 in a Class I or Class II vapor retarder. wood framed assembly.* § 150.0(d): Raised -floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U -factor.' 1 Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone without termination and the space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the facings, no greater than 0.3%; have a water vapor permeance no greater than 2.0 permfinch; be protected from physical damage and UV light water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btulhr. deterioration; and when installed as part of a heated slab floor, meet the requirements of § 1 10.8 . Recirculating Loops. Recirculating loops serving multiple dwelling units must meet the requirements of § 110.3(c)5. I I r lass 1 vapor retarder. This Vapor Retarder. In Climate Zones 1-16, the earth floor of unvented crawl space must be covered with a Class o C I p § 150.0(g)l: requirement also applies to controlled ventilation crawls ace for buildings complying with the exception to § 150.0 d . Corporation (SRCC) or by a listing agency that is approved by the Executive Director. Vapor Retarder. In Climate Zones 14 and 16 a Class I or Class II vapor retarder must be installed on the conditioned space side of all § 150.0(g)2: insulation in all exterior watts, vented attics, and unvented attics with air- ermeable insulation. P 150.0 § (q)' --- Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have a other device must be no greater than the number of bedrooms. These electrical boxes must be served by a dimmer, vacancy sensor control, or maximum U -factor of 0.58; or the weighted averse U -factor of all fenestration must not exceed 0.58.* Fireplaces, Decorative Gas Appliances, and Gas Log Measures: 15 . e 1A: § 00() n e n' opening of the firebox. must have a closable metal or ass door coven the entire o Closable Doors. Mason or facto -built fireplaces h ry ry9 9 p 9 150.0 e 1 B: § () Combustion Intake. Masonry or factory -built fireplaces must have a combustion outside air intake, which is at least six square inches in area aminimum installed level f R4.2 when entirely in conditioned space as confirmed through field verificationn and diagnostic testing and is equipped with a readily accessible, operable, and tight -fitting damper or combustion -air control device' § 150.0(e)1 C: Flue Damper. Masonry or factory -built fireplaces must have a flue damper with a readily accessible control' § 150.0(e)2: Pilot Light. Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of meetsthe requirements of UL 723. If mastic or tape is used to seal openings 9reat r than /. inch, thecombination of mastic and either meshh or the building, are prohibited. Space Conditioning, Water Heating, and Plumbing System Measures: § 110.0•§ 110.3: Certification. Heating, ventilation and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other regulated by vacancy sensors. appliances must be certified by the manufacturer to the Energy Commission' § 110.2(a): HVAC Efficiency. Equipment must meet the applicable efficiency requirements in TABLE 110.2-A through TABLE 110.2-K.' § 150.0(m)2: Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance heaters § 110.2(b): must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the § 150.0(m)3: cut -on temperature for compression heating is higher than the cut -on temperature for supplementary heating, and the cut-off temperature for JA8' compression heating is higher than the cut-off temperature for supplementary heating.* § 110.2(c): Thermostats. All unitary heating or cooling systems not controlled by a central energy management control system (EMCS) must have a Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. setback thermostat' § 150.0(m)8:manual) Water Heating Recirculation Loops Serving Multiple Dwelling Units. Water heating recirculation loops serving multiple dwelling units must § 110.3(c)5: meet the air release valve, backflow prevention, pump priming, pump isolation valve, and recirculation loop connection requirements of § switched ON and OFF. 110.3(c)5. § 110.3(c)7: Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBTU/hr (2 kW) must have isolation valves with hose bibbs Interior Switches and Controls. No control must bypass a dimmer or vacancy sensor function if the control is installed to comply with or other fittings on both cold water and hot water lines of water heating systems to allow for water tank flushing when the valves are closed. § 110.5: Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces; household cooking appliances (appli- § 150.0(m)10: ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt); and pool and spa heaters' Interior Switches and Controls. An energy management control system (EMCS) may be used to comply with dimmer requirements if it: Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with ASHRAE Handbook, Equipment § 150.0(h)l: Volume, Applications Volume, and Fundamentals Volume; SMACNA Residential Comfort System Installation Standards Manual; or ACCA 130.5(f); and meets all other requirements in1§ 50.0(k)2. Manual J using design conditions specified in § 150.0(h)2. 2016 Low -Rise Residential Mandatory Measures Summary § 150.0(h)3A: Clearances. Installed air conditioner and heat pump outdoor condensing units must have a clearance of at least 5 feet from the outlet of any § 150.0(k)2J: dryer vent. § 150.0(h)3B: um Liquid Line Drier. Installed air conditioner and heat systems must be equipped with liquid line filter driers if required, as specified by pump Y § 150.0(k)2K: manufacturer's instructions, § 150.00)1: Storage Tank Insulation. Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water -heating systems, must have e l R-12 external insulation or R-16 internal insulation where the Internal insulation R -value is indicated on the exterior of the tank. 150.0(k)3A: Water piping and cooling system line insulation. For domestic hot water system piping, whether buried or unburied, all of the following must §150.0(o): A• the first f f hot and cold water pipes from the storage tank all piping with a be insulated according to the requirements of TABLE 120.3 ers 5 feet o a p pe rag p p g § 150.06)2A: nominal diameter of 3/4 inch or larger; all piping associated with a domestic hot water recirculation system regardless of the pipe diameter; piping from the heating source to storage tank or between tanks; piping buried below grade; and all hot water pipes from the heating source to § 150.0(k)3B: kitchen fixtures' Pool and Spa Systems and Equipment Measures: Water piping and cooling system line insulation. All domestic hot water pipes that are buried below grade must be installed in a water proof 150.0 26: § �) and non -crushable casing or sleeve' § 150.00)2C: 150.06)2A. Distribution Water piping and cooling stem line Insulation. Pipe for cooling system lines must be insulated as specified in §1 without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not use electric piping for steam and h dronic heating systems or hot waters stems must meet the requirements in TABLE 120.3-A' 150.00)3:3: Insulation Protection. ection. Insulation must be protected from damage, includingdin that due to sunlight, moisture equipment maintenance and Wind. i i e 6 inches f pipe between the filter and the heater, or dedicated Piping. Any pool or spa heating equipment must be installed with at least 3 nc o p p , protected Insulation Protection. Insulation exposed to weather must be installed with a cover suitable for outdoor service. For example, pro este by § 150.00)3A: aluminum, sheet metal, painted canvas, or plastic cover. The cover must be water retardant and provide shielding from solar radiation that can Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover. cause degradation of the material. § 150.0(j)36 Insulation Protection. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must have a will allow all pumps to be set or programmed to run only during off-peak electric demand periods. Class I or Class II vapor retarder. Pilot Light, Natural gas pool and spa heaters must not have a continuously burning pilot light. Gas or Propane Systems. Systems using gas or propane water heaters to serveindividual dwelling units must include all of the following: a § 150.0(n)1: 120V electrical receptacle within 3 feet of the water heater, a Category III or IV vent, or a Type B vent with straight pipe between the outside rate, piping, filters, and valves' termination and the space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the § 110.9: water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btulhr. § 150.0(n)2: Recirculating Loops. Recirculating loops serving multiple dwelling units must meet the requirements of § 110.3(c)5. § 150.0(n)3: Y the Solar Rating and Certification Solar Water -heating Systems. Solaroater-heatin systems andcollectorsmuss be certified and rated b Corporation (SRCC) or by a listing agency that is approved by the Executive Director. Ducts and Fans Measures: § 110.8(d)3: Ducts. Insulation installed on an existing space -conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a . it Blank Electrical Boxes. The number of electrical boxes that are more than 5 feet above the finished floor and do not contain a n a luminaire or contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement. other device must be no greater than the number of bedrooms. These electrical boxes must be served by a dimmer, vacancy sensor control, or CMC Compliance. All air -distribution systemstem ducts and PI plenums must be installed, sealed, and insulated to therequirements of CMC fan speed control. §§ 601.0, 602.0, 603.0, 604.0, 605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions Recessed Downfight Luminaires in Ceilings. Luminaires recessed into ceilings must meet all of the requirements for: insulation contact (IC) of supply -air and return -air ducts and plenums must be insulated to a minimum installed level of R-6.0 (or higher if required by CMC § 605.0) or labeling; air leakage; sealing; maintenance; and socket and light source as described in § 150.0(k)1 C. A JA8-2016-E light source rated for aminimum installed level f R4.2 when entirely in conditioned space as confirmed through field verificationn and diagnostic testing § 150.0(m)1: (RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with Electronic Ballasts. Ballasts forfluorescent lamps rated 13 watts or greater must be electronic and must have an out ut fre uenc no less than mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B or aerosol sealant that 20 kHz. meetsthe requirements of UL 723. If mastic or tape is used to seal openings 9reat r than /. inch, thecombination of mastic and either meshh or Night Lights. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans must be rated to consume no tape must be used. Building cavities, support platforms for airhandlers and plenums designed or constructed with materials other than sealed more than 5 watts of power per luminaire re or exhaust fan as determined in accordance with § 130.0(c). Night lights do not need to be controlled sheet metal, duct board or flexible duct must not be used for conveying conditioned air. Building cavities and support platforms may contain by vacancy sensors. ducts. Ducts installed in cavities and support platforms must not be compressed to cause reductions in the cross-sectional area of the ducts' Lighting Integral to Exhaust fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) Factory -Fabricated Duct Systems. Factoryfabricated duct systems must comply with applicable requirements for duct construction § 150.0(m)2: connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct Screw based luminaires. Screw based luminaires must not be recessed downlight luminaires in ceilings and must contain lamps that comply tapes unless such tae is used in combination with mastic and draw bands. § 150.0(m)3: Field -Fabricated Duct Systems. Field -fabricated duct systems must comply with applicable requirements for pressure -sensitive tapes, JA8' mastics, sealants, and other requirements specified for duct construction. § 150.0(m)7: Backdraft Dampers. All fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. automatic dampers. § 150.0(m)8:manual) Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible, Interior Switches and Controls. Luminaires must be switched with readily accessible controls that permit the luminaires to be manually o erated dampers in all openings to the outside, except combustion inlet and outlet air openings and elevator shaft vents. switched ON and OFF. Protection of Insulation. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and § 150.0(m)9: wind. Insulation exposed to weather must be suitable for outdoor service. For example, protected by aluminum sheet metal, painted canvas, or Interior Switches and Controls. No control must bypass a dimmer or vacancy sensor function if the control is installed to comply with plastic cover. Cellular foam insulation must be protected as above or painted with a coating that is water retardant and provides shielding from 150.0k. solar radiation. § 150.0(m)10: Porous Inner Core Flex Duct. Porous inner core flex duct must have a non -porous layer between the inner core and outer vapor barrier. Interior Switches and Controls. An energy management control system (EMCS) may be used to comply with dimmer requirements if it: Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an § 150.0(m)11: occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in 130.5(f); and meets all other requirements in1§ 50.0(k)2. accordance with § 150.0(m)11and Reference Residential Appendix RA3. Interior Switches and Controls. An EMCS may be used to comply with vacancy sensor requirements in § 150.0(k) if it meets all of the Air Filtration. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal § 150.0(m)12: conditioning component, except evaporative coolers, must be provided with air filter devices that meet the design, installation, efficiency, 130.5(f); and all other requirements in § 150.0 k 2. pressure drop, and labeling requirements of § 150.0(m)12. a, 2016 Low -Rise Residential Mandatory Measures Summary & 2016 Low -Rise Residential Mandatory Measures Summary Duct System Sizing and Air Filter Grille Sizing. Space conditioning systems that use forced air ducts to supply cooling to an occupiable § 150.0(k)2J: space must have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the § 150.0(m)13: supply plenum. The space conditioning system must also demonstrate airnow Z 350 CFM per ton of nominal cooling capacity through the return § 150.0(k)2K: grilles, and an air -handling unit fan efficacy s 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with § 1%0(k)2L: Reference Residential Appendix RA3.3. This applies to both single zone central forced air systems and every zone for zonally controlled central forced airs stems' 150.0(k)3A: Ventilation for Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2. Neither window operation nor §150.0(o): continuous operation of central forced air system air handlers used in central ian integrated ventilationsystems a re permissible methods of providing whole -building ventilation. Field Verification and Diagnostic Testing. Whole -building ventilation airflow, must be confirmed through field verification and diagnostic § 150.0(k)3B: testing, in accordance with Reference Residential Appendix RA3.7. Pool and Spa Systems and Equipment Measures: either § 150.0(k)3A or with the applicable requirements in 110.9,130.0, 130.2,130.4, 140.7 and 141.0. Certification by Manufacturers. Any pool or spa 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 mounted outside of the heater that allows shutting off the heater 4 .7 and 141.0. requirementsi 110.9 130.0 130.2 130 140 a 150.0(k)38 or 150.0(k)3D must comply with the applicable n §§ without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not use electric Residential Outdoor Lighting. Outdoor lighting for residential parking lots and residential carports with a total of eight or more resistance heating,* § 110.4(b)1: i i e 6 inches f pipe between the filter and the heater, or dedicated Piping. Any pool or spa heating equipment must be installed with at least 3 nc o p p , Internally illuminated address signs. Intemally illuminated address signs must comply with § 140.8; or must consume no more than 5 watts of suction and return lines, or built-in or built-up connections to allow for future solar heating. § 110.4(b)2: Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover. 110.4 b § O3: Directional inlets and time switches for pools. Pools must have directional inlets that adequately mix the pool water, and a time switch that applicable requirements for nonresidential garages in §§ 110.9,130.0 130.1 130.4,140.6, and 141.0. will allow all pumps to be set or programmed to run only during off-peak electric demand periods. § 110.5: Pilot Light, Natural gas pool and spa heaters must not have a continuously burning pilot light. 150.0 § (P)' Pool Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pump sizing, flow building must be high effic cy luminaires and controlled by an occupant sensor. rate, piping, filters, and valves' Lighting Measures: § 110.9: Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable requirements § 1%0(k)6B: of § 110.9' § 110.9(e): JA8 High Efficacy Light Sources. To qualify as a JA8 high efficacy light source for compliance with § 150.0(k), a residential light source must be certified to the Energy Commission according to Reference Joint Appendix JA8. § 150.0(k)IA: Luminaire Efficacy. All installed luminaires must be high efficacy in accordance with TABLE 150.0-A. r I family Single Family Residences. Single family residences located in subdivisions with ten or more single residences and where the it Blank Electrical Boxes. The number of electrical boxes that are more than 5 feet above the finished floor and do not contain a n a luminaire or § 1%0(k)'18: other device must be no greater than the number of bedrooms. These electrical boxes must be served by a dimmer, vacancy sensor control, or requirements of § 1 10.10 b through § 1 10.10(e). fan speed control. Low-rise Multi -family Buildings. Low-rise multi -family buildings must comply with the requirements of § 110.10(b) through § I10.10(d). Recessed Downfight Luminaires in Ceilings. Luminaires recessed into ceilings must meet all of the requirements for: insulation contact (IC) § 150.0(k)1C: labeling; air leakage; sealing; maintenance; and socket and light source as described in § 150.0(k)1 C. A JA8-2016-E light source rated for ventilation, and spacing requirements as specified in Title t4 Part 9 or other Parts of Title 24 or in any requirements adopted b a local elevated temperature must be installed by final inspection in all recessed downli ht luminaires in ceilings. 150.0 k 1D: Electronic Ballasts. Ballasts forfluorescent lamps rated 13 watts or greater must be electronic and must have an out ut fre uenc no less than each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with roof areas 20 kHz. greater than 10,000 square feet. Night Lights. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans must be rated to consume no § 150.0k)1 E: more than 5 watts of power per luminaire re or exhaust fan as determined in accordance with § 130.0(c). Night lights do not need to be controlled square feet. For low-rise multi -family buildings the solar zone must be located on the roof or overhang of the building, or on the roof or overhang by vacancy sensors. § 150,0(k)IF: Lighting Integral to Exhaust fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) must meet the applicable re uirements of § 150.0(k),* Orientation. All sections of the solar zone located on steep -sloped roofs must be oriented between 110 degrees and 270 degrees of true north. Screw based luminaires. Screw based luminaires must not be recessed downlight luminaires in ceilings and must contain lamps that comply § 150.0(k)lG: with Reference Joint Appendix JA8. Installed lamps must be marked with "JA8-2016" or'JA8-2016-E" as specified in Reference Joint Appendix mounted equipment.' JA8' § 150.0(k)1H: Enclosed Luminaires. Light sources installed in enclosed luminaires must be JA8 compliant and must be marked with °JA8-2016-E." § 150.0(k)2A: Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. § 150.0(k)2B: Interior Switches and Controls. Exhaust fans must be switched separately from lighting systems.' § 150.0(k)2C: Interior Switches and Controls. Luminaires must be switched with readily accessible controls that permit the luminaires to be manually dead toad and roof live load must be clearly indicated on the construction documents. switched ON and OFF. § 150.0(k)2D: Interior Switches and Controls. Controls and equipment must be installed in accordance with manufacturers instructions. § 150.0(k)2E: Interior Switches and Controls. No control must bypass a dimmer or vacancy sensor function if the control is installed to comply with interconnection will be the main service panel); and a pathway for routing of plumbing from the solar zone to the water -healing system. 150.0k. 150.0(k)2F: §9 Interior Switches and Controls. Lighting controls must comply with the applicable requirements of 110.9. 9 P Y PP Q § 1 10.10 c must be provided to the occupant. Interior Switches and Controls. An energy management control system (EMCS) may be used to comply with dimmer requirements if it: § 150.0(k)2G: functions as a dimmer according to § 110.9; meets the Installation Certificate requirements of § 130.4; meets the EMCS requirements of § Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole circuit 130.5(f); and meets all other requirements in1§ 50.0(k)2. breaker for a future solar electric installation. The reserved space must be: positioned at the opposite (load) end from the input feeder location or Interior Switches and Controls. An EMCS may be used to comply with vacancy sensor requirements in § 150.0(k) if it meets all of the § 150.0(k)2H: following: it functions as a vacancy sensor according to § 110.9; the Installation Certificate requirements of § 130.4; the EMCS requirements of § 130.5(f); and all other requirements in § 150.0 k 2. § 150.0(k)21: Interior Switches and Controls. A multiscene programmable controller may be used to comply with dimmer requirements In § 150.0(k) if it provides the functionality of a dimmer according to § 110.9, and complies with all other applicable requirements in § 150.0(k)2. & 2016 Low -Rise Residential Mandatory Measures Summary PERMIT # E3UTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE SATE HERS RATER REQUIRED ❑Buildin Envelope Sealing g g E ❑ Quality Insulation Inspection ElLow g Duct Leakage ❑ Improved Refrigerant Charge p g g ❑ SEER EER Verification ❑ Fan Efficanc Y ❑ Cooling Coil Airflow ❑Retu g rn Duct Design ❑ IAQ and MV Testing ❑led r' Ducts Bu ❑Non standard Duct Location ❑ Ducts in co p conditioned space ❑ craw ace or basement Ducts In craws pace All items checked above must certified be verified b ace d HERS rater. e Y Energy Reports Prepared By VALLEY DUCT TESTING A Division of JaaR Sales, Inc 2216 Sierra Meadows Dr. Rocklin, CA - 95677 (916) 624-2092 Revision Schedule 1Q Plan Check Revision 3/30/17 Submittal Set 2/13/17 UNo. Revision/Issue J Builder Name and Address Frank M. Glazewski PO Box 8066 Chico, CA - 95927 Project Name and Address Hall Garage/Workshop Oroville, CA Plan Number Sheet MF1 R - All Plans Date 3/30/17 2016 perEN-0 �c�enc an ars Scale AS AS NOTED Interior Switches and Controls. In bathrooms, garages, laundry rooms, and utility rooms, at least one luminaire in each of these spaces must § 150.0(k)2J: be controlled by a vacancy sensor. Interior Switches and Controls. Dimmers or vacancy sensors must control II luminaires required to have light sources compliant with § 150.0(k)2K: Reference Joint Appendix JAS except luminaires in closets less than 70 square feet and luminaires in hallways.*..___ § 1%0(k)2L: Interior Switches and Controls. Undercabinet lighting must be switched separately from other lighting systems. Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to other 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 requirements in either item § 150.0(k)3Aii (photocell and motion sensor) or item § 150.0(k)3Aiii (photo control and automatic time switch control, astronomical time clock, or EMCS. Residential Outdoor Lighting. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, § 150.0(k)3B: and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site must comply with either § 150.0(k)3A or with the applicable requirements in 110.9,130.0, 130.2,130.4, 140.7 and 141.0. 150.0 k 3C Residential Outdoor Lighting. For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by 4 .7 and 141.0. requirementsi 110.9 130.0 130.2 130 140 a 150.0(k)38 or 150.0(k)3D must comply with the applicable n §§ § 150.0(k)3D: Residential Outdoor Lighting. Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site must comply with the applicable requirements in §§ 110.9,130.0,130.2,130.4,140.7, and 141.0. Internally illuminated address signs. Intemally illuminated address signs must comply with § 140.8; or must consume no more than 5 watts of § 150.0(k)4: ower as determined according to § 130.0 c . § 150.0(k)5: Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply with the applicable requirements for nonresidential garages in §§ 110.9,130.0 130.1 130.4,140.6, and 141.0. Interior Common Areas of Low-rise Multi -Family Residential Buildings. In a low-rise multifamily residential building where the total interior §150,0(k)6A: common area in a single building 20 percent or less of the floor area,permanently installed lighting for the interior common areas in that building must be high effic cy luminaires and controlled by an occupant sensor. Interior Common Areas of Low-rise Multi -Family Residential Buildings. In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in that building must: § 1%0(k)6B: I. Comply with the applicable requirements in §§ 110.9,130.0,130.1,140.6 and 141.0; and ii. Lighting installed in corridors and stairwells must be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors must be capable of turning the light fully on and off from all designed paths of ingress and egress, Solar Ready Buildings: r I family Single Family Residences. Single family residences located in subdivisions with ten or more single residences and where the § 110.10(a)l : application for a tentative subdivision map for the residences has been deemed complete by the enforcement agency must comply with the requirements of § 1 10.10 b through § 1 10.10(e). § 110.10(a)2: Low-rise Multi -family Buildings. Low-rise multi -family buildings must comply with the requirements of § 110.10(b) through § I10.10(d). Minimum Area. The solar zone must have a minimum total area as described below. The solar zone must comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title t4 Part 9 or other Parts of Title 24 or in any requirements adopted b a local s 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 quare feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with roof areas §110.10(b)l: greater than 10,000 square feet. lin n have total area no less than 250 m located on the roof or overhangof the building and ha a For single family residences the solarzone must be o e Fo sr 9 Y 9 square feet. For low-rise multi -family buildings the solar zone must be located on the roof or overhang of the building, or on the roof or overhang of another structure located within 250 feet of the building, or on covered parking installed with the building project, and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area' § 110.10(b)2: Orientation. All sections of the solar zone located on steep -sloped roofs must be oriented between 110 degrees and 270 degrees of true north. § 110.10(b)3A: Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof mounted equipment.' Shading. Any obstruction located on the roof or any other part of the building that projects above a solar zone must be located at least twice the § 110.10(b)3B: distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone, measured in the vertical lane.' 110.10 b § (� n loads or roof Structural Design Loads on Construction Documents. For areas of the roof designated as solar zone, the structuraldes g o s f dead toad and roof live load must be clearly indicated on the construction documents. Interconnection Pathways. The construction documents must indicate: a location for inverters and metering equipment and a pathway for § 110.10(c): routing of conduit from the solar zone to the point of interconnection with the electrical service (for single family residences the point of interconnection will be the main service panel); and a pathway for routing of plumbing from the solar zone to the water -healing system. § 110.10(4): Documentation. A copy of the construction documents or a comparable document indicating the information from § 110.10(b) through 1 10.10 c must be provided to the occupant. § 110.10(e)l: Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps. Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole circuit § 110.10(e)2: breaker for a future solar electric installation. The reserved space must be: positioned at the opposite (load) end from the input feeder location or main circuit location; and permanently marked as "For Future Solar Electric". PERMIT # E3UTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE SATE HERS RATER REQUIRED ❑Buildin Envelope Sealing g g E ❑ Quality Insulation Inspection ElLow g Duct Leakage ❑ Improved Refrigerant Charge p g g ❑ SEER EER Verification ❑ Fan Efficanc Y ❑ Cooling Coil Airflow ❑Retu g rn Duct Design ❑ IAQ and MV Testing ❑led r' Ducts Bu ❑Non standard Duct Location ❑ Ducts in co p conditioned space ❑ craw ace or basement Ducts In craws pace All items checked above must certified be verified b ace d HERS rater. e Y Energy Reports Prepared By VALLEY DUCT TESTING A Division of JaaR Sales, Inc 2216 Sierra Meadows Dr. Rocklin, CA - 95677 (916) 624-2092 Revision Schedule 1Q Plan Check Revision 3/30/17 Submittal Set 2/13/17 UNo. Revision/Issue J Builder Name and Address Frank M. Glazewski PO Box 8066 Chico, CA - 95927 Project Name and Address Hall Garage/Workshop Oroville, CA Plan Number Sheet MF1 R - All Plans Date 3/30/17 2016 perEN-0 �c�enc an ars Scale AS AS NOTED QI 014100 DESIGN DATA 03 30 00 CAST -IN PLACE CONCRETE Code used: 2016 California Building Code 1. Exposure class for concrete: Negligible exposure. 16" o/c face nail 2. Construction joints shall be prepared to expose clean, solidly Floor loading: N/A - Slab on grade Each end, toenail embedded aggregate over the entire joint interface. Construction 3-1 Od box; or 16" o/c face nail joints shall be adequately keyed. Their locations and details, when not 2-16d sinkers intersecting wall corners (at braced wall shown on the Drawings, shall be subject to the approval of the Roof loading: Live loads: Each end, toenail Architect. Typical roof - 20lbs/SF 3. Concrete placement shall be continuous between construction joints. Dead loads: Typical roof - l blbs/SF 4. Unless otherwise shown on the drawings, concrete slabs shall be cast Composition shingles 12 in square or rectangular patterns not exceeding 400 SF in area. 16d common at 6" o/c; or Face nail Provide construction, contraction or weakened plane joints at Wind loading: Basic 3 -second gust wind speed (mph) 110 intervals not exceeding dimensions noted on drawing details. Install Wind importance factor, 1 1.00 contraction joints in both directions at re-entrant corners. Wind exposure category B 5. Sleeves, pipes and conduits shall not be placed through continuous or Internal pressure coefficient, GCpi +/-0.18 spread footings, grade beams or tie beams unless specified and 3-16d common; or Face nail detailed on plans. 3-1 Od box; or 6. Conduit shall not be placed in any slab less than 3-1/2 in. thick. If Seismic: Seismic importance factor, 1 1.00 conduit is placed in a concrete slab, its outside diameter shall not be Mapped spectral response acceleration: Face nail greater than 1/3 the slab thickness. The minimum clear distance S5 0.613 between conduits shall be 6 inches. Si 0.214 7. All exposed corners shall be chamfered 3/4 in. unless noted otherwise. Site class D 8. Structural steel shapes, tubes and pipes embedded in concrete shall Design spectral response coefficients; 12 have a minimum concrete cover of 3 inches clear to earth. SDs SDI 0.535 0.281 9• Bottoms of all footings shall rest on firm, undisturbed soil. Minimum Seismic design category D depth is noted on Drawings. Basic seismic -force -resisting system (s) 10. Concrete slabs on ground shall have a minimum thickness of 4". Refer Bearing wall system - plywood shearwalls to Drawings for more specific information. Design base shear See calculations 11. Concrete slabs on ground required to have a vapor retarder by the Seismic response coefficient(s), Cs 0.082 California Building Code shall be underlain with the following Response modification factor(s), R 6.5 assembly: A capillary break, consisting of a 4 -inch thick base of 1/2 Analysis procedure; Toenail inch or larger clean aggregate placed atop the sub grade, 10 mil Equivalent lateral force procedure 3-16d box; or vapor retarder, minimum 2" granular fill placed atop the vapor g) Sills on concrete PTDF 4-1 Od box; or retarder. The granular fill atop the vapor retarder shall not be wet prior a. N/A 4-16d sinkers to placing concrete. 01 41 00 FOUNDATION DESIGN DATA 2-16d common; or Face nail 1. Soil design information: 03 3100 STRUCTURAL CONCRETE Allowable soil design pressures: 3-16d sinkers unless more stringent criteria are indicated on plans. Plate washers: All Continuous footings 1500 PSF 3-8d common; or Face nail Grade beams 1500 PSF 1. Foundation element or condition per CBC Table 1808.8.1: Isolated footings 1500 PSF 2-8d common; or Foundations for Group R or U occupancy of light -frame construction, Retaining walls: 2-1 Od box two stories or less in height, assigned to Seismic Design Category D, E, Active pressure (restrained) 60 PCF 3-8d common; or or F (2500psi). Active pressure (cantilevered) 35 PCF 2. The minimum 28 -day compressive strength of concrete shall be: Passive pressure 150 PCF Joist to sill, top plate, or girder Foundations/pad footings 2500 PSI Frictional resistance 0.25 x dead load 0617 53 MANUFACTURED TRUSSES Slabs on grade 2500 PSI 2. Minimum footing depth: 2. Concrete proportions shall be determined in accordance with the Bottom of footings shall be located at 12" below top of adjacent provisions of ACI 318, Section 5.2. natural grade -see Drawings. 3 Concrete contractor shall submit a concrete mix design for concrete 02 25 00 EXISTING MATERIAL ASSESSMENT 1. 4.505.3. Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent moisture content. Moisture content shall be verified in compliance with the following: a. Moisture content shall be determined with either a probe - type or contact -type moisture meter. b. Moisture readings shall be taken at a point 2 feet to 4 feet from the grade stamped end of each piece to be verified. c. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. 2. Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Wet -applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure. 03 20 00 REINFORCING STEEL 1. Reinforcing steel to conform to ASTM A615, including supplement S1. All bars shall be new stock deformed bars, grade 40 for #4 bars and smaller, grade 60 for #5 bars and larger, typical unless otherwise noted. Bars to be welded shall conform to ASTM 706. 2. Details for reinforcing shall be in accordance with ACI 318-14. 3. Bar splices - Concrete - Unless noted otherwise, reinforcement bars to be lapped minimum 40 bar diameters, but in no case less than 24". Horizontal laps in adjacent bars shall be staggered 60" minimum. 4. Bends in reinforcement shall be in accordance with ACI 318-14. 5. Walls, pilasters and columns shall be doweled to their supporting footings with vertical dowels of the same size and spacing as the vertical reinforcing, unless otherwise noted on the plans. Where possible, vertical bars shall be one-piece, full height. 6. For concrete or masonry construction, vertical reinforcing bars shall be accurately located in walls as noted on plan details. 7. All reinforcing to be securely wired and properly supported above ground and away from the form. 8. Where required, bar supports shall be provided as specified in the "Manual of Standard Practice" published by the Concrete Reinforcing Steel Institute (CRSI). 9. All dimensions shown for locations of reinforcing steel are to center of bar unless noted as "clr". "Clr" dimensions are to face of bar and denote clear coverage. Unless specifically noted otherwise, concrete coverage shall be 3" where concrete is placed directly against earth, and 2" where concrete is exposed to earth but is against forms. Slabs on grade shall have reinforcing at mid -depth unless otherwise noted - refer to Drawing details. 10. Welding of crossing bars and tack welding of reinforcing shall not be permitted. slabs on ground (prepared by the concrete supplier) to the Architect for review and approval prior to placing concrete. The mix design shall employ the use of optimal aggregate size to reduce the water/cement ratio. 4. Portland cement shall conform to ASTM C150. 5. Concrete aggregates shall conform to ASTM C33 for normal weight concrete. 6. Nominal maximum size of coarse aggregate shall not be larger than: a. 1/5 the narrowest dimension between sides of forms, nor; b. 1/3 the depth of slabs, nor; c. 3/4 the minimum clear spacing between individual reinforcing bars or wires. 7. Water used in mixing concrete shall conform to ASTM C1602. 8. Admixtures used to increase the workability of the concrete shall not be considered to reduce the specified minimum cement content. 9. Ready mix concrete shall be mixed and delivered in accordance with ASTM C-94. 05 00 00 STRUCTURAL STEEL NOTES 1. Materials and workmanship shall conform to the latest edition of the "Specification for the Design, Fabrication and Erection of Structural Steel for Buildings" published by the American Institute of Steel Construction (AISC). 2. Unless otherwise noted, machine bolts and anchor bolts shall conform to ASTM F1554, Grade 36. Hex nuts shall conform to ASTM A563; Grade A. Heavy hex nuts shall conform to ASTM A563; grade A. All threaded rods shall conform to ASTM A36, typical unless otherwise noted. 3. Structural steel sections noted as W shall conform to ASTM A992 Grade 50. Tube sections shall conform to ASTM A500 Grade B, Fy = 46 ksi. Pipes shall conform to ASTM A53, Fy = 36 ksi. Miscellaneous metal components not noted shall conform to ASTM A36. Rail tubing shall conform to ASTM A513. 06 0610.13 NAILING SCHEDULE - 2016 CBC - Table 2304.10.1 Description of building elements Number and type of Spacing and location 24" o/c face nail fasteners 16" o/c face nail Roof Blocking between ceiling joists, rafters 3-8d common; or Each end, toenail or trusses to top plate or other framing 3-1 Od box; or 16" o/c face nail below 2-16d sinkers intersecting wall corners (at braced wall Blocking between rafters or truss not at 2-8d common; or Each end, toenail the wall top plate, to rafter or truss 2-16d sinkers 16" o/c each edge - subfloor and wall 2-16d common; or End nail 16d box; or 2-16d sinkers 12 Flat blocking to truss and web filler 16d common at 6" o/c; or Face nail Continuous header to stud 16d sinkers at 6" o/c Toenail Ceiling joist to top plate 3-8d common; or Each joist, toenail Top plate to top plate 3-1 Od box; or 16" o/c face nail l Od box; or 3-16d sinkers 8d deformed Ceiling joist not attached to parallel 3-16d common; or Face nail rafter, laps over partitions (no thrust) 3-1 Od box; or Each side of end joint, 6 3-16d sinkers face nail (minimum 24" Ceiling joist attached to parallel rafter Per Table 2308.7.3.1 Face nail at heel joint 8d common; or side of end joint Collar tie to rafter 3-1 Od common; or Face nail 16d box; or 4-1 Od box; or or blocking (not at braced wall panels) l Od common; or 4-16d sinkers 12 Rafter or roof truss to top plate 3-1 Od common; or Toenail or blocking at braced wall panels 3-16d box; or 1/2" or less 6d corrosion -resistant 4-1 Od box; or 12 Stud to top or bottom plate 4-16d sinkers Toenail Roof rafter to ridge, valley, or hip rafters; 2-16d common; or End nail or roof rafter to 2 -inch ridge beam 3-1 Od box; or b) Posts in wall framing Match wall framing siding; or 3-16d sinkers continuous over two or more spans. Allow 1/8" spacing at panel 3-1 Od common; or Toenail e) Studs, sills and plates See Drawings Top or bottom plate to stud 3-16d box; or End nail g) Sills on concrete PTDF 4-1 Od box; or h) Misc. framing not noted DF No. 2 a. N/A 4-16d sinkers 4. SHEARWALLS Wall Stud to stud (not at braced wall panels) 16d common; or 24" o/c face nail I Od box; or 16" o/c face nail fasteners b. Identification requirements - each panel shall be identified with 16d sinkers Edges Stud to stud and abutting studs at 16d common; or 16" o/c face nail 16d box; 12" o/c face nail intersecting wall corners (at braced wall panels) 3/8" to 1/2" 6d common or deformed Built up header (2" to 2" header) 16d common; or 16" o/c each edge - subfloor and wall d. Nails at structural wood panels shall have 3/8" edge distance and Face nail 16d box; or 12" o/c each edge - 12 partitions shall not exceed 40% of the stud width. 16d sinkers Face nail Continuous header to stud 4-8d common; or Toenail 6d deformed 4-1 Od box OF Top plate to top plate 16d common; or 16" o/c face nail l Od box; or 12" o/c face nail 8d deformed location, the holes shall be spaced no less than 2x the 16d sinkers Wood structural panels, combination Top plate to top plate; at end joints 8-16d common; or Each side of end joint, 6 12-1 Od box; or face nail (minimum 24" 6d deformed 12-16d sinkers lap splice length each 7/8" to 11" 8d common; or side of end joint Bottom plate to joist, rim joist, band joist 16d common; or 16" o/c face nail 16d box; or 12" o/c face nail or blocking (not at braced wall panels) l Od common; or 16d sinkers 12 Bottom plate to joist, rim joist, band joist 2-16d common; or 16" o/c face nail or blocking at braced wall panels 3-16d box; or 1/2" or less 6d corrosion -resistant 16 sinkers 12 Stud to top or bottom plate 4-8d common; or Toenail 2. ROOF SHEATHING 4-1 Od box 8d corrosion -resistant 2-16d common; or End nail b) Posts in wall framing Match wall framing siding; or 3-1 Od box; or continuous over two or more spans. Allow 1/8" spacing at panel d) 6 x headers DF No. 1 3-16d sinkers e) Studs, sills and plates See Drawings Top or bottom plate to stud 2-16d common; or End nail g) Sills on concrete PTDF 3-1 Od box; or h) Misc. framing not noted DF No. 2 a. N/A 3-16d sinkers 4. SHEARWALLS Top plates, laps at corners and 2-16d common; or Face nail intersections 3-1 Od box; or ends and 1/s' spacing at panel edges. piece shall receive at least two bolts. This information will govern 3-16d sinkers unless more stringent criteria are indicated on plans. Plate washers: All 1 " brace to each stud and plate 3-8d common; or Face nail in the plate washer shall be permitted to be diagonally slotted with a 2-1 Od box width of up to 3/16" larger than the bolt diameter and a slot length not 1 " x 6" sheathing to each bearing 2-8d common; or Face nail the plate washer and the nut. The plate washer shall extend to within 2-1 Od box 1/2" of the edge of the bottom plate on the side(s) with sheathing with 1 " x 8" and wider sheathing to each 3-8d common; or Face nail bearing 3-1 Od box 6. All nuts shall be tightened when placed and re -tightened prior to Floor Joist to sill, top plate, or girder 3-8d common; or Toenail 0617 53 MANUFACTURED TRUSSES l Od box; or Anchor bolts shall have a 3" square x 1/4" plate washer - see note 2-16d sinkers above. Rim joist, band joist, or blocking to top 8d common; or 6" o/c toenail plate, sill or other framing below l Od box; or connectors with nails and/or bolts as indicated in the catalog. signed by a California Registered Civil Engineer substantiating 16d sinkers adequacy of trusses to support dead plus live loads. 1 " x 6" subfloor or less to each joist 2-8d common; or Face nail Composition roof: 2-1 Od box Top chord DL 10.Opsf 2" subfloor to joist or girder 2-16d common; or Face nail Bottom chord DL 8.Opsf 2-16d sinkers Bottom chord LL IO.Opsf 2" planks (plank & beam - floor& roof) 2-16d common; or Each bearing, face nail A load duration factor of 1.25 may be used for truss design. Bottom 2-16d sinkers chord live load is not concurrent with top chord live load. Built-up girders and beams, 2" lumber 20d common; or 32" o/c, face nail at top layers 13. Light gauge connectors in contact with preservative -treated lumber and bottom staggered shall be Simpson ZMax or Hot dip galvanized, using only hot -dip 5. Drag loads. Design trusses for in -plane drag loads as noted on ono osite sides I Od box; or 24" o/c face nails at top structural drawings. 6. 2' the framed with solid blocking, or braced with 3/8" plywood sheathing 16d sinkers and bottom staggered span with the name of the manufacturer, the loading criteria, and the 15. Interior non-bearing walls on slabs shall be attached with approved ono osite sides And: Ends and at each Drawing details. 2-20d common; or splice, face nail 3-1 Od box; or 3-16d sinkers Ledger strip supporting joists or rafters 3-16d common; or Each joist or rafter, face 4-1 Od box; or nail 4-16d sinkers Joist to band joist or rim joist 3-16d common; or End nail 2-1 Od box; or 4-16d sinkers Bridging or blocking to joist, rafter or 2-8d common; or Each end, toenail truss 2-1 Od box; or 2-16d sinkers Wood structural panels (WSP), subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framing Description of building elements Number and type of Spacing and locations a. Wood structural panels shall be manufactured using exterior glue. fasteners b. Identification requirements - each panel shall be identified with to the edge of a stud. Holes shall not be located in any stud at a Edges Intermediate and shall meet the requirements of the latest edition of U.S. (inches) supports depth. Holes bored in joists shall not be within 2" of the top or bottom C. Panel thickness, grade and Group number or span rating shall be inches 3/8" to 1/2" 6d common or deformed 6 12 Association. subfloor and wall d. Nails at structural wood panels shall have 3/8" edge distance and Notching in exterior walls and bearing partitions shall not exceed 25% 8d box or deformed roof 6 12 partitions shall not exceed 40% of the stud width. 19/32" to 3/," 8d common; or 6 12 f. No piece of roof, floor, or wall sheathing shall be less than 12" in 6d deformed least dimension. OF 7/8" to 1-1/4" 1 O common; or 6 12 panels. If more than one hole is to be drilled at a specific 8d deformed location, the holes shall be spaced no less than 2x the 2. Install blocking as required to support finish hardware, such as towel Wood structural panels, combination subfloor underla ment to framin 3/4" and less 8d common; or 6 12 2. Notify Architect of record when considering penetrations 6d deformed other than normal piping, conduits, wiring, etc. and any • In exterior or interior stud walls, at ceiling and floor levels. 7/8" to 11" 8d common; or 6 12 indicating the same APA approval and designation as the 8d deformed plywood. ■ Around top, bottom, sides and ends of sliding door pockets. 1-1 /8" to 1-1 /4" l Od common; or 6 12 of the Special Design Provisions for Wind and Seismic by the 8d deformed American Wood Council with nomenclature defined as follows: ■ Any other locations not specifically mentioned above, such as Panel siding to framing 1/2" or less 6d corrosion -resistant 6 12 3. Structural framing shall be of the grades and species indicated or siding better (WWPA grading rules). See Drawings for more specific 2. ROOF SHEATHING 5/8" 8d corrosion -resistant 6 12 b) Posts in wall framing Match wall framing siding; or c) 4 x headers DF No. 2 continuous over two or more spans. Allow 1/8" spacing at panel d) 6 x headers DF No. 1 8d corrosion -resistant e) Studs, sills and plates See Drawings nails at 6", 12" o/c. f) Blocking and furring HF STD and btr. casing g) Sills on concrete PTDF nk Al. Glazewski Architect ext)ressly reserves common law convright and other uronerty rights in these Mans. These Mans are not be be reproduced. changed or coIDied in an 0610 53 NOTCHING/BORING IN WOOD MEMBERS 0616 00 WOOD STRUCTURAL PANELS 1. Bored holes in bearing wall studs shall not exceed 40% of the stud 1. GENERAL PROVISIONS width. Holes in non-bearing wall studs shall not exceed 60% of the stud a. Wood structural panels shall be manufactured using exterior glue. width. In no case shall the edge of a bored hole be nearer than 5/8" b. Identification requirements - each panel shall be identified with to the edge of a stud. Holes shall not be located in any stud at a the appropriate trademark of the American Plywood Association, section with a cut or notch. and shall meet the requirements of the latest edition of U.S. 2. Notches on the ends of joists shall not exceed one-fourth of the joist Product Standard PS -1 or PS -2. depth. Holes bored in joists shall not be within 2" of the top or bottom C. Panel thickness, grade and Group number or span rating shall be of the joist, and the diameter of any hole shall not exceed one-third at least equal to that shown on the drawings. Application shall be the depth of the joist. Notches in the top or bottom of joists shall not in accordance with recommendations of the American Plywood exceed one-sixth the depth and shall not be located in the middle Association. third of the joist span. 3. d. Nails at structural wood panels shall have 3/8" edge distance and Notching in exterior walls and bearing partitions shall not exceed 25% nail heads shall not penetrate face ply. of the stud width. Cutting or notching of studs in non-bearing U partitions shall not exceed 40% of the stud width. e. Structural wood panels shall butt at centerline of single supporting member with edge nailing from each panel into that member. O f. No piece of roof, floor, or wall sheathing shall be less than 12" in 0610 53 ROUGH CARPENTRY least dimension. OF g. Provisions for penetrations in structural wood panels shall be as 1. In addition to framing operations normal to the fabrication and follows:1. Up to a 4" diameter hole may be drilled anywhere in the erection indicated on the Drawings, install wood blocking and panels. If more than one hole is to be drilled at a specific backing required for the work of other trades. location, the holes shall be spaced no less than 2x the 2. Install blocking as required to support finish hardware, such as towel diameter of the drilled hole. In shear panels, it will be bars, medicine cabinets, lights, etc. Install fire stopping to cut off all considered preferable to locate multiple drilled holes in a concealed draft openings (both vertical and horizontal), and to form vertical orientation relative to one another. an effective barrier between stories and between top story and roof 2. Notify Architect of record when considering penetrations space. It shall be used in specific locations, as follows: other than normal piping, conduits, wiring, etc. and any • In exterior or interior stud walls, at ceiling and floor levels. penetration larger than 4" diameter. ■ In all stud walls and partitions, including furred spaces, so placed h. OSB may be substituted for plywood as long as it bears a stamp that the maximum distance of any concealed space is not over indicating the same APA approval and designation as the 10'-0".substituted plywood. ■ Around top, bottom, sides and ends of sliding door pockets. ■ In spaces between chimneys and wood framing, loose non- I. Diaphragm nailing shall conform to Section 4.2 of the 2015 Edition combustible supports, or a metal collar tightly fitted to the of the Special Design Provisions for Wind and Seismic by the chimney and nailed to the wood framing shall be used. American Wood Council with nomenclature defined as follows: ■ Any other locations not specifically mentioned above, such as BN = Boundary nailing at diaphragm boundaries, holes for pipes, shafting, behind furring strips and similar places continuous panel edges and at edges of openings. which could afford a passage for flames. EN = Edge nailing at plywood panel edges. 3. Structural framing shall be of the grades and species indicated or FN = Field nailing at intermediate supports. better (WWPA grading rules). See Drawings for more specific 2. ROOF SHEATHING information: a. Panel roof sheathing shall be 15/32" APA SHEATHING EXP 1. Refer a) 2 xjoists and raftersI DF No. 2 to drawings for panel index. Install with the long dimension of the b) Posts in wall framing Match wall framing panel across supports, except where noted, and with panel c) 4 x headers DF No. 2 continuous over two or more spans. Allow 1/8" spacing at panel d) 6 x headers DF No. 1 ends, and 1/4" spacing at panel edges. Nail with 8d common wire e) Studs, sills and plates See Drawings nails at 6", 12" o/c. f) Blocking and furring HF STD and btr. 3. SUB -FLOORING g) Sills on concrete PTDF h) Misc. framing not noted DF No. 2 a. N/A 4. Anchor bolts: Wood sills for bearing and sheathed walls bearing on 4. SHEARWALLS masonry or concrete shall be bolted with 1/2' diameter x 10" anchor a. Panel wall sheathing shall be 3/s' APA RATED SHEATHING EXP 1 or bolts at 72" o/c. maximum spacing and within 12" of end of each (See drawings). Nail per drawings. Allow 1/8" spacing at panel piece. Increase bolt length to 12" at 3 x and 4 x mudsills. Each sill ends and 1/s' spacing at panel edges. piece shall receive at least two bolts. This information will govern unless more stringent criteria are indicated on plans. Plate washers: All anchor bolts shall have a 3" square x 1/4" thick plate washer. The hole in the plate washer shall be permitted to be diagonally slotted with a 0617 00 STRUCTURAL COMPOSITE LUMBER width of up to 3/16" larger than the bolt diameter and a slot length not to exceed 1-3/4", provided a standard cut washer is placed between the plate washer and the nut. The plate washer shall extend to within 1. Structural composite lumber for this project shall be Versa -Lam or 1/2" of the edge of the bottom plate on the side(s) with sheathing with Versa -Rim as manufactured by Boise Cascade - grades as noted on nominal unit shear capacity greater than 400plf for wind or seismic. the Drawings. 5. Bolt holes in wood or steel shall be 1/16" larger than bolts. 2. Refer to ICC ESR -1040 for additional information. 6. All nuts shall be tightened when placed and re -tightened prior to application of finish or at completion of job. 7. Standard cut washers shall be provided under the heads and nuts of 0617 53 MANUFACTURED TRUSSES all bolts and lag screws bearing on wood except anchor bolts. Anchor bolts shall have a 3" square x 1/4" plate washer - see note above. 1. Submit plans and calculations to Architect and Building Department 8. Framing hardware shall be Simpson STRONG -TIE or approved equal, prior to installation. with connectors as specified in the latest Simpson catalog. Install 2. Truss details and calculations for roof trusses shall be prepared and connectors with nails and/or bolts as indicated in the catalog. signed by a California Registered Civil Engineer substantiating 9. Wall top plates shall have joints at a stud centerline. End joints in adequacy of trusses to support dead plus live loads. double top plates shall be offset no less than 48". 3. Truss loading: 10. Nails used for structural connections other than plywood nailing or Composition roof: manufactured connector installation shall be green vinyl coated Top chord DL 10.Opsf sinkers unless otherwise specified on Drawings. Plywood nailing shall Top chord LL 20.Opsf be common wire nails, size as specified. Bottom chord DL 8.Opsf 11. Nail holes shall have a pilot hole where necessary to prevent splitting Bottom chord LL IO.Opsf of the wood. 12. Fasteners in preservative -treated and fire -retardant -treated wood A load duration factor of 1.25 may be used for truss design. Bottom shall be of hot dipped zinc -coated galvanized steel or stainless steel. chord live load is not concurrent with top chord live load. The coating weights for zinc -coated fasteners shall be in accordance 4. HVAC equipment loads. At pitched roofs, check the top chord of the with ASTM A 153. trusses for a 0.075K -concentrated load in a worst-case location (i.e., 13. Light gauge connectors in contact with preservative -treated lumber truss midspan). shall be Simpson ZMax or Hot dip galvanized, using only hot -dip 5. Drag loads. Design trusses for in -plane drag loads as noted on galvanized fasteners meeting the requirements of ASTM A153. 14. Cripple walls which have a stud length of less than 14" shall be structural drawings. 6. 2' the framed with solid blocking, or braced with 3/8" plywood sheathing Trusses are to be stamped on the bottom chord within of center nailed to the top plate, studs and sill. span with the name of the manufacturer, the loading criteria, and the 15. Interior non-bearing walls on slabs shall be attached with approved allowable spacing. powder -driven fasteners through the sill plate at 32" o/c - refer to Drawing details. 16 All foundation plates, sills and sleepers on concrete or masonrywhich 3100 00 EARTHWORK are in direct contact with earth, and sills which rest directly on concrete and masonry foundations shall be PTDF. 17. Cutting, drilling, or notching of beams, joists or posts shall be permitted 1. All earthwork shall be performed in accordance with CBC Section only as shown on the drawings or as otherwise indicated in writing by 1804. the Architect of record. 2. Refer to foundation plan and details for additional information. 3. Finish grading shall provide positive drainage away from all buildings. 4. All footings shall bear on firm, undisturbed soil or approved compacted fill. All fill material shall be placed in accordance with CBC Section 1804. 5. CBC 1804.3 The ground immediately adjacent to the foundation shall be sloped away from the building at a slope of not less than 5 - percent slope for a minimum distance of 10 feet measured perpendicular to the face of the wall. If physical obstructions or lot lines prohibit 10 feet of horizontal distance, a 5 -percent slope shall be provided to an approved alternative method of diverting water away from the foundation. Swales used for this purpose shall be sloped a minimum of 2 percent where located within 10 feet of the building foundation. Impervious surfaces within 10 feet of the building foundation shall be sloped a minimum of 2 percent away from the building. Where climatic or soil conditions warrant, the slope of the ground away from the building foundation is permitted to be reduced to not less than a 2 -percent slope. ■ form or matter whatsoever. nor are thev to be assigned to anv third party without the exnl 03 23 00 EXCAVATION AND FILL 1. Slope - The slope of cut surfaces shall be no steeper than is safe for the intended use and shall be no steeper than 1 unit vertical in 2 units horizontal unless the owner furnishes a soils engineering or an engineering geology report, or both, stating that the site has been investigated and giving an opinion that a cut at a steeper slope will be stable and not create a hazard to public or private property. 2. Preparation of ground - Fill slopes shall not be constructed on natural slopes steeper than 1 unit vertical in 2 units horizontal. The ground surface shall be prepared to receive fill by removing vegetation, non- complying fill, topsoil and other unsuitable materials scarifying to provide a bond with the new fill and, where slopes are steeper than 1 unit vertical in 5 units horizontal and the height is greater than 5 feet, by benching into sound bedrock or other competent material as determined by the soils engineer. The bench under the toe of a fill on a slope steeper than 1 unit vertical to 5 units horizontal shall be at least 10 feet wide. The area beyond the toe of fill shall be sloped for sheet overflow of a paved drain shall be provided. When fill is to be placed over a cut, the bench under the toe of fill shall be at least 10 feet wide but the cut shall be made before placing the fill and acceptance by the soils engineer or engineering geologist as both as a suitable foundation for fill. 3. Fill material - Detrimental amounts of organic material shall not be permitted in fills. Except as permitted by the Building Official, no rock or similar irreducible material with a maximum dimension greater than 12 inches shall be buried or placed in fills. 4. Compaction - All fills shall be compacted to a minimum of 90 percent of maximum density. 5. Slope of fill surfaces -The slope of fill surfaces shall be no steeper than is safe for the intended use. Fill slopes shall be no steeper than 1 unit vertical in 2 units horizontal. 3123 16.13 TRENCHING 1. The finish excavation for foundations shall be neat and true to line with all loose material and standing water removed prior to concrete placement. writte PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE 4-1-17-1,7 GATEBY Z?/_L Li consent of Frank M Glazewski Architect REVISIONS BY QPLAN CHECK OI 03-26-11 F.G. 0 CHECKED Frank M Glazewski architect structural design PO Box 8066 Chico, California 95927 530.894.5001 fax 530.894.8164 frank@fmgarchitect. corn Tr /NO C-27470 7.Z REN 8-31-17 OF C r-1 F.G. 0 CHECKED F.G. O � p 0 JAN 2011 / 0 SCALE U U c� o I"� U 00, JOB NO. U 16-058 � � O 0. Z SHEET O S-1,01 OF SHEETS r4-1 V J DRAWN F.G. CHECKED F.G. DATE JAN 2011 SCALE NOTED JOB NO. 16-058 SHEET S-1,01 OF SHEETS Frank M Glazewski Architect expressly reserves common law copyright and other property rights in these plans These plans are not be be reproduced changed or copied in any form or matter whatsoever, nor are they to be assigned to any third party without the express written I PIPE PENETRATING I I TOP PLATE I I I I HEADER - TOENAIL AT EACH SEE DRAWINGS SIDE: 2-IGd (4)-I4d NAILS E I I I I TOP PLATE SPLICE AT WALL INTERSECTION WOOD FRAMED POST - FULL HEIGHT KI NOTE: SEE DRAWINGS AT EACH SIDE * REFER TO DWGS FOR NUMBER OF IGd NAILS REQUIRED - 8-I4d THIS DETAIL MAY ALSO BE MIN. PER CBC. USED AT SOLE PLATE SPLICE PROVIDE FULL CONDITIONS. DITHAIL ABOVE APPLIES TO ALL EXTERIOR WALLS AND ALL GRID LINES UNDER BEAM - C. HEADER CONTINUOUS OVER POST A. SIDE BEAM SEE NGSTUD OF BEAM BEARING SEE DWGS Frank M Glazewski architect structural design PO Box 8066 Chico, California 95927 530.894.5001 fax 530.894.8164 frank@ fmgarchi tett. co m n -r---- - ---------------- i DWGS HEADER TIGHT TO TOP IE, WHERE OCCURING KINGSTUD HEADER IS NOT FLUSH TO TOP PLATE 15 PEN TR,4TION IN TOP PL,4T 12 TOP PLATE SPLICE DETAIL C. BEAM INTO WALL TOP FLUSH WITH TOP OF WALL FASTEN SINGLE KINGSTUD TO FACENAIL AT EACH HEADER WITH (G)-IGd NAILS 5-1.2 REV: II -II -II STRAPPING -045_A SCALE: I -I/2" = I' -O" S-1.2 REV: 04-22-05 TYPICAL FRAMING -001_A SCALE: NONE STUD: 2-I4d HEADER FACENAIL - 4-IGd *END LENGTH *END LENGTH STRAP - SEE DWGS WHERE KINGSTUD IS DOUBLED, CSIG IF NOT NOTED ADD (G)-IGd NAILS THROUGH NOTE: SECOND KINGSTUD HEADER MAY BE _ 2-I4d FRAMED TIGHT TO TOP ie TOENAIL AT EACH SIDE FASTEN KINGSTUDS WITH 2 x 4 BLOCKS AT OF HEADER: 2-11.d IGd NAILS AT 16" O/C, TYP. TRIMMER - �_ _-' � 24" /C SIMPSON DTC (4)-IGd NAILS EA, SIDE BEAM SEE DRAWINGS - SIMPSON HANGER AT CLIP AT EACH SEE DWGS HEADER SPAN) G FEET BEAM TO BEAM - SIM ON DTC 1—TRUSS BC HEADER - DOUBLE KINSTUD - MIN. 2-2x KINGSTUD REQUIRED. SEE DRAWINGS CLI AT EACHFULL HEIGHT KINGSTUD BLOC K SEE DRAWINGS SEE DRAWINGS AT EACH SIDE OF BEAM TRIMMER - PROVIDE FULL BEARING PERN "# SEE DRAWINGS UNDER BEAM - SEE DWGS I BUTTE COUNTY DEVELOPMENT SERVICES f i REVIEWED FOR NOTE: - NOTE: CODE COMPLIANCE I FASTEN SINGLE KINGSTUD TO REFER TO DETAIL 01/S-4.1 HEADER WITH (4)-IGd NAILS— FASTENERS AILS he IN ORDER TO INSTALL ALL FOR STRAP INSTALLATIONi'j—_'�_ HEADER DATE !/ gYj FASTENERS FOR BEAM HANGER, I PREDRILL ANY HOLES FOR \I TRUSS BC - BRACED PERS NAILS WHICH MAY CONFLICT B. HEADER SPLIT AT KINGSTUD B. BEAM INTO WALL - TOP FLUSH WITH TOP OF WALL I WITH BC6 CONNECTOR TRUSS MFR. WHERE KINGSTUD IS DOUBLED, SPECIFICATIONS ADD (4)-I4d NAILS THROUGH 2-I4d SECOND KINGSTUD PLAN VIEW * END LENGTH * END LENGTH FACENAIL - 2-IGd FASTEN KINGSTUDS WITH—TRIMMER FACENAIL - -4-14dSEDRAWINGS -ILd STRAP - SEE DWGS - IGd NAILS AT IG" O/C, TYP. - CSIG IF NOT NOTED WALL PARALLEL TO TRUSSES WALL PERPENDICULAR TO TRUSSES r _ TYPICAL CONDITION HEADER SPAN ( OR = G FEET --1(2)-14d APPROVED BCG CONNECTOR i APPROVED POWDER DRIVEN TOENAIL AT EACH SIDE ANCHORS. OF HEADER: 2-I4d /°\ I PDPWL-300MG AT 24' 0/C MAX. TRIMMER - \ I APPROVAL: ESR -2138 (2)-IGd SEE DRAWINGS HILTI: X -CP 12 P8 AT 32' 0/C MAX. SILL NAILING - APPROVAL: ESR -2319 IGd AT IG" O/C KINGSTUD r --i BEAM - HEADER - SINGLE KINGSTUD - BEAM - KINGSTUD - SEE DWGS SEE DRAWINGS SEE DRAWINGS SEE DRAWINGS SEE DRAWINGS `v SEE SEE DRAWINGS DRAWINGS 2-I4d NAILS INTO Q G x G POST EACH KINGSTUD � ` NOTE: FROM SILL SLAB FLOORCd O 4..1 OI WOOD FLOOR 0 REFER TO DETAIL 01/5-4.I 0O NOTE: n, FOR STRAP INSTALLATION SIDE VIEW DETAILS APPLY TO INTERIOR, NON-BA. BEAM TO WALL RG, NON-SHEARWALL CONDITIONS A. HEADER SPLIT AT KINGSTUD µ �L/• 14 002 CONNECTION AT SILL OO2 °=�(�G DETAIL WALL ATTACHMENT DETAILS osFRAMING DETAILS FRAMING DETAILS rO 2 TYPICAL KINGSTUD DETAILS� � °' �� o U 0� 5-1.2 REV: 03-22-15 TYPICAL FRAMING_016_A SCALE: I" = I' -O" S-1.2 REV: 04-30-13 TYPICAL FRAMING -011_A SCALE: N/A S-1.2 REV: 02-01-14 TYPICAL FRAMING -002-A SCALE: NONES-1.2 REV: 02-0I-14 TYPICAL FRAMING -002_A SCALE: NONE S-1.2 REV: 04-20-14 TYPICAL FRAMING -004_A SCALE: I" = 1'-0 0 Ln 4-4 TRUSSES TYPICAL FRAMING NOTES � Cd A.B. SPACING NOTED ON DWGS FOR SW ATOP ie BEAM - TOP E CUT REFER TO WALL FRAMING NOTES ON SHEARWALL 4- ) SHEARWALL WHERE NOTED ON DWGS, (8)-I4d NAILS AT r ^ PROVIDE ADDITIONAL EACH SIDE OF SPLICE "I; I; �• `�_- � _-�-- - __--_-_ - ---�_ _-� GIRDER TRUSS OR PLAN. 12" MAX. JOINT IN MUDSILL, STUD UNDER TRUSSES UNLESS OTHERWISE NOTED BEAM ATOP e P - SEE PLAN TRIMMERS: WHERE OCCURING2-2 x TOP THAT OCCUR OFF LAYOUT ON STRUCTURAL PLANS FOR SIZE. CSIG MIN. MINIMUM (U 2 x -EXCEPT WHERE OPENING WIDTH EXCEEDS SSTB 4'-0", USE MINIMUM (2)2x TRIMMERS UNLESS ANCHOR SSTB ANCHOR OTHERWISE NOTED ON DRAWINGS. _ _ TRIMMERS TO MATCH WALL FRAMING WIDTH. KINGSTUDS: MINIMUM (1) 2 x - EXCEPT WHERE OPENING WIDTH EXCEEDS G' -O", USE MINIMUM (2)2x KINGSTUDS UNLESSQ O i i OTHERWISE NOTED ON DRAWINGS.r PF( VIDE FLLL NI i r / B UNDER MINIMUM 2-2x KINGSTUDS AT HOEDOWN LOCATIONS C C. LOA—HEADER INSTALLED KINGSTUDS TO MATCH WALL FRAMING WIDTH.BlLpC I G AT FR M ABO HORIZONTAL TIGHT TO TOP PLATE V J WHERE HEIGHT OF WALL FRAMING EXCEEDS 4" MIN. 12" MAX. 12" MAX. Plr �WO JOINTS �` PO - FULLS G TO +9'-3/4", USE MINIMUM (2)2x KINGSTUDS REGARDLESS MIN (2)-2 x KINGSTUD FO DATIONOF OPENING WIDTH. X " ` T ICAL E S WHERE HO OCCURS N ADJACENT TO DOOR/ REFER TO DRAWINGS FOR MORE STRINGENT WINDOW `� D S FOR SIZE MI I UM lD-2 x � MINIMUM (2> BOLTS ; i � \ ' ' A SW - R ER O KINGSTUD E CEPT A REQUIREMENTS, WHERE OCCURING. iv PER PIECE OF I , HERE HD'S ATTACH TO MULTIPLE STUDS, NOTE: MUDSILL ' TYPICAL OTHERWISE NOTED 0THI STAGGER PLYWOOD EDGE NAILING TO ALL ------ ! i �� i S ARPLY WH_RE OPENING D TAIL AND THE DR WINGS MEMBERS UNLESS OTHERWISE NOTED ON INSTALL 1/2" DIA. x 10" ANCHOR BOLTS AT 12" O/C I O URING. DRAWINGS. --------TYPICAL UNLESS OTHERWISE NOTED. 0(2) 2 x SILL 2 ): TRIMME -SEE REFER TO SHEAR TRANSFER DETAILS ON SHEET REFER TO PLANS FOR A B SPACING AT SHEARWALLS PLYWOODT PL6N FOR HER S-G.I FOR ADDITIONAL INFORMATION NOT NOTED � II \\ EN STUDS T C consent of flank M Ulazewski Architect, FREVISIONS BY CHECK 11 Li 19 HERE d) WHERE SPACING IS NOTED, NOTED SPACING APPLIES - ONLY AT SHEARWALL, REMAINDER OF WALL MAY HAVE FOR BEAM TO WALL CONNECTION, REFER A.B.'S AT 12" O/C TYPICAL U.O.N. I I H DOWN ASR D TO DETAIL IS/S-1.2 r II SEE DRAWI S EACH PIECE OF MUDSILL MUST HAVE AT LEAST (2) ; ; ; �\ FOR TYPICAL TOP PLATE SPLICE DETAILING, ANCHOR BOLTS. ANCHOR BOLTS MUST BE INSTALLED I Ix CRIPPLE DER REFER TO DETAIL 12/S-1.2 WITHIN 12" OF EACH END OF EACH PIECE. " ; ` CH END 0 ILL FOR KINGSTUD TO HEADER ATTACHMENT, WHERE MUDSILL IS NOTCHED MORE THAN 1/2 OF ITS I ; `� REFER TO DETAIL(S): 02/S-1.2 q WIDTH, PROVIDE ADDITIONAL BOLT AT EACH SIDE REFER TO NOTES ON SHEET S -LI AND OF NOTCH SIMILAR TO CONDITION AT JOINT SHOWN NAILING SCHEDULE ON SHEET S-I.I FOR II M ABOVE. 'r ADDITIONAL INFORMATION NOT NOTED a HREFER TO ANCHOR BOLTS NOTES ON SHEET S-1.1------ HERE. FOR ADDITIONAL INFORMATION. FADERS MAY r ....... e ..... ...... ,. ..... ., .., . :, .., i., ., .. ,: > >., ,..... ,> ,...... _ PLATE OR TCRIPPLES O AT ........ , , ..... .. .. , .... p.. fl., .... a ..,.... ,. 2 x AND 2 x 8 WALLSCENTERLINE< s fi __ ., ._ � �. ,. Ox x, x. . oATE AS REQUIRE � ....... r.,.... , . .x, _ D. SEE DRAWINGS. " / .. .., ._ „ _ NGS. BOLTS SHALL BE LOCATED NO MORE > _... _ _ . THAN 13/4 I I � .... .. r r UNLESS OTHERWISE NOTED AND DETAILED ON FROM EDGE OF FRAMING TO RECEIVE SHEARPLY. ) I 1 I I O I - ° •::.. > r` I / I /` I I o I � �. _ a,,,,'.` 'DRAWINGS, PLYWOOD SHEARWALL SHALL START REFER TO PON PLAN FOR ANCHOR BOLT SPACING FROM, AND FASTEN TO THE PT MUDSILL u 4 SW -SEE PLAN FOR LENGTH AT SHEARWALLS 13 ANCHOR BOLT PLACEMENT DETAILS o-1 TYPICAL WALL FRAMING — SLAB FLOOR — ONE STORY 001 S-1.2 REV: 10-03-16 TYPICAL FRAMING -009_A SCALE: NONE S-1.2 REV: 03-11-11 TYPICAL FRAMING -005_A SCALE: NONE REVISION DATE: 03-29-11 DRAWN F.G. CHECKED F.G. DATE JAN 2011 SCALE NOTED JOB NO. IG -OS 8 SHEET S-1,02 OF SHEETS NOTE: *(XX) -14d ON BOTH SIDES OF BUTT SPLICES IN DOUBLE TOP PLATE THIS DETAIL APPLIES TO A TYPICAL NON- ENGINEERED WALL LINE CONTRUCTED PER IGd NAILS TOP PLATE THE PRESCRIPTIVE DESIGN CRITERIA SET FORTH BY THE UNIFORM BUILDING CODE. AT IG" O/C 4'-0" MIN. NOTE: CONTRACTOR SHALL NOTIFY ARCHITECT OF 2-14d DOUBLE TOP REFER TO DRAWINGS FOR SPECIAL KINGSTUDS. REFER TO DETAIL Ol/S-1.2 FOR TYPICAL WALL FRAMING AND KINGSTUD NOTES. RECORD PRIOR TO NOTCHING OR DRILLING ANY TOP PLATE AT A STRUCTURAL WALL LINE. /-2-14d PLATE SPLICE ALL HOEDOWNS SHALL HAVE MINIMUM (2)2x KINGSTUD, THICKNESS TO MATCH WALL THICKNESS. NOTE: THESE DETAILS SHALL APPLY, EXCEPT WHERE MORE STRINGENT INFORMATION IS INDICATED ON DRAWINGS. BUTT SPLICE STANDARD NAILING NOT SHOWN FOR CLARITY. REFER TO NAILING FASTEN TRIMMER TO KINGSTUDS WITH IGd NAILS SCHEDULE ON SHEET S-1.1AT IG" O/C, TYPICAL UNLESS OTHERWISE NOTED. TOP PLATE (4)-I4d NAILS EA. SIDE I/8" MIN x I -I/2" STRAP Ti WITH MINIMUM 4-I4d NAILS TYPICAL TOP PLATE BUTT SPLICE BEAM - SEE DWGS AT EACH SIDE OF PENET. i 13r 13/," FULL HEIGHT KINGSTUD NAIL TOP 1e'S TOGETHER I I TYP. *(XX) -14d ON BOTH SIDES OF AT EACH SIDE OF BEAM WITH IGd NAILS AT IG" O/C, TYPICAL WALL INTERSECTIONS I 2-I4d NAILS INTO { } { -{- I I } } IGd NAILS 4'-0" MIN. PROVIDE FULL BEARING UNDER BEAM - SEE DWGS EACH KINGSTUD I IAT 10 O/C PROVIDE ADDITIONAL I NAILS THROUGH TOP IE I I I 2-ILd /-2-14dd I j D. BEAM INTO WALL - BELOW PLATE LINE I I I I PIPE PENETRATING I I TOP PLATE I I I I HEADER - TOENAIL AT EACH SEE DRAWINGS SIDE: 2-IGd (4)-I4d NAILS E I I I I TOP PLATE SPLICE AT WALL INTERSECTION WOOD FRAMED POST - FULL HEIGHT KI NOTE: SEE DRAWINGS AT EACH SIDE * REFER TO DWGS FOR NUMBER OF IGd NAILS REQUIRED - 8-I4d THIS DETAIL MAY ALSO BE MIN. PER CBC. USED AT SOLE PLATE SPLICE PROVIDE FULL CONDITIONS. DITHAIL ABOVE APPLIES TO ALL EXTERIOR WALLS AND ALL GRID LINES UNDER BEAM - C. HEADER CONTINUOUS OVER POST A. SIDE BEAM SEE NGSTUD OF BEAM BEARING SEE DWGS Frank M Glazewski architect structural design PO Box 8066 Chico, California 95927 530.894.5001 fax 530.894.8164 frank@ fmgarchi tett. co m n -r---- - ---------------- i DWGS HEADER TIGHT TO TOP IE, WHERE OCCURING KINGSTUD HEADER IS NOT FLUSH TO TOP PLATE 15 PEN TR,4TION IN TOP PL,4T 12 TOP PLATE SPLICE DETAIL C. BEAM INTO WALL TOP FLUSH WITH TOP OF WALL FASTEN SINGLE KINGSTUD TO FACENAIL AT EACH HEADER WITH (G)-IGd NAILS 5-1.2 REV: II -II -II STRAPPING -045_A SCALE: I -I/2" = I' -O" S-1.2 REV: 04-22-05 TYPICAL FRAMING -001_A SCALE: NONE STUD: 2-I4d HEADER FACENAIL - 4-IGd *END LENGTH *END LENGTH STRAP - SEE DWGS WHERE KINGSTUD IS DOUBLED, CSIG IF NOT NOTED ADD (G)-IGd NAILS THROUGH NOTE: SECOND KINGSTUD HEADER MAY BE _ 2-I4d FRAMED TIGHT TO TOP ie TOENAIL AT EACH SIDE FASTEN KINGSTUDS WITH 2 x 4 BLOCKS AT OF HEADER: 2-11.d IGd NAILS AT 16" O/C, TYP. TRIMMER - �_ _-' � 24" /C SIMPSON DTC (4)-IGd NAILS EA, SIDE BEAM SEE DRAWINGS - SIMPSON HANGER AT CLIP AT EACH SEE DWGS HEADER SPAN) G FEET BEAM TO BEAM - SIM ON DTC 1—TRUSS BC HEADER - DOUBLE KINSTUD - MIN. 2-2x KINGSTUD REQUIRED. SEE DRAWINGS CLI AT EACHFULL HEIGHT KINGSTUD BLOC K SEE DRAWINGS SEE DRAWINGS AT EACH SIDE OF BEAM TRIMMER - PROVIDE FULL BEARING PERN "# SEE DRAWINGS UNDER BEAM - SEE DWGS I BUTTE COUNTY DEVELOPMENT SERVICES f i REVIEWED FOR NOTE: - NOTE: CODE COMPLIANCE I FASTEN SINGLE KINGSTUD TO REFER TO DETAIL 01/S-4.1 HEADER WITH (4)-IGd NAILS— FASTENERS AILS he IN ORDER TO INSTALL ALL FOR STRAP INSTALLATIONi'j—_'�_ HEADER DATE !/ gYj FASTENERS FOR BEAM HANGER, I PREDRILL ANY HOLES FOR \I TRUSS BC - BRACED PERS NAILS WHICH MAY CONFLICT B. HEADER SPLIT AT KINGSTUD B. BEAM INTO WALL - TOP FLUSH WITH TOP OF WALL I WITH BC6 CONNECTOR TRUSS MFR. WHERE KINGSTUD IS DOUBLED, SPECIFICATIONS ADD (4)-I4d NAILS THROUGH 2-I4d SECOND KINGSTUD PLAN VIEW * END LENGTH * END LENGTH FACENAIL - 2-IGd FASTEN KINGSTUDS WITH—TRIMMER FACENAIL - -4-14dSEDRAWINGS -ILd STRAP - SEE DWGS - IGd NAILS AT IG" O/C, TYP. - CSIG IF NOT NOTED WALL PARALLEL TO TRUSSES WALL PERPENDICULAR TO TRUSSES r _ TYPICAL CONDITION HEADER SPAN ( OR = G FEET --1(2)-14d APPROVED BCG CONNECTOR i APPROVED POWDER DRIVEN TOENAIL AT EACH SIDE ANCHORS. OF HEADER: 2-I4d /°\ I PDPWL-300MG AT 24' 0/C MAX. TRIMMER - \ I APPROVAL: ESR -2138 (2)-IGd SEE DRAWINGS HILTI: X -CP 12 P8 AT 32' 0/C MAX. SILL NAILING - APPROVAL: ESR -2319 IGd AT IG" O/C KINGSTUD r --i BEAM - HEADER - SINGLE KINGSTUD - BEAM - KINGSTUD - SEE DWGS SEE DRAWINGS SEE DRAWINGS SEE DRAWINGS SEE DRAWINGS `v SEE SEE DRAWINGS DRAWINGS 2-I4d NAILS INTO Q G x G POST EACH KINGSTUD � ` NOTE: FROM SILL SLAB FLOORCd O 4..1 OI WOOD FLOOR 0 REFER TO DETAIL 01/5-4.I 0O NOTE: n, FOR STRAP INSTALLATION SIDE VIEW DETAILS APPLY TO INTERIOR, NON-BA. BEAM TO WALL RG, NON-SHEARWALL CONDITIONS A. HEADER SPLIT AT KINGSTUD µ �L/• 14 002 CONNECTION AT SILL OO2 °=�(�G DETAIL WALL ATTACHMENT DETAILS osFRAMING DETAILS FRAMING DETAILS rO 2 TYPICAL KINGSTUD DETAILS� � °' �� o U 0� 5-1.2 REV: 03-22-15 TYPICAL FRAMING_016_A SCALE: I" = I' -O" S-1.2 REV: 04-30-13 TYPICAL FRAMING -011_A SCALE: N/A S-1.2 REV: 02-01-14 TYPICAL FRAMING -002-A SCALE: NONES-1.2 REV: 02-0I-14 TYPICAL FRAMING -002_A SCALE: NONE S-1.2 REV: 04-20-14 TYPICAL FRAMING -004_A SCALE: I" = 1'-0 0 Ln 4-4 TRUSSES TYPICAL FRAMING NOTES � Cd A.B. SPACING NOTED ON DWGS FOR SW ATOP ie BEAM - TOP E CUT REFER TO WALL FRAMING NOTES ON SHEARWALL 4- ) SHEARWALL WHERE NOTED ON DWGS, (8)-I4d NAILS AT r ^ PROVIDE ADDITIONAL EACH SIDE OF SPLICE "I; I; �• `�_- � _-�-- - __--_-_ - ---�_ _-� GIRDER TRUSS OR PLAN. 12" MAX. JOINT IN MUDSILL, STUD UNDER TRUSSES UNLESS OTHERWISE NOTED BEAM ATOP e P - SEE PLAN TRIMMERS: WHERE OCCURING2-2 x TOP THAT OCCUR OFF LAYOUT ON STRUCTURAL PLANS FOR SIZE. CSIG MIN. MINIMUM (U 2 x -EXCEPT WHERE OPENING WIDTH EXCEEDS SSTB 4'-0", USE MINIMUM (2)2x TRIMMERS UNLESS ANCHOR SSTB ANCHOR OTHERWISE NOTED ON DRAWINGS. _ _ TRIMMERS TO MATCH WALL FRAMING WIDTH. KINGSTUDS: MINIMUM (1) 2 x - EXCEPT WHERE OPENING WIDTH EXCEEDS G' -O", USE MINIMUM (2)2x KINGSTUDS UNLESSQ O i i OTHERWISE NOTED ON DRAWINGS.r PF( VIDE FLLL NI i r / B UNDER MINIMUM 2-2x KINGSTUDS AT HOEDOWN LOCATIONS C C. LOA—HEADER INSTALLED KINGSTUDS TO MATCH WALL FRAMING WIDTH.BlLpC I G AT FR M ABO HORIZONTAL TIGHT TO TOP PLATE V J WHERE HEIGHT OF WALL FRAMING EXCEEDS 4" MIN. 12" MAX. 12" MAX. Plr �WO JOINTS �` PO - FULLS G TO +9'-3/4", USE MINIMUM (2)2x KINGSTUDS REGARDLESS MIN (2)-2 x KINGSTUD FO DATIONOF OPENING WIDTH. X " ` T ICAL E S WHERE HO OCCURS N ADJACENT TO DOOR/ REFER TO DRAWINGS FOR MORE STRINGENT WINDOW `� D S FOR SIZE MI I UM lD-2 x � MINIMUM (2> BOLTS ; i � \ ' ' A SW - R ER O KINGSTUD E CEPT A REQUIREMENTS, WHERE OCCURING. iv PER PIECE OF I , HERE HD'S ATTACH TO MULTIPLE STUDS, NOTE: MUDSILL ' TYPICAL OTHERWISE NOTED 0THI STAGGER PLYWOOD EDGE NAILING TO ALL ------ ! i �� i S ARPLY WH_RE OPENING D TAIL AND THE DR WINGS MEMBERS UNLESS OTHERWISE NOTED ON INSTALL 1/2" DIA. x 10" ANCHOR BOLTS AT 12" O/C I O URING. DRAWINGS. --------TYPICAL UNLESS OTHERWISE NOTED. 0(2) 2 x SILL 2 ): TRIMME -SEE REFER TO SHEAR TRANSFER DETAILS ON SHEET REFER TO PLANS FOR A B SPACING AT SHEARWALLS PLYWOODT PL6N FOR HER S-G.I FOR ADDITIONAL INFORMATION NOT NOTED � II \\ EN STUDS T C consent of flank M Ulazewski Architect, FREVISIONS BY CHECK 11 Li 19 HERE d) WHERE SPACING IS NOTED, NOTED SPACING APPLIES - ONLY AT SHEARWALL, REMAINDER OF WALL MAY HAVE FOR BEAM TO WALL CONNECTION, REFER A.B.'S AT 12" O/C TYPICAL U.O.N. I I H DOWN ASR D TO DETAIL IS/S-1.2 r II SEE DRAWI S EACH PIECE OF MUDSILL MUST HAVE AT LEAST (2) ; ; ; �\ FOR TYPICAL TOP PLATE SPLICE DETAILING, ANCHOR BOLTS. ANCHOR BOLTS MUST BE INSTALLED I Ix CRIPPLE DER REFER TO DETAIL 12/S-1.2 WITHIN 12" OF EACH END OF EACH PIECE. " ; ` CH END 0 ILL FOR KINGSTUD TO HEADER ATTACHMENT, WHERE MUDSILL IS NOTCHED MORE THAN 1/2 OF ITS I ; `� REFER TO DETAIL(S): 02/S-1.2 q WIDTH, PROVIDE ADDITIONAL BOLT AT EACH SIDE REFER TO NOTES ON SHEET S -LI AND OF NOTCH SIMILAR TO CONDITION AT JOINT SHOWN NAILING SCHEDULE ON SHEET S-I.I FOR II M ABOVE. 'r ADDITIONAL INFORMATION NOT NOTED a HREFER TO ANCHOR BOLTS NOTES ON SHEET S-1.1------ HERE. FOR ADDITIONAL INFORMATION. FADERS MAY r ....... e ..... ...... ,. ..... ., .., . :, .., i., ., .. ,: > >., ,..... ,> ,...... _ PLATE OR TCRIPPLES O AT ........ , , ..... .. .. , .... p.. fl., .... a ..,.... ,. 2 x AND 2 x 8 WALLSCENTERLINE< s fi __ ., ._ � �. ,. Ox x, x. . oATE AS REQUIRE � ....... r.,.... , . .x, _ D. SEE DRAWINGS. " / .. .., ._ „ _ NGS. BOLTS SHALL BE LOCATED NO MORE > _... _ _ . THAN 13/4 I I � .... .. r r UNLESS OTHERWISE NOTED AND DETAILED ON FROM EDGE OF FRAMING TO RECEIVE SHEARPLY. ) I 1 I I O I - ° •::.. > r` I / I /` I I o I � �. _ a,,,,'.` 'DRAWINGS, PLYWOOD SHEARWALL SHALL START REFER TO PON PLAN FOR ANCHOR BOLT SPACING FROM, AND FASTEN TO THE PT MUDSILL u 4 SW -SEE PLAN FOR LENGTH AT SHEARWALLS 13 ANCHOR BOLT PLACEMENT DETAILS o-1 TYPICAL WALL FRAMING — SLAB FLOOR — ONE STORY 001 S-1.2 REV: 10-03-16 TYPICAL FRAMING -009_A SCALE: NONE S-1.2 REV: 03-11-11 TYPICAL FRAMING -005_A SCALE: NONE REVISION DATE: 03-29-11 DRAWN F.G. CHECKED F.G. DATE JAN 2011 SCALE NOTED JOB NO. IG -OS 8 SHEET S-1,02 OF SHEETS i DWGS HEADER TIGHT TO TOP IE, WHERE OCCURING KINGSTUD HEADER IS NOT FLUSH TO TOP PLATE 15 PEN TR,4TION IN TOP PL,4T 12 TOP PLATE SPLICE DETAIL C. BEAM INTO WALL TOP FLUSH WITH TOP OF WALL FASTEN SINGLE KINGSTUD TO FACENAIL AT EACH HEADER WITH (G)-IGd NAILS 5-1.2 REV: II -II -II STRAPPING -045_A SCALE: I -I/2" = I' -O" S-1.2 REV: 04-22-05 TYPICAL FRAMING -001_A SCALE: NONE STUD: 2-I4d HEADER FACENAIL - 4-IGd *END LENGTH *END LENGTH STRAP - SEE DWGS WHERE KINGSTUD IS DOUBLED, CSIG IF NOT NOTED ADD (G)-IGd NAILS THROUGH NOTE: SECOND KINGSTUD HEADER MAY BE _ 2-I4d FRAMED TIGHT TO TOP ie TOENAIL AT EACH SIDE FASTEN KINGSTUDS WITH 2 x 4 BLOCKS AT OF HEADER: 2-11.d IGd NAILS AT 16" O/C, TYP. TRIMMER - �_ _-' � 24" /C SIMPSON DTC (4)-IGd NAILS EA, SIDE BEAM SEE DRAWINGS - SIMPSON HANGER AT CLIP AT EACH SEE DWGS HEADER SPAN) G FEET BEAM TO BEAM - SIM ON DTC 1—TRUSS BC HEADER - DOUBLE KINSTUD - MIN. 2-2x KINGSTUD REQUIRED. SEE DRAWINGS CLI AT EACHFULL HEIGHT KINGSTUD BLOC K SEE DRAWINGS SEE DRAWINGS AT EACH SIDE OF BEAM TRIMMER - PROVIDE FULL BEARING PERN "# SEE DRAWINGS UNDER BEAM - SEE DWGS I BUTTE COUNTY DEVELOPMENT SERVICES f i REVIEWED FOR NOTE: - NOTE: CODE COMPLIANCE I FASTEN SINGLE KINGSTUD TO REFER TO DETAIL 01/S-4.1 HEADER WITH (4)-IGd NAILS— FASTENERS AILS he IN ORDER TO INSTALL ALL FOR STRAP INSTALLATIONi'j—_'�_ HEADER DATE !/ gYj FASTENERS FOR BEAM HANGER, I PREDRILL ANY HOLES FOR \I TRUSS BC - BRACED PERS NAILS WHICH MAY CONFLICT B. HEADER SPLIT AT KINGSTUD B. BEAM INTO WALL - TOP FLUSH WITH TOP OF WALL I WITH BC6 CONNECTOR TRUSS MFR. WHERE KINGSTUD IS DOUBLED, SPECIFICATIONS ADD (4)-I4d NAILS THROUGH 2-I4d SECOND KINGSTUD PLAN VIEW * END LENGTH * END LENGTH FACENAIL - 2-IGd FASTEN KINGSTUDS WITH—TRIMMER FACENAIL - -4-14dSEDRAWINGS -ILd STRAP - SEE DWGS - IGd NAILS AT IG" O/C, TYP. - CSIG IF NOT NOTED WALL PARALLEL TO TRUSSES WALL PERPENDICULAR TO TRUSSES r _ TYPICAL CONDITION HEADER SPAN ( OR = G FEET --1(2)-14d APPROVED BCG CONNECTOR i APPROVED POWDER DRIVEN TOENAIL AT EACH SIDE ANCHORS. OF HEADER: 2-I4d /°\ I PDPWL-300MG AT 24' 0/C MAX. TRIMMER - \ I APPROVAL: ESR -2138 (2)-IGd SEE DRAWINGS HILTI: X -CP 12 P8 AT 32' 0/C MAX. SILL NAILING - APPROVAL: ESR -2319 IGd AT IG" O/C KINGSTUD r --i BEAM - HEADER - SINGLE KINGSTUD - BEAM - KINGSTUD - SEE DWGS SEE DRAWINGS SEE DRAWINGS SEE DRAWINGS SEE DRAWINGS `v SEE SEE DRAWINGS DRAWINGS 2-I4d NAILS INTO Q G x G POST EACH KINGSTUD � ` NOTE: FROM SILL SLAB FLOORCd O 4..1 OI WOOD FLOOR 0 REFER TO DETAIL 01/5-4.I 0O NOTE: n, FOR STRAP INSTALLATION SIDE VIEW DETAILS APPLY TO INTERIOR, NON-BA. BEAM TO WALL RG, NON-SHEARWALL CONDITIONS A. HEADER SPLIT AT KINGSTUD µ �L/• 14 002 CONNECTION AT SILL OO2 °=�(�G DETAIL WALL ATTACHMENT DETAILS osFRAMING DETAILS FRAMING DETAILS rO 2 TYPICAL KINGSTUD DETAILS� � °' �� o U 0� 5-1.2 REV: 03-22-15 TYPICAL FRAMING_016_A SCALE: I" = I' -O" S-1.2 REV: 04-30-13 TYPICAL FRAMING -011_A SCALE: N/A S-1.2 REV: 02-01-14 TYPICAL FRAMING -002-A SCALE: NONES-1.2 REV: 02-0I-14 TYPICAL FRAMING -002_A SCALE: NONE S-1.2 REV: 04-20-14 TYPICAL FRAMING -004_A SCALE: I" = 1'-0 0 Ln 4-4 TRUSSES TYPICAL FRAMING NOTES � Cd A.B. SPACING NOTED ON DWGS FOR SW ATOP ie BEAM - TOP E CUT REFER TO WALL FRAMING NOTES ON SHEARWALL 4- ) SHEARWALL WHERE NOTED ON DWGS, (8)-I4d NAILS AT r ^ PROVIDE ADDITIONAL EACH SIDE OF SPLICE "I; I; �• `�_- � _-�-- - __--_-_ - ---�_ _-� GIRDER TRUSS OR PLAN. 12" MAX. JOINT IN MUDSILL, STUD UNDER TRUSSES UNLESS OTHERWISE NOTED BEAM ATOP e P - SEE PLAN TRIMMERS: WHERE OCCURING2-2 x TOP THAT OCCUR OFF LAYOUT ON STRUCTURAL PLANS FOR SIZE. CSIG MIN. MINIMUM (U 2 x -EXCEPT WHERE OPENING WIDTH EXCEEDS SSTB 4'-0", USE MINIMUM (2)2x TRIMMERS UNLESS ANCHOR SSTB ANCHOR OTHERWISE NOTED ON DRAWINGS. _ _ TRIMMERS TO MATCH WALL FRAMING WIDTH. KINGSTUDS: MINIMUM (1) 2 x - EXCEPT WHERE OPENING WIDTH EXCEEDS G' -O", USE MINIMUM (2)2x KINGSTUDS UNLESSQ O i i OTHERWISE NOTED ON DRAWINGS.r PF( VIDE FLLL NI i r / B UNDER MINIMUM 2-2x KINGSTUDS AT HOEDOWN LOCATIONS C C. LOA—HEADER INSTALLED KINGSTUDS TO MATCH WALL FRAMING WIDTH.BlLpC I G AT FR M ABO HORIZONTAL TIGHT TO TOP PLATE V J WHERE HEIGHT OF WALL FRAMING EXCEEDS 4" MIN. 12" MAX. 12" MAX. Plr �WO JOINTS �` PO - FULLS G TO +9'-3/4", USE MINIMUM (2)2x KINGSTUDS REGARDLESS MIN (2)-2 x KINGSTUD FO DATIONOF OPENING WIDTH. X " ` T ICAL E S WHERE HO OCCURS N ADJACENT TO DOOR/ REFER TO DRAWINGS FOR MORE STRINGENT WINDOW `� D S FOR SIZE MI I UM lD-2 x � MINIMUM (2> BOLTS ; i � \ ' ' A SW - R ER O KINGSTUD E CEPT A REQUIREMENTS, WHERE OCCURING. iv PER PIECE OF I , HERE HD'S ATTACH TO MULTIPLE STUDS, NOTE: MUDSILL ' TYPICAL OTHERWISE NOTED 0THI STAGGER PLYWOOD EDGE NAILING TO ALL ------ ! i �� i S ARPLY WH_RE OPENING D TAIL AND THE DR WINGS MEMBERS UNLESS OTHERWISE NOTED ON INSTALL 1/2" DIA. x 10" ANCHOR BOLTS AT 12" O/C I O URING. DRAWINGS. --------TYPICAL UNLESS OTHERWISE NOTED. 0(2) 2 x SILL 2 ): TRIMME -SEE REFER TO SHEAR TRANSFER DETAILS ON SHEET REFER TO PLANS FOR A B SPACING AT SHEARWALLS PLYWOODT PL6N FOR HER S-G.I FOR ADDITIONAL INFORMATION NOT NOTED � II \\ EN STUDS T C consent of flank M Ulazewski Architect, FREVISIONS BY CHECK 11 Li 19 HERE d) WHERE SPACING IS NOTED, NOTED SPACING APPLIES - ONLY AT SHEARWALL, REMAINDER OF WALL MAY HAVE FOR BEAM TO WALL CONNECTION, REFER A.B.'S AT 12" O/C TYPICAL U.O.N. I I H DOWN ASR D TO DETAIL IS/S-1.2 r II SEE DRAWI S EACH PIECE OF MUDSILL MUST HAVE AT LEAST (2) ; ; ; �\ FOR TYPICAL TOP PLATE SPLICE DETAILING, ANCHOR BOLTS. ANCHOR BOLTS MUST BE INSTALLED I Ix CRIPPLE DER REFER TO DETAIL 12/S-1.2 WITHIN 12" OF EACH END OF EACH PIECE. " ; ` CH END 0 ILL FOR KINGSTUD TO HEADER ATTACHMENT, WHERE MUDSILL IS NOTCHED MORE THAN 1/2 OF ITS I ; `� REFER TO DETAIL(S): 02/S-1.2 q WIDTH, PROVIDE ADDITIONAL BOLT AT EACH SIDE REFER TO NOTES ON SHEET S -LI AND OF NOTCH SIMILAR TO CONDITION AT JOINT SHOWN NAILING SCHEDULE ON SHEET S-I.I FOR II M ABOVE. 'r ADDITIONAL INFORMATION NOT NOTED a HREFER TO ANCHOR BOLTS NOTES ON SHEET S-1.1------ HERE. FOR ADDITIONAL INFORMATION. FADERS MAY r ....... e ..... ...... ,. ..... ., .., . :, .., i., ., .. ,: > >., ,..... ,> ,...... _ PLATE OR TCRIPPLES O AT ........ , , ..... .. .. , .... p.. fl., .... a ..,.... ,. 2 x AND 2 x 8 WALLSCENTERLINE< s fi __ ., ._ � �. ,. Ox x, x. . oATE AS REQUIRE � ....... r.,.... , . .x, _ D. SEE DRAWINGS. " / .. .., ._ „ _ NGS. BOLTS SHALL BE LOCATED NO MORE > _... _ _ . THAN 13/4 I I � .... .. r r UNLESS OTHERWISE NOTED AND DETAILED ON FROM EDGE OF FRAMING TO RECEIVE SHEARPLY. ) I 1 I I O I - ° •::.. > r` I / I /` I I o I � �. _ a,,,,'.` 'DRAWINGS, PLYWOOD SHEARWALL SHALL START REFER TO PON PLAN FOR ANCHOR BOLT SPACING FROM, AND FASTEN TO THE PT MUDSILL u 4 SW -SEE PLAN FOR LENGTH AT SHEARWALLS 13 ANCHOR BOLT PLACEMENT DETAILS o-1 TYPICAL WALL FRAMING — SLAB FLOOR — ONE STORY 001 S-1.2 REV: 10-03-16 TYPICAL FRAMING -009_A SCALE: NONE S-1.2 REV: 03-11-11 TYPICAL FRAMING -005_A SCALE: NONE REVISION DATE: 03-29-11 DRAWN F.G. CHECKED F.G. DATE JAN 2011 SCALE NOTED JOB NO. IG -OS 8 SHEET S-1,02 OF SHEETS DRAWN F.G. CHECKED F.G. DATE JAN 2011 SCALE NOTED JOB NO. IG -OS 8 SHEET S-1,02 OF SHEETS am Whole -building ventilation requirements (From ASHRAE 62.2) AT LEAST ONE MECHANICAL VENTILATION SYSTEM IN THE BUILDING MUST BE DESIGNATED FOR USE IN COMPLIANCE WITH THE WHOLE -BUILDING VENTILATION REQUIREMENT. ALTERNATIVELY, THE SUM OF THE RATED AIRFLOWS FROM MULTIPLE FANS CAN BE UTILIZED TO MEET THE REQUIRED WHOLE -BUILDING VENTILATION AIRFLOW. THE SYSTEM(S) MUST DELIVER CONTINUOUS VENTILATION AIRFLOW AT A RATE GREATER THAN OR EQUAL TO THE RATE SPECIFIED IN EQUATION 4.1a, AND FAN SONE RATINGS MUST NOT EXCEED 1.0. FOR DWELLING OCCUPANT DENSITIES KNOWN TO BE GREATER THAN (N +b, THE RATE SHALL BE INCREASED BY 1.5CFM FOR EACH ADDITIONAL PERSON. (EQ. 4.Ia) Qfan = 0.03A floor + 1.5(Nbr + 1) WHERE: A floc. - CONDITIONED FLOOR AREA, FT2 Nbr = NUMBER OF BEDROOMS, NOT TO BE LESS THAN I Qfan = VENTILATION AIR REQUIREMENT - FAN FLOW RATE (CFM) EQ. 4.1 CALCULATION: A floor - 1596 SF Nb, - 0 Qfan = 48 CFM Local ventilation exhaust requirements (From ASHRAE 62.2) LOCAL MECHANICAL EXHAUST FANS SHALL BE INSTALLED IN EACH KITCHEN AND BATHROOM ACCORDING TO THE REQUIREMENTS OF ASHRAE 62.2. THE MINIMUM AIRFLOW RATES SHALL BE GREATER THAN OR EQUAL TO THE AMOUNT INDICATED IN TABLE 5.1 BELOW, AND FAN SONE RATINGS MUST NOT EXCEED B.C. Table 5.1 Demand -Controlled Local Ventilation Exhaust Airflow Rates APPLICATION AIRFLOW NOTES ENCLOSED 100 CFM VENTED RANGE HOOD KITCHEN 300 CFM/5 ACH* OTHER KITCHEN EXHAUST FANS, INCLUDING DOWNDRAFT NONENCLOSED 100 CFM VENTED RANGE HOOD KITCHEN 300 CFM OTHER KITCHEN EXHAUST FANS, INCLUDING DOWNDRAFT BATHROOM 50 CFM 100 *AIR CHANGES PER HOUR (ACH), WHICH IS DETERMINED BY MULTIPLYING THE VOLUME OF THE SPACE BY FIVE (5) ACH = CUBIC FEET PER HOUR, AND THEN DIVIDING BY LO MINUTES PER HOUR TO DETERMINE THE CUBIC FEET PER MINUTE (CFM) to VENTILATION REQUIREMENTS S-1.3 REV: 12-31-16 VENT -011_A SCALE: NONE CONTRACTION JOINT ALIGNED WITH EACH FACE OF RE-ENTRANT CORNER, TYPI- M Ulazewskl Architect expressly reserves common law co ht and other propertv n hts 1n these plans.These 'X' CONCRETE CONTRACTOR TO EFFECT SAWCUT CONTRACTION JOINTS IN ORDER TO LIMIT RANDOM, OUT -OF -JOINT FLOOR SLAB CRACKING. SAWCUTTING CONTRACTION JOINTS SHALL BE PERFORMED IN ACCORDANCE WITH ACI GUIDELINES. SAWCUT TO A DEPTH OF I INCH. SAWCUT CONTRACTION JOINTS SHALL BE CONTINUOUS ACROSS INTERSECTING JOINTS, AND NOT STAGGERED OR OFFSET. THE ASPECT RATIO OF THE SLAB PANELS AFTER SAW CUTTING SHALL NOT EXCEED 1.5 : I - A RATIO OF I : I IS PREFERRED. THE MAXIMUM DISTANCE 'X', BETWEEN SAWN JOINTS SHALL BE AS FOLLOWS: SLAB THICKNESS JOINT SPACING, 'X' 5" 15'-0" L" 18'-O" os SAWN CONTRACTION JOINTS S-1.3 REV: 04-20-14 CONCRETE_00-1-A SCALE: NONE IN ORDER TO COMPLY WITH THE PRESCRIPTIVE DUCT SIZING REQUIREMENTS OF ASHRAE 62.2, A VENTILATION FAN MUST BE SELECTED THAT IS RATED TO PROVIDE AT A MINIMUM, THE REQUIRED VENTILATION AIRFLOW AT 0.25 IN W.G. AND THE DUCTS MUST BE SIZED IN ACCORDANCE WITH THE SPECIFICATIONS GIVEN IN TABLE 1.1 BELOW. TABLE 5.3 Prescriptive duct sizing requirements (From ASHRAE 62.2) DUCT TYPE FLEX DUCT LAP LENGTH SMOOTH DUCT FAN RATING #3 16" #6 36" #9 80" #� 2,4" (CFM AT 0.25 50 80 100 125 50 80 100 125 IN W.G.) v U r oZ to cd w o S-1,03 MAXIMUM ALLOWABLE DUCT LENGTH (FT) DIAMETER, (IN.) FLEX DUCT SMOOTH DUCT 3 X X X X 5 X X X 4 56 4 X X 114 31 10 X 5 NL 81 42 IL NL 152 91 51 L NL NL 158 91 NL NL NL 168 LAND ABOVE NL NL NL NL NL NL NL NL THIS TABLE ASSUMES NO ELBOWS. DEDUCT 15 FEET OF ALLOWABLE DUCT LENGTH FOR EACH TURN, ELBOW. OR FITTING. INTERPOLATION AND EXTRAPOLATION IN TABLE 1.1 IS NOT ALLOWED. FOR FAN RATING VALUES NOT LISTED, USE THE NEXT HIGHER VALUE. THIS TABLE IS NOT APPLICABLE FOR FAN RATINGS ) 125 CFM. NL = NO LIMIT ON DUCT LENGTH OF THIS SIZE. X = NOT ALLOWED, ANY LENGTH OF DUCT WITH THIS SIZE WITH ASSUMED TURNS AND FITTINGS WILL EXCEED THE RATED PRESSURE DROP (0.25 IN W.G.) NOTE: WATER GAUGE (W.G.) IS THE SAME AS WATER COLUMN (W.C.) o, TABLE 1.1 DUCT SIZING 5-1.3 REV: 12-31-16 VENT -010_A SCALE: NONE MINIMUM BAR LAPS FOR REINFORCED STEEL CONCRETE STRENGTH: 3000 PSI OR LESS (STAGGER SPLICES) SIZE LAP LENGTH SIZE LAP LENGTH SIZE LAP LENGTH #3 16" #6 36" #9 80" #� 2,4" #1 .48" #10 101" #5 28" #8 63" all 12.4" MINIMUM BAR SPACING (INCLUDING LAPS): 2" CLR OR 1-1/2 x BAR DIA. 1.5 x LAP EQUALS 150% LAP LENGTH REQUIRED CONCRETE COVER FOR REINFORCING STEEL 'CLR' CAST AGAINST EARTH OR GRADE 3" EXPOSED TO EARTH (FORMED) OR WEATHER #5 AND SMALLER #6 AND LARGER 2" NOT EXPOSED TO EARTH OR WEATHER I" ALL REINFORCING BARS SHALL EXTEND AS FAR AS POSSIBLE AND END IN A STANDARD 900 OR 1800 HOOK UNLESS DETAILED OTHERWISE 06 TYPICAL REINFORCING DETAILS S-1.3 j REV: 05 -30 -II CONCRETE -006_A NOTE: REINFORCING STEEL SHALL BE LOCATED IN UPPER HALF OF SLAB AS SHOWN, REINFORCING STEEL TO BE HELD IN POSITION WITH CONCRETE "DOBIES", OR OTHER APPROVED METHOD. REINFORCING STEEL - SEE DRQ' "" 4" CONC VISQUEE 2" GRAN OVER VI MIN 4" r. or copied m any Corm or matter 1800 HOOK nor are they to be asst ed to anv third partv without the express writt( DIA. OR 4" MIN. STANDARD HOOKS AND BENDS COLUMN BAR OFFSET " 2-1/2" MIN 900 HOOK 12 DIA. OR L" MIN. R=3 DIA. FOR #3 TO #1 R=4 DIA. FOR #8 TO #II 2 MIN. FOR STEP FOOTINGS —7 4 I MAX. 50 MAX. FOR BEAMS AND SLABS U.O.N. BENT BARS :OUND PIN UP TO #4 BAR STIRRUPS AND TIES SPLICE LAP WIRE TOGETHER AT EACH END SCALE: NONE NOTE. PERMIT # LOCATE TRENCH EXCAVATIONS SO BUTTE COUNTY DEVELOPMENTS' THAT FOOTINGS WILL NOT BE UNDERMINED. REVIEWED FOR CODE COM PLI NC DATE_Y I,7-117 H' BUILDING FOUNDATI( BACKFILL REQUIRED NO EXCA� BELOW THIS h LINE rTOM OF )TING 05 CONCRETE SLAB ASSEMBLY 02 PIPE TRENCH PARALLEL TO FOOTING S-1.3 REV: 04-26-11 CONCRETE_001-B SCALE: 1-1/2" = 1'-0" S-1.3 REV: 07-06-10 FOOTINGS TYPICAL -001-A SCALE: NONE PTDF WOOD GROUND - SEE DR>e 1111k' ' c =^M 1 A T1^11 PROVIDE SLEEVE NOMINAL 2" GRE,4 EMBEDDED PIPE CONCRETE WALL OR STEMWALL— CONCRETE FOOTING ELEVATION Z N REVISION DATE: 03-29-I1 n consent of Frank M Glazewski Architect. REVISIONS BY QPLAN CHECK OI 03-2G-11 F.G. 0 CHECKED Frank M Glazewski architect structural design PO Box 8066 Chico, California 95927 530.894.5001 fax 530.894.8164 frank@fmgarchitect. com DRAWN F.G. 0 CHECKED F.G. DATE CI Cd �0 w4Z U b �Cd �Uo�o e v U r oZ to cd w o S-1,03 Ln 0 OF SHEETS �r4_j VJ DRAWN F.G. CHECKED F.G. DATE JAN 2011 SCALE NOTED JOB NO. I6-058 SHEET S-1,03 OF SHEETS N I J O I IL L' -8Y,' 9'-1Y2" Frank M Glazewski Architect expressly reserves common law copyright and other property rights in these plans. These plans are not be be 03-105 fn I I I I F----4 24'SQx12' 9'-1Y2" 03-105 I I I I I I 4-----+ 24' SQ x 12' L-8 Y," I I I DESCRIPTION I 03-001 A I I I 01-204x, BO SSTB20 10/5-5.1 I I I 10/5-5.1 D SSTB28 10/5-5.1 I I 10/5-5.1 ROUGH OPENING FOR IL' GARAGE DOOR Ub�o I I 01-202 0I-202 CONTRACTION JOINT IN FLOOR SLAB 05 I 0 0•Z� 0I-204 INSTALL PT 2 x 4 GROUND AT DOORS U --4O REFER TO DETAIL 04/S-1.3 01-204 �z1 I S-5.1 01-204 CONCRETE STOOP - 4" CONCRETE SLAB 4—) SEE FOUNDATION PLAN FOR DIMENSIONS. C J -- - t--- L ---- ---------- - _ -- ---- 48" WIDE CONCRETE WALK t----� ----------�--------------- 03-004 DRIVEWAY APRON - MIN. L" CONCRETE A I ----------- +-- rt ----- -------------------T-------- CONC. PAD FOR CONDENSING UNIT - CONFIRM ----------------- DA 11 --------II ''— -- j GRID : C I \fir 1= 2 11 II I B B I 1--------- ; ;- --- 11 1 1. I MUDSILL: I I 24' SO! # 12' HEATER. CONFIRM SIZE AND LOCATION. A I II " 1=2 I 1 I ', ANCHOR BOLTS; 16 ELECTRICAL — FOUNDATION PLAN I I4-200 CONDUITS FOR ELECTRICAL SERVICE. CONFIRM I . 24' SQ x 12' I f 1 SPACING: �-----1 I=------- ---------11,' ABOVE TOP OF CONCRETE STEMWALL I4 -20L FLOOR OUTLET - CONFIRM LOCATION 01 I4-201 IL -20l i -- --- — I4-201 F--->-: LOCATION. I6-208 77 j uo IL -208 I I - - - ii II B DWE=L-L-INGx L.48 30' S 1 4" CONCRETE SLAB / I I I OI 2" SAND OVER 10 MIL VISQUEEN I I I 5-5.1 VAPOR RETARDER OVER 4" GRAVEL FILL ; OI I REINFORCE SLAB WIT #3 BARS AT i i 13 I I I 18" O/C E.W. LOCATE STEEL PER OS/S-3.1 ' I �` I I IL -20L PROPERLY SEAL VISQUEEN BARRIER I I' ` S-5 I 1 AT PENETRATIONS AND EDGES. LAP EDGES IL -20L II I ji MINIMUM L". I I WHERE STEMWALL I I I EXCEEDS 18' IN I 1 II II II II I I HEIGHT I I 11\ I V -I Y2" 25 I -10%2" = 1 °° 3'-9 Y2' V-2 Y2" II IIS I I 1 I I II 02 I I _ T�0-1-2073EI .. I 24' SQ x 12' _- - 24 SQ x 12. o I I I I 11 O 15-200 � 03-001 I 01-204 I' I I „' I I I I6-200 i i 15-201 IL -201 ' I S ,4 E3 i61 I I L" CONCRETE SLAB C 10 MIL VISQUEEN VAPOR RETARDER O/ II GRAVEL FILL AS REQ [RED I ••e'er; I I 1 I REINFORCE SLAB WITH 44 BARS AT I I 18" O/C. LOCATE STEEL I PER 05/S-1.3 I II I I I I I DESCRIPTION DETAIL A I I I 01-204x, BO SSTB20 10/5-5.1 I I I 10/5-5.1 D SSTB28 10/5-5.1 I I 10/5-5.1 ROUGH OPENING FOR IL' GARAGE DOOR Ub�o I I 01-202 0I-202 CONTRACTION JOINT IN FLOOR SLAB 01-203 I 0 0•Z� 0I-204 INSTALL PT 2 x 4 GROUND AT DOORS U --4O REFER TO DETAIL 04/S-1.3 r �z1 I 03-001 CONCRETE STOOP - 4" CONCRETE SLAB 4—) SEE FOUNDATION PLAN FOR DIMENSIONS. C J I I . I SLOPE 2' 03-003 48" WIDE CONCRETE WALK 03-004 DRIVEWAY APRON - MIN. L" CONCRETE A REINFORCE WITH #4 BARS AT 18" O/C E.W. 03-005 CONC. PAD FOR CONDENSING UNIT - CONFIRM I I ADJACENT FLATWORK AND DWELLING FOOTING. I II II I 03-105 A I V PLUMBING / MECHANICAL — FOUNDATION PLAN I II IIS HEATER. CONFIRM SIZE AND LOCATION. A I II II AT WATER HEATER. CONFIRM SIZE AND LOCATION. 16 ELECTRICAL — FOUNDATION PLAN I4-200 CONDUITS FOR ELECTRICAL SERVICE. CONFIRM 01-204 I . SIZE AND LOCATION WITH ELECTRICAL CONTRACTOR '- I4-201 PROVIDE #4 x 20'-0" REBAR WITH IL' BENT LEG �-----1 I=------- ---------11,' ABOVE TOP OF CONCRETE STEMWALL I4 -20L FLOOR OUTLET - CONFIRM LOCATION 01 I4-201 INSTALL CONDUIT FOR ELECTRICAL FOR FLOOR OUTLET -- --- — LOCATION. 77 - - - 4 OI -203 24' SQ x 12' B 04 30' S x 12' S-5.1 01-201.1 2'-0" 9'-0" OGRID: 2 MUDSILL: PTDF 2 x ANCHOR BOLTS: 1/2" DIA. x 10' SPACING: 12' O/C AT SW Foundation blan Scale: 1/4"=l' -O" or copied in anv form or matter to be assiened to anv third LEGEND LINE NUMBER SPACING OF ANCHOR BOLTS LINE I �AT SHEARWALL ONLY ANCHOR BOLTS - 12" O/C AT SW HOLDOWN ANCHOR BOLTS MARK DESCRIPTION DETAIL A SSTBIL 10/S-5.1 BO SSTB20 10/5-5.1 C SSTB24 10/5-5.1 D SSTB28 10/5-5.1 E SSTB34 10/5-5.1 ROUGH OPENING FOR IL' GARAGE DOOR Ub�o 0I-201.1 Jz- MARK CORRESPONDING I I I A TO HD ANCHOR BOLT TABLE I I HOLDOWN LOCATION I I AS NOTED ON PLANS PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE o- BY �/- PT 1/2 12' wntten FOUNDATION NOTES consent of Frank M Glazewski Architect, REVISIONS BY OI 03-24-1-1 Frank M Glazewski architect structural design PO Box 8066 Chico, California 95927 530.894.5001 fax 530.894.8164 frank@fmgarclhitect.com r--"-4 KEYNOTES 0 01 GENERAL REQUIREMENTS - FOUNDATION DF 2 x ' DIA. x 10' 01-200.1 ROUGH OPENING FOR 3'-O" DOOR O/C AT SW 01-201 ROUGH OPENING FOR IL' GARAGE DOOR Ub�o 0I-201.1 ROUGH OPENING FOR 9' GARAGE DOOR 00 0I-202 CONTRACTION JOINT IN FLOOR SLAB 01-203 1/2" FELT STRIP ISOLATION JOINT 0 0•Z� 0I-204 INSTALL PT 2 x 4 GROUND AT DOORS U --4O REFER TO DETAIL 04/S-1.3 r 03 CONCRETE 03-001 CONCRETE STOOP - 4" CONCRETE SLAB 4—) SEE FOUNDATION PLAN FOR DIMENSIONS. C J REINFORCE WITH #3 BARS AT 18" O/C E.W. 03-002 34' WIDE CONCRETE WALK 03-003 48" WIDE CONCRETE WALK 03-004 DRIVEWAY APRON - MIN. L" CONCRETE REINFORCE WITH #4 BARS AT 18" O/C E.W. 03-005 CONC. PAD FOR CONDENSING UNIT - CONFIRM SIZE AND LOCATION. ISOLATE PAD FROM ADJACENT FLATWORK AND DWELLING FOOTING. 03 CONCRETE - FOUNDATION PLAN 03-105 SIMPSON ABULL - SEE DETAIL 10/S-1.3 t V PLUMBING / MECHANICAL — FOUNDATION PLAN 15-200 INSTALL COPPER LINE FOR P/T VALVE FOR WATER HEATER. CONFIRM SIZE AND LOCATION. 15-201 INSTALL COPPER LINE FOR CONDENSATE DRAIN AT WATER HEATER. CONFIRM SIZE AND LOCATION. 16 ELECTRICAL — FOUNDATION PLAN I4-200 CONDUITS FOR ELECTRICAL SERVICE. CONFIRM SIZE AND LOCATION WITH ELECTRICAL CONTRACTOR I4-201 PROVIDE #4 x 20'-0" REBAR WITH IL' BENT LEG AT END FOR UFER GROUND. EXTEND LEG 4" ABOVE TOP OF CONCRETE STEMWALL I4 -20L FLOOR OUTLET - CONFIRM LOCATION 01 I4-201 INSTALL CONDUIT FOR ELECTRICAL FOR FLOOR OUTLET IL -208 INSTALL CONDUIT FOR CAT 5 RUN TO FLOOR OUTET LOCATION. FOUNDATION NOTES consent of Frank M Glazewski Architect, REVISIONS BY OI 03-24-1-1 Frank M Glazewski architect structural design PO Box 8066 Chico, California 95927 530.894.5001 fax 530.894.8164 frank@fmgarclhitect.com I REFER TO DETAILS 10/S-5.1 AND II/S-5.1 FOR SSTB INSTALLATION. foundation CiCltl011 plan I _FRAMING CONTRACTOR IS RESPONSIBLE FOR COORDINATING 1 A INSTALLATION OF SSTB ANCHORS TO MATCH FRAMING AT GRID: A WALLS ABOVE. MUDSILL: PTDF 2 x REFER TO SHEET S-1.1 FOR TYPICAL ANCHOR BOLT ANCHOR BOLTS: 1/2" DIA. x 10" SIZE AND SPACING. REFER TO DETAIL 13/S-1.2 FOR SPACING: 12" O/C AT SW ADDITIONAL INFORMATION. O SLOPE ALL FLATWORK AWAY FROM STRUCTURE - MIN. 1/8" PER 12". "AT SW" INDICATES ANCHOR BOLTS SPACING AT SHEARWALL USE STD SPACING ELSEWHERE. REFER TO SHEARWALL PLAN FOR LOCATIONS OF SHEARWALLS. 01-201 COMPACT ALL FILL MATERIAL UNDER CONCRETE FLATWORK SAWCUT ALL FLOOR SLABS IN ACCORDANCE WITH ACI GUIDELINES 32'-O" AND DETAIL 08/S-1.3 TO MINIMIZE RANDOM CRACKING IN FLOOR SLABS 42'-O" 10'-O" GRID: I A MUDSILO PTDF 2 x _4 SANCHOR PACING: 12 CNG: ' O/C AT SW DESIGN LOADS ROOF: TOP CHORD DL: (COMP SHINGLES) 10.0 PSF TOP CHORD LL: 20.0 PSF BOTTOM CHORD DL (GYPSUM BOARD): 8.0 PSF BOTTOM CHORD DL (CEMENT PLASTER): 12.0 PSF BOTTOM CHORD LL: 10.0 PSF REVISION DATE: 03-29-11 DRAWN F.G. CHECKED F.G. DATE DEC 201L SCALE NOTED JOB NO. IL -058 SHEET S-2 OF SHEETS r--"-4 0 • 0 4-4 C) 0�,`Op cin Ub�o 00 0 0•Z� bb�0 U --4O r V 4—) C J I REFER TO DETAILS 10/S-5.1 AND II/S-5.1 FOR SSTB INSTALLATION. foundation CiCltl011 plan I _FRAMING CONTRACTOR IS RESPONSIBLE FOR COORDINATING 1 A INSTALLATION OF SSTB ANCHORS TO MATCH FRAMING AT GRID: A WALLS ABOVE. MUDSILL: PTDF 2 x REFER TO SHEET S-1.1 FOR TYPICAL ANCHOR BOLT ANCHOR BOLTS: 1/2" DIA. x 10" SIZE AND SPACING. REFER TO DETAIL 13/S-1.2 FOR SPACING: 12" O/C AT SW ADDITIONAL INFORMATION. O SLOPE ALL FLATWORK AWAY FROM STRUCTURE - MIN. 1/8" PER 12". "AT SW" INDICATES ANCHOR BOLTS SPACING AT SHEARWALL USE STD SPACING ELSEWHERE. REFER TO SHEARWALL PLAN FOR LOCATIONS OF SHEARWALLS. 01-201 COMPACT ALL FILL MATERIAL UNDER CONCRETE FLATWORK SAWCUT ALL FLOOR SLABS IN ACCORDANCE WITH ACI GUIDELINES 32'-O" AND DETAIL 08/S-1.3 TO MINIMIZE RANDOM CRACKING IN FLOOR SLABS 42'-O" 10'-O" GRID: I A MUDSILO PTDF 2 x _4 SANCHOR PACING: 12 CNG: ' O/C AT SW DESIGN LOADS ROOF: TOP CHORD DL: (COMP SHINGLES) 10.0 PSF TOP CHORD LL: 20.0 PSF BOTTOM CHORD DL (GYPSUM BOARD): 8.0 PSF BOTTOM CHORD DL (CEMENT PLASTER): 12.0 PSF BOTTOM CHORD LL: 10.0 PSF REVISION DATE: 03-29-11 DRAWN F.G. CHECKED F.G. DATE DEC 201L SCALE NOTED JOB NO. IL -058 SHEET S-2 OF SHEETS ( Frank M Glazewski Architect exuressly reserves common law covvright and other property rights in these plans. These plans are not be be reproduced, changed or copied in any form -or matter whatsoever, nor are they to be assijZned to any third party without the express wntten Roof framinLy t)lan Scale: 1/4"=V-0" 42'-0" FRAMING SCHEDULE ROOF BEAMS RB -I 5.25" x 9.25" VERSA -LAM Fb31OO RB -2 L x 10 DF#I 3 SPANS HEADERS H -I 5.25" x 11.88" VERSA -LAM Fb31OO H-2 L x 12 DFUI H-3 4 x 10 DF#I _ HANGER SCHEDULE Q JUS24 Q HHUS24-2 13 HUS28-2 Q HGUS28-2 LUS24 ® HHUS28-2 I4 U41O JUS28 o foo JUS28 Q HGUS24-2 IS HUC48 21 JUS28-2 ® MUS24 Q HGUS24 IL HUC41O 22 LGU3.25-SDS 0 HUS24 II LUS48 11 HUC48 23 HGUS28 © HUS28 12 HUS24-2 IS THD24-2 24 MUS28 - GENERAL NOTES KEYNOTES 01 GENERAL REQUIREMENTS - ROOF FRAMING PLAN GIRDER TRUSSES, ETC. MATCH WIDTH OF FRAMING MEMBER 01-105 ROOF PLYWOOD CONTINUOUS UNDER OVERLAY FRAMING IN NO CASE SHALL BEARING UNDER A STRUCTURAL 01-110 ROOF PITCH BREAK MEMBER BE LESS THAN A SINGLE 2 x 4. o foo 01-12'1 WALL IS BEARING POINT FOR ROOF TRUSSES � REQUIREMENTS, WHERE NOTED. 06 WOOD AND PLASTIC - ROOF FRAMING PLAN BRACE TRUSSES PER TRUSS MANUFACTURERS SPECS. BEARING WALLS ARE SHOWN SHADED, TYPICAL. REFER TO ROOF PLAN FOR ROOF PITCHES. 04-100 JACK TRUSSES AT 24" O/C O 06 04-101 2 x 4 FLAT BARGE OUTRIGGERS AT 24" O/C ON THIS SHEET AND DESCRIBED IN THE FRAMING SCHEDULE 04-104 OVERLAY FRAMING - 2 x L DFu2 AT 24" O/C. ABOVE. 0 Ln ' BRACE ALL SPANS OVER 10'-0'. REFER TO DETAIL STRAP TOP PLATE AT BEAMS PER DETAIL O5/S-1.2. IS/S-1.2 FOR ADDITIONAL INFORMATION FRAMING CONTRACTOR TO REFER TO ROOF PLANS FOR OL -104.1 MANUFACTURED TRUSSES AT 24' O/C AT RIDGE VENT LOCATIONS PER MANUFACTURERS SPECS. 04-104.2 MANUFACTURED VALLEY TRUSSES AT 24" O/C ROOF SHEATHING SHALL BE 15/32" CDX (32/14) NAILED OL -415 L x L POST WITH PC44 - SEE .O9/S-1.2 ROOF SHEATHING FOR THIS PROJECT SHALL BE 04-420.4 CSIL STRAP AT TOP PLATE SPLICE - SEE OSB/S-1.2 _ 04-420.4 CSIL STRAP COLLECTOR - SEE 04/S -4.I E.N. ROOF PLYWOOD TO ALL DRAG TRUSSES, TYP. 07 THERMAL AND MOISTURE PROTECTION - ROOF FRAMING 01-211 BRANDGUARD UNDER SAVE/SOFFIT VENT - MODEL UE2051-H NFVA = 34.51N"2 01-213 OMIT BLOCKING FOR VENTILATION 08 DOORS AND WINDOWS 10 SPECIALTIES 15 PLUMBING / MECHANICAL - ROOF FRAMING PLAN it 15-100 FAU SUSPENDED IN ATTIC - SEE 09/S -L.1 PROVIDE 5' x 12' (5' HIGH) BAY FOR HVAC - SEE 08/S -L.1 FOR ADDITIONAL INFORMATION PERMIT gB BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE p DATE__ YW_7'/� BY DESIGN LOADS ROOF: TOP CHORD DL: (COMP SHINGLES) 10.0 PSF TOP CHORD LL: 20.0 PSF BOTTOM CHORD DL (GYPSUM BOARD): 8.0 PSF BOTTOM CHORD DL (CEMENT PLASTER): 12.0 PSF BOTTOM CHORD LL: 10.0 PSF REVISION DATE: 03-29-11 consent of Frank M Glazewski Architect. REVISIONS BY OI 03-24-11 Frank M Glazewski architect structural design PO Box 8066 Chico, California 95927 530.894.5001 fax 530.894.8164 frank@ fmga rchite ct. com GENERAL NOTES PROVIDE FULL BEARING UNDER ALL BEAMS, HEADERS, GIRDER TRUSSES, ETC. MATCH WIDTH OF FRAMING MEMBER ABOVE AND THICKNESS OF WALL. IN NO CASE SHALL BEARING UNDER A STRUCTURAL MEMBER BE LESS THAN A SINGLE 2 x 4. o foo REFER TO FRAMING SCHEDULE FOR SPECIFIC TRIMMER � REQUIREMENTS, WHERE NOTED. BRACE TRUSSES PER TRUSS MANUFACTURERS SPECS. BEARING WALLS ARE SHOWN SHADED, TYPICAL. REFER TO ROOF PLAN FOR ROOF PITCHES. _ TYPICAL HEADER SIZES ARE NOTED IN THE WALL FRAMING 06 LEGEND ON SHEET S-4(*). DESIGNED MEMBERS ARE NOTED ON THIS SHEET AND DESCRIBED IN THE FRAMING SCHEDULE U ABOVE. 0 Ln ' REFER TO SHEET 5-1.2 FOR TYPICAL FRAMING DETAILS. STRAP TOP PLATE AT BEAMS PER DETAIL O5/S-1.2. FRAMING CONTRACTOR TO REFER TO ROOF PLANS FOR LOCATIONS OF RIDGE VENTS. HOLD BACK ROOF PLYWOOD AT RIDGE VENT LOCATIONS PER MANUFACTURERS SPECS. ROOF SHEATHING SHALL BE 15/32" CDX (32/14) NAILED ATOP ROOF FRAMING WITH 8d NAILS AT L", 12" O.C. ROOF SHEATHING FOR THIS PROJECT SHALL BE LP TECHSHIELD RADIANT BARRIER SHEATHING, OR APPROVED EQUAL. E.N. ROOF PLYWOOD TO ALL DRAG TRUSSES, TYP. DESIGN LOADS ROOF: TOP CHORD DL: (COMP SHINGLES) 10.0 PSF TOP CHORD LL: 20.0 PSF BOTTOM CHORD DL (GYPSUM BOARD): 8.0 PSF BOTTOM CHORD DL (CEMENT PLASTER): 12.0 PSF BOTTOM CHORD LL: 10.0 PSF REVISION DATE: 03-29-11 consent of Frank M Glazewski Architect. REVISIONS BY OI 03-24-11 Frank M Glazewski architect structural design PO Box 8066 Chico, California 95927 530.894.5001 fax 530.894.8164 frank@ fmga rchite ct. com roof framing plan DRAWN F.G. CHECKED F.G. DATE DEC 2014 SCALE NOTED JOB NO. IL -O58 SHEET S-3 OF SHEETS r ---I cd 0 o foo � o °oma U rO��N bU 06 �U .0 U 0 Ln ' M �' 0.4 roof framing plan DRAWN F.G. CHECKED F.G. DATE DEC 2014 SCALE NOTED JOB NO. IL -O58 SHEET S-3 OF SHEETS L c L Ulazewski Architect expressIv reserves common law co ht and other propertv ri hts in these plans. These plans are not be be reproduced, thaned or copied in any form or matter whatsoever, not are they to be assikyned to anv third partv without the express writt SHEAR LEGEND I SILL NAILING: N/A H= (1) PER TRUSS A35: N/A RBC: 48" O/C TOP a SPLICE: 2 12-ILd Shearwall t)lan Scale: 1/4"=V-0" GRID: C SILL NAILING: N/A H= (1) PER TRUSS A35: 48" O/C RBC: 48" O/C TOP t SPLICE: 8-I4d - A GRID: A SILL NAILING: N/A H)w (1) PER TRUSS A35: N/A RBC: 48" O/C TOP a SPLICE: 8-IGd SILL NAILING: N/A HXC (1) PER TRUSS A35: N/A TOP QSPLICE: 881Ld C 1 LINE NUMBER GRID: 1 4�- '­:w/SPACING OF ILd NAILS SILL NAILING: ILd SINKER �— AT SILL OF SHEARWALLS SPACING: IL' 0/C AT SW SPACING OF HI/A35 CONN. HI: 24' 0/C , / AT BLOCKING/TRUSS TO A35: 48' 0/C TOP PLATE - SEE DETAILS TOP Q SPLICE: 8-ILd FOR OCCURENCE. NUMBER OF ILd NAILS AT EACH SIDE OF EA. SPLICE NOTE: UNLESS NOTED OTHERWISE, SILL NAILING SHALL BE IGd AT 14" O/C. A35 SHALL BE 48' O/C. TOP PLATE SPLICES SHALL BE 8-I4d TYPICAL U.O.N. HI CONNECTORS AT 24" O/C. SHEARWALLS MARK DESCRIPTION EDGE*** NAILING FIELD *** NAILING FOOTNOTES 1 3/8' CDX PLYWOOD V 0/C 12' 0/C OI/S-5.1 B 8d COMMON NAILS HOU-4 OI/S-5.1 C 2 3/8' CDX PLYWOOD 4' 0/C 12' O/C AT G" O/C EDGE. 12" O/C FIELD. HDU8 8d COMMON NAILS HOLDOWN MARK - REFER TO HOLDOWN SHEATHING THIS AREA. INSTALL R -I5 INSULATION 3 3/8' CDX PLYWOOD 3' 0/C 12' 0/C -2x6 � 0�� 8d COMMON NAILS END STUD AT SHEARWALL - ***ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. ATTACH HD TO END STUD SHEARWALL MARK - SEE SCHEDULE (3 4.25'C:LENGTH OF SHEARWALL (FEET) r4^j VJ SHEARWALL PLAN SHOWS MINIMUM SHEARWALLS FOR COMPLIANCE WITH STRUCTURAL DESIGN. ALL WALLS RECEIVING PLYWOOD SHALL BE FULLY SHEATHED TO ACCOMODATE INTERIOR/EXTERIOR FINISHES. Nail sizes PLAN CALLOUT USE: NAIL DIMENSIONS 8d (COMMON) SHEARWALL NAILING 0.131" x 2.50" 8d (COMMON) ROOF SHEATHING 0.131" x 2.50" IOd (COMMON) SHEARWALL NAILING 0.148" x 3.00" IGd (SINKER) SILL NAILING 0.148" x 3.25" IGd (SINKER) TOP PLATE SPLICE 0.148' x 3.25" General notes FASTENERS IN PRESERVATIVE AND FIRE -TREATED WOOD SHALL BE HOT DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN L INCHES O.C. ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS, OR FRAMING SHALL BE 3 x NOMINAL OR THICKER AT ADJOINING PANEL EDGES AND NAILS AT ALL PANEL EDGES SHALL BE STAGGERED. Table footnotes ®VERTICAL FRAMING MEMBERS AND BLOCKING LOCATED AT ADJACENT PLYWOOD PANEL EDGES SHALL BE NOT LESS THAN 3 x NOMINAL WIDTH MEMBER. PLYWOOD JOINT NAILING SHALL BE STAGGERED AT ALL EDGES. UK KEYNOTES HOLD 0�3�;TN S MARK PLYWOOD WALL SHEATHING TO RUN CONTINUOUS DESCRIPTION DETAIL A THIS LOCATION HOU2 OI/S-5.1 B ADJACENT WALL OPENING, AND MIN. IL" BEYOND HOU-4 OI/S-5.1 C SHEATH ENTIRE WALL PLANE - MATCH THICKNESS HDUS Ol/S-5.1 D AT G" O/C EDGE. 12" O/C FIELD. HDU8 0-1/5-5.1 HOLDOWN MARK - REFER TO HOLDOWN SHEATHING THIS AREA. INSTALL R -I5 INSULATION A TABLE ABOVE 0 Ln U � -2x6 � 0�� td END STUD AT SHEARWALL - ATTACH HD TO END STUD —44 r4^j VJ UK GENERAL NOTES WALL FRAMING LEGEND M 2 x L WALL ** 2 x 4 DF#2 AT IL" O/C HEADERS - G x 10 DF#I TYP. U.O.N. TIGHT TO TOP PLATE 2 x 4 WALL" 2 x 4 DF#2 AT IL" O/C HEADERS - 4 x 10 DF#2 TYP. U.O.N. TIGHT TO TOP PLATE ** REFER TO FRAMING PLANS FOR LOCATIONS OF BEARING WALLS. HEADERS AT INT. NON-BEARING WALLS SHALL BE 4 x 8 DF#2 WALLS SHALL BE FRAMED TO +10'-3/4" HEIGHT, TYPICAL UNLESS OTHERWISE NOTED ON PLANS. WINDOW HEAD HEIGHTS SHALL BE +8'-1/2' UNLESS OTHERWISE NOTED ON THE FLOOR PLAN. UNLESS OTHERWISE NOTED, HF PLATE STOCK MAY BE USED. WHERE 3 x FRAMING IS REQUIRED AT ADJACENT PLYWOOD PANEL EDGES (SEE PLAN AND SHEAR SCHEDULE) HORIZONTAL BLOCKING AT PANEL EDGES SHALL ALSO BE MINIMUM 3 x MATERIAL. SHEARPLY SHOWN IS MINIMUM REQUIRED FOR LATERAL BRACING SYSTEM. WHERE NECESSARY, FRAMING CONTRACTOR SHALL COMPLETE WALL SURFACES AS NEEDED TO ACCOMODATE WALL FINISHES. USE SW -I FOR FILL AREAS. TRIMMERS AND KINGSTUDS AT 8' TALL SLIDING GLASS DOORS TO BE 1.5" OR 1.15" LVL MATERIAL. REVISION DATE: 03-29-11 :n consent of Frank M Glazewski Architect. REVISIONS BY OI 03-24-I1 Frank M Glazewski architect structural design PO Box 8066 Chico California 95927 X30.894.5001 fax 530.894.8164 frankgfmgarchitect. co m AIT # BBTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE BY KEYNOTES 01 GENERAL REQUIREMENTS - SHEARWALL PLAN 01-400 PLYWOOD WALL SHEATHING TO RUN CONTINUOUS BEHIND PERPENDICULAR WALL FRAMING AT THIS LOCATION 01-401 EXTEND SHEARPLY FROM SHEARWALL AROUND ADJACENT WALL OPENING, AND MIN. IL" BEYOND EDGE OF OPENING. 01-402 SHEATH ENTIRE WALL PLANE - MATCH THICKNESS OF ADJACENT SHEARWALL, NAIL WITH FASTENERS UbAc�d'00 AT G" O/C EDGE. 12" O/C FIELD. 01-405 FRAMING CONTRACTOR TO INSTALL 3/8" PLYWOOD SHEATHING THIS AREA. INSTALL R -I5 INSULATION BATTS AT EXTERIOR WALLS PRIOR TO PLYWOOD. GENERAL NOTES WALL FRAMING LEGEND M 2 x L WALL ** 2 x 4 DF#2 AT IL" O/C HEADERS - G x 10 DF#I TYP. U.O.N. TIGHT TO TOP PLATE 2 x 4 WALL" 2 x 4 DF#2 AT IL" O/C HEADERS - 4 x 10 DF#2 TYP. U.O.N. TIGHT TO TOP PLATE ** REFER TO FRAMING PLANS FOR LOCATIONS OF BEARING WALLS. HEADERS AT INT. NON-BEARING WALLS SHALL BE 4 x 8 DF#2 WALLS SHALL BE FRAMED TO +10'-3/4" HEIGHT, TYPICAL UNLESS OTHERWISE NOTED ON PLANS. WINDOW HEAD HEIGHTS SHALL BE +8'-1/2' UNLESS OTHERWISE NOTED ON THE FLOOR PLAN. UNLESS OTHERWISE NOTED, HF PLATE STOCK MAY BE USED. WHERE 3 x FRAMING IS REQUIRED AT ADJACENT PLYWOOD PANEL EDGES (SEE PLAN AND SHEAR SCHEDULE) HORIZONTAL BLOCKING AT PANEL EDGES SHALL ALSO BE MINIMUM 3 x MATERIAL. SHEARPLY SHOWN IS MINIMUM REQUIRED FOR LATERAL BRACING SYSTEM. WHERE NECESSARY, FRAMING CONTRACTOR SHALL COMPLETE WALL SURFACES AS NEEDED TO ACCOMODATE WALL FINISHES. USE SW -I FOR FILL AREAS. TRIMMERS AND KINGSTUDS AT 8' TALL SLIDING GLASS DOORS TO BE 1.5" OR 1.15" LVL MATERIAL. REVISION DATE: 03-29-11 :n consent of Frank M Glazewski Architect. REVISIONS BY OI 03-24-I1 Frank M Glazewski architect structural design PO Box 8066 Chico California 95927 X30.894.5001 fax 530.894.8164 frankgfmgarchitect. co m AIT # BBTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE BY r sh earwall plan DRAWN F.G. CHECKED F.G. DATE DEC 201L SCALE NOTED JOB N0, 14-058 SHEET S-4 OF SHEETS r--4 0 O UbAc�d'00 4-4 UCN 0 Ln U � � 0�� td r-,4-4 V r4^j VJ r sh earwall plan DRAWN F.G. CHECKED F.G. DATE DEC 201L SCALE NOTED JOB N0, 14-058 SHEET S-4 OF SHEETS Frank M Glazewski Architect expressly reserves common law copyright and other property rights in these plans. These plans are not be be reproduced, changed or copied in any form or matter whatsoever nor are they to be assigned to any third partywithout the express written BY SHEARWALL - SEE DWGS zz 00 O N N O %" FOR LENGTH POST - SEE DRAWINGS �O z0 z LU IL %8" EDGE NAIL SHEARPLY d)Ln E0 25%8" _MO 0. BASE CONNECTOR - TO ENDSTUD, TYP. ori O x + i i zZ SSTB34 °C W H SHEARWALL ENDSTUD - ,-ac + i CONCRETE SLAB - W m SEE DWGS O Ea L zd CDU Ow �O U) r_ U I zadn ar d -I REFER TO HD TABLE I %" 5/8" I 3" 3.015K HDU4 1 % 5/8" 10 3" 4.50K HDUS I %" 5/8" CLR. 3" 5.445K 12" MIN. V 3" 5.98OK HDU8 I e " 1/8" 20 LTT/HTT TIE - L.910K TYP. U.O.N. 4 Y2 " SEE DWGS EN + I I I/2" 5 Y2 " 9.535K HDUII 1 e " + 30 1 Y4 " 11.115K PTOF MUDSILL - = 4X4 10.11OK HDUM I %" I" 3L + I 5 %2 " 14.445K CONCRETE SLAB - 1 SIMPSON THDL2400HEN + - z + + + + Y ad SEE FDN. PLAN y 001 002 I w Q i C J FOOTING — SLAB FLOOR o9 HOLDOWN — SERIES TABLE HOU o ` ABU POST BASE 03 GARAGE PERIMETER L i WALL Il 12 Q Frank M Glazewski Architect expressly reserves common law copyright and other property rights in these plans. These plans are not be be reproduced, changed or copied in any form or matter whatsoever nor are they to be assigned to any third partywithout the express written ,)ncPnt of Frank M GInwwski Architect. REVISIONS IA03-24-11 BY PLAN CHECK zz 00 O N N O %" 11 %" POST - SEE DRAWINGS �O z0 z LU IL %8" L" d)Ln E0 25%8" _MO 0. BASE CONNECTOR - WQC ori O x �= �I- W zZ SSTB34 °C W H (V rdn ,-ac Q SEE DRAWINGS CONCRETE SLAB - W m O Ea L zd CDU Ow �O U) r_ U QO zadn ar d -I HDU2 I %" 5/8" L 3" 3.015K HDU4 1 % 5/8" 10 3" 4.50K HDUS I %" 5/8" 14 3" 5.445K 12" MIN. V 3" 5.98OK HDU8 I e " 1/8" 20 3Y2 " L.910K TYP. U.O.N. 4 Y2 " 1.81OK EN WALL FRAMING MINIMUM WIDTH IS 3-1/2" EXCEPT FOR I/2" 5 Y2 " 9.535K HDUII 1 e " 1" 30 1 Y4 " 11.115K HDU14, WHICH IS 5-I/2". FELT STRIP 4X4 10.11OK HDUM I %" I" 3L 1 Y4 " 14.315K 5 %2 " 14.445K CONCRETE SLAB - 1 SIMPSON THDL2400HEN LOCATE APPROX. ,)ncPnt of Frank M GInwwski Architect. REVISIONS IA03-24-11 BY PLAN CHECK W --W J` - SHEARPLY - SEE DWGS %" 11 %" POST - SEE DRAWINGS WHERE NOTED -SEE PLAN FOR SSTB20 /e" 21 /8" IL %8" L" SSTB24 NOTE: 25%8" 20%8" BASE CONNECTOR - SSTB28/8" - - 29" 241/8" 8" SSTB34 1/8" ANCHOR - DWGS REFER TO SPECIFICATIONS BY SIMPSON= ANCHOR BOLTS SEE DRAWINGS CONCRETE SLAB - -�� 281/8" 8" L SEE FOR ADDITIONAL INSTALLATION INSTRUCTIONS. PT MUDSILL - 2 x EXCEPT NOTE: WHERE NOTED - SEE PLAN FOR REFER TO TABLE 00/0-00 WHERE DOUBLE 2 x MEMBERS ARE USED FOR KINGSTUD, I N # BAR 12" MIN. V SIZE AND SPACING OF •,r :: STAGGER E.N. TO BOTH MEMBERS. I j TOP AND BOTTOM TYP. U.O.N. ANCHOR BOLTS EN WALL FRAMING MINIMUM WIDTH IS 3-1/2" EXCEPT FOR I/2" G :,•, DOUBLE MEMBER, STAGGER E.N. TO HDU14, WHICH IS 5-I/2". FELT STRIP _ 7T77 BOTH MEMBERS AS SHOWN ABOVE. „ . REFER TO PLAN DETAILS: OD/O-DO CONCRETE SLAB - 1 SIMPSON THDL2400HEN LOCATE APPROX. - z SEE FDN. PLAN 001 002 I w Q i C J LTT/HTT HOLDOWN — SLAB FLOOR o9 HOLDOWN — SERIES TABLE HOU o ` ABU POST BASE 03 GARAGE PERIMETER WALL Il 12 Q HOLDOWNS_010_B SCALE: 1" = 1'-0" Q5-5.1 REY: OI -13-11 HOLDOWNS_002_B SCALE: N/A 5-5.1 REV: 01-09-14 POST BASE -003_A SCALE: 1-1/2" = 1'-0" S-5.1 REV: 12-28-15 GARAGE_FTG_001_A SCALE: I" = I'—O" S-5.1 REV: OI -05-11 qg' SHEARWALL m F.G. 4%2" CLR. CLR. L 02" CLR. L L TYPICAL SSTB/SB - xyy,. 1ER1,5 $� z IIII IIII = ,,, - �z U (3) 2 x L _ SHEARPLY -WHERE OCCURING - 4 SEEADWGS SEE PLAN FERMI #_ F - ,)ncPnt of Frank M GInwwski Architect. REVISIONS IA03-24-11 BY PLAN CHECK W --W J` - SSTBIL %" 11 %" 12 WHERE NOTED -SEE PLAN FOR MODEL NO. PT MUDSILL - 2 x EXCEPT LENGTH W --W J` - SSTBIL %" 11 %" 12 WHERE NOTED -SEE PLAN FOR SSTB20 /e" 21 /8" IL %8" L" SSTB24 NOTE: 25%8" 20%8" SIZE AND SPACING OF SSTB28/8" - - 29" 241/8" 8" SSTB34 1/8" ANCHOR - DWGS REFER TO SPECIFICATIONS BY SIMPSON= ANCHOR BOLTS ma g'q CONCRETE SLAB - -�� 281/8" 8" SEE FOR ADDITIONAL INSTALLATION INSTRUCTIONS. SEE PON PLAN` NOTE: REFER TO TABLE 00/0-00 WHERE DOUBLE 2 x MEMBERS ARE USED FOR KINGSTUD, I N # BAR 12" MIN. V FOR ADDITIONAL INFORMATION •,r :: STAGGER E.N. TO BOTH MEMBERS. I j TOP AND BOTTOM TYP. U.O.N. WHERE SHEARWALL ENDSTUD IS A EN WALL FRAMING MINIMUM WIDTH IS 3-1/2" EXCEPT FOR I - G :,•, DOUBLE MEMBER, STAGGER E.N. TO HDU14, WHICH IS 5-I/2". -IT _ 7T77 BOTH MEMBERS AS SHOWN ABOVE. „ . REFER TO PLAN DETAILS: OD/O-DO —1 1 1 1 LOCATE APPROX. - z 001 002 I w Q i C J LTT/HTT HOLDOWN — SLAB FLOOR o9 HOLDOWN — SERIES TABLE HOU o ` ABU POST BASE 03 GARAGE PERIMETER WALL Il 12 Q HOLDOWNS_010_B SCALE: 1" = 1'-0" Q5-5.1 REY: OI -13-11 HOLDOWNS_002_B SCALE: N/A 5-5.1 REV: 01-09-14 POST BASE -003_A SCALE: 1-1/2" = 1'-0" S-5.1 REV: 12-28-15 GARAGE_FTG_001_A SCALE: I" = I'—O" S-5.1 REV: OI -05-11 SHEARWALL 4%2" CLR. CLR. L 02" CLR. L L TYPICAL SSTB/SB - SEE DRAWINGS EN U (3) 2 x L _ SHEARPLY -WHERE OCCURING - OPENING 4 SEEADWGS SEE PLAN FERMI #_ - PT MUDSILL - 2 x EXCEPT (2) 2 x L PT MUDSILL - 2 x EXCEPT WHERE NOTED - SEE PLAN FOR SIZE AND SPACING OF ANCHOR BOLTS CONC. SLAB - SEE PLAN DATE GYPSUM BOARD (2) 2 x L - BACKING KINGSTUDS WHERE NOTED - SEE DWGS FOR CONC. SLAB - SIZE AND SPACING OF SEE DWGS 24 *SINGLE 2 x L ANCHOR BOLTS L" #3 12r- DOWELS TRIMMER 24 #4 12T_ DOWELS 43 12j- DOWELS AT 34" O/C AT 34" O/C AT 48" O/C C. TYPICAL CORNER - 2 x L WALL D. EDGE OF DOOR OR WINDOW E. ALTERNATE CORNER - 2 x L WALL CONC. SLAB - SEE EN ALTERNATE LEGS DWGS EN ------------ fi S SHEARWALL NOTE: 4y2° I CLR. CLR.- TYPICAL SSTB - THESE DETAILS ARE INTENDED TO DEPICT SEE DRAWINGS SSTB LOCATIONS RELATIVE TO TYPICAL 1/2" FELT STRIP— I FRAMING CONDITIONS. IT SHALL BE THE ;il1I— - - — RESPONSIBILITY OF THE CONTRACTOR TO -III = _ I I I I (, IIII III z =III I I— DETERMINE ACTUAL FRAMING CONDITIONS AND _ - I L I _ OPENING / PLACE SSTB ANCHORS ACCORDINGLY. NOTE THAT INCORRECT PLACEMENT OF THESE = =I (3) 2 x -4 ANCHORS WILL POSSIBLY RESULT IN THE NEED = FOR RETROFIT ANCHORS. 3' CLR. REFER TO TYPICAL HOLDOWN INSTALLATION CLR. (2) 2 x 4 DETAILS FOR "CLR" DIMENSION. — I w I--- -� „VIII 1111 _ KINGSTUDS SOME DETAIL OMITTED FOR CLARITY. REFER I I IIII - I=_ CONT. #4 BAR TOP AND *SINGLE 2 x 4 TO DRAWINGS FOR ADDITIONAL INFORMATION. CONT. #4 BAR TOP AND BOTTOM U.O.N. ON PLANS 12" TYP. TRIMMER WHERE HD ATTACHES TO DOUBLE STUD, BOTTOM U.D.N. ON DWGS U.O.N. E.N. TO BOTH MEMBERS - STAGGERED. *EXCEPT WHERE MULTIPLE TRIMMERS ARE 12" TYP. INDICATED ON THE DRAWINGS U.O.N. A. TYPICAL CORNER - 2 x 4 WALL B. EDGE OF DOOR OR WINDOW 001 001-1 002 u SSTB PLACEMENT DETAILSro5 TYPICAL PERIMETER ro2_�INTERIOR FOOTING SCALE: NONE S-5.1 REV: 0I-30-11 FTG—SLAB—STEM-001_A SCALE: I" = i'—O" S-5.1 REV: 03-23-14 FTG—SLAB—STEM-005_A SCALE: 1" = 1'-0" S-5.1 REV: 10-03-16 HOLDOWNS_030_A MODEL NO. PT MUDSILL - 2 x EXCEPT LENGTH W --W J` - SSTBIL %" 11 %" 12 WHERE NOTED -SEE PLAN FOR SSTB20 /e" 21 /8" IL %8" L" SSTB24 %8" 25%8" 20%8" SIZE AND SPACING OF SSTB28/8" s-5,.1 29" 241/8" 8" SSTB34 1/8" 341/8" 28,/8" ANCHOR BOLTS SSTB3L/8" CONCRETE SLAB - 3L�/8" 281/8" 8" 4r/j VJ SEE PON PLAN` iI •,r :: _ EN G :,•, „ . " LOCATE APPROX. - z 45" TO 90° FROM I w Q i C J �.,.. __' _._ _. ...'.r9 a 1I.' �;." unol� ociUt` - i1 ii �.. WALL Il x Q MODEL NO. DIA. LENGTH MIN. EMBED. le W SSTBIL %" 11 %" 12 L" SSTB20 /e" 21 /8" IL %8" L" SSTB24 %8" 25%8" 20%8" 0 SSTB28/8" s-5,.1 29" 241/8" 8" SSTB34 1/8" 341/8" 28,/8" 8" SSTB3L/8" 3L�/8" 281/8" 8" SHEARPLY - 9-1/2" AT 2 x L WALL - LINE OF STEMWALL SEE DWGS BEYOND Frank M Glazewski architect structural design PO Box 8066 Chico California 95927 X30.894.5001 fax 530.894.8164 frank(gfmgarehitect. com VU At � XX � f �'C-27470 � �/o N 8-31-17 Jj9TF o F CA JTTE COUNTY DEVELOPMENT SERVICES CODE CO11VIP FOR r--I F.G. CHECKED F.G. 0 JAN 2011 o � � 0 JOB NO. IL -058 �Uo�o G s-5,.1 U SHEETS w oZ �4 (D V 4r/j VJ DRAWN F.G. CHECKED F.G. DATE JAN 2011 SCALE NOTED JOB NO. IL -058 SHEET s-5,.1 OF SHEETS MINE no Ln O to I i a U ci NOTE: TRUSS WEE MAINTAIN C HVAC FOR SEE DRAWI crank M blazewski oq HVAC PLATFORM S-6.1 REV: 06-2344 HVAC -025_A SCALE: 1/2" = 1'-0" 2" x 2" x 1/8" x 4" ANGLE WITH (2) BOS25200 FASTENERS INTO TOP CHORD OF TRUSS -- I - \I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i t I I I, I '�-3/8" DIA. TYP. THREADED TRUSS I , I ROD, TYPICAL (2) PER TRUSS I I I t I I I I i t I I I I I I I I I I 1 1 I I HVAC UNIT 1 I I 1 I I I I I I I I I I I I I I I I I I - - - - - - - - - - - I ii ii ii 195° I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ______---_1{I� _____—_-1J1--; I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1/8" x 1 1/8" x 1/8" ANGLE SUPPORT BRACKET WITH NUTS AND WASHERS, CONFIRM NO. OF SUPPORT BRACKETS TYPICAL. (CONTINUOUS BELOW WITH HVAC INSTALLER. MAX. LOAD F.A.U.) PER BRACKET IS 0.015K EA. TRUSS 08 HVAC SUSPENSION DETAIL S-6.1 REV: II -06-15 HVAC -020_A SCALE: N/A END LENGTH i CLEAR SPAN* i END LENGTH i I ++ ++ + ++ ++ + + ++ ++ ++ ++ ++ ++ ++ ++ + ++ ++ ++ + ++ i CS STRAP CMST STRAP in + + + + + + + + +I + + + + + + + + + + + +� + + + + + + + + + + + + + + + + + +i+ + + + + + + + + + + +i+ + + + + + + I I I i CMSTC STRAP I I NOTES: * NAILS NOT REQUIRED IN CLEAR SPAN. * FOR C516 STRAPS, INSTALL FASTENERS AT 6" O/C IN THIS AREA o, CS/CMST NAILING S-6.1 REV: 04-12-12 STRAPPING -022_A SCALE: N/A common law copyright and other property rights in these plans. These plans are not be be SEE DWGS 8'-0" MIN. IF NOT NOTED EDGE NAIL ROOF PLYWOOD TO RAFTER (6" O/C) SIMPSON H2 AT DRAG RAFTER TO FRAMING BELOW 2 x BLOCKING BETWEEN FRAMING 2 x 6 RAFTER — SEE DWG EAVE BLOCKING TO RESIST COMPRESSIVE FORCES EHO L EHGTy WALL OR BEAM — SEE DWGS NOTE: * REFER TO DETAIL 00/0-00 FOR STRAP INSTALLATION DETAILS STRAP TO BE CSIL. UNLESS OTHERWISE NOTED ON DRAWINGS. o-4 DRAG STRUT S-6.1 REV: 08-20-14 STRAPPING_001-B END LENGTH or copied in anv form or nor are then to be ROOF SHEATHING EN I ' � 1 � 1 � 1 � 1 DRAG TRUSS — SEE DWGS A35 — i i FOR 1 , I , I , I I 1 , I , � I I , � I I, E II ii SHEARPLY - SEE DWGS FOR THICKNESS AND NAILING third party without o3 SHEAR TRANSFER S-6.1 REV: 08-30-I5 DRAG TRUSS_002-A ROOF SHE 2 x BLOCk FASCIA — SEE PLAN 2x4AT: AT SOFFIT ROOF BEA SEE DWGS 2 x SHAPED BLOCKING SIMPSON HI AT EACH TRUSS 0021 SCALE: I" = I'-01 =17111" ORT — MAX. IM 02 EAVE DETAIL AT PORCH ALLOWABLE S-6.1 REV: 08-30-15 EAVE DETAIL 002_A TENSION LOAD MODEL END LENGTH FASTENERS (ILO%) CMSTI2 33"14 — Ibd 9215 39" 86 — IOd 9215 CMST14 26" 56 — 16d 6490 OF 30" 66 — IOd 6490 CMSTCI6 20" 50 — Idd 4585 SINKER CSI4 15" 26 — IOd 2490 14, 30 — 8d 2490 CS16 11" 20 — IOd 1105 13" 22 — 8d 1105 CSIS 9" 16 — IOd 1310 11" 18-8d 1310 CS20 6" 12 — IOd 1030 9" 14 — 8d 1030 CS22 1" 10 — IOd 845 6" 12 — 8d 845 NOTES: * NAILS NOT REQUIRED IN CLEAR SPAN. * FOR C516 STRAPS, INSTALL FASTENERS AT 6" O/C IN THIS AREA o, CS/CMST NAILING S-6.1 REV: 04-12-12 STRAPPING -022_A SCALE: N/A common law copyright and other property rights in these plans. These plans are not be be SEE DWGS 8'-0" MIN. IF NOT NOTED EDGE NAIL ROOF PLYWOOD TO RAFTER (6" O/C) SIMPSON H2 AT DRAG RAFTER TO FRAMING BELOW 2 x BLOCKING BETWEEN FRAMING 2 x 6 RAFTER — SEE DWG EAVE BLOCKING TO RESIST COMPRESSIVE FORCES EHO L EHGTy WALL OR BEAM — SEE DWGS NOTE: * REFER TO DETAIL 00/0-00 FOR STRAP INSTALLATION DETAILS STRAP TO BE CSIL. UNLESS OTHERWISE NOTED ON DRAWINGS. o-4 DRAG STRUT S-6.1 REV: 08-20-14 STRAPPING_001-B END LENGTH or copied in anv form or nor are then to be ROOF SHEATHING EN I ' � 1 � 1 � 1 � 1 DRAG TRUSS — SEE DWGS A35 — i i FOR 1 , I , I , I I 1 , I , � I I , � I I, E II ii SHEARPLY - SEE DWGS FOR THICKNESS AND NAILING third party without o3 SHEAR TRANSFER S-6.1 REV: 08-30-I5 DRAG TRUSS_002-A ROOF SHE 2 x BLOCk FASCIA — SEE PLAN 2x4AT: AT SOFFIT ROOF BEA SEE DWGS 2 x SHAPED BLOCKING SIMPSON HI AT EACH TRUSS 0021 SCALE: I" = I'-01 =17111" ORT — MAX. IM 02 EAVE DETAIL AT PORCH BEAM S-6.1 REV: 08-30-15 EAVE DETAIL 002_A SCALE: 1" = 1'-0" ROOF SHEATHING PROVIDE INSULATION BAFFLES AT SCREENED EAVE VENTS 2 x BLOCKING — OM11 AT EAVE VENTS — ROOF FRAMING PLAN FASCIA — + SEE DWGS DWGS 2 x 4 AT 24" O/C AT SOFFIT SHEARPLY — SEE DWGS FOR THICKNESS AND NAILING SEE DWG RBC CONNECTORS AT 48" O/C, TYPICAL U.O.N. ON DWGS / 'INSULA ION r.''+�:......................... SIMPSON HI CONNECTOR AT EACH TRUSS REVISION DATE: 03-29—I1 rnment nif Frank M GInzmrd i ArrlhitPrt REVISIONS 01 TYPICAL EAVE DETAIL SCALE: 1" = 1'-0" 5-6.1 REV: •4-0.4-16 EAVE DETAIL 001_A SCALE: 1" = 1'-0" REVISION DATE: 03-29—I1 rnment nif Frank M GInzmrd i ArrlhitPrt REVISIONS BY PLAN CHECK OI 03-26-11 . F.G. CHECKED F.G. LTi! i `Fidnk M Glazewski architect a r structural odes gA PO Boxf$666 Chico California- 95927 X30.894.5001 , fax 530.894.9164 frank@ fmgarchi tect.com �G��,v�•�C ;Ary/�F NO C-27470 Tr REN 8-31-17 �TF OF C # BUTTE COUNTY DEVELOPMENT SERVICES CODEVIEWED COMPL FOR CE ��_ r� F.G. CHECKED F.G. (42 JAN 2011 SCALE 0 q 00O JOB N0. cn � 1 �L/ U b�0 cd 0 U 06 OF v U �= o 0. OZ VJ DRAWN F.G. CHECKED F.G. DATE JAN 2011 SCALE NOTED JOB N0. I6-058 SHEET S-601 OF SHEETS