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HomeMy WebLinkAboutB16-0245 042-030-056TABLE 2304.41 GENERAL. NOTES ELECTRICAL NOTES - FASTENING SOCAtl E -- GONNEvnON FASTENING`O LOCATION I. Joist to sill or girder 3 - 8d common (2 1/2' x 0.1310) CEG and 2013 California Energy Code and any other applicable county and/or city codes and (see Section 2308.10.4.1, Table 2308.10.4.1) 3 - 3' x 0.131' no% toenail ordinances. 3 - 3" 14 gage staples laundry, utility and kitchen countertops and within 6' of a bar sink. 2. Bridging to Joist 3 - 8d common (2 1/2' x 0.131") 2. Electrical contractor to verifyl all fixture and device locations with Owner. 3 - 3' x 0.131" nails toenail each and 3. 3-3'14 gage "lee 4. 3. 1' x b' subfloor or less to each joist 3 - 8d common (2 1/2' x 0.1311) face nail 4. wider than I' x b' subfloor to each joist 3 - 8d common (2 1/2' x 0.1311 face nail S. 2' subf loon to joist or girder 2 - I6d common (3 142" x 0.162') blind and face nail 6. sole plate to joist or blocking Ibd (31/2' x 0.135') at 16' oc. (CRAVE.. SPACE): that are shown or called for and shall be approved by the architect. 3' x 0.131' nabs at 8' oc. t9pkal face nail 6. 3' 14 gage staples at 12' oc. 1. 5011' plate to joist or blocking at braced 3' - l6d 0 1/2' x 0.135'1d 16" the method of construction. 8. 4 - 3' x 0.131' nabs at 116' braced wall panels All exterior walls to be 2x4 studs at 16" ox.. U.N.O. All interior walls to be 2x4 studs at 16" o.c. 4-3'14 gage staples per 116' appliance branch circuits required shall serve all receptacle outlets and receptacle outlets for 7. Top plate to stud 2 - Ibd common (3 11/7' x 0.1621 0 5H. OPERABLE refrigeration equipment. Counter top receptacles shall be provided with a min. of two small 3 - 3' x 0.131' nails end nail 028 3 - 3' 14 gage staples Cl. 6. Stud to sole plate 4 - 8d common 0 1/2' x 0.162") One outlet on a separate 20 amp circuit must be provided for the laundry area and be within 10. 4 - 5'x 0.131' nails toenall six feet of the intended Iocatiion of the appliance. This circuit shall have no other outlets. 3 - 3' 14 gage staples away from buildings at 5% slope for minimum 10'. Swale as required. 10. 2 - I6d common 0 1/2' x 0.1629 Ii. Dimensions noted "clear" or "clr" are minimum required dimensions and must be accurately 3 - 3"x 0.131' halls end null 1 3 - 3' 14 gage staples face nall 4. Double studs I6d (31/2' x 0.1351 at 24' ac. 27. Jack rafter to hip 3' x 0.131' nail at 8' oc. face nail I APPROX. LOG. OF 3'14 gage staple at8'oc. toenail 10. Double top plates I6d 0 1/2' x 0.1351 at Ib' oc. 5. SEPTIC SYSTEM, 3' x 0.131' nail at 12" oc. trical face nail MAY U 3 2016 3' 14 gage staple at 12' oc. face nail Double top plates 8-16d common ('31/2' x 0.1629 28. Roof rafter to 2-bg ridge beam 12 - 3' x 0.131' nails lap slice 1 1 12 - 3' 14 gaglet staples toenail II. Blocking between joists or rafters to top plate 3 - 6d common (2 1/2' x 0.131') hardware finish to be as selected by owner. Key all exterior doors alike. FINISH CARPENTRY 3 - 3' x 0.131' nails toenail L J / 3 - 3' 14 gage staples face nail 12. Rim joist to top plate 6d (2 I/2' x 0.1311 at b' oc. canter at edges, 6 Inches at Intermmediate supports for roof sheathing. 24. Joist to band joist 3' x 0.131' nail at 6' oc. toenail 3. 3' 14 gage staple at b" oc. face nail 13. Top plates, laps and htersectlons 2 - I6d common (31/2' x 0.1621) 30. Ledger strip 3 - 3' x 0.131' nulls face nall A) Interior trim and millwork. 3 - 3' 14 gage staples face nail 14. Continuous header, two ploces, I6d common 0 I/2' x 0.1621 16' oc. olorg edge 15. Ceiling joists to plate 3 - 8d aomnon (2 1/2' x 0.1319 Subfloor, roof and wall sheathing (to franhgl 5 - 3' x 0.131' nails toenail 5 - 3' 14 claer, staples G) Hanging interior doors. ib. Conthuous header to stud 4 - 8d common (21/2' x 0.131') toenail rl. Cellhg joists, imps over partitions 3 - Ibd common (31/2' x 0.1621 minimum, All sum board seams to be to ed Texture walls and ceilin s with li ht knockdown finish (see Section 2306.10.4.1, Table 2308.10.4.0 Table 2308.10.4.1 / 4 - 3" x 0.131' nails face nail 4 - 3' 14 gage staples I. All work on this project shall conform to the 2013 editions of the CRC,, GBG, CFC, CPG, GMC, I. A ground fault circuit interrupter (6FCi) is required for all 120 volt receptacles installed in 3 - I6d common 01/7' x 0.1621 minimum, CEG and 2013 California Energy Code and any other applicable county and/or city codes and (see Section 2308.10.4.1, Table 2308.10.4.1) bathrooms, garages, accessory buildings, outdoors, in unfinished basements, under -floor areas, FLOOR ordinances. 4 - 3' x 0.131' nails laundry, utility and kitchen countertops and within 6' of a bar sink. 2. Written dimensions are to be used, do not scale drawings. 2. Electrical contractor to verifyl all fixture and device locations with Owner. 3. Specific information on the drawing differing from these notes shall apply. 3. Electrical contractor shall pre -wire for telephones and T.Y. outlets. 4. The contractor shall verify site conditions and their correlations with the drawings. 4. Smoke detectors shall be provided in compliance with local building code as shown on drawings, 5. In the event certain features of the construction are not fully shown on the drawings or called EER direct wire w/ battery backup, 2 - 3' x 0.131' nails for in the notes, then their construction shall be of the some character as for similar conditions 5. Electrician shall install all built-in appliances. (CRAVE.. SPACE): that are shown or called for and shall be approved by the architect. 6. Provide 110 V outlet and a swiitched light in crawl space within 25' of HVAC unit for service. 6. The drawings represent the finished structure. Unless otherwise indicated, they do not indicate 1. Provide minimum 200 amp electrical service. I6d common (31/2' x 0.162') the method of construction. 8. In the kitchen, dining room, or similar area of a dwelling unit, the two or more 20 -ampere small 1. All exterior walls to be 2x4 studs at 16" ox.. U.N.O. All interior walls to be 2x4 studs at 16" o.c. 3" 14 gage staples appliance branch circuits required shall serve all receptacle outlets and receptacle outlets for 24. Built -p girder and beams U.N.O. 0 5H. OPERABLE refrigeration equipment. Counter top receptacles shall be provided with a min. of two small 8. Bedroom window finished sill height to be 44" maximum at egress windows. 028 appliance branch circuits. Cl. All exhaust fans, gas ranges, and clothes dryers to be vented to outside. Cl. One outlet on a separate 20 amp circuit must be provided for the laundry area and be within 10. Finish grade and finish floor elevations to be field set. Drainage around all structures is to be face nail at ends and at each splice six feet of the intended Iocatiion of the appliance. This circuit shall have no other outlets. 3 - 3' 14 gage staples away from buildings at 5% slope for minimum 10'. Swale as required. 10. Metal water pipe and other metol piping that may become energized to the service equipment Ii. Dimensions noted "clear" or "clr" are minimum required dimensions and must be accurately 3 - IOd common (3' x 0.148') shall be bonded. 1 maintained face nall 1 CONNECTION FASTENING"' LOCATION 18. Ceiling Joists to parallel rafters 3 - I6d common 01/7' x 0.1621 minimum, WALLS (see Section 2308.10.4.1, Table 2308.10.4.1) Table 2306.10.4.1 FLOOR R-11 4 - 3' x 0.131' nails face nail ( 4 - 3' 14 gne staples FURNACE 19. Rafter to plate 3 - 8d common (2 1/2' x 0.131') AFUE (see Section 2306.10.1, Table 2308.10.1) 3 - 3' x 0.131' nails toenail 2. 3 - 3' 14 gage staples SEER 20. 1" diagonal brace to each stud and plate 2 - 8d common (21/2' x 0.131') EER 12.0 2 - 3' x 0.131' nails face nail I. Kitchens must have at least fifty percent of the installed wattage as high efficiency luminaries. 3 - 3' 14 gage staples (CRAVE.. SPACE): 21. 1' x 6' sheathing to each bear 3 - 8d common (2 1/2' x 0.1311) face nail 22. Wider than I' x 8' sheathing to each beer 3 - 8d common (2 I/2' x 0.131") face nail 23. Bullt-T corner studs I6d common (31/2' x 0.162') 24' oc. U -FACTOR 3' x 0.131' nails 16,0.0. 0.30 3" 14 gage staples 116' oc. 24. Built -p girder and beams 20d common (4' x 0.1421) 32' of.. 0 5H. OPERABLE 0.34 3" x 0.131' hall at 24" ac. face nail at top and bottom staggered 028 3.14 gage staple at 24' oc. an opposite sides 053 2 - 20d common (4' x 0.1421) 0 5L. &L. DR. 0.32 3 - 3' x 0.131' nails face nail at ends and at each splice prominent 3 - 3' 14 gage staples 25. 2' planks I6d common (31/2' x 0.1621 at each bearing 26. Collor tie to rafter 3 - IOd common (3' x 0.148') All waste lines shall have a continuous fall of 1/4" per foot inside the building. 1 4 - 3' x 0.131" nails face nall 1 4 - 3114 gage staples 27. Jack rafter to hip 3 - IOd common 03' x 01481) z I APPROX. LOG. OF 4 - 3' x 0.131' nails toenail I. All permanent outdoor luminaries attached to the building must be high efficiency or controlled 4 - 3' 14 gage staples 5. SEPTIC SYSTEM, 2 - I6d common 0 I/2' x 0.162') 51DEWALK5 AND AT LEAST 50' FROM THE NEAREST STORM DRAIN INLET. ALL TRASH MUST BE COLLECTED AND STORED PROPERLY. DO NOT LET ITEMS SUCH A5 DRYWALL MAY U 3 2016 3 - 3" x 0.131" nails face nail 6. 3 - 3" 14 gage staples 28. Roof rafter to 2-bg ridge beam 2 - I6d common 031/2' x 0.I629 C 1 1 3 - 3' x 0.131' nails toenail 1 PROVIDE STRAW 1 3 - 3' 14 gage staples hardware finish to be as selected by owner. Key all exterior doors alike. FINISH CARPENTRY 2 - Ibd common (3 In' x 0.1622) 8. L J / 3 - 3" x 0.131' nails face nail Privacy locks to be provided at Master bedroom and all bathroom doors. 3-3'14 gage staples canter at edges, 6 Inches at Intermmediate supports for roof sheathing. 24. Joist to band joist 3 - I6d common 01/2' x 0.162') ROLLS FOR SITE 3. 4 - 3' x 0.131' nails face nail -I pl 4 - 5214 gage staples 30. Ledger strip 3 -I6d common (31/2' x 0.1620) Each door to be provided w/ door stop. A) Interior trim and millwork. 4 - 3' x 0131" halls face nail 4 - 3' 14 gage staples, 31. Wood structural panels and particleboard" 1/2' and less 6d'r Subfloor, roof and wall sheathing (to franhgl 2 3/6' x 0113' nail' BE DEVELOPED TO INSURE THE CONTINUED EFFECTIVENESS OF YOUR BMP'5. 13/4' 16 gage' G) Hanging interior doors. 1IORO�OSED 14/32' to 3/4' 8d' or 4 1 25/6'x0.113'nail" All sum board seams to be to ed Texture walls and ceilin s with li ht knockdown finish D) Installation of manufactured items not specifically noted to be installed by others. 2' Ib gager / 7/8' to I' Be !�I 11/6' to 1114" IOd' or 8d' Single Floor (combination subfloa-underlcymmemt 3/4' and Less 6d' to framho 1/8' to is Be 11/6' to 11/41 lOd' or 8d' Tr II. Provide arc fault interrupter breaker at the main panel for all bedroom circuit outlets. 12. All dimensions are to face of stud, face of concrete, or face of masonry, unless otherwise 12. Arc -fault circuit -interrupter protection to all 120 volt, single phase, 15 and 20 ampere branch noted. circuits supplying outlets in5tol1cd in dwelling units shall be protected by a listed arc -fault circuit interrupter, combination type installed to provide protection of the branch circuit. ?Includes ENERGY NOTES lights, receptacles and smoke detectors. 13. Tamper-resistant receptacles: All 125 volt, single phase, 15 and 20 ampere receptacles shall I. All exterior doors and windows shall be weather stripped. be listed tamper resistant receptacles. 2. All joints and penetrations in exterior walls, floors, and ceilings shall be caulked and sealed. 14. Bathroom receptacle outlets shall be supplied by at least one 20 -ampere branch circuit. Such 3. Exhaust fans and fan systems to have backdraft damper control. circuits shall have no other outlets. 4. Shower heads and faucets shall be certified by the G.E.G. 15. Fixtures, lamp holders and receptacle outlets shall be securely supported. A fixture that weighs 5. All gas appliances shall have an intermittent ignition device. more than 6 pounds or exceeds 16" in any direction shall not be supported by the screw shell of 6. Insulation: Malls 2x4 R-15 ( R-13 min.), Attic R-30, Floors R-14. Interior sound insulation to be 3 the lamp holder. Outlet boxes shall not be used as the sole support for ceiling 1/2" sound butts, typical at bedroom, laundry room and bathroom walls. (paddle) fans. 1. Exterior windows, and doors with glazing, shall have permanent NFRG levels attached, U -valves 16. Receptacles installed in wet or damp locations must be listed weather -resistant type. of doors or windows shall meet Title 24 calculations. BUILDING -LEVEL VERIFICATIONS: 0 IAQ MECHANICAL VENTILATION COOLING 5Y5TEM VERIFICATIONS: 0 MINIMUM AIRFLOW 0 VERIFIED EER 0 REFRIGERANT CHARGE 0 FAN EFFICACY WATT5/CFM HVAC 015TRIBUTION SYSTEM VERIFICATIONS: 0 DUCT SEALING 0 LOW -LEAKAGE AIR HANDLING UNIT DOMESTIC HOT WATER SYSTEM VERIFICATIONS - 0 NONE E5TIMATED GON5T. DATE5 0 START: 2/2016 0 END: 8/2016 GONTAOT INFORMATION OWNER: LISA 4 LARRY BANKS 2x60 BUTTERFLY LANE, CHI CO, GA 45428 PHONE: (530) 510-4541 BUILDER: OWNER/BUILDER ENERGY INSULATION: 4 WINDOW NOTES WINDOW NOTES I. A minimum of I high efficiency luminare shall be installed in each bathroom, and all other lighting ROOF R-30 (w/ RADIANT BARRIER) WALLS R-15 (R-13 MIN) 5/8" 8d' FLOOR R-11 1 MECH: ( 1 FURNACE Doors, windows, and shower doors within hazardous areas to be impact resistant glass. Gypsum board to be painted with primer coat prior to texturing. AFUE 0.42 25/32' No. II gage rooF�q nail" AIR GOND. 2. All glass less than 18" above adjacent walking surfaces or within 24" radius of door jambs in SEER 14.0 No. lb staple' EER 12.0 1 DUCT'S I. Kitchens must have at least fifty percent of the installed wattage as high efficiency luminaries. 1 1 (CRAVE.. SPACE): R-6 4 WATER HEATER: 0.62 / OAS 2. High efficiency luminaries must be switched separately from low efficiency luminaries. WINDOWS: 0 i TYPE U -FACTOR SH 64 0 FG. 0.30 0.33 0 SL. OPERABLE 0.34 02cl 0 5H. OPERABLE 0.34 0.31 0 05. OPERABLE 028 0.18 0 FR. DR. 053 0.65 0 5L. &L. DR. 0.32 0.32 81L1f=U111_F=1E=r HNUIEK PROJECT SCOPE TO CONSTRUCT A NEW 3 BEDROOM RESIDENCE CODE ANAL"'r5t5_. CODE 2013 GRG, 2013 G , 2013 C&BC OCCUPANCY R-3 / U USE 51NOLE FAMILY / PRIVATE &ARA6E CONST. V -B RE-51DENTIAL SPRINKLER SYSTEM 8. Title 24 Installation Certification form GF -61R shall be posted prior to issuance of Certificate of PERMANENT INTERIOR LUMINARIE5 Occupancy. 4. Ducts to be constructed per G.M.G. Insulate all ducts in unconditioned space with R-6.0 minimum Genera I : Insulation. I. High efficiency luminary fixtures must not contain a medium based screw type incandescent 10. Water heating equipment shall be certified by the G.E.G.. Water heater energy factor to .62 socket. minimum. Pipe within 5'-0" of the water heater (in unconditioned space) shall be insulated with R-3 2. A manual -on occupant sensor must not have an always on feature. 1 1 1 1 I I insulation. 3. All sensors (indoor and outdoor) are to let the luminaries they control run for no longer than 30 I I 11. Mechanical equipment energy rating: AFUE=.42 for the furnace, 5EER=14.0, EER=12.0 for the minutes. Gond. unit.. 4. All recessed luminaries in ceilings must be approved for zero -clearance insulation cover, 1 I 1 12. All windows to be IowE2 dual glazed with vinyl frames. electronic ballast, and air -tight. 1 I I LOT 5b 1 13. Lamps used in luminaries for general lighting in kitchens and bathrooms shall have on efficiency I I I NL04 Ac. of not less than 40 lumens per watt (usually fluorescent). LoundrgRoomsUtilitRooms and 6oraes: 14. Provide insulation certificate prior to final inspection.1. A11 permanent interior luminaries must be high efficiency and controlled by a occupancy sensor. I p 15 This buildin incor orates a Radiant barrier see roof fromin Ian for more Information 9 p 9 P Bathrooms I I v I 6�IN6 4 WINDOW NOTES WINDOW NOTES I. A minimum of I high efficiency luminare shall be installed in each bathroom, and all other lighting 1 I/2' or less 6d' (NJ X I 1 5/8" 8d' A) Cleats and hook strips: Pine. B) Closet shelves Ixl2 particle board. installed in each bathroom shall be high efficiency or controlled by occupancy sensor. 1 Install metal edge at all exposed exterior corners. Gut all openings for outlets, switches etc., score $ knock -out method will not be used. ( 1 I. Doors, windows, and shower doors within hazardous areas to be impact resistant glass. Gypsum board to be painted with primer coat prior to texturing. 4. Casing trim, Gleats, etc.: Apply with appropriate size nails countersunk and filled. All materials 25/32' No. II gage rooF�q nail" 6. 2. All glass less than 18" above adjacent walking surfaces or within 24" radius of door jambs in Kitchens: 1 No. lb staple' I d PLUMB INQ 1 closed position shall be fully tempered. I. Kitchens must have at least fifty percent of the installed wattage as high efficiency luminaries. 1 1 The drawings are schematic and indicate the systems and equipment to be used. Plumbing TRASH BARS ACROSS THE BACK OF ALL DRAIN INLETS. 4 3. All window frames to be set in full bed of mastic. Lap building wrap over window flange except 2. High efficiency luminaries must be switched separately from low efficiency luminaries. 1 0 i - _ - of other trades, and shall confirm the location of and install sleeves and hangers so that work at sill. at 3. Wattage for incandescent luminaries is determined by the maximum rating of the fixture. I of other contractors is not delayed. OR 51DEWALK. (STRAW OR EROSION BLANKETS MAY BE USED FOR TH15 APPLICATION) STREET NUMBERS All Other Rooms: Install gate valve at service entrance to building. The systems shall be properly balanced by the Mechanical contractor. I All flashing shall be 26 ga. gaiv. Iron unless otherwise noted. Prime paint to match adjacent 1. Provide a identification number at each unit not less than 4" in height and which is I. All permanent interior luminaries must be high efficiency, or controlled by a manual -on occupant by dimmer. I construction. I Waste and soil lines shall comprise a complete sanitary stem from each fixture to, and p p y y s prominent sensor, or controlled a �E���tR1�t�7E ALL PAINT, FUEL, CONSTRUCTION PRODUGT5 ETC. SHALL BE STORED IN A COVERED LOCATION WAY easily visible from vehicular and or pedestrian traffic. All waste lines shall have a continuous fall of 1/4" per foot inside the building. 1 v 5. 1 1 Outdoor:1 4. z I APPROX. LOG. OF 1 DOOR AND HARDWARE NOTES I. All permanent outdoor luminaries attached to the building must be high efficiency or controlled I 5. SEPTIC SYSTEM, 0 51DEWALK5 AND AT LEAST 50' FROM THE NEAREST STORM DRAIN INLET. ALL TRASH MUST BE COLLECTED AND STORED PROPERLY. DO NOT LET ITEMS SUCH A5 DRYWALL MAY U 3 2016 by a motion sensor and photocell. 1. For roof sheath applications, 8d nails (2 1/2' x 0.113') are the minim r fired for wood structural Is. P am 6. r-1�(E) SUPPORTS 4 B/R / 1. All exterior and interior door hardware to be as selected by owner. Exterior and interior C 1 1 1. I I RE51DENCE 1 PROVIDE STRAW 1 RAINFALL OR STORM WATER RUNOFF. hardware finish to be as selected by owner. Key all exterior doors alike. FINISH CARPENTRY n. For roof sheathing applications, fasteners spaced 4 Inches on center at edges, 6 Inches at Intermediate supports. o. Fasteners spaced 4 Inches on center at edges, 8 inches at intermediate supports for subfloor ad wall sheathing ad 3 Inches on 8. L J / 0 2. Privacy locks to be provided at Master bedroom and all bathroom doors. U canter at edges, 6 Inches at Intermmediate supports for roof sheathing. to outside air. ROLLS FOR SITE 3. Provide 1 1/2 pair butts per door. I. Perform all work necessary and required for finish woodwork including, but limited to: -I pl mechanical unit on concrete pad. Confirm size and location. �O CONTAINMENT 1 4. Each door to be provided w/ door stop. A) Interior trim and millwork. 111 (E) GONG. PAD 0 1 Q B) Similar assemblies of finish wood. BE DEVELOPED TO INSURE THE CONTINUED EFFECTIVENESS OF YOUR BMP'5. V G) Hanging interior doors. 1IORO�OSED 1 I All sum board seams to be to ed Texture walls and ceilin s with li ht knockdown finish D) Installation of manufactured items not specifically noted to be installed by others. 1 / 1 5 82RE51PENCE Elcu till' -4 11/2" / 1 / I - on 1 0 � 1 I I 6RAVEL i _ i U F I DRIVE I r CONCRETE/ APPROX. LOG. L_ JJ PAINT WA5HOUT OF (E) WELL . 1 � r'W GRAVEL DRIVE OF (E) WELL APPROX. Loc.1 DRIVE ON ADJACENT PROPERTY 1 r 9 P I. Fire-sto in shall be provided to cut off all concealed draft openings (both vertical and 6. Approved backflow prevention devices shall be provided on hose bibs. I pl) 9 p1. 5 owers an to shower combination shall e provided within ivi uo control valves of the 1 horizontal) and shall form a barrier between a top story and roof space, and in the following pressure balance, thermostatic, or combination pressure balance/thermostatic mixing value type. 1 \ 1 7 Specific locations: I PROVIDE STRAW A) In exterior or interior stud walls, at ceilings. \- ROLLS FOR SITE B) In all stud walls and partitions, including furred spaces, so placed that the maximum NI MUM ER05I ON AND 5ED I MENT GONT ROL5 FOR 1 a dimension and any concealed space is not over 10 feet. PRO.IEGTS D I STUR�3I NG LE55 THAN ONE AGKL 1 i A tin 1 t' t 'f' II t' d b h h 1 f h ft' 00m r: M 00 ko 0 rn c CONNECTION gyp r 9 9 typical U.N.O. 2. Materials: I/2' or less 6d' 2. Install mold resistant board at all wet areas. 5/8" 8d' A) Cleats and hook strips: Pine. B) Closet shelves Ixl2 particle board. 33. Fberboard sheathhgl 3. 4. Install metal edge at all exposed exterior corners. Gut all openings for outlets, switches etc., score $ knock -out method will not be used. 3. All millwork shall be fabricated and assembled from measurements taken at the site. 5. Gypsum board to be painted with primer coat prior to texturing. 4. Casing trim, Gleats, etc.: Apply with appropriate size nails countersunk and filled. All materials 25/32' No. II gage rooF�q nail" 6. Fasteners shall conform with GBG table 102.3.5 and shall be applied in such a manner as not to bd commas nail 01 I/f' x 01317 shall be applied to solid backing orapplied with appropriate fasteners. pp 9 pp ppro p 1 No. lb staple' fracture the face paper with the fastener head. Fasteners shall be spaced a minimum of 3/8 PLUMB INQ 1 1. Inch from edges and ends. All edges and ends shall occur on the framing members, except those edges and ends which I. The drawings are schematic and indicate the systems and equipment to be used. Plumbing TRASH BARS ACROSS THE BACK OF ALL DRAIN INLETS. are perpendicular to the framing members. a. Defamed shank (6d - 2' x 0113". 8d - 2 V2' x 0.131". IOd - 3' x 0,148'). contractor shall verify clearances, shall lay out and coordinate the plumbing work with the work 1 0 STABILIZE ALL DISTURBED SOILS IN THE FRONT YARD AREAS WITHIN 15' OF THE BACK OF CURB of other trades, and shall confirm the location of and install sleeves and hangers so that work 1 FLASHINQ7 responsibility for adequately heating and cooling the building. of other contractors is not delayed. OR 51DEWALK. (STRAW OR EROSION BLANKETS MAY BE USED FOR TH15 APPLICATION) 5C 2. Install gate valve at service entrance to building. The systems shall be properly balanced by the Mechanical contractor. I. All flashing shall be 26 ga. gaiv. Iron unless otherwise noted. Prime paint to match adjacent 3. All fixtures shall be supplied with hot and/or cold water, waste and vent piping as required. 1 1 3. construction. Waste and soil lines shall comprise a complete sanitary stem from each fixture to, and p p y y s 2. Flash and counter -flash at ail roof/wall connections. connected with the waste system. I ALL PAINT, FUEL, CONSTRUCTION PRODUGT5 ETC. SHALL BE STORED IN A COVERED LOCATION WAY 4. All waste lines shall have a continuous fall of 1/4" per foot inside the building. 1 FIRE STOP NOTES 5. Gleonouts shall be placed to service waste system in accordance with applicable codes and 1 25/32 -inch shaathing. Panel supports at 116 Inches (20 Inches F strength axis in the long direction of the panel, unless otherwise 4. best lumbin radices 0 5 82RE51PENCE Elcu till' -4 11/2" / 1 / I - on 1 0 � 1 I I 6RAVEL i _ i U F I DRIVE I r CONCRETE/ APPROX. LOG. L_ JJ PAINT WA5HOUT OF (E) WELL . 1 � r'W GRAVEL DRIVE OF (E) WELL APPROX. Loc.1 DRIVE ON ADJACENT PROPERTY 1 r 9 P I. Fire-sto in shall be provided to cut off all concealed draft openings (both vertical and 6. Approved backflow prevention devices shall be provided on hose bibs. I pl) 9 p1. 5 owers an to shower combination shall e provided within ivi uo control valves of the 1 horizontal) and shall form a barrier between a top story and roof space, and in the following pressure balance, thermostatic, or combination pressure balance/thermostatic mixing value type. 1 \ 1 7 Specific locations: I PROVIDE STRAW A) In exterior or interior stud walls, at ceilings. \- ROLLS FOR SITE B) In all stud walls and partitions, including furred spaces, so placed that the maximum NI MUM ER05I ON AND 5ED I MENT GONT ROL5 FOR 1 a dimension and any concealed space is not over 10 feet. PRO.IEGTS D I STUR�3I NG LE55 THAN ONE AGKL 1 i A tin 1 t' t 'f' II t' d b h h 1 f h ft' 00m r: M 00 ko 0 rn c CONNECTION FASTENING4' LOCATION 32. Pamei siding (to franhg) I/2' or less 6d' WATTLES INSTALLED PROPERLY BEHIND CURB OR SIDEWALKS 5/8" 8d' b. Nails spaced at b hcFmes on center at edges, 12 Inches at Intermediate supports except b Inches at supports where spans are 48 33. Fberboard sheathhgl I/2' N0.11 gage roofing nall" 0 ROCK BA65 (MINIMUM 2 PER SIDE) AT ALL DRAIN INLET LOCATIONS WITHIN 150' OF THE PROJECT 6d common nail (2' x 0.113') Inches or more. For nailhg of wood structural panel and particleboard diaphragms and sheer walls, refer to Section 2305. Nabs No. ib gage staple' HEATIN6,COOLING AIR CONDITIONING 25/32' No. II gage rooF�q nail" � bd commas nail 01 I/f' x 01317 No. lb staple' INTERNAL FILTERS PLACED INSIDE EACH DRAIN INLET. 34. Interior paneling V4' 4d] d. common (bd - 2' x 0.113'; 8d - 21/2' x 0131', IOd - 3' x 0.1481). 1. 3/8' 6d" 0 G ny o er oca Ions no sped ica y men lone a Ove, sue as o es or pipes, s a Ing, behind furring strips and similar places which could afford a passage for flames. THEBMPS, (BEST MANAGEMENT PRACTICES) LISTED BELOW MUST BE IN PLACE DURING THE RAINY 2. Penetrations of rated assemblies shall be fire -stopped.. Fire stopping shall be an approved SEASON (OCTOBER 15 THROUGH APRIL 15) AND MAY BE REQUIRED AT OTHER TIMES BASED ON HEATHER material as prescribed by the State Fire Marshall. AND 51TE CONDITIONS THROUGH THE YEAR. THE BMP'S LISTED ARE MINIMUM REQUIREMENTS AND ADDITIONAL BMP'S COULD BE REQUIRED BASED ON SITE CONDITIONS. VENTILATION 0 STABILIZED ENTRY: PROVIDE MINIMUM 3' TO 6' FRACTURED ROCK 50' LONG x 15' WIDE BY b" 1. Provide attic ventilation at areas with attic. Venting to be at a ratio of 1:300. For ventilation DEEP OVER CONSTRUCTION &RADE FABRIC. calculations refer to the roof framing plan. Gover vents with 1/4" corrosion resistant wire mesh. ° ALL SOILS TRACKED ONTO PAVED ROADWAY5 MUST BE GLEANED UP ON A DAILY BASIS. WHEN 2. Provide galvanized vents at areas with crawl space, see foundation plan for vent size and STREETS ARE WET OR DURING A RAIN EVENT THERE SHALL BE NO TRACKING OF SOILS ONTO THE STREET Ln For sl: 1 Inch = 25.4 mm. a. Common or box nails are permitted to be used except where otherwise stated. location. Venting to be at a ratio of 1:150. Locate vents close to corners and on at least two opposite sides to provide cross ventilation. Cover vents with 1/4" corrosion resistant wire mesh. ° WATTLES INSTALLED PROPERLY BEHIND CURB OR SIDEWALKS b. Nails spaced at b hcFmes on center at edges, 12 Inches at Intermediate supports except b Inches at supports where spans are 48 0 ROCK BA65 (MINIMUM 2 PER SIDE) AT ALL DRAIN INLET LOCATIONS WITHIN 150' OF THE PROJECT Inches or more. For nailhg of wood structural panel and particleboard diaphragms and sheer walls, refer to Section 2305. Nabs HEATIN6,COOLING AIR CONDITIONING SITE. � for wall sheathing are permitted to be carman, box or casing. c. Gammon or defamed shank (bd - 2' x 0.113'• 8d - 2 I/2' x 0.131'.10d - 3' x 0.148'). ° INTERNAL FILTERS PLACED INSIDE EACH DRAIN INLET. Ln d. common (bd - 2' x 0.113'; 8d - 21/2' x 0131', IOd - 3' x 0.1481). 1. The heat loss and heat gain of the air conditioned portion of the building shall be determined by 0 TRASH BARS ACROSS THE BACK OF ALL DRAIN INLETS. C> a. Defamed shank (6d - 2' x 0113". 8d - 2 V2' x 0.131". IOd - 3' x 0,148'). a licensed heating and air conditioning contractor or engineer. Such person shall assume all 0 STABILIZE ALL DISTURBED SOILS IN THE FRONT YARD AREAS WITHIN 15' OF THE BACK OF CURB `-r f. Corrosiarresiste nt siding (6d -17/8' x 0.106'; 8d - 2 3/8' x 0.128') or casing (6d - 2' x 0044'; 8d - 2 I/2' x 0.113') nail. g. Fasteners spaced 3 Indies on center at exterior edges and b inches on center at intermediate supports, when used as structural responsibility for adequately heating and cooling the building. OR 51DEWALK. (STRAW OR EROSION BLANKETS MAY BE USED FOR TH15 APPLICATION) 5C sheathing. Spachg shall be 6 inches on center on the edges and 12 tithes on center at intermediate supports for nonstructural 2. The systems shall be properly balanced by the Mechanical contractor. 0 5TABILIZE ALL SLOPES WHERE EROSION COULD OCCUR AND CAUSE SILT RUN OFF. (5TRAW, applications. 3. It shall be the responsibility of the Mechanical contractor to verify in the field that registers, VISQUEEN OR ER05ION BLANKETS MAY BE USED FOR THI5 APPLICATION) m h. )n resistant roofing nails with 7/16 -inch -diameter head and I U2 -inch length for 1/2 -inch sheathing and 13/4 -inch length for 25/132-Inchducts, etc. are not located so as to cause subsequent damages to structural members in the 0 ALL PAINT, FUEL, CONSTRUCTION PRODUGT5 ETC. SHALL BE STORED IN A COVERED LOCATION WAY N I. Corrosion -resistant staples with nominal 1116 -Inch crownad I Winch length for In-hch sheathing and 11/2 -inch length for framing. FROM 51DEWALK5 AND STORM DRAIN INLETS. BUTTE 25/32 -inch shaathing. Panel supports at 116 Inches (20 Inches F strength axis in the long direction of the panel, unless otherwise 4. All electrical disconnects, service wiring and conduit shall be made by the Electrical contractor. 0 PORTABLE CHEMICAL TOILETS IF PROVIDED ON THE 51TE MUST BE KEPT OFF OF STREETS AND COTJNTY � marked). J casting Q 11/2' x 00809 or finish p 11/2' x 00727 naps spaced 6 troches on panel edges, 12 Inctmes at Intermediate supports. k Panel supports at 24 Inches. casing or finish nails spaced b inches on panel edges, l2 inches at intermmediate supports. 5. Gontrol devices and their installation shall be by the Mechanical contractor. Provide R/A grille with filter. 0 51DEWALK5 AND AT LEAST 50' FROM THE NEAREST STORM DRAIN INLET. ALL TRASH MUST BE COLLECTED AND STORED PROPERLY. DO NOT LET ITEMS SUCH A5 DRYWALL MAY U 3 2016 L + 1. For roof sheath applications, 8d nails (2 1/2' x 0.113') are the minim r fired for wood structural Is. P am 6. All HYAG registers 4 diffusers to have adjustable dampers. J p MUD BOXES, PAINT BUGKET5, GLEANING MATERIAL CONTAINERS ETC. COME IN CONTACT WITH ANY )EVEEOPMENT C m. Staples shall have Immm crown width of 7/116 inch. 1. Provide dual 5etbock thermostats. RAINFALL OR STORM WATER RUNOFF. Q ' n. For roof sheathing applications, fasteners spaced 4 Inches on center at edges, 6 Inches at Intermediate supports. o. Fasteners spaced 4 Inches on center at edges, 8 inches at intermediate supports for subfloor ad wall sheathing ad 3 Inches on 8. All exhaust fans to have backdraft damper and a minimum of 50 cfm on intermittents stem. Vent p y 0 PROVIDE A DE516NATED AREA FOR CONCRETE WASHOUT. HAY BALES LINED WITH VISQUEEN MAY ;ERVICES g- oaq 81 U canter at edges, 6 Inches at Intermmediate supports for roof sheathing. to outside air. BE USED FOR THI5 APPLICATION. ROLLAWAY BINS MAY ALSO BE USED. ALL CONCRETE WASHOUT .S p. Fasteners spaced 4 Inches on center at edges, a Maines at htermedlate supports. Provide mechanical unit on concrete pad. Confirm size and location. SYSTEMS SHALL BE PLACED OFF OF THE PAVED STREETS. Q 0 AFTER INSTALLATION OF THE ABOVE ITEMS 15 COMPLETE A MAINTENANCE PROGRAM NEEDS TO Q BE DEVELOPED TO INSURE THE CONTINUED EFFECTIVENESS OF YOUR BMP'5. V !�I Tr \\ DRIVE CONTAINMENT i %` \ I \ 1 1 BUTTERFLY LAME TO BELL �- - - - - - - - - - - - ROAD PERMIT BUTTE C0UNT7D1=PNENT9FRMES REVIEWED FOR CODUOMPRY LIAWnAlm 05. - 51TE PLAN SCALE: I" = 20'-0" REVISION5 # DATE 4/14/2016 w - 0) d Q � Ln W 0) w Q � UO RQ q _U �1y �U Date: (/14/2016 Drawn: KRH Job No.: 15-107 I I I I I SHEAR LEOEND LINE NUMBER n (�) 5PAGIN6 OF Ibd NAILS AT GRID A: SILL OF SHEARWAI..LS - � SILL NAILING: Ibd SINKER 5PAGIN6: IG," O.G. AT 5N) 5PAGIN6 OF Hl/A35/RW CONN. AT HI: (1) PER TRU55 BLOGKIN6/TRU55 TO TOP PLATE A35/RBG: 48" O.G. SEE DETAILS FOR OCCURRENCE T.P. SPLICE: 8-Ibd NUMBER OF Ibd NAILS AT EACH 51DE OF EA. TOP PLATE SPLICE NOTE: UNLESS NOTED OTHERWISE, SILL NAILING SHALL BE Ibd AT 16" O.G., A35 OR RW SHALL BE 48" O.G., TOP PLATE SPLICES SHALL BE 8-I6d TYPICAL U.O.N., HI CONNECTORS SHALL BE INSTALLED AT EACH TRU55 5HEARNALLS MARK DE50RIPTION EDGE ,�,� NAILING FIELD ,�,�,� NAILING FOOTNOTES I 3/8" GDX PLYWOOD 6" O.G. 12" O.C. 103 S.F. �� 8d COMMON NAILS 2 3/8" GDX PLYWOOD 411 O.G. 12" O.G. 02 8d COMMON NAILS 3 3/8" COX PLYWOOD 3" O.G. 12" O.G. oa 8d COMMON NAILS a ALL NAILS SHALL BE COMMON WIRE NAILS UNLE55 OTHERW15E NOTED. SHEARWALL MARK - SEE SCHEDULE 3 L=4' -On LENGTH OF 5HEARWALL SHEARWALL PLAN 5HOW5 MINIMUM SHEARWALLS FOR COMPLIANCE WITH STRUCTURAL DESIGN. ALL WALL5 REGEIVIN6 PLYWOOD SHALL BE FULLY SHEATHED TO ACCOMODATE INTERIOR/EXTERIOR FINI5HE5. NAIL 51ZE5 PLAN GALLOUT USE NAIL DIMENSIONS Sd (COMMON) SHEARWALL NAILING 0.13I" x 2.50" 8d (COMMON) ROOF 5HEATHIN6 0.131" x 250" IOd (COMMON) SHEARWALL NAILING 0.148" x 3.00" Ibd (SINKER) SILL NAILING 0.14811 x 325" Ibd (SINKER) TOP PLATE SPLICE 0.148" x 325" GENERAL NOTES FASTENERS IN PRESERVATIVE AND FIRE -TREATED WOOD SHALL BE HOT DIPPED ZING -COATED GALVANIZED STEEL OR 5TAINLE55 STEEL. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL 5PAGIN6 15 LE55 THAN 6 INCHES O.G. 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 EDOE5 SHALL BE STAGGERED. TABLE FOOTNOTE -5 @VERTICAL FRAMING MEMBERS AND BLOCKING LOCATED AT ADJACENT PLYWOOD PANEL EVC -C-5 SHALL BE NOT LE55 THAN 3 x NOMINAL WIDTH MEMBER. PLYWOOD JOINT NAILING SHALL BE STA66ERED AT ALL EDCE5. GENERAL 5TRUGTURAtL NOTE5: Wall framing shall be as follows: Walls designated as 2 x 6 shall be 2 x 6 DF#2 and BTR at Ib" o/c. Top plates may be HF unless otherwise noted on plans. Walls designated as 2 x 4 shall be 2 x 4 DF#2 and BTR at IG," o%. Top plates may be HF unless otherwise noted on plans. Refer to 01/5-1.2 for typical wall framing elevation, and other typical framing information. Framing contractor shall be familiar with the information depicted on this detail prior to commencing work in the field. Strap top plates at penetrations in accordance with detail 06/5-1.2. Strap all beams to top plates in accordance with detail Trimmers: Provide full width bearing under all headers, beams and girder trusses typical unless noted otherwise. Trimmer width shall match wall framing unless noted. All members shall receive no less than one 2 x trimmer. More stringent requirements on the Drawings will supersede these notes. Kingstuds: All framed openings shall have minimum one 2 x kingstud. Provide minimum (2) 2 x kingstuds at all holdown locations, and at openings greater than b feet in width. Where height of wall framing exceeds C!' -O", provide minimum (2) 2 x kingstuds at each side of ail openings. More stringent requirements on the Drawings will supersede these notes. Refer to detail 10/5-1.2 for typical kingstud installation. Headers at 2 x 6 bearing walls shall be 6 x 12 DF#I, typical unless otherwise noted on plans. Headers at 2 x 4 bearing walls shall be 4 x 12 DF#2 typical unless otherwise noted on plans. Interior, non-bearing walls shall have minimum headers as follows: 6 x 6 DF#I at 2 x 6 walls, 4 x 6 DII at 2 x 4 walls. Where multiple openings occur adjacent to each other, frame each opening with its own header, trimmers) and kingstud(s). Continuous headers are only permitted where specifically noted and detailed. 5HEA"ALL NOTE5: Kin studs: All studs which receive holdowns shall be minimum 2-2x, typical unless otherwise noted on the Drawings. As designated by the shearwall schedule, specific shearwall types require minimum 3 x framing at adjoining plywood panel edges. Refer to shearwall schedule and plans for locations of 3 x framing. Install all straps and hoidowns in accordance with manufacturer's specifications. Refer to detail 041/5-2.1 for holdown installation. Minimum shearply is depicted on Drawings. As necessary for proper installation of doors, windows and exterior finishes, framing contractor shall sheath all non -sheared areas on each wall plane receiving shearply with shearply matching the adjacent shearwall thickness. Nail with fasteners at 6" o/c edge, and 12" o% in the field. t FRAMING LEGEND —� 512x4 WALL CONST. STD. 2x6 WALL GON5T. INSULATED WALL CRIPPLE FRAME XXXXXXXXX ATOP PLATE CONT. FRAME TO BOT. OF SCISSOR TRU55 1 l I I 3'-0" 48'-0" 14'-0" I n n 12'-0" 121-0" 121-0" 1:21-011 2 13 -O 6X6 P � Sl ... ........ .... .. ..._ ..- ........ .... _....... ........ . _. ._............_. ....... _ .. .._......... ..._ l 20'-8" 61_011 , 6'-8" 14'-8" 4. COV. PATIO ' 8' _/�n I'—q" 11 -/'II 5'-4n -V G 6. �1 Q GRID D: A35- 48" O.G. T.P. SPLICE- 8-I6d ?,'9 L=4'-0" 2+'�ry�y�` ,, L=5'-5" _ _ _ �rykL=5'-q° TEMP. SILL NAILING- Ibd s� _ _ —Q — 80610 5 .6L. DR. I 4 �� �� HB AT 24" O.G. AT 5.N). — — — _ 305 5H. 0 — — 60610 5 .6L. DR. JJ.__._ x ll D H ry-- DINING ROOM I ; FREE STANDING c� WOOD STOVE, EGRESS I I CARPET I INSTALL PER DOOR M5TR. BEDROOM MFR'S SPECS T -G 6. - ' CARPET DHEARTH I �I' I r I I ;in +42" SNACK BAR 3N 0I I I; - I-- I LIVING ROOM q' -o" I 0 GG,. � v �I o3 2 N - QV ICIG 6HEN I CARPET011 i- A- Ia VINYL A 14'1 5'-0" 6'-0" 8'-411 '-8" a PHU I I A 4 m I RANGE ' J 2868 2870 .0. = 15" MIN. I 4 w/ HOOD REF. I CII BRK. — I Ln ----- DBL. 5H s P. II L — — — — _ _ _ _ Ira i — — — = — — LINEN MSTR. 4 TB 2'-0 3'-4" 4 I OL05ET BATH GG,. 2468 VINYL m 1 n 1rri 1 11 I II I II 1 n 6-0 r n n 8 4 i 2 -0 3 -8 it 3 -4 GRID G: _ BEDROOM #2 2'- " IG," ; '- p ATTIC - 57"x5 WR., I GOND. I RBC- 48" O.G.J 6. d I 1 PAIN Y AC-� — — J ,a �� � TI TO + I I UNIT I L=14'-0" A35- 48" O.G. CARPET a SHELLS T rt DBL. 5H. d P. >' _`T VER R. I I T.P. SPLICE- I1 -1 d tr aQi,� B Q ! b", 1 o QBL 5H. P. _ - EN 6 — — VTI — — —[31 50 GAL. 6A5 -FI D I� wry'` o `�',.y+�` o 4 `i F + TILE a W D WATER HEATER 0 +18 N +44" MAX. SILL N SINK — c,, RAISED PLATFORM, O m " m HEIGHT; ABOVE 7'1, X66 — FRAME WALL , ro —1 — PROVIDE P/T VAL AND , I I 2868 36 MIN 8 2" a BELOW 4x BM. I -A w I DISCHARGE TO 0.., I/2 LITE FIN. FLOORVENT � - Q ; Q LNDRY I L' I FLUE THRU ROOF, moVIDE SEISMIC STRAPS 1413 `y I STOOP i VINYL II o 24" _ 2 6 DR5 z i NOTE: FURNACE DUCTS IN THE GARAGE 60 TUB/SHWRArTH 2 2 �8 ,o +� AND DUCTS PENETRATING THE WALLS OR TILE TO +6'-0" ' G 6. # W/ 50 10 11767. c RAISED >' PLATFORM I CEILINGS SEPARATING THE DWELLING FORM OVER MR6B., HALL � 2'-I q'-�" 2'-6" THE S ZA6E SHALL BE CONSTRUCTED OF PROVIDE ROD n I VINYL G 6. - A MINIMUM No. 26 6A6E SHEET STEEL OR FOR CURTAIN PH CARPETCOV. PO GH ' OTHER APPROVED MATERIAL AND SHALL i = iG 6. HAVE NO OPENINGS INTO THE GARAGE I '� L " GARAGE 6068 15 "MIN. F--------- —� F-----------� I -PASS I — — _ — — - — — — — Q 5/8" TYPE "X1 GYP. BD. AT WALLS 4 -0 V+- 1640 F6. INSULATE 6AiRA6E WALLS_4n 2' On � G I o 4 I I I I I G 2868 I I I I HB -- _ --- -- y q' x i' OR OAR. DR. q' x I' OR 6AR. OR BEDROOM #3 n ! GRID e: 770—IC-7. I ��ti L=10'-0 RBC- 46" O.G. CARPET +44" MAX. SILL T.P. SPLICE- 8-16d HEIGHT ABOVE FIN. FLOOR I ��+n AN- - - - - - - - -- -- ---- 5040 5L. 'y Qj 21'-0" 13'-0" ORIDA:�T-(�) 1l ryry+ L=4'-8" 31_0 •d (�`1 541_ 11 i RBC- 48" O.G. GRID 4: BUM COUNTY DEVELO MEW SERVICES T.P. SPLICE- I bd GRID 2: SILL NAILING- 6d 14'1 RBC- 24" O.G. 10145" 37'-0" RBC- 48" O.G. AT 8" O.G. AT S.W. T.P�SPLIGE-�bd AT D d�0® .���.� E T.P. SPLICE- 8-I6d GRID I: n 4 1( SILL NAILIN6- Ibd RBC- 48" O.G. 5 14 O.G. AT 5.N). 4 3 ®�iTE�J' BY - -- 4 2 AT Ib" O.G. AT S.W. 1 T.P. SPLICE- 8-I6d O T_LOOR 7L1I N 00 NOTE: 1. WINDOWS HEAD AT o BUTTE OO J � � +'P-6" U.N.O. ALE: 1/4" = 1'-0" RESIDENCE: I,7&q S.F. BUILDING 2. VENT FOR THE DRYER EXHAUST DUCT SHALL BE A MINIMUM OF 4" IN DIA., 6ARA&E: 1415.F. DIVISION VENTED TO THE OUTSIDE AND EQUIPPED WITH A BAGKDRAFT DAMPER. COV. PATIO: 372 S.F.GTHMt-op EXHAUST DUCT LENSHALL BE 14' MAX WITH TWO q0° ELBOWS COV. PORCH: 103 S.F. �� REV151ON5 DATE I 4/lq/2016 U'l 1 OL 0 m N .0 0 1L .. V ln,J < O A/ < M� LU L m < Fly � � N Date: I/lq/2016 Drawn: KRH Job No.: 15 -ICI Sheet: of: 11 00 o 00a O rn (y) o Q .0 u� w W a Q U) U)0) L021 < Q wU U 0 Q 0U (r) U U'l 1 OL 0 m N .0 0 1L .. V ln,J < O A/ < M� LU L m < Fly � � N Date: I/lq/2016 Drawn: KRH Job No.: 15 -ICI Sheet: of: 11 L 101-011 L =l I IL . AM MCC RIGHT SIDE ELEVATION SCALE: 1/4" = 1'-0" REAR ELEVATION LEFT SIDE ELEVATION 50&E: 1/4" = 1'-0" 12 41 r7�-- 40 YR. ARCH. COMP ROOF, TYR PERMIT ## ' DTL45 BUTTE C©U - Y ®EVELOPMENT SERVICES REVIEWED FOR CO�O PLIANCE DATE J` 'i BY w UTTE COUNTY BUILDING DIVISION APPROVED REV151ON5 DATE I I 4/19/201b G��SEO ARCy�� * x18693 * R �f9rF CF CA1-\�O���P Q 00 ISI z N 0 N ' 00 a 1L m� o LO Q L l� RE LO m 7 W 1U V 'm � v Lu ¢In w 0) ctl d 0 Ly U Lo ci U 11 ((D O v m U G��SEO ARCy�� * x18693 * R �f9rF CF CA1-\�O���P Date: IM12016 Drawn: KRH Job No.: 15-101 Sheet: of: 11 v Q ISI z II til.., O 1L J Q L l� O 1U V z � v Lu D Lulu j ctl < O � LL Lu � m < z � N Date: IM12016 Drawn: KRH Job No.: 15-101 Sheet: of: 11 v ISI II til.., M --- -- Fl m cu0 SECTION "p" 5 m SCALE: 1/4" = 1'-0" W Y 5 t.0 0 00 M 00 �o cn 0 Itt c a c 0 �o c O Ll I ►a r- 0 ry Lf) c m m m � . J 0 ry Ln Ln .--I 0 C'4" 0 u 0 41a 0 u N DATE n I f�T V.V. V Y It L I I EXPANSION .DINTS IN it SAND OVER 10 41L VB. ACCORDANCE WITH OVER 4" GRA L BASE, I DETAIL (02/2-22), TYP. O SEE DETAIL (01/ 22) ROUGH -IN ROUGH -IN FOR 2 DR. FOR qQ DR. �c I �---- ----r u --------------- 0 E o P S N U �— ROUIN - N ROUGH -IN FOR 2A OR, I FOR 2$ DR. I I I I I N I Q LO O v I I I ROUGH -IN I L FOR qQ DR. m r� m J Is m O4 \b ----05 gZ— 3rs --- � ---- — GRID : s i6 2. 2. AS- I "Ox10" AT '12" .C. AT S.W. Date: 111V2016 Drawn: KRH 21'-0" - - - 13'-0Il - - - - GRID A: Job No.: 15-107 34,- i AS- 1/2"(PXIO" AT Sheet: 32" O.G. AT S.W. f � `.«.v70 Y M. BUILDING COUNTY DIVISION E b ---GRID 2GRID I: 3 APPROVED 4 2 AB 1/2„ Ox10" AT AB -1/2"x10" AT VENTILATION: Q 12” O.G. AT S.W. � '1211O.G. AT S.W. ,Er�vrcEs 11816 / 150 = 12.11 FOUNDATION PLAN OR 12.11 / 0.42 = 28.83 = (2q) V278 14"x6" FOUNDATION VENTS, MIN. WOF SCALE: I/4" = I'-0" of: 11 -1 rw�;p 0 E h P S N U * C 18693 atl N o R Jj9TF OFCm_ `Eo���� N O o@) In Q LO O v O In m r� m ItJ O a 'm 1 N d1 tnrn 4 O W LoLo O 0U \1 mU '12" .C. AT S.W. Date: 111V2016 Drawn: KRH 21'-0" - - - 13'-0Il - - - - GRID A: Job No.: 15-107 34,- i AS- 1/2"(PXIO" AT Sheet: 32" O.G. AT S.W. f � `.«.v70 Y M. BUILDING COUNTY DIVISION E b ---GRID 2GRID I: 3 APPROVED 4 2 AB 1/2„ Ox10" AT AB -1/2"x10" AT VENTILATION: Q 12” O.G. AT S.W. � '1211O.G. AT S.W. ,Er�vrcEs 11816 / 150 = 12.11 FOUNDATION PLAN OR 12.11 / 0.42 = 28.83 = (2q) V278 14"x6" FOUNDATION VENTS, MIN. WOF SCALE: I/4" = I'-0" of: 11 -1 rw�;p ��SED ARCy�j ��G H P S * C 18693 atl R Jj9TF OFCm_ `Eo���� 1[1 O 1 O m O 1 N O DL z O LL < .. � v 0 O Lu 1_.1 0 V m < x Lu '12" .C. AT S.W. Date: 111V2016 Drawn: KRH 21'-0" - - - 13'-0Il - - - - GRID A: Job No.: 15-107 34,- i AS- 1/2"(PXIO" AT Sheet: 32" O.G. AT S.W. f � `.«.v70 Y M. BUILDING COUNTY DIVISION E b ---GRID 2GRID I: 3 APPROVED 4 2 AB 1/2„ Ox10" AT AB -1/2"x10" AT VENTILATION: Q 12” O.G. AT S.W. � '1211O.G. AT S.W. ,Er�vrcEs 11816 / 150 = 12.11 FOUNDATION PLAN OR 12.11 / 0.42 = 28.83 = (2q) V278 14"x6" FOUNDATION VENTS, MIN. WOF SCALE: I/4" = I'-0" of: 11 -1 rw�;p ROOF PLAN SCALE: IV - 1'-0" KEYNOTES - ROOF FRAMING PLAN KEY DE50RIPTION DETAIL 01 0516 STRAP: TRU55 TO TOP PLATE 02 T522 STRAP: TRU55 TO TOP PLATE (OVS-3J) 03 0516 STRAP: BEAM TO TOP PLATE (IIA/5-3.1) 04 0516 STRAP: TOP PLATE SPLICE AT BEAM (118/5-3.1 05 COLLECTOR WITH 0516 STRAP (01/5-3.1) O6 0516 STRAP ATOP ROOF SHEATHING, REFER TO DRAWING FOR EXTENT 07 05165 COLLECTOR f05/5-3.1) ROOF ERAMINO NOTES: I. Provide full width bearing under all headers, beams and girder trusses typical unless noted otherwise. Trimmer thickness shall match width of wall framing unless noted. All members shall receive no less than one 2x trimmer. Refer to drawings for additional information. 2. Roof sheathing shall be 15/32" cdx (32/1(b) nailed atop roof framing members with 8d nails at 6", 12" o/c. Refer to plywood notes on sheet 5-I.I for additional information. 3. Brace trusses per manufacturer's specifications. Do not cut or otherwise alter pre-engineered trusses. 4. Headers, noted as H -XX on the Drawings, shall be framed tight to the bottom of the continuous top plate, unless otherwise noted. Roof beams, noted as RB -XX on the Drawings, shall be framed such that the top of the beam matches top of wall, unless otherwise noted. Where noted as "Flush", the bottom of the floor beam shall match top of wall, unless otherwise noted. 5. Strap all beams to top plates in accordance with detail 6. Hatched areas are California framing - 2x(b DF#2 rafters at 24" O.G. w/ 2x8 DF#2 ridge, typ. U.N.O., brace ail spans over 10'-O". 1. Brace trusses per truss manufacturer's specifications. 8. Bearing walls shown shaded. ATTIC VENTILATION: ATTIC VENTILATION: 3,016/300 = 10.05 / 2 = 5.03 LOW VENTS: 5.03/.31 = 162 N 07) 3 1/2"x22 1/2" SAVE VENTS MIN. HIGH VENTS: 5.03/58 = 6.1 N (q) 12"x12" DORMER VENTS MIN. E-2UILUUNJU UIV1810N ROOF FRAMIN5 FL)�N N/E SCALE: 1/4" = 1'-0" O g � UI REVISIONS DATE I I 41Iq12016 00 N I �I� O g � UI REVISIONS DATE I I 41Iq12016 USED AR AWk��Fcj No. 18693 RENWV 00 Nv N� ��� O M@ Q LO r L v a tin Q� O U) a) LU W (� U Uto �i O d'U RQ x �1 mU USED AR AWk��Fcj No. 18693 RENWV Date: 1/19/2016 Drawn: KRH Job No.: 15-101 Sheet: of: 11 O L v O O LU LU C LU � � O < LU U as m < � � N Date: 1/19/2016 Drawn: KRH Job No.: 15-101 Sheet: of: 11 VENTILATION RATE SUMMARY WHOLE BUILDING 1,1bq S.F. / 100 = 11M S.F. 13 .5.F. x (3 B/R + 1) = 30 S.F. I1,aq + 30 = 41.bq CFM REQUIRED KITCHEN HOOD OVER RANGE MUST BE > 100 CFM. BATHROOM BATHROOM EXHAUST FAN MUST BE > 50 CFM. 6ENERAL NOTES L KITCHENS AND BATHROOMS SHALL HAVE LOCAL EXHAUST FANS VENTED TO THE OUTSIDE. 2. VENTILATION AIR SHALL COME FROM THE OUTSIDE AND MAY NOT BE TRAN5FERED FROM ADJACENT DWELLING UNITS, 6ARAGE5, OR CRAWL5PACE5. 3. VENTILATION INTAKES SHALL BE LOCATED AT A 10 FOOT MIN. AWAY FROM KNOWN CONTAMINATES. 4. VENTILATION SYSTEMS THAT SUPPLY AIR TO HABITABLE SPACES SHALL BE EQUIPPED WITH A MER\/ -b OR BETTER FILTER. 5. FANS USED FOR WHOLE HOUSE AND LOCAL VENTILATION SHALL BE RATED FOR SOUND AND AIRFLOW. A. ALL CONTINUALLY OPERATED FANS SHALL BE RATED AT A MAX. OF 1.0 5ONE. B. INTERMITTENTLY OPERATED WHOLE -BUILDING VENTILATION FANS SHALL BE RATED AT A MAX. OR 1.0 SONE. G. INTERMITTENTLY OPERATED LOCAL EXHAUST FAN5 SHALL BE RATED AT A MAX. OF 3.0 SONE. D. REMOTELY LOCATED AIR -MOVING EQUIPMENT (MOUNTED OUTSIDE OF HABITABLE 5PACE5) NEED NOT MEET SOUND REQUIREMENTS IF THERE 15 AT LEAST 4 FEET OF DUCTWORK BETWEEN THE FAN AND THE INTAKE GRILL. b. VENTILATION SYSTEM CONTROLS SHALL BE LABELED AND THE HOME OWNER SHALL BE PROVIDED WITH INSTRUCTIONS ON HOW TO OPERATE THE SYSTEM. WHOLE HOUSE VENTILATION OPTIONS WHOLE HOUSE VENTILATION REQUIREMENTS MAY BE MET BY THE FOLLOWING: I. A CONTINUALLY OPERATED LOCAL EXHA 15T FAN'S. MULTIPLE FANS MAY BE USED TO MEET THE MINIMUM WHOLE -HOUSE VENTILATION REQUIREMENTS. 2. A CONTINUALLY OPERATED LOCAL SUPPLY FAN. MULTIPLE FANS MAY BE USED TO MEET THE MINIMUM WHOLE -HOUSE VENTILATION REQUIREMENTS. 3. BOTH EXHAU5T AND SUPPLY FANS: EXHAUST AND SUPPLY FAN GFM MAY NOT BE ADDED TO ACHIEVE MIN. CFM REQUIREMENTS. 4. THE VENTILATION REQUIREMENTS MAY BE INTEGRATED INTO THE CONDITIONING SYSTEM USING MODIFIED CFM. RATES FOR INTERMITTENT OPERATION. A CONTINUALLY OPERATED BATHROOM EXHAUST FAN WILL MEET THE WHOLE HOUSE VENTILATION REQUIREMENT FOR THIS PROJECT IF CFM 15 GREATER THAN 52.45. BATHROOM EXHAUST FANS MECHANICAL EXHAUST FANS WHICH EXHAUST DIRECTLY FROM BATHROOMS SHALL COMPLY WITH THE FOLLOWING: I. FANS SHALL BE ENER6Y STAR COMPLIANT AND BE DUCTED TO TERMINATE OUT5IDE THE BUILDING. 2. UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUM1015TAT WHICH SHALL BE READILY ACCESSIBLE. HUM1015TAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO 60 PERCENT. 2015 GREEN CODE COMPLIANCE RE515DENTIAL MANDATORY MEASURES GENERAL PROJECT REQUIRED TO MEET DIVISIONS 4.1-45. 4.1063 SURFACE DRAINAGE TO BE DIRECTED AWAY FROM STRUCTURES SEE SITE PLAN. 4201.1 LOW-RISE RESIDENTIAL 13UILDIN65 SHALL MEET OR EXCEED THE MINIMUM STANDARDS DESIGN REQUIRED BY THE CEG. 4303.1 INDOOR WATER USAGE REDUCED BY AT LEAST 20% BY INDIVIDUAL FIXTURE AND FITTING REDUCTION SEE TABLE AND NOTES IN DRAWINGS. 4.3033 PLUMBING FIXTURES TO MEET REQUIREMENTS OF TABLE 4.3033, SEE NOTE ABOVE. 4.304.1 AUTOMATIC, IRRIGATION SYSTEM CONTROLLERS INSTALLED AT THE TIME OF FINAL INSPECTION SHALL BE WEATHER OR SOIL -MOISTURE BASED. 4.406.1 ANNULAR SPACES AROUND PIPES, ELECTRIC, GABLES, CONDUITS OR OTHER OPENINGS IN PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENT'S BY CL.051N6 SUCH OPENIN66 WITH GEMENT MORTAR, CONCRETE MASONRY OR SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY. 4.408.1 A MINIMUM OF 50% OF THE CONSTRUCTION WASTE GENERATED AT THE 517E 15 DIVERTED TO RECYCLE OR SALVAGE. 4.4062 IF THE LOCAL JURISDICTION DOES NOT HAVE A CONSTRUCTION AND DEMOLITION WA5TE MANAGEMENT ORDINANCE, A CONSTRUCTION WASTE MANAGEMENT PLAN SHALL BE SUBMITTED FOR APPROVAL TO THE ENFORCING AGENCY THAT COMPLIE5 WITH SECTION 4.4062. 4.410.1 AN OPERATIONAL AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OCCUPANT OR OWNER 4503.1 ANY INSTALLED GAS FIREPLACES SHALL BE DIRECT -VENT SEALED -COMBUSTION TYPE. ANY INSTALLED WOOD STOVE OR PELLET STOVE SHALL COMPLY WITH US EPA PHASE II EM195ION LIMITS WHERE APPLICABLE. WOOD STOVES, PELLET STOVES AND FIREPLACES SHALL AL50 COMPLY WITH APPLICABLE LOCAL ORDINANCES. 4504.1 DUCT OPENING AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINC75 SHALL BE COVERED DURING CONSTRUCTION. 45042.1 ADHESIVES, SEALANTS AND CAULKS SHALL BE COMPLIANT WITH VOC, AND OTHER TOXIC, COMPOUNDS LIMITS. 450422 PAINTS, STAINS AND OTHER COATIN65 SHALL BE COMPLIANT WITH VOC, LIMITS. 450423 AEROSOL PAINTS AND COATINGS SHALL BE COMPLIANT WITH PRODUCT WEIGHTED MIR LIMITS FOR ROC, AND OTHER TOXIC, COMPOUNDS. 45042.4 DOCUMENTATION SHALL BE PROVIDED TO VERIFY THAT COMPLIANT VOC, LIMIT FINISH MATERIALS HAVE BEEN USED. 45043 CARPET AND CARPET SYSTEMS SHALL BE COMPLIANT WITH VOG LIMITS. 4504.4 50% OF FLOOR AREAS RECEIVING RESILIENT FLOORING SHALL COMPLY WITH VOC,-EMISSION LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CHP5) LOW -EMITTING MATERIALS L15T OR BE CERTIFIED UNDER RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOOR -SCORE PROGRAM. 45045 PARTICLE BOARD, MEDIUM DENSITY FIBERBOARD (MDF) AND HARDWOOD PLYWOOD USED IN INTERIOR OR EXTERIOR FINISH SYSTEMS OF THE BUILDING SHALL COMPLY WITH LOW FORMALDEHYDE EMISSION STANDARDS. 45052 VAPOR RETARDER AND CAPILLARY BREAK 15 INSTALLED AT SLAB ON GRADE FOUNDATIONS. 45053 MOISTURE CONTENTS OF BUILDING MATERIALS USED IN WALLS AND FLOOR FRAMIN6 15 CHECKED BEFORE ENCLOSURE. DO NOT ENCLOSE WALL OR FLOOR FRAMING WHEN MOISTURE CONTENT EXCEEDS Iq%. 4506.1 ENERGY STAR COMPLIANT EXHAUST FANS WHICH TERMINATE OUTSIDE THE BUILDING ARE PROVIDED IN EVERY BATHROOM. 4507.1 WHOLE HOUSE EXHAUST FANS SHALL HAVE INSULATED LOUVERS OR COVERS WHICH CLO5E WHEN FAN 15 OFF. COVERS OR LOUVERS SHALL HAVE A MINIMUM INSULATION VALUE OF R-42. 450'12 DUCT SYSTEMS ARE SIZED, DESIGNED, AND EQUIPMENT 15 SELECTED U51N6 THE FOLLOWING METHODS: I. ESTABLISH HEAT L055 AND HEAT GAIN VALUES ACCORDING TO ACCA MANUAL J OR EQUIVALENT. 2. SIZE DUCT SYSTEMS ACCORDING TO AGGA 201-17 (MANUAL D) OR EQUIVALENT. 3. SELECT HEATING, AND COOLING EQUIPMENT ACCORDING TO AGGA 36-5 (MANUAL 5) OR EQUIVALENT. N TABLE 43032 FIXnl;E FLOW RATIM MAARM- FLOW RATE AT > 20 PERCENTMDUCTION FLOW RATE MAXIMUM FLOW RATE AT > 20 PERCM REDUCTION 5howerheacis 25 qpm a 60 psi 2 qpm o 60 psi Lavatory faucets residential 22 qpm o bO psi 15 gpm o 60 p912 Kitchen facets 22 gpm a bo psi IB qpm • b0 psi Gravity tank type water closets Ib gallons/flnh 126 gollons/flush' Flushometer tank water closets Ib gallons/flush 126 gallons/flush' Flushometer valve water closets Ib gallons/flush 128 gallons/flush' Electromechanical hydroulic, water closets Ib gallons/flush 128 gallons/flush' Urinals IA gallons/flush 5 gallons/flush I. includes single and dual flush water closets with an effective flush of 128 gallons or less. 5ingie "sin toilets - The effective flush volume shall not exceed 128 gallons. The effective flush volume Is the average flush volume when tested in accordance with A -%t A112.1012332. Dual flush toilets - Th eeffective flash volume shall not exceed 126 gallons. The effective flush volume is defined as the composite, average flush volume of two reduced flushes and one full flush. Flush volumes will be tested in accordance with A5ME A112.141.2 and A5NE A112.101.14. 2. Lavatory faucets shall not have a flow rate less than OB qpm at 20 psi. TABLE 4.3033 STANDARDS FOR PLUMBING FI)MMS AND FIXTURE FITTIN66 REQUIRED STANDARDS Water closets (toilets)41ushometer valve -type single CURRENT VOC, LIMIT flush, maximum flush volume ASME A 112.M2/05A 845.1-128 gal (4B U Water closets (collets)-flushometer valve -type dual ASME A 112.Iq.14 and U5. EPA WaterSense Tank-T!pe High-Efficlency Toilet flush, maximum flush volume Specification -128 I (4B U Water Closets (toilets) - tank U.S. EPA WaterSense Tank-TWe HIgh-EI'Mclarg Toilet Specification Urinals, maximum flush volume ASME A 112.Ig2/CSA 845.1 - OS gal OA U 5ubfloor adhesives A5ME A 112.101.19 (vitreous china) Urinals, nonwater urinals ANSI ZI24.q - 2004 or IAPMO Z124.11 (plastic) Residential bathroom lavatory sink facets: 50 Maximum flow rate -15 qpm (t? UmW ASME A 112.18.1/65A 6125.1 TABLE 4504.1 ADHESIVE VOC LIMIT12 Less Water and Less Exempt Compounds in brans per Liter ARCHITECTURAL APPLICATIONS CURRENT VOC, LIMIT Indoor carpet adhesives 50 Carpet pad adhesives 50 Outdoor carpet adhesives 150 Wood Flooring adhesives 100 Rubber floor adhesives 60 5ubfloor adhesives 50 Ceramic tile. adhesives 65 VCT and asphalt the adhesives 50 unroll and panel adhesives 50 Cove base adhesives 50 WItIpurpose wretrvction adhesives 10 Structural glazing adheshres 100 5 le roof membrane adhesives 250 Other adhesives not speclitic-alIq listed 50 SPECIALTY APPLICATIONS 350 PVC welding 510 CPVG welding 440 AB5 welding 325 Plastic cement welding 250 Adhesive primer for plastic 550 Contact adhesive 80 Special purpose contact adhesive 250 Structural wood member adhesive 140 Top and trine adhesive 250 SUBSTRATE SPECIFIC APPLICATIONS 250 Metal to metal 30 Plastic foam 50 Porous material (except wood) 50 Wood Flooring adhesive 30 Fiberglass 80 1. If an adhesive b used to bond dissimilar substrates together, the adhesive with the highest VOG content shall be allowed. 2. For additional Information regarding methods to measure the VOC content specified in this table, we South Coast AM Quality Management District We 1166. TABLE 45042 SEALANT VOC LIMIT Less Water and Less Exempt Compounds in Grans per Liter SEALANTS CUIMYT VOC LIMIT Architectural 250 Marine deck 760 Nornembrane roof 300 Roadw 250 Single -p roof membrane 450 Other 420 SEALANT PRIMERS 50 Architectural - Napourous - Penman 250 T15 Plastic cement welding 500 Adneslve primer for plastic 760 Contact adhesive i50 TABLE 45045 FORMALDEl?rDE LIMITS' Moftu m Formaldehyde Emissions in Parts per Million PRODUCT EFFECTIVE JjI, 2012 Hardwood pirood veneer core OAS Hardwood h)wood composite core 0.05 Particleboard O.Oq Medium dery fiberboard 0.11 Thin medlun density fiberboard- 0.13 I. values In this We are derived from those specified by the California Ar Resources Board, Ar Toxics Control Measure for Composite Wood as tested in accordance with ASTM E 1333-016 (2002). For additional information, see California Code of Regulations, Title 17, Sections 013120 through 013120.12. 2. This medium density fiberboard has a maximum thickness of 8 mm. TABLE 45043 VOC CONTENT LIMITS FOR ARCHITECTURAL 00ATI155:1" Grans of VOC per Liter of Coating, Less Water aid Less Exempt Compounds in Grans per Liter COATING CATESORY EFFECTIVE VI/2011 Flat coatings 50 Nonflat coatings 100 NonNat-high gloss coatings 150 speclalcodings 51NOLE OUTLET RECEPTACLE Aluminum roof coatings 400 Basement specialty coatings 400 Bituminous roof coatings 50 Bituninmous roof primers 350 Bond breakers 350 Concrete "ring compounds 350 Concrete sealers 100 Driveway sealers 50 Dry fog coatings 150 Faux finishingcoat 350 Fire resistive coat 350 Floor coatings 100 Form -release compounds 250 6raphic arts coat (sign paints) 500 High temperature coat 420 Industrial maintenance coatings 250 Law solids coatings' 120 Magnesite cement coatings 450 Mastic texture coatings 100 Metallic gaff ed coatings 500 Multicolor coatings 250 Pretreatment wash primers 420 Primers, sealers, and underaoaters 100 Reactive penetrating sealers 350 Recycled coatings 250 Roof coatings 5o Rust preventative coatings 250 Shellacs - Clear - Oma 130 550 5pecIQ14 primers, sealers, and umdercoaters 100 Stains 250 Stone consolidates 450 Swimming pool coat 340 Traffic making coatings 100 Tub and tile refinish coatings 420 Hdarproofing membranes 250 Wood coatings 275 Wood preservatives 350 Zinc -rich primers 340 A ELECTRICAL SYMBOLS ® OVERHEAD INCANDESCENT LIGHT U.O.N. REGE55ED INCANDESCENT LI6HT U.O.N. 4' (4) TUBE, FLUOR. FIXTURE d TV ® TELE GABLE TV JACK TELEPHONE JACK $ 51NOLE OUTLET RECEPTACLE N- 4' (2) TUBE, FLUOR. FIXTURE -* 6A5 OAS STUBOUT DUPLEX RECEPTACLE m o HALL -L -MOUNT INCANDESCENT LIGHT U.O.;N. a ® GAT 6 COMPUTER NETWORK JACK =Alt 1/2 HOT RECEPTACLE 4 ®F M TF' BY TI°ESE SYMBOLS DENOTES FLUOR. FIXTURE x=====C SURFACE MOUNTED FLUORESCENT FIXTURE p THERMOSTAT FOURPLEX RECEPTACLE m FAN AND LIGHT LLj SINGLE, THREE, FOUR 4 FIVE POLE SWITCHES ® EF EXHAUST FAN $ 61`1 DUPLEX RECEPTACLE iA/ GROUND FAULT INTERRUPT DIRECTIONAL 5POTLIC-HT 4 DIMMER 5WITGH -*EF SINGLE UNIT EXHAUST FAN 4 LIGHT �O 220V 220V DUPLEX RECEPTACLEDIRECTIONAL 0U FLOOD LIGHT q PUSHBUTTON 5WITGH - 6ARA6E DOOR 0 IIOV IIOV SMOKE DETECTOR =€�U UNDERGOUNTER RECEPTACLE To""= CHIMES PUSHBUTTON 5WITGH -DOORBELL ®IIOV IIOV SMOKE DETECTOR w/ CARBON MONOXIDE SENSOR O FLOOR OUTLET ` EMER6ENCY LIGHT Fi FUSED 220V DISCONNECT 0 60 6ARBA&E DISPOSAL A 00 GOY. PATIO \ 6FI r F _-1] II x 11.1 6Fi i DINING ROOM , I TELE TV> M5TR. BEDROOM \ 4TV � I PENDANT I . ' FAN LIGHTS (3) I LIGHT / F I 4 FAN 1 F p GFI F / ROOM 'KITCHEN TYING ' L , ---- ►KITCHEN 6Fi` I / F F F F d IIOV D / O 6FI I ► ► i -- ► IIOV ' ® O EF I I y' nN F F REF. 00 F=== I ----- F _--_0 01_ _ 1fl------- MSTR. CLOSET ►Z4 ILI i I - 6FI ► � I N � F � I /� / ` I PY - F COND. #2 A UNIr 25------------ p LIGHT I ► ENTRY GFI +la" +Ia" +011 ------ --o --- 6A5 OF 6FI 6FI 4 FA�^ I yy p ry E ® - F� 220�V TELE IIOV� IIOV LNDRY 6A5 ► \ \ SUBPANEL 0 I_ - J / +Ib" ` ex�ernpt of Y pOG ser liter of coating, including water and Including I \ ' CONTROLS �I compound +Ia" F 2. The specified limits remain in effect unless revised limits aro � I BATH #2 ( � i I DB. +Ib" „ 6Fi listed in subsequent columns in the table I _ +la 3. Values in this table are derived from those spealfled by the EF HALL I 6FI I \`` _� _ - 6FI California Ar Resources Board, Architectural Coatings Suggested I I Control Measure, February I, 2008. More Information Is available - - , \ ► o MGOY., ► from the Air Resources Board. I O PORCH F I. WP I 6FI \ F o \ I S O o SEE WHOLE HUE VENTILATION - - - - - - - - ' I I � ► NOTE ABOVE, UNDER "VENTILATION/ HP ► GARAGE RATE SUMMARY" FOR FAN REQUIREMENTS AT THIS BATH a i 6FI +dh =1' \ r - - - - - - , F - - - - , FIMAIN - - - - - - - - - - - - - \, ---------=--- TVIIOV IGFI \ I I I ( ELECT VLIGHT .\ `� , ( j MAIN e"N' FAN 6F) BEDROOM #3- `�-- F BUTTE COUNT BUILDING I)'VISIO NOTE: VED SMOKE DETECTORS AND SMOKE DETECTORS PERMIT # p�L�rj WITH CARBON MONOXIDE SENSORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE BUTTE COUNTY `DE�V/ELQPMENT SERVICES ACTIVATION OF ONE ALARM WILL ACTIVATE REVIEWED FORr� ALL OF THE ALARMS IN THE INDIVIDUAL UNIT E�, EGTRI C/AL PLAN C®D �OMPLIAIVC SCALE: 1/4" = 1'-0° DA BY REY1510N5 DATE I 4/lq/2016 G��SED ARCy�rF Awkiy s * N . 18693 R ��9TF OF, CAl t.n 0 m O N O DL 0 LL .. L LU O V 3: V L ` Ck LU q LU LL W Ck < MU LU m < �► O x V Date: 1/Iq/2016 Drawn: KRH Job No.: 15-101 Sheet: O of: 11 0 O ( "1 N U N 0 N- m o a ,c v�1 IA m w m LLj QLO �rn WQ ULo 0 0U \J mU G��SED ARCy�rF Awkiy s * N . 18693 R ��9TF OF, CAl t.n 0 m O N O DL 0 LL .. L LU O V 3: V L ` Ck LU q LU LL W Ck < MU LU m < �► O x V Date: 1/Iq/2016 Drawn: KRH Job No.: 15-101 Sheet: O of: 11 014100 DESIGN DATA 02 25 00 EXISTING MATERIAL ASSESSMENT Code used: 2013 California Building Code 1. 4.505.3 Building materials with visible signs of water damage shall not 2-8d common, toenail each end 2" subfloor to joist or girder be installed. Wall and floor framing shall not be enclosed when the Floor loading: Live load - 40lbs/square foot 16d sinkers at 16" o/c framing members exceed 19 percent moisture content. Moisture Dead load -12lbs/square foot Stud to sole plate content shall be verified in compliance with the following: Partition dead load - 5lbs/square foot - Joist 16d sinkers at 16" o/c. a. Moisture content shall be determined with either a probe - design only. Blocking between joists or rafters or rafters to top late type or contact -type moisture meter. Rim joist to top plate 8d common at 6" o/c, toenail b. Moisture readings shall be taken at a point 2 feet to 4 feet Roof loading: Live loads: Top plates, lops and intersections from the grade stamped end of each piece to be verified. Typical roof - 20lbs/SF 16d sinkers at 16" o/c alonq each edge c. At least three random moisture readings shall be performed Dead loads: Continuous header to stud on wall and floor framing with documentation acceptable to Typical roof -16lbs/SF 3-16d sinkers, face nail the enforcing agency provided at the time of approval to Composition shingles Rafter or roof truss to plate enclose the wall and floor framing. 1 " x 8" sheathing or less to each bearing 2• Insulation products which are visibly wet or have a high moisture Wind loading: Basic 3 -second gust wind speed (mph) 110 Built-up comer studs content shall be replaced or allowed to dry prior to enclosure in wall Wind importance factor, 1 1.00 16d sinkers at 12" o/c - face nail or floor cavities. Wet -applied insulation products shall follow the Wind exposure category B 2" planks manufacturers' drying recommendations prior to enclosure. Internal pressure coefficient, GCpi +/-0.18 3-1 Od common, face nail Jack rafter to hip Seismic: Seismic importance factor, 1 1.00 Roof rafter to 2 x ridge beam 2-16d sinkers, toenail, or 2-16d sinkers, face nail Mapped spectral response acceleration; 3-16d sinkers, face nail Ss 0.689 03 20 00 REINFORCING STEEL Si 0.247 Site class D Design spectral response coefficients; 1. Reinforcing steel to conform to ASTM A615, including supplement Sl. SDS 0.574 Q All bars shall be new stock deformed bars - grade 40 for #4 bars and SDI 0.314 Jl smaller, grade 60 for #5 bars and larger, typical unless otherwise Seismic design category D noted. Bars to be welded shall conform to ASTM 706. Basic seismic -force -resisting system(s) 2. Details for reinforcing shall conform to Chapter 7 of ACI 318-11. Bearing wall system - plywood shearwalls 3. Bar splices - Concrete - Unless noted otherwise, reinforcement bars to Design base shear See calculations be lapped minimum 40 bar diameters, but in no case less than 24". Seismic response coefficient(s), Cs 0.088 Horizontal laps in adjacent bars shall be staggered 60" minimum. Response modification factor(s), R 6.5 4. Bends in reinforcement shall be in accordance with ACI 318-11. Analysis procedure; Equivalent lateral force procedure 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 014100 FOUNDATION DESIGN DATA 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. 1. Soil design information: Allowable soil design pressures: 7. All reinforcing to be securely wired and properly supported above Continuous footings 1500 PSF ground and away from the form. Grade beams 1500 PSF 8. Where required, bar supports shall be provided as specified in the Isolated footings 1500 PSF "Manual of Standard Practice" published by the Concrete Retaining walls: Reinforcing Steel Institute (CRSI). Active pressure (restrained) 60 PCF 9. All dimensions shown for locations of reinforcing steel are to center of Active pressure (cantilevered) 35 PCF bar unless noted as "clr". "Clr" dimensions are to face of bar and Passive pressure 150 PCF denote clear coverage. Unless specifically noted otherwise, Frictional resistance 0.25 x dead load concrete coverage shall be 3" where concrete is placed directly 2. Minimum footing depth: against earth, and 2" where concrete is exposed to earth but is Bottom of footings shall be located at 12" below top of adjacent against forms. Slabs on grade shall have reinforcing at mid -depth natural grade - see Drawings. unless otherwise noted - refer to Drawing details. 10. Welding of crossing bars and tack welding of reinforcing shall not be permitted. 014113 GENERAL CONDITIONS 1. All work on this project shall conform to the adopted editions of the 03 30 00 CAST -IN PLACE CONCRETE UBC, UMC, NEC and any other applicable County and/or City codes and ordinances. 2013 CBC (Based on 2012 IBC), 2013 CRC (Based on 1. Exposure class for concrete: Negligible exposure. 2012 IRC), 2013 CMC (Based on 2012 UMC), 2013 CPC (Based on 2012 UPC), 2013 CEC (Based on 2011 NEC), 2013 CFC (Based on 2012 IFC), 2. Construction joints shall be prepared to expose clean, solidly 2013 California Green Building Standards Code, and the 2013 Building embedded aggregate over the entire joint interface. Construction Energy Efficiency Standards. joints shall be adequately keyed. Their locations and details, when not 2. Architect shall approve all adjustments to these plans related to the shown on the Drawings, shall be subject to the approval of the Drawings. Architect. 3. Written dimensions are to be used; do not scale these drawings. 3. Concrete placement shall be continuous between construction joints. 4. Specific information on the Drawings differing from these notes shall 4. Unless otherwise shown on the drawings, concrete slabs shall be cast apply in square or rectangular patterns not exceeding 400 SF in area. 5. Provide construction, contraction or weakened plane joints at The Contractor shall verify site conditions, and their correlation with intervals not exceeding Drawing details. Install contraction joints in the Drawings, and shall notify the Architect in writing of any errors, both directions at re-entrant corners. inconsistencies, omissions or discrepancies prior to beginning of construction. The Contractor shall be held liable for the results of any 5. Sleeves, pipes and conduits shall not be placed through continuous or known errors, inconsistencies, discrepancies or omissions that are not spread footings, grade beams or tie beams unless specified and brought to the Architect's attention prior to commencement of work. detailed on plans. 6. In the event certain features of the construction are not fully shown on 6. Conduit shall not be placed in any slab less than 3-1/2 in. thick. If the Drawings or called for in the Specifications then their construction conduit is placed in a concrete slab, its outside diameter shall not be shall be of the same character as for similar conditions that are shown greater than 1/3 the slab thickness. The minimum clear distance or called for and shall be approved by the Architect. between conduits shall be 6 inches. 7. The Drawings represent the finished structure. Unless 7. All exposed corners shall be chamfered 3/4 in. unless noted otherwise. otherwise indicated, they do not indicate the method of construction. 8. Structural steel shapes, tubes and pipes embedded in concrete shall The Contractor shall provide all measures necessary to protect the have a minimum concrete cover of 3 inches clear to earth. structure, workmen and other persons during construction. Such 9. Bottoms of all footings shall rest on firm, undisturbed soil. Minimum measures shall include, but not be limited to; bracing, shoring for depth is noted on Drawings. construction equipment, shoring for the building, forms, and 10. Concrete slabs on ground shall have a minimum thickness of 4". Refer scaffolding. to Drawings for more specific information. 8. All site -work and grading shall be done in compliance with the 11. Concrete slabs on ground required to have a vapor retarder by the Drawings. Where shown on Drawings, elevations, and locations of California Building Code shall be underlain with the following steps in foundation, and heights of foundation walls shall be verified to assembly: A capillary break, consisting of a 4 -inch thick base of 1/2 suit actual proposed and existing conditions. inch or larger clean aggregate placed atop the sub grade, 10 mil 9. Finish grade and finish floor elevations to be per site plan. vapor retarder, minimum 2" granular fill placed atop the vapor 10. Dimensions noted "clear" or "clr" are minimum required dimensions retarder. The granular fill atop the vapor retarder shall not be wet prior and must be accurately maintained. to placing concrete. 11. All dimensions are to face of stud, face of concrete, or face of masonry, unless otherwise noted. 12. Construction shown on these drawings shall in no case deviate from 03 3100 STRUCTURAL CONCRETE the design shown without express written permission of the Architect and/or the local Building official. 1. Foundation element or condition per CBC Table 1808.8.1: 0174 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL Foundations for Group R or U occupancy of light -frame construction, two stories or less in height, assigned to Seismic Design Category D, E, or F (2500psi). 1. Recycle and/or salvage for reuse a minimum of 50 percent of the 2. The minimum 28 day compressive strength of concrete shall be: nonhazardous construction and demolition debris, or meet a local Foundations/pad footings 2500 PSI construction and demolition waste management ordinance, Slabs on grade 2500 PSI whichever is more stringent. Excavated soil and land -clearing debris Walls and columns 2500 PSI are excepted. 2. Concrete proportions shall be determined in accordance with the Where the local jurisdiction does not have a construction and provisions of ACI 318, Section 5.2. demolition waste management ordinance, a construction waste 3. Concrete contractor shall submit a concrete mix design for concrete management plan shall be submitted for approval to the enforcing slabs on ground (prepared by the concrete supplier) to the Architect agency that: for review and approval prior to placing concrete. The mix design a. Identifies the materials to be diverted from disposal by shall employ the use of optimal aggregate size to reduce the recycling, reuse on the project or salvage for future use or water/cement ratio. sale. 4. Portland cement shall conform to ASTM C150. b. Specifies if materials will be sorted on-site or mixed for 5. Concrete aggregates shall conform to ASTM C33 for normal weight transportation to a diversion facility. concrete. c. Identifies the diversion facility where the material collected 6. Nominal maximum size of coarse aggregate shall not be larger than: will be taken. a. 1 /5 the narrowest dimension between sides of forms, nor, d. Identifies construction methods employed to reduce the b. 1/3 the depth of slabs, nor, amount of waste generated. c. 3/4 the minimum clear spacing between individual e. Specifies that the amount of materials diverted shall be reinforcing bars or wires. calculated by weight of volume, but not by both. 7. Water used in mixing concrete shall conform to ASTM C1602. 2. Projects that generate a total combined weight of construction and 8. Admixtures used to increase the workability of the concrete shall not demolition waste disposed of in landfills, which do not exceed two (2) be considered to reduce the specified minimum cement content. pounds per square foot of the building area, shall be meet the 9. Ready mix concrete shall be mixed and delivered in accordance with minimum 50 -percent construction waste reduction requirement in ASTM C-94. item 1 above. 3. Documentation shall be provided to the enforcing agency which demonstrates compliance with item 1 above. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency. 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 A563A, 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. 0610 53 NOTCHING/BORING IN WOOD MEMBERS 1. Bored holes in bearing wall studs shall not exceed 40% of the stud width. Holes in non-bearing wall studs shall not exceed 60% of the stud width. In no case shall the edge of a bored hole be nearer than 5/8" to the edge of a stud. Holes shall not be located in an stud at a 9 Y section with a cut or notch. 2. Notches on the ends of joists shall not exceed one-fourth of the joist depth. Holes bored in joists shall not be within 2" of the top or bottom of the joist, and the diameter of any hole shall not exceed one-third the depth of the joist. Notches in the top or bottom of joists shall not exceed one-sixth the depth and shall not be located in the middle third of the joist span. 3. Notching in exterior walls and bearing partitions shall not exceed 25% of the stud width. Cutting or notching of studs in non-bearing partitions shall not exceed 40% of the stud width. 0610 53 ROUGH CARPENTRY 1. In addition to framing operations normal to the fabrication and erection indicated on the Drawings, install wood blocking and backing required for the work of other trades. 2. Install blocking as required to support finish hardware, such as towel bars, medicine cabinets, lights, etc. Install fire stopping to cut off all concealed draft openings (both vertical and horizontal), and to form an effective barrier between stories and between top story and roof space. It shall be used in specific locations, as follows: • In exterior or interior stud walls, at ceiling and floor levels. • In all stud walls and partitions, including furred spaces, so placed that the maximum distance of any concealed space is not over 10'-0". ■ Around top, bottom, sides and ends of sliding door pockets. • In spaces between chimneys and wood framing, loose non- combustible supports, or a metal collar tightly fitted to the chimney and nailed to the wood framing shall be used. ■ Any other locations not specifically mentioned above, such as holes for pipes, shafting, behind furring strips and similar places which could afford a passage for flames. 3. Structural framing shall be of the grades and species indicated or better (WWPA grading rules). See Drawings for more specific information: a) 2 x joists and rafters DF No. 2 b) Posts in wall framing Match wall framing c) 4 x headers DF No. 2 d) 6 x headers DF No. 1 e) Studs, sills and plates See Drawings f) Blocking and furring HF STD and btr. g) Sills on concrete PTDF h) Misc. framing not noted DF No. 2 4. Anchor bolts: Wood sills for bearing and sheathed walls bearing on masonry or concrete shall be bolted with 1/2" diameter x 10" anchor bolts at 72" o/c. maximum spacing and within 12" of end of each piece. Increase bolt length to 12" at 3 x and 4 x mudsills. Each sill 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 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 1/2" of the edge of the bottom plate on the side(s) with sheathing with nominal unit shear capacity greater than 400pIf for wind or seismic. 5. Bolt holes in wood or steel shall be 1/ 16" larger than bolts. 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 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. 8. Framing hardware shall be Simpson STRONG -TIE or approved equal, with connectors as specified in the latest Simpson catalog. Install connectors with nails and/or bolts as indicated in the catalog. 9. Wall top plates shall have joints at a stud centerline. End joints in double top plates shall be offset no less than 48". 10. Nails used for structural connections other than plywood nailing or manufactured connector installation shall be green vinyl coated sinkers unless otherwise specified on Drawings. Plywood nailing shall be common wire nails, size as specified. 11. Nail holes shall have a pilot hole where necessary to prevent splitting of the wood. 12. Fasteners in preservative -treated and fire -retardant -treated wood shall be of hot dipped zinc -coated galvanized steel, or stainless steel. The coating weights for zinc -coated fasteners shall be in accordance with ASTM A 153. 13. Light gauge connectors in contact with preservative -treated lumber shall be Simpson ZMax or Hot dip galvanized, using only hot -dip galvanized fasteners meeting the requirements of ASTM A153. 14. Cripple walls which have a stud length of less than 14" shall be framed with solid blocking, or braced with 3/8" plywood sheathing nailed to the top plate, studs and sill. 15. Interior non-bearing walls on slabs shall be attached with approved powder -driven fasteners through the sill plate at 32" o/c - refer to Drawing details. 16. Minimum clearance between bottom of floor joists and earth shall be 18". Minimum clearance between bottom of girders and earth shall be 12". 17. All foundation plates, sills and sleepers on concrete or masonry which are in direct contact with earth, and sills which rest directly on concrete and masonry foundations shall be PTDF. 18. Cutting, drilling, or notching of beams, joists or posts shall be permitted only as shown on the drawings or as otherwise indicated in writing by the Architect of record. 0616 00 PLYWOOD SHEATHING 1. GENERAL PROVISIONS a. Identification requirements - each panel shall be identified with the appropriate trademark of the American Plywood Association, and shall meet the requirements of the latest edition of U.S. Product Standard PS -1 or one of APA's Performance Standards. b. Panel thickness, grade and Group number or span rating shall be at least equal to that shown on the drawings. Application shall be in accordance with recommendations of the American Plywood Association. C. Nails at plywood panels shall have 3/8" edge distance and nail heads shall not penetrate face ply. d. Plywood panels shall butt at centerline of single supporting member with edge nailing from each panel into that member. e. No piece of plywood, floor, or wall sheathing shall be less than 12" in least dimension. f. Provisions for penetrations in structural plywood panels shall be as follows: 1. Up to a 4" diameter hole may be drilled anywhere in the panels. If more than one hole is to be drilled at a specific location, the holes shall be spaced no less than 2x the diameter of the drilled hole. In shear panels, it will be considered preferable to locate multiple drilled holes in a vertical orientation relative to one another. 2. Notify Architect of record when considering penetrations other than normal piping, conduits, wiring, etc. and any penetration larger than 4" diameter. g. OSB may be substituted for plywood as long as it bears a stamp indicating the same APA approval and designation as the substituted plywood. h. Diaphragm nailing shall conform to Table 2306.3.1 of the CBC with nomenclature defined as follows: BN = Boundary nailing at diaphragm boundaries, continuous panel edges and at edges of openings. EN = Edge nailing at plywood panel edges. FN = Field nailing at intermediate supports. 2. ROOF SHEATHING a. Panel roof sheathing shall be 15/32" APA SHEATHING EXP 1. Refer to plans for panel index. Install with the long dimension of the panel across supports, except where noted, and with panel continuous over two or more spans. Allow 1/8" spacing at panel ends, and 1/4" spacing at panel edges. Nail with 8d common wire nails at 6", 12" o/c. 3. SUB -FLOORING a. Panel sub -flooring shall be 23/32" cdx APA RATED STURD-I-FLOOR EXP 1. Refer to plans for panel index. Install with long dimension of the panel across supports, except where noted, and with panel continuous over two or more spans. Allow 1/8" spacing at panel ends and 1/8" spacing at panel edges. Glue and nail atop floor joists with l Od ringshank nails at 6", 12" o/c. Glue shall meet APA Specification AFG-01. 4. SHEARWALLS a. Panel wall sheathing shall be 3/8" APA RATED SHEATHING EXP 1 (See Drawings). Nail per Drawings. Allow 1/8" spacing at panel ends and 1/8" spacing at panel edges. 0617 00 STRUCTURAL COMPOSITE LUMBER 1. Structural composite lumber for this project shall be Versa -Lam or Versa -Rim as manufactured by Boise Cascade - grades as noted on the Drawings. 2. Refer to ICC ESR -1040 for additional information. 0617 53 MANUFACTURED TRUSSES 1. Submit plans and calculations to Architect and Building Department prior to installation. 2. Truss details and calculations for roof trusses shall be prepared and signed by a California Registered Civil Engineer substantiating adequacy of trusses to support dead plus live loads. 3. Truss loading: Sloped composition roof: Top chord DL 10.Opsf Top chord LL 20.Opsf Bottom chord DL 8.Opsf Bottom chord LL IO.Opsf A load duration factor of 1.25 may be used for truss design. Bottom chord live load is not concurrent with top chord live load. 4. HVAC equipment loads. At flat roof areas, apply a uniform load of 0.100K/ft for a 6' length at the midspan of the trusses. At pitched roofs, check the top chord of the trusses for a 0.075K -concentrated load in a worst-case location (i.e., truss midspan). 5. Drag loads. Design trusses for in -plane drag loads as noted on structural drawings. 6. Trusses are to be stamped on the bottom chord within 2' of the center span with the name of the manufacturer, the loading criteria, and the allowable spacing. 3100 00 EARTHWORK 1. All earthwork shall be performed in accordance with CBC Section 1804. 2. Refer to foundation plan and details for additional information. 3. Refer to Landscape drawings for finish grading, where applicable. 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. 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. 312316.13 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. 06 0610.13 NAILING SCHEDULE - 2013 CBC - Table 2304.9.1 CONNECTION NAILING Joist to sill or girder 3-8d common, toenail Bridging to joist 2-8d common, toenail each end 2" subfloor to joist or girder 2-16d common, blind and face nail Sole plate to joist or blocking 16d sinkers at 16" o/c Top plate to stud 2-16d sinkers, end nail Stud to sole plate 4-8d common, toenail, or 2-16d sinker, end -nail Double studs ' 16d sinkers at 16" o/c. Doubled top plates Double top plates 16d sinkers at 16" o/c, typical face nail 8-16d sinkers, lop splice Blocking between joists or rafters or rafters to top late 3-8d common, toenail Rim joist to top plate 8d common at 6" o/c, toenail Rim joist or blocking to sill plate 8d common at 6" o/c, toenail Top plates, lops and intersections 2-16d sinkers, face nail Continuous header, two pieces 16d sinkers at 16" o/c alonq each edge Ceiling joists to top plate 3-8d common, toenail Continuous header to stud 4-8d common, toenail Ceiling joists, laps over partitions 3-16d sinkers, face nail Ceiling joists to parallel rafters 3-16d sinkers, face nail Rafter or roof truss to plate 3-16d sinkers, 2 toe nails on one side, and 1 toe nail on oppsite side 1 " x 8" sheathing or less to each bearing 3-8d common, face nail Wider than 1 " x 8" sheathing to each bearing 3-8d common, face nail Built-up comer studs 16d sinkers at 16" o/c, except where noted otherwise Abutting studs at intersecting wall corners 16d sinkers at 12" o/c - face nail Built up girder and beams 20d common at 32" o/c. at top and bottom and staggered 2- 20d common at ends and at each splice 2" planks 2-16d sinkers at each bearing Collar tie to rafter 3-1 Od common, face nail Jack rafter to hip 3-1 Od common, face nail, or 2-6d sinkers, face nail Roof rafter to 2 x ridge beam 2-16d sinkers, toenail, or 2-16d sinkers, face nail Joist to band joist rim joist 3-16d sinkers, face nail PERMIT#9- !/'45 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR COD5 C MPLIANCE DA -I ( BY 13UTTE CO NTY BUILDING DIVISION, OE REVISION DATE: 12-28-15 1 Revisions: Y �pc�c N� I) OD ® CD O Q G� V�1 d� wU 0 UO v a M U G�c,ED AR�jTF A Ilk No. r 1869]3 � REN Ll� I m CA O O Q� l� O U c.� O w U U W � U Q L W W Z LL W Q Jl =5 O � � N Date: DEC 2015 Drawn: F.G. Job no.: 15-I0l II Sheet: II REVISION DATE: 12-28-15 Revisions: G�SED ARCy/lF 18 693 � REN A.B. SPACING NOTED QC O ON DWGS FOR SW SHEARWALL O NOTEI.: *(XX)-ILd ON BOTH SIDES OF O I.BUTT U W � U SPLICES IN DOUBLE TOP PLATE u 12" MAX.2 tu x 4 BLOCKS AT W_ THIS DETAIL APPLIES TO A TYPICAL NON - JOINT IN MUDSILL, 24" c /C SIMPSON DTC QV ENGINEERED WALL LINE CONTRUCTED PER ILd NAILS WHERE OCCURING CLIP AT EACH THE PRESCRIPTIVE DESIGN CRITERIA SET AT IG" O/C 4'-0" MIN. SSTB SIMPSON DTC TRUSS TRUSS BC FORTH BY THE UNIFORM BUILDING CODE. ANCHOR SSTB ANCHOR BCCI AT EACH CONTRACTOR SHALL NOTIFY ARCHITECT OF RECORD PRIOR TO NOTCHING OR DRILLING ANY 2-ILd 2-IGd DOUBLE TOP PLATE SPLICE � F I n n I ,I\ , n n I� , h „' , TOP PLATE AT A STRUCTURAL WALL LINE. ;' Ir, �a, rl� I►, 1a,alr, 1a, It„ }} s1i1 , 0 1) I 1,1,,E I, , I,�, I,,,, 10 �� BUTT SPLICE TRUSS BC - BRACED PER TOP PLATE 4" MIN. 12" MAX. 12" MAX. TRUSS MFR. X Q SPECIFICATIONS I/8" THK x I -I/2" STRAP-i--�2,-�— 1 TYPICAL TOP PLATE BUTT SPLICE WITH MINIMUM 4-I4d NAILS MINIMUM (2) BOLTS AT EACH SIDE OF PENET. i la/4Y IS/4. it PER PIECE OF 1 *(XX) -14d ON BOTH SIDES OF - NOTE: MUDSILL I I TYP. WALL INTERSECTIONS INSTALL 1/2" DIA. x 10" ANCHOR BOLTS AT 12" O/C -----= TYPICAL UNLESS OTHERWISE NOTED. =- -== WALL PARALLEL TO TRUSSES WALL PERPENDICULAR TO TRUSSES + +- -E -h I I + + ILd NAILS 4'-O" MIN. REFER TO PLANS FOR A.B. SPACING AT SHEARWALLS. 1 1 AT IG' O/C WHERE SPACING IS NOTED, NOTED SPACING APPLIES 2-I4d ONLY AT SHEARWALL, REMAINDER OF WALL MAY HAVE A.B.'S AT 12" O/C TYPICAL U.O.N. I I 1 1 �2-IGd APPROVED POWDER DRIVEN EACH PIECE OF MUDSILL MUST HAVE AT LEAST (2) ANCHORS. I 1 ANCHOR BOLTS. ANCHOR BOLTS MUST BE INSTALLED PDPWL-300MG AT 24' 0/C MAX. ' 1 WITHIN 12" OF EACH END OF EACH PIECE. APPROVAL: ESR -2138 HILTI: X -CP 12 P8 AT 32' 0/C MAX. SILL NAILING - WHERE MUDSILL IS NOTCHED MORE THAN 1/2 OF ITS APPROVAL: ESR -2311 IGd AT IG" O/C PIPE PENETRATING WIDTH, PROVIDE ADDITIONAL BOLT AT EACH SIDE TOP PLATE 1 OF NOTCH SIMILAR TO CONDITION AT JOINT SHOWN 1 I ABOVE. REFER TO ANCHOR BOLTS NOTES ON SHEET S-1.1 �', FOR ADDITIONAL INFORMATION. i i TOP PLATE SPLICE AT WALL INTERSECTION NOTE: * REFER TO DWGS FOR NUMBER OF ILd NAILS REQUIRED - 8-I4d 0 y\ SLAB FLOOR WOOD FLOOR THIS DETAIL MAY ALSO BE MIN. PER CBC. NOTE: USED AT SOLE PLATE SPLICE CONDITIONS. DETAIL ABOVE APPLIES TO ALL EXTERIOR WALLS AND ALL GRID LINES DETAILS APPLY TO INTERIOR, NON-BRG, NON-SHEARWALL CONDITIONS WITH SHEARWALLS. IS ANCHOR BOLT PLACEMENT DETAILS o9 WALL ATTACHMENT DETAILS PENETRATION IN TOP PLATE ro3_')IITOP PLATE SPLICE DETAIL o` 5-1.2 REV: 05-11-12 TYPICAL FRAMING -009_A SCALE: NONE 5-1.2 REV: 04-30-13 TYPICAL FRAMING_011—A SCALE: N/A 5-1.2 REV: II—II-11 STRAPPING_045_A SCALE: 1-1/2" = 1'-0" 5-1.2 REV: 04-22-05 TYPICAL FRAMING -001—A SCALE: NONE NOTE: BC(X) CONNECTOR - COLUMN CONNECTOR REFER TO DRAWINGS FOR SPECIAL KINGSTUDS. REFER TO DETAIL 00/0-00 FOR TYPICAL WALL FRAMING AND KINGSTUD NOTES. SEE TABLE 4 x L BCBG/BCL * ALL HOLDOWNS SHALL HAVE MINIMUM (2)2x BEAM - G x L BCL KINGSTUD, THICKNESS TO MATCH WALL THICKNESS. SEE DWGS THESE DETAILS SHALL APPLY, EXCEPT WHERE MORE STRINGENT INFORMATION IS INDICATED ON DRAWINGS. • ' FASTEN TRIMMER TO KINGSTUDS WITH ILd NAILS ° AT IG" O/C, TYPICAL UNLESS OTHERWISE NOTED. ECCQIXX) CON ECTOR - SEE TABLE THISDETAIL ---------- NAIL TOP VS TOGETHER COLUMN CONNECTOR WITH ILd NAILS AT IL" O/C, TYPICAL 4 x G ECCQ4L/ECCQG4* 2-14dH NAILS INTO L x L ECCQGL EAC044 EACH KINGSTUD PROVIDE ADDITIONAL COLUMN - NAILS THROUGH TOP IE SEE OWLS LA D. COLUMN ATOP BEAM - END CONDITION BEAM - SEE DWGS -r---- -------------- HEADER TIGHT TO � TOP E. WHERE occuRlNG TYPICAL FRAMING NOTES ECCQ(XX) CON ECTOR - SEE TABLE THISDETAIL ° KINGSTUD TRUSSES ATOP IE BEAM - TOP IE CUT ° • WHERE NOTED ON DWGS, l8)-ILd NAILS AT REFER TO WALL FRAMING NOTES ON SHEARWALL PLAN. ° i HEADER IS NOT FLUSH TO TOP PLATE PROVIDE ADDITIONAL STUD UNDER TRUSSES EACH SIDE OF SPLICE —GIRDER TRUSS OR STRAP -SEE PLAN UNLESS OTHERWISE NOTED TRIMMERS: BEAM ATOP 12 2-2 x TOP PLATE THAT OCCUR OFF LAYOUT ON STRUCTURAL PLANS FOR SIZE. CSIL MIN. MINIMUM (U 2 x - EXCEPT WHERE OPENING WIDTH EXCEEDS C -O', USE MINIMUM (2)2x TRIMMERS UNLESS COLUMN CONNECTOR OTHERWISE NOTED ON DRAWINGS. _ _ _ _ _ _ _ _ _ TRIMMERS TO MATCH WALL FRAMING WIDTH. 4 x L ECCECCQ4 CQL4 * __ -- _ - KINGSTUDS: L x L ECCQGL FASTEN SINGLE KINGSTUD TO ' '' - -__ MINIMUM (U 2 x - EXCEPT WHERE OPENING WIDTH EXCEEDS HEADER WITH (L)-ILd NAILS ___ - -- ---- ---=- L' -O", USE MINIMUM (2)2x KINGSTUDS UNLESS COLUMN - OTHERWISE NOTED ON DRAWINGS. SEE DWGS HEADER i i ' PROVIDE B F UNDER L MINIMUM 2-2x KINGSTUDS AT HOLDOWN LOCATION WHERE KINGSTUD IS DOUBLED, ' ; INTACT �� .' C FROM C. LOA ABO HEADER - INSTALLED KINGSTUDS TO MATCH WALL FRAMING WIDTH. C. BEAM TO COLUMN -END CONDITION ADD (G)-ILd NAILS THROUGH NOTE: HORIZONTAL i TIGHT TO TOP PLATE WHERE HEIGHT OF WALL FRAMING EXCEEDS SECOND KINGSTUD ' HEADER MAY BE 2-I4d Ph �w0 JOINTS �� ; MIN (2)-2 x KINGSTUD PO FO -FULL DATIO G TO +9'-3/4', USE MINIMUM (2)2x KINGSTUDS REGARDLESS FRAMED TIGHT TO , , ` , WHERE HD OCCURS OF OPENING WIDTH. BEAM - NOTE: BEAM IS TOP le 1 � `�� , T ICAC E _ RE S 0 ADJACENT TO DOOR/ REFER TO DRAWINGS FOR MORE STRINGENT SEE DWGS CONTINUOUS OVER SUPPORT FASTEN KINGSTUDS WITH ILd NAILS AT IL" O/C, TYP. TRIMMER - i i /� DUAl GS FOR ZE WINDOW MI I UM (I)-2 x REQUIREMENTS, WHERE OCCURING. SEE DRAWINGS � � KI STUD EXCEPT A WHERE HD'S ATTACH TO MULTIPLE STUDS, TYPICAL O ERWISE NOTED O THIS STAGGER PLYWOOD EDGE NAILING TO ALL � S ARPLY WHERE OPENING DETAIL AN THE DR WING MEMBERS UNLESS OTHERWISE NOTED ON HEADER SPAN ) G FEET `� ; OCCURING. DRAWINGS. CCQ(XX) CONN CTOR - SEE TABLE THE DETAIL ° MIN. 2-2x KINGSTUD REQUIRED.. � � , � , (2)-2 x SILL 2 PLAN TRIMMER FOR -SEE HER REFER TO SHEAR TRANSFER DETAILS ON SHEET E. PLYWOODT C DITIONS 5-0.0 FOR ADDITIONAL INFORMATION NOT NOTED E STUDS T HERE. i �� H DOWN ASR 'D FOR BEAM TO WALL CONNECTION, REFER Q--- - - - 1 , , , S DRAWI S TO DETAIL 00/0-00 FASTEN SINGLE KINGSTUD TO I ; i ` FOR TYPICAL TOP PLATE SPLICE DETAILING, 0 HEADER WITH (4)-ILd NAILS TYPIC SILL i x CRIPPLE DER REFER TO DETAIL 00/0-00 �!? I NAILINGEXCEPT, � CH END 0 ILL FOR KINGSTUD TO HEADER ATTACHMENT, 1 - 1 HEADER AT SW III AT . ��\ REFER TO DETAIL(S): 00/0-00 O ' r IL" O.C. SIL SW AILING AT SEE PLAN REFER TO NOTES ON SHEET S-1 AND cv COLUMN - WHERE KINGSTUD IS DOUBLED, I NAILING SCHEDULE ON SHEET S -I FOR nSEE DWGS ADD (4)-IGd NAILS THROUGH r 2-I4d i i `� ADDITIONAL INFORMATION NOT NOTED SECOND KINGSTUD i ' ; HERE, C �" HEADERS MAY BE INSTALLED TIGHT TO TOP B. BEAM TO COLUMN FASTEN KINGSTUDS WITH I ILd NAILS AT IG" O/C, TYP. TRIMMER - SEE DRAWINGS PT MUDSILL ' v n "� v' ni SOLID � " � � � BLOCK— i i iii F—RIM JOISTi' SOLID � � BLOCK PLATE, OR WITH CRIPPLES ATOP TO TOP PLATE AS REQUIRED. SEE DRAWINGS. u BEAM - NOTE: BEAM IS NOT I r i i t i , i , UNLESS OTHERWISE NOTED AND DETAILED ON a .SEE DWGS CONTINUOUS OVER ry DRAWINGS PLYWOOD SHEARWALL SHALL START FROM AND FA STEN TO THE PT MUDSILL o SUPPORT �, t � � 2 o n TYPICAL CONDITION -HEADER SPAN OR = L FEET tr.,;ba�<„ ANCHOR BOLTS - $W - 5EE PIAN FOR LNGtH REFER TO DETAIL 00/0-00 FOR ADDITIONAL INFORMATION REGARDING "SOLID BLOCKING" SEE PLANS FOR SIZE AND TYPICAL WHERE CONCENTRATED LOADS OCCUR AT a m FLOOR FRAMING SYSTEM. CCQ(XX) CONNECTOR - TRIMMER - M, REFER TO FDN PLAN FOR SEE TABLE THISDETAIL ° ° SEE DRAWINGS ANCHOR BOLT SPACING WHERE HEIGHT OF UNBRACED FRAMING ° ° AT SHEARWALLS (NO SHEATHING) EXCEEDS f -O", PROVIDE N 2 x BLOCKING SUCH THAT UNBRACED CRIPPLE FRAMING - KINGSTUD LENGTH OF CRIPPLE FRAMING DOES NOT UNDER FLOOR - A EXCEED 4'-0" WHERE OCCURING COLUMN CONNECTOR a 4 x 4 ECCO44 2-ILd NAILS INTO PERMIT# rr Ln 4 x G ECCQ4G/ECCQG4* G x L ECCQGL EACH KINGSTUD BUTTE COUNTY DEVELOPMENT SERVICES F } t O FROM 1LL REVIEWED FOR P u► COLUMN - T 2 x BLOCKING. WHERE REQUIRED BUTTE CO � ( a SEE DWGS *REFER TO SIMPSON CATALOG N� COD OPLI� o A � R � BY CRIPPLE FRAMING HEIGHT. $ FOR CALLOUT r�@ U'�D 6 �lVISIO�E (ONLY AT CRIPPLE WALLS THAT DO , z DAT BY NOT RECEIVE SHEATHING ON AT LEAST ONE FACE) A. BEAM TO COLUMN 002 __ , CONNECTION AT SILL _... .,,.. 002 ��RO��ED u 002 J13 STANDARD FRAMING DETAILS io TYPICAL KINGSTUD DETAILS o1 TYPICAL WALL FRAMING -RAISED WOODFLOOR -ONE STORY p ILL 5-1.2 REV: 12-21-15 TYPICAL FRAMING -003_A SCALE: NONE 5-1.2 REV: 04-20-14 TYPICAL FRAMING -004_A SCALE: 1" = 1'-0" S-1.2 REV: 10-29-10 TYPICAL FRAMING -005_A SCALE: NONE U - REVISION DATE: 12-28-15 Revisions: G�SED ARCy/lF 18 693 � REN Date: DEC 2015 Drawn: F.G. Job no.: 15-101 Sheet: S-102 of: QC O LL O U O U W � U u tu W_ O LL QV < Q ch N Date: DEC 2015 Drawn: F.G. Job no.: 15-101 Sheet: S-102 of: MODEL NO. SHEARWALL - SEE PLAN W SHEARWALL - SEE PLAN N O - IV FOR LENGTH 12 ILO � FOR LENGTH in W pW IL -� EDGE NAIL SHEARPLY 43V E0 F- IL1: OD m�`� O x Q1i- TO ENDSTUD, TYP. ZZ NW SEE DRAWINGS WW wvN M W ILW m Q IL p i/e" S� LU EDGE NAIL SHEARPLY 0Q r -O i zQ =00 OW �O i TO ENDSTUD, TYP. <0 Zd)d) as Q� HDU2 SHEARWALL ENDSTUD - + L 3" + HDU4 1 %" 5/8" 10 SEE PLANS 4.545K HOU5 1 %" 1/8" 14 3" 5.1.45K WHERE DOUBLE 2 x MEMBERS ARE USED FOR KINGSTUD, ANAVINGG REFAME F FOOTING - SEE PLAN + SHEARWALL ENDSTUD - 5.98OK + 1 e " 1/8" 20 REFER TO HD TABLE G.91OK i SEE PLANS NOTE: 4 Y2 " 1.81OK STAGGER E.N. TO BOTH MEMBERS. + 5 �2 + HDUII i 1" 30 1 " 11.1'15K i REFER TO HD TABLE IS A 4x4 10.11OK HDUI4 SDS I/4 x 2.5 SCREWS - CLR. + i SDS I/4 x 2.5 SCREWS - CLR. + 14.445K TOP AND BOTTOM SEE TABLE + i SEE TABLE + _ � � �=1 i � �' m HDU HOEDOWN- i - BOTH MEMBERS AS SHOWN ABOVE. REFER TO PLAN DETAILS: 12/S-2.1, 15/S-2.1 i N SEE PLAN ON DWGS - + SHDU PLAN A + ' SOLID BLOCK UNDER iff PTDF MUDSILL BOTH MEMBERS AS SHOWN ABOVE. o KINGSTUDS TO MUDSILL ALL -THREAD BELOW i EXTENSION 019 HDU HOLDOWN - RAISED WOOD FLOOR i HDU HOLDOWN - SLAB FLOOR oq-)III HOLDOWN TABLE - HDU SERIES COUPLING NUT + o3 INTERIOR BEARING FOOTING - NO SW IS 12 + + + + PTDF MUDSILL I' -O" 572.1 REV: 05-23-12 HOLDOWNS_010-B SCALE: 1" = 1'-0" 5-2.1 REV: 04-20-14 HOLDOWNS_002_B SCALE: N/AS-2.1 REV: 0I-06-13 PERIMETER WOOD -220-A SCALE: 1" = 1'-0" S-2.1 REV: 12-28-15 PERIMETER -WOOD -300-D SCALE: 1" = 1'-0" FOOTING SHEARWALL o NOTE: 4%2" CLR. CLR.4Y2" L%2" CLR. REFER TO FLASHING DETAIL 00/0-00 MODEL NO. FLOOR FA AMING W Op N O - IV 11 /e" 12 ILO � W in W pW IL -� Nu, 43V E0 F- IL1: OD m�`� O x Q1i- � ZZ NW SEE DRAWINGS WW wvN M W ILW m Q IL p i/e" S� LU pm 0Q r -O (—� zQ =00 OW �O NS 0 <0 Zd)d) as Q� HDU2 1 %" 5/8" L 3" 3.015K HDU4 1 %" 5/8" 10 3" 4.545K HOU5 1 %" 1/8" 14 3" 5.1.45K WHERE DOUBLE 2 x MEMBERS ARE USED FOR KINGSTUD, ANAVINGG REFAME F FOOTING - SEE PLAN I 3" 5.98OK HDUS 1 e " 1/8" 20 3 Y2' G.91OK PERIM. FTG. ---------------z---------- • ---------------------------- NOTE: 4 Y2 " 1.81OK STAGGER E.N. TO BOTH MEMBERS. U 5 �2 9.535K HDUII 1 e " 1" 30 1 " 11.1'15K REFER TO TABLE 09/8-2.1 ANCHOR - SEE PLAN WHERE SHEARWALL ENDSTUD IS A 4x4 10.11OK HDUI4 1 %" 1" 3L -1 %4 " 14.315K 5 Y2 " 14.445K TOP AND BOTTOM FOR ADDITIONAL INFORMATION MODEL NO. FLOOR FA AMING W W W SEE SILL NAILING - SEE DWGS 11 /e" 12 BLOCKING SSTB20 %a" 21%' IL FLOOR FRAMING - SSTB24 /e" I_� SEE DWGS OD SSTB28 4 x 4 POST GIRDER 291/x" 241/a" _ SEE DRAWINGS 2x C1.qPPLE 2 x BLOCKING 28-/e" ANCHOR - SEE PLAN FRAM NG i/e" = I I — 14 — I - I I I I SIMPSON BC -40 +°+ TOP AND BOTTOM PT MUDSILL - 2 x EXCEPT -aA = (— — I (—� WHERE NOTED - SEE PLAN FOR __ — — _ — _I z SIZE AND SPACING OF NOTE: ANCHOR BOLTS IF HEIGHT OF STUDS IS LESS THAN 14", PROVIDE SOLID :' PRE -CAST CONCRETE PIER u BLOCKING OR PLYWOOD (1. WITH REDWOOD BLOCKSHEATHING. T IF GREATER THAN 3 CER. + STUDSOR THE SIZE QUIRED REFER TO TABLE 09/S-2.1 r+ WHERE DOUBLE 2 x MEMBERS ARE USED FOR KINGSTUD, ANAVINGG REFAME F FOOTING - SEE PLAN I EXCAVATE FTG ADDITIONAL STORY. z DOWN TO TOP OF U s- PERIM. FTG. ---------------z---------- • ---------------------------- NOTE: " L« . MODEL NO. W W W W NOTE: /e" 11 /e" 12 SSTB20 %a" 21%' IL _ SSTB24 /e" I_� N.G. OD SSTB28 1/e" 291/x" 241/a" _ SSTB34 FOOTING " ` z 341/9" 28-/e" ANCHOR - SEE PLAN REFER TO SPECIFICATIONS BY SIMPSON i/e" = I I — 14 — I - I I I I I—) I I=I I - —_ _— __ = =III ( = (— — I (—� LOCATE APPROX. __ — — _ — _I .. NOTE: FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 45" TO 90" FROMxl :' u (1. i T - 3 CER. II REFER TO TABLE 09/S-2.1 ,I',.'..; WHERE DOUBLE 2 x MEMBERS ARE USED FOR KINGSTUD, x FOOTING - SEE PLAN I IIII NOTE: O U I (=IIII_ NOTE: FOR ADDITIONAL INFORMATION STAGGER E.N. TO BOTH MEMBERS. U ' I— z Lu DEEPEN FOOTING AS REQUIRED -I CONT. >R4 BAR REFER TO TABLE 09/8-2.1 ANCHOR - SEE PLAN WHERE SHEARWALL ENDSTUD IS A WALL FRAMING MINIMUM WIDTH IS 3-1/2" EXCEPT FOR I I —I � I AT SSTB ANCHORS, ETC. 12" MIN. TOP AND BOTTOM FOR ADDITIONAL INFORMATION DOUBLE MEMBER, STAGGER E.N. TO HDUI4, WHICH IS 5-1/2". I � � �_� _ � � �=1 _ I I I—� � �' m TYP. U.O.N. WHERE SHEARWALL ENDSTUD IS A BOTH MEMBERS AS SHOWN ABOVE. REFER TO PLAN DETAILS: 12/S-2.1, 15/S-2.1 N ON DWGS - DOUBLE MEMBER, STAGGER E.N. TO BOTH MEMBERS AS SHOWN ABOVE. 019 HDU HOLDOWN - RAISED WOOD FLOOR HDU HOLDOWN - SLAB FLOOR oq-)III HOLDOWN TABLE - HDU SERIES o6 FLOOR GIRDER o3 INTERIOR BEARING FOOTING - NO SW IS 12 S -2J REV: 08-30-12 HOLDOWNS_OII_B SCALE: I" = I' -O" 572.1 REV: 05-23-12 HOLDOWNS_010-B SCALE: 1" = 1'-0" 5-2.1 REV: 04-20-14 HOLDOWNS_002_B SCALE: N/AS-2.1 REV: 0I-06-13 PERIMETER WOOD -220-A SCALE: 1" = 1'-0" S-2.1 REV: 12-28-15 PERIMETER -WOOD -300-D SCALE: 1" = 1'-0" SHEARWALL NOTE: 4%2" CLR. CLR.4Y2" L%2" CLR. REFER TO FLASHING DETAIL 00/0-00 TYPICAL SSTB/SB - FOR ADDITIONAL INFORMATION. SEE DRAWINGS WRAP ICE AND WATER GUARD INTO EN OPENING CUT FOR VENT. (3) 2 x G I 1-1/2" AT 2 x 4 WALL t I OPENING 4 9-1/2" AT 2 x 4 WALL LINE OF STEMWALL -x -I \ FRAMED WALL BEYOND � I (2) 2 x G DECORATIVE METAL GRATE TYPICAL EASED EDGE FRAMED WALL ABOVE , , I t 10d" CL S AT AT BLOCKING GYPSUM BOARD (2) 2 x L BACKING KINGSTUDS DRIVEWAY SLAB CONCRETE SLAB *SINGLE 2 x L PATIO SEE PLAN TRIMMER C. TYPICAL CORNER - 2 x L WALL D. EDGE OF DOOR OR WINDOW E. ALTERNATE CORNER - 2 x L WALL i RIM JOIST SHEARWALL �, I —I 2 x BLOCKING CLR. 4%2" NOTE:FN''•; ',; E INSTALL SCREENED VENT THRU RI AND FLASHING - I/2" FELT STRIP z I { - = 4 — AT 48" O/C - SECURE WITH 4-ILd NAILS AS SHOWN -- 4y2" CLR. 13L DOWELS TYPICAL SSTB - THESE DETAILS ARE INTENDED TO DEPICT I AT SEE DRAWINGS SSTB LOCATIONS RELATIVE TO TYPICAL FRAMING CONDITIONS. IT SHALL T THE '� ° CER. RESPONSIBILITY OF THE CONTRACTOR TO FOUNDATION OR FRAMED DETERMINE ACTUAL FRAMING CONDITIONS AND r r_ — —_ — _ WALL -SEE DWGS '� PLACE SSTB ANCHORS ACCORDINGLY. NOTE I=111 I=111 = ' OPENING THAT INCORRECT PLACEMENT OF THESE (3) 2 x 4 ANCHORS WILL POSSIBLY RESULT IN THE NEED CONT #4 BAR FOR RETROFIT ANCHORS.TOP AND BOTTOM 12" MIN. REFER TO TYPICAL HOLDOWN INSTALLATION FOR "CLR" DIMENSION. z TYP. U.O.N. (2) 2 x 4DETAILS KINGSTUDS SOME DETAIL OMITTED FOR CLARITY. REFER BLOCKOUT 18* �D *SINGLE 2 x 4 TO DRAWINGS FOR ADDITIONAL INFORMATION. FINISH GRADE TRIMMER WHERE HO ATTACHES TO DOUBLE STUD, WHERE -------------------- --------- _ ---------- E.N. TO BOTH MEMBERS - STAGGERED. GRAVEL FILL S�EMWALLE *EXCEPT WHERE MULTIPLE TRIMMERS ARE INDICATED ON THE DRAWINGS' A. TYPICAL CORNER - 2 x 4 WALL B. EDGE OF DOOR OR WINDOW 002 001 SSTB PLACEMENT DETAILS 08 FOUNDATION VENT AT PATIO 05 DOOR OPENING ro 2 JOISTS PARALLEL TO STEMWALL 14 �2.1REV: 11-23-14 HOLDOWNS_030_A SCALE: NONE S-2.1 FEY: 04-12-16 FLASHING -FTG -005_A SCALE: NONE S-2.1 REV: 03-23-14 GARAGE_FTG_O10_A SCALE: t" = I' -O" S-2.1 REV: 12-21-15 PERIMETER -WOOD -114_A SCALE: I" = 1'-0" MODEL NO. W W W W SSTBIL /e" 11 /e" 12 SSTB20 %a" 21%' IL _ SSTB24 /e" 25/a" 20%, L" SSTB28 1/e" 291/x" 241/a" 8" SSTB34 '/a" 341/9" 28-/e" 8" SSTB34 i/e" 3Li/a" 281/8" 8" LOCATE APPROX. w ii:•=it 45" TO 90" FROMxl :' u (1. T ,il, ! ,:HORIZ. REINF. - II WALL _ ,I',.'..; x Q MODEL NO. DIA. LENGTH MIN. EMBED. le W SSTBIL /e" 11 /e" 12 SSTB20 %a" 21%' IL SSTB24 /e" 25/a" 20%, L" SSTB28 1/e" 291/x" 241/a" 8" SSTB34 '/a" 341/9" 28-/e" 8" SSTB34 i/e" 3Li/a" 281/8" 8" NOTE: REFER TO DETAIL 00/0-00 FOR CRIPPLE FRAMED CONDITION REFER TO DETAIL 00/0-00 SILL NAILING - ILd AT FOR PERP. JOIST FRAMING 14" O/C U.O.N. - SEE SHEARPLY - SEE DWGS DWGS SHEARPLY - SEE DWGS PT MUDSILL - 2 x EXCEPT WHERE NOTED - SEE PLAN FOR WOOD FRAMED WALL SIZE AND ANCHOR BOLTS IG OF Revisions: � 0 q C4 0 C � o�0OO Om® (1)8® ui LL iD m W � Q Uw O oz (fU ARCyIT No. 8693 REN CA 1 cil N Q- z LI_ O U LL] U U � z Lu U Q Lu W W z < -\ Lu Q (o — m z N Date: DEC 2015 Drawn: F.G. Job no.: 15-101 13 SSTB ANCHOR -- 01 FLASHING DETAIL 04 GARAGE PERIMETER 01 ONE STORY PERIMETER A II - 11 /I II u- - OLOOWNS 001-A SCALE: NONE S-2.1 REV: 04-12-16 FLASHING-FTG_001-A SCALE: N/A S-2.1 REV: 12-28-15 GARAGE_FTG-001_A SCALE: I = 1' -O S-2.1 REV: 12-21-15 PERIMETER_WOOD-100_A SCALE: I = it - S -2 O i .1 REV: 04 20 14 H _ REVISION DATE: 04-12-14 N no N N , v n a u � NOTE: *REFER TO DETAIL 14/S-3.1 2 x BLOCKING FOR STRAP INSTALLATION. C516—� INSTALL MIN. 3 x MEMBERS AT ADJACENT PLYWOOD PANEL EDGES WHEN REQUIRED BY SHEAR SCHEDULE. E.N. PLYWOOD AT PERFORATED WALLS AS SHOWN BELOW. A CUT OUT PLYWOOD AT OPENINGS. MI\(IMI IM /1G �1-/1" /1O T/1 MINIMUM BAR LAPS FOR REINFORCED STEEL CONCRETE STRENGTH: 3000 PSI OR LESS (STAGGER SPLICES) SIZE LAP LENGTH SIZE LAP LENGTH SIZE LAP LENGTH #3 IG" #6 36" #q 80" #-4 24" #"1 '48" #10 101" #s 28" #8 G3" #if 12'41, 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 #G 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 90° HOOK 1800 HOOK R=8 DIA. 120DIIA'• 6" MIN. R G DIA. OR 4" MIN. R=3 DIA. FOR #3 TO #1 R=4 DIA. FOR 98 TO #II STANDARD HOOKS AND BENDS 2 MIN. FOR STEP FOOTINGS L �I MAX. 450 MAX. I MAX. FOR BEAMS AND SLABS U.O.N. COLUMN BAR OFFSET BENT BARS -1/2MIN. LAP WIRE TOGETHER' AT EACH END BEND AROUND PIN (2 (0 MIN.) UP TO #4 BAR STIRRUPS AND TIES SPLICE o` TYPICAL REINFORCING DETAILS 5-2.2 1 REV: 05-30-11 CONCRETE -006_A SCALE: NONE NOTE: LOCATE TRENCH EXCAVATIONS SO THAT FOOTINGS WILL NOT BE UNDERMINED. BUILDING FOUNDATION CONTRACTION JOINT ALIGNED WITH EACH FACE OF RE-ENTRANT CORNER, TYPI' "' X. 5t== UKAWINUb to TYP. PERFORATED SHEARWALL S-2.2 REV: 12-09-13 PERFORATED—SW-002—A SCALE: NONE 2" GRANULAR BASE LAYER OVER VISQUEEN MIN. 4" GRAVEL FILL PERMIT # �:/� y" • Dy '' BUTTE COUNTY DEVELOPMENT SERVICES BUTTE COUNTY REVIEWED FOR BUILDING DIVISION( CODE COMPLIANCE Ff DATE • 1 ���� BY ol. CONCRETE SLAB ,ASSEMBLY 5-2.2 REV: 04-26—II CONCRETE -001_B SCALE: 1-1/2" = 1'-0" Ktvl�lvv Revisions: Y O(1)c N 04 0) ® O 1 Z Q " U. CD U) < In m W U O a o = cn U PROVIDE SLEEVE WITH = 77IIS' G�SED ARCNjl�' AAfl ul ' NOMINAL 2" GREATER THAN qui—nn REN ��91F OF CAS EMBEDDED PIPE 9" MIN. ELEVATION 1 LO CONCRETE WALL O OR STEMWALL I O CONCRETE ch FOOTING— — O � '" �R z N O Z NO PENETRATIONS TO I=II OL BE PLACED IN FOOTING _ III=1' — I 1 M, 4" MIN. BOTTOM OF --=---- - - - FOOTING �_ -------__ L" MIN. PROVIDE SLEEVE WITH I IIsi=1111— '"-- -_ NOMINAL 2" GREATER THAN O EMBEDDED PIPE FOOTING WIDTH SECTION 001 L 0 U O- PENETRATIONS IN FOOTINGS 5-2.2 REV: 06-28-09 FOOTINGS TYPICAL -006—A SCALE: NONE 2" GRANULAR BASE LAYER OVER VISQUEEN MIN. 4" GRAVEL FILL PERMIT # �:/� y" • Dy '' BUTTE COUNTY DEVELOPMENT SERVICES BUTTE COUNTY REVIEWED FOR BUILDING DIVISION( CODE COMPLIANCE Ff DATE • 1 ���� BY ol. CONCRETE SLAB ,ASSEMBLY 5-2.2 REV: 04-26—II CONCRETE -001_B SCALE: 1-1/2" = 1'-0" Ktvl�lvv Revisions: Y O(1)c N 04 0) ® O 1 Z Q " U. CD U) < In m W U O a o = cn U Date: DEC 2015 Drawn: G�SED ARCNjl�' AAfl ul ffo 18693 REN ��91F OF CAS 1 LO O I O ch O N O Z OL O IL L 0 U ul U U � W U Q ua W < QL O IL QL < w 1 < f O Date: DEC 2015 Drawn: F.G. Job no.: IS -10-1 e BLOCKING PANEL DESIGN LOAD: 0.200 K/FT TOP PLATE ROOF SHEATHING ROOF SHEATHING EN EN 2 x TRUSS VERT. AT BLOCKING PANELS SHAPE TOP OF BLOCKING PANEL TO MATCH ROOF PITCH MFRD TRUSS - (4)-I6d NAILS EA. SIDE ; ; DRAG TRUSS WHERE BEAM - NOTED ON DRAWINGS SEE DWGS MFRD. BLOCKING PANEL 1 DRAG TRUSS BETWEEN TRUSSES ` A35 - SEE DWGS FULL HEIGHT KINGSTUD ; ; FOR SPACING/NUMBER AT EACH SIDE OF BEAM ' ATTACH STRAP PROVIDE FULL BEARING TS STRAP - SEE DWGS TO BEAM OR WALL - 1 '°` UNDER BEAM - SEE DWGS SEE DWGS I 1 --- 1I 2 x 4 BLOCKING D. BEAM INTO WALL - BELOW PLATE LINE EN CONTINUOUS CSIL STRAP AT SIMPSON BOTTOM OF BLOCKING PANELS HI CONNECTOR AT (4)-I4d NAILS E FULL HEIGHT KI AT EACH SIDE PROVIDE FULL UNDER BEAM - A. SIDE —BEAM NGSTUD OF BEAM BEARING SEE DWGS SEE PLAN FOR EXTENT SHEARPLY - EACH TRUSS WHERE OCCURING - SEE DWGS DWGS NOTE: * , , A35 AT 24" O/C REFER TO DETAIL 14/S-3.1 FOR STRAP INSTALLATION. STAGGERED =ir SECTION A 001 001 C. BEAM INTO WALL - TOP FLUSH WITH TOP OF WALL Qq TS STRAP — TRUSS TO BEAM/WALL o6 SHEAR TRANSFER ro3 SHEAR TR,4NS1=Efi2 S-3.1 *END LENGTH ND LENGTH 3.1 REV: 01-18-10 STRAPPING -012_B SCALE: 1" = 1'-0" 5 - REV: 04-12-12 STRAPPING -001_A SCALE: 1" = 1'-0" 5-3.1 REV: OL -30-15 DRAG -TRUSS -003_A SCALE: 1" = 1'-0" *E STRAP - SEE DWGS - CSIL IF NOT NOTED END LENGTH i CLEAR SPAN* i END LENGTH MANUFACTURED BLOCKING PANELS BETWEEN TRUSSES - + ++ ++ + ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ + ++ + ++ + ++ REFER TO DRAWING DETAILS i i (4)-Ibd NAILS EA. SIDE BEAM - SEE DWGS CS STRAP i i FULL HEIGHT KINGSTUD OL ROOF SHEATHING i AT EACH SIDE OF BEAM 5-3.1 + + + +: + + + + + i. + + + + PROVIDE FULL BEARING EN c4 + + + + + + + + + + + + + UNDER BEAM - SEE DWGS : 1NOTE: CMST STRAP REFER TO DETAIL 14/S-3.1 I I FOR STRAP INSTALLATION + + + + + + + + + + + + + + + + + + + i + + + + + + � + + + + DRAG TRUSS - + + + + +: + + + + + +� + + + + B. BEAM INTO WALL - TOP FLUSH WITH TOP OF WALL SHEATHING STRAP ATOP BLOCKING - SEE DWGS + + + + i + + + + + + + + + + SEE DRAWINGS FOR STRAP CALLOUT AND EXTENT I I CMSTC STRAP i i * END LENGTH * END LENGTH''— ;2; - ALLOWABLE TENSION LOAD MODEL END LENGTH FASTENERS (140%) CMST12 33" 14 - ILd 9215 39" 84 - IOd 9215 CMST14 24" 54 - ILd 4490 30" 44 - IOd L490 CMSTCI4 20" 50 - 14d 4585 SINKER C514 15" 2L - IOd 2490 14, 30 - 8d 2490 CSIL 11" 20 - IOd 1105 13" 22 - 8d 1-105 CSIS 9" IL - IOd 1310 11" 18-8d 1310 CS20 L" 12 - IOd 1030 9" 14 - 8d 1030 CS22 1" 10 - IOd 845 L" 12 - 8d 845 STRAP - SEE DWGS - NOTES: CSIL IF NOT NOTED L*END LENGTH NAILS NOT EE IN CLEAR SPAN REQUIRED FOR SPACING GS 48" O/C MAX. FOR CS14 ----­---------------- - ---- ------ --- - INSTALL FASTENERS AT L" O/C IN THIS AREA *END LENGTH EN (2>-Ibd STRAP - SEE DRAWINGS REFER TO DRAWINGS FOR SHEARPLY -WHERE BEAM - KINGSTUD - EXTENT OCCURING - SEE DWGS SEE DRAWINGS SEE DRAWINGS NOTE: WALL - SEE DRAWINGS FOR THICKNESS AND NAILING TRIMMER - REFER TO DETAIL 14/S-3.1 - L_ - - _L__ Lj SEE DRAWINGS FOR STRAP INSTALLATION. *NOTE: NOTE: REFER TO DETAIL 14/S-3.1 REFER TO DETAIL 14/S-3.1 FOR STRAP INSTALLATION NOTE: FOR STRAP INSTALLATION SOME DETAIL OMITTED FOR CLARITY REFER TO DRAWINGS FOR SHEARPLY LOCATION - MAY OCCUR A. BEAM TO WALL BLOCKING PANEL PROFILE MAY VARY - SEE DWGS ON EITHER SIDE OF WALL 001 004 002 002 14 CS/CMST NAILING n FRAMING DETAILS os STRAPPING DETAILo5 STRAPPING/BLOCKING r02 SHEAR TRANSFER 5-3.1 REV: 04-12-12 STRAPFING_022_A SCALE: N/A 5-3.1 REV. 02 -OI -14 TYPICAL FRAMING -002-A SCALE: NONE 5-3.1 REV: 12-I9-13 STRAPPING -005_A SCALE: 1" = 1'-0" 5-3.1 REV: 12-09-15 STRAPPING -003.5-A SCALE: NONE 5-3.1 REV: 03-22-15 DRAG TRUSS -001_A SCALE: I" = I' -O" NOTE: *REFER TO DETAIL 14/S-3.1 TRUSS TOP CHORD FOR STRAP INSTALLATION. EXTENDS OVER TOP SOME DETAIL OMITTED FOR CLARITY OF DRAG TRUSS SEE DWGS ROOF SHEATHING 8'-0" MIN. IF NOT NOTED ROOF SHEATHING RBC CONNECTORS EDGE NAIL ROOF SHAPED BLOCKING EN AT 48" O/C. TYPICAL PLYWOOD TO AT TRUSS PROVIDE INSULATION U.O.N. ON DWGS BAFFLES AT SCREENED GAP SHO N IS FOR GRAPHICAL RAFTER (4" O/C) EAVE VENTS < PURPOSE NLY - TRUSSES AND Ln BLOCKS EEAR FULLY ON WALL SIMPSON H2 AT SEE DWGS DRAFRAMING BELOW ATA35 CONNECTORS SPACING ' END LENGTH Ln 'INSULA ION O I 2 x BLOCKING - OMI ' AT SAVE VENTS - S E • • • ♦ - SEE E N DWGS TRUSS - .. . ROOF FRAMING PLAN - - - - - - -- - ---- ----- - - - - - - 2 x BLOCKING ---------------- BETWEEN ----------- ---BETWEEN FRAMING -+ E,y N q ELEVATION VIEW 2 x 4 RAFTER SEE DWGS O �FHGT x I H cp - FASCIA A35 SEE DWGS - 1p � SEE DWGS 2 x 4 BLOCKING - ATTACH TRUSS - EAVE BLOCKING TO + FOR SPACING ' SIMPSON HI TO TRUSS WITH (5) SIMPSON WHERE RESIST COMPRESSIVE EACH TRUSS q SDS25300 LAGS - 2 IN. O/C OCCURING FORCES CONNECTOR AT (D CSIL STRAP - BEAM OR EN SEE PLAN WALL (3) A35, N TOTAL WALL OR BEAM - FOER.ATHICKNESS: DWGS " I I SEE DWGS SHEARPLY - SEE �-� '4NDQ NAILING ' 2 MIN. 2 MIN. , q DWGS FOR THICKNESS r' m AND NAILING BUTTE COUNTY DEVELOPMENT SERVICES a PERMIT Li %' Ln NOTE: nj('��REVIEU��ED FOR ��...R�"; �:�I�.t3LN PIVJSIO u, FULL HEIGHT BLOCKING - �"'� *REFER TO DETAILI4/5-3.1 C�.f�E`Ilf- �I `�.�, +",., .ara i * * AT FIRST l3) TRUSS BAYS FOR STRAP INSTALLATION DETAILS �►. ) @ "' END LENGTH END LENGTH DATEL-5 ' I � BY E �� ,/ "� a� �':' ► ` `�' ` o DRAG TRUSS STRAP TO BE C5I4, UNLESS OTHERWISE, +� t NOTED ON DRAWINGS. �' Y �- �, PLAN VIEW ! u 001 002 001 13 STRAP AT TRUSS TO WALL rol DRAG STRUT o4 SHEAR TRANSFER rol TYPICAL '%E�, VE DETAIL a S-3.1 REV: 03-20-15 STRAPPING -004_B SCALE: 1" = 1'-0" 5-3.1 REV: 08-20-14 STRAPPING_00-1_B SCALE: I" = I' -O" S-3.1 REV: 09-28-15 DRAG TRUSS -004_A SCALE: 1 = 1'-0" S-3.1 REV: 06 -II -15 SAVE DETAIL 001_A SCALE: I" = I' -O" d: REVISION DATE: 12-28-15 I Revisions: Q M c a a) UQu Q h. 10 m a -fm Q 10 a 4 U �1 M U G�SED ARCy�TF Ilk N 18693 REN QL 1L U O u1 U U � H U Q 111 cn z H LL QL ' IVHJQ � I til < f)O 0 u z —I. CA Date: DEC 2015 Drawn: F.G. Job no.: 15-101 Sheet: S-301 of:. SEE PLAN FOR EXTENT SHEARPLY - EACH TRUSS WHERE OCCURING - SEE DWGS DWGS NOTE: * , , A35 AT 24" O/C REFER TO DETAIL 14/S-3.1 FOR STRAP INSTALLATION. STAGGERED =ir SECTION A 001 001 C. BEAM INTO WALL - TOP FLUSH WITH TOP OF WALL Qq TS STRAP — TRUSS TO BEAM/WALL o6 SHEAR TRANSFER ro3 SHEAR TR,4NS1=Efi2 S-3.1 *END LENGTH ND LENGTH 3.1 REV: 01-18-10 STRAPPING -012_B SCALE: 1" = 1'-0" 5 - REV: 04-12-12 STRAPPING -001_A SCALE: 1" = 1'-0" 5-3.1 REV: OL -30-15 DRAG -TRUSS -003_A SCALE: 1" = 1'-0" *E STRAP - SEE DWGS - CSIL IF NOT NOTED END LENGTH i CLEAR SPAN* i END LENGTH MANUFACTURED BLOCKING PANELS BETWEEN TRUSSES - + ++ ++ + ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ + ++ + ++ + ++ REFER TO DRAWING DETAILS i i (4)-Ibd NAILS EA. SIDE BEAM - SEE DWGS CS STRAP i i FULL HEIGHT KINGSTUD OL ROOF SHEATHING i AT EACH SIDE OF BEAM 5-3.1 + + + +: + + + + + i. + + + + PROVIDE FULL BEARING EN c4 + + + + + + + + + + + + + UNDER BEAM - SEE DWGS : 1NOTE: CMST STRAP REFER TO DETAIL 14/S-3.1 I I FOR STRAP INSTALLATION + + + + + + + + + + + + + + + + + + + i + + + + + + � + + + + DRAG TRUSS - + + + + +: + + + + + +� + + + + B. BEAM INTO WALL - TOP FLUSH WITH TOP OF WALL SHEATHING STRAP ATOP BLOCKING - SEE DWGS + + + + i + + + + + + + + + + SEE DRAWINGS FOR STRAP CALLOUT AND EXTENT I I CMSTC STRAP i i * END LENGTH * END LENGTH''— ;2; - ALLOWABLE TENSION LOAD MODEL END LENGTH FASTENERS (140%) CMST12 33" 14 - ILd 9215 39" 84 - IOd 9215 CMST14 24" 54 - ILd 4490 30" 44 - IOd L490 CMSTCI4 20" 50 - 14d 4585 SINKER C514 15" 2L - IOd 2490 14, 30 - 8d 2490 CSIL 11" 20 - IOd 1105 13" 22 - 8d 1-105 CSIS 9" IL - IOd 1310 11" 18-8d 1310 CS20 L" 12 - IOd 1030 9" 14 - 8d 1030 CS22 1" 10 - IOd 845 L" 12 - 8d 845 STRAP - SEE DWGS - NOTES: CSIL IF NOT NOTED L*END LENGTH NAILS NOT EE IN CLEAR SPAN REQUIRED FOR SPACING GS 48" O/C MAX. FOR CS14 ----­---------------- - ---- ------ --- - INSTALL FASTENERS AT L" O/C IN THIS AREA *END LENGTH EN (2>-Ibd STRAP - SEE DRAWINGS REFER TO DRAWINGS FOR SHEARPLY -WHERE BEAM - KINGSTUD - EXTENT OCCURING - SEE DWGS SEE DRAWINGS SEE DRAWINGS NOTE: WALL - SEE DRAWINGS FOR THICKNESS AND NAILING TRIMMER - REFER TO DETAIL 14/S-3.1 - L_ - - _L__ Lj SEE DRAWINGS FOR STRAP INSTALLATION. *NOTE: NOTE: REFER TO DETAIL 14/S-3.1 REFER TO DETAIL 14/S-3.1 FOR STRAP INSTALLATION NOTE: FOR STRAP INSTALLATION SOME DETAIL OMITTED FOR CLARITY REFER TO DRAWINGS FOR SHEARPLY LOCATION - MAY OCCUR A. BEAM TO WALL BLOCKING PANEL PROFILE MAY VARY - SEE DWGS ON EITHER SIDE OF WALL 001 004 002 002 14 CS/CMST NAILING n FRAMING DETAILS os STRAPPING DETAILo5 STRAPPING/BLOCKING r02 SHEAR TRANSFER 5-3.1 REV: 04-12-12 STRAPFING_022_A SCALE: N/A 5-3.1 REV. 02 -OI -14 TYPICAL FRAMING -002-A SCALE: NONE 5-3.1 REV: 12-I9-13 STRAPPING -005_A SCALE: 1" = 1'-0" 5-3.1 REV: 12-09-15 STRAPPING -003.5-A SCALE: NONE 5-3.1 REV: 03-22-15 DRAG TRUSS -001_A SCALE: I" = I' -O" NOTE: *REFER TO DETAIL 14/S-3.1 TRUSS TOP CHORD FOR STRAP INSTALLATION. EXTENDS OVER TOP SOME DETAIL OMITTED FOR CLARITY OF DRAG TRUSS SEE DWGS ROOF SHEATHING 8'-0" MIN. IF NOT NOTED ROOF SHEATHING RBC CONNECTORS EDGE NAIL ROOF SHAPED BLOCKING EN AT 48" O/C. TYPICAL PLYWOOD TO AT TRUSS PROVIDE INSULATION U.O.N. ON DWGS BAFFLES AT SCREENED GAP SHO N IS FOR GRAPHICAL RAFTER (4" O/C) EAVE VENTS < PURPOSE NLY - TRUSSES AND Ln BLOCKS EEAR FULLY ON WALL SIMPSON H2 AT SEE DWGS DRAFRAMING BELOW ATA35 CONNECTORS SPACING ' END LENGTH Ln 'INSULA ION O I 2 x BLOCKING - OMI ' AT SAVE VENTS - S E • • • ♦ - SEE E N DWGS TRUSS - .. . ROOF FRAMING PLAN - - - - - - -- - ---- ----- - - - - - - 2 x BLOCKING ---------------- BETWEEN ----------- ---BETWEEN FRAMING -+ E,y N q ELEVATION VIEW 2 x 4 RAFTER SEE DWGS O �FHGT x I H cp - FASCIA A35 SEE DWGS - 1p � SEE DWGS 2 x 4 BLOCKING - ATTACH TRUSS - EAVE BLOCKING TO + FOR SPACING ' SIMPSON HI TO TRUSS WITH (5) SIMPSON WHERE RESIST COMPRESSIVE EACH TRUSS q SDS25300 LAGS - 2 IN. O/C OCCURING FORCES CONNECTOR AT (D CSIL STRAP - BEAM OR EN SEE PLAN WALL (3) A35, N TOTAL WALL OR BEAM - FOER.ATHICKNESS: DWGS " I I SEE DWGS SHEARPLY - SEE �-� '4NDQ NAILING ' 2 MIN. 2 MIN. , q DWGS FOR THICKNESS r' m AND NAILING BUTTE COUNTY DEVELOPMENT SERVICES a PERMIT Li %' Ln NOTE: nj('��REVIEU��ED FOR ��...R�"; �:�I�.t3LN PIVJSIO u, FULL HEIGHT BLOCKING - �"'� *REFER TO DETAILI4/5-3.1 C�.f�E`Ilf- �I `�.�, +",., .ara i * * AT FIRST l3) TRUSS BAYS FOR STRAP INSTALLATION DETAILS �►. ) @ "' END LENGTH END LENGTH DATEL-5 ' I � BY E �� ,/ "� a� �':' ► ` `�' ` o DRAG TRUSS STRAP TO BE C5I4, UNLESS OTHERWISE, +� t NOTED ON DRAWINGS. �' Y �- �, PLAN VIEW ! u 001 002 001 13 STRAP AT TRUSS TO WALL rol DRAG STRUT o4 SHEAR TRANSFER rol TYPICAL '%E�, VE DETAIL a S-3.1 REV: 03-20-15 STRAPPING -004_B SCALE: 1" = 1'-0" 5-3.1 REV: 08-20-14 STRAPPING_00-1_B SCALE: I" = I' -O" S-3.1 REV: 09-28-15 DRAG TRUSS -004_A SCALE: 1 = 1'-0" S-3.1 REV: 06 -II -15 SAVE DETAIL 001_A SCALE: I" = I' -O" d: REVISION DATE: 12-28-15 I Revisions: Q M c a a) UQu Q h. 10 m a -fm Q 10 a 4 U �1 M U G�SED ARCy�TF Ilk N 18693 REN QL 1L U O u1 U U � H U Q 111 cn z H LL QL ' IVHJQ � I til < f)O 0 u z —I. CA Date: DEC 2015 Drawn: F.G. Job no.: 15-101 Sheet: S-301 of:. STRAP - SEE DWGS - NOTES: CSIL IF NOT NOTED L*END LENGTH NAILS NOT EE IN CLEAR SPAN REQUIRED FOR SPACING GS 48" O/C MAX. FOR CS14 ----­---------------- - ---- ------ --- - INSTALL FASTENERS AT L" O/C IN THIS AREA *END LENGTH EN (2>-Ibd STRAP - SEE DRAWINGS REFER TO DRAWINGS FOR SHEARPLY -WHERE BEAM - KINGSTUD - EXTENT OCCURING - SEE DWGS SEE DRAWINGS SEE DRAWINGS NOTE: WALL - SEE DRAWINGS FOR THICKNESS AND NAILING TRIMMER - REFER TO DETAIL 14/S-3.1 - L_ - - _L__ Lj SEE DRAWINGS FOR STRAP INSTALLATION. *NOTE: NOTE: REFER TO DETAIL 14/S-3.1 REFER TO DETAIL 14/S-3.1 FOR STRAP INSTALLATION NOTE: FOR STRAP INSTALLATION SOME DETAIL OMITTED FOR CLARITY REFER TO DRAWINGS FOR SHEARPLY LOCATION - MAY OCCUR A. BEAM TO WALL BLOCKING PANEL PROFILE MAY VARY - SEE DWGS ON EITHER SIDE OF WALL 001 004 002 002 14 CS/CMST NAILING n FRAMING DETAILS os STRAPPING DETAILo5 STRAPPING/BLOCKING r02 SHEAR TRANSFER 5-3.1 REV: 04-12-12 STRAPFING_022_A SCALE: N/A 5-3.1 REV. 02 -OI -14 TYPICAL FRAMING -002-A SCALE: NONE 5-3.1 REV: 12-I9-13 STRAPPING -005_A SCALE: 1" = 1'-0" 5-3.1 REV: 12-09-15 STRAPPING -003.5-A SCALE: NONE 5-3.1 REV: 03-22-15 DRAG TRUSS -001_A SCALE: I" = I' -O" NOTE: *REFER TO DETAIL 14/S-3.1 TRUSS TOP CHORD FOR STRAP INSTALLATION. EXTENDS OVER TOP SOME DETAIL OMITTED FOR CLARITY OF DRAG TRUSS SEE DWGS ROOF SHEATHING 8'-0" MIN. IF NOT NOTED ROOF SHEATHING RBC CONNECTORS EDGE NAIL ROOF SHAPED BLOCKING EN AT 48" O/C. TYPICAL PLYWOOD TO AT TRUSS PROVIDE INSULATION U.O.N. ON DWGS BAFFLES AT SCREENED GAP SHO N IS FOR GRAPHICAL RAFTER (4" O/C) EAVE VENTS < PURPOSE NLY - TRUSSES AND Ln BLOCKS EEAR FULLY ON WALL SIMPSON H2 AT SEE DWGS DRAFRAMING BELOW ATA35 CONNECTORS SPACING ' END LENGTH Ln 'INSULA ION O I 2 x BLOCKING - OMI ' AT SAVE VENTS - S E • • • ♦ - SEE E N DWGS TRUSS - .. . ROOF FRAMING PLAN - - - - - - -- - ---- ----- - - - - - - 2 x BLOCKING ---------------- BETWEEN ----------- ---BETWEEN FRAMING -+ E,y N q ELEVATION VIEW 2 x 4 RAFTER SEE DWGS O �FHGT x I H cp - FASCIA A35 SEE DWGS - 1p � SEE DWGS 2 x 4 BLOCKING - ATTACH TRUSS - EAVE BLOCKING TO + FOR SPACING ' SIMPSON HI TO TRUSS WITH (5) SIMPSON WHERE RESIST COMPRESSIVE EACH TRUSS q SDS25300 LAGS - 2 IN. O/C OCCURING FORCES CONNECTOR AT (D CSIL STRAP - BEAM OR EN SEE PLAN WALL (3) A35, N TOTAL WALL OR BEAM - FOER.ATHICKNESS: DWGS " I I SEE DWGS SHEARPLY - SEE �-� '4NDQ NAILING ' 2 MIN. 2 MIN. , q DWGS FOR THICKNESS r' m AND NAILING BUTTE COUNTY DEVELOPMENT SERVICES a PERMIT Li %' Ln NOTE: nj('��REVIEU��ED FOR ��...R�"; �:�I�.t3LN PIVJSIO u, FULL HEIGHT BLOCKING - �"'� *REFER TO DETAILI4/5-3.1 C�.f�E`Ilf- �I `�.�, +",., .ara i * * AT FIRST l3) TRUSS BAYS FOR STRAP INSTALLATION DETAILS �►. ) @ "' END LENGTH END LENGTH DATEL-5 ' I � BY E �� ,/ "� a� �':' ► ` `�' ` o DRAG TRUSS STRAP TO BE C5I4, UNLESS OTHERWISE, +� t NOTED ON DRAWINGS. �' Y �- �, PLAN VIEW ! u 001 002 001 13 STRAP AT TRUSS TO WALL rol DRAG STRUT o4 SHEAR TRANSFER rol TYPICAL '%E�, VE DETAIL a S-3.1 REV: 03-20-15 STRAPPING -004_B SCALE: 1" = 1'-0" 5-3.1 REV: 08-20-14 STRAPPING_00-1_B SCALE: I" = I' -O" S-3.1 REV: 09-28-15 DRAG TRUSS -004_A SCALE: 1 = 1'-0" S-3.1 REV: 06 -II -15 SAVE DETAIL 001_A SCALE: I" = I' -O" d: REVISION DATE: 12-28-15 I Revisions: Q M c a a) UQu Q h. 10 m a -fm Q 10 a 4 U �1 M U G�SED ARCy�TF Ilk N 18693 REN QL 1L U O u1 U U � H U Q 111 cn z H LL QL ' IVHJQ � I til < f)O 0 u z —I. CA Date: DEC 2015 Drawn: F.G. Job no.: 15-101 Sheet: S-301 of:. 001 004 002 002 14 CS/CMST NAILING n FRAMING DETAILS os STRAPPING DETAILo5 STRAPPING/BLOCKING r02 SHEAR TRANSFER 5-3.1 REV: 04-12-12 STRAPFING_022_A SCALE: N/A 5-3.1 REV. 02 -OI -14 TYPICAL FRAMING -002-A SCALE: NONE 5-3.1 REV: 12-I9-13 STRAPPING -005_A SCALE: 1" = 1'-0" 5-3.1 REV: 12-09-15 STRAPPING -003.5-A SCALE: NONE 5-3.1 REV: 03-22-15 DRAG TRUSS -001_A SCALE: I" = I' -O" NOTE: *REFER TO DETAIL 14/S-3.1 TRUSS TOP CHORD FOR STRAP INSTALLATION. EXTENDS OVER TOP SOME DETAIL OMITTED FOR CLARITY OF DRAG TRUSS SEE DWGS ROOF SHEATHING 8'-0" MIN. IF NOT NOTED ROOF SHEATHING RBC CONNECTORS EDGE NAIL ROOF SHAPED BLOCKING EN AT 48" O/C. TYPICAL PLYWOOD TO AT TRUSS PROVIDE INSULATION U.O.N. ON DWGS BAFFLES AT SCREENED GAP SHO N IS FOR GRAPHICAL RAFTER (4" O/C) EAVE VENTS < PURPOSE NLY - TRUSSES AND Ln BLOCKS EEAR FULLY ON WALL SIMPSON H2 AT SEE DWGS DRAFRAMING BELOW ATA35 CONNECTORS SPACING ' END LENGTH Ln 'INSULA ION O I 2 x BLOCKING - OMI ' AT SAVE VENTS - S E • • • ♦ - SEE E N DWGS TRUSS - .. . ROOF FRAMING PLAN - - - - - - -- - ---- ----- - - - - - - 2 x BLOCKING ---------------- BETWEEN ----------- ---BETWEEN FRAMING -+ E,y N q ELEVATION VIEW 2 x 4 RAFTER SEE DWGS O �FHGT x I H cp - FASCIA A35 SEE DWGS - 1p � SEE DWGS 2 x 4 BLOCKING - ATTACH TRUSS - EAVE BLOCKING TO + FOR SPACING ' SIMPSON HI TO TRUSS WITH (5) SIMPSON WHERE RESIST COMPRESSIVE EACH TRUSS q SDS25300 LAGS - 2 IN. O/C OCCURING FORCES CONNECTOR AT (D CSIL STRAP - BEAM OR EN SEE PLAN WALL (3) A35, N TOTAL WALL OR BEAM - FOER.ATHICKNESS: DWGS " I I SEE DWGS SHEARPLY - SEE �-� '4NDQ NAILING ' 2 MIN. 2 MIN. , q DWGS FOR THICKNESS r' m AND NAILING BUTTE COUNTY DEVELOPMENT SERVICES a PERMIT Li %' Ln NOTE: nj('��REVIEU��ED FOR ��...R�"; �:�I�.t3LN PIVJSIO u, FULL HEIGHT BLOCKING - �"'� *REFER TO DETAILI4/5-3.1 C�.f�E`Ilf- �I `�.�, +",., .ara i * * AT FIRST l3) TRUSS BAYS FOR STRAP INSTALLATION DETAILS �►. ) @ "' END LENGTH END LENGTH DATEL-5 ' I � BY E �� ,/ "� a� �':' ► ` `�' ` o DRAG TRUSS STRAP TO BE C5I4, UNLESS OTHERWISE, +� t NOTED ON DRAWINGS. �' Y �- �, PLAN VIEW ! u 001 002 001 13 STRAP AT TRUSS TO WALL rol DRAG STRUT o4 SHEAR TRANSFER rol TYPICAL '%E�, VE DETAIL a S-3.1 REV: 03-20-15 STRAPPING -004_B SCALE: 1" = 1'-0" 5-3.1 REV: 08-20-14 STRAPPING_00-1_B SCALE: I" = I' -O" S-3.1 REV: 09-28-15 DRAG TRUSS -004_A SCALE: 1 = 1'-0" S-3.1 REV: 06 -II -15 SAVE DETAIL 001_A SCALE: I" = I' -O" d: REVISION DATE: 12-28-15 I Revisions: Q M c a a) UQu Q h. 10 m a -fm Q 10 a 4 U �1 M U G�SED ARCy�TF Ilk N 18693 REN QL 1L U O u1 U U � H U Q 111 cn z H LL QL ' IVHJQ � I til < f)O 0 u z —I. CA Date: DEC 2015 Drawn: F.G. Job no.: 15-101 Sheet: S-301 of:. Date: DEC 2015 Drawn: F.G. Job no.: 15-101 Sheet: S-301 of:.