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B16-2916 041-600-002
Y�Li:WIWtllYillE4YiL�..1AW,Wi1L,4'iGC' 1A EXTERIOR WILDFIRE EXPOEA)RE 106A EXTERIOR WINDONS AND 5 101A EXTERIOR COVERING I. Exterior glazing- The following exterior glazing materials and/or assemblies shall comply with this section: I. General- The following exterior covering materials and/or assemblies shall comply with this section: I Exterior windows I.I. Exterior wall covering material 1.2. Exterior glazed doors 1.2. Exterior wall assembly 1.3. Glazed openings within exterior doors 1.3. Exterior exposed underside of roof cove overhangs 1.4. Glazed openings within exterior garage doors 1.4. Exterior exposed underside of roof cave soffits 1.5. Exterior structural glass veneer 13. Exposed underside of exterior porch ceilings IB. Exterior windows and exterior glazed door assembly requirements- Exterior windows and exterior I.b. Exterior exposed underside of floor projections glazed door assemblies shall comply with one of the following requirements: CoRe"TION FASTENING' LOCATION 32. Panel siding into frar*4 i/2' or less 6d' R-3 / U requirements of Section 2406 Safety Glazing, or 5/8' Bal' La. Exterior wall architectural trim, embellishments, fosclos, and gutters 33. Fiberboard sheathing' in. No. II gaga roofing nail' b. Naris spaced at 6 Who an center at edges 12 Inches at Intermediate supports except b inches at supports where spew ere 48 Ib. Roof or wall top cornice projections and similar assemblies 6d common ral (2'x 0.101 IB.3 Have afire -resistance matin of not less than 20 minutes when tested accordin to NEPA g g Inches or more. For rolling of wood structural pawl and particleboard dkphrogms and sheer walls, refer to Section 2305. Nalls for wall sheathing we permitted to be common, box or casing. No. 16 gage staplal toerall each and 251, or 15.4 Be tested to meet the performance requirements of 5FM Standard 12-1A-2 25/32' No. 11 gage roofing nail' dimension 2 inch 50.8 mm nominal IG. 6d camas ndl (2 In' x 0.00 e. Deformed sheik 6d - 2' x 0.113'• led 2 1/2'x 0.131'• lOd 3' x OJ48' . I.e. Deck walking surfaces shall comply with Section 109A.4 only No. lb gage stogie, 10 iq.3, 34. Interior paneling 1/4' 4di 2. Exterior Doors- Exterior doors shall comply with one of the following: 3/8' 6d' requirements: I.I. Exterior underfloor areas FASTENINS' I13.1 Be constructed of multipane glazing with a minimum of one tempered pane meeting the For 51: 1 tech = 25.4 mm. Exceptions: R-3 / U requirements of Section 2406 Safety Glazing, or a. Common or box nabs aro permitted to be used except where otherwise stated La. Exterior wall architectural trim, embellishments, fosclos, and gutters V -B SPRINKLERED 152 Be constructed of glass block units, or b. Naris spaced at 6 Who an center at edges 12 Inches at Intermediate supports except b inches at supports where spew ere 48 Ib. Roof or wall top cornice projections and similar assemblies 5 - 8d common (2 1/2' x 0.1319 IB.3 Have afire -resistance matin of not less than 20 minutes when tested accordin to NEPA g g Inches or more. For rolling of wood structural pawl and particleboard dkphrogms and sheer walls, refer to Section 2305. Nalls for wall sheathing we permitted to be common, box or casing. I.c. Roof assemblyprojections over able end walls p j g I.d. Solid wood rafter tails and solid wood blocking installed between rafters having minimum toerall each and 251, or 15.4 Be tested to meet the performance requirements of 5FM Standard 12-1A-2 c. Gartman or deformed shank (6d - 2' x 0.113'; ed - 21/2' x 0131'; IOd - 3' x 0.146'). d Common (6d - 2' x 0.113'; 8d - 2 V2' x 0.131';10d - V x 0.148). dimension 2 inch 50.8 mm nominal IG. Structural lass veneer -The wall assembly behind structural lass veneer shall comply with Section g y 9 Py e. Deformed sheik 6d - 2' x 0.113'• led 2 1/2'x 0.131'• lOd 3' x OJ48' . I.e. Deck walking surfaces shall comply with Section 109A.4 only 5 -led common (2 I/2' x 0.131) 10 iq.3, f. Corroslowesistart siding (6d- I1/6'x 0.106'; 8d - 2 3/8' x 0.128') or casing (6d - 2' x 0.099'; 8d -2 1/'2'x 0.113) rail. 2. Exterior Walls- The exterior wall covering or wall assembly shall comply with one of the following 2. Exterior Doors- Exterior doors shall comply with one of the following: S. Fasteners spaced 3 WJm on center at exterior edges anal 6 Inches on comer at Intermediate supports, when used as structural `Spacing shall be 6 Inchas on center' an the edges ad 12 inches on conker at Intermediate supports for nonstructural requirements: 21. I' x 8' sheathing to each bear 2.1. The exterior surface or cladding shall be of non-combustible or ignition -resistant material, applications. 2.1. Non-combustible material 2.2. Ignition -resistant material 3' 14 gage staples at 12' oA. or 2.1.a. Shall be constructed of solid core wood that comply with the following requirements: h. Gomroskntiaslstant roofing nails with'1/I6-inctrdlanater hood alength for 11/2 -Inch lefor I/2 -inch sheathing and 13/4 -Inch length for 25/52 -Inch sheathing. 2.3. Heavy timber exterior wall assembly braced 2.Ib. Stiles and rails shall not be less than 1515 inches thick. L Corroslon'rosbtant staples with nomtal'1A6-tah eras" ad I Ile -Inch length for 1/2 -Inch sheathing and I V2 -inch length for 2.4. Log wall construction assembly H 2.2. Raised panels shall not be less than I % Inches thick, except for the exterior perimeter 25/52-hah sheathlg. Pinel supports at 16 Inches (20 how K strength axis in the lag direction of the panel, unless otherwise 2.5. Wall assemblies that meet the performance criteria in accordance with the test procedures for d 10 -minute direct flame contact exposure test set forth in 5FM Standard 2 - I6d common 0 IAP x 0.162) of the raised panel that may taper to a tongue not less than 3/8 Inch thick. 2.3. Shall have afire -resistance matin of not less than le minutes when tested according to g g marw- ) ming 0 I/2' x OD609 or finish 0 V2' x O.OT2) mils spewed 6 Inches on panel edges, 12 trines at Intermediate supports. 12-111-I and nail NFPA 252. k Panel supports at 24 Inches. Casing or finish mils spaced b Inches on panel odges, 12 Inches at Intermediate supports. Exception: Any of the following shall be deemed to meet the assembly performance criteria 8. Stud to sole plate 2.4. Shall be tested to meet the performance requirements of 5FM Standard 12 -1A -I. 1. For roof sheathing applications, 8d mils (2 1/2' x 0.1139 we the minimum required for wood strucb•al panels. m. Staples shall have a mlnhnum crown wkkh of 1116 Inch. and intent of this section: 25. Exterior door glazing- Glazing in exterior doors shall comply with Section 108A.IA. n. For roof sheathing applications, fasteners spaced 4 Inches on center at edges, 8 Inches at Intermediate supports. 2.a. One layer of 5/8 -inch Type X gypsum sheathing applied behind the exterior covering or Ul w¢ 25. 2' planks o. Fastener's spaced 4 Inches on center at edges 8 Inches at Intermediate supports for 901w and wall sheathing and 3 fiches on cladding on the exterior side of the framing 109A DECKING center at edges 6 tkhes at Intaxadiate supports for roof sheathing. 2.b. The exterior portion of a I -hour fire resistive exterior wall assembly designed for 5-3'14 gap st" p. Fosterers spaced 4 inches an center at edges, a Inches at Intermediate supports. exterior fire exposure Including assemblies using the gypsum panel and sheathing products I. General- The walking surface material of decks, porches, balconies and stairs shall comply with the 27. Jack rafter to hip listed in the Gypsum Association Fire Resistance Design Manual face nail requirements of this section. 3'14 gap s bab8'oa. 25. Extent of Exterior Wall Covering- Exterior wall coverings shall extend from the top of the 2. Marc Reggired- The walking surface material of decks, porches, balconies and stairs shall comply foundation to the roof, and terminate at 2 Inch (50.8 mm) nominal solid wood blocking between 3' x 0131' nail at 12' oz. with the requirements of this section when any portion of such surface is within 10 feet (3048 mm) of rafters at all roof overhangs, or in the case of enclosed eaves, terminate at the enclosure. face nail the building. 6-I6d canon 0 1/2' x 0.1629 3. Open Roof Eaves- The exposed roof deck on the underside of unenclosed roof eaves shall consist 3. Decking Surfaces- The walking surface material of decks, porches, balconies and stairs shall be kp slice of one of the following: 12-5'14 gage staples constructed with one of the following materials: 11. Blocking between jobb or rafters to top plate 3.1. Non-combustible material 3.1. Ignition -resistant material that complies with the performance requirements of both 5FM 5 - 3' x 0.131' nails 3.2. Ignition -resistant material Standard 12-1A-4 and 5FM Standard 12-1A-5. Nate nail 3.3. One layer of 5/8 -inch Type X gypsum sheathing applied behind an exterior covering on the 8d (2 1/2' x 0.130 at 6' oz. 3.2. Exterior fire retardant treated wood 29. Joist to bad Joist underside exterior of the roof deck toenail 3.3. Non-combustible material 3'14 gage staple at 6' a.& face nail 13. Top plates, laps ad Intersections 2 -16d common 0 In' x 0.1629 3.4. The exterior portion of a 1 -hour fire resistive exterior wall assembly applied to the 30. Ledger strip 3.4. Any material that complies with the performance requirements of 5FM Standard 12 -1A -4A face rail 5-3'14 Sage staples two nail underside of the roof deck designed for exterior fire exposure Including assemblies using I6d common 0 In' x 0.1621 when attached exterior wall covering is also either non-combustible or ignition -resistant 15. Gelling Joists to plate 5 - 6d common (2 1/2' x 0.131) the gypsum panel and sheathing products listed in the Gypsum Association Fire Resistance 5 - 3' x 0.131' rails material. 5-3'14 gage staples Design Manual 16. Conthous header to stud Exception: Wall material may be of any material that otherwise complies with this chapter when toenail R. calltmg�obts, kps over partitions 3 -16d common (3 I/2' x 0.1621 minimum, Exceptions: The following materials do not require protection: Table 2306.10.4.1 the decking surface material complies with the performance requirements A5TM E 54 with a 4 - 5' x 0.131• nails face nail Single Floor (combination subfloor urderlayrermt 3.a. Solid wood rafter tails on the exposed underside of open roof eaves having a minimum Glass B flame spread rating. 1/8' to 1' 8d' nominal dimension of 2 inch (506 mm) 3.b. Solid wood blocking installed between rafter tails on the exposed underside of open roof UNDERFLOOR AND APPENDA6E5 PROTECTION eaves having a minimum nominal dimension of 2 inch (50.8 mm) 3.c. Gable end overhangs and roof assembly projections beyond an exterior wall other than I. Underside Appendages and floor Projections- The underside cantilevered and overhanging at the lower end of the rafter tails appendagess and floor projections shall maintain the ignition -resistant integrity of the exterior walls, 3.d. Fascia and other architectural trim boards or the projection shall be enclosed to the grade. 4. Enclosed roof eaves and roof cave soffits- The exposed underside of enclosed roof eaves having 2• Unenclosed underfloor protection- Buildings shall have all underfloor areas enclosed to the grade either a boxed -in roof cave soffit with a horizontal underside, or sloping rafter tails with an with exterior walls. exterior covering applied to the underside of the rafter tails, shall be protected by one of the Exception: The complete enclosure of under floor areas be omitted where the underside of all following: exposed floors, exposed structural columns, beams and supporting walls are protected as required 4.1. Non-combustible material with exterior ignition -resistant material construction or be heavy timber. 4.2. Ignition -resistant material 4.3. One layer of 5/8 -inch Type X sum sheathing applied behind an exterior covering on the � 9p gyp 9 PP 9 TABLE 2SCHEI 1 FAST13dING SCNEDu.E l underside of the rafter tails or soffit 4.4. The exterior portion of a I -hour fire resistive exterior wall assembly applied to the underside of the rafter tails or soffit including assemblies using the gypsum panel and y sheathing products listed in the Gypsum Association Fire Resistance Design Manual 4.5. Boxed -in roof cove soffit assemblies with a horizontal underside that meet the performance criteria in accordance with the test procedures set forth in 5FM Standard 12-1A-3 Exceptions The following materials do not require protection: 4.a. Gable end overhangs and roof assembly projections beyond an exterior wall other than at the lower end of the rafter tails 4b. Fascia and other architectural trim boards 5. Exterior porch ceilings- The exposed underside of exterior porch ceilings shall be protected by one of the following: 5.1. Non-combustible material 5.2. Ignition -resistant material 5.3. One layer of 5/8 -inch Type X gypsum sheathing applied behind on exterior covering on the underside of the ceiling 5.4. The exterior portion of a 1 -hour fire resistive exterior wall assembly applied to the underside of the ceiling assembly Including assemblies using the gypsum panel and sheathing products listed in the Gypsum Association Fire Resistance Design Manual 5.5. Porch ceiling assemblies with a horizontal underside that meet the performance criteria in accordance with the test procedures set forth in 5FM Standard 12-1A-3 Exception Architectural trim boards. 6. Floor Projections- The exposed underside of a cantilevered floor projection where a floor assembly extends over an exterior wall shall be protected by one of the following: 6.1. Non-combustible material 62. Ignition -resistant material 6.3. One layer of 5/8 -inch Type X gypsum sheathing applied behind an exterior covering on the underside of the floor projection 6.4. The exterior portion of a ]-hour fire resistive exterior wall assembly applied to the underside of the floor projection Including assemblies using the gypsum panel and sheathing products listed in the Gypsum Association Fire Resistance Design Manual 63. The underside of a floor projection assembly that meets the performance criteria in accordance with the test procedures set forth in 5FM Standard 12-1A-3 Exception: Architectural trim boards. 1. Underfloor Protection- The underfloor area of elevated or overhanging buildings shall be enclosed to grade in accordance with the requirements of this chapter or the underside of the exposed underfloor shall consist of one of the following: 1.1. Non-combustible material 12. Ignition -resistant material 1.3. One layer of 5/8 -inch Type X gypsum sheathing applied behind on exterior covering on the underside of the floor projection 1.4. The exterior portion of a 1 -hour fire resistive exterior wall assembly applied to the underside of the floor including assemblies using the gypsum panel and sheathing products listed in the 6ypsum Association Fire Resistance Design Manual 13. The underside of a floor assembly that meets the performance criteria in accordance with the test procedures set forth in 5FM Standard 12-1A-3 Exception Heavy timber structural columns and beams do not require protection. 8. Underside of Appendages- Men required by the enforcing agency the underside of overhanging appendages shall be enclosed to grade in accordance with the requirements of this chapter or the underside of the exposed underfloor shall consist of one of the following: &.1. Non-combustible material 82 (nitron -resistant material r -i rr ii V)- m V O tRc M V a m 1-4 v, N n 0 v ran. c m a a, CONNECTION FASTENINS' LOCATION I. Joist to sill or girder 3 - 8d common (2 1/2' x 0.1319 R-3 / U (see section 2308.10.4.1, Table 2306.10.4.0 3 - 3' x 0.131' mils toenail V -B SPRINKLERED 3-3'14 gage staples two nall 2. "Ing g to Joist 5 - 8d common (2 1/2' x 0.1319 2,140 S.F. 19. Rafter to plate 3 - 3' x 0.131' nails toerall each and (see Section 2306.10.1, Table 230810.0 3-3'14 gage staples toenail 3. I' x b' subfloor or leis to each Joist 5 - 8d common (2 I/2' x 0.1319 face nail 4. Wider than I' x 6' sub►loor to each Joist 5 -led common (2 I/2' x 0.131) face nail 5. 2' 901w t0 Joist or girder 2 - I6d common (3 1/2' x 0.162) blind ext face nail 6. Sole plate to joist or blocking I6d 0 V2' x 0.1351 of 16' oz. 21. I' x 8' sheathing to each bear 3' x 0.131' nails at 8' o c. tupkal face nail 22. Kdor than I' x 6' sheathing to each bear 3' 14 gage staples at 12' oA. face rail woolP�moe to joist or blaakIng at braced 3' -16d 0 U7 x 0.135) at 16' braced m 4 - 3' x 0.131' nails at 16' wall panels H 4 - 5' 14 gage staples per Ib' 16' oz. 1. Top plate to stud 2 - I6d common 0 IAP x 0.162) P7 5 - 3' x 0.131' nails and nail LU 1`1 3-3'14 gage staples on opposite sides 8. Stud to sole plate 4 - 8d common (3 1/2' x 0.1627) 4 to 4 - V x 0.131' nails toenail Lo 0) 3 - 5' 14 gage staples Ul w¢ 25. 2' planks 2-I6dcommon (31/2'x0.162) at each 26. Collar tis to rafter 3 - 3' x 0.131' nails and nail 5-3'14 gap st" face nail 9. Dobie studs 16d (5 1/2' x 0.1559 at 24' oc. 27. Jack rafter to hip V x 0.131' nail at 8' of.. face nail 3'14 gap s bab8'oa. toenail lo. Double top plates I6d (3 V2' x 0.135) at lb'oz. 3' x 0131' nail at 12' oz. typical face roll 3' 14 gage staple at 12' oz. face nail Double top plates 6-I6d canon 0 1/2' x 0.1629 26. Roof rafter to 2-bg ridge bean 12 - 5' x 0.131' nails kp slice 12-5'14 gage staples toenall 11. Blocking between jobb or rafters to top plate 3 - 8d common (2 I/2' x 0.131) 5 - 3' x 0.131' nails toenail 3 - 3' 14 gage stoplas Nate nail 12. Rim Joist to top plate 8d (2 1/2' x 0.130 at 6' oz. 29. Joist to bad Joist 3' x 0131' nail at 6' oz. toenail 3'14 gage staple at 6' a.& face nail 13. Top plates, laps ad Intersections 2 -16d common 0 In' x 0.1629 30. Ledger strip 3 - 3' x 0.131' nails face rail 5-3'14 Sage staples two nail 14. Continuos header, two plecas I6d common 0 In' x 0.1621 16' oz. a" edge 15. Gelling Joists to plate 5 - 6d common (2 1/2' x 0.131) 50loor, roof ad wall sheathing (to framing) 5 - 3' x 0.131' rails toenail 5-3'14 gage staples 16. Conthous header to stud 4 - 8d common (2 1/2' x 0.131) toenail R. calltmg�obts, kps over partitions 3 -16d common (3 I/2' x 0.1621 minimum, (sae tion 2306.10.4.1, Table 2308.10.4.1) Table 2306.10.4.1 4 - 5' x 0.131• nails face nail Single Floor (combination subfloor urderlayrermt 4-3'14 sage stoplas 83. One layer of 5/8 -Inch Type X gypsum sheathing applied behind on exterior covering on the I m underside of the floor projection 5.4. The exterior portion of a 1 -hour fire resistive exterior wall assembly applied to the underside of the floor including assemblies using the gypsum panel and sheathing products listed In the Gypsum Association Fire Resistance Design Manual 55. The underside of a floor assembly that meets the performance criteria in accordance with the test procedures set forth in 5FM Standard 12-1A-3 Exception: Heavy timber structural columns and beams do not require protection. 105A ROOFING I. General- Roofs shall have a roofing assembly installed in accordance with Its listing and the manufacturer's installation Instructions. 2. Roof Coverings- 1*cre the roof covering allows a space between the roof covering and roof decking, the spaces shall be constructed to prevent the intrusion of flames and embers, be fire stopped with approved materials or have one layer of 121b. mineral -surfaced non -perforated cap sheet installed over the combustible decking. 3. Roof Valleys- Men provided, valley flashings shall be not less than 0.019" (No. 26 galvanized sheet gage) corrosion -resistant metal installed over a minimum 36" -wide. underiayment consisting of one layer of 1216. mineral -surfaced non -perforated cap sheet running the full length of the valley. 4. Roof Gutters- roof gutters shall be provided with the means to prevent the accumulation of leaves and debris in the gutter.ENTI 106A VLATION I. General- Where provided, ventilation openings for enclosed attics, enclosed cave soffit spaces, enclosed rafter spaces formed where ceilings are applied directly to the under -side of roof rafters, and underfloor ventilation shall be in accordance with Section 1203 and Sections 106A.1 through I0bA.3 to resist building ignition from the Intrusion of burning embers and flame through the ventilation openings. 2. Requirements- Ventilation openings for enclosed attics, enclosed cave soffit spaces, enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters, and underfloor ventilation openings shall be fully covered with metal wire mesh, vents, other materials or other devices that meet the following requirements: 2.1. The dimensions of the openings therein shall be a minimum of 1/I6 -inch (I.6 mm) and shall not exceed 1/8 -inch (32 mm). 22. The materials used shall be noncombustible. eption Exc: Vents located under the roof covering, along the ridge of roofs, with the exposed surface of the vent covered by noncombustible wire mesh, may be of combustible materials. 2.3. The materials used shall be corrosion resistant. 3. Ventilation openings on the underside of coves and cornices- Vents shall not be installed on the underside of coves and cornices. Exceptions: 3.1. The enforcing agency may accept or approve special cove and cornice vents that resist the intrusion of flame and burning embers. 32. Vents complying with the requirements of Section 106A.2 may be installed on the underside of eaves and cornices in accordance with either one of the following conditions: 3.2.1. The attic space being ventilated is fully protected by an automatic sprinkler system installed in accordance with Section 903.3.1.1 or, 3.22. The exterior wall covering and exposed underside of the cave are of noncombustible material, or ignition -resistant materials as determined in accordance with 5FM standard 12-1A-5 Ignition -Resistant Material and the vent is located more CONNECTION FASTI3IN Sm LOCATION 18. ceiling Joists to parallel rafters 3 - I6d common 0 1/2' x 0.1629 minhmum, R-3 / U (see section 2308.10.4.1, Table 2306.10.4.0 Table 2308.10.4.1 CONST. V -B SPRINKLERED 4 - 5' x 0.131' nails two nall SQUARE FOOTAGES: 4 - 5' 14 gage staples 2,140 S.F. 19. Rafter to plate 3 - 8d common (2 1/2' x 0.131) COV. PATIO: (see Section 2306.10.1, Table 230810.0 3 - 3' x 0.131' nails toenail 5EGTION5 3 - 3' 14 gage staples SECTIONS 20. 1' diagonal brace to each stud ad plate 2 - 6d common (2 V2' x 0.131') 5-1.1 FRAMING DETAILS 2 - 3' x 0.131' nails face nail 3-3.14 gage staples 21. I' x 8' sheathing to each bear 3 - 8d common (2 V2' x 0.131) face nail 22. Kdor than I' x 6' sheathing to each bear 3 - 8d common (2 I/2' x 0.131) face rail 23. Bullt-up comer studs Ilea carmen (3 I/2' x 0162) 24' oz. m 5' x 0.131' nails lb,oz. H 5' 14 gage stoples 16' oz. 24. Built-up girder and beam 20d common (4' x 0.192') 32' oz. P7 3' x 0.131' nail at 24' oz. two nail at top and bottom staggered LU 1`1 3' 14 gage staple at 24' oz. on opposite sides 2 - 20d common (4' x 0.192) 4 to 3 - 3' x 0.131' nails two nail at ends o d at each splice Lo 0) 5 - 3' 14 gar s les Ul w¢ 25. 2' planks I6d common (3 1/2' x 0.162) at each 26. Collar tis to rafter 5 - lod common (3' x 0148 ) U) U 4 - s' x 0.131' nails face nail m U 4 - 3' 14 gage staples 27. Jack rafter to hip 3 - lod common 0' x 0148) 4 - 3' x 0.131' nails toenail 4 - 3' 14 gage staples 2 - 16d common 0 I/2' x 0.1629 3 - 3' x 0.131' nails face nail 3 - 3' 14 gap stal 26. Roof rafter to 2-bg ridge bean 2 - 16d common 0 1/2' x 0.1629 3 - 3' x 0.131' nails toenall 3 - 3' 14 gage staples 2 - I6d cannon (3 I/2' x 0.1629 3 - 3' x 0.131' natls Nate nail 5 - 3' 14 gage staples 29. Joist to bad Joist 3 - 16d common (5 1/2' x 0.1621 4 - 3' x 0.131' nails face nail 4 - 3' 14 gago.stoplas 30. Ledger strip 3 -164 common (3 I/2' x 0162) 4 - 3' x 0.131' nails two nail 4 - 3' 14 gage staples 31. Wood structural parols ad particleboard' 1/2' ad lass bd°' 50loor, roof ad wall sheathing (to framing) 2 3/8' x 0113' nail ° 13/4' Ibgage 19/32' to 3/4' 8d' or led' 23/8'x0113'nall' 2' IG) gager 7/8' to 1' 8d° I V8' to 1114' 10d' or 8d' Single Floor (combination subfloor urderlayrermt 3/4' and less 6d' to fr mro 1/8' to 1' 8d' 11/6' to 1114' rod' or 8d' MINIMUM ER05ION AND SEDIMENT GONTROL5 FOR PROJEGT5 D15TURBIN6 LE55 THAN ONE AGRE THE BMPS (BEST MANA6EMENT PRAGTIGE5) L15TM BELOW MUST BE IN PLACE DURING THE RAINY SEASON (OCTOBER 15 THROUGH APRIL 15) AND MAY BE REQUIRED AT OTHER TIMES BASED ON WEATHER AND SITE CONDITIONS THROUGH THE YEAR. THE BMPS L15TED ARE MINIMUM REQUIREMENTS AND ADDITIONAL BMPS COULD BE REQUIRED BASED ON SITE CONDITIONS. 0 STABILIZED ENTRY: PROVIDE MINIMUM 3" TO 6' FRACTURED ROCK 50' LONG x 15' WIDE BY 6' DEEP OVER CONSTRUCTION GRADE FABRIC. 0 ALL SOILS TRACKED ONTO PAVED ROADWAYS MUST BE GLEANED UP ON A DAILY BASIS. WHEN 5TREET5 ARE WET OR DURING A RAIN EVENT THERE SHALL BE NO TRACKING OF SOILS ONTO THE STREET. o WATTLES INSTALLED PROPERLY BEHIND CURB OR 5112EWALKS 0 ROCK BA65 (MINIMUM 2 PER SIDE) AT ALL DRAIN INLET LOCATIONS WITHIN 150' OF THE PROJECT SITE. 0 INTERNAL FILTERS PLACED INSIDE EACH DRAIN INLET. 0 TRASH BARS ACROSS THE BACK OF ALL DRAIN INLETS. 0 STABILIZE ALL DISTURBED SOILS IN THE FRONT YARD AREAS WITHIN 15' OF THE BACK OF CURB OR SIDEWALK. (STRAW OR EROSION BLANKETS MAY BE USED FOR THI5 APPLICATION) o STABILIZE ALL SLOPES HHERE EW51ON COULD OCCUR AND CAU5E SILT RUN OFF. (5TRAW, V15QUEEN OR ER05ION BLANKETS MAY BE USED FOR THI5 APPLICATION) 0 ALL PAINT, FUEL, CONSTRUCTION PRODUCTS ETC. SHALL BE STORED IN A COVERED LOCATION HAY FROM SIDEHALK5 AND STORM DRAIN INLETS. 0 PORTABLE CHEMICAL TOILETS IF PROVIDED ON THE SITE MUST BE KEPT OFF OF STREETS AND 5IDEWAL K5 AND AT LEAST 50 FROM THE NEAREST STORM DRAIN INLET. o ALL TRASH MUST BE COLLECTED AND STORED PROPERLY. DO NOT LET ITEMS SUCH AS DRYWALL MUD BOXES, PAINT BUCKETS, CL.EANIN6 MATERIAL CONTAINERS ETC. COME IN CONTACT HITH ANY RAINFALL OR STORM HATER RUNOFF. 0 PROVIDE A DE516NATED AREA FOR CONCRETE HA5HOUT. HAY BALES LINED WITH V15GUEEN MAY BE USED FOR THIS APPLICATION. ROLLAWAY BINS MAY AL50 BE USED. ALL CONCRETE WASHOUT 5Y5TEM5 SHALL BE PLACED OFF OF THE PAVED STREETS. 0 AFTER INSTALLATION OF THE ABOVE ITEMS 15 COMPLETE A MAINTENANCE PROGRAM NEEDS TO BE DEVELOPED TO INSURE THE CONTINUED EFFECTIVENESS OF YOUR BMPS. I I 1 m I I I I I I I I I I 1 I I I I I I --27122-- -- -- -- 4?I'-0" PR0.1EGT SGOPE TO CONSTRUCT A NEW 3 BEDROOM RESIDENCE WITH ATTACHED 3 -CAR 6ARA6E GODS ANALY515 CODE 2013 CRC, 2013 GBG, 2013 GIG, GMC, CEG, BUILDING CODE, 2013 ENERGY CODE OCCUPANCY R-3 / U USE 1 RESIDENCE / PRIVATE 6ARA6E CONST. V -B SPRINKLERED STORIES STRUCTURAL NOTES SQUARE FOOTAGES: RESIDENCE: 2,140 S.F. 6ARA6E: 948 S.F. COV. PATIO: 1,121 S.F. COV. PORCH: 45 S.F. 1500 GAL. Mir` w SEPTIC TANK \ LEACH FIELD, c INSTALL PER V \ \ STANDARDS 1000 \\ 1000 6AL. SEPTIC TANK LEACH FIELD, INSTALL PER BUTTE COUNTY I I STANDARDS -� I S=UTURE 1 1 SHOP BUILDING UNDER SEPARATE PERMIT PHEET IND7E�X SHT. # CONTENTS 51TE PLAN, EXTERIOR WILDFIRE EXPOSURE NOTES, FASTENIN6 SCHEDULE and EROSION CONTROL NOTES 2 FLOOR PLAN and GREEN BUILDING) CODE 3 ELEVATIONS and ROOF PLAN 4 ELECTRICAL PLAN, VENTILATION, and VOG TABLES 5-I.I STRUCTURAL NOTES 5-1.2 TYPICAL FRAMING DETAILS 5-2 FOUNDATION PLAN 5-3 ROOF FRAMING PLAN 5-4 SHEAR WALL PLAN 5-5.1 5EGTION5 5-52 SECTIONS 54.1 FOUNDATION DETAILS 5-1.1 FRAMING DETAILS 5-12 FRAMING DETAILS 211.05, I \ APPROX. LOG. \ OF WELL I I -PROP05ED 4 i B/R RESIDEN09 PERMIT I BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR [� CSO/DE COMPLIANCE 7x'-C,--f nnTr/�G� REVIE. NEED FOR CODE COMPLIANCE APR 19 2017 TR13 AND ASSOCIATES ------------------- --�-l/------- -------------- - than 12 feet from the ground or walking surface of a deck, porch, patio or Similar surface. 41111,20117 041-r.00-002 sru. c:vt, CON 13.4 V C2 r. APR 13 2017 TRB AND ASSOCIATES Y � / 1 1 i 1 1 I 1 1 I 1 1 I 1 1 I i 1 I 1 1 I 1 1_ I� 1� 1 I 1 1 I 1 1 I t 1 I 1 1 I 1 '__- I 1 81226' NORTH SITE PLAN SCALE: 1' = 50'-0' 1 _71c Corgi GMV Date: 03/22/2011 Drawn: KRH Job No.: 15-094 Sheet: of: 00 24 0 U 00 m C0 LO o U) m H U) P7 LU 1`1 4 to Lo 0) Ul w¢ UO Q U) U m U GMV Date: 03/22/2011 Drawn: KRH Job No.: 15-094 Sheet: of: E 2013 GREEN CODE COMPLIANCE RE515DENTIAL MANDATORY MIA S GENERAL PROJECT REQUIRED TO MEET DIV1510N5 4.1-45. 4.106.3 SURFACE DRAINAGE TO BE DIRECTED AWAY FROM STRUCTURES, SEE 51TE PLAN. 4.106.6 IN THE NF.W DWELLING UNIT, PLEASE INDICATE THAT A LISTED RACEWAY SHALL BE INSTALLED TO ACCOMMODATE A DEDICATED 205/20 LT BRANCH CIRCUIT WHICH SHALL ORIGINATE AT THE MAIN SERVICE OR 50 PANEL AND SHALL TERMINATE INTO A L15TED CABINET, BOX OR OTHER ENCLOSURE TO FACILITATE THE FUTURE INSTALLATION AND USE OF ELEGTRIG VEHICLE (LV) GHAR6ER5. THE RACEWAY SHALL NOT BE LE55 THAN I INCH INSIDE DIAMETER AND SHALL BE CONTINUOUS AT ENCLOSED, INAC6ES5IBLE, OR CONGEALED AREAS AND 5PACE5. THE 5ERVIGE PANEL AND/OR 5UBPANEL SHALL PROVIDE CAPACITY TO INSTALL I 40 -AMPERE MINIMUM BRANCH CIRCUIT. THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS 'EV CAPABLE'. 4201.1 LOW-Rl5E RE51DWAL DJILDIN66 SHALL MEET OR EXCEED THE MINIMUM STANDARDS DE5I6N REQUIRED BY THE GEC. 4303.1 INDOOR WATER USAGE REDUCED BY AT LEAST 20% BY INDIVIDUAL FIXTURE AND FITTiN6 REDUCTION SEE TABLE AND NOTES IN DRAWIN65. 43033 PLUMBING FIXTURES TO MEET REQUIREMENTS OF TABLE 4305.5,5M NOTE ABOVE. 4.304.1 AUTOMATIC IRRI6ATION SYSTEM CONTROLLERS INSTALLED AT THE TIME OF FINAL INSPECTION SHALL BE WEATHER OR 501L -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 PA.%A6E OF RODENTS BY CL051N6 SUCH OMIN66 WITH GEMENT MORTAR, CONCRETE MASONRY OR 51MILAR METHOD ACCEPTABLE TO THE ENFORGIN5 A6ENGY. 4.406.1 A MINIMUM OF 50% OF THE WWoTRUGTTON WASTE 6ENERATED AT THE 51TE 15 DIVERTED TO RECYCLE OR 9ALVA6E. 4.4082 IF THE LOCAL JURISDICTION DOES NOT HAVE A CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE, A CONSTRUCTION WASTE MANAGEMENT PLAN SHALL BE SUBMITTED FOR APPROVAL TO THE ENFORGIN6 A6ENCY THAT COMPLIES WITH SECTION 4.4082 . 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 5EALED-COMBUSTION TYPE. ANY INSTALLED WOOD STOVE OR PELLET STOVE SHALL COMPLY WITH US EPA PHASE II EM155ION LIMITS WHERE APPLICABLE. WOOD STOVES, PELLET STOVES AND FIREPLACES SHALL ALSO COMPLY WITH APPLICABLE LOCAL ORDINANCES. 4504.1 DUCT OPENING AND OTHER RELATED AIR 015TRIBUTION COMPONENT OPENINGS SHALL BE COVERED DURING CONSTRUCTION. 45042.1 ADHESIVES, SEALANTS AND CAULKS SHALL BE COMPLIANT WITH VOG AND OTHER TOXIC, COMPOUNDS LIMITS. 450422 PAINTS, 5TAIN5 AND OTHER GOATIN65 SHALL BE COMPLIANT WITH VOC LIMITS. 450423 AEROSOL PAINTS AND COATINGS SHALL BE COMPLIANT WITH PRODUCT M16HTED MIR LIMITS FOR ROC, AND OTHER TOXIC COMPOUNDS. 45042.4 DOCUMENTATION SHALL BE PROVIDED TO VERIFY THAT COMPLIANT VOG LIMIT FINISH MATERIALS HAVE BEEN USED. 45043 CARPET AND CARPET SYSTEMS SHALL BE COMPLIANT WITH VOG LIMITS. 4504.4 50% OF FLOOR AREAS RECEIVING RE51LIENT FLOORING SHALL COMPLY WITH VOG-EMISSION LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH PERFORMANCE 5CHOOL5 (GHPS) LOW-EMITTIN6 MATERIALS LIST OR BE CERTIFIED UNDER RESILIENT FLOOR COVERING INSTITUTE (RFCU FLOORSCORE PRO6RAM. 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 6RADE FOUNDATIONS. 45053 MOISTURE CONTENTS OF BUILDING MATERIALS USED IN WALLS AND FLOOR FRAMING 15 CHECKED BEFORE ENCLOSURE. DO NOT ENCLOSE WALL OR FLOOR FRAMIN6 WHEN MOISTURE CONTENT EXCEEDS 1455. 4506.1 ENERGY STAR COMPLIANT EXHAUST FANS WHICH TERMINATE OUTSIDE THE BUILDING ARE PROVIDED IN EVERY BATHROOM. 4501.1 WHOLE HOUSE EXHAUST FANS SHALL HAVE INSULATED LOUVERS OR COVERS WHICH CLOSE WHEN FAN 15 OFF. COVERS OR LOUVER5 SHALL HAVE A MINIMUM INSULATION VALUE OF R-42. 45072 DUCT SYSTEMS ARE SIZED, DE516NED, AND EQUIPMENT 15 SELECTED USIN6 THE FOLLOWING METHODS: I. ESTABLISH HEAT LOSS AND HEAT &AIN VALUES AGGORDIN& TO ALGA MANUAL J OR EQUIVALENT. 2. SIZE DUCT SYSTEMS AGCORDIN6 TO ACGA 29-0 (MANUAL D) OR EQUIVALENT. 3. SELECT HEATIN6 AND COOLING EQUIPMENT AGCOIRDIN6 TO ACGA 36-5 (MANUAL 5) OR EQUIVALENT. L A Q L B 12'-4" Q I `fl GOND. UNIT PRE55LRE TANK 6040 5L. 6040 5L 6040 5L 5050 SL. 50 GAL. GAS W/H. ON la"RAISED PLATFORM. 8 IR o PROVIDE PT VALVE AND 015CHAReE TO 10 CLC?.0-5..CARPET o PROVIDE SEISMIC STRAPS TOP 11*3 AND BOT. 1/3 OF W/H. THE STRAP SHALL BE A MIN. OF 4" ABOVE CONTROL . o VENT FLUE THROUGH ROOF / A CATEGORY III OR IV VENT ORA TYPE " "VENT w/ 5TRAI6HT PIPE BETNJEEN OUTSIDE C7ARA SE TERMINATION AND THE SP E WHERE THE PROVIDE 1/2" GYP. BD. AT WATER HEATER 15 INST ALL WALLS m o A OAS SUPPLY LINE w/ A G PAGITY OF AT PROVIDE 5/8" GYP. BD. OR ti LEAST 200,000 BTU/HR. 1/2' CLO. BD. AT CEILING N o A CONDENSATE DRAIN THAI 15 NO MORE THAN 2" H16 IER THAN THE EASE OF THE INSTALLED WATER HEATER, ND ALLOWS NATURAL DRAINING WITHOUT PUMP N ASSISTANCE I 306050. ------------RIDGE --------- --------- SELF -GL Cx'; 22"x30" 20 MIN. ATTIC, 1-------------- r -------------i 1- ------------ c ACGE55 I I I I I I I I I I I I I I I I I o 8 i i i i i I LoNORY. I I I I i I LAM. I I I I I I I I I 10'x10'OH.DR. 10'x10'OH.DR. 10'x10'OH.DR. V� 0 fV 2636 5H. L G 14'-8 1/4" 0 54'-11/2" 12'-2 1/4" 104 44'-3 1/2" 12'-1 3/4" 10'-0" 10'-0" 121-15/4" I I II I I I I it I I I I II I I --------- ----------------------------------------- ----------------------------- 15'-31/2" I I I I I I I I I I I I I I I 12 I I GOY. PATIO I' I I I 12 I I I I 5050 SL. I I9'-1 3/4" I I I�1 " 1.-0.. I I VQ 3 I I _ II II I'I II II B 2880 FR I I I I I I I I E II II I,I II II m OFFICE I I I I I I I I I I 10 c 6. 5036 L. CARPET _ 4 I I Q I I O i i F_ _ ° i L - � 8080 5L. 6L DR. I I 40505H. 4050 5H. HB I I n I I I I SINK 6D. pyy I I I I I I� I I KI GHEN I I I 42" ZERO GLR I I TILE SHWR TO +8' n T07-1 G I I I I I I I F I WOOD BURNING F.P. OVER, SEE FIN15H ®.; I I III I I $ o NOTE BELOW. S 3 I I I I a+ I I I I 18" TB. I I ) I EXPOSED I I C, c I I I I c I I BEAMS, TYP. u -5a I I 2880 ��° I I I DINTN I LIYIN6 ROOM I I I I I F BA #2 ti III I I WOOD I CARPET 0 6. 3" DRAIN III I I II I I b I I M PH. O HALL T0771765_. CARPET 2AF10 -JA 3050 5H. LAM. SEAT LAM. IIIA I I JI SEAT I I \ I I ) I I ff EMP-), ... ►��►ms 0 0 3 i 22'x30' ATTIC, - ARCH - 36'-0" II II II II ENCLOSURE -X STE BATH r U G' -22"00" ATTIC, 3" DRAIN T ACGE5S III'' H FINISH NOTE: 5'-101/4" GOND. 261-4" IETLL II' -0 1/4 _ 16H A B N � G SAI NOTES H 5-5.1 5-5.1 5-5.1 HEATING, C.00LIN6 AIR CONDITIONING II II II ELECTRICAL NOTE5 II II {I I ---------- I. All work on this project shall conform to the 2013 editions of the CRC, GBG, GFG, CPG, CMG, 48"x66" I. The heat loss and heat gain of the air conditioned portion of the building shall be determined by CEG, Gal. Green Building Code and 2013 California Energy Code and any other applicable county I. A ground fault circuit interrupter (GFCI) 15 required for all 120 volt receptacles installed in J11 FIN15H NOTE a licensed heating and air conditioning contractor or engineer. Such person shall assume all and/or city codes and ordinances. 4 - bathrooms, garages, accessory buildings, outdoors, in unfinished basements, under -floor areas, EXTEND TO A HEIGHT OF NOT LESS THAN 6' responsibility for adequately heating and cooling the building. 2. Written dimensions are to be used, do not scale drawings. ABOVE THE FLOOR (MIN). laundry, utility and kitchen countertops and within 6 of a bar sink. 2. The systems shall be properly balanced by the Mechanical contractor. 3. Specific information on the drawing differing from these notes shall apply. 2. Electrical contractor to verify all fixture and device locations with Owner. 3. It shall be the responsibility of the Mechanical contractor to verify in the field that registers, 4. The contractor shall verify site conditions and their correlations with the drawings. 3. Electrical contractor shall pre -wire for telephones and T.V. outlets. } ducts, etc. are not located so as to cause subsequent damages to structural members in the 5. In the event certain features of the construction are not fully shown on the drawings or called 4. Smoke detectors shall be provided in compliance with local building code as shown on drawings, I framing. for in the notes, then their construction shall be of the some character as for similar conditions direct wire w/ battery backup. 4. All electrical disconnects, service wiring and conduit shall be made by the Electrical contractor. that are shown or called for and shall be approved by the architect. 5. Electrician shall install all built-in appliances. Control devices and their installation shall be by the Mechanical contractor. 6. The drawings represent the finished structure. Unless otherwise indicated, they do not indicate (b. Provide 110 V outlet and a switched light in crawl space within 25' of HVAG unit for service. 5. Provide R/A grille with filter. the method of construction. 1. Provide minimum 200 amp electrical service. (b. All HVAC, registers $ diffusers to have adjustable dampers. 1. All exterior walls to be 2xb studs at 16" o.c. U.N.O. All interior walls to be 2x4 studs at 16" o.c. 8. In the kitchen, dining room, or similar area of a dwelling unit, the two or more 20 -ampere small 1. Provide dual setback thermostats. n U.N.O. appliance branch circuits required shall serve all receptacle outlets and receptacle outlets for 8. All exhaust fans to have backdraft damper and a minimum of 50 cfm on intermittent system. Vert 8. Bedroom window finished sill height to be 44" maximum of egress windows. refrigeration equipment. Counter top receptacles shall be provided with a min. of two small to outside air. 9. All exhaust fans, gas ranges, and clothes dryers to be vented to outside. appliance branch circuits. 9. Provide mechanical unit on concrete pad. Confirm size and location. 10. Finish grade and finish floor elevations to be field set. Drainage around all structures is to be 1. One outlet on a separate 20 amp circuit must be provided for the laundry area and be within away from buildings at 5% slope for minimum 10'. Swale as required. six feet of the intended location of the appliance. This circuit shall have no other outlets. FINISH CARPENTRY 11. Dimensions noted "clear" or "clr" are minimum required dimensions and must be accurately 10. Metal water pipe and other metal piping that may become energized to the service equipment maintained. shall be bonded. 1. Perform all work necessary and required for finish woodwork including, but limited to: 12. All dimensions are to face of stud, face of concrete, or face of masonry, unless otherwise Il. Provide arc fault interrupter breaker at the main panel for all bedroom circuit outlets. A) Interior trim and millwork. noted. 12. Arc -fault circuit -interrupter protection to all 120 volt, single phase, 15 and 20 ampere branch B) Similar assemblies of finish wood. circuits supplying outlets installed in dwelling units shall be protected by a listed arc -fault circuit G) Hanging interior doors. ENERGY NOTES interrupter, combination type installed to provide protection of the branch circuit. ?Includes D) Installation of manufactured items not specifically noted to be installed by others. g lights, receptacles and smoke detectors. 2. Materials: I. All exterior doors and windows shall be weather stripped. 13. Tamper-resistant receptacles: All 125 volt, single phase, 15 and 20 ampere receptacles shall A) Cleats and hook strips: Pine. 2. All joints and penetrations in exterior walls, floors, and ceilings shall be caulked and sealed. be listed tamper resistant receptacles. B) Closet shelves Ixl2 MDF board. 3. Exhaust fans and fan systems to have backdraft damper control. 14. Bathroom receptacle outlets shall be supplied by at least one 20 -ampere branch circuit. Such 3. All millwork shall be fabricated and assembled from measurements taken at the site. 4. Shower heads and faucets shall be certified by the G.E.G. circuits shall have no other outlets. 4. Casing trim, Cleats, etc.: Apply with appropriate size nails countersunk and filled. All materials 5. All goe appliances shall have an intermittent ignition devise 15. Fixtures, lamp and receptacle outlets shall be secure)ysupported. A fixture that wei hs shall be applied to solid backing or applied with appropriate fasteners. b. Insulation: Walls 2x6 R -I9, Attic R-38. Interior sound insulation to be 3 1/2" sound batty, typical more than 6 pounds or exceeds 16" in any direction shall not be supported by the screw shell of at bedroom, laundry room and bathroom walls. the lamp holder. Outlet boxes shall not be used as the sole support for ceiling PLUMBING 1. Exterior windows, and doors with glazing, shall have permanent NFRG levels attached, U -values (paddle) fans. of doors or windows shall meet Title 24 calculations. 16. Receptacles installed in wet or damp locations must be listed weather -resistant type. 1. The drawings are schematic and indicate the systems and equipment to be used. Plumbing 8. Title 24 Installation Certification form GF -61R shall be posted prior to issuance of Certificate of contractor shall verify clearances, shall lay out and coordinate the plumbing work with the work Occupancy. PERMANENT INTERIOR LUMINARIES of other trades, and shall confirm the location of and install sleeves and hangers so that work 9. Ducts to be constructed per G.M.G. Insulate all ducts in unconditioned space with R-8.0 minimum of other contractors is not delayed. insulation. General: 2. Install gate valve at service entrance to building. Water heater energy factor to .60 10. Water heating equipment shall be certified by the G.E.G.. gy I. All installed luminaries shall be high-efficiancy. 3. All fixtures shall be supplied with hot and/or cold water, waste and vent piping as required. minimum, propane. Pipe within 5-0 of the water heater (in unconditioned space) shall be 2. High efficiency luminary fixtures must not contain a medium based screw type incandescent Waste and soil lines shall comprise a complete sanitary system from each fixture to, and insulated with R-3 insulation. socket. connected with the waste system. II. Mechanical equipment energy rating: AFUE=.90 for the furnace -propane, 5EER=14.0, EER=12.2. 3. All recessed luminaries in ceilings must be approved for zero -clearance insulation cover, 4. All waste lines shall have a continuous fall of 1/4" per foot inside the building. 12. All windows to be IowE2 dual glazed with vinyl frames, U-factor=0.32 for windows and 0.53 for electronic ballast, and air -tight. 5. Gleanouts shall be placed to service waste system in accordance with applicable codes and glass doors, 5HGG =0.25 for windows and 0.65 for glass doors. best plumbing practices. 13. Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency Bathrooms, Laundry Rooms, Utilitly Rooms and Garages: 6. A roved backflow revention devices shall be rovided on hose bibs. of not less than 40 lumens per watt (usually fluorescent). I. At least one luminaire installed in the bathrooms, garage, and laundry room shall be controlled 1. Aluminum of a 4" diameter drainage pipe shall be required for 4 or more water closets on the 14. Provide insulation certificate prior to final inspection. by a vacancy sensor. some horizontal branch or drain. 15. This building incorporates a Radiant barrier, see roof framing plan for more information. 8. Showers and tub/shower combination shall be provided with individual control valves of the Outdoor: thermostatic mixing, pressure balance, or combination valve type. DRYWALL 1. All permanent outdoor luminaries attached to the building must be high efficiency or controlled by a motion sensor and photocell. STREET NUMBERS I. All gypsum board seams to be taped. Texture walls and ceilings with light knockdown Finish 2. Controlled by a manual on/off switch. typical U.N.O. I. Provide a prominent identification number at each unit not less than 4" in height and which is 2. Install mold resistant board at all wet areas. VENTILATION easily visible from vehicular and or pedestrian traffic. 3. Install metal edge at all exposed exterior corners. 4. Gut all openings for outlets, switches etc., score B knock -out method will not be used. 1. Provide attic ventilation at areas with attic. Venting to be at o ratio of 1:300. For ventilation DOOR AND HARDWARE NOTES 5. Gypsum board to be painted with primer coat prior to texturing. calculations refer to the roof framing plan. Cover vents with 1/4" corrosion resistant wire mesh. b. Fasteners shall conform with GBG table 702.3.5 and shall be applied in such a manner as not to 2. I for vent size and Provide galvanized vents at areas with crawl space, see foundationplan o I. All exterior and interior door hardware to be as selected by owner. Exterior and interior fracture the face paper with the fastener head. Fasteners shall be spaced a minimum of 3/8 location. Venting to be at a ratio of 1:150. Locate vents close to corners and on at least two hardware finish to be as selected by owner. Key all exterior doors alike. inch from edges and ends. opposite sides to provide cross ventilation. Cover vents with 1/4" corrosion resistant wire mesh. 2. Privacy locks to be provided at Master bedroom and all bathroom doors. T. All edges and ends shall occur on the framing members, except those edges and ends which 3. Eave vents to meet Exterior wildfire Exposure requirements, see notes on sheet 1. 3. Provide 1 1/2 pair butts per door. are perpendicular to the framing members. 4. Each door to be provided w/ door stop. FLASHING GLAZING # WINDOW NOTES 1. All flashing shall be 26 ga. poly. iron unless otherwise noted. Prime d paint to match adjacent I. Doors, windows, and shower doors within hazardous areas to be impact resistant glass. construction. 2. All glass less than 18" above adjacent walking surfaces or within 24" radius of door jambs in 2. Flash and counter -flash at all roof/wall connections. closed position shall be fully tempered. 3. All window frames to be set in full bed of mastic. Lap building wrap over window flange except FIRE STOP NOTES at sill I. Fire -stopping shall be provided to out off all concealed draft openings (both vertical and horizontal) and shall form a barrier between a top story and roof space, and in the following specific locations: A) In exterior or interior stud walls, at ceilings. B) In all stud walls and partitions, including furred spaces, so placed that the maximum dimension and any concealed space is not over 10 feet. G) 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. 2. Penetrations of rated assemblies shall be fire -stopped. Fire stopping shall be an approved material as prescribed by the State Fire Marshall. 3 i 22'x30' ATTIC, - ARCH - 12 vQ3 PR 2880 PKT. OFFICE AKT CARPET F"I I� IQ 3 V�I°c 12 vQ3 I OL05ET I ' SAFETY GLASS I 0 6. G o I CARPET SHELVES 5TORAGE O OILS. CARPET 6x8x16 P CMU WALL- i 3 O o II II II II ENCLOSURE -X STE BATH r U G' -22"00" ATTIC, 3" DRAIN T ACGE5S III'' H FINISH NOTE: Ij I GOND. 0) IETLL BATHTUB AND SHOWER FLOORS AND WALL -5 12 vQ3 PR 2880 PKT. OFFICE AKT CARPET F"I I� IQ 3 V�I°c 12 vQ3 I OL05ET I ' SAFETY GLASS I 0 6. G o I CARPET SHELVES 5TORAGE O OILS. CARPET 6x8x16 P CMU WALL- i 3 N N It - � O o II II II II ENCLOSURE -X STE BATH r U G' -22"00" ATTIC, 3" DRAIN T ACGE5S r-- I C. H FINISH NOTE: Ij I GOND. 0) IETLL BATHTUB AND SHOWER FLOORS AND WALL -5 _ 16H ___ DBL. 5H. d P.10 . N � N N It - � O o II II II II 3040 5H, r U 5 � II II (�� FINISH NOTE: 2 GOND. 0) II BATHTUB AND SHOWER FLOORS AND WALL -5 Lo o UNIT N � vQ3 I A!� I I IA H II II II HB II II {I I ---------- - - - - 48"x66" TILE SHOWER, SHALL BE FIN15HED WITH A NONABSORBENT TILE TO 8', SEE J11 FIN15H NOTE BELOW m0) 4 - w U EXTEND TO A HEIGHT OF NOT LESS THAN 6' SEAT FLOORPLAN ABOVE THE FLOOR (MIN). Ill PERMIT # _ BUTTE COUNTY DEVELOPMENT SERVICES T o U REVIEWED FOR GARA6E: 948 5.F. � CODE COMPLIANCE 40 LU DATE�l / _/ % BY } Ln ao m I SHB O o 3040 5H, r U 5 N O (�� FINISH NOTE: 2 GOND. 0) BATHTUB AND SHOWER FLOORS AND WALL -5 Lo o UNIT v ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS 1'-3" 10'-3" SHALL BE FIN15HED WITH A NONABSORBENT LU a') SURFACE. SUCH WALL SURFACES SHALL m0) 26'-0" w U EXTEND TO A HEIGHT OF NOT LESS THAN 6' U FLOORPLAN ABOVE THE FLOOR (MIN). O SCALE: 1/4" = 1'-0" RESIDENCE: 2,140 S.F. U GARA6E: 948 5.F. COV. PAT105: 1,121 S.F. LU 13 COV. PORCH: 95 S.F. FINISH NOTE: I. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN 5HOWER COMPARTMENTS SHALL BE FIN15HED WITH A NONA55ORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LF -55 THAN 6' ABOVE THE FLOOR (MIN). E EV VIE �t�.VIE«rn"-�D FOR CODE COMPLIANCE APR 19 2W TRB AND ASSOCIATES FRAMING LEGEND 5TO. 2x4 WALL CON5T. 5TD. 2x6 WALL CONST. INSULATED WALL CRIPPLE FRAME ATOP PLATE CONT. FRAME TO BOT. OF 5015SOR TRUSS REY151ON5 DATE Date: 03/22/2011 Drawn: KRH Job No.: 15-094 Sheet: of: O o O r U N O (�� �a LL_LU_ 0) m Lo o Q v V w N Cl) LU a') C, m0) w U U LO U O 11 0 U Date: 03/22/2011 Drawn: KRH Job No.: 15-094 Sheet: of: LL_LU_ V J V LU C, l_.1 O LU 13 V m � LU Z � v Date: 03/22/2011 Drawn: KRH Job No.: 15-094 Sheet: of: YI1W114VIlYi�l'%°.�• �'i�ilfl�; �,1u.1LIl� u1�.�1W. ��u ... a ._ . , ---— _. E 24" PLAS 6.1. W FINISI MIN 4 2" Mil A m X X X n� n� m TYPICAL EAVE VENT LOCATION A B MOTE: ® DENOTES WALL TO ROOF FLASHING, ATTIC, VENTILATION: 3,750 S.F. /300 = 123 /2 = 625 LOW VENTS: 625 /0.52 = 12.02 = (13) 5 1/2"x22" \15522 EAVE VENTS, MIN. HIGH VENTS: 625 /034 = 1034 = (II) 12"44" O.E. LOUVER VENTS w/ V551212 SUB BASE FLASHING, MIN. ROOF PLAN SCALE: 1/6" = 1'-0" G \ / D �- - ---- ------ ---79 -- - - it N� FLASHING, CHIMNEY m I (4 510E5) I i 46' 12"x12" 3:12 DORMER VENT, - -- TYP.OF 4 — i 5-5.1 5-5.1 m IX � n x 36' 24" cr 4 .. x x m d n ............................................................. . FF: .O'-0" ................ APPROVED CHIMNEY GAP MTL. SHROUD MTL. GAP C F 6 H DE6.. ......COMP. ROOFING,, TYP.x12 � 6CORATIVE .12 BEAMS w/ bxb DIA. 1 BRACING,, TYP. AT FRONT AND SIDES ........... .......................... ........ E FE 1 RICHT SIDE ELEVATION SCALE: 1/4" = 1'-0" LEFT S 1 DE ELEVATION 1 SCALE: 1/4" = 1'-0" rA '13/4" MAX. VERTICAL CHANGE AT EXTERIOR DOORS, TYP. PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR [� CODE COMPLIANCE DATE—Y--? Y'/% - - --t�Y T� REVIEWED € OR CODE COMPLIANCE 12 APR 19 20117 12"x24" O.E. LOUVER U Mi VENT, TYP. OF (12) �6 TFB AVID ASSOCIATES 2x8 BARGE W/ Ix2 TRIM, TYP. — ' 12 �3 i 2x6 3If BARGE PLASTER OVER FOAM TRIM, TYP. - - FF. O'-0" ILI - jrp- SCREED, STUCCO STONE 7/6" PLASTER, 3 COAT TYP. �I \ / �I 3 TYP. VENEER, TYP. 4 SIDES OVER 2 LAYERS 21 WEEP SGRE�D t—KU `�T LLL X AT 101 � GRADE 'b' PAPER NOTE: 3 SCALE: 1/4" = 1'-0" ® DENOTES WALL TO ROOF FLA5HIN6 SCALE: I • = I'-0' - - -- ----.-,T- 1 7 mm REV1510N5 -Ml DATE OU N o s MIMI e... m-lFm-lnmFm-lrN'I -- ❑� 0��❑� _ - ■ ❑❑❑❑❑ ■ ■ ■ . T LO m w RICHT SIDE ELEVATION SCALE: 1/4" = 1'-0" LEFT S 1 DE ELEVATION 1 SCALE: 1/4" = 1'-0" rA '13/4" MAX. VERTICAL CHANGE AT EXTERIOR DOORS, TYP. PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR [� CODE COMPLIANCE DATE—Y--? Y'/% - - --t�Y T� REVIEWED € OR CODE COMPLIANCE 12 APR 19 20117 12"x24" O.E. LOUVER U Mi VENT, TYP. OF (12) �6 TFB AVID ASSOCIATES 2x8 BARGE W/ Ix2 TRIM, TYP. — ' 12 �3 i 2x6 3If BARGE PLASTER OVER FOAM TRIM, TYP. - - FF. O'-0" ILI - jrp- SCREED, STUCCO STONE 7/6" PLASTER, 3 COAT TYP. �I \ / �I 3 TYP. VENEER, TYP. 4 SIDES OVER 2 LAYERS 21 WEEP SGRE�D t—KU `�T LLL X AT 101 � GRADE 'b' PAPER NOTE: 3 SCALE: 1/4" = 1'-0" ® DENOTES WALL TO ROOF FLA5HIN6 SCALE: I • = I'-0' - - -- ----.-,T- 1 7 mm REV1510N5 -Ml DATE '13/4" MAX. VERTICAL CHANGE AT EXTERIOR DOORS, TYP. PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR [� CODE COMPLIANCE DATE—Y--? Y'/% - - --t�Y T� REVIEWED € OR CODE COMPLIANCE 12 APR 19 20117 12"x24" O.E. LOUVER U Mi VENT, TYP. OF (12) �6 TFB AVID ASSOCIATES 2x8 BARGE W/ Ix2 TRIM, TYP. — ' 12 �3 i 2x6 3If BARGE PLASTER OVER FOAM TRIM, TYP. - - FF. O'-0" ILI - jrp- SCREED, STUCCO STONE 7/6" PLASTER, 3 COAT TYP. �I \ / �I 3 TYP. VENEER, TYP. 4 SIDES OVER 2 LAYERS 21 WEEP SGRE�D t—KU `�T LLL X AT 101 � GRADE 'b' PAPER NOTE: 3 SCALE: 1/4" = 1'-0" ® DENOTES WALL TO ROOF FLA5HIN6 SCALE: I • = I'-0' - - -- ----.-,T- 1 7 mm REV1510N5 -Ml DATE GgED ARCy�IF AWkiy�0j * 163 R 01 O O O O 0L LL - Lu 1.1_1 } z lu O cl � � O Lu ' � v m � � � 0 C V Date: 05/22/2017 Drawn: KRH Job No.: 15-Og4 Sheet: of: OU N o s d) (D O Ln's? v ; LO m w m ¢LO U)0) W< 0 U o Q dam' U mu GgED ARCy�IF AWkiy�0j * 163 R 01 O O O O 0L LL - Lu 1.1_1 } z lu O cl � � O Lu ' � v m � � � 0 C V Date: 05/22/2017 Drawn: KRH Job No.: 15-Og4 Sheet: of: TABLE 49052 FIXTURE FLOW RATES MAXIMUM FLOW RATE AT) 20 PERCW REWCTION FLOW RATE MAXIMUM FLOW RATE AT) 20 PERCENT REDUCTION Slwwerhoods 25 cpm 0 60 psi 2 cpm 0 80 psi Lavatory faxots residential 22 gpm 0 60 psl 15 cpm 0 60 psi' Kitchen feuds 22 cpm 0 60 psi Ib gm 0 60 psi 6r" talk tpe water closets Ib gallonsRlush 126 gallonsRlush' Flushometer tank water closets Ib gallonsi lush 128 gallons/fhush' Flushometer valve water closets Ib gallons/Plush 126 gallonsRlush' Electromechanical h#cvflc water closets Ib galloro/flush 128 gallonsRlush' Urinals IA galloroRbsh 5 gallonsRlush I. Includes single and dual flush water closeb with an effective flush of 128 gallons or lass. Single flush toilets - The effective flesh vokme shall not exceed 1.215 gallons. The effective flush volume is the average flush vokme when tested In accordance with ASME A112192532. Dual flush toilet - Th eeffectIve flush vobme shall not exceed 128 gallons. The effective flush vokme to defined on the con milks, average flash voluhe of two reduced flushes anne d ofull flush. Flush voknes will be tested in accordance with ASW A112.192 and ASME AII2.19.14. 2. Lavatory faucets shall not have a flow rate less than Ob cpm of 20 psi. TABLE 49039 STANDARDS FOR PU MBIN6 FD U 5 AND FIXTURE F"NS REOURED STANDARDS Water closets (tolbts)-flushometer vaNe-dpe skgle CURRENT VOG LIMIT fkmh, moxha flush vokme A%E A 112192/05A 6451-128 gal (4b U Motor closets (toHets)-f lushomotor valve -lope dual ASME A 1121914 and US. EPA WaterSeme Tank -Tire High-EPfklency Tollet flush, moxbahm flesh volume &dlon -128 gal (4b U Now Closets (collets) - tank US. EPA Water5ome Tank- Toilet gpooft4tion Urinals, maxkmn flush volume ASME A 112192/06A 6451 - 05 I QA U 50loor adhesives ASME A 1121919 (vitreous chhW Urinals, nonwater urinals ANSI Z124A - 2004 or IAPMO Z124A (plastic) Rosldential bathroom lavatory sink faucets= 50 Maxbhum flow rate -15 qpm (57 L/mW ASME A 11218.1/G5A 5125.1 TABLE 45041 ADHESIVE VOG LIMITk' Less Water and Less Exempt 0onpamds in Pram per Uter AROHHTEGTURAL APPLICATIONS CURRENT VOG LIMIT Indoor corpot adhosives 50 Corpot pad achasives 50 Outdoor carpot adhesives 150 Wood F adhesives 100 Rubber floor adeelves 60 50loor adhesives 50 Ceramic the adhesives 65 VCT ad asphalt the adhesives 50 Priyall and pawl adhesives 50 Cove base adhesives 50 Kitlimm,posm construction adhesives 70 Structural glazing adhesives 100 Slnqleroof mmbrae aehesives 250 other adhesives not "McaI4 listed 50 SPECIALTY APPLICATIONS 550 PVC NOUN 510 CPVC welding 490 ABS wok" 525 Plastic cement Holding 250 Adhesive prbw for plastla 550 Contact adhesive 60 Special purpose contact adhesive 250 Structural wood member adhesive 140 Top and trim adhesive 250 SUBSTRATE 5PEGIFIC APPLICATIONS 250 Metal to metal 30 Plastic foam 50 Porous material (except wood) 50 Wood F adhesive 50 Fber lass 60 I. If an adhesive Is used to bond dbslnllar substrates together, the adhesive with the highest VOC content shall be allowed. 2. For additional Information regarding methods to meow" the VOC content specifled In this table, we South Coast Air Gballty Management Dbtrkt Rub 1166. TABLE 45042 SEALANT VX UHT Less Water and Less Exempt Compounds In brans per Liter SEALANTS aUR w VOC LIMIT Architectural 250 Marine deck 960 Nmembrone roof 500 Medium dmroj fberboard 250 le root membrane 450 Other 420 SEALANT PRTMER59 50 Architectural - Nonpoura» - Pours 250 T15 Plastic carat welding 500 Adhesive prhw for plasba 760 Contact adhesive 950 TABLE 45045 FORMALDEHYDE LIMITS' Maxlmm Faml dehyde Emissions In Pats per Milian PRODUCT EFFECTIVE 44 I, 2012 Hardwood p"od veneer core 0.05 Hardwood p44pod cmposlto core 0.05 Particleboard 0.09 Medium dmroj fberboard 0.11 Thin medium dam fberboard' 0.15 I. Values in this We aro derived from those "IMed by the California Ar Resources Board, Ar Toxics Control Measure for Composite Wood as tested In accordance with ASTM E 1535.96 (2007). For additional Information, we California Code of R,oTld oro, TItlo 17, Sections 95120 through 9512012. 2. This medium derahty Pbwbocrd has a maxkwn thkknoss of 8 mm. TABLE 45048 VOG CONTENT LIMITS FOR ARGFHTECTURAL 00ATIN65x' Gram of VOC per titer of Coating, Less Water and Less Exempt 0onpaMds 1161 a per Liter COATING CATIBSORY EFFECTIVE W2011 Flat coat 50 Nonflat codV7 100 Nonflat-hkjh glass codliT 150 51 -ION 4 I Alunlmhm roof coatings 400 Basement speclaIN coatings 400 Bitummous root coat 50 Bitumhous roof prWw5 550 Bond breakers 550 Concrete curing compounds 550 Concreta/masorry sealers 100 Drive sealers 50 fog coat 150 Faux fInishhg coatings 550 Fire resbtNe 550 Floor 100 Form -release 250 &ophV- ants coat (sky points) 500 e coatings 420 Industrial malntomme coat 250 Low sollds coat ' 120 Magesi a aemnt coat 450 Mastic texture coatings 100 Metallic pqmnted wdkT 500 Mubw coatings 250 Pretreatrrert wash prbws 420 Frbers, sealers, and uclercoatero 100 Roactive Penetrating scalers 550 Recycled coatings 250 Roof coat 50 Rat roventative coatings 250 Shellacs - clear 930 550 SImIaltq p1nmrs, sealers, and udercoaters 100 Stains 250 Store consolidates 450 Swkwing pool coatings 540 Traffic marking coat 100 Tib and the refhbh cod" 420 matevoeingmemhbraes 250 Wood coat 275 Wood eservatNes 350 Zinc -rich prftm 540 1. e hft of Vm er Mier or coating, huuahg water and mcuang 2. The specified Units remain in effect unless revised lhb are listed in subsequent columm in the table S. Vales in this We ere derived from those specified by the California Ar Resources Bard, Architectural Coatings Suggested Control Measure, February 1, 2006. More Infer matlon Is avallable from the Ar Resources Board. VENTILATION RATE SUMMARY WHOLE BUILDING 2,740 S.F. / 100 = 27.40 S.F. 75 .S.F. X (5 B/R + 1) = 50 S.F. 27.40 + 30 = 57.4 CFM REQUIRED KITCHEN HOOD OVER RANGE MUST BE > 100 CFM. BATHROOM BATHROOM EXHAUST FAN MUST BE > 50 CFM. 6ENERAL NOTES I. KITCHENS AND BATHROOMS SHALL HAVE LOCAL EXHAUST FANS VENTED TO THE OUTSIDE. 2. VENTILATION AIR SHALL COME FROM THE OUTSIDE AND MAY NOT BE TRANSFERED FROM ADJACENT 0HELLIN6 UNITS, 6ARA6E5, OR CRAWLSPACES. 5. VENTILATION INTAKES SHALL BE LOCATED AT A 10 FOOT MIN. AWAY FROM KNOWN CONTAMINATES. 4. VENTILATION 5Y5TEM5 THAT SUPPLY AIR TO HABITABLE SPACES SHALL BE EQUIPPED WITH A MERV-6 OR BETTER FILTER. 5. FANS USED FOR WHOLE HOUSE AND LOCAL VENTILATION SHALL BE RATED FOR SOUND AND AIRFLOH. A. ALL CONTINUALLY OPERATED FANS SHALL BE RATED AT A MAX. OF I.0 SONE. B. INTERMITTENTLY OPERATED WHOLE -BUILDING VENTILATION FANS SHALL BE RATED AT A MAX. OR 1.0 50NE. C. INTERMITTENTLY OPERATED LOCAL EXHAUST FANS SHALL BE RATED AT A MAX. OF 5.0 SONE. D. REMOTELY LOCATED AIR -MOVING EQUIPMENT (MOUNTED OUTSIDE OF HABITABLE SPACES) NEED NOT MEET SOUND REQUIREMENTS IF THERE 15 AT LEAST 4 FEET OF DUCTWORK BETWEEN THE FAN AND THE INTAKE GRILL. 6. VENTILATION 5Y5TEM CONTROLS SHALL BE LABELED AND THE HOME ONWER SHALL BE PROVIDED HITH INSTRUCTIONS ON HOW TO OPERATE THE SYSTEM. HHOLE HOUSE VENTILATION OPTIONS HHOLE HOUSE VENTILATION REQUIREMENTS MAY BE MET BY THE FOLLOHIN6: I. A CONTINUALLY OPERATED LOCAL EXHAUST FAN'. 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 HHOLE-HOUSE VENTILATION REQUIREMENTS. 5. BOTH EXHAUST AND SUPPLY FANS: EXHAUST AND SUPPLY FAN CFM MAY NOT BE ADDED TO ACHIEVE MIN. CFM REQUIREMENTS. 4. THE VENTILATION REQUIREMENTS MAY BE INTE6RATED INTO THE CONDITIONING 5Y5TEM U51N6 MODIFIED CFM. RATES FOR INTERMITTENT OPERATION. " A CONTINUALLY OPERATED BATHROOM EXHAUST FAN HILL MEET THE WHOLE HOUSE VENTILATION REQUIREMENT FOR THIS PROJECT IF CFM 15 6REATER THAN 52.45. BATHROOM EXHAUST FANS MECHANICAL EXHAUST FANS HHICH EXHAUST DIRECTLY FROM BATHROOMS SHALL COMPLY WITH THE FOLLOHIN6: 1. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE BUILDING. 2. UNLE55 FUNCTIONING A5 A COMPONENT OF A WMOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUM1015TAT MICH SHALL BE READILY ACCESSIBLE. HUM1015TAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETHEEN A RELATIVE HUMIDITY RANGE OF 50 TO DO PERCENT. r-- - F -T ------------------------------ F9------------------------�------------------------ �------------------------------ �------------- ----------------------------- ---------, ---------------------------------------�------------------------ I ------------------------i i------------------------------i-i---------J L_- .c -------------------------- ELECTRICAL 51'MBOL5 -$ 51NOLE OUTLET RECEPTACLE4 DIMMER SWITCH 1/2 HOT RECEPTACLE 4 I R151 -BUTTON SNITCH - 6ARACE DOOR FOURPLEX RECEPTACLE p PUSI-SUTTON SWITCH - DOORBELL 6FI DUPLEX RECEPTACLE w/ 6ROW FAULT INTERRUPT d TV CABLE TV JACK m@0 220V 220V DUPLEX RECEPTACLE d TELE TELEPHONE JACK _: k U UNDERCOUNTER RECEPTACLE d T/D TELEPHONE / DATA COMBO JACK O FLOOR OUTLET ® CAT 6 DATA JACK -¢- OVERHEAD INCANDESCENT L16HT U.O.N. 3 EVC. 220V ELECTRIC VEHICLE CHAR6ER RECESSED INCANDESCENT L16HT U.O.N. -+ 6A5 6A5 STUBOUT WALL -MOUNT INCANDESCENT LIGHT U.O.N.(D ® THERY05TAT FIRE SPRINKLER F� AN 'F' BY TIeE SYMBOLS MOTES F11M FIXTURE (3) EF EXHAUST FAN - -- AN L. BY THESE SYMBOLS DENOTES LED FIXTURE}EF 51N6LE UNIT EXHAUST FAN d LIGHT FAN AND LIGHT ® IIOV IIOV SMOKE DETECTOR {� DIRECTIONAL SPOTLI6HT ® IIOV SMOKE DETECTOR w/ p� DIRECTIONAL FLOOD LI6HT CARBON MONOXIDE 5EN50R EMERGENCY LIGHT rual= CHIMES FLUORESCENT TUBE FIXTURE I� DZx FUSED 220V DISCONNECT 51N6LE, THREE, FOUR s FIVE POLE SWITCHES O 6D SAR5ASE DISPOSAL Fir•VIEldl ED FGR COBE CO 0PLIANCE TRB AND ASESOCIATES PERMIT # BUTTE REVTIDEVELOPMENT SERVICES CODE CON1('U- ANCE DATE '/-'R y -/T I3Y NOTE: I. ALL FIXTURES TO BE LED. TYP., U.N.O. ELEGTRIGAL PLAN SCALE: 1/4" = I'-0" 21 U) c4 F N M Q 0) U) 0) w U U a ci 110 mU Date: 05/22/2011 Drawn: KRH Job No.: 15-094 Sheet: a of: 01 41 00 DESIGN DATA Code used: 2013 California Building Code Floor loading: N/A - Slab on grade Roof loading: Live loads: Typical roof - 20lbs/SF Dead loads: Typical roof-16lbs/SF Composition shingles Wind loading: Basic 3 -second gust wind speed (mph) 110 Wind importance factor, I 1.00 Wind exposure category C Internal pressure coefficient, GCpi +/-0.18 Seismic: Seismic importance factor, I 1.00 Mapped spectral response acceleration; 1500 PSF Ss 0.840 S1 0.264 Site class D Design spectral response coefficients; 60 PCF SDS 0.652 SD1 0.329 Seismic design category D Basic seismic -force -resisting system(s) Yes Bearing wall system - plywood shearwalls at 12" below top of adjacent Design base shear See calculations Seismic response coefficient(s), Cs 0.100 Response modification factor(s), R 6.5 Analysis procedure; 3-8d common, toenail Equivalent lateral force procedure 4-8d common, toenail 01 41 00 FOUNDATION DESIGN DATA 1. Soil design information: Allowable soil design pressures: Testing Continuous footings 1500 PSF Grade beams 1500 PSF Isolated footings 1500 PSF Retaining walls: observation Active pressure (restrained) 60 PCF Active pressure (cantilevered) 35 PCF Passive pressure 150 PCF Frictional resistance 0.25 x dead load 2. Minimum footing depth: Yes Bottom of footings shall be located at 12" below top of adjacent natural grade - see Drawings. 8d common at 6" o/c, toenail 0141 13 GENERAL CONDITIONS 1. All work on this project shall conform to the adopted editions of the UBC, UMC, NEC and any other applicable County and/or City codes and ordinances. 2013 CBC (Based on 2012 IBC), 2013 CRC (Based on 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), 2013 California Green Building Standards Code, and the 2013 Building Energy Efficiency Standards. 2. Architect shall approve all adjustments to these plans related to the Drawings. 3. Written dimensions are to be used; do not scale these drawings. 4. Specific information on the Drawings differing from these notes shall apply. 5. The Contractor shall verify site conditions, and their correlation with the Drawings, and shall notify the Architect in writing of any errors, inconsistencies, omissions or discrepancies prior to beginning of construction. The Contractor shall be held liable for the results of any known errors, inconsistencies, discrepancies or omissions that are not brought to the Architect's attention prior to commencement of work. 6. In the event certain features of the construction are not fully shown on the Drawings or called for in the Specifications then their construction shall be of the same character as for similar conditions that are shown or called for and shall be approved by the Architect. 7. The Drawings represent the finished structure. Unless otherwise indicated, they do not indicate the method of construction. The Contractor shall provide all measures necessary to protect the structure, workmen and other persons during construction. Such measures shall include, but not be limited to; bracing, shoring for construction equipment, shoring for the building, forms, and scaffolding. 8. All site -work and grading shall be done in compliance with the Drawings. Where shown on Drawings, elevations, and locations of steps in foundation, and heights of foundation walls shall be verified to suit actual proposed and existing conditions. 9. Finish grade and finish floor elevations to be per site plan. 10. Dimensions noted "clear" or "clr" are minimum required dimensions and must be accurately maintained. 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 the design shown without express written permission of the Architect and/or the local Building official. 0145 33 SPECIAL INSPECTIONS 1. In addition to inspections required by CBC 1.8.4.4, the project owner or the Architect of record acting as the owner's agent shall employ one or more special inspectors who shall provide inspections during construction for the following items: a. During the installation of epoxied and Titen HD anchors. CBC 1705.1.1. b. Concrete to be placed in steel pan decks. c. Continuous special inspection is required during field gluing operations of elements of the main windforce or seismic -force resisting system. Periodic special inspection is required for nailing, bolting, anchoring and other fastening of components within the main windforce or seismic -force resisting system, including wood shear walls, wood diaphragms, drag struts, braces and holdowns. Exception: Special inspection is not required for wood shear walls, shear panels and diaphragms, including nailing, bolting, anchoring and other fastening to other components of the main windforce or seismic -force resisting system, where the fastener spacing of the sheathing is more than 4 inches on center. d. During the welding of any member or connection that is designed to resist loads and forces required by the CBC. Exceptions: 1. Welding done in an approved fabricators shop in accordance with CBC Section 1704.2.2. 2. The special inspector need not be continuously present during welding of the following items, provided the materials, qualifications of welding procedures and welders are verified prior to the start of work; periodic inspections are made of work in progress; and a visual inspection of all welds is made prior to completion or prior to shipment of shop welding: (1) Single -pass fillet welds not exceeding 5/16" in size. (2) Floor and roof deck welding. (3) Welded studs when used for structural diaphragm or composite systems. (4) Welded sheet steel for cold -formed steel framing members such as studs or joists. (5) Welding of stairs and railing systems. 2. Duties and responsibilities of the special inspector: a. The special inspector shall observe the work assigned for conformance with the approved design drawings and specifications. b. The special inspector shall furnish weekly inspection reports to the building official, the engineer or architect of record, and other designated persons. All discrepancies shall be brought to the immediate attention of the contractor for correction, then, if uncorrected, to the proper design authority and the Building Official. c. The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of his knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the CBC. d. Inspector shall maintain, on site, daily logs for review by the Jurisdiction inspectors. 3. A qualified person under contract with the project owner who is acceptable to the architect and Building Official shall provide the special inspections. Special inspections for this project are to be performed by: Applied Testing Consultants 3060 Thorntree Drive, Suite 10 Chico, California 95973 (530) 891-6625 4. A summary of tests, inspections and submittals performed by an approved special testing lab, special inspector, architect, and/or engineer shall be as noted above, and specified in the matrix below. The special inspections listed are not intended to be all inclusive and only represent special inspection requirements for the structural portions of the work. Additional special inspections of architectural, mechanical, electrical, plumbing, fire sprinklers or other systems may be required. Refer to the appropriate design disciplines for additional information. Description Testing Special Structural Certificate Shop 2" subfloor to joist or girder 2-16d common, blind and face nail Inspection observation (Letter) drawings Structural steel 4-8d common, toenail, or 2-16d sinker, end -nail Double studs 16d sinkers at 16" o/c. Doubled top plates Double top plates Yes Concrete in pad decks Yes Yes 8d common at 6" o/c, toenail Rim joist or blocking to sill plate 8d common at 6" o/c, toenail Structural field welding 2-16d sinkers, face nail I Yes 16d sinkers at 16" o/c alongeach ed e Ceiling joists to top plate 3-8d common, toenail Epoxied anchors, 4-8d common, toenail Ceiling joists, laps over partitions Yes Ceiling joists to parallel rafters 3-16d sinkers, face nail Expansion anchors, 3-16d sinkers, 2 toe nails on one side, and 1 toe nail on opposite 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 Post installed anchors 16d sinkers at 16" o/c, except where noted otherwise Abutting studs at intersecting wall comers 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 Shearwall nailing and 2-16d sinkers at each bearing Collar tie to rafter Yes Jack rafter to hip 3-1 Od common, face nail, or 2-6d sinkers, face nail hardware 2-16d sinkers, toenail, or 2-16d sinkers, face nail Joist to band joist rim joist 3-16d sinkers, face nail Glu -lam beams and Yes engineered lumber 01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 1. Recycle and/or salvage for reuse a minimum of 50 percent of the nonhazardous construction and demolition debris, or meet a local construction and demolition waste management ordinance, whichever is more stringent. Excavated soil and land -clearing debris are excepted. Where the local jurisdiction does not have a construction and demolition waste management ordinance, a construction waste management plan shall be submitted for approval to the enforcing agency that: a. Identifies the materials to be diverted from disposal by recycling, reuse on the project or salvage for future use or sale. b. Specifies if materials will be sorted on-site or mixed for transportation to a diversion facility. c. Identifies the diversion facility where the material collected will be taken. d. Identifies construction methods employed to reduce the amount of waste generated. e. Specifies that the amount of materials diverted shall be calculated by weight of volume, but not by both. 2. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed two (2) pounds per square foot of the building area, shall be meet the minimum 50 -percent construction waste reduction requirement in 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. 02 25 00 EXISTING MATERIAL ASSESSMENT 1. 4.505.3 Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent moisture content. Moisture content shall be verified in compliance with the following: a. Moisture content shall be determined with either a probe - type or contact -type moisture meter. b. Moisture readings shall be taken at a point 2 feet to 4 feet from the grade stamped end of each piece to be verified. C. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. 2. Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Wet -applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure. 03 20 00 REINFORCING STEEL 1. Reinforcing steel to conform to ASTM A615, including supplement Sl. All bars shall be new stock deformed bars, grade 40 for #4 bars and smaller, grade 60 for #5 bars and larger, typical unless otherwise noted. Bars to be welded shall conform to ASTM 706. 2. Details for reinforcing shall conform to Chapter 7 of ACI 318-11. 3. Bar splices - Concrete - Unless noted otherwise, reinforcement bars to be lapped minimum 40 bar diameters, but in no case less than 24". Horizontal laps in adjacent bars shall be staggered 60" minimum. 4. Bends in reinforcement shall be in accordance with ACI 318-11. 5. Walls, pilasters and columns shall be doweled to their supporting footings with vertical dowels of the same size and spacing as the vertical reinforcing, unless otherwise noted on the plans. Where possible, vertical bars shall be one-piece, full height. 6. For concrete or masonry construction, vertical reinforcing bars shall be accurately located in walls as noted on plan details. 7. All reinforcing to be securely wired and properly supported above ground and away from the form. 8. Where required, bar supports shall be provided as specified in the "Manual of Standard Practice" published by the Concrete Reinforcing Steel Institute (CRSI). 9. All dimensions shown for locations of reinforcing steel are to center of bar unless noted as "clr". "Cir" dimensions are to face of bar and denote clear coverage. Unless specifically noted otherwise, concrete coverage shall be 3" where concrete is placed directly against earth, and 2" where concrete is exposed to earth but is against forms. Slabs on grade shall have reinforcing at mid -depth unless otherwise noted - refer to Drawing details. 10. Welding of crossing bars and tack welding of reinforcing shall not be permitted. 03 30 00 CAST -IN PLACE CONCRETE 1. Exposure class for concrete: Negligible exposure. 2. Construction joints shall be prepared to expose clean, solidly embedded aggregate over the entire joint interface. Construction joints shall be adequately keyed. Their locations and details, when not shown on the Drawings, shall be subject to the approval of the Architect. 3. Concrete placement shall be continuous between construction joints. 4. Unless otherwise shown on the drawings, concrete slabs shall be cast in square or rectangular patterns not exceeding 400 SF in area. Provide construction, contraction or weakened plane joints at intervals not exceeding 20 feet in any direction. Install contraction joints in both directions at re-entrant comers. 5. Sleeves, pipes and conduits shall not be placed through continuous or spread footings, grade beams or tie beams unless specified and detailed on plans. 6. Conduit shall not be placed in any slab less than 3-1/2 in. thick. If conduit is placed in a concrete slab, its outside diameter shall not be greater than 1/3 the slab thickness. The minimum clear distance between conduits shall be 6 inches. 3 7. All exposed comers shall be chamfered /, In. unless noted otherwise. 8. Structural steel shapes, tubes and pipes embedded in concrete shall have a minimum concrete cover of 3 inches clear to earth. 9. Bottoms of all footings shall rest on firm, undisturbed soil. Minimum depth is noted on Drawings. 10. Concrete slabs on ground shall have a minimum thickness of 4". Refer to Drawings for more specific information. 11. Concrete slabs on ground required to have a vapor retarder by the California Building Code shall be underlain with the following assembly: A capillary break, consisting of a 44nch thick base of 1/2 inch or larger clean aggregate placed atop the sub grade, 10 mil vapor retarder, minimum 2" granular fill placed atop the vapor retarder. The granular fill atop the vapor retarder shall not be wet prior to placing concrete. 03 3100 STRUCTURAL CONCRETE 1. Foundation element or condition per CBC Table 1808.8.1: 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). 2. The minimum 28 -day compressive strength of concrete shall be: Foundations/pad footings 2500 PSI Slabs on grade 2500 PSI Pan decks 3000 PSI 2. Concrete proportions shall be determined in accordance with the provisions of ACI 318, Section 5.2. 3. Concrete contractor shall submit a concrete mix design for concrete slabs on ground (prepared by the concrete supplier) to the Architect for review and approval prior to placing concrete. The mix design shall employ the use of optimal aggregate size to reduce the water/cement ratio. 4. Portland cement shall conform to ASTM C150. 5. Concrete aggregates shall conform to ASTM C33 for normal weight concrete. 6. Nominal maximum size of coarse aggregate shall not be larger than: a. 1/5 the narrowest dimension between sides of forms, nor; b. 1/3 the depth of slabs, nor; c. 3/4 the minimum clear spacing between individual reinforcing bars or wires. 7. Water used in mixing concrete shall conform to ASTM C1602. 8. Admixtures used to increase the workability of the concrete shall not be considered to reduce the specified minimum cement content. 9. Ready mix concrete shall be mixed and delivered in accordance with ASTM C-94. 04 22 00.16 ADHERED MASONRY VENEER 1. Veneer units shall not exceed 36 inches in the greatest dimension or more than 720 square inches in total area and shall not weigh more than 15 psf. 2. Backing shall be two coat cement plaster over metal lath, with a minimum thickness of %" per CBC Table 25-F. Lath attachment to framing shall be per CBC Table 25-C. 04 72 00 MANUFACTURED STONE VENEER 1. Manufactured stone veneer shall be as manufactured by Cultured Stone - A division of Owens Coming. Confirm color and style with Owner. 2. Install manufactured stone veneer per manufacturer's specifications. 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. 4. All structural steel to be painted with one shop coat of Zinc chromate primer or equal. After erection, field connections shall be touched up. Do not paint the portion of steel to be embedded in concrete. 05 0519 POST -INSTALLED CONCRETE ANCHORS 1. Anchor capacity used in design shall be based on the technical data published by the anchor manufacturer or such other method as approved by the Architect. 2. Substitution requests for alternate products must be approved in writing by the Architect. Contractor shall provide calculations demonstrating that the substituted product is capable of achieving the performance values of the specified product. Substitutions will be evaluated by their having an ICC ESR showing compliance with the relevant building code for seismic uses, load resistance, installation category, and availability of comprehensive installation instructions. Adhesive anchor evaluation will also consider creep, in-service temperature, and installation temperature. 3. Install anchors in accordance with the manufacturer's instructions, as included in the anchor packaging. 4. Structural observation by the Architect, or engineer of record during the installation of all post -installed concrete anchors. 05 05 23 STRUCTURAL STEEL WELDING REQUIREMENTS 1. Welding shall comply with American Welding Association Standard AWS D1.1, "Structural Welding Code - Steel". Welders qualified under the procedures set forth by this Standard shall perform all welding. 2. Unless otherwise noted, welding electrodes used shall be E70XX, with a minimum nominal tensile strength of 70 ksi. 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, lap 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, laps and intersections 2-16d sinkers, face nail Continuous header, two pieces 16d sinkers at 16" o/c alongeach ed e 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 opposite 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 comers 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 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 any stud at a 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 It t maximum a in and within 12" of end of each bolts a 72" o/c.spacing g 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 '/2" of the edge of the bottom plate on the side(s) with sheathing with nominal unit shear capacity greater than 400plf for wind or seismic. 5. Bolt holes in wood or steel shall be 1/1 6" 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. 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. 17. 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 APR'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 wood structural panels shall have 3/8" edge distance and nail heads shall not penetrate face ply. d. Wood structural panels shall butt at centerline of single supporting member with edge nailing from each panel into that member. e. No piece of roof, 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 8. 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 2. N/A 4. SHEARWALLS 2. 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 IO.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 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. 0618 00 GLUED -LAMINATED BEAMS 1. Materials, manufacture and quality control of glued -laminated beams shall be in accordance with ANSI/AITC A190.1. Fabrication shall be in an approved fabricators shop. 2. Laminating combinations shall meet the requirements of ANSI/AITC A190.1, and shall provide the design values equal to or exceeding the values noted in Table 5A Expanded, 2005 National Design Specifications for Wood Construction, for the appropriate combination noted on the plans. Unless otherwise noted, beams used for this project shall be 24F -V4, DF/DF. 3. Glued -Laminated members shall bear a Quality Mark and a Certificate of Conformance must be provided to indicate conformance with ANSI/AITC A190.1. This Certificate of Conformance shall be submitted to the field inspector prior to completion of the framing inspection. 4. Glued -Laminated members used in exterior applications and not protected from moisture shall be Alaska Yellow Cedar. Combination: 20F -V12 AC/AC, Fb=2000psi, Fv=190psi, MOE=1,500,000psi, fc er =560 IP P) si. P 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 B 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. 31 23 16.13 TRENCHING 1. The finish excavation for foundations shall be neat and true to line with all loose material and standing water removed prior to concrete placement. PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE v Zy-/ � SY 7"" lam REVIE10,1ED FOR CODE COiMPLIANCE APR 19 2017 TIRB A!D ASSOCIATES REVISION DATE: 04-04-I1 Revisions: 03-28-11 0 P/C AND VARIOUS ADDITIONAL INFORMATION Plot date: O.-0C\1Z Omz NOd (V MM a ��0 (7 tD e d LO *�U pi� LL. X21 it LO 0 cq w N -m W �0) ZC Q (n0) It U 0 LO o O T (nU USED ARCy/� AT * . 1 693 * I RE < Z W 1L J >_ U M HI O -1 _J LU tu } U V LLJ Q >__O w l) 0 QL Z K U W -Q O Q S-_ Z LLI (a < m U 0) Z i- n W � 1---! O Date: DEC 2014 Drawn: F.G. Job no.: 115-094 Sheet: S-1.1 of: 111111111111111,���� ..... I'll, 1111111p�111111111�110� ---- I-',-'-"'- 1-11-1-1 ,-----"-" ���������������������������������� .......... ������������������������������������� I ______ -,- - 1001 oil 1111111111111111411111 1: I , , 11� NOTE: THIS DETAIL APPLIES TO A TYPICAL NON - ENGINEERED WALL LINE CONTRUCTED PER THE PRESCRIPTIVE DESIGN CRITERIA SET FORTH BY THE UNIFORM BUILDING CODE. CONTRACTOR SHALL NOTIFY ARCHITECT OF RECORD PRIOR TO NOTCHING OR DRILLING ANY TOP PLATE AT A STRUCTURAL WALL LINE. TOP PLATE 1/8" THK x 1-1/2" STRAP �^ WITH MINIMUM 4-IGd NAILS ^i AT EACH SIDE OF PENET. i TYP. + + 7+ + PIPE PENETRATING TOP PLATE NOTE: THIS DETAIL MAY ALSO BE USED AT SOLE PLATE SPLICE CONDITIONS. END LENGTH i CLEAR SPAN* i END LENGTH I I I I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I 1 I 1 I CS STRAP I I I ++ + +: + + + + + i` + + + �^ + ` + ` + ` + + + + + + •I + • + � I I I CMST STRAP I � + + + + + + + + + + + + + + + + + + + i + + + + + + i + + + + in + + + + + + + + +i + + + + + + + + + + + +: ++ + + ++ + + 1 I 1 1 CMSTC STRAP I I NOTES: * NAILS NOT REQUIRED IN CLEAR SPAN. * FOR CSI4 STRAPS. INSTALL FASTENERS AT V O/C IN THIS AREA 20 PENETRATION IN TOP PLATE 16 CS/CMST NAILING 5-1.2 REV: II -II -11 STRAPPING -045_A SCALE: 1-1/2" = 1'-0" 5-1.2 REV: 04-12-12 STRAPPING -022_A SCALE: N/A NOTE: INSTALL MIN. 3 x MEMBERS AT ADJACENT WALL PIERS WITH ASPECT RATIO (H/W) EXCEEDING PLYWOOD PANEL EDGES WHEN REQUIRED 3.5:1 SHALL NOT BE CONSIDERED IN THE SUM OF BY SHEAR SCHEDULE. THE SHEARWALL SEGMENTS. E.N. PLYWOOD AT PERFORATED WALLS AS SHOWN BELOW. CUT OUT PLYWOOD AT OPENINGS. JCC LICNWIIV IiJ 19 TYP. PERFORATED SHEARWALL 5-1.2 REV: 12-23-I6 NOTE: *REFER TO DETAIL I6/S-1.2 2 x BLOCKING FOR STRAP INSTALLATION. CS14 H. 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. Y,I,d,IM IVC I,—I'.• I1p T/1 PERFORATED -SW -002-A SCALE: NONE 5EE DRAWINGS 1s TYP. PERFORATED SHEARWALL S-1.2 REV. 12-23-I4 NOTE: UNLESS SPECIFICALLY NOTED ON ROOF FRAMING PLAN. ROOF PLYWOOD MAY BE OMITTED UNDER OVERLAY FRAMING AS SHOWN BELOW. INSTALL ALL BRIDGING AS REQUIRED PER TRUSS MFR. OMIT VERTICAL BRACES WHERE RAFTER SPAN IS LESS THAN ALLOWABLE PER FRAMING PLAN 4' SQ. x 1/2" PLYWOOD GUSSET AT BRACE TO RAFTER (4-8d NAILS) 2 x ( DF#2 ROOF RAFTE AT 24" 2 x 8 NAILER - ATTACH TO EACH TRUSS BELOW WITH 3-I4d NAILS ROOF SHEATHING RAFTER SPAN PERFORATED -SW -002-A SCALE: NONE 2 x 4 VERT - 2 x ( TIE — SHAPED 2 x L BLOCK x 21." AT EACH VERT. — 2 x 8 RIDGE A TRUSS TOP CHORD *(XX) -14d ON BOTH SIDES OF BUTT SPLICES IN DOUBLE TOP PLATE ILd NAILS AT IG"O/C 4'-O" MIN. 2-ILd 2-IGd DOUBLE TOP r � PLATE SPLICE JJ- ILBUTT 11 SPLN:-kI -4� -7d- TYPICAL TOP PLATE BUTT SPLICE *(XX) -14d ON BOTH SIDES OF WALL INTERSECTIONS ILd NAILS 4'-O" MIN. AT IL' 0/C-1 TOP PLATE SPLICE AT WALL INTERSECTION * REFER TO DWGS FOR NUMBER OF ILd NAILS REQUIRED - 8-I4d MIN. PER CBC. DETAIL ABOVE APPLIES TO ALL EXTERIOR WALLS AND ALL GRID LINES WITH SHEARWALLS. 12 TOP PLATE SPLICE DETAIL S-1.2 REV. 04-22-05 TYPICAL FRAMING -001-A SCALE: NONE NOTE: REFER TO DRAWINGS FOR SPECIAL KINGSTUDS. REFER TO DETAIL 00/0-00 FOR TYPICAL WALL FRAMING AND KINGSTUD NOTES. ALL HOLDOWNS SHALL HAVE MINIMUM (2)2x KINGSTUD, THICKNESS TO MATCH WALL THICKNESS. THESE DETAILS SHALL APPLY, EXCEPT WHERE MORE STRINGENT INFORMATION IS INDICATED ON DRAWINGS. FASTEN TRIMMER TO KINGSTUDS WITH ILd NAILS AT IL" O/C, TYPICAL UNLESS OTHERWISE NOTED. NAIL TOP IE'S TOGETHER WITH IGd NAILS AT IV O/C, TYPICAL 2-I4d NAILS INTO EACH KINGSTUD PROVIDE ADDITIONAL NAILS THROUGH TOP N 4 E r A.B. SPACING NOTED ON DWGS FOR SW — SHEARWALL JOINT IN MUDSILL, WHERE OCCURING SSTB ANCHOR n n ALLOWABLE WHERE KINGSTUD IS DOUBLED, TENSION LOAD MODEL END LENGTH FASTENERS (ILO%) CMSTI2 33' 14 - IGd 9215 39" 8L - IOd 9215 CMSTI4 2G' 51 - ILd (490 30" G( - IOd (490 CMSTC14 20" 50 - IGd 4585 FASTEN KINGSTUDS WITH SINKER CSI4 15" 2G - IOd 2490 IL" 30 - 8d 2490 CSIL 11" 20 - IOd 1105 13" 22 - Sd 1105 CSIB 9" It. - IOd 1310 II" IS - 8d 1310 CS20 L' 12 - IOd 1030 9" 14 - 8d 1030 CS22 1" 10 - IOd 845 L" 12 - 8d 845 NOTES: * NAILS NOT REQUIRED IN CLEAR SPAN. * FOR CSI4 STRAPS. INSTALL FASTENERS AT V O/C IN THIS AREA 20 PENETRATION IN TOP PLATE 16 CS/CMST NAILING 5-1.2 REV: II -II -11 STRAPPING -045_A SCALE: 1-1/2" = 1'-0" 5-1.2 REV: 04-12-12 STRAPPING -022_A SCALE: N/A NOTE: INSTALL MIN. 3 x MEMBERS AT ADJACENT WALL PIERS WITH ASPECT RATIO (H/W) EXCEEDING PLYWOOD PANEL EDGES WHEN REQUIRED 3.5:1 SHALL NOT BE CONSIDERED IN THE SUM OF BY SHEAR SCHEDULE. THE SHEARWALL SEGMENTS. E.N. PLYWOOD AT PERFORATED WALLS AS SHOWN BELOW. CUT OUT PLYWOOD AT OPENINGS. JCC LICNWIIV IiJ 19 TYP. PERFORATED SHEARWALL 5-1.2 REV: 12-23-I6 NOTE: *REFER TO DETAIL I6/S-1.2 2 x BLOCKING FOR STRAP INSTALLATION. CS14 H. 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. Y,I,d,IM IVC I,—I'.• I1p T/1 PERFORATED -SW -002-A SCALE: NONE 5EE DRAWINGS 1s TYP. PERFORATED SHEARWALL S-1.2 REV. 12-23-I4 NOTE: UNLESS SPECIFICALLY NOTED ON ROOF FRAMING PLAN. ROOF PLYWOOD MAY BE OMITTED UNDER OVERLAY FRAMING AS SHOWN BELOW. INSTALL ALL BRIDGING AS REQUIRED PER TRUSS MFR. OMIT VERTICAL BRACES WHERE RAFTER SPAN IS LESS THAN ALLOWABLE PER FRAMING PLAN 4' SQ. x 1/2" PLYWOOD GUSSET AT BRACE TO RAFTER (4-8d NAILS) 2 x ( DF#2 ROOF RAFTE AT 24" 2 x 8 NAILER - ATTACH TO EACH TRUSS BELOW WITH 3-I4d NAILS ROOF SHEATHING RAFTER SPAN PERFORATED -SW -002-A SCALE: NONE 2 x 4 VERT - 2 x ( TIE — SHAPED 2 x L BLOCK x 21." AT EACH VERT. — 2 x 8 RIDGE A TRUSS TOP CHORD *(XX) -14d ON BOTH SIDES OF BUTT SPLICES IN DOUBLE TOP PLATE ILd NAILS AT IG"O/C 4'-O" MIN. 2-ILd 2-IGd DOUBLE TOP r � PLATE SPLICE JJ- ILBUTT 11 SPLN:-kI -4� -7d- TYPICAL TOP PLATE BUTT SPLICE *(XX) -14d ON BOTH SIDES OF WALL INTERSECTIONS ILd NAILS 4'-O" MIN. AT IL' 0/C-1 TOP PLATE SPLICE AT WALL INTERSECTION * REFER TO DWGS FOR NUMBER OF ILd NAILS REQUIRED - 8-I4d MIN. PER CBC. DETAIL ABOVE APPLIES TO ALL EXTERIOR WALLS AND ALL GRID LINES WITH SHEARWALLS. 12 TOP PLATE SPLICE DETAIL S-1.2 REV. 04-22-05 TYPICAL FRAMING -001-A SCALE: NONE NOTE: REFER TO DRAWINGS FOR SPECIAL KINGSTUDS. REFER TO DETAIL 00/0-00 FOR TYPICAL WALL FRAMING AND KINGSTUD NOTES. ALL HOLDOWNS SHALL HAVE MINIMUM (2)2x KINGSTUD, THICKNESS TO MATCH WALL THICKNESS. THESE DETAILS SHALL APPLY, EXCEPT WHERE MORE STRINGENT INFORMATION IS INDICATED ON DRAWINGS. FASTEN TRIMMER TO KINGSTUDS WITH ILd NAILS AT IL" O/C, TYPICAL UNLESS OTHERWISE NOTED. NAIL TOP IE'S TOGETHER WITH IGd NAILS AT IV O/C, TYPICAL 2-I4d NAILS INTO EACH KINGSTUD PROVIDE ADDITIONAL NAILS THROUGH TOP N 4 E r A.B. SPACING NOTED ON DWGS FOR SW — SHEARWALL JOINT IN MUDSILL, WHERE OCCURING SSTB ANCHOR n n HEADER WHERE KINGSTUD IS DOUBLED, 12" MAX. I 12" MAX. NOTE: INSTALL 1/2" DIA. x 10' ANCHOR BOLTS AT 12' O/C TYPICAL UNLESS OTHERWISE NOTED. REFER TO PLANS FOR A.B. SPACING AT SHEARWALLS. WHERE SPACING IS NOTED, NOTED SPACING APPLIES ONLY AT SHEARWALL, REMAINDER OF WALL MAY HAVE A.B: S AT 12' O/C TYPICAL U.O.N. EACH PIECE OF MUDSILL MUST HAVE AT LEAST (2) ANCHOR BOLTS. ANCHOR BOLTS MUST BE INSTALLED WITHIN 12' OF EACH END OF EACH PIECE. WHERE MUDSILL IS NOTCHED MORE THAN 1/2 OF ITS WIDTH, PROVIDE ADDITIONAL BOLT AT EACH SIDE OF NOTCH SIMILAR TO CONDITION AT JOINT SHOWN ABOVE. REFER TO ANCHOR BOLTS NOTES ON SHEET S-I.I FOR ADDITIONAL INFORMATION. AT 2 x 4 AND 2 x 8 WALLS, CENTERLINE OF ANCHOR BOLTS SHALL BE LOCATED NO MORE THAN 1-3/4" FROM EDGE OF FRAMING TO RECEIVE SHEARPLY. 08 ANCHOR BOLT PLACEMENT DETAILS S-1.2 REV: 10-03-I4 TYPICAL 1FRAMING_009_A NOTE: STANDARD NAILING NOT SHOWN FOR CLARITY. REFER TO NAILING SCHEDULE ON SHEET S-I.I -r-----------i HEADER TIGHT TO SEDER E - TOP i2, WHERE OCCURING EDRAWINGS t � i KINGSTUD WOOD FRAMED SEE DRAWINGS HEADER IS NOT FLUSH TO TOP PLATE FASTEN SINGLE KINGSTUD TO HEADER WITH (L)-ILd NAILS— PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR u CODE COMPLIANCE ?/� DATE_! a ! /� BYE C. HEADER CONTINUOUS OVER POST FACENAIL AT EACH STUD: 2-14d —� FACENAIL - 4-I6d— HEADER - SEE DRAWINGS TRIMMER - SEE DRAWINGS B. HEADER SPLIT AT KINGSTUD FACENAIL - 2-I4d FACENAIL - 4-I4d HEADER- SEE EADER-SEE DRAWINGS TRIMMER - SEE DRAWINGS EACH ■ MINIMUM PER PIE MUDSILL SCALE: NONE TOP PLATE (4)-I4d NAILS EA. SIDE FULL HEIGHT KINGSTUE AT EACH SIDE OF BE PROVIDE FULL BEARIN UNDER BEAM - SEE D D. BEAM INTO WALL - BELOW PLATE LINE BEAM - SEE DWGS (-0-14d NAILS E - WGS FULL HEIGHT KI AT EACH SIDE PROVIDE FULL UNDER BEAM - A. SIDE BEAM SEE D NGSTUD OF BEAM BEARING SEE DWGS C. BEAM INTO WALL - TOP FLUSH WITH TOP OF WALL *END LENGTH *END LENGTH STRAP - SEE DWGS - CSIG IF NOT NOTED TOENAIL AT EACH SIDE OF HEADER: 2-I4d (4)-4)NAILS EA. SIDE BEAM - SEE DWGS FULL HEIGHT KINGSTUD DOUBLE KINSTUD - DOUBLE DRAWINGS AT EACH SIDE OF BEAM SEEPROVIDE FULL BEARING UNDER BEAM - SEE DWGS NOTE - REFER TO DETAIL 00/0-00 FOR STRAP INSTALLATION B. BEAM INTO WALL - TOP FLUSH WITH TOP OF WALL TOENAIL AT EACH SIDE OF HEADER: 2-I4d SINGLE KINGSTUD - SEE DRAWINGS * END LENGTH * END LENGTH STRAP - SEE DWGS - CSI4 IF NOT NOTED BEAM- _� SEE DRAWINGS SEE DRAWINGS TRIMMER - SEE DRAWINGS NOTE: _ �`��`�EE�uSED CODE COi:n'L REFER TO DETAIL 00/0-00 -aP FOR STRAP INSTALLATION 19 20117 A. HEADER SPLIT AT KINGSTUD A. BEAM TO WALL JOI CONNECTION AT SILL 002 002 001 TRB,rllil. __--- 10 TYPICAL KINGSTUD DETAILS 04 FRAMING DETAILS 02 FRAMING DETAILS 5-1.2 REV: 04-20-14 TYPICAL FRAMING -004-A SCALE: I" = I' -O" 5-1.2 REV: 02-0I-14 TYPICAL FRAMING -002-A SCALE: NONE5-1.2 REV: 02-0I-14 TYPICAL FRAMING -002-A SCALE: NONE TRUSSES TYPIGAL FRAMING NOTES ATOP le BEAM - TOP R CUT REFER TO WALL FRAMING NOTES ON SHEARWALL WHERE NOTED ON DWGS.(8)-ILd NAILS AT PLAN. PROVIDE ADDITIONAL EACH SIDE OF SPLICE GIRDER TRUSS OR STRAP - SEE PLAN STUD UNDER TRUSSES UNLESS OTHERWISE NOTED BEAM ATOP to FOR SIZE. CSI( MIN. TRIMMERS: 2-2 x TOP PLATE L' -O", USE MINIMUM (2)2x TRIMMERS UNLESS THAT OCCUR OFF LAYOUT ON STRUCTURAL PLANS MINIMUM (1) 2 x - EXCEPT WHERE OPENING WIDTH EXCEEDS OTHERWISE NOTED ON DRAWINGS. _ _ _ _ ----- TRIMMERS TO MATCH WALL FRAMING WIDTH. KINGSTUDS: _ _ MINIMUM lD 2 X_ WHERE OPENING WIDTH EXCEEDS V -O', USE MINIMUM (2)2x KINGSTUDS UNLESS OTHERWISE NOTED ON DRAWINGS. \ PROVIDE FL L T MINIMUM 2-2x KINGSTUDS AT HOLDOWN LOCATION B t UNDER KINGSTUDS TO MATCH WALL FRAMING WIDTH. FROM M ABO E HEADER - INSTALLED B�.00 I GAT TIGHT TO TOP PLATE WHERE HEIGHT OF WALL FRAMING EXCEEDS � � HORIZ NTAL i PO - FULL E F G TO +9'-3/4'. USE MINIMUM (2)2x KINGSTUDS REGARDLESS PL, W0 D JOINTS--".�� J MIN (2)-2 x KINGSTUD FO NDATION WHERE HD OCCURS OF OPENING WIDTH. TYPICAL E S ADJACENT TO DOOR/ REFER TO DRAWINGS FOR MORE STRINGENT CONT. 2 x 4 " D Al SSW FOR IZE WINDOW MI I UM (U-2 x REQUIREMENTS. WHERE OCCURING. BRIDGING AT i KINGSTUD EXCEPT A.E WHERE HD'S ATTACH TO MULTIPLE STUDS. EACH RAFTER TYPICAL OTHERWISE NOTED ON THIS STAGGER PLYWOOD EDGE NAILING TO ALL S ARPLY WHERE OPENING DETAIL AN THE DR WING MEMBERS UNLESS OTHERWISE NOTED ON O URING. DRAWINGS. 7RERA S SPAN ' I x G COLLAR -.i ABLE TIES AT 48" O/C A ------------------------------ EN----- - - -- ----------- -- ---------------- --------------------- Ef 4 ILd ::4-Ul AT EACH CONN. 2 x L TIES AT 24" O/;C "n CALIFORNIA FRAMING DETAIL — LIGHT ROOF COVERING S-1.2 REV: 05-11-12 TYPICAL FRAMING -008_B SCALE: NONE (2)-2 x SILL 2 TRIMMER -SEE REFER TO SHEAR TRANSFER DETAILS ON SHEET S11 PLYWOOD T PLAN FOR c rHER S-0.0 FOR ADDITIONAL INFORMATION NOT NOTED END STUDS �T I CCNDITIONS HERE. HG� DOWN A R D FOR BEAM TO WALL CONNECTION, REFER S DRAWI S TO DETAIL 00/0-00 FOR REFERTODETAIL 00/0-PLATE00 LICE DETAILING, CHREHD 0 DER ! ! REFERFOR TO DETAIL(S): 00/O OOADER ACHMENT, REFER TO FDN PLAN FOR I6 SW - SEE PLAN FOR LENGTH ANCHOR BOLT SPACING AT SHEARWALLS 09 TYPICAL WALL FRAMING — SLAB FLOOR — ONE STORY S-1.2 REV: 03 -11 -II TYPICAL FRAMING -005_A REFER TO NOTES ON SHEET 8-1 AND NAILING SCHEDULE ON SHEET S-1 FOR ADDITIONAL INFORMATION NOT NOTED HERE. HEADERS MAY BE INSTALLED TIGHT TO TOP PLATE, OR WITH CRIPPLES ATOP TO TOP PLATE AS REQUIRED. SEE DRAWINGS. UNLESS OTHERWISE NOTED AND DETAILED ON DRAWINGS. PLYWOOD SHEARWALL SHALL START FROM. AND FASTEN TO THE PT MUDSILL REFER TO DETAIL 00/0-00 FOR ADDITIONAL INFORMATION REGARDING "SOLID BLOCKING" WHERE CONCENTRATED, LOADS OCCUR AT 001 SCALE: NONE I REVISION DATE: 04-04-11 Revisions: 03-28-11 0 P/C AND VARIOUS ADDITIONAL INFORMATION II Plot date: ONW O LO RCO m c\10)0(0.0 00 ( LO N LO XX @1 a ¢U L m pp^^ r u� � 0 Ln (r) ti zgF- U) M j a� U) 0) Q W U Ij o= mW U G�gED ARCy/�F Co J` *18,693 R sTgTF C1` CAUE�\P z I� LL- -1 }— U L L O � J LLI Lu z Q W V Z 0 0 Z 7OZ O Q � � Lu m U c<l >_ n 0z LU Date: DEC 2014 Drawn: F.G. Job no.: 115-094 Sheet: S-102 of: HEADER WHERE KINGSTUD IS DOUBLED, ADD (U-IGd NAILS THROUGH NOTE: SECOND KINGSTUD HEADER MAY BE 2-I4d FRAMED TIGHT TO TOP t FASTEN KINGSTUDS WITH ILd NAILS AT IL" O/C, TYP. TRIMMER - SEE DRAWINGS HEADER SPAN ) L FEET MIN. 2-2x KINGSTUD REQUIRED. I FASTEN SINGLE KINGSTUD TO HEADER WITH (4)-I4d NAILS HEADER WHERE KINGSTUD IS DOUBLED. ADD (4)-ILd NAILS THROUGH �, 2-IGd SECOND KINGSTUD,' c•m a FAS KINGSTUDS WITH I"°" TRIMMER ILd NAILS AT IG" O/C. TVP. SEE DRAWINGS I: I. TYPICAL CONDITION - HEADER SPAN < OR - G FEET TRIMMER - SEE DRAWINGS KINGSTUD 2-I4d NAILS INTO EACH KINGSTUD FROM SILL PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR u CODE COMPLIANCE ?/� DATE_! a ! /� BYE C. HEADER CONTINUOUS OVER POST FACENAIL AT EACH STUD: 2-14d —� FACENAIL - 4-I6d— HEADER - SEE DRAWINGS TRIMMER - SEE DRAWINGS B. HEADER SPLIT AT KINGSTUD FACENAIL - 2-I4d FACENAIL - 4-I4d HEADER- SEE EADER-SEE DRAWINGS TRIMMER - SEE DRAWINGS EACH ■ MINIMUM PER PIE MUDSILL SCALE: NONE TOP PLATE (4)-I4d NAILS EA. SIDE FULL HEIGHT KINGSTUE AT EACH SIDE OF BE PROVIDE FULL BEARIN UNDER BEAM - SEE D D. BEAM INTO WALL - BELOW PLATE LINE BEAM - SEE DWGS (-0-14d NAILS E - WGS FULL HEIGHT KI AT EACH SIDE PROVIDE FULL UNDER BEAM - A. SIDE BEAM SEE D NGSTUD OF BEAM BEARING SEE DWGS C. BEAM INTO WALL - TOP FLUSH WITH TOP OF WALL *END LENGTH *END LENGTH STRAP - SEE DWGS - CSIG IF NOT NOTED TOENAIL AT EACH SIDE OF HEADER: 2-I4d (4)-4)NAILS EA. SIDE BEAM - SEE DWGS FULL HEIGHT KINGSTUD DOUBLE KINSTUD - DOUBLE DRAWINGS AT EACH SIDE OF BEAM SEEPROVIDE FULL BEARING UNDER BEAM - SEE DWGS NOTE - REFER TO DETAIL 00/0-00 FOR STRAP INSTALLATION B. BEAM INTO WALL - TOP FLUSH WITH TOP OF WALL TOENAIL AT EACH SIDE OF HEADER: 2-I4d SINGLE KINGSTUD - SEE DRAWINGS * END LENGTH * END LENGTH STRAP - SEE DWGS - CSI4 IF NOT NOTED BEAM- _� SEE DRAWINGS SEE DRAWINGS TRIMMER - SEE DRAWINGS NOTE: _ �`��`�EE�uSED CODE COi:n'L REFER TO DETAIL 00/0-00 -aP FOR STRAP INSTALLATION 19 20117 A. HEADER SPLIT AT KINGSTUD A. BEAM TO WALL JOI CONNECTION AT SILL 002 002 001 TRB,rllil. __--- 10 TYPICAL KINGSTUD DETAILS 04 FRAMING DETAILS 02 FRAMING DETAILS 5-1.2 REV: 04-20-14 TYPICAL FRAMING -004-A SCALE: I" = I' -O" 5-1.2 REV: 02-0I-14 TYPICAL FRAMING -002-A SCALE: NONE5-1.2 REV: 02-0I-14 TYPICAL FRAMING -002-A SCALE: NONE TRUSSES TYPIGAL FRAMING NOTES ATOP le BEAM - TOP R CUT REFER TO WALL FRAMING NOTES ON SHEARWALL WHERE NOTED ON DWGS.(8)-ILd NAILS AT PLAN. PROVIDE ADDITIONAL EACH SIDE OF SPLICE GIRDER TRUSS OR STRAP - SEE PLAN STUD UNDER TRUSSES UNLESS OTHERWISE NOTED BEAM ATOP to FOR SIZE. CSI( MIN. TRIMMERS: 2-2 x TOP PLATE L' -O", USE MINIMUM (2)2x TRIMMERS UNLESS THAT OCCUR OFF LAYOUT ON STRUCTURAL PLANS MINIMUM (1) 2 x - EXCEPT WHERE OPENING WIDTH EXCEEDS OTHERWISE NOTED ON DRAWINGS. _ _ _ _ ----- TRIMMERS TO MATCH WALL FRAMING WIDTH. KINGSTUDS: _ _ MINIMUM lD 2 X_ WHERE OPENING WIDTH EXCEEDS V -O', USE MINIMUM (2)2x KINGSTUDS UNLESS OTHERWISE NOTED ON DRAWINGS. \ PROVIDE FL L T MINIMUM 2-2x KINGSTUDS AT HOLDOWN LOCATION B t UNDER KINGSTUDS TO MATCH WALL FRAMING WIDTH. FROM M ABO E HEADER - INSTALLED B�.00 I GAT TIGHT TO TOP PLATE WHERE HEIGHT OF WALL FRAMING EXCEEDS � � HORIZ NTAL i PO - FULL E F G TO +9'-3/4'. USE MINIMUM (2)2x KINGSTUDS REGARDLESS PL, W0 D JOINTS--".�� J MIN (2)-2 x KINGSTUD FO NDATION WHERE HD OCCURS OF OPENING WIDTH. TYPICAL E S ADJACENT TO DOOR/ REFER TO DRAWINGS FOR MORE STRINGENT CONT. 2 x 4 " D Al SSW FOR IZE WINDOW MI I UM (U-2 x REQUIREMENTS. WHERE OCCURING. BRIDGING AT i KINGSTUD EXCEPT A.E WHERE HD'S ATTACH TO MULTIPLE STUDS. EACH RAFTER TYPICAL OTHERWISE NOTED ON THIS STAGGER PLYWOOD EDGE NAILING TO ALL S ARPLY WHERE OPENING DETAIL AN THE DR WING MEMBERS UNLESS OTHERWISE NOTED ON O URING. DRAWINGS. 7RERA S SPAN ' I x G COLLAR -.i ABLE TIES AT 48" O/C A ------------------------------ EN----- - - -- ----------- -- ---------------- --------------------- Ef 4 ILd ::4-Ul AT EACH CONN. 2 x L TIES AT 24" O/;C "n CALIFORNIA FRAMING DETAIL — LIGHT ROOF COVERING S-1.2 REV: 05-11-12 TYPICAL FRAMING -008_B SCALE: NONE (2)-2 x SILL 2 TRIMMER -SEE REFER TO SHEAR TRANSFER DETAILS ON SHEET S11 PLYWOOD T PLAN FOR c rHER S-0.0 FOR ADDITIONAL INFORMATION NOT NOTED END STUDS �T I CCNDITIONS HERE. HG� DOWN A R D FOR BEAM TO WALL CONNECTION, REFER S DRAWI S TO DETAIL 00/0-00 FOR REFERTODETAIL 00/0-PLATE00 LICE DETAILING, CHREHD 0 DER ! ! REFERFOR TO DETAIL(S): 00/O OOADER ACHMENT, REFER TO FDN PLAN FOR I6 SW - SEE PLAN FOR LENGTH ANCHOR BOLT SPACING AT SHEARWALLS 09 TYPICAL WALL FRAMING — SLAB FLOOR — ONE STORY S-1.2 REV: 03 -11 -II TYPICAL FRAMING -005_A REFER TO NOTES ON SHEET 8-1 AND NAILING SCHEDULE ON SHEET S-1 FOR ADDITIONAL INFORMATION NOT NOTED HERE. HEADERS MAY BE INSTALLED TIGHT TO TOP PLATE, OR WITH CRIPPLES ATOP TO TOP PLATE AS REQUIRED. SEE DRAWINGS. UNLESS OTHERWISE NOTED AND DETAILED ON DRAWINGS. PLYWOOD SHEARWALL SHALL START FROM. AND FASTEN TO THE PT MUDSILL REFER TO DETAIL 00/0-00 FOR ADDITIONAL INFORMATION REGARDING "SOLID BLOCKING" WHERE CONCENTRATED, LOADS OCCUR AT 001 SCALE: NONE I REVISION DATE: 04-04-11 Revisions: 03-28-11 0 P/C AND VARIOUS ADDITIONAL INFORMATION II Plot date: ONW O LO RCO m c\10)0(0.0 00 ( LO N LO XX @1 a ¢U L m pp^^ r u� � 0 Ln (r) ti zgF- U) M j a� U) 0) Q W U Ij o= mW U G�gED ARCy/�F Co J` *18,693 R sTgTF C1` CAUE�\P z I� LL- -1 }— U L L O � J LLI Lu z Q W V Z 0 0 Z 7OZ O Q � � Lu m U c<l >_ n 0z LU Date: DEC 2014 Drawn: F.G. Job no.: 115-094 Sheet: S-102 of: A. SIDE BEAM SEE D NGSTUD OF BEAM BEARING SEE DWGS C. BEAM INTO WALL - TOP FLUSH WITH TOP OF WALL *END LENGTH *END LENGTH STRAP - SEE DWGS - CSIG IF NOT NOTED TOENAIL AT EACH SIDE OF HEADER: 2-I4d (4)-4)NAILS EA. SIDE BEAM - SEE DWGS FULL HEIGHT KINGSTUD DOUBLE KINSTUD - DOUBLE DRAWINGS AT EACH SIDE OF BEAM SEEPROVIDE FULL BEARING UNDER BEAM - SEE DWGS NOTE - REFER TO DETAIL 00/0-00 FOR STRAP INSTALLATION B. BEAM INTO WALL - TOP FLUSH WITH TOP OF WALL TOENAIL AT EACH SIDE OF HEADER: 2-I4d SINGLE KINGSTUD - SEE DRAWINGS * END LENGTH * END LENGTH STRAP - SEE DWGS - CSI4 IF NOT NOTED BEAM- _� SEE DRAWINGS SEE DRAWINGS TRIMMER - SEE DRAWINGS NOTE: _ �`��`�EE�uSED CODE COi:n'L REFER TO DETAIL 00/0-00 -aP FOR STRAP INSTALLATION 19 20117 A. HEADER SPLIT AT KINGSTUD A. BEAM TO WALL JOI CONNECTION AT SILL 002 002 001 TRB,rllil. __--- 10 TYPICAL KINGSTUD DETAILS 04 FRAMING DETAILS 02 FRAMING DETAILS 5-1.2 REV: 04-20-14 TYPICAL FRAMING -004-A SCALE: I" = I' -O" 5-1.2 REV: 02-0I-14 TYPICAL FRAMING -002-A SCALE: NONE5-1.2 REV: 02-0I-14 TYPICAL FRAMING -002-A SCALE: NONE TRUSSES TYPIGAL FRAMING NOTES ATOP le BEAM - TOP R CUT REFER TO WALL FRAMING NOTES ON SHEARWALL WHERE NOTED ON DWGS.(8)-ILd NAILS AT PLAN. PROVIDE ADDITIONAL EACH SIDE OF SPLICE GIRDER TRUSS OR STRAP - SEE PLAN STUD UNDER TRUSSES UNLESS OTHERWISE NOTED BEAM ATOP to FOR SIZE. CSI( MIN. TRIMMERS: 2-2 x TOP PLATE L' -O", USE MINIMUM (2)2x TRIMMERS UNLESS THAT OCCUR OFF LAYOUT ON STRUCTURAL PLANS MINIMUM (1) 2 x - EXCEPT WHERE OPENING WIDTH EXCEEDS OTHERWISE NOTED ON DRAWINGS. _ _ _ _ ----- TRIMMERS TO MATCH WALL FRAMING WIDTH. KINGSTUDS: _ _ MINIMUM lD 2 X_ WHERE OPENING WIDTH EXCEEDS V -O', USE MINIMUM (2)2x KINGSTUDS UNLESS OTHERWISE NOTED ON DRAWINGS. \ PROVIDE FL L T MINIMUM 2-2x KINGSTUDS AT HOLDOWN LOCATION B t UNDER KINGSTUDS TO MATCH WALL FRAMING WIDTH. FROM M ABO E HEADER - INSTALLED B�.00 I GAT TIGHT TO TOP PLATE WHERE HEIGHT OF WALL FRAMING EXCEEDS � � HORIZ NTAL i PO - FULL E F G TO +9'-3/4'. USE MINIMUM (2)2x KINGSTUDS REGARDLESS PL, W0 D JOINTS--".�� J MIN (2)-2 x KINGSTUD FO NDATION WHERE HD OCCURS OF OPENING WIDTH. TYPICAL E S ADJACENT TO DOOR/ REFER TO DRAWINGS FOR MORE STRINGENT CONT. 2 x 4 " D Al SSW FOR IZE WINDOW MI I UM (U-2 x REQUIREMENTS. WHERE OCCURING. BRIDGING AT i KINGSTUD EXCEPT A.E WHERE HD'S ATTACH TO MULTIPLE STUDS. EACH RAFTER TYPICAL OTHERWISE NOTED ON THIS STAGGER PLYWOOD EDGE NAILING TO ALL S ARPLY WHERE OPENING DETAIL AN THE DR WING MEMBERS UNLESS OTHERWISE NOTED ON O URING. DRAWINGS. 7RERA S SPAN ' I x G COLLAR -.i ABLE TIES AT 48" O/C A ------------------------------ EN----- - - -- ----------- -- ---------------- --------------------- Ef 4 ILd ::4-Ul AT EACH CONN. 2 x L TIES AT 24" O/;C "n CALIFORNIA FRAMING DETAIL — LIGHT ROOF COVERING S-1.2 REV: 05-11-12 TYPICAL FRAMING -008_B SCALE: NONE (2)-2 x SILL 2 TRIMMER -SEE REFER TO SHEAR TRANSFER DETAILS ON SHEET S11 PLYWOOD T PLAN FOR c rHER S-0.0 FOR ADDITIONAL INFORMATION NOT NOTED END STUDS �T I CCNDITIONS HERE. HG� DOWN A R D FOR BEAM TO WALL CONNECTION, REFER S DRAWI S TO DETAIL 00/0-00 FOR REFERTODETAIL 00/0-PLATE00 LICE DETAILING, CHREHD 0 DER ! ! REFERFOR TO DETAIL(S): 00/O OOADER ACHMENT, REFER TO FDN PLAN FOR I6 SW - SEE PLAN FOR LENGTH ANCHOR BOLT SPACING AT SHEARWALLS 09 TYPICAL WALL FRAMING — SLAB FLOOR — ONE STORY S-1.2 REV: 03 -11 -II TYPICAL FRAMING -005_A REFER TO NOTES ON SHEET 8-1 AND NAILING SCHEDULE ON SHEET S-1 FOR ADDITIONAL INFORMATION NOT NOTED HERE. HEADERS MAY BE INSTALLED TIGHT TO TOP PLATE, OR WITH CRIPPLES ATOP TO TOP PLATE AS REQUIRED. SEE DRAWINGS. UNLESS OTHERWISE NOTED AND DETAILED ON DRAWINGS. PLYWOOD SHEARWALL SHALL START FROM. AND FASTEN TO THE PT MUDSILL REFER TO DETAIL 00/0-00 FOR ADDITIONAL INFORMATION REGARDING "SOLID BLOCKING" WHERE CONCENTRATED, LOADS OCCUR AT 001 SCALE: NONE I REVISION DATE: 04-04-11 Revisions: 03-28-11 0 P/C AND VARIOUS ADDITIONAL INFORMATION II Plot date: ONW O LO RCO m c\10)0(0.0 00 ( LO N LO XX @1 a ¢U L m pp^^ r u� � 0 Ln (r) ti zgF- U) M j a� U) 0) Q W U Ij o= mW U G�gED ARCy/�F Co J` *18,693 R sTgTF C1` CAUE�\P z I� LL- -1 }— U L L O � J LLI Lu z Q W V Z 0 0 Z 7OZ O Q � � Lu m U c<l >_ n 0z LU Date: DEC 2014 Drawn: F.G. Job no.: 115-094 Sheet: S-102 of: C. BEAM INTO WALL - TOP FLUSH WITH TOP OF WALL *END LENGTH *END LENGTH STRAP - SEE DWGS - CSIG IF NOT NOTED TOENAIL AT EACH SIDE OF HEADER: 2-I4d (4)-4)NAILS EA. SIDE BEAM - SEE DWGS FULL HEIGHT KINGSTUD DOUBLE KINSTUD - DOUBLE DRAWINGS AT EACH SIDE OF BEAM SEEPROVIDE FULL BEARING UNDER BEAM - SEE DWGS NOTE - REFER TO DETAIL 00/0-00 FOR STRAP INSTALLATION B. BEAM INTO WALL - TOP FLUSH WITH TOP OF WALL TOENAIL AT EACH SIDE OF HEADER: 2-I4d SINGLE KINGSTUD - SEE DRAWINGS * END LENGTH * END LENGTH STRAP - SEE DWGS - CSI4 IF NOT NOTED BEAM- _� SEE DRAWINGS SEE DRAWINGS TRIMMER - SEE DRAWINGS NOTE: _ �`��`�EE�uSED CODE COi:n'L REFER TO DETAIL 00/0-00 -aP FOR STRAP INSTALLATION 19 20117 A. HEADER SPLIT AT KINGSTUD A. BEAM TO WALL JOI CONNECTION AT SILL 002 002 001 TRB,rllil. __--- 10 TYPICAL KINGSTUD DETAILS 04 FRAMING DETAILS 02 FRAMING DETAILS 5-1.2 REV: 04-20-14 TYPICAL FRAMING -004-A SCALE: I" = I' -O" 5-1.2 REV: 02-0I-14 TYPICAL FRAMING -002-A SCALE: NONE5-1.2 REV: 02-0I-14 TYPICAL FRAMING -002-A SCALE: NONE TRUSSES TYPIGAL FRAMING NOTES ATOP le BEAM - TOP R CUT REFER TO WALL FRAMING NOTES ON SHEARWALL WHERE NOTED ON DWGS.(8)-ILd NAILS AT PLAN. PROVIDE ADDITIONAL EACH SIDE OF SPLICE GIRDER TRUSS OR STRAP - SEE PLAN STUD UNDER TRUSSES UNLESS OTHERWISE NOTED BEAM ATOP to FOR SIZE. CSI( MIN. TRIMMERS: 2-2 x TOP PLATE L' -O", USE MINIMUM (2)2x TRIMMERS UNLESS THAT OCCUR OFF LAYOUT ON STRUCTURAL PLANS MINIMUM (1) 2 x - EXCEPT WHERE OPENING WIDTH EXCEEDS OTHERWISE NOTED ON DRAWINGS. _ _ _ _ ----- TRIMMERS TO MATCH WALL FRAMING WIDTH. KINGSTUDS: _ _ MINIMUM lD 2 X_ WHERE OPENING WIDTH EXCEEDS V -O', USE MINIMUM (2)2x KINGSTUDS UNLESS OTHERWISE NOTED ON DRAWINGS. \ PROVIDE FL L T MINIMUM 2-2x KINGSTUDS AT HOLDOWN LOCATION B t UNDER KINGSTUDS TO MATCH WALL FRAMING WIDTH. FROM M ABO E HEADER - INSTALLED B�.00 I GAT TIGHT TO TOP PLATE WHERE HEIGHT OF WALL FRAMING EXCEEDS � � HORIZ NTAL i PO - FULL E F G TO +9'-3/4'. USE MINIMUM (2)2x KINGSTUDS REGARDLESS PL, W0 D JOINTS--".�� J MIN (2)-2 x KINGSTUD FO NDATION WHERE HD OCCURS OF OPENING WIDTH. TYPICAL E S ADJACENT TO DOOR/ REFER TO DRAWINGS FOR MORE STRINGENT CONT. 2 x 4 " D Al SSW FOR IZE WINDOW MI I UM (U-2 x REQUIREMENTS. WHERE OCCURING. BRIDGING AT i KINGSTUD EXCEPT A.E WHERE HD'S ATTACH TO MULTIPLE STUDS. EACH RAFTER TYPICAL OTHERWISE NOTED ON THIS STAGGER PLYWOOD EDGE NAILING TO ALL S ARPLY WHERE OPENING DETAIL AN THE DR WING MEMBERS UNLESS OTHERWISE NOTED ON O URING. DRAWINGS. 7RERA S SPAN ' I x G COLLAR -.i ABLE TIES AT 48" O/C A ------------------------------ EN----- - - -- ----------- -- ---------------- --------------------- Ef 4 ILd ::4-Ul AT EACH CONN. 2 x L TIES AT 24" O/;C "n CALIFORNIA FRAMING DETAIL — LIGHT ROOF COVERING S-1.2 REV: 05-11-12 TYPICAL FRAMING -008_B SCALE: NONE (2)-2 x SILL 2 TRIMMER -SEE REFER TO SHEAR TRANSFER DETAILS ON SHEET S11 PLYWOOD T PLAN FOR c rHER S-0.0 FOR ADDITIONAL INFORMATION NOT NOTED END STUDS �T I CCNDITIONS HERE. HG� DOWN A R D FOR BEAM TO WALL CONNECTION, REFER S DRAWI S TO DETAIL 00/0-00 FOR REFERTODETAIL 00/0-PLATE00 LICE DETAILING, CHREHD 0 DER ! ! REFERFOR TO DETAIL(S): 00/O OOADER ACHMENT, REFER TO FDN PLAN FOR I6 SW - SEE PLAN FOR LENGTH ANCHOR BOLT SPACING AT SHEARWALLS 09 TYPICAL WALL FRAMING — SLAB FLOOR — ONE STORY S-1.2 REV: 03 -11 -II TYPICAL FRAMING -005_A REFER TO NOTES ON SHEET 8-1 AND NAILING SCHEDULE ON SHEET S-1 FOR ADDITIONAL INFORMATION NOT NOTED HERE. HEADERS MAY BE INSTALLED TIGHT TO TOP PLATE, OR WITH CRIPPLES ATOP TO TOP PLATE AS REQUIRED. SEE DRAWINGS. UNLESS OTHERWISE NOTED AND DETAILED ON DRAWINGS. PLYWOOD SHEARWALL SHALL START FROM. AND FASTEN TO THE PT MUDSILL REFER TO DETAIL 00/0-00 FOR ADDITIONAL INFORMATION REGARDING "SOLID BLOCKING" WHERE CONCENTRATED, LOADS OCCUR AT 001 SCALE: NONE I REVISION DATE: 04-04-11 Revisions: 03-28-11 0 P/C AND VARIOUS ADDITIONAL INFORMATION II Plot date: ONW O LO RCO m c\10)0(0.0 00 ( LO N LO XX @1 a ¢U L m pp^^ r u� � 0 Ln (r) ti zgF- U) M j a� U) 0) Q W U Ij o= mW U G�gED ARCy/�F Co J` *18,693 R sTgTF C1` CAUE�\P z I� LL- -1 }— U L L O � J LLI Lu z Q W V Z 0 0 Z 7OZ O Q � � Lu m U c<l >_ n 0z LU Date: DEC 2014 Drawn: F.G. Job no.: 115-094 Sheet: S-102 of: TOENAIL AT EACH SIDE OF HEADER: 2-I4d SINGLE KINGSTUD - SEE DRAWINGS * END LENGTH * END LENGTH STRAP - SEE DWGS - CSI4 IF NOT NOTED BEAM- _� SEE DRAWINGS SEE DRAWINGS TRIMMER - SEE DRAWINGS NOTE: _ �`��`�EE�uSED CODE COi:n'L REFER TO DETAIL 00/0-00 -aP FOR STRAP INSTALLATION 19 20117 A. HEADER SPLIT AT KINGSTUD A. BEAM TO WALL JOI CONNECTION AT SILL 002 002 001 TRB,rllil. __--- 10 TYPICAL KINGSTUD DETAILS 04 FRAMING DETAILS 02 FRAMING DETAILS 5-1.2 REV: 04-20-14 TYPICAL FRAMING -004-A SCALE: I" = I' -O" 5-1.2 REV: 02-0I-14 TYPICAL FRAMING -002-A SCALE: NONE5-1.2 REV: 02-0I-14 TYPICAL FRAMING -002-A SCALE: NONE TRUSSES TYPIGAL FRAMING NOTES ATOP le BEAM - TOP R CUT REFER TO WALL FRAMING NOTES ON SHEARWALL WHERE NOTED ON DWGS.(8)-ILd NAILS AT PLAN. PROVIDE ADDITIONAL EACH SIDE OF SPLICE GIRDER TRUSS OR STRAP - SEE PLAN STUD UNDER TRUSSES UNLESS OTHERWISE NOTED BEAM ATOP to FOR SIZE. CSI( MIN. TRIMMERS: 2-2 x TOP PLATE L' -O", USE MINIMUM (2)2x TRIMMERS UNLESS THAT OCCUR OFF LAYOUT ON STRUCTURAL PLANS MINIMUM (1) 2 x - EXCEPT WHERE OPENING WIDTH EXCEEDS OTHERWISE NOTED ON DRAWINGS. _ _ _ _ ----- TRIMMERS TO MATCH WALL FRAMING WIDTH. KINGSTUDS: _ _ MINIMUM lD 2 X_ WHERE OPENING WIDTH EXCEEDS V -O', USE MINIMUM (2)2x KINGSTUDS UNLESS OTHERWISE NOTED ON DRAWINGS. \ PROVIDE FL L T MINIMUM 2-2x KINGSTUDS AT HOLDOWN LOCATION B t UNDER KINGSTUDS TO MATCH WALL FRAMING WIDTH. FROM M ABO E HEADER - INSTALLED B�.00 I GAT TIGHT TO TOP PLATE WHERE HEIGHT OF WALL FRAMING EXCEEDS � � HORIZ NTAL i PO - FULL E F G TO +9'-3/4'. USE MINIMUM (2)2x KINGSTUDS REGARDLESS PL, W0 D JOINTS--".�� J MIN (2)-2 x KINGSTUD FO NDATION WHERE HD OCCURS OF OPENING WIDTH. TYPICAL E S ADJACENT TO DOOR/ REFER TO DRAWINGS FOR MORE STRINGENT CONT. 2 x 4 " D Al SSW FOR IZE WINDOW MI I UM (U-2 x REQUIREMENTS. WHERE OCCURING. BRIDGING AT i KINGSTUD EXCEPT A.E WHERE HD'S ATTACH TO MULTIPLE STUDS. EACH RAFTER TYPICAL OTHERWISE NOTED ON THIS STAGGER PLYWOOD EDGE NAILING TO ALL S ARPLY WHERE OPENING DETAIL AN THE DR WING MEMBERS UNLESS OTHERWISE NOTED ON O URING. DRAWINGS. 7RERA S SPAN ' I x G COLLAR -.i ABLE TIES AT 48" O/C A ------------------------------ EN----- - - -- ----------- -- ---------------- --------------------- Ef 4 ILd ::4-Ul AT EACH CONN. 2 x L TIES AT 24" O/;C "n CALIFORNIA FRAMING DETAIL — LIGHT ROOF COVERING S-1.2 REV: 05-11-12 TYPICAL FRAMING -008_B SCALE: NONE (2)-2 x SILL 2 TRIMMER -SEE REFER TO SHEAR TRANSFER DETAILS ON SHEET S11 PLYWOOD T PLAN FOR c rHER S-0.0 FOR ADDITIONAL INFORMATION NOT NOTED END STUDS �T I CCNDITIONS HERE. HG� DOWN A R D FOR BEAM TO WALL CONNECTION, REFER S DRAWI S TO DETAIL 00/0-00 FOR REFERTODETAIL 00/0-PLATE00 LICE DETAILING, CHREHD 0 DER ! ! REFERFOR TO DETAIL(S): 00/O OOADER ACHMENT, REFER TO FDN PLAN FOR I6 SW - SEE PLAN FOR LENGTH ANCHOR BOLT SPACING AT SHEARWALLS 09 TYPICAL WALL FRAMING — SLAB FLOOR — ONE STORY S-1.2 REV: 03 -11 -II TYPICAL FRAMING -005_A REFER TO NOTES ON SHEET 8-1 AND NAILING SCHEDULE ON SHEET S-1 FOR ADDITIONAL INFORMATION NOT NOTED HERE. HEADERS MAY BE INSTALLED TIGHT TO TOP PLATE, OR WITH CRIPPLES ATOP TO TOP PLATE AS REQUIRED. SEE DRAWINGS. UNLESS OTHERWISE NOTED AND DETAILED ON DRAWINGS. PLYWOOD SHEARWALL SHALL START FROM. AND FASTEN TO THE PT MUDSILL REFER TO DETAIL 00/0-00 FOR ADDITIONAL INFORMATION REGARDING "SOLID BLOCKING" WHERE CONCENTRATED, LOADS OCCUR AT 001 SCALE: NONE I REVISION DATE: 04-04-11 Revisions: 03-28-11 0 P/C AND VARIOUS ADDITIONAL INFORMATION II Plot date: ONW O LO RCO m c\10)0(0.0 00 ( LO N LO XX @1 a ¢U L m pp^^ r u� � 0 Ln (r) ti zgF- U) M j a� U) 0) Q W U Ij o= mW U G�gED ARCy/�F Co J` *18,693 R sTgTF C1` CAUE�\P z I� LL- -1 }— U L L O � J LLI Lu z Q W V Z 0 0 Z 7OZ O Q � � Lu m U c<l >_ n 0z LU Date: DEC 2014 Drawn: F.G. Job no.: 115-094 Sheet: S-102 of: G�gED ARCy/�F Co J` *18,693 R sTgTF C1` CAUE�\P z I� LL- -1 }— U L L O � J LLI Lu z Q W V Z 0 0 Z 7OZ O Q � � Lu m U c<l >_ n 0z LU Date: DEC 2014 Drawn: F.G. Job no.: 115-094 Sheet: S-102 of: Date: DEC 2014 Drawn: F.G. Job no.: 115-094 Sheet: S-102 of: IL A B C D 5-5.1 S-5.1 5-5.1 5-5.1 I I I I 15'-3 Y," i 10'4" I I 18'-4 Y,• 10'-0" 10-0• EDGE OF EMBANKMENT FOE WILL E RIGHT OF THIS I LINE WILL BE FOUNDED ON ENGINEERED COMPACTED FILL 03-104 I I-- 1f3i-95 BARS E.W. I I I 1 I I I I I I - - - - - - -- - -7 - - r - -1 - - - - - - - - I I I I I I I I I I I I I I 24' 0 x 12' 01 24' 50 x 12' p 24' 50 x 12' 24' Q x 12' 24' 50 x 12' 24' SQ x 12' GRID: G+I\\--- I 1 MUDSILL PTDF,�,b1Z.IAx I ANCHOR BOLTS: 1/2' . x ID" ------------------------------- - SPACING: 32' O/�a A SW _ ----- 00 OD --------------- 30'-,' 3'-2' 2'-3' I I I ' I I 1 01-204 ' I `r I Al 1 I 24'SQx12' � II' ---------------------- + •-----' 1----y - - - - - - - - - - - - - - - - A 7r A i T- ---� 9----1 I I - - e� .4 O 01204 I 1 1 I N @' T----+ t----+ I I I I I I F ---------I I ------------I d'------- l� I1 I -----------------=----------• L------- ---------- ----------- - - -- ' ' - - - --- ----- ------------------- ---------------- - - ------- ---- 1 sero, 'd „ - - �a�- -- -- - --- _ -- 1 1 p- _. - ... __-_..------------.--5 ""s I I I •---- ----- ----------- ---- ---- ----------------- ------------ ------------ ----------• I '--------------------- -------___--- r_____ _________ r_ _____________________ • z 24' ..x12' _ i - '- - - 1 t I 24' 50 x 12' 24' SQ x 0' 01-204 B � � � FI F2 28' Q x 12' B B � , 24' S0 i30'SQx12' 21'30x17 fr I C14 I I I I a I I �I it I I 0I-204 I I .'�� 1 1 I I I I I�ml I �I I I I Al co -41 I I 03-104 DWI=LLIN SLAE3 I j G.4RAC.0m SLAE3 I Ni ' I I i 1 - I 41 4" CONCRETE SLAB O/ I I I 1 i 1 ! I I I r I I II I°4" CONCRETE SLAB O/ 2" SAND OVER 10 MIL VISQUEEN VAPOR RETARDER OVER 4" GRAVEL FILL I .I 1_,10 MIL VISQUEEN VAPOR RETARDS 0/ i 1 REINFORC SLAB WITH #3 BARS AT I GRAVEL FILL AS REQUIRED 1 ' I Z4' SQ x a' I , I 24' O/CE.W.LOCATE STEEL PER 0,/S -1..I 1 I REINFORCE SLAB WITH t3 BARS AT I 24" O/C. LOCATE STEEL PER 01/S-4.1 ' I' AT PEN L SEAL VISQUEEN BARRIER I •s I I II AT PENETRATIONS AND EDGES. LAP EDGES 1 I I i l i MINIMUM L" ' k T -9Y2' 12'-2Y2" 'a 24' iQ x 12' 21.' _ x 12' ! 1 Is+ A 119 I I I L ------------ ____________________ I �_ ------ -- -----------------------+ 1 03-104 �: 1 I a I I _�rc__-______ ------------------------- I I 02 i -i T ---a i re 5-4.1 0I-204 I -A I I 1 I ------------------ - - ---- - `IiIi , I 'e 'g- Se Via; ar 7 .��� I I ♦__ F3 F3 III I i ° I I 24' SQ x12 I 30 x a' 30 5 x IZ' a' :° i------ ----- --- ----- - I i n GRID: E+F B' .) I! ; I e i ,ti 1, i' MUDSILL: PTDF 2 x __ •-- --� L�------ ' z" • 1 I o I i I O I I i I I O SPACING BOLTS: 32 • DIC A l SW IKi------ E - --------------------------------- ZLSQz@' •--------- - •---------- - • I •'I Ji i i 'd� I I I j I I -- -1 I I I I ._ ---- I y r -- ---- - - --1 I I II II I I t I I I 24' x12' 04 --- + 04 - 04 24' S x 12-1 - - - - - - - �__ I - --- - b ------------------ n -------- ------- --- l -B ---------- $ i L--------------1�------------- b �_ _ ao -I -------- ----------------- ----- - �` I ----- ------ I _ _ --- - - - - --------------------- A -----1 x � � I �.� ��I'ar �� � r� _ I I Q rIIII ------------D-O4 -+I I GRID: C I 03-104 -------------------------- I MUDSILL: PTDF 2 x10' -O' 10'-O' 10' A S -1..I ANCHOR BOL S: I/2' DIA. x 10' v A I I I SPACING: 14' O/C AT SW I i I I ' 24' 50 z 11' X-C 10-I0Y4 11 11 I 1 11 1 I I I j'� 01-204 i I I A B C D I R I I I I i 5-5.1 S-5.1 5-5.1 5 -5.1 - ll 10'-0' 10'-0" I I I 1 w� C4 in I m J LEGEND T-LINE LINE NUMBER SPACING OF ANCHOR BOLTS I AT SHEARWALL ONLY ANCHOR BOLTS - ,2" O/C AT SW HOLDOWN ANCHOR BOLTS MARK DESCRIPTION DETAIL A SSTBIL Ills -L.1 B SSTB20 Ills -L.1 C SSTB24 I1/13-1..1 D SSTB34 GRID: 3 GRID: 2 MUDSILL: PTDF 2 x MUDSILL: PTDF 2 x ANCHOR BOLTS: 1/2' DIA. x 10' ANCHOR BOLTS: 1/2" DIA. x 10' SPACING: 1.4. O/C AT SW SPACING: 48. O/C AT SW 01-201 I 1 1 I 1 I MARK CORRESPONDING I A TO HD ANCHOR BOLT TABLE I HOLDOWN LOCATION I AS NOTED ON PLANS PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE F n1TE 72- Y 67 gY T/LP�. 02 ' - - - - r - - - - I I - - -cc 24' S x12' - - - I : I 24' ! z 12' I T ;II --- 1 - -------------- I I ' - - -- - - - - - - - - - - - - - - - - - ----------- -- - •------ -------- - -I I J. 1 --CB ' 1 ---1 e GRID: B MUDSILL: PT2 x I bl I I j ANCHOR BOLTS: 1/2' DIA x 10' SPACING: 12' / AT SW I- - - - - - A T _1 GRID: 1 24'x 12 OI MUDSILL: PTDF 2 x 5-1..I SPACING:BHOR OLTS: 122'' O C AT SW GRID: 41 1 MUDSILL: PTDF 2 x ANCHOR LTS: 1/2" DIA. x 10' SPACING: 1 12' O/C AT SWI I 9 Foundation plan Scale: 1/4"=V-0" 7 6 5 3 2 1 II GRID: 9 MUDSILL PTDF 2 x ANCHOR BOLTS: 1/2' DIA. x 10' SPACING: 12' O/C AT SW GRID: 8 MUDSILL: PTDF 2 x ANCHOR BOLTS: 1/2' DIA. x 10" SPACING: 32' O/C AT SW 1 ROUGH OPENING FOR 2'-8" DOOR I GRID: 5 MUDSILL PTDF x ANCHOR BOLTS: 1/2' DIA. x 10' SPACING: 16' O/C AT SW GRID: 3 GRID: 2 MUDSILL: PTDF 2 x MUDSILL: PTDF 2 x ANCHOR BOLTS: 1/2' DIA. x 10' ANCHOR BOLTS: 1/2" DIA. x 10' SPACING: 1.4. O/C AT SW SPACING: 48. O/C AT SW 01-201 ROUGH OPENING FOR 14' GARAGE DOOR 0I-201.1 ROUGH OPENING FOR 9' GARAGE DOOR 01-202 5'-loy,• 2o'-IY,• I 1/2" FELT STRIP ISOLATION JOINT 31.'-O' 8'-L' 12'-L' 5'-4" I II'-,%," 5'-L i," 24'-0" 12'-I s/4" GARAGE DOOR - SEE DETAIL 14/8-5.1 0I-215 RECESS FLOOR SLAB 3' AT SHOWER. 0I-220 CENTER OF METER PANEL BAY. ELECTRICIAN 9 Foundation plan Scale: 1/4"=V-0" 7 6 5 3 2 1 15 PLUMBING / MECHANICAL - FOUNDATION PLAN 15-300 PLUMBER TO STUB GAS FOR ISLAND COOKTOP CONFIRM LOCATION. 15-301 PLUMBER TO STUB WATER FOR SINK - CONFIRM LOCATION. 16 ELECTRICAL - FOUNDATION PLAN I4-200 CONDUITS FOR ELECTRICAL SERVICE. CONFIRM SIZE AND LOCATION WITH ELECTRICAL CONTRACTOR I4-201 PROVIDE R4 x 20'-0' REBAR WITH 10 BENT LEG AT END FOR LIFER GROUND. EXTEND LEG 4' ABOVE TOP OF CONCRETE STEMWALL I4-205 STUB ELECTRICAL IN CONDUITS FOR KITCHEN ISLAND ELECTRICAL. CONC, SUB TO COORDINATE WITH ELECTRICAL SUB. I4-204 FLOOR OUTLET - CONFIRM LOCATION FOUNDATION NOTES REFER TO DETAILS 11/S-4.1 AND 18/5-1..I FOR SSTB INSTALLATION. FRAMING CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION OF SSTB ANCHORS TO MATCH FRAMING AT WALLS ABOVE. REFER TO SHEET 5-1.1 FOR TYPICAL ANCHOR BOLT SIZE AND SPACING. REFER TO DETAIL 08/5-1.2 FOR ADDITIONAL INFORMATION. SLOPE ALL PLATWORK AWAY FROM STRUCTURE - MIN. 1/8' PER 12". 'AT SW" INDICATES ANCHOR BOLTS SPACING AT SHEARWALL USE STD SPACING ELSEWHERE. REFER TO SHEARWALL PLAN FOR LOCATIONS OF SHEARWALLS. COMPACT ALL FILL MATERIAL UNDER CONCRETE FLATWORK SAWCUT ALL FLOOR SLABS IN ACCORDANCE WITH ACI GUIDELINES AND DETAIL II/5-1..I TO MINIMIZE RANDOM CRACKING IN FLOOR SLABS ALL FOOTINGS SHALL BE 12' INTO NATIVE SOIL. IF FILL MATERIAL IS ENCOUNTERED DURING FOOTING EXCAVATION, NOTIFY ARCHITECT REV€E°3":ED FOR CODE COMPLIANCE APR 19 2017 TRS AND ASSOCIATES DESIGN LOADS ROOF: TOP CHORD DL: (COMP SHINGLES) 10.0 PSF TOP CHORD LL: 20.0 PSF BOTTOM CHORD DL (GYPSUM BOARD): 8.0 PSF BOTTOM CHORD DL (CEMENT PLASTER): 12.0 PSF BOTTOM CHORD LL: 10.0 PSF FLOOR: L 12.0 PSF LDL 40.0 PSF REVISION DATE: 04-04-11 Revisions: P/CACOMMENTS 03-28-I1 I I Plot date: I I KEYNOTES 01 GENERAL REQUIREMENTS - FOUNDATION 0I-200 ROUGH OPENING FOR 2'-8" DOOR 0I-200.1 ROUGH OPENING FOR 3'-0' DOOR 01-201 ROUGH OPENING FOR 14' GARAGE DOOR 0I-201.1 ROUGH OPENING FOR 9' GARAGE DOOR 01-202 CONTRACTION JOINT IN FLOOR SLAB 01-203 1/2" FELT STRIP ISOLATION JOINT 0I-204 INSTALL PT 2 x 4 GROUND AT DOORS to ¢ U REFER TO DETAIL 12/S-5.1 0I-210 BLOCK OUT NOTCH AT STEMWALL FOR GARAGE DOOR - SEE DETAIL 14/8-5.1 0I-215 RECESS FLOOR SLAB 3' AT SHOWER. 0I-220 CENTER OF METER PANEL BAY. ELECTRICIAN TO LOCATE CONDUIT AS REQUIRED. 0I-225 'ZERO STEP" AT THIS DOOR ENTRANCE W U)Cf)c SEE PLAN DETAILS FOR FLASHING, AS REQ'D 01-230 DEEPEN FOOTING TO 18" AT HATCHED AREA 03 CONCRETE 03-001 CONCRETE STOOP - 4' CONCRETE SLAB SEE FOUNDATION PLAN FOR DIMENSIONS. REINFORCE WITH 43 BARS AT 24' O/C E.W. 03-002 34" WIDE CONCRETE WALK 03-003 48' WIDE CONCRETE WALK 03-004 DRIVEWAY SLAB - MIN. 4" CONCRETE Cf) U REINFORCE WITH #3 BARS AT 24" O/C E.W. 03-005 CONC. PAD FOR CONDENSING UNIT - CONFIRM SIZE AND LOCATION. ISOLATE PAD FROM ADJACENT FLATWORK AND DWELLING FOOTING. 03 CONCRETE - FOUNDATION PLAN 03-104 SIMPSON CPS, - SEE DETAIL 05/S-4.1 15 PLUMBING / MECHANICAL - FOUNDATION PLAN 15-300 PLUMBER TO STUB GAS FOR ISLAND COOKTOP CONFIRM LOCATION. 15-301 PLUMBER TO STUB WATER FOR SINK - CONFIRM LOCATION. 16 ELECTRICAL - FOUNDATION PLAN I4-200 CONDUITS FOR ELECTRICAL SERVICE. CONFIRM SIZE AND LOCATION WITH ELECTRICAL CONTRACTOR I4-201 PROVIDE R4 x 20'-0' REBAR WITH 10 BENT LEG AT END FOR LIFER GROUND. EXTEND LEG 4' ABOVE TOP OF CONCRETE STEMWALL I4-205 STUB ELECTRICAL IN CONDUITS FOR KITCHEN ISLAND ELECTRICAL. CONC, SUB TO COORDINATE WITH ELECTRICAL SUB. I4-204 FLOOR OUTLET - CONFIRM LOCATION FOUNDATION NOTES REFER TO DETAILS 11/S-4.1 AND 18/5-1..I FOR SSTB INSTALLATION. FRAMING CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION OF SSTB ANCHORS TO MATCH FRAMING AT WALLS ABOVE. REFER TO SHEET 5-1.1 FOR TYPICAL ANCHOR BOLT SIZE AND SPACING. REFER TO DETAIL 08/5-1.2 FOR ADDITIONAL INFORMATION. SLOPE ALL PLATWORK AWAY FROM STRUCTURE - MIN. 1/8' PER 12". 'AT SW" INDICATES ANCHOR BOLTS SPACING AT SHEARWALL USE STD SPACING ELSEWHERE. REFER TO SHEARWALL PLAN FOR LOCATIONS OF SHEARWALLS. COMPACT ALL FILL MATERIAL UNDER CONCRETE FLATWORK SAWCUT ALL FLOOR SLABS IN ACCORDANCE WITH ACI GUIDELINES AND DETAIL II/5-1..I TO MINIMIZE RANDOM CRACKING IN FLOOR SLABS ALL FOOTINGS SHALL BE 12' INTO NATIVE SOIL. IF FILL MATERIAL IS ENCOUNTERED DURING FOOTING EXCAVATION, NOTIFY ARCHITECT REV€E°3":ED FOR CODE COMPLIANCE APR 19 2017 TRS AND ASSOCIATES DESIGN LOADS ROOF: TOP CHORD DL: (COMP SHINGLES) 10.0 PSF TOP CHORD LL: 20.0 PSF BOTTOM CHORD DL (GYPSUM BOARD): 8.0 PSF BOTTOM CHORD DL (CEMENT PLASTER): 12.0 PSF BOTTOM CHORD LL: 10.0 PSF FLOOR: L 12.0 PSF LDL 40.0 PSF REVISION DATE: 04-04-11 Revisions: P/CACOMMENTS 03-28-I1 I I Plot date: I I �SEp ARCy/l Aw�iy o� V f * o. 18693 RE s�q� QF- CAl\F�\P CV O I Q- Z 0 1L J L DO Ld O � J w > Z W QL Q \ 0 W � Q �_ o OZ T_ U z OZ -Q Q S-_ Z w (z < fn -y U Cil L 0z LIZ, U U Date: DEC 2011. Drawn: F.G. Job no.: 15-094 Sheet: S-2 of: j>\ON O I�r�c;J Z U) Z a00 N 0) 0 00 - 0 M @� a to ¢ U LL x u�l W U)Cf)c �rn Q� U) � UU O v a Cf) U �SEp ARCy/l Aw�iy o� V f * o. 18693 RE s�q� QF- CAl\F�\P CV O I Q- Z 0 1L J L DO Ld O � J w > Z W QL Q \ 0 W � Q �_ o OZ T_ U z OZ -Q Q S-_ Z w (z < fn -y U Cil L 0z LIZ, U U Date: DEC 2011. Drawn: F.G. Job no.: 15-094 Sheet: S-2 of: Roof framing plan Scale: 1/4"=V-01' FRAMING SCHEDULE ROOF BEAMS RB -I 8 x IL DFVI RB -2 8 x IL DF#I RB -3 8 x IL DFUI RB -4 8 x IL DF#I RB -5 8 x 12 DF#I (5) SPANS RB -L 8 x 12 DF#I RB -1 8 x IL DF#I RB -8 8 x 12 DF#I RB -9 8 x 12 DF#I RB -10 8 x 12 DF#I RB -II L x 12 DF#I RB -12 8 x 12 DF#I RB -13 8 x 12 Dr -#I RB -14 8 x 12 DF#I RB -15 L x 12 DF#I HEADERS H-1 L x 12 DFu1 H-2 L x L DF#I H-3 L x L DF#I H-4 L x 10 DF#I Revisions: QO DETAILING AND P/C COMMENTS 03-28-11 Plot date: 0 MZ m Z N0¢ � O N0)ml) z IV 00 OD D O (Y) U Ud d ¢ U � X21 (7 E0 � I � LU m_ vi r mm Q �rn LO O U)a) LU w U U 6 O = 0 mV Uj D D J DEC 20 F.G. 15-094 Sheet: S-3 of: z IV O LL }— U L o E0 � I � LU HJ z Q � O w Q O 0 z 0 Q w m ca < U z Q QC U DEC 20 F.G. 15-094 Sheet: S-3 of: F 4 i PERFORATED SHEARWALL NO STRAPS 18 PERFORATED SHEARWALL 5-1.2 W/STRAPS - - - - - - - - - - - - - - - GRID: "I GRID: 8 i SILL NAILING: N/A i SILL NAILING. N/A Nm N/A JRIBC.- oe N/A A35: 48' O/C 35: 32" O/C TOP a SPLICE: 8 ILd e SPLICE: B ILd 9 7 6 Shearwall plan Scale: 1/4"=V-0" i 18 PERFORATED SHEARWALL 5-1.2 W/STRAPS i 1 9.00' i 01-40 A l� 01-402 c —2x6 �� ��r r� t •I gi - SHEAR LEGEND LINE NUMBER GRID: -SPACING OF ILd NAILS SILL NAILING: ILd SINKER �_ AT SILL OF SHEARWALLS SPACING: G O//LCAT SIO HISPACING OF HI/A35 CONN. �- _ AT BLOCKING/TRUSS TO TOP C SPLICE: 5. 8-ILd /C TOP PLATE - SEE DETAILS FOR OCCURENCE. NUMBER OF ILd NAILS AT EACH SIDE OF EA. SPLICE NOTE: UNLESS NOTED OTHERWISE, SILL NAILING SHALL BE ILd AT IL' O/C. A35 SHALL BE 48' O/C. TOP PLATE SPLICES SHALL BE 8-I4d TYPICAL U.O.N. HI CONNECTORS AT 24" O/C. SHEARWALLS MARK DESCRIPTION GRID: I FIELD NAILING*** *** SILL NAILING: N/A 1 Im N/A V 0/C A35: 48' O/C 15/S -4.I RBC: N/A - - TOP a SPLICE: - 19-ILd �1 D HDUS 2 GRID: G 4' O/C SILL NAILING: N/A TABLE ABOVE HnC (1) PER TRUSS 8d COMMON NAILS A35: 48' O/C i RBC: 48' O/C 3 TOP a SPLICE: 19-I6d SHEAR LEGEND LINE NUMBER GRID: -SPACING OF ILd NAILS SILL NAILING: ILd SINKER �_ AT SILL OF SHEARWALLS SPACING: G O//LCAT SIO HISPACING OF HI/A35 CONN. �- _ AT BLOCKING/TRUSS TO TOP C SPLICE: 5. 8-ILd /C TOP PLATE - SEE DETAILS FOR OCCURENCE. NUMBER OF ILd NAILS AT EACH SIDE OF EA. SPLICE NOTE: UNLESS NOTED OTHERWISE, SILL NAILING SHALL BE ILd AT IL' O/C. A35 SHALL BE 48' O/C. TOP PLATE SPLICES SHALL BE 8-I4d TYPICAL U.O.N. HI CONNECTORS AT 24" O/C. SHEARWALLS MARK DESCRIPTION EDGE *** FIELD NAILING*** *** FOOTNOTES 1 3/8' CDX PLYWOOD V 0/C 12' 0/C 15/S -4.I C 8d COMMON NAILS 15/S -4.I D HDUS 2 3/8' CDX PLYWOOD 4' O/C 12' O/C TABLE ABOVE F 8d COMMON NAILS - C.1 4 Q 3 3/8' CDX PLYWOOD 3. 0/C 12' 0/C w U U PERFORA SHEARWALL 8d COMMON NAILS m: �F, SILL NAILING: N/A ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. MU SHEARWALL MARK - SEE SCHEDULE 3 4.25' LENGTH OF SHEARWALL (FEET) SHEARWALL PLAN SHOWS MINIMUM SHEARWALLS FOR COMPLIANCE WITH STRUCTURAL DESIGN. ALL WALLS RECEIVING PLYWOOD SHALL BE FULLY SHEATHED TO ACCOMODATE INTERIOR/EXTERIOR FINISHES. NO sizes PLAN CALLOUT USE: NAIL DIMENSIONS 8d (COMMON) SHEARWALL NAILING 0.131" x 2.50" 8d (COMMON) ROOF SHEATHING 0.131" x 2.50' IOd (COMMON) SHEARWALL NAILING 0.148' x 3.00" ILd (SINKER) SILL NAILING 0.148' x 3.25' ILd (SINKER) TOP PLATE SPLICE 0.148" x 3.25' General notes FASTENERS IN PRESERVATIVE AND FIRE -TREATED WOOD SHALL BE HOT DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN L INCHES O.C. ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS, OR FRAMING SHALL BE 3 x NOMINAL OR THICKER AT ADJOINING PANEL EDGES AND NAILS AT ALL PANEL EDGES SHALL BE STAGGERED. Table footnotes ®VERTICAL FRAMING MEMBERS AND BLOCKING LOCATED AT ADJACENT PLYWOOD PANEL EDGES SHALL BE NOT LESS THAN 3 x NOMINAL WIDTH MEMBER. PLYWOOD JOINT NAILING SHALL BE STAGGERED AT ALL EDGES. 01-400 $ - , � - HOL,DCDWNS MARK DESCRIPTION DETAIL A HOU2 15/S -4.I B HDU4 15/S -4.I C HDUS 15/S -4.I D HDUS 15/S-L.I HOLDOWN MARK - REFER TO HOLDOWN i A Qi TABLE ABOVE F -2x6 - C.1 4 Q END STUD AT SHEARWALL - 01-402 GRID: C.I ATTACH HD TO END STUD 01-400 $ - , � - � T.HE - - - - 18 PERFORATED - SJ4EARWALL - W/STRAPS GRID: E+F SILL NAILING: N/A H)m (1) PER TRUSS A35: 24' O/C RBC: 24' O/C TOP eSPLICE: - 1313-IL� - -77777T ---- _ - 1 - - - �1 —��LI�'J) PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES % -2x6 i D REVIEWED FOR - - ---------------------------=------ - - - - C.1 CODE COMPLIANCE TE -��� �� BY > u) Q u) 01-402 GRID: C.I w U U PERFORA SHEARWALL ED 18 m: �F, SILL NAILING: N/A 0= W/STRAPS MU A35: A35: 48" z Oz TOP t SPLICE: 9 Ld 0 LLJ 19.50' i` i •. }— U i i i i i i 1 i ---------------- ----------------------------- GRID: ------------------------- GRID: 4 SILL NAILING: N/A IN/A 19 PERFORATED 48' O/ SHEARWALL - OP a SPLICE: 8 ILd S -t.2 NO STRAPS GRID: 5 GRID: 3 i SILL NAILING: N/A i i SILL NAILING. N/A Hm N/A I HnC N/A A35: 48" O C A35: 48' O/C RBC: N/A RBC: N/A TOP C SPLICE: 8-ILd TOP E SPLICE: 10-I6d 5 4 3 U; KEYNOTES Ol GENERAL REQUIREMENTS - SHEARWALL PLAN v 0I-400 PLYWOOD WALL SHEATHING TO RUN CONTINUOUS 4 i BEHIND PERPENDICULAR WALL FRAMING AT - THIS LOCATION B 0I-401 EXTEND SHEARPLY FROM SHEARWALL AROUND GRID: B ADJACENT WALL OPENING, AND MIN. IL' BEYOND EDGE OF OPENING. H C NAILING N/A 0I-402 SHEATH ENTIRE WALL PLANE - MATCH THICKNESS A35: 48" O/C OF ADJACENT SHEARWALL, NAIL WITH FASTENERS RBC: N/A AT 0 O/C EDGE, 12' O/C FIELD. TOP a SPLICE: 9-I4d 0I-405 FRAMING CONTRACTOR TO INSTALL 3/8" PLYWOOD �a, I SHEATHING THIS AREA. INSTALL R-15 INSULATION i BATTS AT EXTERIOR WALLS PRIOR TO PLYWOOD. a. c `� i 01-402 GENERAL NOTES WALL FRAMING LEGEND 2 x L WALL ** 2 x L DFu2 AT I4' O/C HEADERS - L x 10 DF#1 TYP. U.O.N. - -� 2 x 4 WALL" GRID: A 2 x i DFu2 AT IL' O/C SILL NAILING: N/A HEADERS - 4 x 10 DFR2 TYP. U.O.N. Hoc: (D PER TRUSS A35: 48' O/C** 2 x WALL -CONTINUOUS FRAME TOPRBC: SPLICE: 48" /C WALL THICKNESS AS NOTED ABOVE ** REFER TO FRAMING PLANS FOR LOCATIONS OF BEARING WALLS. HEADERS AT INT. NON-BEARING WALLS SHALL BE: 4 x 4 DFu2 AT 2 x 4. L x L DF9I AT 2 x L. WALLS SHALL BE FRAMED TO +10'-1' HEIGHT. ruEtrF�ab�E TYPICAL UNLESS OTHERWISE NOTED ON DWGS FOR CODE CC'i'"PLEF�I�C WINDOW HEAD HEIGHTS SHALL BE +8'-1/2' UNLESS OTHERWISE NOTED ON THE FLOOR PLAN. UNLESS GRID: 2 NOTED. HEADERS SHALL BE TIGHT TO TOP PLATE. �� a �- FRAMED SILL AT WINDOW AT KITCHEN SINK SHALL i SILL NAILING: N/A i fig, ce 1 9 Lu11! MATCH TOP OF PLYWOOD AT COUNTER - COORDINATE. .4' O/C PER TRUSS A35: 48UNLESS OTHERWISE NOTED, HF PLATE STOCK MAY A35 BE USED. TOP a SPLICE: 14-1,6d /C TRB AhID ASSOCIATES WHERE 3 x FRAMING IS REQUIRED AT ADJACENT PLYWOOD PANEL EDGES (SEE PLAN AND SHEAR 2 1 SCHEDULE) HORIZONTAL BLOCKING AT PANEL EDGES 1 SHALL ALSO BE MINIMUM 3 x MATERIAL. SHEARPLY SHOWN IS MINIMUM REQUIRED FOR LATERAL BRACING SYSTEM. WHERE NECESSARY, FRAMING CONTRACTOR SHALL COMPLETE WALL SURFACES AS NEEDED TO ACCOMODATE WALL FINISHES. USE SW -I FOR FILL AREAS. TRIMMERS AND KINGSTUDS AT 8' TALL SLIDING GLASS DOORS TO BE 1.5" OR 1.15' LVL MATERIAL. Revisions: QO DETAILING AND P/C COMMENTS 03-28-I1 Plot date: M mz � 0 Z NLo Q¢ * N0 0)CD0 t9 O � ) REN 6 00F CAl\F�\P LO U d ¢ ❑. it % N O D O m w N . cn O > u) Q u) �4 I w U U O CL U) 0= MU USED ARCy/T Aw'�/y Ca J' * ,8 JTq� REN 6 00F CAl\F�\P N O O O �4 I O CL z Oz 0 LLJ }— U O Lu' z Q 0z O OZ �_ O r_ U 0 � z o � Q C Z Lu � U cc) LZI, n O 1---! Date: DEC 2014 Drawn: F.G. Job no.: 15-09• Sheet: S-4 of- Revisions: P%CACOMMENTS 03-28-I1 I Plot date: I I AR AW ON2j OL *1PA93 RE CAUF�\ aNrn m 00 0 N O O LOU I O L. x a O a I LO O M Z OL w LO m v r ¢0) Z QL N 0) O 1L UU O LO = O M AR AW y cr v s *1PA93 RE CAUF�\ N O O I O O I O Z OL Z QL O 1L —1 }- U w o � W � Lu > Q � o Hi � o (V �_ o r C) U W 0 0 Q� —Q '1Q L" U cn >- z Q W C) Date: DEC 201L Drawn: F.G. Job no.: 15-094 Sheet: S-5.1 of: ■AllllffiIAIW.L'GI ll .;C419,14'.a&'Af nL..1:1111L'll.,C �. ....., - '. �_._�..__� __� tSec0on G Scale: 1/4"=V-0" O Section H Scale: 1/4"=V-0" RN PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE_ _"y -/% By KEYNOTES 01 GENERAL REQUIREMENTS - SECTIONS 0 Section F Scale: 1/4"=V-0" I I I � � SII I TRS AND ASSOC iATES REVISION DATE: 04-04-11 Revisions: P/CACOMMENT8 03-28-11 Plot date: O N z OCY)z 0I-105 ROOF PLYWOOD CONTINUOUS UNDER OVERLAY FRAMING REN vT9� 01-121 WALL IS BEARING LOCATION FOR TRUSSES 01-300 SKYLIGHT WELL - GYPSUM BOARD FINISH a��u INSULATE TO MATCH WALL INSULATION a 0I-310 HVAC ATTIC AND PLATFORM ----------------- ' , I 06 WOOD AND PLASTIC - SECTIONS W H U) m 04-300 MANUFACTURED ROOF TRUSSES 12 I i 06-301 2 x 8 DFtt2 AT IL' O/C. 23/32" PLYWOOD OVER L , OL -302 06-302 2 x L DFtt2 ROOF RAFTERS AT 24' O/C I , , 04-305 23/32" PLYWOOD AT ATTIC FLOOR I - OG -304 15/32' CDX PLYWOOD ROOF SHEATHING OVER Z QL LL 2 x G T!G "SELECT' GRADE DECKING L O � LLI � Lu OG -310 PROVIDE SOLID SHEATHING AT THIS FACE OF Q \ luj 12 3 OL IV WALL TO CONTAIN INSULATION O Z Q fy O -304 Z 0L-304 07 THERMAL AND MOISTURE PROTECTION - SECTIONS U CIl >_ LIJ W z Q C) 01-001 R-15 BATT INSULATION IN WALL - - - 01-001.1 R-19 BATT INSULATION IN WALL +10'-1• - - - - - - - - - +lo' -I' 01-002 R-51 BATT INSULATION IN ATTIC 01-003 R-51 BLOWN INSULATION IN ATTIC 01-004 INSULATION - SEE DRAWINGS FOR R -VALUE 01-114 3 COAT CEMENT PLASTER LID OVER EXPANDED METAL LATH. T 01-121 5/IL' HARDIE SOFFIT WITH 4/4 x 3 TRIM BATTS — AT JOINTS AND 24' O/C LENGTHWISE. 01-122 LP SMARTSIDE SOFFIT. VENTED PANELS WHERE NOTED ON ROOF PLAN. Kitchen Dining Living room Covered porch 01-121 ALLURA CEDAR PORCH CEILING PANELS WITH 4/4 x 3 room TRIM BATTS AT JOINTS AND 24' O/C LENGTHWISE. +o' -o• _ - - - FOR CODE COMPLIANCE — APR 19 aw 0 Section F Scale: 1/4"=V-0" I I I � � SII I TRS AND ASSOC iATES REVISION DATE: 04-04-11 Revisions: P/CACOMMENT8 03-28-11 Plot date: O N z OCY)z G�gE0 � P N Q m 02 ) OD REN vT9� � CAUF�\P a��u a m W H U) m j LO dLO U)0) w WU 0 L O o= mU ARCy/�F G�gE0 � P wkiy °r REN vT9� � CAUF�\P I 0 I Z Z QL LL L O � LLI � Lu Q \ luj IV O Z Q fy O 73 � Z U CIl >_ LIJ W z Q C) Date: DEC 2014 Drawn: F.G. Job no.: 15-094 Sheet: S-502 of: SHEARWALL - SEE PLAN FOR LENGTH EDGE NAIL SHEARPLY I TO ENDSTUD, TYP. + I SHEARWALL ENDSTUD - + SEE PLANS I REFER TO HD TABLE + + I SDS I/4 x 2.5 SCREWS -CLR. SEE TABLE + HDU HOLDOWN - SEE PLAN + I PTDF MUDSILL--- \ to SEE TABLE AT RIGHT HDU2 NAILING e SYMBOL ON PLAN WHERE OCCURING - INSTALLED HOLDOWN - INSTALL PER MFRS. SPECS. REFER TO DRAWINGS SHEARPLY - SEE PLAN - FASTENER TABLE FOR HDU HOLDOWNS HOLDOWN FASTENERS REQUIRED A HDU2 (U SDS25312 B 111 (9) SDS25312 C HDUS (11) SOS25312 tt5 28" tt8 43" #11 124" ATTACH MULTIPLE STUDS WITH ILd SINKERS AT IL" O/C - FASTEN ILd AT IL' 0/C MINIMUM BAR SPACING (INCLUDING LAPS): 2' CLR OR 1-1/2 x BAR DIA. MINIMUM BAR LAPS FOR REINFORCED STEEL CONCRETE STRENGTH: 3000 PSI OR LESS (STAGGER SPLICES) SIZE LAP LENGTH SIZE LAP LENGTH SIZE LAP LENGTH tt3 IG" ttG 3G" ttq 80" tt4 24" ttZ 48" tt10 101" tt5 28" tt8 43" #11 124" MINIMUM BAR SPACING (INCLUDING LAPS): 2' CLR OR 1-1/2 x BAR DIA. 1.5 x LAP EQUALS 150% LAP LENGTH REQUIRED THE ASPECT RATIO OF THE SLAB PANELS AFTER SAW CUTTING SHALL CONCRETE COVER FOR REINFORCING STEEL 'CLR' O SEE PLAN CAST AGAINST EARTH OR GRADE 3" EXPOSED TO EARTH (FORMED) OR WEATHER W #5 AND SMALLER REQUIRED NUMBER #4 AND LARGER 2" 4 x L POST NOTE: THE ASPECT RATIO OF THE SLAB PANELS AFTER SAW CUTTING SHALL NOT EXPOSED TO EARTH OR WEATHER 1" SDS25312 FASTENERS - O SEE PLAN REFER TO SPECIFICATIONS BY SIMPSON FOR ADDITIONAL INSTALLATION INSTRUCTIONS. SEE TABLE ABOVE FOR NOTE: W W REQUIRED NUMBER WHERE DOUBLE 2 x MEMBERS ARE USED FOR KINGSTUD, SHEARPLY - ALL REINFORCING BARS SHALL EXTEND AS FAR AS POSSIBLE AND Oy ZU F SEE DRAWINGS END IN A STANDARD 900 OR 1800 HOOK UNLESS DETAILED OTHERWISE NOTE: O x x AF- W ID FASTENER REQUIREMENT IS BASED ON HDU14, WHICH IS 5-1/2". O[W W— HOLDOWN/STRAP REQUIREMENT AT CORNER d)Q REFER TO PLAN DETAILS: 19/8-11 NAILED 2 x MEMBER. NOT NECESSARILY m\W am Op THE SIZE OF THE ACTUAL INSTALLED 15 zQ =OU HOLDOWN/STRAP. REFERENCE NUMBER ON �O as U THE CHART ABOVE MAY NOT CORRELATE xww =3 QJ WITH THE ACTUAL INSTALLED HOLDOWN. 1 %" 001 L HOLDOWN AT CORNER — 2 x 6 WALL 12 TYPICAL REINFORCING DETAILS IG 1 %" 5/8" 10 S-6.1 REV: II -23-14 HOLDOWNS_025_A SCALE: 1-1/2" = 1'-0" S-G.I REV: 05-30-11 CONCRETE -006_A HDUS 1 j�" 1/8" 14 3' 5.445K LLI CONTRACTION JOINT X, 4 3" SASOK HDI 1 e " 1/8" 20 3 Y2' ALIGNED WITH EACH FACE OF RE-ENTRANT #31 DOWELS AND CONCRETE 4 Y2' 1.81OK CORNER. TYPICAL CONCRETE CONTRACTOR TO EFFECT SAWCUT CONTRACTION JOINTS IN ORDER TO LIMIT RANDOM, OUT -OF -JOINT FLOOR SLAB CRACKING. SAWCUTTING CONTRACTION JOINTS SHALL BE PERFORMED IN ACCORDANCE WITH ACI GUIDELINES. SAWCUT TO A DEPTH OF I INCH. SAWCUT CONTRACTION JOINTS SHALL BE CONTINUOUS ACROSS INTERSECTING JOINTS. AND NOT STAGGERED OR OFFSET. fb NOTE: THE ASPECT RATIO OF THE SLAB PANELS AFTER SAW CUTTING SHALL Op N O SEE PLAN REFER TO SPECIFICATIONS BY SIMPSON FOR ADDITIONAL INSTALLATION INSTRUCTIONS. THE MAXIMUM DISTANCE 'X', BETWEEN SAWN JOINTS SHALL BE AS FOLLOWS: NOTE: W W fm pW WHERE DOUBLE 2 x MEMBERS ARE USED FOR KINGSTUD, j Nw Oy ZU F I PLACE SSTB ARROW L" 4" 12'-O" O x x AF- W ID zZ HDU14, WHICH IS 5-1/2". O[W W— fill CORNER d)Q REFER TO PLAN DETAILS: 19/8-11 S m\W am Op O 15 zQ =OU Ow �O as U Qp xww =3 QJ HDU2 1 %" 5/8" L 3' 3.01511 HDU4 1 %" 5/8" 10 S. 4.5111 HDUS 1 j�" 1/8" 14 3' 5.445K LLI W 4 3" SASOK HDI 1 e " 1/8" 20 3 Y2' L.910K #31 DOWELS AND CONCRETE 4 Y2' 1.81OK 5Y2" 9.535K 1 1%" I" 30 II i i II II.IlSK z EN 4xL I0.110K HDUI4 I %" I" 3L 1T/, " 14.315K 5�2" 14.445K II O Z CONCRETE CONTRACTOR TO EFFECT SAWCUT CONTRACTION JOINTS IN ORDER TO LIMIT RANDOM, OUT -OF -JOINT FLOOR SLAB CRACKING. SAWCUTTING CONTRACTION JOINTS SHALL BE PERFORMED IN ACCORDANCE WITH ACI GUIDELINES. SAWCUT TO A DEPTH OF I INCH. SAWCUT CONTRACTION JOINTS SHALL BE CONTINUOUS ACROSS INTERSECTING JOINTS. AND NOT STAGGERED OR OFFSET. fb NOTE: THE ASPECT RATIO OF THE SLAB PANELS AFTER SAW CUTTING SHALL ANCHOR - W NOT EXCEED 1.5 : I - A RATIO OF I : I IS PREFERRED. SEE PLAN REFER TO SPECIFICATIONS BY SIMPSON FOR ADDITIONAL INSTALLATION INSTRUCTIONS. THE MAXIMUM DISTANCE 'X', BETWEEN SAWN JOINTS SHALL BE AS FOLLOWS: NOTE: SSTB20 in REFER TO TABLE 15/S -L.1 WHERE DOUBLE 2 x MEMBERS ARE USED FOR KINGSTUD, SLAB THICKNESS JOINT SPACING. 'X' FOR ADDITIONAL INFORMATION STAGGER E.N. TO BOTH MEMBERS. 25%, I PLACE SSTB ARROW L" 4" 12'-O" WHERE SHEARWALL ENDSTUD IS A WALL FRAMING MINIMUM WIDTH IS 3-1/2" EXCEPT FOR 4' MIN. DOUBLE MEMBER, STAGGER E.N. TO HDU14, WHICH IS 5-1/2". I4' MIN. BOTH MEMBERS AS SHOWN ABOVE. RETURN CORNER SSTB34 REFER TO PLAN DETAILS: 19/8-11 3L1/e" HDU HOLDOWN — SLAB FLOOR HOLDOWN TABLE — HDU SERIES a SAWN CONTRACTION JOINTS 19 15 U 0 S-G.I REV: 05-23-12 HOLDOWNS_OIO_B SCALE: 1" = 1'-0"S-G.I REV: 04-20-14 HOLDOWNS_002_B SCALE: N/A S-6.1 REV: 04-20-14 CONCRETE -001_A SCALE: NONE SHEARWALL 4y2" CLR. CLR. -02'LYs" CLR. SIZE AND SPACING OF TYPICAL SSTB/SB - SEE DRAWINGS SEE DWGS EN NOTE: l3) 2 x L rum A NR WALL IS PARALLEL I I I t GYPSUM BOARD (2) 2 x 4 (2) 2 x L BACKING KINGSTUDS *SINGLE 2 x L TRIMMER C. TYPICAL CORNER - 2 x L WALL D. EDGE OF DOOR OR WINDOW E. ALTERNATE CORNER - 2 x L WALL SHEARWALL 4Y," CLR. CLR. 4yi' NOTE: TYPICAL SSTB - THESE DETAILS ARE INTENDED TO DEPICT SEE DRAWINGS SSTB LOCATIONS RELATIVE TO TYPICAL (3) 2 x 4/\�II cr II�In'/ I OPENING cl I I (2)2x4 KINGSTUDS *SINGLE 2 x 4 TRIMMER A. TYPICAL CORNER - 2 x 4 WALL B. EDGE OF DOOR OR WINDOW ol- IS SSTB PLACEMENT DETAILS S-G.I REV: 10-03-16 HOLDOWNS_030_A HORIZ. REINF. - MIN. u4 BAR - SEE DWGS — LOCATE APPROX. 45' TO 90" FROM WALL0 Z b W x iy in W a! z � Z b x In END WALL MIDWALL I, SSTB ANCHOR S-L.I REV: 04-20-14 HOLDOWNS_001_A FRAMING CONDITIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE ACTUAL FRAMING CONDITIONS AND PLACE SSTB ANCHORS ACCORDINGLY. NOTE THAT INCORRECT PLACEMENT OF THESE ANCHORS WILL POSSIBLY RESULT IN THE NEED FOR RETROFIT ANCHORS. REFER TO TYPICAL HOLDOWN INSTALLATION DETAILS FOR "CLR" DIMENSION. SOME DETAIL OMITTED FOR CLARITY. REFER TO DRAWINGS FOR ADDITIONAL INFORMATION. WHERE HO ATTACHES TO DOUBLE STUD, E.N. TO BOTH MEMBERS - STAGGERED. *EXCEPT WHERE MULTIPLE TRIMMERS ARE INDICATED ON THE DRAWINGS SCALE: NONE MODEL NO. N DIA. TYPICAL SSTB �I W ANCHOR -SEE 11 I -T DWGS FOR SIZE Ir rr SSTB20 in 21%' - L 123 SSTB24 %" 25%, I PLACE SSTB ARROW L" SSTB28/s' DIAGONAL IN CORNER 13 4' MIN. APPLICATION 1 3/4" MIN SSTB34 I4' MIN. 341/8" RETURN CORNER SSTB34 LOCATE APPROX. 45' TO 90" FROM WALL0 Z b W x iy in W a! z � Z b x In END WALL MIDWALL I, SSTB ANCHOR S-L.I REV: 04-20-14 HOLDOWNS_001_A FRAMING CONDITIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE ACTUAL FRAMING CONDITIONS AND PLACE SSTB ANCHORS ACCORDINGLY. NOTE THAT INCORRECT PLACEMENT OF THESE ANCHORS WILL POSSIBLY RESULT IN THE NEED FOR RETROFIT ANCHORS. REFER TO TYPICAL HOLDOWN INSTALLATION DETAILS FOR "CLR" DIMENSION. SOME DETAIL OMITTED FOR CLARITY. REFER TO DRAWINGS FOR ADDITIONAL INFORMATION. WHERE HO ATTACHES TO DOUBLE STUD, E.N. TO BOTH MEMBERS - STAGGERED. *EXCEPT WHERE MULTIPLE TRIMMERS ARE INDICATED ON THE DRAWINGS SCALE: NONE MODEL NO. N DIA. LENGTH MIN. EMBED. le W SSTBIL 6/e" I -T 126/e' L" SSTB20 %' 21%' it wO SSTB24 %" 25%, 20%' L" SSTB28/s' O a_ LL a 29�/s" 24�/e" 8" SSTB34 �/e" 341/8" 281/9" e° SSTB34 1/e" 3L1/e" 281/8" 8' 1 3/4" MIN. EDGE DISTANCE EMBEDMENT LINE COLD -JOINT AT TYPICAL TWO INSTALLATION WHERE MASO Y TO FRAMED WALLS MAINTAIN 1/2" MIN. CLEARANCE BETWEEN FRAMED WALL AND MASONRY. WHERE FRAMED WALLS ABUTT THE MASONRY WALL, USE PTDF FRAMING. 20 GA. W2 FORMLOK DECK 4-1/2" TOTAL THICKNESS CONCRETE REINFORCE WITH #3 BARS AT 18" 0/- #4 /-#4 12 AT 2,,1 L" CM SOLIC VERT HORI2 VERT 24" 0 WITH 09 WALL AT VAULT SCALE: NONE S-G.I REV: 03-28-11 DETAILOIO I ITDH 'C IT 900 HOOK 1800 HOOK R=8 DIA. 120RA. L" MIN. R L DIA. OR 4' MIN. R=3 DIA. FOR #3 TO 41 R-4 DIA. FOR 88 TO #11 STANDARD HOOKS AND BENDS 2 MIN. FOR STEP FOOTINGS L 4MAX. I MAX. 45° MAX. FOR BEAMS AND SLABS U.O.N. COLUMN BAR OFFSET BENT BARS L A OR 2-1/2' MIN, LAP 45° 45° MAX. I—WIRE TOGETHER AT EACH END BEND AROUND PIN (2 4 MIN.) UP TO #4 BAR STIRRUPS AND TIES SPLICE NOTE: REINFORCING STEEL SHALL BE LOCATED IN UPPER HALF OF SLAB AS SHOWN. REINFORCING STEEL TO BE HELD IN POSITION WITH CONCRETE "DOBIES", OR OTHER APPROVED METHOD. REINFORCING STEEL - SEE DRAT"""' 4" CONCR VISQUEEN 2" GRANUI OVER VIS MIM A' r.9 1-1/2" AT 2 x 4 WALL 9-1/2" AT 2 x L WALL LINE OF STEMWALL BEYOND TYPICAL EASED EDGE DRIVEWAY CONCRETE SLAB - SLAB � - SEE PLAN r -- I I MI I 1 1/2" FELT STRIP --I _ 24 " #3 12 r DOWELS VIII PillAT 3L" O/C D 3' CLR. CONT #4 BAR 12" MIN. TOP AND BOTTOM TYP. U.O.N. 001 04 DOOR OPENING SCALE: NONE S-1.2 REV: 03-23-14 GARAGE_FTG_010_A SCALE: I" = I' -O" SHEARPLY - SEE L PT MUDSILL - 2 x EXCEPT WHERE NOTED - SEE PLAN FOR SIZE AND SPACING OF ANCHOR BOLTS ----� z s F.G. ;0 M CONT. u4 'BAR 12' IN. U TOP AND BOTTOM TYP. U.O.N. 1/2" FELT STRIP CONCRETE SLAB - SEE FON. PLAN 001 o -I CONCRETE SLAB ASSEMBLY 03 GARAGE PERIMETER S-4.1 REV: 04-26-11 CONCRETE -001_B SCALE: 1-1/2" = 1'-0" S-1.2 REV: 12-28-15 GARAGE -FTG -001_A SCALE: 1" = 1'-0" SHEARPLY - WHERE OCCURING - �I I IAS - WHERE OCCURING - W SEE DGS SEEDWG PT MUDSILL - 2 x EXCEPT PT MUDSILL - 2 x EXCEPT WHERE NOTED - SEE DWGS FOR CONC. SLAB- WHERE NOTED - SEE DWGS FOR CONC. SLAB - SIZE AND SPACING OF SEE DWGS SIZE AND SPACING OF SEE DWGS ANCHOR BOLTS ANCHOR BOLTS 24 #3 20l DOWELS #3 12?4- DOWELS AT 24" O/C AT 48" O/C EN Ii I. r I r \ EN -IIII=1111—' �� � IIIA -iil�. ..����—��,•. .., �, � _ ._� _ s =III —I 174 II II- ( I 3' CLR. HIS = -IF,=1111 -III 3" CLR.'—I_ CONT. #4 BAR TOP AND BOTTOM II Ill—= —1111 _ _ = 12" TYP. (3) CONT. #4 BARS 1 I = 1 i l =1 = I �_11 I I— U.O.N. TOP AND BOTTOM 24" 003 001 rot. INTERIOR FOOTING 02 INTERIOR FOOTING S-6.1 REV: II -23-14 FTG -SLAB -STEM -004_A SCALE: 1" = 1'-0" S -G.1 REV: II -23-14 FTG_SLAB_STEM_004-A SCALE: 1" = 1'-0" NOTE: INSTALL CPSx BASE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. In Lu oc Z S =J s *1 SHEARPLY - J 8" HOOK AT EMBEDDED END: 0 0080 0080 1,30 CODE C1 lAl`�'CE SEE DWG b wO w 8 x 8 POST wo v21 x U.O.N. a �i !ai`°`s�>I �t���Ci.(°�,��� O a_ LL a C-4 MLUoco - Ci COLUMN BASE 01 TYPICAL PERIMETER 0 PT MUDSILL - 2 x EXCEPT Id 0) = S-6.1 REV: 12-28-16 POST BASE -001-A SCALE: 1-1/2" = 1'-0" Ely t- V =o �7 z b W 0� U 0 w o J 1 3/4" MIN. EDGE DISTANCE EMBEDMENT LINE COLD -JOINT AT TYPICAL TWO INSTALLATION WHERE MASO Y TO FRAMED WALLS MAINTAIN 1/2" MIN. CLEARANCE BETWEEN FRAMED WALL AND MASONRY. WHERE FRAMED WALLS ABUTT THE MASONRY WALL, USE PTDF FRAMING. 20 GA. W2 FORMLOK DECK 4-1/2" TOTAL THICKNESS CONCRETE REINFORCE WITH #3 BARS AT 18" 0/- #4 /-#4 12 AT 2,,1 L" CM SOLIC VERT HORI2 VERT 24" 0 WITH 09 WALL AT VAULT SCALE: NONE S-G.I REV: 03-28-11 DETAILOIO I ITDH 'C IT 900 HOOK 1800 HOOK R=8 DIA. 120RA. L" MIN. R L DIA. OR 4' MIN. R=3 DIA. FOR #3 TO 41 R-4 DIA. FOR 88 TO #11 STANDARD HOOKS AND BENDS 2 MIN. FOR STEP FOOTINGS L 4MAX. I MAX. 45° MAX. FOR BEAMS AND SLABS U.O.N. COLUMN BAR OFFSET BENT BARS L A OR 2-1/2' MIN, LAP 45° 45° MAX. I—WIRE TOGETHER AT EACH END BEND AROUND PIN (2 4 MIN.) UP TO #4 BAR STIRRUPS AND TIES SPLICE NOTE: REINFORCING STEEL SHALL BE LOCATED IN UPPER HALF OF SLAB AS SHOWN. REINFORCING STEEL TO BE HELD IN POSITION WITH CONCRETE "DOBIES", OR OTHER APPROVED METHOD. REINFORCING STEEL - SEE DRAT"""' 4" CONCR VISQUEEN 2" GRANUI OVER VIS MIM A' r.9 1-1/2" AT 2 x 4 WALL 9-1/2" AT 2 x L WALL LINE OF STEMWALL BEYOND TYPICAL EASED EDGE DRIVEWAY CONCRETE SLAB - SLAB � - SEE PLAN r -- I I MI I 1 1/2" FELT STRIP --I _ 24 " #3 12 r DOWELS VIII PillAT 3L" O/C D 3' CLR. CONT #4 BAR 12" MIN. TOP AND BOTTOM TYP. U.O.N. 001 04 DOOR OPENING SCALE: NONE S-1.2 REV: 03-23-14 GARAGE_FTG_010_A SCALE: I" = I' -O" SHEARPLY - SEE L PT MUDSILL - 2 x EXCEPT WHERE NOTED - SEE PLAN FOR SIZE AND SPACING OF ANCHOR BOLTS ----� z s F.G. ;0 M CONT. u4 'BAR 12' IN. U TOP AND BOTTOM TYP. U.O.N. 1/2" FELT STRIP CONCRETE SLAB - SEE FON. PLAN 001 o -I CONCRETE SLAB ASSEMBLY 03 GARAGE PERIMETER S-4.1 REV: 04-26-11 CONCRETE -001_B SCALE: 1-1/2" = 1'-0" S-1.2 REV: 12-28-15 GARAGE -FTG -001_A SCALE: 1" = 1'-0" SHEARPLY - WHERE OCCURING - �I I IAS - WHERE OCCURING - W SEE DGS SEEDWG PT MUDSILL - 2 x EXCEPT PT MUDSILL - 2 x EXCEPT WHERE NOTED - SEE DWGS FOR CONC. SLAB- WHERE NOTED - SEE DWGS FOR CONC. SLAB - SIZE AND SPACING OF SEE DWGS SIZE AND SPACING OF SEE DWGS ANCHOR BOLTS ANCHOR BOLTS 24 #3 20l DOWELS #3 12?4- DOWELS AT 24" O/C AT 48" O/C EN Ii I. r I r \ EN -IIII=1111—' �� � IIIA -iil�. ..����—��,•. .., �, � _ ._� _ s =III —I 174 II II- ( I 3' CLR. HIS = -IF,=1111 -III 3" CLR.'—I_ CONT. #4 BAR TOP AND BOTTOM II Ill—= —1111 _ _ = 12" TYP. (3) CONT. #4 BARS 1 I = 1 i l =1 = I �_11 I I— U.O.N. TOP AND BOTTOM 24" 003 001 rot. INTERIOR FOOTING 02 INTERIOR FOOTING S-6.1 REV: II -23-14 FTG -SLAB -STEM -004_A SCALE: 1" = 1'-0" S -G.1 REV: II -23-14 FTG_SLAB_STEM_004-A SCALE: 1" = 1'-0" NOTE: INSTALL CPSx BASE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. I Revisions: A03-28-11 /C AND VA RIOUS ADDITIONAL INFORMATION Plot date: ON oI s *1 SHEARPLY - n 8" HOOK AT EMBEDDED END: 0 0080 0080 3 CLRI AIED CODE C1 lAl`�'CE SEE DWG IIII 1 - I 7d M4 CONT. #4 BAR TOP AND BOTTOM U.O.N. ON DWGS APR 19 2017 w 8 x 8 POST 12" TYP. v21 Q U.O.N. a �i !ai`°`s�>I �t���Ci.(°�,��� O a_ LL a 002 001 - Ci COLUMN BASE 01 TYPICAL PERIMETER 0 PT MUDSILL - 2 x EXCEPT Id 0) SCALE: 1" = 1'-0" S-6.1 REV: 12-28-16 POST BASE -001-A SCALE: 1-1/2" = 1'-0" 5-6.1 REV: 09-30-15 FTG -SLAB -STEM -001_A SCALE: 1" = 1'-0" REVISION DATE: 04-04-I1 V �m WHERE NOTED - SEE DWGS FOR 0� U 0 w o CONC. SLAB - �o= my SIZE AND SPACING OF SEE DWGS LL- ANCHOR BOLTS -1 5/8" DIA. ALL -THREAD i i � O LLI W 4 ROD. EPDXY INTO POST � I I w o #31 DOWELS AND CONCRETE W I I O AT 48" O/C SIMPSON CPSI II i i II O z EN U 0z W II O Z a II II S m r) F.G. a�—III=IIII=IIII=IIII E�+� I # 1 I I-1 I I �_ I Revisions: A03-28-11 /C AND VA RIOUS ADDITIONAL INFORMATION Plot date: ON oI s *1 Z - N0) n 8" HOOK AT EMBEDDED END: 0 0080 0080 3 CLRI AIED CODE C1 lAl`�'CE IIII 1 - I 7d M4 CONT. #4 BAR TOP AND BOTTOM U.O.N. ON DWGS APR 19 2017 w < 12" TYP. v21 Q U.O.N. a �i !ai`°`s�>I �t���Ci.(°�,��� O a_ LL a 002 001 - Ci COLUMN BASE 01 TYPICAL PERIMETER 0 05 Id 0) SCALE: 1" = 1'-0" S-6.1 REV: 12-28-16 POST BASE -001-A SCALE: 1-1/2" = 1'-0" 5-6.1 REV: 09-30-15 FTG -SLAB -STEM -001_A SCALE: 1" = 1'-0" REVISION DATE: 04-04-I1 I Revisions: A03-28-11 /C AND VA RIOUS ADDITIONAL INFORMATION Plot date: Cy/TF ARHA ON oI s *1 Z - N0) RE Tqc� 0 0080 0080 X�CU �La.0 w < v21 Q O a_ LL a � W - Ci m_ w m 0 Id 0) z>O ofrii Q 0) N 0) V �m W Q wU 0� U 0 w o �o= my Cy/TF ARHA G�gED 0� s *1 93 RE Tqc� CAVE V, w a: W H LU 0Z m O a_ LL a - Ci 0 z>O ofrii U 0 V �m ` � a w o z LL- -1 � � O LLI W U � p w o Q W O 0 � z U 0z W ^ O Date: DEC 2014 Drawn: F.G. Job no.: 115-094 Sheet: S-6.1 of: , Revisions: AO03-28-11 P/C AND VARIOUS ADDITIONAL INFORMATION I I Plot date: -I I ONL 0 M * NOTE: a Tq� REN OF CALIF m N 00 � SEE DWGS. BLOCKING PANEL DESIGN LOAD. 0.200 K/FT MANUFACTURED BLOCKING *REFER TO DETAIL I4/S-1.2 �u %5- Q U) W LL PANELS BETWEEN TRUSSES - REFER TO DRAWING DETAILS FOR STRAP INSTALLATION. ui (n _ co U ROOF SHEATHING >LO O ul LO U) 0) E SOME DTAIL OMITTED FOR CLARITY i w UU 0 U Q o= 0z mV c) Q 24 Z O U c1z MFRD. BLOCKING 0 Q� _Q ROOF SHEATHING S -1.I Z W < m PANELS WITH SHAPED TOP E W U EAVE BLOCKING EN GAP SHOWN- IS FOR GRAPHICAL OMIT AT EAVE VENTS PURPOSEONLY - TRUSSES AND BLOCKS EEAR FULLY ON WALL SHAPE TOP OF BLOCKING PANEL TO FORWITH SEE D A35 -WGS MATCH ROOF PITCH _STRAPS CUT LENGTH, CENTER STRAP HERE i OR SPACING 48" O/C MAX. MFRD. BLOCKING PANEL I I • • • • END LENGTH END LENGTH BETWEEN TRUSSES I -- - -- - ----- -- - - - - - - to TURSS VERTICAL „ EN IF *END LENGT 1 ELEVATION VIEW STRAP TIE WITH FULL I I 2 x 4 BLOCKING -ATTACH E -—TRUSS - NAILING SEE DWGS SIMPSON HI *END TO TRUSS WITH (5) SIMPSON SOS25300 LAGS - 2 IN. O/C WHERE OCCURING CONNECTOR AT EACH TRUSS LENGTH OR STRAP TO BOTTOM STRAP - SEE DRAWINGS (1) CSIG STRAP - SEE DWGS WALL (3) ASS. TOTAL BEAM - SEE DWGSJ POP, THICKNESS E DWGS CSIG OF BLOCKING PANELS ATTACH AT ENDS PER REFER TO DRAWINGS FOR EXTENT 2" MIN. 2" MIN. AND NAILING DETAIL IL/S-1.2 INTERMEDIATE NAILING WALL - SEE DRAWINGS TO BE 8d AT L' O/C + A35 AT 24' 0/C *NOTE: EA. SIDE - STAGGERED REFER TO DETAIL I4/S-1.2 FULL HEIGHT BLOCKING - TRIMMER - SEE DWGS i NOTE: -'.•-' FOR STRAP INSTALLATION * END LENGTH * END LENGTH AT FIRST (3) TRUSS BAYS DESIGN MFRD. BLOCKING PANELS SOME DETAIL OMITTED FOR CLARITY DRAG TRUSS FOR HORIZONTAL LOADING: 0.200K/FT SECTION A BLOCKING PANEL PROFILE MAY VARY -SEE DWGS 002 OO2 PLAN VIEW 001 B. TOP OF BEAM FLUSH WITH PLATE 005 04 TYPICAL EAVE DETAIL BLOCKING PANEL AT TRUSSES STRAPPING/BLOCKING STRAP AT TRUSS TO WALL 24 20 I6 FOR STRAPS WITH ' PRE-CUT LENGTH, CENTER STRAP HERE REV: 01-30-16 BLOCKING -PANEL -001-A SCALE: I" = I' -O" REV: 12-09-15 STRAPPING -003.5_A SCALE: NONE S-1.1 REV: 12-28-I6 STRAPPING_004_B SCALE: I" = I' -O" S -,.I REV: 4-04-16 SAVE DETAIL 001_A SCALE: I" = I' -O" i �E �e OF BEAM BRG LENGTH NOTE: (D 3/8" DIA. RSS TIMBER FASTENER REFER TO DETAIL I4/5-1.2 FOR INSTALLATION OF FOR STRAPS WITH PRE-CUT LENGTH. END LENGTH* i END LENGTH* BY GRK FASTENERS CSIG STRAP CSIG STRAP ROOF SHEATHING CENTER STRAP HERE 1-800-243-0443 - LENGTH AS REQ'D AT RIDGE ROOF SHEATHING * END LENGTH END LENGTH ALTERNATE i ROOF SHEATHING STRAP LOCATION EN (2) CONT. CSIG STRAPS - i - SEE DWGS ATOP BLOCKING - SEE DWGS FOR BEAM -SEE DWGS EXTENT 1 --------- -------------- STRAP TIE WITH FULL 1 1---------- -------------- NAILING - SEE DWGS BCC £ TORS CONT. 4 x BLOCKING STRAP IE WITH FULL NAILING SEE DWGS SEE - 48' 0/C MAX. DRAG TRUSS SEE DWGS HI AT EACH z ? 2 x BLOCKING, TYP. TRUSS TO BEAM EN TRIMMER - SEE DWGS —� — BEAM - SEE DWGS », RAFTER BEAM - SEE DWGS BEAM - B. DOUBLE STRAP A35 - SEE DWGS A. BOTTOM OF BEAM FLUSH WITH PLATE FASCIA - SEE DWGS I FOR SPACING - SEE PLAN ROOF SHEATHING I � 48" O/C MAX. POST -SEE DWGS EN NOTE: C. AT RIDGE CONDITION CONT. CSI4 STRAP 7 SOME FRAMING OMITTED FOR CLARITY. ROOF BEAM - ATOP BLOCKING - SEE DWGS SEE DWGS FOR * END LENGTH FOR FIELD CUT COILED STRAPS EXTENT SHEARPLY - WHERE REFER TO PLAN FOR STRAP, REFER TO DETAIL IL/S-1.2 OCCURING - SEE DWGS FOR ADDITIONAL INFORMATION. CONT. 2 x BLOCKING FOR THICKNESS AND NAILING NOTE: INSTALL ALL SPECIFIED STRAPS IN ACCORDANCE WITH (D 3/e" DIA. RSS REFER TO DRAWINGS FOR BEAM TO COLUMN CONNECTION MANUFACTURERS SPECIFICATIONS. # TIMBER FASTENER BY GRK FASTENERS BY GRK FAS PERMIT COUNTY DEVELOPMENT SERVICES 63 - SOME FRAMING OMITTED FOR CLARITY. BUTTE REVIEWED FOR LENGTH AS REQ'D CSIG STRAP * END LENGTH FOR FIELD CUT COILED STRAPS C,Q(� COMPLIANCE AT SPL E NOTE: REFER TO PLAN FOR STRAP, REFER TO DETAIL IL/S-1.2 FOR ADDITIONAL INFORMATION.,/ T/`1 _ DATE 7 a y �� BY_.--- REFER TO DRAWINGS FOR SHEARPLY LOCATION - MAY OCCUR INSTALL ALL SPECIFIED STRAPS IN ACCORDANCE WITH _ ON EITHER SIDE OF WALL MANUFACTURERS SPECIFICATIONS. A. SINGLE STRAP 002 001 001 001 001 COLLECTOR SHEAR TRANSFER n STRAP - BEAM TO BEAM O, STRAP - BEAM/JOIST TO WALL 03 EAVE DETAIL AT PORCH BEAM I9 IS S -,.I REV: 06-04-16 STRAPPING -013_A SCALE: I" = 1'-O" IN 5-1.1 REV: 03-22-15 DRAG TRUSS_001_A SCALE: I" = I' -O" S -,.I REV: 12-28-I6 STRAPPING_041_C SCALE: I" = I' -O" S -,.I REV: 12-28-I6 STRAPPING_041_A SCALE: I" = 1'-0" S -,.I REV: 08-30-15 EAVE DETAIL 002_A SCALE: 1" = 1'-0" BEAM - SEE DWGS CANTILEVERED HEADER- CSIL STRAP SEE DWGS ALTERNATE CONDITION - RAKE WALL TRANSITION TT RAFTER BEAM - =rt i SEE DWGS SEE DWGS �: SEE PLAN - 8'-0" MIN. IF NOT NOTED ' ' PERP. WALL - WHERE OCCURINGA 4-IGd ' CSIG STRAP - ROOF SHEATHING RBC CONNECTORS EDGE NAIL ROOF i i ' WHERE OCCURING ' AT 48" O/C, TYPICAL U.O.N. ON DWGS B. BEAM SPLIT AT SUPPORT PLYWOOD TO PLYWOOD RAFTER IC O/C) ' i NOTE: 4 SEE DWGS TOP PLATE SIMPSON H2 AT *!2) CSIL STRAPS DRAG RAFTER TO i EACH SI DETAIL A APPLIES EACH SIDE F FRAMING BELOW CANTILEVER - ST2115 AT WHERE PERP. WALL FRAMES INTO BEAM (1) 3/8" DIA. RSS ** SEE- WGS' END LENGTH * BOTH I SEE DWGS BOTH SIDES OF WALL TYPICAL TWO TIMBER FASTENER LOCATIONS ING _ KVENTS BY GRK FASTENERS OPENING i AT EAVE - SEE EN 1-800-243-0443 - SEE PLAN C ROOF FRAMING PLAN LENGTH AS REQ'D — -------------- tt, POST -SEE DWGS 2 x BLOCKING ------------ MIN. DOUBLE STUD IF NOT NOTED BETWEEN FRAMING * _N F NOtFNGTyrI I'' 4 x BLOCKING END LENGTH 2 x L RAFTER - SEE DWGS A. SIDE VIEW B. C. D. FASCIA - INTERMEDIATE MULLION SEE DWGS EAVE BLOCKING TO + SIMPSON HI Z RESIST COMPRESSIVE CONNECTOR AT FORCES , , EACH TRUSS NOTE: HOEDOWN -SEE DWGS FOR MODEL � HOEDOWN MAY BE SHEARPLY - SEE DWGS FOR THICKNESS BEAM - SEE DWGS * REFER TO DETAIL IL/S-1.2 WALL OR BEAM - SEE DWGS LOCATED AT THIS SIDE WHERE OCCURING AND NAILING FOR STRAP INSTALLATION. ° ;_ AT A SW STRAPS ARE INSTALLED ATOP WALL SHEATHING RAFTER BEAM - SEE DWGS ** IF NOT OTHERWISE NOTED, EXTENDT STRAPS MINIMUM 48", OR FULL WIDTH NOTE. _Lj OF ADJACENT SHEARWALL, IF LESS THAN 48" IN WIDTH. *REFER TO DETAIL IL/5-1.2 FOR STRAP INSTALLATION DETAILS FOR SIMILAR CONDITIONS, REFER TO A. CONTINOUS BEAM DRAWINGS FOR EXTENT OF STRAPPING STRAP TO BE CSIG, UNLESS OTHERWISE NOTED ON DRAWINGS. �• B. (2) CSIL STRAPS AT PLATE BREAK 001.1 O 002 DRAG STRUT 10 CANTILEVERED /CONTINUOUS BEAM 02 TYPICAL EAVE DETAIL PIN 22 RAFTER TO BEAM -DRIFT 22 I4 S -,.I REV: 08-20-14 STRAPPING_001_B SCALE: 1" = 1'-0" S -,.I REV: 12-28-16 STRAPPING -011_A SCALE: 1" = 1'-0" 5-1.1 REV: 4-04-16 EAVE DETAIL 001_A SCALE: 1" = 1'-0" REV: Oa -15-11 DRIFT -PIN -002_A SCALE: I" = I' -O" CSIG STRAP ROOF SHEATHING -------- 2 x 4 BLOCKING ALTERNATE CONDITION - RAKE WALL TRANSITION _L SEE PLAN SEE PLAN4-14d BEAM - SEE DRAWINGS 8d AT L" O/C 2x4 FLAT BARGE NOTE: OUTRIGGER5 AT 24" O/C DESIGN G/E ROOF SHEATHING RBC CONNECTORS __ i . NAILS AT BLOCKING TRUSS TO ACCOMODATE NOTCHING FOR OUTRIGGERS PROVIDE INSULATION BAFFLES AT SCREENED AT 48" O/C, TYPICAL U .O.N. ON DWGS EN 2-ILd AT EA. EAVE VENTS + BARGE TIE r n SEE DWGS TOP PLATE *CSIG STRAP FASTEN K TO --- ** I WITH I ' II -'INSULA ION PLAN VIEW SEE WGS ' SDS 5312 AT IV O/C , 3-IGd 2 x 4 BRACES ; I I I; ; 2-I4d '' ' 2 x BLOCKING - OMI .. ::::•:::: "•'' •'%'''' ' SEE PLAN ' � SIMPSON ST2115 AT 48" O/C ' 1 ' AT EAVE VENTS - SEE ROOF FRAMING PLAN ,^.::: :•:.•:::::.•. ............ '%''` '' --------------- AT BOTH SIDES OF WALL ; I 1 .1 1 � I ,..•.•.•:.•:.•:.•:.•.•.•.•.•.•.•:.•:.•.•.•.•.•. (2) 3/e" DIA. RSS ,' 1 1 I TO 1.5 =L2'-- r- r.•:•: '::•:•::•::::•:•:•:•:•:•:•::•:•:•:•:•:•::•:•: TIMBER FASTENERS�'(r- BY GRK FASTENERS BEAM SPLICE - G/E TRUSS -DESIGN FOR�•,'tr; DRAG LOAD WHERE NOTED. , N ; I 1 1 I -800-243-0 443 - WHERE OCCURING i i i TRUSS TO HAVE VERTICAL LENGTH AS REQ'D SEE PLAN 2 x BLOCKINGT END LENGTH ii i FILL AT IL' O/C 1 - �r -_ A35 -SEE DWGS I I FASCIA SEE DWGS _________ _ _ _ _ BEAM -SEE � i ______ STRAP ATOP BEAM - ATS LICE - SEE DWGS HOEDOWN - SEE SIMPSON A54 ' 1 it r-- - --------------------- r----------------------------- r-- FOR SPACING '� I 48" O/C MAX. ; SHEATH TRUSS TO MATCH SW BELOW ' ------------- ------ i�- - ---� �-- --------------------- ---- - SIMPSON I CONNECTOR AT EACH TRUSS PLAN FOR MODEL - --------------------------------------------------- ------------------ - SHEARPLY - SEE DWGS NOTE: .---. -,-------------------- - FOR THICKNESS F�fR:"ga �'e *REFER TO DETAIL IL/5-1.2 NOTE: ° EN EN -------------- ------------ SHEARPLY -SEE DWGS AND NAILING FOR CODE COMPLIANJ` FOR STRAP INSTALLATION. FOR THICKNESS ARE INSTALLED INSTALL STRAPS IN ACCORDANCE WITH DETAIL IL/S-1.2 AND NAILING �� , 20117STRAPS POST -SEE DRAWINGS ATOP WALL SHEATHING NOTE: ** IF NOT OTHERWISE NOTED. EXTEND STRAPS MINIMUM 48", OR FULL WIDTH REFER TO TYPICAL BARGE DETAIL 05/S-1.1 EXTEND REQUIRED BRIDGING Td`°iB�€I��i�,!�.�`�CI,n���, OF ADJACENT SHEARWALL. IF LESS THAN 48" IN WIDTH. FOR ADDITIONAL INFORMATION AT TRUSS BOTTOM CHORDS TO G/E TRUSS TO STABILIZE G/E WALL FOR SIMILAR CONDITIONS, REFER TO NOTE: SIDE ELEVATION DRAWINGS FOR EXTENT OF STRAPPING REFER TO DETAIL A (1) CSIL STRAP AT PLATE BREAK A. A.1 FOR LATERAL BRACING AT WALL (NOT SHOWN) BRACING OO1 001 O 001 OOI LAG STRAP DETAIL -PLATE HEIGHT CHANGE STRAP DETAIL o9 WALL BRACING AT G/E WALL o5 BARGE DETAIL OI TYPICAL EAVE DETAIL 21 BEAM TO COLUMN - I, I3 = 1'-0" S -,.I REV: 08-11-14 STRAPPING SCALE: I" = 1'-0" S -,.I 03-22-14 STRAPPING -011_B SCALE: 1" = 1'-0" S-,.1 REV: 08-08-12 BARGE -004_A SCALE: 1" = 1'-0" 5-1.1 REV: 03-22-15 BARGE -001_A SCALE: I" I' -O" S -,.I REV: 4-04-16 EAVE DETAIL 001_A SCALE: I" = I' -O" -1 REV: REV: 03-15-I1 DRIFT -PIN -001_A SCALE: 1" -100_A REVISION DATE: 04-04-11 , Revisions: AO03-28-11 P/C AND VARIOUS ADDITIONAL INFORMATION I I Plot date: -I I D n ONL 0 M * Z N�¢ a Tq� REN OF CALIF m N 00 � O U U) U) @J Lo v �u %5- Q U) W LL CO ui (n _ co U >LO O ul LO U) 0) i w UU 0 U Q o= 0z mV D n * 8693 Tq� REN OF CALIF \ Q LL � U O ul W i Q \ 0z W c) Q QC Z O U c1z 0 Q� _Q Q Z W < m U W U Date: DEC 201L Drawn: F.G. r - Job no.: 115-094 Sheet: S-7.1 of: L..,_........ - Revisions: AO03-28-11 P/C AND VARIOUS ADDITIONAL INFORMATION Plot date: O N Oc)Z G�SEp ARCy/�� N 0) 2 x L BLOCKING - I ENk r j$f�93 0 � s�q� A� CAl\E�\P O U 2-I4d NAILS PER BLOCK 0 u LL EN f � D LO 1L T it EN .—1 ti �m }— U j LO w O � DRAG TRUSS - Lu WQ w U U 0 o= SEE DRAWINGS M 0z PLYWOOD SHEATHING OVER K _ U W 0 ° z o 2 x L TEG DECKING - SEE DWGS A35 -SEE DWGS Q � � W SILL NAILING - FOR SPACING - U v� IGd AT 14" O/C 48" O/C MAX. .. rt (2)-IGd NAILS PER DECK BOARD AT EN 12NAILS O/C SHAPED EN 2 x BLOC G - EN A35F - MATCH EN A35 SPACING ABOVE CSIL STRAP - TOP PLATE TO BOTTOM OF BLOCKING PANELS BETWEEN TRUSSES FASTEN DRAG REFER TO DRAWINGS FOR EXTENT SHEARPLY - SEE DWGS TRUSS TO SHAPED SHEARPLY - BLOCK WITH ILd SEE DWGS NAILS AT 12" O/C NOTE: REFER TO DETAIL 04/5-1.2 FOR ADDITIONAL INFORMATION INSTALL STRAP IN ACCORDANCE WITH DETAIL IG/S-1.2 OI O O COLLECTOR roe SHEAR TRANSFER 04 DRAG TRUSS 12 5-1.2 REV: 03-15-11 DETAIL008 SCALE: I" = 1-0" S-1.2 REV: 03-15-11 DETAIL004 SCALE: I" = I' -O" 5-1.2 REV: 03-15-11 DETAILOOI SCALE: I" = I'-0" FOR SPACING - 48" O/C MAX. EN EN 2 x4 BLOCKS AT 24" O/C CSIG STRAP - TOP OF BEAM TO TOP PLATE - INSTALL PER IL/5-1.2 SHEARPLY - SEE DWGS -SILL NAILING - IGd AT IL" O/C SUPPORTED BEAM - SEE DRAWINGS EN EN 7' 111 EN MENT SERVICES (2)-I4d NAILS HERMIT # LO DEVE PER DECK BOARD �uT COUNTY ` PLYWOOD SHEATHING OVER 2 G TtG DECKING -SEE DWGS REVIEWS©R COM PI IANC SUPPORTING BEAM N -SEE x CODE DRAWINGS l gY �- SHEARPLY - SEE DWGS SIMPSON 'CJT" CONNECTOR - SEE DRAWINGS FOR MODEL NOTE: ANUFACTURER'S INSTALL PER MANUFACTURER'S"") (4) 3/8" DIA. RSS SPECIFICATIONS REFER TO DETAIL OL/5-1.2 TIMBER FASTENERS FOR ADDITIONAL INFORMATION BY GRK FASTENERS CSIG STRAP 1-800-243-0443 - AT SPL E 1-1/8" LENGTH O 0 O t SIMPSON CJT CONNECTOR a COLLECTOR 01 SHEAR TRANSFER 15 1-1.2 REV: 03 -I6 -I1 TIMBER -011_A SCALE: I" = I'-O"S-1.2 REV: 03-15-11 DETAIL001 SCALE: I" = I' -O" S-1.2 REV: 03-15-11 DETAIL003 SCALE: I" = I'-0" 11 BEAM - SEE DWGS S ROOF RAFTERS - SEE DRAWINGS RAFTER BEAM - SEE DWGS 2x4 FLAT BARGE OUTRIGGERS AT 24' 0/r----,,,2 x BLOCK (2)-14d PER PER BLOCK RSC CONNECTORS CUT AT 48" O/C ,Iy=•SEAT B. BEAM SPLIT AT SUPPORT 2-I4d AT EA. EN SHAPED 4 x NAILER BARGE TIE �� ATOP BLOCK BELOW - EN FASTEN WITH SD5254O0 EN AT 48" O/C 2-ILd � EN A35 - SEE DWGS TECHSHIELD SHEATHING FOR SPACING (2) 3/e" DIA. RSS AT FACE OF TRUSS 2 x 4 AT IL" O/C TIMBER FASTENERS IGd AT IG' O/C 15/32" PLYWOOD SHEAT ING IB -800 243A04L3NERS OVER 2 x L TtG DECKING c 1-1/8" LENGTH 2 x 4 STUD WALL 15/32" ROOF SHEATHING OVER 2 x 4 Till DECKING 4 x 12 BLOCKING IGd NAILS n AT 12" O/C f SHAPED 2 x BLOCKING EN A35 - SEE DWGS FOR SPACING SHAPED 4 x BLOCKING 3%2' SEAT CUT 48" O/C MAX. i i SIDE VIEW i BEAM - SEE DWGS SHEARPLY - SEE DWGS EN FOR THICKNESS HI CONNECTOR SHEARPLY - SEE DWGS AND NAILING AT EACH TRUSS RAFTER BEAM - SEE DWGS BEAM RAFTERS - SEE DETAIL 22C/5-1.1 FOR CONNECTION TO BEAM BEAM - SEE DWGS A. CONTINOUS BEAM OI O O O 001 003 BARGE DETAIL 10 FRAMING DETAIL o6 SHEAR TRANSFER o2 RAFTER TO BEAM — DRIFT PIN I4 REV: 03-16-11 BARGE_005_A SCALE: 1" = 1'-0' �-2 5�-2REV: 03-15-11 DETAIL006 SCALE: 1" = 1'-O" 5-1.2 REV: 03-15-11 DETAIL002 SCALE: 1" = 1'-0" 5-1.2 REV: 03-I5-11 DRIFT_FIN_002_B SCALE: 1" = 1'-0" 2 p x BLOC d NAILLSCKPER- *REFER TO DETAIL IL/5-1.2 EN FOR STRAP INSTALLATION. EN SOME DETAIL OMITTED FOR CLARITY GAP SHOWN IS FOR GRAPHICAL PURPOSEONLY - TRUSSES AND BLOCKS E EAR FULLY ON WALL PLYWOOD SHEATHING OVER 2 x L TtG DECKING - SEE DWGS ------- SILL NAILING - • • • • • • IGd AT IL' O/C (2)-I4d NAILS PER DECK BOARD EN ELEVATION VIEW Jt 7' 111 EN EN (2)-I4d NAILS 4 x 4 BLOCKING - ATTACH\�J� PER DECK BOARD TO TRUSS WITH (8) SIMPSON TRUSS - PLYWOOD SHEATHING OVER SDS25312 LAGS - 2 IN. O/C WHERE FOR CODE COMPLIANCE x 4 TtG DECKING - SEE DWGS OCCURING BEAM ATOP WALL EN A35F AT 32' O/C (2) CSIL STRAPS - SEE DWGS — APR 19 2917 III I I I WALL OR TOTAL 2" MIN. TRBA I �€ 0CIAdTES i SHEARPLY - SHEARPLY - SEE DWGS SEE DWGS WIVI + _f _f _ FULL HEIGHT BLOCKING - * AT FIRST (3) TRUSS BAYS END LENGTH END LENGTH DRAG TRUSS O p PLAN VIEW 002 SHEAR TRANSFER 09 SHEAR TRANSFER 05 STRAP AT TRUSS TO WALL 13 5-1.2 REV: 03-15-11 DETAIL009 SCALE: In = I' -O" 5-1.2 REV: 03-15-11 DETAIL005 SCALE. 1" = 1'-0" 5-1.2 REV: 12-28-16 STRAPPING_004_B SCALE: I" = I' -O" -1-1 REVISION DATE: 04-04-11 L..,_........ - Revisions: AO03-28-11 P/C AND VARIOUS ADDITIONAL INFORMATION Plot date: Date: DEC 2014 Drawn: F.G. Job no.: 115-094 Sheet:.,,, S-7.92 of: O N Oc)Z G�SEp ARCy/�� N 0) * r j$f�93 0 � s�q� A� CAl\E�\P O U � ) 0 u LL X21 � D LO 1L T .—1 ti �m }— U j LO w O � Q LO N 0) Lu WQ w U U 0 o= \ M Date: DEC 2014 Drawn: F.G. Job no.: 115-094 Sheet:.,,, S-7.92 of: G�SEp ARCy/�� * r j$f�93 s�q� A� CAl\E�\P 1L .—1 }— U w O � � Lu i z Q \ IV 0z K _ U W 0 ° z o Q � � W � U v� QL .z .. rt Date: DEC 2014 Drawn: F.G. Job no.: 115-094 Sheet:.,,, S-7.92 of: MUMuiu,i ll ill --- — — —Vqlll oilIF I ! W il �,il