Loading...
HomeMy WebLinkAboutB16-2455 017-300-041SECTION R327.3 STANDARDS OF QUALITY R327.3.1 General. Building material, systems, assemblies and method, of construction used in this chapter shall be in accordance with Section R327.3. R327.3.2 Qualification by testing. Material and material assemblies tested in accordance with the requirements of Section 703A shall be accepted for use when the. sults and conditions of those tests are met. Product evaluation testing of material and material assemblies shall be approved or listed by the State Fire Marshal, or ,use fied in a current report issued by an approved agency. R327.3.3 Approved agency. Product evaluation testing shall be performed by an approved agency as defined In Section 1702. The scope of accreditation for the approved agency shall include building product compliance with code. R327.3.4 Labeling. Material and material assemblies tested in accordance with the requirements of section R327.3 shall bear an identification label showing the fire test results. That identification label shall be issued by a testing and/or inspecting agency approved by the Slate Fire Marshal. 1. Identification mark of the approved testing antl/or inspecting agency. 2. Contact and id -till all,, information of the manufacturer. 3. Model number or idendficatian of the product or material. 4. Pre-test weathering specified in this chapter. 5. Compliance standard as described under Section R32737. R327.3.5 Weathering and surface treatment protection. R327.3.5.1 General. Material and material assemblies tested in accordance with the requirements of Section 703A shall maintain their fire test performance under conditions of use when installed in accordance with the manufacturers instructions. R327.3.5.2 Weathering. Fire -retardant -treated wood and fire -retardant -treated wood shingles and shakes shall meet the fire test performance requirements of Otis chapter after being subjected to the weathering conditions contained in the folloven stantlards a applicable to the materials and the contlitions of use. P 9 1 9 9 s Pp 11327.3.52.1 Fire -retardant -treated wood. Fire-retardant-lrealetl wood shall be tested in accordance with ASTM D 2898, "Standard Practice for Accelerated Weathering of Firs -Retardant Treated Wood for Fire Testing (Method A)" and the requirements of Section 2303.2. 11327.3.5.2.2 Firs -retardant -treated wood shingles and shakes. Fire -retardant -treated wood shingles and shakes shall be approved and listed b the Stam Fire 9 9 PPr Marshal in accortlance with Section 208(.), Title 19 California Code of Regulabans. R327.3.5.3 Surface treatment protection. The use of paints, coatings. stains, or other surface treatments are not an approved method of protection as required in this section. R327.3.6 Alternates for materials, design, tests and methods of construction. The enforcing agency is permitted to modify the provisions of kis chapter for site-specific conditions In accordance with Section 1.11.2.4. When required by the enforcing agency for the purposes of granting modifications. a fire protection plan shall be submitted in accordance with the California Fire Code. Chapter 49, R327.3.7 Standards of quality. The Stale Fire Marshal standards for exterior wildfire exposure protection listed below and as referenced in this chapter are located in the California Referenced Standards God,, Part 12 and Chapter 35 of this coca. SFM Standard 12-7A-1, Exterior Wall Siding and Sheathing. A fire resistance test standard consisting of a 150 kW intensity direct flame exposure for a 10 minutes duration. SFM Standard 12-7A-2, Exterior Windows. A fire resistance test standard consisting of a 150 kW intensity direct flame exposure far a 8 minutes duration. SFM Standard 12-7A-3, Her, ... let Projection Underside A fire resistance test standard consisting of a 300 kW intensity direct flame exposure for a 10 minute tluration. SFM Standard 12.7A-4, Decking. A two-part test consisting of a heat release rate (Part A) deck assembly combustion test with an under deck exposure of 80kW intensity direct Flame for a 3 minute duration, and a (Part B) sustained deck assembly combustion lest consisting of a deck upper surface burning ember exposure with a 12 mph wind for 40 minutes using a 2.2 to (1 kg) burning "Class A" size 12" x 12' x 2.25" (300 mm x 300 mm x 57 mm) roof test brand. SFMStandard 12-7A4A. Decking Alternate Method A. A beat release rata deck assembly combustion test with an under deck exposure of 80 kW intensity direct flame fora 3 minute duration. SFM Standard 12-7A-5, Ignition -Resistant Material. A generic building material surface burning flame spread test standard consisting of an extended 30 minute ASTM E84 or UL 723 test method as is usetl for Fire -Retardant -Treated wood. SECTION R327A IGNITION RESISTANT CONSTRUCTION R327.4.1 General. The materials prescribed herein for ignition resistance shall conform to the requirements of this chapter. R327.4.2 Ignition -resistant material. Ignition -resistant material shall be determined in accordance with the test procedures set forth in SFM Standard 12-7A-5 "Ignilion-Resistant Material' or in accordance with this section. R327.4.3 Alternative methods for determining Ignition -resistant material. Any one of the following shall be accepted as meeting the definition of ignition -resistant material: 1. Noncombustible material. Material that complies with the definition for ngncgmbudible materials in Section 202 2. Fire-retardampluealed wood. Fire -retardant -treated wood identified far exterior use that complies with the requirements of Section 2303.2 of the Califomia Building Code. 3. Fire -retardant -treated wootl shingles and shakes. Fire -retardant -treated wood shingles and shakes, as defined in Section 1505.6 of the California Builtling Code ono tided by State Fire Marshal for use as "Class BE' roof covering, shall be accepted as an Ignition -resistant wall covering material when installed over solid sheathing. SECTION R327.5 ROOFING R327.5.1 Generat. Roofs shall comply with the requirements of Sections R327 and R902. Roofs shall have a roofing assembly installed in accordance with its listing and the manufacturer's installation instructions. R327.52 Roof coverings. Where the roof profile allows a space between the roof covering and roof decking, the spaces shall be constructed to prevent the intrusion of flames and embers. be firestopped with approved materials or have one layer of minimum 72 pound (32.4 kg) mineral -surfaced nonperforated cap sheat complying with ASTM D 3909 installed over the combustible decking, R327'5.3 Roof valleys. Where valley Dashing is installed, the flashing shall be not less than 0.019 -inch (0.48 mm) No. 26 gage galvanized sheet corrosion -resistant metal installed over not less than one layer of minimum 72-pountl (32.4 kg) mineral -surfaced nonperforated cap sheet complying with ASTM D 3909, at least 36 -Inch -wide (914mm) running the full length of the valley. R327.5.4 Roof gutters. Roof gutters shall be provided with the means to prevent the accumulation of leaves and debris In the queer. SECTION R327.6 VENTS R327.6.1 General. Where provided, ventilation openings for enclosed attics, enclosed save soffit spaces, enclosetl fa for spaces formed where ceilings are applied directly to the underside of roof ratters, and underfoot ventilation shall be in accortlance with Section 1203 of the Califomia Building Code and Sections R327.6.1 through R327.63 of this section to resist building ignition from the intrusion of burning embers and flame through the ventilation opening. R327.62 Requi ents. Ventilation openings for enclosed attics, enclosed save soft spaces, endorsed raftr espaces formed where ceilings are applied directly to the underside of roofrakers. and underfloor ventilation openings shall be fully covered with metal wire mesh, vents, other materials, or other devices that meet the following 1. The dimensions o1 the openings therein shall be a minimum of 1116 inch (1.6 mm) ,it shall not exceed 1/e Inch (3.2 mm). 2- The materials usetl shall be noncombustible. Exception: 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. 3. The materials used shall be corrosion resistant. R327.6.3 Ventilation openings on the underside of eaves and comites. Vents shall not be installed on the underside of eaves and cornices. Exceptions: 1. The enforcing agency may accept or approve special save and cornice vents that resist the intrusion of flame and burning embers. 2. Vents complying with the requirements of Section R327.6.2 may be Installed on the underside of eaves and cornices In accordance with either one of the following contlitions: 2.1. The all,, space being ventilated is fully protected by an automatic sprinkler system installed in accordance with Section 903.3.1.1 of the California Building Code or, 2.2. The exterior wall coveringf f noncombustible and ex p ...d underside o the save are o matenal. or ignition -resistant -materials as tletermined in accortlance with SFM Standard 12-7A-51gnition-Resistent Material and the vent is located more than 12 feet from the ground or walking surface of a deckporch, patioor similar surface. SECTION R327.7 EXTERIOR COVERING R327.7.1 Scope. The provisions of this section shall govern the materials and construction methods used to resist building Ignition and/or safeguard against the intrusion of Eames resulting from small ember and short-term direct flame contact exposure. R327.72 General. The following exterior covering materials and/or assemblies shall comply with this section: 1. Exterior wall covering material. 2- Exterior wall assembly. 3. Exterior exposed underside of roof save overhangs, 4. Exterior exposed underside of ,of eave soffits. 5. Exposed underside of exterior parch ceilings. 6. Exterior exposed underside of floor projectors. T Exterior urds,11 or areas. Exceptions: 1.1. Exterior wall architectural trim, embellishments, fascias and gutters. 1.2. Roof or wall top cornice projections and similar assemblies. 1.3. Roof assembly projections over gable end walls. 1 4, Solid woad rafter tails and solid woad blockinginstalled between rafters having minimum dimension 2 inch 50.8 m nominal, 9 ( m) 1.S. Deck walkingsurfaces shall comply with Section R3279 only. PY Y R327.7.3 Exterior walls. The exterior wall covering or wall assembly shall camply with one of the following requirements: 1. Noncombustible material. 2. Ignition -Resistant material. 3. Heavy lireber ..,an., wall assembly. 4. Log wall construction assembly. 5. Wall assemblies that meet the performance criteria in accordance wi a test procedures far a 1D -minute direct Rome contact ex esure test set fork in SFM P thth P P Standard 12-7A-1. Exception: Any of the following shall be deemed to meet the assembly performance criteria and intent of this section: 1.1.On, layer of 5/8 -inch Type X gypsum sheathing applied behind the exterior covering or cladding on the exterior side of the framing. 1.2. The exterior pcertisn of a 1 -hour fire resistive exterior wall assembly designed far exterior fire exposure including assemblies using the gypsum panel and sheathingtor, de listed in the Gypsum Association Fire Resistance Design Manual. P R327.7.3.1 Extent of exterior ,If covering. Exterior wall coverings shall extend from the lop of the foundation to the roof, and terminate at 2 inch (50.8 mm) nominal solid wood blocking between rafters at all roof overhangs, or in the case of enclosed eaves, terminate at the endosure. Fil Open roof eaves. The exposed roof deck on the underside of uranclosed roof eaves shall consist of one of the following: 1. N-mrol usfible material. 2. Ignition -Resistant material. 1 One layer of 5/8 -inch Type X gypsum sheathing applied behind an exterior covering on the undersitle exterior of the roof deck. 4. The exterior portion of a 1 -hour fire resistive exterior wall assembly applied to the underside of the roof deck designed for exterior fit, exposure including assemblies using the gypsum panel and sheathing products listed in the Gypsum Association Fire Resistance Design Manual. Exception,: The following materials d, not require protection: 1.1. Sslid wood rafter tails on the exposed underside of open roof eaves having a minimum nominal dimension of 2 inch (50.8 mm). 1.2. Solitl wood blocking installed between rafter tails on the exposed underside of open roof eaves having a minimum nominal dimension of 2 inch (50 Store). 1.3. Gable end overhangs and roof assembly projections beyond an exterior wall other than at the lower end of the rafter tails. 1 4.F...is and ether architectural not boards. R327.7.5 Enclosed roof eaves and roof save soffits. The exposed underside of enclosed roof eaves having either a boxed -in roof save soffit with a han rulail underside, or sloping rafter tails with an exterior covering applied to the underside of the rafter tails, shall be protected by one of the following: 1. Ngncombuslible material. 2- Ignition -Resistant material. 3. One layer of 5/8 -inch Type X gypsum sheathing applied behind an exterior covering on the underside of the ratter tails ar soffit. 4. The exterior portion of a 1 -hour fire resistive exterior ,If assembly applied to the underside of the rafter tails or soffit including assemblies using the gypsum panel and sheathing products listed in the Gypsum Association Fire Resistance Design Manual. 5. Boxed -in roof save soffit assemblies with a horizontal underside that meet the performance criteria in accordance with the test procedures set form in SFM Standard 12-7A-3. Exceptions: The fallowing materials do not require protection: 1A.Gable end overhangs and roof assembly projections beyond an exterior wall other than at the lower end of the rafter tails. 12. Fascia and other architectural trim boards. R327.7.6 Exterior porch callings. The exposed underside of exterior porch ceilings Shall be protected by one of the following: 1. Noncombustible material. 2. Ignition -Resistant material. 3. One layer of 5/8 -inch Type X gypsum sheathing applied behind the exterior covering on the underside of the ceiling. 4. The exterior portion of a 1 -hour fre 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 S. Porch ceiling assemblies with a horizontal underside that meet the performance criteria in accordance with the test procedures at forth in SFM Standard 12-7A-3. Exception: Architectural trim boards. R327.7.7 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: 1. Noncombustible material. 2. Ignilion-Resistant material 3. One layer of 5/8 -inch Type X gypsum sheathing applied behind an exterior covering on the underside ofthe floor projection. 4. The exterior portion of a 1 -hour fire resistive exterior ,If assembly applietl to the underside of the floor projection including assemblies using the gypsum panel and sheathing products listetl in the Gypsum Association Fire Resistance Design Manual, 5. The underside of a near projection assembly that meet the performance criteria in accordance with the test procedures set forth in SFM Standard 12-7A-3. Exception: Architectural trim boards, R327JS 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. Nmoo-unslible marerial. 2. Ignition -Resistant material. 3. One layer of 5/8 -inch Type X gypsum sheathing applied behind an exterior covering on the underside of the Roar protection. 4, The exterior portion of a 1 -hour fre resistive exterior wall assembly applied to the underside of the floor including assemblies using the gypsum panel and sheathing products li sled in the Gypsum Association Fire Resistance Design Manual. 5. The underside of a floor assembly that meets the performance .riled, in accordance with the test procedures at feet, in SFM Standard 12-7A-3. Exception: Heavy -timber structural Columns and beams do at require protection. R327.7.8 Underside of appendages. When 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. Noncombustible material. 2. Ignition -Res slant material. 3. One layer of 5/8 inch Type X gypsum sheathing applied behind an exterior covering on the untlerside of the door projection. 4. The exterior porion 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. 5. The underside of a floor assembly that ,,is the performance criteria in accordance with the lest procedures set fork in SFM Standard 12-7A-3. E .... tion: Heavy -timber structural columns and beams do not require ante ion. SECTION 327.8 EXTERIOR WINDOWS AND DOORS R327.8.1 General. R327.82 Exterior glazing. The followmg exterior glazing materials shape, assemblies shall comply with this section. 1. Exterior window. 2. Exterior glazed doors. 3. Glazed openings within exterior doors. 4. Glazed openings within exterior garage door. 5. Exterior structural glass veneer. R327.82.1 Exterior windows and exterior glazed tloor assembly requirements. Exterior windows and exterior glazed door assemblies shall comply with one of the following requirements: 1. Be constructed of multiple glazing with a minimum of one tempered pane meeting the requirements of Section 2406 Safely Glazing, or 2. Be constructed of glass block units, or 3. Have a fire -resistance rating of not less than 20 minutes when tested according to IN FPA 257, or 4. Be tested to meet the performance requirements of SFM Standard 12-7A-2. R327.822 Structural glass veneer. The all assembly behind structural glass veneer shall comply with section R327.7.3. R327.8.3 Exterior door,. Exterior door, shall camply with one of the following: 1. The exterior surface or cladding shall be of noncombustible or Ignition -resistant material, or 2. Shall be constructed of solitl core wood that comply with the following requirements: 2.1. Stiles and rails shall not be less than 1 3/8 inches thick 22.Raised panel shall not be less than 1 1/4 inches thick, except for the exterior perimeter of the raised panel that may taper to a longue not less than 3/8 inch thick. 3. Shall have a fre-resistance rating of not less than 20 minutes when tested according to NFPA 252. 4- Shall be tested to meet the performance requirements of SFM Standard 12-7A-1. R327.83.1 Exterior door glazing. Glazing in exterior doors shall comply with Section 708A,2.1. SECTION 11327.9 DECKING R327.9.1 General. The walking surface material of decks, porches, balconies and stairs shall comply with the requirements of this section. R327.92 Where required. The walking surface material of decks, porches, balconies and stairs shall comply with the requirements of kis seek- when any panel o1 such surface is within 10 feet (3048 mm) of the building. R327.93 Decking surfaces. The walking surface material of tlecks, porches, balconies and stairs shall be constructed with one of the following materials: 1. Ignition -resistant material that complies with the performance requirement of buth SFM Standard 12-7A-4 and SFM Standard 12-7A-5. 2. Exterior fire retardant treated wood. 3. Noncombustible material. 4. Any malarial that complies with the performance requirements of SFM Standard 12-7A4A when attached exterior wall covering is also either noncombustible or ignition -resistant matenal. Exception: Wall material may be of any material that otherwise complies with this chapter when the decking surface material complies with the performance requirement ASTM E 84 with a Class B flame spread rating. SECTION R327.10 ACCESSORYSTRUCTURES R327.10.1 General. Accessory and miscellaneous strucWres, other than buildings covered by Section 701A.3, which pose a significant exterior exposure hazard to applicable buildings during wildfires shall be constructetl to conform to the ignition resistance requirements of this secdon. R327.102 Applicability. The provisions of this section shall apply to trellises, arbors, patio .... rs, carports, gazebos, and similar structures of an accessory or miscellaneous character. Exceptions: 1. Decks shall comply with the requirements of S,dran 709A. 2. Awnings and canopies shall comply with the requirements of Section 3105. R327.103 Where re ulred. Accessary structures shall comply with the requirements of this section. R327.103.1 Attached accessory structures shall comply with the requirements of this section. R327.1032 When required by the enforcing agency, detached accessory structures within 50 feet of an applicable building shall comply with the requirements of this section. R327.10.4. Requirements. When required by the enforcing agency accessory structures shall be constructed at noncomhussble or ignition -resistant materials. 9U1 b 1\/pS1 1\' A +� T�� . H. ! Zzf gis RDnI_'�'Ol`I-Sod 17 1E u-, V1 N f. F f� 4 v W N� CO E .l Q xy �1�I O > _ I✓ Q 7 L Cz C_ 0 a a M rW V rr� W W E- ry� I --I--1 I7 f-� I� fC� F� SED AR h U� GOFy A i v U * No. C212tKt REN. 7117 yr�OF CP \�0�2 WILDLAND URBAN INTERFACE Wf 2014 WU 1 el 1I.- MINIMUM ER05ION AND SEDIMENT CONTROLS FOR PROJECT5 015TURBIN6 LE55 THAN ONE ,OGRE THE BMPS (BEST MANAGEMENT PRACTICES) L157ED BELOW MUST BE IN PLACE DURIN6 THE RAINY 5EA50N (OCTOBER 15 THROUGH APRIL 15) AND MAY BE REQUIRED AT OTHER TIMES BASED ON WEATHER AND SITE CONDITIONS THROUGHOUT THE YEAR. THE BMP'S LISTED ARE MINIMUM REOUIREMENT5 AND ADDITIONAL BMP'5 COULD BE REQUIRED BASED ON 51TE CONDITIONS. I. STABILIZED ENTRY. PROVIDE MINIMUM 5" TO 6" FRACTURED ROCK 50' LONG x I5' WIDE BY 6" DEEP OVER CONSTRUCTION GRADE FABRIC. 2. ALL SOILS TRACKED ONTO PAVED ROADWAYS MUST BE CLEANED ON A DAILY BASIS. WHEN STREETS ARE WET OR DURIN6 A RAIN EVENT THERE SHALL BE NO TRACKING OF SOILS ONTO THE STREET. 5. WATTLE5 SHALL BE INSTALLED PROPERLY, BEHIND CURB OR 51DEWALK5. 4. ROCK BA65 (MINIMUM 2 PER SIDE) AT ALL DRAIN INLET LOCATIONS WITHIN 150' OF THE PROJECT SITE. S. INTERNAL FILTERS SHALL BE PLACED IN51DE EACH DRAIN INLET. 6. TRASH BARS SHALL BE PLACED ACROSS THE BACK OF ALL DRAIN INLETS. i. STABILIZE ALL DISTURBED SOILS IN THE FRONT YARD AREAS WITHIN 15' OF THE BACK CURB OR SIMIAALK. (STRAW OR EROSION BLANKETS MAY BE USED FOR THIS APPLICATION) 8. STABILIZE ALL SLOPES WHERE EROSION COULD OCCUR AND CAU5E SILT RUN OFF. (STRAIN, VI50UEEN OR EROSION BLANKETS MAY BE USED FOR THIS APPLICATION) 9. ALL PAINT, FUEL, CONSTRUCTION PRODUCTS ETC. SHALL BE STORED IN A COVERED LOCATION AWAY FROM SIDEWALKS AND STORM DRAIN INLETS. 10. PORTABLE CHEMICAL TOILETS IF PROVIDED ON THE SITE MUST BE KEPT OFF OF STREETS AND SIDEWALKS AND A LEAST 50' FROM THE NEAREST STORM DRAIN. II. ALL TRASH MUST BE COLLECTED AND STORED PROPERLY. DO NOT LET ITEMS SUCH A5 DRYWALL MUD BOXES, PAINT BUCKETS, CLEANING MATERIAL CONTAINERS, ETC. COME IN CONTACT WITH ANY RAINFALL OR STORM WATER RUNOFF. 12. PROVIDE A DE516NATED AREA FOR CONCRETE WASHOUT. HAY BAILS LINED WITH VISCIIEEN MAY BE USED FOR THIS APPLICATION. ROLLAWAY BINS MAY ALSO BE USED. ALL CONCRETE WASHOUT SYSTEMS SHALL BE PLACED OFF OF THE PAVED STREETS. 15. AFTER INSTALLATION OF THE ABOVE ITEMS ARE COMPLETE, A MAINTENANCE PR06RAM NEEDS TO BE DEVELOPED TO INSURE THE CONTINUED EFFECTIVENESS OF YOUR BMP'S. O SHEET 511E INFO: .0 O 5 0 CHICO, CA. a5a2-7 O 1 383 Rio Lindo Ave. Chico, CA. 95926 (530) 894-5719 PHONE: (550) 520-4Q 16 O. -'q ACRE —I APN: 01-7-300-041 of: ONE O BUTTE COUNW NOV 0 3 2016 DEVELOPMENT SERVICES 1 &3 4 r r 110.0' Pn1 PROPOSED RE51 DENCE WATER-- 4 GONG. DRIVE JLI I I V I l-'�I'Yi� O O O 1 2S� � I_O II MIN. GLR. UTILITIES I P.O.G. TO (E) \ SEWER LINE, �� VERIFY \ LOGAT I ON Mir LAVA R O C K DRI ��}► �E COUNTY DEVELOPMENT SERVICES VIEWED FOR CODE COMPLIANCE S 1 TE PLAN JI- 1� III — 2O 1_O II Na 57 LAVA ROCK DR. SHEET 511E INFO: GREGORY A. P E I T Z ADDRE55: PO BOX 6007 5 0 CHICO, CA. a5a2-7 1 OWNER: BRETT OARRI TY 511E INFO: GREGORY A. P E I T Z ADDRE55: PO BOX 6007 GHIGO, GA. C15928 ARCHITECT CHICO, CA. a5a2-7 1 383 Rio Lindo Ave. Chico, CA. 95926 (530) 894-5719 PHONE: (550) 520-4Q 16 O. -'q ACRE APN: 01-7-300-041 of: ONE C ENERAL NOTES C-1 MISCELLANEOUS I. PROVIDE 4" HIGH x �" WIDE STREET ADDRESS NUMBERS OF CONTRASTING COLOR, VISIBLE FROM STREETS. 2. FIRE SPRINKLER SYSTEM 15 REQU I RED PER ORO R513.3 OR NFPA 15D. FIRE SPRINKLER PLANS SHALL BE SUBMITTED UNDER SEPARATE COVER; SUCH PLANS MUST BE APPROVED, PERMIT ISSUED, AND HAVE INSPECTION BY THE FIRE MARSHALL PRIOR TO BUILDING CLOSING IN. 5. GARAGE MAN DOOR TO BE SOLID GORE 1-5/8" THICK OR 20 MIN. FIRE RATED DR. w/ SELF GLOSINS DEVICE PER ORO 8302.5.1. 4. ALL DOORS w/ SLAZ I NC TO BE TEMPERED GLAZING. I. CONCRETE TO BE 5 SACK MIX, 2500 P51 ® 28 DAYS 2. RE I NFORC I NC STEEL TO BE I NTERMED I ATE GRADE DEFORMED BARS -TYPE N OR 40. ROUGH CARPENTRY . I. INSTALL BLOCKING AS REQUIRED TO SUPPORT FINISH HARDWARE AND FIRE 5TOPPINC TO GUT OFF CONGEALED DRAFT OPENINGS AS REQUIRED BY CODES. 2. STRUCTURAL FRAMING SHALL BE DOUSLA5 FIR TO THE GRADES INDICATED OR BETTER (MPA GRADING RULES) UNLESS NOTED OTHERWISE. CONGEALED 4x BEAMS $ P05T5 .........................NO. 2 EXP05ED 4x BEAMS 4 P05T5...............................NO. I lox BMS I$ POSTS .......... .....................................NO. I 2x JOISTS AND RAFTERS........................................NO. 2 STUD, SILLS, PLATES...................................................NO. 2 SILLS ON CONCRETE...................................................PTHF MI50. FRAMING NOT NOTED....................................NO. 2 5. PLYWOOD SHALL BE OF THE DESIGNATED GRADE AND SHALL MEET THE REQUIREMENTS OF THE U.S. PRODUCT STANDARDS P5 I-85. 4. NAILS AT PLYWOOD PANELS SHALL HAVE 5/8" EDGE DISTANCE AND SHALL NOT PENETRATE FACE -PLY. 5. NO PIECE OF PLYWOOD ROOF, FLOOR OR WALL SHEATHING SHALL BE LE55 THAN 12" IN LEAST DIRECTION. 6. FRAMING HARDWARE SHALL BE SIMPSON 5TRON5-TIE OR APPROVED EQUAL, WITH CONNECTORS AS SPECIFIED 7. PROVIDE SOLID BEARI NO CONTINUOUS FROM ALL BEAMS TO FOUNDATION. 8. PROVIDE FIRE BLOCKING IN CONGEALED SPACES VERTICALLY AND HORIZONTALLY IN ACCORDANCE w/ 2015 G.R.G. SECTION R502.II. 41. FASTENERS FOR PRESERVATIVE TREATED AND FIRE TREATED WOOD SHALL BE OF HOT DIPPED ZING COATED GALVANIZED STEEL, SILICON BRONZE OR COPPER. THE OOATINO WEIGHTS FOR ZING COATED FASTENERS SHALL BE IN ACCORDANCE w/ A5TMA 153. 2015 G.R.G. SECTION 8317.5. 10. EACH SIDE OF TOP PL. LAP SPLICE SHALL HAVE (8) I&d (5�" x MIN., TYP. II. TYPICAL FASTENERS SHALL BE INSTALLED IN CONFORMANCE w/ GBG TABLE 2504.11.1. 12. STRUCTURAL COMPOSITE LUMBER SHALL BE VER5A-LAM Fb5100 OR VER5A-RIM A5 MFR. BY 5015E GA50ADE. 15. BEARING WALL HDR5. SHALL BE 4x10 #2 OR 6x8 D.F. #1 MIN., T1'P., U.O.N. PLUMBING I. THE AGGREGATE AREA OF PLUMBINO VENTS SHALL BE 12.57 5Q. INCHES, MIN. 2. OAS FIRED WATER HEATER TANKS SHALL BE FASTENED TO THE ADJAGENT FRAMING w/ I6 OAUSE METAL STRAP (0516 OR EQ.) w/ MIN. 2" LONG #12 WOOD 5GREW5 ® 4" ABOVE CONTROLS AND WITHIN 12" OF THE TOP OF THE TANK. 4. SHOWER AND TUB -SHOWER COMBINATIONS SHALL BE PROVIDED w/ INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE. 5. INSTALL A 4" DRAIN FOR BUILDINGS PROVIDING MORE THAN (5) WATER CLOSETS. 6. HORIZONTAL DRAINAGE PIPING SHALL BE 2% MIN. SLOPE. 7. SHOWER AND TUB/SHWR WALL5 SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE o/ A MOISTURE RE515TANT UNDERLAYMENT TO A HEISHT OF 72" ABV. F I N I5H FLR. DRAIN INLET, PER ORO R307.2 8. A NON -REMOVABLE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED ON ALL EXTERIOR HOSE BIBS. 1i. THE WATER HEATER'S TYPE 'B' OAS VENT SHALL TERM I NATE NOT LE55 THAN 5' IN VERTICAL HEIGHT ABOVE THE HIGHEST CONNECTED APPLIANCE DRAFT HOOD OR FLUE COLLAR. MECHANICAL I. DRYER DUCT TO BE MIN. 4" (P TO THE OUTSIDE, EQUIPPED WITH A BACK -DRAFT DAMPER. 4"(P DUCT LENGTH 15 LIMITED TO I4' WITH 2 ELBOWS. OTHER LENGTHS OR SIZES AS PERMITTED OR REQUIRED BY THE MANUFACTURE'S INSTALLATION INSTRUCTIONS MUST BE APPROVED BY BUILDING OFFICIAL. (SUBMIT REQUEST FOR MODIFICATIONS.) 2. SINGLE-WALL METAL PIPE SHALL NOT BE USED AS A VENT IN DWELLINGS AND RESIDENTIAL OCCUPANCIES. 5HEARViALL 50HEDULE : SYMBOL: SHEARWALL: GDX PLYWD. OR 055 Q6 w/ 8d'S ® (0",12" O.G., I bd SINKER SILL NAILS ® 5" O.G. Q5/6" ,q GDX PLYWD. OR 055 w/ Sd'S ® 4", 12" O.G., w/ 4x STUDS ® ADJ. PANEL SPLICES, Ibd SINKER SILL NAILS ® 5Y2" 0.0 3/8" GDX PLYWD. OR OSB Q w/ Sd'5 ® 5",12" O.G. w/ 4x 57UD5 ® ADJ. PANEL SPLICES, Ibd SINKER SILL N NAILS ® 4Y2" O.G. 5/8" GDX PLYWD. OR 05B Q w/ 5d'5 ® 2",12" O.G. w/ n 4x STUDS ® ADJ. PANEL 4x4 D.F. #I SPLICES, 1(od SINKER SILL 4 o� NAILS ® 2142" O.G. 1. NAILS SHALL BE COMMON NAILS (2Y2"x.151 "), TYP., U.O.N. 2. ALL PLYWOOD PANELS SHALL HAVE ALL EDGES BLOCKED FLOOR PLAN STRUCTURAL NOTES: 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SD1-SD3 FOR ADDITIONAL INFORMATION. 2.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X4 DF #2 AT 16" O.C. INTERIOR WALLS: 2X4 DF STUD AT 16" O.C. **ALIGN 20 STUD WITH EACH TRUSS WHERE TRUSS REACTIONS EXCEED 1600#** 3.) SEE DETAIL 5/SD1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 4.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 5.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 6.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. BUT'T'E COUNTY NOV 0 3 2016 DEVELOPMENT SERVICES ?;,�aqb - GOVERNINO CODES: 2015 GBG, 2013 ORO 2015 CEG, 2015 GPO, 2015 CMG, 2015 CFO, 2013 CALIF. HEALTH $ SAFETY CODE AMENDMENTS 2015 GAL I F. ENERGY CODE EFF 10 I ENCY STANDARDS, ZONE 11 2015 CALIF. ACOE551BILITY REQUIREMENTS AMERICANS w/ DISABILITIES ACT, 2012 EDITION NFPA 101, 2015 051350 OCCUPANCY GROUP: GROUP: R5 / U ALLOWABLE HEIGHT AND BUILDING AREAS (TABLE 505) ALLOWABLE AREA: UNLIMITED ACTUAL FLOOR AREA: 5852 S.F. ALLOWABLE STORY/HEIGHT: (5) STORIES / 40'-0" ACTUAL STORY/HEISHT: (1) STORY / 25'-0" CONSTRUCTION TYPE: TYPE VB AUTOMATIC SPRINKLER: REQUIRED WILDLAND URBAN FIRE INTERFACE: ,� REG -D, SEE NUI SHEET 4 4 L= 4.0' -rZZ I_' , II 01 Date: By: N M O N lie n 4x4 D.F. #I 4 o� W� oA U�c WON POST w/ EPG (-O" 4x4 D.F. #1 m !'y FSI � U P05T w/ EPG ^� 0. L)r � U 01) � bA 7 2 4F -V4 OLB 3 "X1412 A4x12 h� o DF #2 1 " M -6 " 4x12 DF #26-O 2-6 40'-0 " /G UNIT W I lo L=4.25' 6050 XO (5) 5060 5H _ 5040 XO 5040 XO yb 4x12 DF #2 W � p0 H O rF� e GOY'D PORCH W� I------------- p I Q � II' GLC. Y NOOK f I 2668 I FR GONG. BEDROOM :2 E-, I VINYL Q' GLC. �i I BEDROOM MASTER (5) 5060 5H w/ CARPET` N I BEDROOM I (5) 3020 FX o/ FR :2668 a'-2" 5'-4' _ CARPET 3'-O" TYP. COFFERED CLO. \ CARPET I rO w \ 72668 RA I SED BAR -1n CARPET- VINYL 2668 O GLC. BREAK I PR. 5068 2'-6" 6'-2" !4'_01" LINE - - * No. 4' 43 <t 10 O CLO.- REN 7/17 I I --- _t -- a'-0" CLO. - -� o o 5# P---- 2468 BATH 3 i 2755 0LDI`Y ' p Q a GLC. I m 4 D.F. #2 QoMILY Scale ADW ( aTILES I I / I LE 0 Drawn JMR Job 15_-12107 I / \ I O v t;"4xlO, ROOMIITG�tN I 22"x30" LINEN cl'OLC. ATTIC L IW O ACCESS i 0 CARPET VIN _ z° HSTF 1 i I r 2668 p m BATH Fes-- D- a' GLC. 0 2668 2868 TILE I� �� REFI cV 2468 a'-2" 4'-O" I BEDROOM �4 TILE SHWR. z PROVIDE 100 I w/ TEMP. Tu d APPLIANCE SQ.` IN. 'VENT IN d I cl' GLC. HALGL OL. ENCL. GARAGE ARa SHELVES DR MIN. I O � CARPET _ _ _ _ 120_ -OPENING_ _ _ _ _ - - - CARPET 2468 ATH 2 IL I m r ATH 2468 1 17'-O" 6'-8" a' GLC. (�p� O I IO= VINYL Ul 3 II �v 2468 pv I I mo t '� I I cpn' O - T - = 4X4 ® G.T. 4 -O �gJry 0-WH tu 4x4 _ _ _ _ 4080 OPEN I NO - - - T ( u - - - 5 P P05T I I 2868 S.G. w ✓ ✓ ry 3"� x 5' TALL SELF CLOSER 4 L-�qJ t 4X4 ® G.T. O gJry STEEL PIPE 2868 i PR. I I 3 I "x10 I" 24F -V4 OLB 2 2 I BOLLARD LITE t 2668 ry ENTRY II Lu I I n !L 3'-4"4'-6" II CLO. OI I 711_01.11 � �_� 111 2 2rax.. 0 I q GLC. I 6'-2" TILE I I D I N I N�7 I6'-10° �" 2'-02" 13'-O.. IL CARPET I O � I -� CAS W.H. P.T. VALVE 4 DI50HARCE TO 0.5. w/ I I0 I I CARPET _, L=15.0 3 ' IQ POINTING DOWN 4 TERMINATING (b"-24" FROM 4X4 ® O.T. I I I m GROUND, ATOP +IS" PLATFORM w/ 5EI5MIG DEN ( STRAPS TOP AND BOTTOM J�' I II' GLC. 1070 1070 4x4 D.F. #1 I FX. 5080 FX. A I OARAOE LL,�4 CARPET MP 5 G -SMP P05T w/ EPG +1i CLO. 5040 SH FARCH 6020 FX �, JAY _ 4x12 D.F. #1 _ ( GONG. SLAB ABV. 4J 4 p r m L=2.5' JrY 4x12 D.F. #I d) GOV'D t 'ydv m 5050 SH w/ "7620 ARCH o/ I N a_ tib p i�ORG 205 2050 GLC. I I Q 5H= SH NOTE: �y 8'-O" GLC. - _ GONG. I II L=2.75 GARAOE WALLS AND GLC. J Q `� $p O_ 6'-6" Q' m 12'-O.. FIN. TO BE MIN. �" GYP. SD. �4 0rWl tV I --- 4x4 D.F. #1 4X4 c� O.T. 4X4 ®C.T. L=2.5 o4j 4050 SH L-2.5 m _ P05T w/ EPG _ Q p m A � _t 3 4x6 D.F. #2 7 OH4x4 D.F. #I D OH ELEC. MAIN P05T w/ EPG METER 11080 S R. DR. G� 4x10 D.F. #1 t_/b 16080 CAR. DR. Q4 L-2.25' 5�"x10"" 24F -V4 OLB L=2.25' 4 2'-6" 2'-0" 5'-0" 2'-0" 1'-6" 1'-6 " 5'-6" I'-6" 11'-8" 20'-6" 8'-4" 13'-0" 8'-6" 111-011 52'-2" 75'-0" FLOOR PLAN 1/4" = I'-0" N O m 0 Q O `7 PERMIT #_-- BUTTE COUNTY DEVELOPMENT SERVICES Nod 7'f{ REVIEWED FOR I� CODE COMPLIANCE DATE -- Revision: Date: By: N M O N n H 4 o� W� oA U�c WON o m !'y FSI � U ^� 0. L)r � U 01) � bA h� o M ' y opo M W W � H O rF� W� Q E-, K4 oW� rO w � rO W ,r,,° ARCA/�� * No. 4' 43 J REN 7/17 F 4 RRITY 2755 Date JUNE 2016 Scale Drawn JMR Job 15_-12107 Sheet Of NINE Sheets 0 N M O OGEE GUTTER STUGGO o/ FOAM TRIM REAR ELEVATION 1/4" = 11-011 NO MORE THAN 10" OF FOUNDATION TO BE SHOWN ® 51DF-5 $ REAR. BRING 51DINO DOWN. RIGHT ELEVATION 1/8" = 1'-0" LEFT ELEVATION 1/8" = 1'-0" GONG. TILE 14"x24" G.E. VENT, TYP. 4"CLR..TO EARTH AND 2" TO CONO. FOR WEEP SCREED —2-00AT STUCCO o/ I" FOAM o/ (2) LAYERS GRADE D BLDG. STONE VENEER, VERIFY w/ OWNER PAPER OR EQ. PER 'WESTERN I-KOTE' SYSTEM OR EQ. (UER ER 552) FRONT ELEVATION 1/4" = P-0" PERMIT # ' `i 5 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE Revision: Date: By: 01 It— H 4 W� • � IND CN1 � MSI U U w � W W o 00 M W V W � SHO E-1 W �H � H O H oW�� O E�4 O SSD ARcy * Nl No' C21 83 REN. 7/17 A�- GARR I T r 2755 Date JUNE 2016 Scale Drawn jMR Job 15-2101 Sheet 2 Of NINE Sheets a 0 0 0 0 0 ROOF MOTES: I. ROOF FRAMING SHALL BE PRE -MFR TRUSSES a 24" O.G. TYP. U.O.N. 2. ROOF PITCH SHALL BE 6:12, TYP. 3. ROOF O.H. SHALL BE: 1'-0" ® ALL G.E. 1'-0" ® X:12 PITCH 4. ROOF COVERING SHALL BE GONG. TILE o/ 30# FELT o/ Y2 CDX OR OSB. W Sd'S ® b", 12" O.G. 5. REQUIRED ATTIC, VENTILATION: USE POWER VENTS PER MFR. 5PECIFICATION5: • REQUIRED GFM OF POWER VENT: 3552 50. FT. OF ATTIC AREA X (0.7) _ 2682.40 cfm MIN. REQUIRED. PROVIDE (2) MIN. 1500r -fm POWER VENTS NEAR RIDGE. • REOU I RED RELIEF VENTING: (2)1500 POWER VENT CFM / 300 = 10 50. FT. OF NET FREE AREA. PROVIDE (31) 3Y2"x223/8" "VULCAN" OR Ea. EAVE VENTS ® .33 50. FT. EACH. TOTAL LOW VENTING PROVIDED: 10.23 5a. FT. OF NET FREE AREA. 6. ATTIC, MOUNTED F.A.U. PROVIDE SERVICE LIGHT w/ SWITCH ® A00E55 HOLE. PROVIDE IIOV SERVICE OUTLET ® UNIT. PROVIDE 24" WIDE CATWALK FROM AGGE55 HOLE TO 30" 50. x 30" HIGH CLEAR MAINTENANCE PLATFORM ® UNIT. NnTF=. ROOF SHEATHING AND ATTIO GABLE END HALLS SHALL BE "TEOH SHIELD" RADIANT -BARRIER OR EQ. ROOF PLAN STRUCTURAL NOTES: 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SD1-SD3 FOR ADDITIONAL INFORMATION. 2.) TYPICAL ROOF SHEATHING (UNO): 1/2" THICK, APA, TECO, OR PITTSBURGH RATED SHEATHING, SPAN RATING 32/16, EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS STAGGERED WITH 4' ENDS OFFSET 4'. EDGE NAIL WITH 8d COMMON OR EQUIVALENT (0.131" DIA X 2 1/2") AT 6" O.C. AT ALL PANEL EDGES, BOUNDARIES, GABLE ENDS, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL AT 12" O.C. PROVIDE 1/8" GAP AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. AT ALL LOW SLOPE ROOFS PROVIDE (1) PANEL CLIP MIN. BETWEEN SUPPORTS AT ABUTTING PANEL EDGES. 3.) SEE NOTE SECTION 8 -SN FOR ROOF TRUSSES BY OTHERS. 4.) TYPICAL HEADER BELOW SHALL BE: 4X10 DF -L #2 UNO. 5.) PROVIDE 4X POST MIN. AT ALL BEAM AND GIRDER TRUSS BEARING POINTS AND CONTINUE IN WALL TO FOUNDATION. 6.) USE 2X4 DF #2 MIN. RAFTERS AT 24" O.C. AT LOW ROOF PORTIONS, MAXIMUM SPAN = 4'-0". 7.) PROVIDE POS. ATTACHMENT OF ALL POST TO BEAM, BEAM TO BEAM, BEAM TO POST, AND POST TO POST CONN'S WITH (2) ST22 STRAPS MIN. AND A35 CLIPS, U.N.O. PER PLAN AND DETAILS. 8.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 9.) VERIFY ALL ELEVATIONS, STEPS, DIMENSIONS, RAKE BREAKS, SLOPES, HIPS AND VALLEYS WITH ARCHITECT. 10.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 11.) ROOF TRUSS LAYOUT SHALL BE REVIEWED BY ENGINEER AS TRUSS DESIGNS BECOME AVAILABLE FROM TRUSS MANUFACTURER. CONTRACTOR SHALL OBTAIN SIGNED TRUSS REVIEW LETTER FROM THE ENGINEER OF RECORD AND BUILDING DEPARTMENT APPROVAL PRIOR TO CONSTRUCTION. 12.) CONTRACTOR TO VERIFY THE LOCATION AND LOADING OF ALL TRUSS TO TRUSS MECHANICAL CONNECTIONS. IMMEDIATELY NOTIFY TRUSS COMPANY OF ANY DISCREPANCIES. 13.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. F.A.U. MOUNTi NO -g 3/411 = 11-011 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATEt"° B. _ Revision: Date: By: t n H �n � ao tn � o t U cu bA C W Wo a ' y 00 M W W �- H � E-I O W� � � O L H H (D E, O W � O FSI O C) Seo ARcy C1��C�CRY A. A/�F * No. C2183 REN. 17 4RR1 TY 255 Date JUNE 2016 Scale Drawn JMR Job 15-210-7 Sheet Of NINE Sheets 07 FOUNDATION PLAN STRUCTURAL NOTES: 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SD1-SD3 FOR ADDITIONAL INFORMATION. 2.) PROVIDE ANCHOR BOLT SIZE AND SPACING PER SHEAR WALL SCHEDULE AND TYPICAL DETAILS. 3.) RECOMMENDED SLAB SECTION: A- 4" CONCRETE SLAB WITH #3 AT 15" O.C. SECURELY LOCATED AT MID -DEPTH OF SLAB. B- WATERPROOF MEMBRANE IN COMPLIANCE WITH ASTM E 1643 (DELETE AT EXTERIOR SLABS) -SEE SOILS REPORT IF APPLICABLE. C- 4" FREE DRAINING MATERIAL -SEE SOILS REPORT IF APPLICABLE. D- PROPERLY PREPARED SUBGRADE-SEE SOILS REPORT IF APPLICABLE. E- CONTRACTOR TO PROVIDE CONTROL JOINTS AT 10'-0" O.C. EA. WAY MAX. 4.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X4 DF #2 AT 16" O.C. INTERIOR WALLS: 2X4 DF STUD AT 16" O.C. **ALIGN 2X4 STUD WITH EACH TRUSS WHERE TRUSS REACTIONS EXCEED 1600#** 5.) SEE DETAIL 5/SD1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 6.) TYPICAL FLOOR JOIST AT GROUND LEVEL SHALL BE: 2X6 DF #2 AT 16" O.C., TYP. (MAX SPAN = 8'-0") 7.) PROVIDE DOUBLE JOIST UNDER ALL WALLS WHERE WALLS RUN PARALLEL TO JOIST. 8.) PROVIDE SOLID BLOCKING IN FLOOR AT 24" O.C. PERPENDICULAR TO, AND ADJACENT TO ALL BEAMS SUPPORTING BEARING WALLS ABOVE. 9.) SUPPORT ALL TRIMMERS ABOVE WITH FLOOR/CEILING JOIST WHERE TRIMMERS CANNOT RUN CONTINUOUSLY TO FOUNDATION. 10.) FLOOR FRAMING HAS BEEN DESIGNED FOR A MAXIMUM DEAD LOAD OF 20 PSF (INCLUDING FRAMING). CONTACT SUMMIT STRUCTURAL DESIGN, PRIOR TO CONSTRUCTION, IF FLOOR BUILD-UP WILL EXCEED 20 PSF. 11.) TYPICAL FLOOR SHEATHING (UNO): 3/4" THICK, APA RATED SHEATHING OR RATED STURD-I-FLOOR, SPAN RATING 48/24 (24 FOR STURD-I-FLOOR), EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS STAGGERED WITH 4' ENDS OFFSET 4'. GLUE PANELS TO ALL FRAMING, EDGE NAIL WITH 10d COMMON RING SHANK NAILS OR EQUIV. (0.148" DIA X 3") AT 6" O.C. AT ALL PANEL EDGES, BOUNDARIES, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL AT 10" O.C. PROVIDE 1/8" GAPS AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. 12.) PLUMBING, SPRINKLER, AND MECHANICAL SUBCONTRACTORS SHALL COORDINATE ALL FLOOR AND WALL PENETRATIONS WITH FRAMING SUBCONTRACTOR. 13.) SEE TYPICAL SHEAR WALL SCHEDULE FOR LOCATIONS WHERE 3X PT SILL PLATES ARE REQUIRED. 14.) PROVIDE POS. ATTACHMENT FOR ALL BEAM TO POST, BEAM TO BEAM, POST TO BEAM, AND POST TO POST CONN'S WITH (2) ST22 STRAPS MIN. AND A35 CLIPS U.N.O. PER PLAN AND DETAILS. 15.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 16.) VERIFY ALL ELEVATIONS, STEPS, DIMENSIONS, WALL SIZES AND LOCATIONS, AND FLOOR ELEVATIONS WITH ARCHITECT. 17.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 18.) PROVIDE METAL HANGERS PER 8/SD1 AS REQUIRED, UNLESS NOTED OTHERWISE. 19.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. FOUNDATION NOTE -S: I. PROVIDE 15"x24" MIN., SCREENED U.F. ACCE55 2. UNDER FLOOR VENTING: 2755 /150 = 15.57 S.F. OF NET FREE AREA. PROVIDE (2) IS"x24" CRAWL HOLE ® 2.45a. FT. PROVIDE (46) 5Y2"x14Y2" UNDER FLOOR VENTS ® 0.5 50. FT. EACH. TOTAL UNDER FLOOR VENTING PROVIDED: 15.6 50. FT. PROVIDE A VENT 5' FROM EACH CORNER. 5. &ROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LE55 THAN 6" WITHIN THE FIRST 10 FT. (5% SLOPE). PER 2013 GRG SECTION R401.5 4. ALL FOOTIN55 SHALL BE FOUNDED ON UNDISTURBED NATIVE SOIL. "tzz,_n n '0115'-O ° I a' -O ° By: 5a'-0" N H � �Q U � C yal o� ib -O 17'-0" 5D3 7Y P. 40'-0" O M h oi0 W 14'-6" 2'-6" 50. x 12" DP #4 I4" FTC w/ (2) GONG. SLAB E.W. H 0E-1 �4� 0 u O W > hH--�II m � �O I -'-I RcA��� O A A. * No X�2128 J�OARF,17Y I 2755 u1 Date JUNE 2016 I I Scale Drawn jmR I Job 15-2107 I Sheet I S Of NINE Sheets IL Fh F 71 F_ 71 F7771I S I I 6 Ib" 50. x 12# 10 DP FTC w/ (2) 4 E.W., SD2 SD2 TYP. TYP. U.O.N. I I V• T45 PLYWD. CLUED AND I I�j 2'-5" MAX. - O NAILED w/ IOd RING. SHANK SD2 NAILS ® b", 12" O.G. o/ 2xb I DF #2 F.J.'5 ® 16" O.G. I I 24" 50. x 12" DP I FTG w/ (5) #4 E.W. --- --- -� d - " 5'-O" O.G. SD2 -' le MAX.,"TYP. 4x6 D F #2 GIRDER, TYP S Ej 12" 0 x 12" DP. FTG. L_ _j L �J L L Ll L �J L L_ -� 41'-12 I = FOR PIPE BOLLARD 2,_0.2 I6'-10" 15'-0" 5'-4" b' -Q" 15'-Q" I t I ►n IR.O. FOR 2'-5" DR. SD2 5x3 MIN. GONG. LANDING, 3 I I 73/4" MAX. BELOW TOP OF DR. THRESHOLD, TYP. ® ' SD2 " -J ALL EXTERIOR I IN-5WINGINC DOORS � I J I SIM. I I u10-O.G. NG. SLAB w/ 4CON0. - BOTH WAY5 r ,,rg,. N I I O o/ 2 SAND o/ b F 71- I =0 O _� m I' -O" -J I ssr816N �j MIL. VB (w/JOINTS LAPPED b" MIN.) CL o/ 4" BASE 55T5I6) L_ 551.816 Ig5f816 OI N " I �i 4 GONG. SLAB I I 7 I 0 SD2 KEN FOOTING AT THESE I Ot WALLS TO 12" THICK 4 5" ALL AROUND R.O. FOR 61'-0" DR. N R.O. FOR I6'-0" DR. 8 SD2 � 20'-6" 52'-2" 5'-4" 2'-6" 2'-0" 5'-0" 2'-O" -6" -6" 5'-6" -6" II' -O" 7r 7r 7r 7r FOUNDATION FLAN 1/4" =1'-O" 155__ S \. PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE t DATE A f' Bl'i Revision: Date: By: N H � U � C o� O M h oi0 W V1 Q H 0E-1 �4� 0 u O W > hH--�II m � �O I -'-I RcA��� O A A. * No X�2128 J�OARF,17Y 2755 Date JUNE 2016 Scale Drawn jmR Job 15-2107 Sheet Of NINE Sheets a SINGLE POLE SWITCH $3 THREE WAY SWITCH $1) DIMMER SWITCH $D3 DIMMER/3-WAY SWITCH $T TIMER SWITCH 05 OCCUPANCY SENSOR 6 DUPLEX REGEPT. 220 VOLT OUTLET A DUPLEX SPLIT WIRED -C�3- QUAD. REGEPT. fj FLOOR OUTLET a TV OUTLET By: PHONE OUTLET ® TV/PHONE OUTLET VP SUITABLE FOR DAMP LOCATION -E— FUEL OAS OUTLET ELECTRICAL. 5`rMBOL.5 -}- GLC. MTD. FIXT. By: CEILING FAN H/ LIGHT -�- FLUORESCENT }- WALL MTD. FIXTURE CLO. MTD. FIXT. WALL MTD. FIXTURE �— LED CLO. MTD. FIXT. CEILING FAN NO LIGHT A RECESSED CLO. FIXT. -C�3- UNDER CABINET WATTS: QUANTITY: —� FLUORESCENT LIOHTINO COMPACT FLUOR. ELEC. BALLAST, 26 4 104 AIR -TIGHT, 10 RATED [:!:S ;j FLUORESCENT FIXTURE 32 FLUORESCENT 64 0 RECESSED GLC. FIXT G LED By: RECESSED GLC. FI -�- MINI RECESSED GL }- WALL MTD. FIXTURE FLUORESCENT WALL MTD. FIXTURE �— TRACK FIXTURE PENDANT LIGHT A SCONCE FIXTURE -C�3- MINI SGONOE FIXTU XT . FIXT R E I MOTION-ACTIVATED SECURITY L I OHT G) 51ONAL PUSH BUTTON 0 PUCK LIGHT PANEL BOARD Q -t ELEG. DISCONNECT ® 110 V. SMOKE DETECTOR ® EXHAUST FAN WHOLE HOUSE VACUUM ® CONNECTION OCM IIOv CARBON MONOXIDE ALARM H/ BATTERY BACKUP _GPI AUTOMATIC SARASE r DOOR OPENER LISTED IN L — ACCORDANCE H/ UL 325, H/ GF 1 OUTLET 1. ALL LIOHTINO FIXTURES SHALL BE ASSUMED INCANDESCENT U.O.N. AS LED OR FLUORESCENT. 2. ALL EXTERIOR LIOHTINO FIXTURES SHALL BE "SUITABLE FOR DAMP LOCATIONS" VENTILATION REQUIREMENTS I. <IT(fHEN VENTILATION: A. THE KITCHEN SHALL HAVE AN EXHAUST FAN H/ A MIN. VENTILATION RATE OF 100 CFM. B. THE NOISE RATING SHALL BE 3 SONE MAXIMUM. G. THE FAN SHALL BE DUCTED TO THE OUTSIDE H/ A MINIMUM 5"4) SMOOTH DUCT (55' MAXIMUM RUN H/ (2) ELBOWS OR FITTINGS). 2. BATHROOM VENTILATION: A. EACH BATHROOM SHALL HAVE AN EXHAUST FAN H/ A MIN. VENTILATION RATE OF 50 CFM. B. THE NOISE RATING SHALL BE 3 SONE MAXIMUM. G. THE FAN SHALL BE DUCTED TO THE OUTSIDE H/ A MINIMUM 4"4) SMOOTH DUCT (75' MAXIMUM RUN H/ (2) ELBOWS OR FITTINGS). D. BATHROOM EXHAUST FANS MUST BE CONTROLLED BY A HUMID15TAT CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO 80%. 2013 GS55C"'SECTION 4.506. 5. WHOLE - BUILDING VENTILATION: SEE GFIR FOR WHOLE BUILDING VENTILATION REQUIRED CFM. ONE BATHROOM FAN SHALL BE 70 CFM. MIN. H/ A MAXIMUM NOISE RATING OF I SONE. THE SWITCH SHALL BE LABELED "VENTILATION CONTROL." ELECTRICAL. NOTF-5: I. PROVIDE AN ADDITIONAL 20 AMP BRANCH CIRCUIT FOR EACH BATHROOM AND LAUNDRY. THESE CIRCUITS SHALL SERVE NO OTHER OUTLETS. 2. ALL 15 $ 20 AMP BRANCH G I RCU I TS SUPPLY I NO OUTLETS INSTALLED IN BEDROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 5UNROOM5, RECREATION ROOMS, HALLWAYS, CLOSETS OR SIMILAR ROOMS, SHALL BE INSTALLED WITH A COMBINATION ARG -FAULT CIRCUITS INTERRUPTERS. 3. PROVIDE (2) OR MORE 20 -AMP SMALL APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM, OR SIMILAR AREA TO SERVE ALL WALL AND FLOOR OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. 4. ALL 125 VOLT, 51NOLE PHASE, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLE5, FIXTURES, LAMP HOLDERS AND RECEPTACLES OUTLETS SHALL BE SECURELY SUPPORTED. A FIXTURE THAT WEIGH5 MORE THAN 61bs OR EXCEEDS 161n. IN ANY D I MENS 1 ON SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER 2013 GEC SECTION 410.15. (0). OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILING FANS PER 2013 SECTION 314.27 (0 6 d). 6. ALL HARDWIRED DETECTORS SHALL BE INTERCONNECTED. 7. ALL SARASE, LAUNDRY ROOM, AND UTILITY ROOM LIGHTING SHALL BE HIGH -EFFICACY AND CONTROLLED BY A MANUAL -ON OCCUPANCY SENSOR. 8. LIGHT FIXTURES SHALL COMPLY H/ THE CLEARANCE REQUIREMENTS SPECIFIED IN 2013 CEO ARTICLE 410.8. NATER HEATER MANDATOR"'r FEATURE5 WATER HEATING 5Y5TEM5 USING OAS OR PROPANE WATER HEATERS TO SERVE INDIVIDUAL DWELLINO UNITS SHALL INCLUDE THE FOLLOWING COMPONENTS: 1. A 120\/ ELECTRICAL RECEPTACLE THAT 15 WITHIN 3 FEET FROM THE WATER HEATER AND ACCESSIBLE TO THE WATER HEATER WITH NO OBSTRUCTIONS 2. A CATEOORY III OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER HEATER IS INSTALLED 3. A CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE 4. A , OAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR. ELEG. SUB-PANEL.SEE GALOREEN RESIDENTIAL t, AKinb-rnf7Y MV"-AC"_l y ELECTRICAL CAL. PLAN 1/4" = I' -o" iFv � z-,--om PERMIT BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR � CODE COMPLIANCE DATE ^ �)' k_______ B 4—x— Revision: Date: By: KITCHEN LIGHTING SCHEDULE NON n A B LUMINAIRE TYPE: HIGH EFFICACY: WATTS: QUANTITY: HIGH EFFICACY WATTS: OTHER WATTS: COMPACT FLUOR. YE5 26 4 104 0 4' FLUOR. TUBE YES 32 2 64 0 3' FLUOR. TUBE YES 25 0 0 0 2' FLUOR. TUBE YES 17 I 17 0 rW V TOTAL (A): 185 TOTAL (B): 0 COMPLIES IF A >/= B YES X NO NATER HEATER MANDATOR"'r FEATURE5 WATER HEATING 5Y5TEM5 USING OAS OR PROPANE WATER HEATERS TO SERVE INDIVIDUAL DWELLINO UNITS SHALL INCLUDE THE FOLLOWING COMPONENTS: 1. A 120\/ ELECTRICAL RECEPTACLE THAT 15 WITHIN 3 FEET FROM THE WATER HEATER AND ACCESSIBLE TO THE WATER HEATER WITH NO OBSTRUCTIONS 2. A CATEOORY III OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER HEATER IS INSTALLED 3. A CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE 4. A , OAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR. ELEG. SUB-PANEL.SEE GALOREEN RESIDENTIAL t, AKinb-rnf7Y MV"-AC"_l y ELECTRICAL CAL. PLAN 1/4" = I' -o" iFv � z-,--om PERMIT BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR � CODE COMPLIANCE DATE ^ �)' k_______ B 4—x— Revision: Date: By: NON n 4 o� M � • FSI .� � d U U � bA GW Wo M�1 � M rW V H H O W � r0 rO W C_o AA. RcA��� * No. G 1283 REd 7/17Y, G,ARRI TY 255 Date JUNE 2016 Scale Drawn IMR Job —} I�-210 1 Sheet 5� Of NINE Sheets Q d' tV O 0 TA c0 O N V O T1 2. 3. LY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANY WAY THE THE SHOP DRAWINGS ARE CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS. H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT CRACKING. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFECTS IN THE FINISHES. 1) SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1701 OF THE CBC SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF CONSTRUCTION: WELDING OF STRUCTURAL OR REINFORCING STEEL EPDXY/MECHANICAL CONCRETE ANCHORS THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE STRUCTURAL ENGINEER AND BUILDING DEPARTMENT, SHALL BE ICBG QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE WITH THIS TYPE OF PROJECT. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER CBC TABLE 1806.2 (NO SOILS REPORT PROVIDED). B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. J.) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2013 CBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1808 OF THE 2013 CBC. K.) WHERE LOADING TO EXISTING FOUNDATIONS IS NOT SUBSTANTIALLY INCREASED OR MODIFIED, NO DESIGN RECOMMENDATIONS HAVE BEEN MADE FOR THE SUITABILITY OF THE EXISTING FOUNDATIONS. ONLY THOSE FOUNDATIONS WHERE LOADS HAVE BEEN ADDED BY A SECOND STORY HAVE BEEN INCLUDED IN THE DESIGN. THE OWNER SHALL BE ADVISED THAT EXISTING FOUNDATIONS MAY NOT BE STRUCTURALLY ADEQUATE AND SETTLEMENT, CRACKING, AND OTHER PROBLEMS ASSOCIATED WITH EXISTING FOUNDATIONS ARE BEYOND THE SCOPE OF THIS DESIGN. IF REVIEW OF THE EXISTING FOUNDATIONS IS REQUIRED, A GEOTECHNICAL ENGINEER SHOULD BE CONTACTED TO DETERMINE THE EXTENT AND ADEQUACY OF THE EXISTING, UN -MODIFIED PORTIONS OF THE FOUNDATIONS. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI 318. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMENDS THE FOLLOWING AS A MINIMUM SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB, OVER MOISTURE BARRIER IN COMPLIANCE WITH ASTM E 1643, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH#3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH CBC 1704.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI AND FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH ONE BOLT LOCATED V-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS WHERE REQUIRED. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2. 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER). 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS. I.) MANUFACTURED I JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF L/480 UNLESS NOTED OTHERWISE. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1-3/4" LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING: A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2013 CBC TABLE 2304.9.1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. 6-3 BEAM FRAMING: A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETCETERA. C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IN GENER AL STRUCTURAL NOTES 1. GENERAL 3. CONCRETE / REINFORCING CONTINUED 6. FRAMING / LUMBER CONTINUED 9. DESIGN LOADS A) ALL WORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL CODES. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: 6-4 POSTS/TRIMMERS: ICC REPORT. FLOOR 20 PSF A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND IS RESPONSIBLE FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" A.) SUPPORT: SUPPORT ALL DIVISIONS 1, II, 111, AND IV U.N.O.: ROOF SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE CONCRETE WITH SOIL OR WEATHER EXPOSURE: UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). FLOOR INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS #5 BARS AND SMALLER 1 % EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B) SEISMIC: REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN #6 BARS AND LARGER 2" SEISMIC IMPORTANCE FACTOR: 1 IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.615, S1= 0.269 OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. SEISMIC SITE CLASS: D DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP BOTTOM REINFORCING (60) 6-5 WALL FRAMING: SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.536, SD1= 0.334, Cs = 0.08 AB WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. BAR DIAMETERS U.N.O. AND LAP TOP REINFORCING, PLACED ABOVE 12" OF CONCRETE OR KIPS SEISMIC DESIGN CATEGORY: D ADDT ADDITIONAL MORE, (80) BAR DIAMETERS U.N.O. A.) DOUBLE TOP PLATE SPLICES: BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS LLH LONG LEG HORIZ. SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING SEISMIC BASE SHEAR: 13.22 KIPS ULT. ALT SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. LONG LEG VERT. WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD RESPONSE MODIFICATION FACTOR: R = 6.5 ARCH CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL LONG LONGITUDINAL WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE BLDG MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND LONG SLOTTED HOLE SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. C) WIND: BLKG STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETCETERA. ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0". WIND SPEED: 110 MPH BEAM MAX MAXIMUM WIND EXPOSURE: C D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT CHIC.) MACHINE BOLTS A.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED BTF 2. 3. LY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANY WAY THE THE SHOP DRAWINGS ARE CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS. H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT CRACKING. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFECTS IN THE FINISHES. 1) SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1701 OF THE CBC SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF CONSTRUCTION: WELDING OF STRUCTURAL OR REINFORCING STEEL EPDXY/MECHANICAL CONCRETE ANCHORS THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE STRUCTURAL ENGINEER AND BUILDING DEPARTMENT, SHALL BE ICBG QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE WITH THIS TYPE OF PROJECT. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER CBC TABLE 1806.2 (NO SOILS REPORT PROVIDED). B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. J.) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2013 CBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1808 OF THE 2013 CBC. K.) WHERE LOADING TO EXISTING FOUNDATIONS IS NOT SUBSTANTIALLY INCREASED OR MODIFIED, NO DESIGN RECOMMENDATIONS HAVE BEEN MADE FOR THE SUITABILITY OF THE EXISTING FOUNDATIONS. ONLY THOSE FOUNDATIONS WHERE LOADS HAVE BEEN ADDED BY A SECOND STORY HAVE BEEN INCLUDED IN THE DESIGN. THE OWNER SHALL BE ADVISED THAT EXISTING FOUNDATIONS MAY NOT BE STRUCTURALLY ADEQUATE AND SETTLEMENT, CRACKING, AND OTHER PROBLEMS ASSOCIATED WITH EXISTING FOUNDATIONS ARE BEYOND THE SCOPE OF THIS DESIGN. IF REVIEW OF THE EXISTING FOUNDATIONS IS REQUIRED, A GEOTECHNICAL ENGINEER SHOULD BE CONTACTED TO DETERMINE THE EXTENT AND ADEQUACY OF THE EXISTING, UN -MODIFIED PORTIONS OF THE FOUNDATIONS. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI 318. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMENDS THE FOLLOWING AS A MINIMUM SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB, OVER MOISTURE BARRIER IN COMPLIANCE WITH ASTM E 1643, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH#3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH CBC 1704.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI AND FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH ONE BOLT LOCATED V-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS WHERE REQUIRED. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2. 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER). 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS. I.) MANUFACTURED I JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF L/480 UNLESS NOTED OTHERWISE. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1-3/4" LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING: A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2013 CBC TABLE 2304.9.1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. 6-3 BEAM FRAMING: A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETCETERA. C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR ))CODE COMPLIANCE DATE -Pt B , QROFESSION C. JoF�� N 69 88- * X o 8 J'T C/v0- gTFOF CALF 0� tpI03 11(6 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS I 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com con Uj Q ® U 0.0000- U Ln = J LnU N W ;:70;D cr_ 0 QU CD p U Q i� a REVISIONS: DATE: 06/27/16 SCALE: NTS DRAWN BY: ACJ JOB NUMBER: 16-241 SHEET: SN USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IN D) DEAD LOADS: CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ROOF 24 PSF ICC REPORT. FLOOR 20 PSF LIVE LOADS: D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER ROOF 20 PSF REDUCIBLE HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). FLOOR 40 PSF E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. ABBREVIATIONS F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. AB ANCHOR BOLT K KIPS ADDT ADDITIONAL L ANGLE G.) SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. ADJ ADJACENT LLH LONG LEG HORIZ. ALT ALTERNATE LLV LONG LEG VERT. H.) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. ARCH ARCHITECTURAL LONG LONGITUDINAL PER PLANS AND DETAILS. BLDG BUILDING LSL LONG SLOTTED HOLE BLKG BLOCKING LVL LAMINATED VENEER LUMBER 6-6 CONNECTIONS: BM BEAM MAX MAXIMUM BOTT (B) BOTTOM MB MACHINE BOLTS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. BTF BEAT TO FIT MECH MECHANICAL BTWN BETWEEN MFR MANUFACTURER B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE CB CARRIAGE BOLTS MIN MINIMUM WASHERS WHERE BEARING AGAINST WOOD. CCJ CONTROL JOINT misc. MISCELLANEOUS CIP CAST -IN-PLACE CONCRETE MTL METAL C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED CJ CONSTRUCTION JOINT (N) NEW BEFORE CLOSING IN OR AT COMPLETION OF JOB. CLR CLEAR NS NEAR SIDE CMU CONCRETE MASONRY UNITS NSA NELSON STUD ANCHOR D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. COL COLUMN NTS NOT TO SCALE CONC CONCRETE OC ON CENTER CONN CONNECTION OD OUTSIDE DIAMETER 8. ROOF FRAMING CONSTR CONSTRUCTION OH OPPOSITE HAND CONT CONTINUOUS OPNG OPENING 8-1 PREFABRICATED ROOF TRUSSES: CONTR CONTRACTOR OVS OVERSIZE ROUND HOLE CP COMPLETE PENETRATION PDF POWDER DRIVEN FASTENER A) PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED BY THE CTR CENTER PERP PERPENDICULAR TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL CTSK COUNTERSINK PL PLATE DRAWINGS AND CBC 2303.4. DBL DOUBLE PLWD PLYWOOD DF DOUGLAS FIR PLCS PLACES B) COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND DF -L DOUGLAS FIR - LARCH PP PARTIAL PENETRATION CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF DIA DIAMETER PT PRESSURE TREATED CALIFORNIA, SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO TRUSS FABRICATION. DJ DOUBLE JOIST P/C PRECAST CONCRETE EA EACH P/T POST -TENSIONED C) TRUSS DESIGN LOADS: EF EACH FACE REINF REINFORCEMENT TOP CHORD LIVE LOAD: 20 PSF REDUCIBLE EL ELEVATION (DATUM) REQ'D REQUIRED TOP CHORD DEAD LOAD: 14 PSF ELEV ELEVATION (VIEW) OR ELEVATOR SC SLIP CRITICAL BOTTOM CHORD DEAD LOAD 10 PSF EN EDGE NAILING SEOR STRUCTURAL ENGINEER OF TOTAL LOAD 44 PSF EQ EQUAL RECORD UPLIFT LOAD AS REQUIRED BY THE 2013 CBC ES EACH SIDE SHTG SHEATHING (E) EXISTING SIM SIMILAR D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR. EXP EXPANSION SOG SLAB -ON -GRADE EXT EXTERIOR STD STANDARD E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIES EW EACH WAY STIFF STIFFENER INVOLVED IN GOVERNING CONSTRUCTION. FF FINISH FLOOR STL STEEL FIN FINISH SQ SQUARE F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN FJ FLOOR JOIST SS STAINLESS STEEL LOADS: LIVE LOAD DEFLECTION = L/360, TOTAL LOAD DEFLECTION = L/240 FLR FLOOR SWS SHEAR WALL SCHEDULE FNDN FOUNDATION SYM SYMMETRICAL FOHC FREE OF HEART CENTER T&B TOP & BOTTOM FOS FACE OF STUD TO(P) TOP OF (PLYWOOD) FS FAR SIDE TOC TOP -OF -CONCRETE FTG FOOTING TOF TOP -OF -FOOTING GA GAUGE TOS TOP -OF -STEEL GALV GALVANIZED TOW TOP -OF -WALL GLB GLUE -LAM BEAM TN TOE NAIL HDG HOT DIPPED GALVANIZED TYP TYPICAL HDR HEADER LINO UNLESS NOTED OTHERWISE HGR HANGER (SIMPSON) VERT VERTICAL HORIZ HORIZONTAL WP WORKPOINT ID INSIDE DIAMETER WWF WELDED WIRE FABRIC INT INTERIOR W/ WITH JST JOIST W/O WITHOUT JT JOINT PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR ))CODE COMPLIANCE DATE -Pt B , QROFESSION C. JoF�� N 69 88- * X o 8 J'T C/v0- gTFOF CALF 0� tpI03 11(6 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS I 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com con Uj Q ® U 0.0000- U Ln = J LnU N W ;:70;D cr_ 0 QU CD p U Q i� a REVISIONS: DATE: 06/27/16 SCALE: NTS DRAWN BY: ACJ JOB NUMBER: 16-241 SHEET: SN FASTENING SCHEDULE (TABLE 2304.9.1) CONNECTION FASTENING"' LOCATION 1. JOIST TO SILL OR GIRDER 3 - 8d COMMON (2 1/2" X 0.131") 10d 4 - 3" 14 GA. STAPLES 3 - 3" X 0.131" NAILS TOE NAIL 1/2" AND LESS 6d' 3 - 3" 14 GA. STAPLES 2 3/8" X 0.113" NAIL 2. BRIDGING TO JOIST 2 - 8d COMMON (2 1/2" X 0.131") 10d 2 3/8" X 0.113" NAIL' 2 - 3" X 0.131" NAILS TOE NAIL EACH END SINGLE FLOOR (COMBINATION SUBFLOOR-UN DERLAYM ENT 2 - 3" 14 GA. STAPLES TO FRAMING) 3. 1" X 6" SUBFLOOR OR LESS TO EACH JOIST 2 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 4. WIDER THAN 1" X 6" SUBFLOOR TO EACH JOIST 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 5. 2" SUBFLOOR TO JOIST OR GIRDER 2 - 16d COMMON (3 1/2" X 0.162") BUND AND FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2" X 0.135") AT 16" O.C. 6d COMMON NAIL (2" X 0.113") 3" X 0.131" NAILS AT 8" O.C. TYPICAL FACE NAIL I 3" 14 GA. STAPLES AT 12" O.C. SOLE PLATE TO JOIST OR BLOCKING AT 3 - 16d (3 1/2" X 0.135") AT 16" O.C. 4 - 3" X 0.131" NAILS AT 16" O.C. BRACED WALL PANELS BRACED WALL PANEL 4 - 3" 14 GA. STAPLES PER 16" I 7. TOP PLATE TO STUD 2 - 16d COMMON (3 1/2" X 0.162") AB ® V-9 3 - 3" X 0.131" NAILS END NAIL PER HD SCHED. 3 - 3" 14 GA. STAPLES A. 8. STUD TO SOLE PLATE 4 - 8d COMMON (2 1/2" X 0.131") 8d ®4" O.C. 8d ®12" O.C. 4 - 3" X 0.131" NAILS AT 8" O.C. TOE NAIL I WALL SCHED. I°I I°I --\,,, 3 - 3" 14 GA. STAPLES AT 12" O.C. 2 - 16d COMMON (3 1/2" X 0.162") END NAIL 1 J 3 - 3" X 0.131" NAILS 2X MUDSILL 11 3 - 3" 14 GA. STAPLES J 9. DOUBLE STUDS 16d (3 1/2" X 0.135") AT 24" O.C. 11 I ABUTTING PANEL 3" X 0.131" NAIL AT 8" O.C. FACE NAIL 3" 14 GA. STAPLE AT 8" O.C. EDGES WHERE 10. DOUBLE TOP PLATES 16d (3 1/2" X 0.135") AT 16" O.C. 12d 0 3" O.C. PER II II 3" X 0.131" NAIL AT 12" O.C. TYPICAL FACE NAIL 640 3" 14 GA. STAPLE AT 12" O.C. L SCHED. IJ DOUBLE TOP PLATES 8 - 16d COMMON (3 1/2" X 0.162") LAP SPLICE 12 - 3" X 0.131" NAILS - ) �l -�TT ii i 12 - 3" 14 GA. STAPLES II 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3 - 8d COMMON (2 1/2" X 0.131") 11 I- - - LL I I I 11 1 3 - 3" X 0.131" NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 12. RIM JOIST TO TOP PLATE 8d (2 1/2" X 0.131") AT 6" O.C. 3" X 0.131" NAIL AT 6" O.C. TOE NAIL 3" 14 GA. STAPLE AT 6" O.C. 13. TOP PLATES, LAPS AND INTERSECTIONS 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 14. CONTINUOUS HEADER, TWO PIECES 16d COMMON (3 1/2" X 0.162") 16" O.C. ALONG EDGE 15. CEILING JOISTS TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") 5 - 3" X 0.131" NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 16. CONTINUOUS HEADER TO STUD 4 - 8d COMMON (2 1/2" X 0.131") TOE NAIL 17. CEILING JOISTS, LAPS OVER PARTITIONS 3 - 16d COMMON (3 1/2" X 0.162") MIN, TABLE 2308.10.4.1 4-3"X0.131"NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 18. CEILING JOISTS TO PARALLEL RAFTERS 3 - 16d COMMON (3 1/2" X 0.162") MIN, TABLE 2308.10.4.1 FACE NAIL 4 - 3" X 0.131" NAILS 4 - 3" 14 GA. STAPLES 19. RAFTER TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") 5 - 3" X 0.131" NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE 2 - 8d COMMON (2 1/2" X 0.131") 2 - 3" X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 21. 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 22. WIDER THAN 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 23. BUILT-UP CORNER STUDS 16d COMMON (3 1/2" X 0.162") 24" O.C. 3" X 0.131" NAILS 16" O.C. 3" 14 GA. STAPLES 16" O.C. 24. BUILT-UP GIRDER AND BEAMS 20d COMMON (4" X 0.192") AT 32" O.C. FACE NAIL AT TOP AND 3" X 0.131" NAILS AT 24" O.C. BOTTOMSTAGGERED ON 3" 14 GA. STAPLES AT 24" O.C. OPPOSITE ENDS 2 - 20d COMMON (4" X 0.192") FACE NAIL AT ENDS AND 3 - 3" X 0.131" NAILS AT EACH SPLICE 3 - 3" 14 GA. STAPLES 25. 2" PLANKS 16d COMMON (3 1/2" X 0.162") AT EACH BEARING 26. COLLAR TIE TO RAFTER 3 - 10d COMMON (3" X 0.148") 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 27. JACK RAFTER TO HIP 3 - 10d COMMON (3" X 0.148") 4 - 3" X 0.131" NAILS TOE NAIL 4 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3-3"X0.131"NAILS 3 - 3" 14 GA. STAPLES 28. ROOF RAFTER TO 2X RIDGE BEAM 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3-3"X0.131"NAILS 3 - 3" 14 GA. STAPLES 29. JOIST TO BAND JOIST 3 - 16d COMMON (3 1/2" X 0.162") 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 30. LEDGER STRIP 3 - 16d COMMON (3 1/2" X 0.162") FACE NAIL ® 4 - 3" X 0.131" NAILS LUS24/LUS26/LUS28/ LUS210ALIS210 10d 4 - 3" 14 GA. STAPLES DBL 2X6/DBL 2X8/ DBL 2X10/DBL 2X12 31. WOOD STRUCTURAL PANELS AND PARTICLE BOARD.` 1/2" AND LESS 6d' SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING) 2 3/8" X 0.113" NAIL H U 48TF/H U 41 OTF/H U 412TF 19/32" TO 3/4" 8d OR 6d- 10d 2 3/8" X 0.113" NAIL' HU68TF/HU61OTF/HU612TF 7/8" TO 1" 8d° SINGLE FLOOR (COMBINATION SUBFLOOR-UN DERLAYM ENT 4" S 1 Odd OR 8d° TO FRAMING) 3/4- AND LESS 6d• NOT REQ'D 7/8" TO 1" 8d• HGLTV 1 1/8- TO 1 1/4- 10d' OR 8d' 32. PANEL SIDING (TO FRAMING) 1/2" AND LESS 6d} HGLTV 5/8" Sd' 33. FIBERBOARD SHEATHING' 1/2" No. 11 GAGE ROOFING NAIL" 6d COMMON NAIL (2" X 0.113") AS REQ'D. IJ°I No. 16 GAGE STAPLE' I 25/32" No. 11 GAGE ROOFING NAIL" 8d COMMON NAIL (2 1/2" X 0.131") J I I I I No. 16 GAGE STAPLE' 34. INTERIOR PANELING 1/4" 4d' I 3/8" 6d" a.common or Dox naps are permittee to De uses except b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. c. Common or deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") d. Common (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") e. Deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") f. Corrosion -resistant siding (6d - 1 7/8" x 0.106"; 8d - 2 3/8" x 0.128") or casing (6d - 2" x .099% 8d - 2 1/2" x 0.113") nail g. Fasteners spaced 3 inches on center at exterior ridges and 6 inches on center at intermediate supports, when used as structural sheathing. Spacing shall be 6 inches on center on the edges and 12 Inches on center at Intermediate supports for nonstructural applications. h. Corrosion -resistant roofing nails with 7/16 inch diameter head and 1 1/8 inch length for 1/2 inch sheathing and 1 3/4 inch length for 25/32 sheathing. i. Corrosion -resistant staples with nominal 7/16 inch crown and 1 1/8 inch length for 1/2 inch sheathing and 1 1/2 inch length for 25/32 sheathing. Panel supports at 16 inches (20 inches if strength axis in the long direction of the panel, unless otherwise marked). I Casing (1 1/2" x 0.080") or finish (1 1/2" x 0.072") nails spaced 6 inches on panel edges, 12 inches at intermediate supports. k. Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. 1. For roof sheathing applications, 8d nails (2 1/2" x 0.113") are the minimum required for wood structural panels. m. Staples shall have a minimum crown width of 7/16 inch. n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. o. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches on center at edges, 6 inches at intermediate supports of roof sheathing. p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. TYPICAL FASTENING SCHEDULE Io SDI NO SCALE PROVIDE SIMPSON RPS22 STRAP AT EACH PLATE, (2) MIN PER NOTCH-,,,, 2 1/2- MAX. DEPTH FOR 2X4 PLATE 3 1/2" MAX. DEPTH FOR 2X6 PLATE 5 1/2- MAX A A 1/2" I MAX, TYP. I I I I I I TOP PLATE PER 6/SD1 WALL CONTINUES WHERE "_�-OCCURS PER PLAN (5) 16d +++ + + + + + + PARTIAL PLAN AT TOP PLATE CORNER AND TEE DBL 2X TOP PLATE PER DETAIL BELOW - MSTI26 STRAP, U.N.O., CENTERED ON DISCONTINUITY STUD DIRECTLY UNDER SPLICE, TYP. TYPICAL TOP PLATE DISCONTINUITY I I 1 (5) 16d AT CORNER OR INTERSECTING WALL WALL FRAMING 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 16d SINKERS AT 16" O.C. PER PLAN, TYP (12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES (12) MIN. BETWEEN SPLICES _ _ r --PIPE AS OCCURS NOTE: DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL PLATES GREATER THAN 1/3 THE PLATE WIDTH WITHOUT WRITTEN CONSENT FROM THE ENGINEER OF RECORD. TYPICAL TOP PLATE NOTCH DETAIL NO SCALE 9 SDI NOTES: 1. PROVIDE SKEWED AND SLOPED HANGER WHERE REQUIRED. 2. PROVIDE HANGER WITH ONE OR BOTH FLANGES CONCEALED WHERE REQUIRED. 3. SEE PLANS AND DETAILS FOR HANGER AT SPECIAL CONDITION. 4. PROVIDE APPROPRIATE FASTENER AT ALL FASTENER HOLES U.N.O. 5. FASTENER SIZES: 16d=0.162" DIA. X 3 1/2" LENGTH 10d=0.148" DIA. X 3" LENGTH, 10d X 1 1 /2"=0.148" DIA. X 1 1/2" LENGTH 6. PROVIDE HANGERS AND FASTENERS WITH CORROSION PROTECTION APPROPRIATE FOR CONNECTION APPLICATION AND ENVIRONMENT. TYPICAL SIMPSON HANGER SCHEDULE NO SCALE �--STUD DIRECTLY �1 '-DBL 2X UNDER SPLICE, TYP. �'I TOP PLATE INTERSECTING WALL OR CORNER WHERE OCCURS --I TYPICAL TOP PLATE SPLICE TYPICAL TOP PLATE SPLICE DETAIL 6 NO SCALE SDI TOP PLATE PER 6/SD1 TYPICAL HANGER SCHEDULE FASTENER TYPE MEMBER SIZE SIMPSON HANGER TYPE AT SUPPORTING AT SUPPORTED MEMBER MEMBER ® HEADER PER PLAN ® 2X4/2X6/2X8/ 2X1 O/2X12 LUS24/LUS26/LUS28/ LUS210ALIS210 10d 10d DBL 2X6/DBL 2X8/ DBL 2X10/DBL 2X12 HUS26-2TF/HUS28-2TF HUS210-2TF/HUS212-2TF 16d 16d 4X8/4X10/012 H U 48TF/H U 41 OTF/H U 412TF 16d 10d 6X8/6X1O/6X12 HU68TF/HU61OTF/HU612TF 16d 16d TJI/BCI ITS 10d NOT REQ'D LVL/PSL HGLTV 16d 16d GLU-LAM HGLTV 16d 16d NOTES: 1. PROVIDE SKEWED AND SLOPED HANGER WHERE REQUIRED. 2. PROVIDE HANGER WITH ONE OR BOTH FLANGES CONCEALED WHERE REQUIRED. 3. SEE PLANS AND DETAILS FOR HANGER AT SPECIAL CONDITION. 4. PROVIDE APPROPRIATE FASTENER AT ALL FASTENER HOLES U.N.O. 5. FASTENER SIZES: 16d=0.162" DIA. X 3 1/2" LENGTH 10d=0.148" DIA. X 3" LENGTH, 10d X 1 1 /2"=0.148" DIA. X 1 1/2" LENGTH 6. PROVIDE HANGERS AND FASTENERS WITH CORROSION PROTECTION APPROPRIATE FOR CONNECTION APPLICATION AND ENVIRONMENT. TYPICAL SIMPSON HANGER SCHEDULE NO SCALE �--STUD DIRECTLY �1 '-DBL 2X UNDER SPLICE, TYP. �'I TOP PLATE INTERSECTING WALL OR CORNER WHERE OCCURS --I TYPICAL TOP PLATE SPLICE TYPICAL TOP PLATE SPLICE DETAIL 6 NO SCALE SDI TOP PLATE PER 6/SD1 TYPICAL HANGER SCHEDULE FASTENER TYPE MEMBER SIZE SIMPSON HANGER TYPE AT SUPPORTING AT SUPPORTED MEMBER MEMBER ® HEADER PER PLAN ® TRIMMERS PER SCHEDULE ® KING STUDS PER SCHEDULE UP TO 8'-0" (2 2X4 A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS ® BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH O NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED ©I O ® POST PER PLAN WHERE OCCURS WALL SCHED. I LOAD TYPE " MIN. I°I I° I II (I AND SPACING CLIP SPACING 101 I I I I I I E.N. PER SHEAR 12d ®7" O.C. Sd ®6" O.C. I1 I I I I WALL SCHED. AB ® N-9" O.C. NJ J. PLY AT K'G/HDR STUD WALL ELEVATION KEY ® HEADER PER PLAN ® TRIMMERS PER SCHEDULE ® KING STUDS PER SCHEDULE UP TO 8'-0" (2 2X4 A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS ® BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH ® NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED ©I STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. ® POST PER PLAN WHERE OCCURS 2X4WALL OPENING SCHEDULE (110 MPH, EXPOSURE C) --- TI ---IT-- OPENING WIDTH TRIMMER/S KING STUD/S UP TO 4'-0" (1) 2X4 (1) 2X4 UP TO 8'-0" (2 2X4 (2) 2X4 UP TO 16'-0" (2) 2X4 (3) 2X4 TYPICAL STUD WALL ELEVATION NO SCALE TOP PLATE PER 6/SD1 PROVIDE PANELS MFR., 1/8 BLOCK AT ALL 16" MAX SPACING - R PLY SOLE PLATE NAILING FASTENING ?LAN SHEAR WAL J. PLY AT K'G/SILL PANELS n L11.V ,,8" MIN. TYPICAL OPENING STRAPPING DETAIL C-7 NO SCALE l S D I CORNER WHERE OCCURS (5) 16d NAILS AT LAPPED CORNERS, TYP-ti S SDI AS --- TI ---IT-- DISTANCE FROM CENTER OF CONCRETE ANCHOR TO FACE OF POST CONCRETE ANCHOR TYPE HOLDOWN MINIMUM FASTENERS STEM ATPOST WALL WIDTH SINGLE POUR CONDITION TWO POUR CONDITION HDU2 DBL 2X 1 5/16" SST816 GAP BE 11 I°I 1°1 F.N. PER SHEAR 1 5/16" SSTB20 REQ'D. BY I I I I I II II WALL SCHED. I LOAD TYPE " MIN. I°I I° I II (I AND SPACING CLIP SPACING IJ I I I I I I I E.N. PER SHEAR 12d ®7" O.C. Sd ®6" O.C. I1 I I I I WALL SCHED. AB ® N-9" O.C. AS REQ'D. IJ°I I I EDGES, TYP. 1 J I I I I I COMPRESSION 8d ® 4" O.C. 8d ® 12" O.C. I I 1 I I POST AS REQ'D AB ® V-9 SHEAR PLY PER HD SCHED. A. 2X MUDSILL PER SHEAR 8d ®4" O.C. 8d ®12" O.C. RBC AT V-101" -0 A35 AT 1� 8„ O.C. O.C. I I I WALL SCHED. I°I I°I --\,,, AB ®1'-3" O.C. 1 3TUD I°I 11 I I I I I 1 J Q 2X MUDSILL 11 ---USES 3X STUD AT J A35 AT V-5" O.C. RBC AT 10" O.C. 490 11 I ABUTTING PANEL II IJ EDGES WHERE I° H.D. MUDSILL 12d 0 3" O.C. PER II II REQ'D PER SHEAR II I PER 640 L SCHED. IJ 1 WALL SCHEDULE 1 11 SCHED I - ) �l -�TT ii i II ii II II I I II --1-1 - - U_ 11 I- - - LL I I I 11 1 I I SILL PLATE AND A.B. COUPLER NUT SIZE/SPACING PER SCHED. AS REQUIRED 17" 1 FOUNDATION PER PLAN ---Z MAX NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYPICAL SHEAR WALL ELEVATION NO SCALE 4 SDI [-AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2" DIAMETER TITEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 3/4" MINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8" MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO DRILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS 2" MAX 4'-0" MAX AT (3) STORY AND TALLER 1 1MIN 6'-0" MAX AT 1 AND 2 STORY[-SILL PT DF -L (SEE SHEAR WALL SCHED.) I I I 7" MINPLATE WASHER I I U ' 3"X 3" X .229", TYP FIJI MASA/MASAP ANCHOR OPTION PER NOTE 4 1/2- DIA AB WITH 2" HOOK, TYP FNDN PER PLAN GENERAL NOTES: 1.) SILL PLATE SHALL BE 2X PT DF -L UNLESS NOTED OTHERWISE IN SHEAR WALL SCHEDULE. 2.) PROVIDE (2) BOLTS MIN PER SILL PLATE. 3.) DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. 4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF ANCHOR BOLTS. 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2" OR LESS FROM THE INSIDE FACE OF SHEATHING. TYPICAL FNDN ANCHOR BOLT DETAIL 3 NO SCALE SDI HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) SIMPSON" MINIMUM HOLDOWN HOLDOWN MODEL POST NUMBER SIZE DISTANCE FROM CENTER OF CONCRETE ANCHOR TO FACE OF POST CONCRETE ANCHOR TYPE HOLDOWN MINIMUM FASTENERS STEM ATPOST WALL WIDTH SINGLE POUR CONDITION TWO POUR CONDITION HDU2 DBL 2X 1 5/16" SST816 SSTB20 6 SCREWS 6" HDU4 DBL 2X 1 5/16" SSTB20 SSTB24 10 SCREWS 6" GENERAL NOTES: 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2.) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. TYPICAL HOLDOWN SCHEDULE 2 NO SCALE r ERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE .' 13 4V SDI o, SWISS/0/' C. Doti F� rn It - 0 6 88�z * 0 18 JT CIVI\Q gTFOF CA��F �`� t01006 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS j. S� M $'iUCTURAL�DESIG ' 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com Q w O Q J U a U Lr) 2 ^U N W U �o p[ o noo �- a V) a J J Q U >=H REVISIONS: GENERAL NOTES: - 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN DATE: 06/27/16 COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, SCALE: NTS 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX DRAWN BY: ACJ 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. -- - 4.) AT SHEAR WALL TYPES "4% "3", AND "2" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND JOB NUMBER: 16-241 STAGGER NAILING. 5.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. SHEET: i TYPICAL SHEAR WALL SCHEDULE I NO SCALE STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM SHEAR WALL LEGEND N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON" ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CLIP SPACING (PLF) 6 2X MUDSILL 12d ®7" O.C. Sd ®6" O.C. 8d ®12" O.C. A35 AT 2�-8p O.C. RBC AT 1 -8 O.C. 260 AB ® N-9" O.C. A4* 2X MUDSILL 12d ® 5" O.C. 8d ® 4" O.C. 8d ® 12" O.C. A35 AT 1-8p O.C. 1 -2 O.C. 350 AB ® V-9 A. 2X MUDSILL 12d ®5" O.C. 8d ®4" O.C. 8d ®12" O.C. RBC AT V-101" -0 A35 AT 1� 8„ O.C. O.C. 380 AB ®1'-3" O.C. Q 2X MUDSILL 12d ®4" O.C. 8d ®3" O.C. 8d 12" O.C. A35 AT V-5" O.C. RBC AT 10" O.C. 490 AB ®1'-0" O.C. Q3X MUDSILL 12d 0 3" O.C. 8d 0 2" O.C. 8d 0 12" O.C. A35 AT 1'-0" O.C. RBC AT 8 O.C. 640 AB 0 V-9" O.C. o, SWISS/0/' C. Doti F� rn It - 0 6 88�z * 0 18 JT CIVI\Q gTFOF CA��F �`� t01006 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS j. S� M $'iUCTURAL�DESIG ' 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com Q w O Q J U a U Lr) 2 ^U N W U �o p[ o noo �- a V) a J J Q U >=H REVISIONS: GENERAL NOTES: - 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN DATE: 06/27/16 COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, SCALE: NTS 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX DRAWN BY: ACJ 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. -- - 4.) AT SHEAR WALL TYPES "4% "3", AND "2" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND JOB NUMBER: 16-241 STAGGER NAILING. 5.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. SHEET: i TYPICAL SHEAR WALL SCHEDULE I NO SCALE NOTES: RESTRAINED WALL P.T. DF SILL AND A.B. PER 3/SD1 STEM WALL TO SLAB AS SHOWN ABOVE.. WALL FRAMING PER PLAN T B D ASV ASH SLAB STEP AS REQ'D AT 6" 2'-6" 2'-0" #4 AT 18" #4 AT 16" 4'-0" DOOR WHERE OCCURS 1'-6" #4 AT 24" SHEAR PER PLAN 3'-0" 6" 1'-0" LAP VERTICAL BARS #4 AT 16" UNDER BEHIND WALLS AND FOOTINGS TO PREVENT BUILD-UP OF WATER. /2'-0" AT SLAB DIAMETERS U.N.O. TYPICAL GARAGE RETAINING WALL SCHED. 11 NO SCALE REINFORCING, 4'-0" GIRDER PER PLAN fc'= 2.5 KSI CAST -IN-PLACE CONCRETE "T" E.N .--,., WHERE OCCURS WHERE REINFORCING BLOCK SOLID AT POSTS, fy= 60 KSIWALL WITH THICKNESS ULTIPLE STUDS, AND HOLDOWNS E.N DOES NOT ALIGN HANGER AS REQ' 18" MIN. PER SCHEDULE BELOW 8" MIN. SLOPE FINISHED A35 CLIP PER SHEAR WALL SCHED. 4�:ZOTHERWISE #4 DOWEL AT "ASV" SPACING 4'-0" O.C., TYP. 12" MIN. 6" MIN. (3) 8d TOENAIL PER F.J./BLOCK 12" TAIL, TYP---.:. FROM FOUNDATION •r r ABOVE, TYPE MIN PER SWS-- SHORE WALL UN11L PT DF SILL AND AB PER 3/SD1 °- O 'o o- O• 00.0.00 SLAB CONCRETE �.O °.O.O °.G " w 4 SLAB BY E.N. REACHES 75% STRENGTH = "ASH" PER OTHERS WITH N 2 • SCHED. #4 AT 24 O.C. x AWAY FROM FND. 8" MIN. 8'-0" MIN. E.W. AT SLAB w FNDN PER 1/SD2 = "ASV" PER SCHED. 9r-,° CENTER LINE a W I COMPACTED WALL SHALL BE FRAMED WITH ° OD�GRAVELRSAND� a • =III w I BACKFILL 0 boo. r - FINISH GRADE _ ((_ w HEIGHT > 1'-6" o WATERPROOFING 3" o O°:o AND DRAINAGE ;7BY 00 O o° n OTHERS 8" (2) #4 CONT. �#4 CONT. 3" CLR 3" CLR *"B" PER SCHED.—* NOTES: RESTRAINED WALL FOOTING SCHEDULE STEM WALL TO SLAB AS SHOWN ABOVE.. H T B D ASV ASH 6'-0" 6" 2'-6" 2'-0" #4 AT 18" #4 AT 16" 4'-0" 6" 2'-0" 1'-6" #4 AT 24" #4 AT 16- 3'-0" 6" 1'-0" 1'-0" #4 AT 24" #4 AT 16" NOTES: 1.) ALL GARAGE STEM WALLS MUST HAVE #4 DOWELS AT "ASV" SPACING FROM STEM WALL TO SLAB AS SHOWN ABOVE.. PLAN WITH A307 THREADED ROD 2.) ENTIRE GARAGE SLAB BY OTHERS MUST HAVE #4 BARS AT 24" O.C. EACH WAY MINIMUM AT MID -DEPTH OF SLAB. CNW AT THREADED ROD SPLICES 3.) WATERPROOFING AND DRAINAGE BY OTHERS. AND CONN. TO FNDN. ANCHOR 4.) FOOTING TRENCHES SHALL BE CLEAN AND LEVEL AND FOOTING SHALL BEAR ON UNDISTURBED NATURAL SOIL. SOLE NAILING PER SWS 5.) FOUNDATION MAY NOT PERFORM AS INTENDED AND MAY FAIL UNLESS STRICT ADHERENCE IS MAINTAINED IN ALL ASPECTS OF DETAIL REQUIREMENTS. NAILING PER PLAN 6.) PROPER CARE MUST BE TAKEN TO DRAIN WATER UNDER BEHIND WALLS AND FOOTINGS TO PREVENT BUILD-UP OF WATER. 7.) MINIMUM REBAR SPLICE LAP LENGTH IS (80) BAR DIAMETERS U.N.O. TYPICAL GARAGE RETAINING WALL SCHED. 11 NO SCALE SD2 NOTE: WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS. ,WALL FRAMING PER PLAN SOLE NAILING PER 1 /SD1 3X PT SILL RIPPED TO WIDTH OF STEM WALL WITH ANCHOR BOLTS PER 3/SD1 AND 1" MAX DEPTH NOTCH FLOOR PLY AND NAILING PER PLAN FJ PER PLAN OR SOLID BLOCKING AT 24" O.C. AT PARALLEL JOIST CONDITION 10C TF HGR METAL FLASHING FOUNDATION DETAIL NO SCALE -SHEAR PER PLAN WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS PER ARCH �jk `E.N. SLAB -ON -GRADE PER PLAN FNDN WALL PER 1 /SD2 10 SD2 W=2XD3 3'-0" MIN. LAP (60) BAR DIAMETERS T. REINF, (TOP AND BOTT) LAP (60) BAR DIAMETERS ` LARGER OF D1 OR D2 MINIMUM 3" MIN. CLEAR T. REINF, (TOP AND BOTT) TYPICAL STEPPED FOOTING ELEVATION 9 NO SCALE SD2 PROVIDE 6" MIN WIDTH STEM BEYOND PER 7/SD2 WITH #4 TOP HOOKED AT EACH END AND #4 VERT 1/2" LIP AT GARAGE 12" OC, (3) MIN PER WALL SEGMENT DOOR OPENING WHERE REQUIRED 1/2- ISOLATION JOINT 1/2 ISOLATION PAVEMENT ANDSLOPE _ JOINT BEYOND ELEV. PER ARCH jk SUBGRADE BY OTHERS 11(7 r� i • "iff--CONCRETE SLAB -ON -GRADE NATURAL ° PER PLAN. SLOPE PER GRADE LINE oQa ° o �° ARCH Or 12" MIN 1 1/2 (2) LAYERS OF CLR •• BUILDING PAPER 3" CLR (2) #4 TOP AND BOTT, CONT THIS LINE 12" 11 TYP GARAGE DOOR OPENING FNDN DTL NO SCALE WALL FRAMING PER PLAN SHEAR PER PLAN PT DF SILL AND AB PER 3 SD1 WHERE OCCURS - / 1/2" ISOLATION JOINT CONCRETE SLAB -ON -GRADE EN PER PLAN. SLOPE PER ARCH 6" MIN I i ELEV. PER ARCH SLOPE GRADE 8" MIN II AWAY FROM FNDN • - 0 00_ ao #4 AT 24" OC VERT, #4 11T I ° AT 18" OC HORIZ, WHERE 12" MIN STEM WALL HEIGHT > V-6" #4 CONT TOP AND BOTT R 3" CLR, TYP " `SPREAD FOOTING PER 12 PLAN WHERE OCCURS NOTE: SEE HOLDOWN SCHEDULE FOR ADDITIONAL STEM WALL WIDTH REQUIREMENTS AT CONTINUOUS FOOTINGS SUPPORTING SHEAR WALLS. TYP EXTERIOR GARAGE WALL FNDN DETAIL 7 NO SCALE SD2 FLOOR PLY AND NAILING PER PLAN SOLID BLOCK---, GIRDER PER PLAN WITH BC POST CAP AT POSTS 4X6 POST WITH (4) 16d TOENAILS TO PIER T "WETSET" PRECAST CONC. PIER, T a OR CONCRETE FILLED CMU BLOCK a� FLOOR JOISTS PER PLAN LAP 6" ON CENTERLINE OF GIRDER WITH (4) 16d CLINCHED 3) 8d TOENAILS PER FJ z z 00 It a 3" CLR. PER PLAN TYPICAL INTERIOR FOUNDATION DETAIL 6 NO SCALE SD2 BLOCK POST IN PLACE 12" SQ. CAST PIER WITH (4) #4 BARS -I Jud POST ABOVE PER PLAN - 1/2" DIA. DOWEL AT POST SPLICE OVERDRILL TOP POST FOR PLACEMENT 4X4 POST W/CB z a 00 A � 00 I I ' REINF PER PLAN TYPICAL INTERIOR FOOTING DETAIL NO SCALE WHERE FOUNDATIONS CANNOT BE EXCAVATED TO FULL REQUIRED DEPTH, PINNING SHALL BE REQUIRED. FOUNDATION PINNING DETAIL NO SCALE CLR. PINNING REQUIREMENTS 5 SD2 1. PROVIDE #5 DOWELS AT 4'-0" MAXIMUM SPACING, WITH (4) MINIMUM PER FOOTING. 2. DRILL 3/4" DIAM. HOLE 1" DEEPER THAN REQUIRED EMBEDMENT, AND BLOW ANY LOOSE MATERIAL FROM HOLE PRIOR TO FILLING WITH EPDXY. 3. OBTAIN SPECIAL INSPECTION AS REQUIRED PRIOR TO DOWEL PLACEMENT. 4. EMBED DOWELS 8" IN SOLID ROCK AND SIMPSON SET EPDXY BY TWISTING THE DOWEL TO COMPLETELY ENCASE THE DOWEL IN EPDXY. Q SOLE NAILING PER 1 /SD1 FLOOR JOISTS PER PLAN WITH 6" LAP E.N. CENTERED ON PLATE OR BLOCKING, TYP.- A35 YP.- A35 CLIP AT 4'-0" O.C! FRAMING TO MATCH WALL ABV. PT DF SILL AND AB PER 3/SD1- WALL FRAMING PER PLAN FLOOR PLY AND NAILING PER PLAN BLOCK SOLID AT POSTS, MULTIPLE STUDS, AND HOLDOWNS .ID BLOCK PLATE PER 6/SD1 • 6" MIN. Co 12" (1) STORY Z 1 —7111 l #4 AT 24„ O.C. VERT, � -I 1-::111111._.._.. -= .. _ #4 AT 18 O.C. HOR, 00 3" CLR. WHERE STEMWALL HEIGHT > V-6" 12" (1) STORY #4 CONT. TOP AND (2) #4 CONT. BOT. TYPICAL INTERIOR FOUNDATION DETAIL 3 NO SCALE LSD HOLD DOWN WHERE OCCURS PER WALL FRAMING PER PLAN, TYP PLAN WITH A307 THREADED ROD TO MATCH SSTB DIA. AND SIMPSON CNW AT THREADED ROD SPLICES PLYWOOD AND AND CONN. TO FNDN. ANCHOR NAILING PER PLAN SHEAR PER PLAN - SOLE NAILING PER SWS FLOOR PLY AND I NAILING PER PLAN SOLE NAILING PER SWS ' DIRECTION. SOLID BLOCK AT 2'-0" FJ PER PLAN OR BLOCK AT 24" E.NN - O.C. AT PARALLEL FJ CONDITION. 2X CONT. RIM GIRDER PER PLAN 2" MIN. BEARING, TYP E.N .--,., WHERE OCCURS BLOCK SOLID AT POSTS, E N MULTIPLE STUDS AND HOLDOWNS GH GIRDER ULTIPLE STUDS, AND HOLDOWNS E.N HANGER AS REQ' 18" MIN. 8" MIN. SLOPE FINISHED A35 CLIP PER SHEAR WALL SCHED. 4�:ZOTHERWISE 4'-0" O.C., TYP. 12" MIN. 6" MIN. (3) 8d TOENAIL PER F.J./BLOCK SHEAR TO MATCH WALL "6" FROM FOUNDATION TOP PLATE PER 6/SD1 ABOVE, TYPE MIN PER SWS-- PT DF SILL AND AB PER 3/SD1 FRAMING TO MATCH WALL ABV. E.N. SLOPE GRADE AWAY FROM FND. 8" MIN. 18" MIN. CLR. TO FLOOR JOISTS FNDN PER 1/SD2 = NOTE: WHERE CRIPPLE STUD LENGTH IS LESS THAN 14", CRIPPLE WALL SHALL BE FRAMED WITH SOLID BLOCKING. TYPICAL FOUNDATION CRIPPLE WALL DTL I L d�— :SD2 PERMifi # - ___._ BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATEJl -6- BY WALL FRAMING PER PLAN PT DF SILL AND AB PER 3/SDI —SHEAR PER PLAN PLYWOOD AND NAILING PER PLAN SOLE NAILING PER SWS E.N. FLOOR JOIST PER PLAN EITHER DIRECTION. SOLID BLOCK AT 2'-0" O.C. AT PARALLEL CONDITION 2X CONT. RIM GIRDER PER PLAN BLOCK SOLID AT POSTS WHERE OCCURS E N MULTIPLE STUDS AND HOLDOWNS GH GIRDER HANGER AS REQ' 18" MIN. 8" MIN. SLOPE FINISHED GRADE AWAY 12" MIN. 6" MIN. FROM FOUNDATION #4 AT 24" O.C. VERT, = N #4 AT 18" O.C. HOR, - r - WHERE STEMWALL HEIGHT > 1'-6" 3" CLR.r 12" (1) STORY TYPICAL FOUNDATION DETAIL NO SCALE CONT. TOP AND BOT. 1 SD2 oQ�OFC. ESSIONgI �z �un � Q N 69 88, * 0 8 c w �-9TFOF CALF IO10 06 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS x 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W 0Q U O Lr)U In U :D N Lu U ~ � I) D ar- N001 Q U CD 0 Q V) Q J Q U CL REVISIONS: DATE: 06/27/16 SCALE: NTS DRAWN BY: ACJ JOB NUMBER: 16-241 SHEET: SD2 NOTE: PROVIDE 2" MINIMUM SIDE COVER FROM EACH EDGE OF COLUMN BASE TO EACH EDGE OF SLAB. COLUMN PER PLAN POST BASE PER PLAN, SLAB -ON -GRADE— CENTERED ON FOOTING PER PLAN = BELOW REINF. PER PLAN TYPICAL POST FOUNDATION DETAIL NO SCALE TRUSS BY 0TH SHEAR PER PLAN, TYPE "6" MIN - PER SWS, U.N.O. WATERPROOFING ANDTS18 STRAP AT DRAINAGE BY OTHERS 48" O.C. TO �� WALL FRAMING ROOF PLY AND E.N. NAILING PER PLAN, TYP 2X SOLID BLOCKS RAFTER PER PLAN IN LU HANGER, TYP. BALLOON STUDS CONT. 2X LEDGER W/(3) AT 16" O.C. U.N.O. 16d PER WALL STUD OR HEADER WHERE OCCURS NOTE: STRAP ACROSS LEDGER DISCONTINUITIES WITH ST6224 STRAP. TYPICAL LEDGER DETAIL NO SCALE 9 SD3 1/2 STRAP LENGTH TOP PLATE PER 6/SD1 rik PER ARCH —+ —+ - E.N. RAKED PLATE I+I TYP WHERE OCCURS. II II -" CS16 X 2X BLOCK 1+I 7p-0" FLAT, TYP LENGTH + _+ + - E.N. TYP TOP PLATE I +I PER 6/SD1 I II II II WALL FRAMING PER PLAN, TYP- I+I I+I II II SHEAR PLY PER PLAN, OTHERWISE PROVIDE 3/8" MIN APA RATED CORNER WHERE OCCURS - PLY WITH 8d NAILS AT 6" O.C. EDGES AND 12" O.C. FIELD TYPICAL OFFSET TOP PLATE DETAIL C-8 NO SCALE SHEAR PLY PER SHEAR WALL SCHEDULE TYPE "6" AT HEADER, TYPE OVERHANG SHEAR TRANSFER DETAIL NO SCALE 10 SD3 HEADER PER PLAN CS16 STRAP TOP PER ROOF PLY AND EN —+ SHEAR PLY AND NAILING PER PLAN + +— ± —+ EN 1 t - EN, NAILING PER PLAN ADDED H2.5T EA. --TT— RBC CLIP PER SHEAR T-1— TRUSS AND (2) AT TYP WALL SCHEDULE, +I MULTI -PLY + I I OTHERWISE 4'-0" O.C., TYP TRUSSES, WHERE DISCONTINUOUS ---I-I ---I E.N. TRUSS DF#2 X 10' LENGTH, OCCURS SOLID BLOCK SOLID BLOCK WITH �12d AT 16" O.C. + WITH 12d AT 16" O.C. H2.5T EA. TRUSS I+I I TYP. AND (2) AT BLOCKS FOR 10' I I I I I MULTI -PLY TRUSSES E.N. E.N. H2.5T EA. TRUSS —_ 1/2- RATED (32/16) SEN, TYP AND (2) AT SOLID BLOCKING SHEATHING WITH 8d AT 6" MULTI -PLY TRUSSES O.C. E.N. AND 12" O.C. F.N. BEAM PER PLAN I I DBL TOP PLATE o- x OLq SHEAR PER PLAN - PER 6/SD1 OVERHANG SHEAR TRANSFER DETAIL NO SCALE 10 SD3 HEADER PER PLAN CS16 STRAP TOP PER PLATE 6/SD1 EN —+ SHEAR PLY AND NAILING PER PLAN + +— ± —+ EN 1 t - EN, AND SINGLE -PLY --TT— T-1— —n ---T TYP +I I + I I 1+I ---I-I ---I TRUSS ADD 2X4 DF#2 X 10' LENGTH, DRAG TRUSS 4X6 BLK'G + PER PLAN I + I I+I I TYP. BLOCKS FOR 10' I I I I I BY OTHERS, TYP LENGTH TO BOTTOM —_ SEN, TYP I+ EAVE CONN. PER 2'-0" MIN (I I I I o- x OLq 1 /SD3, TYP I+ I I I Mo MIN PER BLOCK ooh + I HOLDOWN U_ TRIMMERS I I+ POST PER PLAN = J 3 ¢ PER PLAN I I =ma w CLIP & QUA STRAP PER 70 KINGS/HOLDOWN POST PER PLAN SHEAR WALL WIDTH TYPICAL SHEAR WALL PORTAL DETAIL NO SCALE SD3 0 DRAG STRAP ROOF PLY. & OVER 2X BLOCK NAILING PER PLAN WHERE OCCURS �E•N•� CLIP & SPACING I PLAN/SHEAR WAL AT 3" WIDE STRAP SCHEDULE AND SINGLE -PLY DRAG TRUSS, OR AT OFFSET DRAG TRUSS ADD 2X4 DF#2 X 10' LENGTH, DRAG TRUSS OR 2X4 DF#2 PER PLAN PERP. TRUSS BLOCKS FOR 10' BY OTHERS, TYP LENGTH TO BOTTOM CHORD OF DRAG EAVE CONN. PER TRUSS WITH (2) 16d 1 /SD3, TYP AT 12" O.C.,_ (4) MIN PER BLOCK + + OFFSET DI CLIP & STRAP PER PLAN/SI PLAN TOP PLATE PER 6/SD1 OR BEAM PER PLAN WHERE OCCURS 1 2 STRAP LENGTH WALL FRAMING POST PER PLAN PER PLAN, TYP WHERE OCCURS TYPICAL DRAG TRUSS DETAIL NO SCALE BOTTOM CHORD OF TRUSS BY OTHERS\ SIMPSON STC CLIP AT EACH TRUSS __--1 /2" GAP 6 SD3 INTERIOR DRAG TRUSS DETAIL NO SCALE ROOF PLY AND NAILING PER PLAN 1'-0" MAX 2'-0" .N. FASCIA BY OTHERS E.N!; O.C., -_ND 3) 16d TOENAILS E.N. 2X6 FLAT NON-BEARING WALL OUTLOOKER AT NOTE: 24" O.C., NOTCH CONTRACTOR SHALL VERIFY NOTCH TOP CHORD TO 1 DEPTH AND LOCATION WITH TRUSS SEAT OUTLOOKER MFR. PRIOR TO CUTTING. 1 WALL PERPENDICULAR TO TRUSS GABLE END ADD 2X4 FLAT TO TRUSS BY OTHERS BRACES LONGER SHEAR ENTIRE WALL THAN 6'-0" WITH SIMPSON DTC PER SWS TYPE "6" 16d AT 12" O.C. CLIP AT 2X6 BRACE AT EACH TRUSS -7A35 CLIP PER SHEAR WALL SCHEDULE, OTHERWISE 4'-0" O.C. WITH 4'-0" O.C., TYP. (5) 16d NAILS EACH END AP 12" GPROVIDE GAP BETWEEN PANELS • / TRUSS BY AS REQ'D. BY MFR., 1/8" MIN. L ' OTHERS, TYPE N TYP 2X BLOCKING AT 4'-0" O.C., NON-BEARING WALL 2X4 BLOCK AT 4'-0" O.C. DBL TOP PLATE T&B, (3) 12d T.N. EA. END WITH (2) 16d EACH END PER 6/SD1 \(3) 16d T.N. EA BLOCK SHEAR ENTIRE WALL WALL FRAMING PER PLAN WALL PARALLEL TO TRUSS PER SWS TYPE " s" - NOTE: ALL WALL PLATE HEIGHTS ARE PER ARCHITECTURAL DRAWINGS, TYPICAL. TYPICAL NON-BEARING WALL DETAIL 5 TYPICAL GABLE END TRUSS DETAIL 2 NO SCALE SD3 NO SCALE SD3 PROVIDE GAP BETWEEN t� PANELS AS REQ'D. BY PERMIT MFR., 1/8" MIN. BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR ROOF PLY AND CODE COMPLIANCE NAILING PER PLAN g DATEBY r 2X4 OVERFRAMING ROOF PLY AND AT 24" O.C. o NAILING PER PLAN RBC CLIP PER SHEAR WALL SCHEDULE, ROOF TRUSSES (3) 16d OTHERWISE 4'-0" O.C., TYP. BY OTHERS TOENAILS, ROOF PLY TOP AND NAILING PER PLAN 2X4 WITH E.N� 16d NAILS SOLID BLOCKING E.N. PLY AT AT 12" SLEEPER, O.C., TYP H2.5T EA. TRUSS NP AND (2) AT MULTI -PLY TRUSSES T T T T T T E.N. FASCIA BY OTHERS TOP PLATE PER 6/SD1 2X SLEEPER SHEAR PER PLAN WITH (3) 16d RAFTER OR NAILS AT EA TRUSS PER WALL FRAMING PER PLAN RAFTER OR TRUSS PLAN, TYP 2X4 VERT. AT 24" O.C. WITH (4) 16d NOTE: ALL WALL PLATE HEIGHTS ARE TOP AND (2) 16d PER ARCHITECTURAL DRAWINGS, TYPICAL. TOENAILS BOTT., TYP TYPICAL OVERFRAMING DETAIL 4 TYPICAL EAVE DETAIL 1 NO SCALE SD3 NO SCALE SD3 oQ oESS/o/V C ✓O F QN 69 8� 8 � gTFOF CAO (0103 Ilb THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com I=— Uj a J U O Or. Lr)U Ln U f*4LU >-> U ~ � 0 QU 00 a con >a J Q U REVISIONS: DATE: 06/27/16 SCALE: NTS DRAWN BY: ACJ JOB NUMBER: 16-241 SHEET: TITLE 24 MANDATORY MEA5URF-5 6-7 BUILDING ENVELOPE MEASURES I. DOORS AND WINDOWS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SHALL BE MANUFACTURED TO LIMIT AIR LEAKAGE. 2. FENESTRATION PRODUCTS (EXCEPT FIELD -FABRICATED WINDOW5) SHALL HAVE A LABEL LISTING THE CERTIFIED U -FACTOR, CERTIFIED SOLAR HEAT GAIN COEFFICIENT (SHGG), AND INFILTRATION THAT MEETS THE REQUIREMENTS OF §I0 -I11(0). 3. EXTERIOR DOORS AND WINDOWS SHALL BE WEATHER-STRIPPED; ALL JOINTS AND PENETRATIONS CAULKED AND SEALED. 4. INSULATION SPECIFIED OR INSTALLED SHALL MEET 5TANDARD5 FOR IN5ULATINO MATERIAL. INDICATE TYPE AND INCLUDE ON GF -6R FORM. 5. THE THERMAL EMITTANGE AND 50LAR REFLECTANCE VALUES OF THE COOL ROOFING MATERIAL MEETS THE REQUIREMENT5 OF §110.8(1) WHEN THE INSTALLATION OF A COOL ROOF IS SPECIFIED ON THE GF -IR FORM 6. A RADIANT BARRIER SHALL HAVE AN EMITTANGE OF 0.05 OR LF -55 WHEN THE INSTALLATION OF A RADIANT BARRIER IS 5PEGIFIED ON THE GFIR. 7. LOOSE FILL INSULATION SHALL CONFORM WITH MANUFACTURER'S INSTALLED DESIGN LABELED R -VALUE E I REPLACZ5 DECOR,AT I VE OA5 APPLIANCES AND GA5 LOG ME,A5URE5 : I. MASONRY OR FACTORY -BUILT FIREPLACES SHALL HAVE A OL05ABLE METAL OR GLASS DOOR COVERING THE ENTIRE OPENING OF THE FIREBOX. 2. MASONRY OR FACTORY -BUILT FIREPLACES SHALL HAVE A COMBUSTION OUT5IDE AIR INTAKE, WHICH IS AT LEAST SIX SQUARE INCHES IN AREA AND 15 EQUIPPED w/ A READILY ACCESSIBLE, OPERABLE, AND TIGHT -FITTING DAMPER AND OR A COMBUSTION -AIR CONTROL DEVICE. 3. MASONRY OR FACTORY -BUILT FIREPLACES HAVE A FLUE DAMPER WITH A READILY ACCESSIBLE CONTROL. 4. CONTINUOUS BURNING PILOT LIGHTS AND THE USE OF INDOOR AIR FOR COOLING A FIREBOX JACKET, WHEN THAT INDOOR AIR IS VENTED TO THE OUTSIDE OF THE BUILDING, ARE PROHIBITED. SPACE GOND I TI ON I NG WATER HEATI NC AND PLUMBING SYSTEM MEA51UIRE5 I. HVAC EQUIPMENT, WATER HEATERS, SHOWERHEADS, FAUCETS AND ALL OTHER REGULATED APPLIANCES SHALL BE CERTIFIED BY THE ENERGY COMMISSION. 2. WATER HEATER RECIRCULATION LOOPS SERVING MULTIPLE UNITS MEET THE AIR RELEASE VALVE, BACKFLOW PREVENTION, PUMP ISOLATION VALVE, AND RECIRCULATION LOOP CONNECTION REQUIREMENTS. 5. CONTINUOUSLY BURNING PILOT LIGHTS ARE PROHIBITED FOR NATURAL GAS: FAN -TYPE CENTRAL FURNACES, HOUSEHOLD COOKING APPLIANCES (APPLIANCES WOUT AN ELECTRICAL SUPPLY VOLTAGE CONNECTION w/ PILOT LIGHTS THAT CONSUME LESS THAN 150 Btu/hr ARE EXEMPT), AND POOL AND SPA HEATERS. 4. HEATING AND/OR COOLING LOADS SHALL BE CALCULATED IN ACCORDANCE w/ A5HRAE, 5MAGNA OR ALGA. 5. INSTALLED AIR CONDITIONER AND HEAT PUMP OUTDOOR CONDEN51NO UNITS SHALL HAVE A CLEARANCE OF AT LEAST 5' FROM THE OUTLET OF ANY DRYER VENT. 6. HEATING 5Y5TEM5 SHALL BE EQUIPPED w/ THERM05TAT5 THAT MEET THE SETBACK REQUIREMENTS OF SECTION 110.2(G). 7. STORAGE GAS WATER HEATERS RATED w/ AN ENERGY FACTOR NO GREATER THAN THE FEDERAL MINIMAL STANDARD SHALL BE EXTERNALLY WRAPPED W/ INSULATION HAVING AN INSTALLED THERMAL RESISTANCE OF R-12 OR GREATER. 8. UNFIRED HOT WATER TANKS, SUCH AS STORAGE TANKS AND BACKUP STORAGE TANKS FOR SOLAR WATER -HEATING SYSTEMS, HAVE R-12 EXTERNAL INSULATION OR R-16 INTERNAL INSULATION R -VALUE IS INDICATED ON THE EXTERIOR OF THE TANK. a. FIRST 5 FT. OF HOT AND GOLD WATER PIPES CLOSEST TO WATER HEATER TANK, ALL PIPING WITH A NOMINAL DIAMETER OF 4" OR LARGER, ALL PIPING ASSOCIATED w/ A DOMESTIC HOT WATER RECIRCULATION SYSTEM REGARDLESS OF THE PIPE DIAMETER, PIPINO FROM THE HEATING SOURCE TO STORAGE TANKS, PIPING BURIED BELOW GRADE, AND ALL HOT WATER PIPES FROM, THE HEATING SOURCE TO KITCHEN FIXTURES MUST BE INSULATED ACCORDING TO THE REQUIREMENTS TABLE 120.3-A. 10. ALL DOMESTIC HOT WATER PIPES THAT ARE BURIED BELOW GRADE MUST BE INSTALLED IN A WATER PROOF AND NDN -CRUSHABLE CASING OR SLEEVE THAT ALLOWS FOR INSTALLATION, REMOVAL, AND REPLACEMENT OF THE ENCLOSED PIPE AND INSULATION. 11. PIPE FOR GOOLINO SYSTEM LINES SHALL BE INSULATED AS SPECIFIED IN §150.0(j)2A. PIPING INSULATION FOR STEAM AND HYDRONIG HEATING SYSTEMS OR HOT WATER SYSTEMS WITH PRESSURE >15 psig SHALL MEET THE REQUIREMENTS IN TABLE 120.3-A. 12. INSULATION SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT DUE TO 5UNLIOHT, MOISTURE, EQUIPMENT MAINTENANCE, AND WIND. 15. INSULATION EXPOSED TO WEATHER SHALL EITHER BE RATED FOR OUTDOOR USE OR INSTALLED WITH A COVER SUITABLE FOR OUTDOOR SERVICE. 14. INSULATION FOR CHILLED WATER PIPING AND REFRIGERANT SUCTION LINES SHALL INCLUDE A VAPOR RETARDANT OR BE ENCLOSED ENTIRELY IN CONDITIONED SPACE. 15. SYSTEMS U51NO GAS OR PROPANE WATER HEATERS TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE: A 120V ELECTRICAL RECEPTACLE WITHIN 3' OF THE WATER HEATER; A CATEGORY III OR IV VENT, OR A TYPE B VENT WITH A STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER HEATER IS INSTALLED; A CONDENSATE DRAIN THAT IS NOT MORE THAT 2" HIGHER THAT THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP A551STANGE; AND A GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR- 16. RECIRCULATING LOOPS 5ERVIN5 MULTIPLE DWELLING UNITS SHALL MEET THE REQUIREMENTS OF §110.3(c)5 17. 50LAR WATER -HEATING SYSTEMS AND COLLECTORS SHALL BE CERTIFIED AND RATED BY THE SOLAR RATIN65 AND CERTIFICATION CORPORATION OR BY A TESTING AGENCY APPROVED BY THE EXECUTIVE DIRECTOR. DUCTS AND FAN MEA5URE5: 1. ALL AIR-D15TRIBUTION SYSTEM DUGT5 AND PLENUMS INSTALLED, ARE SEALED AND INSULATED TO MEET THE REQUIREMENT5 OF CMG SECTIONS 601, 602, 603, 604, 605 AND ANSI/511MAGNA-006-2006 HVAC DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE 3rd ADDITION. SUPPLY -AIR AND RETURN -AIR DUGT5 AND PLENUMS ARE INSULATED TO A MINIMUM INSTALLED LEVEL OF R-6.0 OR ENCLOSED ENTIRELY IN CONDITIONED SPACE AS CONFIRMED THROUGH FIELD VERIFICATION AND DIAON05TIG TE5TING. CONNECTIONS OF METALS DUGT5 AND INNER GORE OF FLEXIBLE DUGT5 ARE MECHANICALLY FASTENED. OPENINGS SHALL BE SEALED w/ MASTIC, TAPE OR OTHER DUCT -CLOSURE SYSTEM THAT MEETS THE APPLICABLE REQUIREMENT5 OF UL -181, UL ISIA, OR UL ISIS OR AEROSOL SEALANT THAT MEETS THE REQUIREMENT5 OF UL 725. IF MASTIC OR TAPE 15 USED TO SEAL OPENING5 CSREATER THAN Y4 INCH, THE COMBINATION OF MASTIC AND EITHER MESH OR TAPE SHALL BE USED. FLEXIBLE DUCT OTHER THAN SEALED SHEET METAL DUCT BOARD OR 2. BUILDING CAVITIES, SUPPORT PLATFORMS FOR AIR HANDLERS, AND PLENUMS DEFINED OR GONSTRUGTED w/ MATERIALS O , SHALL NOT BE USED FOR CONVEYING CONDITIONED AIR. BUILDING CAVITIES AND SUPPORT PLATFORMS MAY CONTAIN DUCTS. DUCTS INSTALLED IN CAVITIES AND SUPPORT PLATFORMS SHALL NOT BE COMPRESSED TO CAUSE REDUCTIONS IN THE OR055-SECTIONAL AREA OF THE DUCTS. 3. FACTOR FABRICATED DUCT 5Y5TEM5 SHALL COMPLY W SPECIFIED FOR DUCT CONSTRUCTION, AND GL05URE5; JOINTS AND 5EAM5 OF DUCT 5Y5TEM5 AND THEIR COMPONENTS SHALL NOT BE SEALED W CLOTH BACK RUBBER ADHESIVE DUCT TAPES UNLE55 SUCH TAPE 15 USED IN COMBINATION w/ MASTIC AND DRAW BONDS. 4. FIELD FABRICATED DUCT SYSTEMS SHALL COMPLY w/ REQUIREMENTS FOR DUCT CONSTRUCTION, CONNECTIONS, AND CLOSURES, AND OTHER REQUIREMENT5 5PEGIFIED FOR DUCT CONSTRUCTION DUCT INSULATION R -VALUE RATING; DUCT INSULATION THICKNE55; AND DUCT LABELINO. 5. ALL FAN SY5TEM5 THAT EXCHANGE AIR BETWEEN ORIGINAL CONDITIONED SPACE AND THE OUTSIDE SHALL HAVE BACK DRAFT OR AUTOMATIC DAMPERS. 6. GRAVITY VENTILATING 5YSTEM5 SERVING CONDITIONED SPACE SHALL HAVE EITHER AUTOMATIC OR READILY ACCESSIBLE, MANUALLY OPERATED DAMPERS EXCEPT COMBUSTION INLET AND OUTLET AIR OPENINGS AND ELEVATOR SHAFT VENTS. 7. INSULATION SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT DUE TO SUNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE, AND WIND, BUT NOT LIMITED TO THE FOLLOWING; INSULATION THAT IS WATER PROTECTED AS ABOVE OR PAINTED W ITH A COATING T M INSULATION SHALL BE PR EXPOSED TO WEATHER SHALL BE SUITABLE FOR OUTDOOR SERVICE. CELLULAR FOA RETARDANT AND PROVIDES SHIELDING FROM SOLAR RADIATION THAT CAN CAUSE DEGRADATION OF THE MATERIAL. 8. FLEXIBLE DUGT5 CANNOT HAVE POROUS INNER GORES. a. WHEN SPACE CONDITIONING SYSTEMS USE FORGED AIR SYSTEMS TO SUPPLY CONDITIONED AIR TO AN OCCUPIABLE SPACE, THE DUCTS SHALL BE SEALED AND DUCT LEAKALE TESTED, AS CONFIRMED THROUGH FIELD VERIFICATION AND DIAGNOSTIC TESTING, IN ACCORDANCE WITH REFERENCE RESIDENTIAL APPENDIX RA5. 10. MECHANICAL SYSTEMS THAT SUPPLY AIR TO AN OCCUPIABLE SPACE THROUGH DUCTWORK EXCEEDING 10' IN LENGTH AND THROUGH A THERMAL CONDITIONING COMPONENT, EXCEPT EVAPORATIVE COOLERS, SHALL BE PROVIDED w/ AIR FILTERS DEVICES THAT MEET THE REQUIREMENTS OF §I50.0(m)12. Il. SPACE CONDITIONING 5Y5TEM5 THAT UTILIZE FORGED AIR DUGT5 TO SUPPLY COOLING TO AN OGGUPIABLE SPACE SHALL HAVE A HOLE FOR THE PLACEMENT OF A STATIC PRE55URE PROBE (HSPP), OR A PERMANENTLY INSTALLED STATIC, PRESSURE PROBE (PSPP) IN THE SUPPLY PLENUM. THE SPACE GONDITIONINO SYSTEM MUST ALSO DEMONSTRATE AIRFLOW :5 OS8 W/CFM AS CONFIRMED BY FIELD VERIFICATION AND DIAGNOSTIC TE5TINO, IN ACCORDANCE w/ REFERENCE RESIDENTIAL APPENDIX RA5. 12. ZONALLY CONTROLLED CENTRAL FORGED AIR COOLING SYSTEMS SHALL BE CAPABLE OF SIMULTANEOUSLY DELIVERING, IN EVERY ZONAL CONTROL MODE, AND AIRFLOW FROM THE DWELLINO, THROUGH AIR HANDLER FAN AND DELIVERED TO THE DWELLING, OF :5 350 GFM PER TON OF NOMINAL COOLINO CAPACITY, AND OPERATING AT AN AIR -HANDLING UNIT FAN EFFICACY OF 50.58 W/GFM AS CONFIRMED BY FIELD VERIFICATION AND DIAONOSTIC TESTINO, IN ACCORDANCE WITH REFERENCE APPENDIX RA3_ 15. ALL DWELLINO UNITS SHALL MEET THE REQUIREMENT5 OF A5HRAE STANDARD 62.2. NEITHER WINDOW OPERATION NOR CONTINUOUS OPERATION OF CENTRAL FORGED AIR SYSTEM AIR HANDLERS USED IN CENTRAL FAN INTEGRATED VENTILATION 5Y5TEM5 ARE PERMISSIBLE METHOD OF PROVIDING THE WHOLE BUILDING VENTILATION. 14. WHOLE BUILDING VENTILATION AIRFLOW SHALL BE CONFIRMED THROUGH FIELD VERIFICATION AND DIAGN05TIG TESTING, IN ACCORDANCE w/ REFERENCE RESIDENTIAL APPENDIX RA5.YAH RE5IDENTIAL LIGHTING MF_65URE5: I. INSTALLED LUMINARIES SHALL BE CLASSIFIED AS HIGH -EFFICACY OR LOW-EFFIGAGY FOR COMPLIANCE WITH §150.0(k) IN ACCORDANCE WITH TABLE 150.0-A OR TABLE 150.05, AS APPLICABLE. 2. WHEN A HIGH EFFICACY AND LOW EFFICACY LIOHTINO SYSTEM ARE COMBINED IN A SINGLE LUMINAIRE, EACH SYSTEM SHALL SEPARATELY COMPLY WITH THE APPLICABLE PROVISIONS OF §150.00. 3. THE WATTAGE AND CLASSIFICATION OF PERMANENTLY INSTALLED LUMINARIES IN RESIDENTIAL KITCHENS SHALL BE DETERMINED IN ACCORDANCE w/ §130.0(c). IN RESIDENTIAL KITCHENS, THE WATTAGE OF ELECTRICAL BOXES FINISHED w/ A BLANK COVER OR WHERE NO ELECTRICAL EQUIPMENT HAS BEEN INSTALLED, AND WHERE THE ELECTRICAL BOX CAN BE USED FOR A LUMINAIRE OR A SURFACE MOUNTED CEILING FAN, SHALL BE CALCULATED AS 180 WATTS OR LOW EFFICACY LIGHTING PER ELECTRICAL BOX. 4. BALLA5T5 FOR FLUORESCENT LAMPS RATED 15 WATTS OR GREATER SHALL BE ELECTRONIC AND SHALL HAVE AN OUTPUT FREQUENCY NO LESS THAN 20 kHz. 5. PERMANENTLY INSTALLED NIGHT LIGHTS AND NIGHT INTEGRAL TO INSTALLED LUMINAIRE OR EXHAUST FAN SHALL BE RATED TO CONSUME NO MORE THAN FIVE WATT5 OF POWER PER LUMINAIRE OR EXHAUST FAN AS DETERMINED IN ACCORDANCE W §130.0(c). NIGHT LIGHTS DO NOT NEED TO BE CONTROLLED BY VACANCY SENSORS. 6. LIGHTING INTEGRAL TO EXHAUST FANS, IN ROOMS OTHER THAN KITCHENS, SHALL MEET THE APPLICABLE REQUIREMENT5 OF §150.0(k) 7. HIGH EFFICACY LUMINIAIRE5 MUST BE SWITCHED SEPARATELY FROM LOW EFFICACY LUMINAIRES. 8. EXHAUST FANS SHALL BE 5WITGHED SEPARATELY FROM LIGHTING SYSTEMS. a. LUMINAIRES SHALL BE 5WITGHED w/ READILY ACCESSIBLE CONTROLS THAT PERMIT THE LIMINAIRE5 TO BE MANUALLY 5WITGHED ON AND OFF. 10. NO CONTROL SHALL BYPASS A DIMMER OR VACANCY SENSOR FUNCTION IF THE CONTROL IN INSTALLED TO COMPLY W §150.0(k). 11. LIGHTING CONTROLS COMPLY w/ APPLICABLE REQUIREMENT5 OF §IIO.cl. 12. AN ENERGY MANAOEMENT CONTROL SYSTEM (EMCS) MAY BE USED TO COMPLY w/ DIMMER REQUIREMENT5 IF; IT FUNCTIONS AS A VACANCY SENSOR. 13. A MULTI50ENE PROGRAMMABLE CONTROLLER MAY BE USED w/ DIMMER REQUIREMENTS IF IT PROVIDES THE FUNCTIONALITY OF A DIMMER. 14. A MINIMUM OF 50 PERCENT OF THE TOTAL RATED WATTAGE OF PERMANENTLY INSTALLED LIGHTING IN KITCHENS SHALL BE HIGH EFFICACY. 15. KITCHEN LIGHTING INCLUDES ALL PERMANENTLY INSTALLED LIOHTINO IN THE KITCHEN EXCEPT INTERNAL LIGHTING IN CABINETS THAT ILLUMINATE ONLY THE INSIDE OF CABINETS. LIGHTING IN AREAS ADJACENT TO THE KITCHEN, INCLUDINO BUT NOT LIMITED TO DINING AND NOOK AREAS, ARE CONSIDERED KITCHEN LIOHTINO IF THEY ARE NOT SEPARATELY 5WITGHED FROM THE KITCHEN LIGHTING. 16. PERMANENTLY INSTALLED LIOHTINO THAT 15 INTERNAL TO CABINETS SHALL USE NO MORE THAN 20 WATTS OF POWER PER LINEAR FOOT OF ILLUMINATED CABINET. 17. A MINIMUM OF ONE HIGH EFFICACY LUMINAIRE SHALL BE INSTALLED IN EACH BATHROOM; AND ALL OTHER LIOHTINO INSTALLED IN EACH BATHROOM SHALL BE HIGH EFFICACY OR CONTROLLED BY VACANCY SENSOR. 15. PERMANENTLY INSTALLED LUMINAIRES IN ATTACHED AND DETACHED GARAGE5, LAUNDRY ROOMS, AND UTILITY ROOMS SHALL BE HIGH EFFICACY, AND CONTROLLED BY VACANCY SENSORS. IQ. PERMANENTLY INSTALLED LUMINAIRES LOCATED IN ROOMS OR AREAS OTHER THAN KITCHENS, BATHROOMS, OARAOE5, LAUNDRY ROOMS, AND UTILITY ROOMS SHALL BE HIGH EFFICACY LUMINAIRES, OR CONTROLLED BY EITHER DIMMERS OR VACANCY SENSORS. 20. LUMINAIRES RECESSED INTO INSULATED CEILINGS SHALL BE LISTED FOR ZERO CLEARANCE INSULATION CONTACT (IC) BY UNDERWRITTEN LABORATORIES OR OTHER NATIONALLY RECOGNIZED TE5TIN6/RATIN6 LABORATORY; AND HAVE A LABEL THAT CERTIFIE5 THE LUMINAIRE 15 AIRTIGHT WIT AIR LEAKAGE LESS THEN 2.00FM AT 75 PASCALS WHEN TESTED IN ACCORDANCE WITH A5TM E2eO; AND BE SEALED WITH A OA5KET OR CAULK BETWEEN THE LUMINAIRE HOU51NO AND CEILING. FOR RECESSED COMPACT FLUORESCENT LUMINAIRES w/ BALLASTS TO QUALIFY AS HIGH EFFICACY. 21. LUMINAIRES PROVIDING OUTDOOR LIOHTINO, INCLUDING LIGHTING FOR PRIVATE PATIOS IN LOW-RISE RESIDENTIAL BUILDINGS WITH FOUR OR MORE DWELLING UNITS, ENTRANCES, BALCONIES, AND PORCHES, WHICH ARE PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BU I LD I NGS ON THE SAME LOT SHALL BE HIGH EFFICACY. EXCEPTION I: PERMANENTLY INSTALLED OUTDOOR LOW EFFICACY LUMINAIRES SHALL BE ALLOWED PROVIDED THAT THEY ARE CONTROLLED BY A MANUAL-ON/OFF SWITCH, A MOTION SENSOR NOT HAVING AN OVERRIDE OR BYPA55 SWITCH THAT DISABLES THE MOTION SEN50R, AND ONE OF THE FOLLOWINO CONTROLS: A PHOTOGONTROL NOT HAVING AN OVERRIDE OR BYPASS SWITCH THAT DISABLES THE PHOTOGONTROL; OR AN ASTRONOMICAL TIME CLOCK NOT HAVING AN OVERRIDE OR BYPA55 SWITCH THAT DISABLES THE ASTRONOMICAL TIME CLOCK; OR AN ENERGY MANAGEMENT CONTROL SYSTEM (EM05) NOT HAVING AN OVERRIDE OR BYPASS SWITCH THAT ALLOWS THE LUMINAIRE TO BE ALWAYS ON. EXCEPTION 2: OUTDOOR LUMINAIRES USED TO COMPLY WITH EXCEPTIONAL MAY BE CONTROLLED BY A TEMPORARY OVERRIDE SWITCH WHICH BYPASSES THE MOTION SENSING FUNCTION PROVIDED THAT THE MOTION 5EN50R 15 AUTOMATICALLY REACTIVATED WITHIN 51X HOURS. 22. INTERNALLY ILLUMINATED ADDRE55 SIGNS SHALL COMPLY WITH SECTION 140.8; OR SHALL CONSUME NO MORE THAN 5 WATTS OF POWER - 25. LIGHTING FOR PARKING LOTS AND CARPORTS WITH A TOTAL OF 8 OR MORE VEHICLES PER SITE SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS IN SECTIONS 150, 152, 154, AND 147. LIGHTING FOR PARKING GARAGES FOR 8 OR MORE VEHICLES SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF SECTIONS 150, 131, 154, AND 146. 24. PERMANENTLY INSTALLED LIGHTING IN THE ENCLOSED, NON DWELLING 5PACE5 OF LOW-RISE RE511DENTIAL BUILDING WITH 4 OR MORE DWELLINO UNITS SHALL BE HIGH EFFICACY LUMINAIRES. EXCEPTION: PERMANENTLY INSTALLED LOW EFFICACY LUMINAIRES SHALL BE ALLOWED PROVIDED THAT THEY ARE CONTROLLED BY AN OCCUPANT 5EN5OR(5) CERTIFIED TO COMPLY WITH THE APPLICABLE REQUIREMENTS. 50LAR READY BU I LD I NC S : I. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A MINIMUM 5U55AR RATING OF 200 AMPS. 2. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC, INSTALLATION. THE RESERVED SPACE SHALL BE: POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION, PERMANENTLY MARKED AS "FOR FUTURE SOLAR ELECTRIC". 2013 CALGreen Residential Mandatory Measures Planning and Design 4.106.2 - Storm Water Drainage and Retention - Projects which disturb less than one acre of soil and are not part of a larger common plan of development shall manage storm water drainage during construction. 4.106.3 - Grading and Paving - Construction plans shall indicate how the site grading and drainage system will manage all surface water flows to keep water from entering building. Exception: Additions or alterations not altering the drainage path. 4.106.4.1- Electric Vehicle (EV) charging - For new constructed dwelling units, install a listed raceway to accommodate a dedicated 208/240 -volt branch circuit. The raceway shall not be less than trade size 1(nominal 1 -inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40 -ampere minimum dedicated branch circuit and space(s) reserved e to permit installation of a branch circuit overcurrent protective device. The service panel or subpanel circuit directory shall identify the overcurrent protective device spaces(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". Energy Efficiency 4.201.1-5.201.1- Low-rise residential (Section 4.201.1) and high-rise residential/hotel/motel (Section 5.201.1) building shall meet or exceed the minimum standards design required by the California Energy Standards. Standards for n and re residential buildings do not require compliance with levels of minimum energy efficiency bey those required by the 2013 California Energy Code. Water Efficiency and Conservation Indoor Use - 4.303.1- Water Conserving Plumbing Fixtures and Fittings. - Plumbing fixtures and fittings shall comply with the following: 4.303.1.1 - Water closets flush volume shall not exceed 1.28 gals per flush. 4.303.1.2 -Urinals flush volume shall not exceed 0.5 gals per flush. 4.303.1.3.1- Single showerheads shall have a maximum flow rate of not more than 2.0 gpm. 4.303.1.3.2 - Multiple showerheads shall have a combined flow rate of all showerheads and/or shower outlets controlled by a single valve shall not exceed 2.0 gpm or only one shower outlet to be in operation at a time. 4.303.1.4.1- Residential lavatory faucets maximum flow rate shall not exceed 1.5 gpm. The minimum flow rate shall not be less than 0.8 gpm. 4.303.1.4.2 - Lavatory faucets in common and public areas of residential buildings shall not exceed 0.5 gpm. 4.303.1.4.3 - Metering faucets shall not deliver more than 0.25 gals per cycle. 4.303.1.4.4- Kitchen faucets maximum flow rate shall not exceed 1.8 gpm. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gpm. Note: When complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.2 - Plumbing fixtures and fittings shall be installed in accordance with the Plumbing Code. Outdoor Use - 4.304.1- Irrigation Controllers - Automatic irrigation system controllers for landscaping by the builder and installed at the time of final inspection shall comply with the following: 1. Controllers shall be weather- or soil moisture -based controllers that automatically adjust irrigation in response to changes in plant watering needs as weather or soil conditions change. 2. Weather -based controllers without integral rain sensors or communication systems that account for rainfall shall have a separate wired or wireless rain sensor which connects or communicates with the controller(s). Material Conservation and Resource Efficiency 4.406.1- Rodent Proofing - Annular spaces around pipes, electric cables, or other openings in sole/bottom plates at exterior walls shall be closed with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency to prevent passage of rodents. 0 waste generated at 4.408.1- Construction Waste Reduction of at least 50/ - A minimum of 50•� of the constructiong site is diverted to recycle or salvage. 4.408.2 Construction Waste Management Plan - Submit a construction waste management plan meeting items 1-5 in Section 4.408.2. Plans shall be undated as necessary and shall be available for examination during construction. 4.408.3 - Waste Management Company - Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that diverted construction and demolition waste materials meet the requirements in Section 4.408.1. 4.408.4 - Waste Stream Reduction Alternative - Generate a total combined weight of construction and demolition . waste disposed in landfills that is equal to or less than 4 lbs per sq ft. of the building area. 4.408.4.1- Waste Stream Reduction Alternative (High -Rise Residential) Generate a total combined weight of construction and demolition waste disposed in landfills that is equal to or less than 2 lbs per sq. ft. of the building a rea. 4.410.1- Operation & Maintenance Manual - An operation and maintenance manual shall be provided to the building owner or occupant. Environmental Quality Any in 4.503.1 General -Any installed gas fireplace shall be a direct -vent sealed -combustion type. A y stalled woodstove or pellet stove shall comply with US EPA Phase II emission limits where applicable. Woodstoves, pellet stoves, and fireplaces shall also comply with applicable local ordinances. 4.504.1 Coverings of Duct Openings and Protection of Mechanical Equipment during Construction - Duct openings and other related air distribution component openings shall be covered during construction. 4.504.2.1- Adhesives, Sealants and Caulks - Shall be compliant with VOC and other toxic compounds limits. 4.504.2.2 - Paints and Coatings - Shall be compliant with VOC limits. 4.504.2.3 - Aerosol Paints and Coatings - Shall be compliant with product weighted MIR limits for ROC and other toxic compounds. 4.504.3 - Carpet Systems - Shall be compliant with VOC limits. 4.504.4 - Resilient Flooring Systems - 80% of floor areas receiving resilient flooring shall comply with the VOC - emission limits defined in the Collaborative for High Performance Schools (CHPS) Low -emitting Materials List or to be certified under the Resilient Floor Covering Institute (RFCI) FloorScore Program. 4.504.5 - Composite Wood Products - Particleboard, medium density fiberboard (MDF) and hardwood plywood used in interior finish systems shall comply with low formaldehyde emission standards. 4.505.2 - Concrete Slab Foundations - A vapor retarder and capillary break is installed at slab on grade foundations. 4.505.3 - Moisture Content of Building Materials - Wall and floor framing materials shall be checked before enclosure. 4.506.1- Bathroom Exhaust Fans - Exhaust fans which terminate outside the building are provided in every bathroom. 4.507.2 - Heating and Air Conditioning System Design - Duct systems are sized , designed, and equipment selected using the following methods: 1. Establish heat loss and heat gain values according to ACCA Manual J or equivalent. 2. Size duct systems according to ACCA 29-D (Manual D) or equivalent. 3. Select heating and cooling equipment according to ACCA 36-S (Manual S) or equivalent. Installed & Special Inspection Qualifications 702.1- HVAC system installers are trained and certified in the proper installation of HVAC systems and equipment. 702.2 Special inspectors must be qualified and able to demonstrate competence to the enforcing agency in the discipline in which they are inspecting. 703.1- Documentation - Verification of compliance with the code may include construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods of acceptable to the enforcing agency which show substantial conformance. _rvmmvt ' om LAW A:Ft CHITECTURAL APPLICATIONS GIJ PA EtaT VOC LIMIT Tt oor ltr t tliir* 1 "'"��a t..'a:r t12 ckgdb9_-�iv92', 7(Peta t.° ll1J0,"r ,CZW e r adh r 11 %Vood 11u`ocri.ti ad tc-.iv 1?:fir Rrat*T rlm r dh tvv ��$ uhrloor xffm:i�c ) Ce a rnis: Lilt jdhc ivies 65 't'r and as h.-dt tib aclhe.si; s 't Drwall otyj n 1 a iii ` o- 54 I in Cr .pc wki di c,:,s I1` oi &u °SRI Ik! .hI ...' �Tt, rr�i�rlaarl blfil'y� 711 trurtxiral pplia-,ing adhc-civics � -Rd t et t , µ} t.atIll Ol oidN1givt otS re: i fi cralIV I i I t cd Gnflcvn* c trl''lf, 2 .:9 1. ai Ll;it d EUUT P PLI ATI NS N � ON CJ py ,g F �` C vl'idir o 5 to I ,0o ay seatem TPl€roic cefnefit u, Idiita -25,( ie s.i%'o i ime, F f -,)r" 111!"tic '�50 tr w;t b Faux fini<sltitm, o -43 r�AJJ aik%�q{ ® a� ]qE BK &1 Lt �.1tl.a 9 :1.1184. 8'A 3d11�� �.Ipra' i "vr�0 ni,cliiraj yvood figinberadhes:i--p 1,40 22C a:rfr.1 I:nlrft adhesiyr, 2;50 St]BSTRATESPEIfICAPPLIC-ATI-ON�9- d0 M Nkod to "t 4zl 3rl 1'lastic R -.arras 5"i ]`'oroumiriaierial(exce.t 1`tt (I C1 ° 1-•I �r�� I.t;° u lldil,rt�r1 il��iritrrfatti:`c-=���rttilt 1. ti an a,Jbesi w is- u :-d to K-4icl drssi fni:lrar su strutaw w tgpether, the _.°=°ith✓w the higtte t 'V C c11nt nt shn'll allo-,m, 1. 1'+:?r „idil'tt1,.5ueal i nfo mi atie +n r'a;_';a.f J n " tt'it"" ds tc"i t' le^, ire til? ` (X c `;�r-itent sIn ci., i lied in th ix, ti,hl e, o So uth Co as t .Air Q teal i t NL-mia„ ri` znt Di ,, Iri et RnIT�, 116R. TABLE +WU SEALANT VOC LIMfT Ex*_njul Ca SEALANTS CUPP FENT VOC LIWIT �wi�r~ 1�its: ctiofr�al "'"��a nr .lam NJ 7(Peta i3. iond i,., rlt hrail � t �.i'" Medium ml rorty riberN iii)d _.1 :�if7t�,IR- Imo¢ r�-�Pi fnctf°ihr;al��: ��$ E I,&LT" t T11'r, SEA.LANT PRIMERS ,�Lrt_ll Itr'tit�l ~"tl ;I 1114it1:. 77 5 ?,-fo d It iM hir.tio"itlleAL,� 54 I 11iftrM dmckRX) �, Ot1iFmr t tliif,5l,ti� It r r�i,af �f9iN3c'$ & !ABLE $� •A f CTE PY E°FF-EC'T1 E EFVECTlVE A!2f gg� gCOATING rdlw I 1 k"� . vitt mil, .- r'Q5 1�t��tt ltQ��i Medium ml rorty riberN iii)d Pit mileIitn den sit' f �.13t E I,&LT" t T11'r, af+al!l3iYirtffii3 tL�r��1• �`attt� Iii iiifritfli"�3"ty r�aa� cofixrl �, t tliif,5l,ti� It r r�i,af �f9iN3c'$ & 35D � -Rd t et t , µ} Gnflcvn* c trl''lf, 2 .:9 1. ai Ll;it d _3 N � ON CJ Onecoeteftn a"if Tali 1 Ct3 I ,0o ay seatem v � UbA Faux fini<sltitm, o -43 i g°si 7 F #'T g ate, ' ` d0 M tl-1t rte. rttld 2µ) I�1 tt itys"�'i: eraixlr e�tati� ,.�;�L 3 lldil,rt�r1 il��iritrrfatti:`c-=���rttilt .�� � LA ate'" t1 af,9ir,1 tw°fllE°6i1-att.iiS f =15, Mastk, textuli 01irr ; 109 Tttilitfr' i .11�tt�cm.i ft Mvltteolf��� 25D pf ue'atmeat Wash Prime= 4 rill�r.a..ti.r rt tirr%r1ir lit ac°t l _ f trafi R2, Sealers W ` C J meati; 257- .Etc ,',i �ltill 2 tat250 Sh �t.txx;5 tw rfr as tf 7'r_' ;hr's ill ritnera. atom 1 r .or a tat 350 too t>Fuf� ,fit tett}l1ti * No. ` 21 3 N� EN. 7/1 ' 1 S iral-flute fX101co-sit.iff".s 3t `Tr��.i1'i�, rrtarllin ,��atrrf .s t w� MANDATORY 'Flitand tile f6miski coadgqX SURE5 'a%er talc<fiili. rrttffrat:7s '21 Date 2016 Alizod tti 27-5 Job 4'm F a x Sheet �,. �. � it .t°i-h Lem efS 1. rraifts of VOC por ]iter of w a.tin _ includ n1! wi te-r Md iwI Ud i rilt ex pt c ,0r'fl :xir°id .. w ri, is I ist�:.�J: i n i . 2.. 712- T��rii�.diir�ri%.rliaittlr�elYc�.�zrrlc --�, r�.x�;�tinstt u esu nt,colurri s. in d L te_ +. Valueif"i ttlils taKlo am dariwd from thissp:if-eil by ffie California Air Rm rce-, Boarrl Archibectural Coatings Sfiggestvvl 01.1MR11 Nlcasufe. l tit fa 1, 2(108, Nlom i°fif rr tit_ii is zwailabte ft"orti theAir Rewwureps oarrl- FORMALDEWDE LIMITS' P=R t, u� T FIE"T WAIT f ird . 1r� d l • c�r.� rax°= r s c7rjo-a t1.s5 rdlw I 1 k"� . vitt mil, .- r'Q5 futic Icc 1arl tl.t Medium ml rorty riberN iii)d Pit mileIitn den sit' f �.13t ill this 1t 1i ri �l frn,ttl lhp. � i �m41 tll "lir rrli fir oard, .fir To-,ics Omtrol. Heisifm kin r Cbrnpwsile �N`O d a' to stw d i n acvordance -with AS"T`%,l E 1-131 , For addition. -1 ,' nm 'zair-,u.. soM 2w 'Tlairi rrr dif irrt clwr it h tL r t t a a i.rrat tri "Ii.cl t or`X • ifxh,(8 rain), 1 2`x`3 OF_RMhT #C�7' ' J BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR ! CODE COMPLIANCE L:1; kTE� ---- B NOTA THE PROJECT MANACER OR GENERAL GONTRAGTOR WILL 5E THE RESPONSI5LE PERSON TO GOLLEGT AND PROVIDE VERIFIG,4TION OF GALOREEN GOMPLIANGE TO THE BUILDING INSPECTOR PRIOR TO BUILDINCC SINAL. Revision: Date: By: N n H � N � ON CJ U Q�) v � UbA ISM o ' ` d0 M lJ 1 Cf) W � W f� H W r n�� V 1 W OAR A' r -A * No. ` 21 3 N� EN. 7/1 ' 1 �F__SIDENTIAL ALGREEN MANDATORY SURE5 Date 2016 Scale s�- Drawn, " t� Job 4'm F a x Sheet �,. �. � �: �•�w'.- o.� Of i Sheets 2 0- N N N M c -I to O N N 1-1N