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B16-0553 065-500-040
SITE PLAN Assessor 's Parcel Number: Fol E I — � � Fel Fo- I F41 Fol Permit # Al Y a __Sure � - VGE6 MR C( MAR 'UT Er 016 1� 0 cover sheet F1 WUI OWNER: Ln 1A �t N X O v U lu ME 9 g �5 O M N Q — p S1� engineering specs.,31P-.,, ... '$P�s GREG & ROSIE SMITH S2 engineering specs. AREA STATISTICS GB1 green building standards ago w� IAQ indoor air quality TITLE 24• BUILDING PLUMBING MECHANICAL, ELECTRICAL, FIRE, ENERGY, AND BUILDING STANDARDS IT f ! f D1 standard details � O B SITE: 1 elevations cT� ,�. ^I �� ��� 2 elevations 15050 HUMBUG ROAD 3 foundation plan MAGALIA, CA 4 main framing 5 main floor plan BUTTE COUNTY; OROVILLE 6 second floor plan�� t v 7 sections, 2nd framing W I 8 roof framing 9 course plans LOG MANUFACTURER: E1 electrical m T24 energy. pages HOMESTEAD LOG HOMES, INC. CONTACT: RON OSBORN 541 826 6888 E SECOND FLOOR LOG CCB# 42116 a � U S DESIGNER: CREATIVE BUILDING SYSTEMS: 2013 California Green Building Standards Code ASCE/S�I 7-10 Minimum Design Loads for Buildings and Other UTILITY CONTACT: RON SNOW 541 499 5004 RECEIVED JUL 19 2�w,; TRB AND ASSOCIATES y �[ Structural members only were included in this structural review/design. on -structural members are NOT included. �„ • ® • 40+ ®®dam !�� ®! • • ; • ® + ® * • *p * * oil *ENGINEERINGCD DIVISION 3 TYPE OF CONSTRUCTION V-13 OCCUPANCY GROUP R3/U, , coDE REFERENCE: 2013 California Building. Code (CBC) -7��N Ln 1A �t N X O v U lu ME 9 g �5 O M N Q — p U Q] ,�E "THIS PROJECT SHALL COMPLY WITH REQUIREMENTS OF THE 2013 CALIFORNIA CODE OF REGULATIONS 2013 California Residential Code (CRC) AREA STATISTICS m ago w� m TITLE 24• BUILDING PLUMBING MECHANICAL, ELECTRICAL, FIRE, ENERGY, AND BUILDING STANDARDS IT f ! f o DESCRIPTION AREA FT2 Q s cT� ,�. ^I �� ��� ze i UNIFORM CODES AS WELL AS ALL LOCAL REGULATIONS AND ORDINANCES." (BASED ON THE CURRENT ) 2013 California Mechanical Code (CMC) 2013 California Plumbing Code (CPC) MAIN FLOOR LOG t v W I F -� 2013 California Energy Standards m E SECOND FLOOR LOG 913 a � U S ••• a - - STRUCTURAL SPECIFICATIONS 2013 California Green Building Standards Code ASCE/S�I 7-10 Minimum Design Loads for Buildings and Other UTILITY 183 ° SAWN LUMBER: Structut'es ACI .318-11 BuildingCode Requirements for q GUN ROOM FS � a Q1 -� N U DOUGLAS F IR LARCH 2 OR BTR. UNLESS `OTHERWISE NOTED. Structural Concrete TMS 402-11/ACI 530-11/ASCE 5-11 0 PRESSURE TREATED WOOD IS TO BE HEM -FIR #2 OR DF—L#2. SILL BuildingCode Requirements for Masonry GARAGE 624 a PLATES ARE TO BE PRESSURE TREATED TO AWPA C-2 ` STANDARDS. Structure COVERED DECK 330 z Q, > 10, o WOOD EXPOSED TO WEATHER IS TO BE PRESSURE TREATED TO AWPA coQ �„ • ® • 40+ ®®dam !�� ®! • • ; • ® + ® * • *p * * oil *ENGINEERINGCD DIVISION 3 TYPE OF CONSTRUCTION V-13 OCCUPANCY GROUP R3/U, , coDE REFERENCE: 2013 California Building. Code (CBC) PRECISION STRUCTURAL ENGINEERING CONTACT: BUD 541 858 8500 AREA STATISTICS Ln 1A �t N X O v U lu ME 9 g �5 O M N Q — p "THIS PROJECT SHALL COMPLY WITH REQUIREMENTS OF THE 2013 CALIFORNIA CODE OF REGULATIONS 2013 California Residential Code (CRC) AREA STATISTICS m ago w� m TITLE 24• BUILDING PLUMBING MECHANICAL, ELECTRICAL, FIRE, ENERGY, AND BUILDING STANDARDS IT f ! f 2013 California ,Electrical Code (CEC) DESCRIPTION AREA FT2 Q cT� ,�. ^I �� ��� ze i UNIFORM CODES AS WELL AS ALL LOCAL REGULATIONS AND ORDINANCES." (BASED ON THE CURRENT ) 2013 California Mechanical Code (CMC) 2013 California Plumbing Code (CPC) MAIN FLOOR LOG 1280 W I o N 2013 California Energy Standards 2013 California Fire Code SECOND FLOOR LOG 913 a ••• a - - STRUCTURAL SPECIFICATIONS 2013 California Green Building Standards Code ASCE/S�I 7-10 Minimum Design Loads for Buildings and Other UTILITY 183 ° SAWN LUMBER: Structut'es ACI .318-11 BuildingCode Requirements for q GUN ROOM 136 � a DOUGLAS F IR LARCH 2 OR BTR. UNLESS `OTHERWISE NOTED. Structural Concrete TMS 402-11/ACI 530-11/ASCE 5-11 0 PRESSURE TREATED WOOD IS TO BE HEM -FIR #2 OR DF—L#2. SILL BuildingCode Requirements for Masonry GARAGE 624 a PLATES ARE TO BE PRESSURE TREATED TO AWPA C-2 ` STANDARDS. Structure COVERED DECK 330 Q WOOD EXPOSED TO WEATHER IS TO BE PRESSURE TREATED TO AWPA coQ C-15 .STANDARDS. GLU—LAM BEAMS TO BE GRADE 24F -V4, UNO. N DEFERRED SUBMITTALS: co PLYWOOD SHEATHING FIRE SPRINKLER SYSTEMS � FIRST FLOOR.• 7/8" T&G PLY or BLOCK PANEL EDGES. APA RATED N STURD-I—FLOOR, SPAN RATING 24''OC GENERAL NOTES: - WALLS: 1/2" CDX 24/0 APA RATED SHEATHING, UNO THERE SHALL BEA 5� S LOPE AWAY FROM BUILDING FOUNDATION V1 "CDX 32 16 APA RATED SHEATHING, UNO ROOF. 5/8 / .GRADE WALLS. CRC SEC. R401.3 SHOW THE LOCATIONS OF ADDRESS NUMBERS PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM STREET OR ROAD FRONTING THE CRC SEC. R319.1 o Q REVIEWED j FOR CODE COMPLIANCE E �' JUL 2 2 2016 Q CONCRETE TRE AND ASSOCIATES E O E GREEN BUILDING COMMENTS: 3,000 PSI (DESIGNED @ 2500PS1) NO SPECIAL INSPECTION R QUIRED ) THE EFFECTIVE FLUSH VOLUMN OF ALL WATER CLOSETS SHALL NOT EXCEED t m REINFORCING STEEL 1.28 GALLONS PER FLUSH. SEC 4.303.1,1 V LAP ALL STEEL MINIMUM 24" ON ALL CORNERS, SPLICES, & STEPS. 3„ BUTM Q SHOWER HEADS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN couriTsr COVER REQUIRED FOR CONCRETE CAST AQAINST EARTH. 2 COVER REINFORCING STEEL. USE GRADE 40 STEEL 2.0 GALLONS PER MINUTE AT 80 PSI. SEC 4.303.1.3.1 . 'JUL 14 2016 REQUIRED FOR ALL OTHER E FOR #4'S & 5'SMAXIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT EXCEED DEVELOPMENT C) A SERVICES 3 1.5 GALLONS PER MINUTE AT 60 PSI SEC. 4.303.1.4.4 STRUCTURAL STEEL ►.a PLATES: GRADE A36 0 MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHALL NOT EXCEED 1.8 GALLONS ( )LA PER MINUTE AT 60 PSI. KITCHEN FAUCETS MAY TEMPORARILY INCREASE THE �- STRAPS: PER MANUFACTURER SIMPSON C� RODS: GRADE A307 FLOW ABOVE THE MAXIMUM RATE, BUT NOT EXCEED 2.2 GALLONS PER MINUTE BOLTS: GRADE A307 AT 60 PSI, AND MUST DEFAULT TO A MAXIMUM FLOW RATE OF 1.8 GALLONS FASTNERS EXPOSED TO WEATHER TO BE GALVANIZED OR OTHER PER MINUTE AT 60 PSI SEC..4.303.1.4.4 - PERMIT BUTTE COUNTY DEVELOPMENT SERVICES O O REVIEWED L F6RWEATHER RESISTANT COATING. CODE COMPLIANCE aN a - o DATE O z m z w w �• a d LO U Q m Q U V1 Urban Exterior door ass embliesWildland sh hall: �ww Precision WIdIand �merfaCe Conform to the performance requirements of standard SFM127A1or Shall be approved noncombustible construction, Or Exterior Wali and Roof Specifications Structural l zNOteS uaIto Solidcore wood haven stiles and rails not Iess than 1 3 8thick or (All manufacturers or products ma be substituted b material thatarea Engineering, g , when tested Notes: of less than 20 minutes wh - S eCIfIC NO ve afire -resistance ratan of n Specific Shall ha g or rester han Z ro ect is located within a ver high h hazard fere zone g ) z Inc. aforementioned building Y g 074. The aforeme g p J according to ASTM E 2 g - Roofing d g W www.structurel.com and is therefore requiredto meet the following: Exception: Noncombustible exterior retardant trestodwoodvehic e ➢ Roofing shall be standing seam �- Klamath Foes office _ 25 0 Main doors are not comply thischspter. • Klamath ath Fa IIs, Oregon MBCI Cn E-. _. ,�.._ _ :.. -�Uac 9 7 6 0 1BuIldIng and Codes: DECKINGFL FLOORS zModel.LokSeam o Phone. 541) 8 5 0 - 6 3 0 0 Construction Codes are based on. Title 24 Regulations 2013 California Buildingand Residential dlandlngsofdecks, Fax.(541) 850_6233Deckin surfaces• Decking surfaces stairtreads resersaan Listings: Class A -roof assemblies also ,nclude ferrous or copper shin les Orsheeis .fo©structurel.camoparches and balconies p0rt•nof such surface 10 of metosheetsandsh,ngles, clay tale or slate installed w Medford Office California Department of Forestr and Fire Protection primary structure shall comp Y.withone-of the tailed deck o noncombustible decks or ferrous copper or sheets ins z s3s Mason Shall be constructed of materials and Medford 0R.97501 2013Califorma Residential Code On noncombustible (See CBC � Phone: 541 s5s_s5o0 . -`20 1 3 C a l i f o r n i s- _Bu I l d in C o d e C h a t o r 7 A a n d.o t h e r _ a - p p l_i ca b le- s ec tio n s. , : U nd`re ' e r qs i ud i er e m e n t s o f _ S F M 1 2 7 A " _ _ _ F a x • ( 5 4 1 ) 7 7 6 — 4 6 6 3Specifications. (See Link) www.mbci.com/csi_specs.html �in omd®structurel.com 2013 California Fire Code Chapter 49and otherapplicable sections. Shall be with heavy timber,exteriarflre_retardant trestedw00dor zAtticVentilatton Lkensedln. Local Building and Land Use aprovednoncombusti noncombustible s ArizonaM�55o� r Missouri Eav or cornice vents. Vents shall not installed in asuesandcorniCes. nO0ther surface, treatments arenot California Nebraska coatings, sstoIsr 7A-3 o Eave protoction.Eav sandsoffits shall meet the re uIremenis0fSFM12 Colorado Nevada approved method of protection asrequIredinthischapter. Florida North Carolina Building Element Minimum Specifications NDAGES PROTECTION •Manufacturer. James Hardie 1awa�� O egon UNDERFLOOR AND APPEIowa Utah For permits applied for new buildings including: . rdiesoffit_Pane1s(ventI ss)Model. Ha Washm tonof appendages and floor projections: The underside of cantilevered and lmai •Commercia istant •Listlng.ASTME136(meeisSFM 127A3) Kansas, overhangingappendages and projections maintain thei nitron res One andtwo family _ UConstr ctIonTypes n shall be the .:specifacdonseelink. w integrity of walls, 0r the roJectio Light Gau9esteeI, straw ODetachedancillary buildings meowner/prodacts sofIt_hardiesofit.pv �Bales, Bamboo Lo9, Must comply .with.Chapter 7A standards above code.ContrUCtlOn requirements are covered grade. http.//www. ameshandie.com/haTimber/wood,Structural Inslated Paneis/5IPs,a$ EXtoro Masonry, � steeI, Concrete ,Unenclosed underfloor protection: all arerWaIIS in this handout and be included the proposed structure. Modular Homes/Facto ryBuilt enclosed to the rade the same waIIrequirements. ➢ as allowed by: housing Coffeee Shop , Additions and remodels are these requ.rementsbutarerequi ed t0 meet z ICFetc. Commercial ord Exception: complete enclosure of under floor areas be omitted Manufacturer. James Hardie Residential. the Class A roofing requiremenis and spaceprovisions per CaliforniaIfornisPublis 0 the underside of all exposed floors exposed structural columns, Model: Project: _ Resource u rc e Code 429 : e itedwith exterior ` _E _ 136( m ee is SF M _ 1 2 _7_A _ 1 sting buildings when the scope e of work includes supporting are protected as requ Llsting. ASTM _ _ dawoz� SMITH LO GRebaildin or remodeiin exe� be heavy timber. s e.com main.shtml O replacement of the covering, exterior siding, windows, and doors shall material construction or S ecifications. (ee link)htt .//www. ameshardiHOME ns of Cha ter7A. BUILDING PERMIT APPLICATIONS (continued) ExteriorWall Vents. i.e. dryer., range exhaust freshair, considered ,new buildings" and be required tocomI with the rovis•oDEFENSIBLE SPACE_ Manufacturer. Luxury - Vents.. _- -- BUILDING PERMIT APPLICATIONS New buildings shall comply with the following sections.building : to permit final approval l the property ert shall Ib e incom compliance with _ •. .Mo del . N/AA Cn s ourcesthe vegetation clearance requirement in California Public ResListing: N/A(meets CB C Chapterter 7A ) 1505 Hu mbu g ROOFING- Roofs -shall comply with the requirements of Chapter 7A and Chapter 15. Code 4291 California Government Code Section 51182 ide • Spec.f.cations. (see link) http://www.luxurymetals.com/ al Building D.v.s.on handout detailing how to o Rd. our loc Roofs shall have a roofingassemblyinstalled in accordance with its listen and the (All vents shall be 26 gauge metal) z ` - Ln d efensib l e space c e zo n e s which include: • Q-�U- Ma a lfa C A manufacture'sinstallation instructions. Exterior Door Assemblies z firebreak within 30 and 100 of each building structure, Roofcoverin s. Where the roof profile a lows a space between the roof covering F Manufacturer. Therms Tru zDead and dying wood surface fuels shall be removed, F and roof decking, the spaces shall be constructed to prevent the intrusion of rat OakClassic Craft Rustic, Classic Craft Mahogany, Models: Classic Craft, Classic C 14 mber, be fire sto ped with approved materials or have one la er of Down togs or stumps, leFiber Classic Oak Fiber Classic Mahogany, , Smoath Owner.flames and epClassic Craft American Styz No. 72 AS lied over the cambustiblo decking. Fuels separation, and wTcap sheet •nstaStar, Pro Select 1 eDefensibie space with continuous tree canopy. Greg Rosi inch -7A-1 Valleys: When provided, valley flash,n s shall be not less than 0 .019 LlstinMeets Testin Standards of. SFM 12 t Smith m(No. 26 galvanized sheet gage) corrosi n resistsnetal installed /thermatru.com/Test Report: http ' 3 query.html6 wide underiaYmerit consistin of one laYer of No. 72 ASTM cap -sheet running s ecfication. http //searchahermatrucom/ Z o S to pthe fu length of the valley. DoorExceptions. U s and w t he wood having stiles � vent core with the mea ns to re nor Solid II be rovided p ed noncombustible construction, g of Gutters. Roof utters shall p a. OFES � .. -,Roof g Shall be approved R » f not less w sues and debris in the gutter. istance ratan o � accumulation of le g rails not less than 1-3/8 thick, or Shall have a fire res g o q . , _ STM E 2074. C60 when tested according rdin to A minutes g � than 20 w a -i6 ATTIC VENTILATION ATIO N P Vehicle 0Ea..v: .e o r c o rnic e vents:n ts. V e nt s. o bein s to Ile d n e a vshaII nf e s and d cornices. r n ice S . _ clvi�.combustable or exterior fire retardant treated wood vehicle access daors rits of SFM 127A_3 Exception: NonCF c� F Eaveprotect n. Eaves arid soflisshallmeetthere uiremeare not required to comply with this chapter. or shall be protected bYignition_resistant materials or P i construction tion on the exposed os e d un ders ide. Cnw : REVISIONS: z0 MARK DATED E5. BY:Exterior Glazing and Window Walls: BUILDING PERMIT APPLICATIONS (continued) EXTERIOR IO R W AL LS ➢ Glazing shall be listed ted t o: ASTM E 2010 Exterior walls shall be: waw { Manufacturer: TBD by Contractor nt rac for Approved noncombustible oz : •Model. TBD by Contractor Ignition -resistant material, w H ea v Y timber, be r or _ floor Protection to c t ion zDeck•ngFloors and Under Lo wallconstructionor .- Shall provide protection from m th e intrusion rasion o f flames and embers in ➢Dec Decking: DRAWN B Y. RDZ- ac nc e with standard_ S FM 127A 1. Manufacturer: fa ct u rer. T rex z DS. BY: C w .. nis Fire Defense s e or Trex Escapes es Exterior wall coverings shall Model.Trex Acce CHK BY. N.T. 8 4 tested ed to .S F M1 2 7 A 4 M E w Listing: _ _ and g 16 roof, a TE. 2 1 undation to he _ DA from the to 0 f the fo �. Extend p at 2 nominal solid woo d blocking between rafters at roof _ Dec kS Supports: orts.Termingto #. e either of the following: win PROJECT d beams shall b g 0 ve rh an g s 0 r Posts an o • dor 8 _ - woo 206 d 21 _ e constructed with hes v timber, exterior fire retardan t treate z MD 5 case of enclosed eaves terminate at the`enclosure Shall.be Y In the - • z able materials i.e. stee • xterior walls shall resist the intr usion of approved noncombustible TITLE: vents. Vent o enin sine pp � T veal p g cts deckin index.htm w • www.trex.com Ian rodu / g/ corrosion resistant screened with a s ecifation: http.// _ /p /p Q me and embers into the structure or vents shall be _ p fla Q i INTRFACE NOTES Z i noncombustible ware mesh with/ 4 openings g s or its equivalent.,uiva lent. d - ails: Exterior windows window walls, glaze d oglazing and w : PERMIT #31 (asS3 w PAGE NO. doors and glazed openings within exterior doors shall be insulating -glass la ss units BUTTE COUNTY DEVELOPMENT SERVICES C6 : REVIEWED FOR z • E lass block units o r have a fire resistive CODE COMPLIANCE w of one tempered ane, or , with a minimum p p g F TE s than 20 minutes when tested according to ASTM E DATE .rating of not les , 0 2010. _ x - --. - n - STRUCTURAL GENERAL NOTES APPLICABLE TO ALL CONSTRUCTION UNLESS OTHERWISE NOTED ON THE PLANS A. GENERAL REQUIREMENT: N. DESIGN SCOPE B PR N Y ELISION STRUCTURAL ENGINEERI GPSE 1. Where construction details are not shown or noted for an art of the work, such details shall be the same as for similar work' shown on the A&* 1. Design shown on drawings b PSE include the following Items. drawings. 9 9 Y 9 9 a. Vertical and latera design I d n for new residential structure as shown. 9 2. The contractor shall take necessaryprecautions o maintain Precision n t mint nand insure the integrity t of the new and a existing structures during construction. io 1 r 1 1 P 9 I Y n any t g r r g c t t n. eC S On 2. Design shown on PSE drawings does not Include. Contractor shall design, construct and maintain all safe v g 9 t devices, including shoran and bracing .for the new and an existing structures and shall .. 9 Y 9 9 9 Y 9 a. Other beams walls studs, .. to ostsheaders oasts rafters, trusses, r t usses sheathing, nailing, foundation and wind or seismic design or the whole building, finishes architectural be sole) responsible for conforming to all local state and federal e '.P 1 . ' '. g' g' m 9 f g' SEE PLAN y p g f ra safety and health standards, laws and regulations. Observation visits to the items, windows doors moisture barriers water proofing mechanical units plumbing, or electrical items. Structural + { j P 9 P 9, c7 ►..7 hruC hl.�•ra,l site b the engineer shall not include inspection of the above Items.. FOR .FRAMING Y 9 P » b. For the design and/or details of an other items z r i m not mentioned in 1 above, see additional drawings developed b others.. _ 3. Obtain prior written approval for an changes to the drawings. _ 9 / Y # 9 P Y 2 16d ® 6 FLANGE TOP FL N P PP Y 9 9 a 3. Structural r details provided for this project 'are typical details a are not intended to illustrate general conditions and not to specifically address ever minor variation: Th P P 1 YP 9 P Y Y Y _ O.C. EACH SIDE w 4. The contractor shall review and compare the structural drawings with all other Construction Documents, such as Architectural, Mechanical and , p g m A n necessanl draw JOIST HANGER 2X BLOCKING w Engineering, .. y n to scale. The contractor builder .shall use details as a guide In construction and fabrication, while verifying specific dimensions an les and other Electrical drawings, specifications, etc. Do not scale drawings. The contractor shall verify dimensions elevations and all Information. Report, in 9 �" 9 P dimensions/angles 4 PER FOOT TOTAL , z 9 ' P 9 y P conditions that may exist refer to S1 A item N0.4 . If the w er given situation TYP TYP �•• .. y ( / ) own /contractor/builder requires details to be drawn to scale, dimensioned and .specific to a g , writing, an Inconsistencies errors or omissions to the Architect En Ineer of record before proceeding with the work. o 9, Y / 9 P 9 : lease contact PSEI and we can arrange to provide u o o with. such details per the Additional Services fee schedule.. z Inc.P 9 P Y P 1 SOLID BLKG 5. An substitutions for structural members, hardware or details shall be reviewed b the Architect and Structural Engineer. Such review will be billed w Y Y 9 , 0. ABBREVIATIONS: FULL LENGTH a on a time and materials basis to the General Contractor with no guarantee that the substitution will a allowed. 9 b : _ wwwatructurel.com 6. General Contractor willsubmit s drawings OF JOISTS TYP. or t ho d aw n s for trusses sores connections s a d a us b engineer p g frames, nn n n any custom .made .item that requires fabrication to the ngine AB ANCHOR BOLT SIM SIMILAR CL CENTER LINE.. Klamath Falls Office of record prior to fabrication and construction. P EN EDGE NAIL BLKG BLOCKING RA ENGINEERING PSE PRECISION STRUCTURAL FOR BCI JOIST 250 Main SCHD B. INSPECTION. H SCHEDULE OSSC OREGON STRUCTURAL SPECIALTY CODE TN TOENAIL JOISTS. DOUBLE J IST . ..Klamath Falls Oregon 1. All construction shall be inspected b the building officials accords to rib e APA AMERICAN PLYWOOD ASSOCIATION SN :SHEAR NAIL: ' E EXISTING 9 f n the above Code. P Y 9 9 A MATCH FLOOR .. .. : 97603 TS ca N NOT TO SCALE BN BOUNDARY 2. It is recommended that the owner or the contractor hire Precision StructuralEngineeringo of er u II edLicencedinspectors to provide N ARY NAIL TYP TYPICAL Pr n t r h Qualified fi p OPEN JOISTS OR 2-16d SGN STRUCTURAL GENERAL NOTES SPEC SPECIFICATION z Phone. 541 550-6300 inspection Burin construction. TI N EL ELEVATION ( ) P 9 „ O OH OPPOSITE HAND BOF BOTTOM OF FOOTING U TREATED Y_ ROOF RAFTERS C. CONCRETE: PT PRESSURE Fax. 541 850-6233 ARCH ARCHITECTURAL OSV ON SITE VERT S NOTED 1. MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE. FY UON UNLESS OTHERWISE T I I F OR SOLID LUMBER JOIST InfoQstructurel.com HSR CIRIFNTFn STRANn R(�ARn Tr; Tr1NCa IF Ar f;Rf1r1VF __ SEE PLANS FOR W : Nebraska Base w i 3 California 2. merit all foundation wall basement slab slab on rade all concrete work exposed to weather, and all exterior concrete shall contain the ,f g n p , PP proper admixtures to obtain 5% to 7% Air Entrainment. All interior concrete work shall contain 2% to 4% Air Entrainment. W Colorado Nevada a ria 3. Reinforcing Steel FI o d North rt Carolina , Hawaii O re E- a All reinforcing steel shall be ASTM A615 Grade 60. 9on 9 MULTIPLE STUDS OR POST ABOVE PER PLAN Iowa b Vertical bars shall be doweled to supporting members with the .same size and spacing of reinforcement shown in the drawing or general notes: O to Utah PP 9 P 9 9 Illinois Washin t n c Slices shall be 55 bar diameters or 36 orches whichever is renter UON. 9 0 P 9 .. Kansas PROVIDE SOLID BLOCKI G 4. When air temperature is above 80 degrees Fahrenheit Hot Weather Concreting, ACI 305R shall apply. When the average air temperature is below N P 9 9,9 P 3 40 degree Fahrenheit Cold Weather Concretin ACI 306R shall apply. : FOR FULL BEARI G UN 9 � 9• PP Y N DER - FULL HIEGHT STUDS OR POSTS PER D. SLAB -ON -GRADE: TOP PLATES MULTIPLE STUDS OR POSTS PLAN. OTHERWISE SEE TABLE BELOW 1. Provide sawn floor slab control joint where shown on plans. Where not shown, limit maximums acing between control joints to 15 feet for Indoor ABOVE, TYP. J P P - slabs, 8 feet for outdoor driveway and 5 feet .for sidewalks. 2 16d FOR EACH 4" E. WOOD: 1. All wood exposed to the weather or in contact with concrete or masonry shall be pressure treated or protected with a waterproof membrane. P Y P P P BLOCKING ABOVE Newly exposed surfaces resulting from field cutting, boring or handling shall be field treated in accordance with AWPA M-4. 2. All wood Stick Framing shall be Douglas Fir/Larch #2 (DF #2) or better unless otherwise noted on the drawings. WITH 2 ,- 16d JOISTS/ RAFTERS: 1. Wood joists shall be installed according to the manufacturer recommendations and as shown on drawings. J 9 9 2. All joists, ceiling joists and rafters shall have a minimum of %" bearing at each end on wood or metal. TOP PLATES AND/OR CHORDS: 1. Top plates or chords shall be continuous over headers LION. - 2-16d (4 TOTAL) 2. Top plates shall be two pieces, some size as studs.. Stagger splices 4'-0" minimum. Center splices over studs UON. TYP. F. WOOD CONNECTIONS: or Simpson Installation Manual on site at all times. To be used during the 1. It is required that the contractor keep. the Simpson catalog and/ S mp In 9 installation of all typical Simpson connections.SILL PLATE 2. All exposed steel timber hardware, fasteners and connectors shall be galvanized. 3. Connector Hardware model numbers' are those for the Simpson -Strong Tie Company. Size and number of nails, screws or bolts to be the HEADER MINIMUM SPECIFIED TYPE OR LOCATION OF CONCRETE COMPRESSIVE STRENGTH (F'c) BEARING . SEVERE BASEMENT WALLS, OU D I NAND OTHER CONCRETE NOT EXPOSED - 2,500 PSI TO THE WEATHER. O.C. BASEMENT SLAB AND INTERIOR SLABS ON GRADE, EXCEPT GARAGE 2,500 PSI FLOOR SLABS. BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER 3,500 PSI VERTICAL CONCRETE WORK EXPOSED TO WEATHER. 4x6 OR 2,2x6 PORCHES CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER, 3,500 PSI AND GARAGE FLOOR SLABS. H2 : Nebraska Base w i 3 California 2. merit all foundation wall basement slab slab on rade all concrete work exposed to weather, and all exterior concrete shall contain the ,f g n p , PP proper admixtures to obtain 5% to 7% Air Entrainment. All interior concrete work shall contain 2% to 4% Air Entrainment. W Colorado Nevada a ria 3. Reinforcing Steel FI o d North rt Carolina , Hawaii O re E- a All reinforcing steel shall be ASTM A615 Grade 60. 9on 9 MULTIPLE STUDS OR POST ABOVE PER PLAN Iowa b Vertical bars shall be doweled to supporting members with the .same size and spacing of reinforcement shown in the drawing or general notes: O to Utah PP 9 P 9 9 Illinois Washin t n c Slices shall be 55 bar diameters or 36 orches whichever is renter UON. 9 0 P 9 .. Kansas PROVIDE SOLID BLOCKI G 4. When air temperature is above 80 degrees Fahrenheit Hot Weather Concreting, ACI 305R shall apply. When the average air temperature is below N P 9 9,9 P 3 40 degree Fahrenheit Cold Weather Concretin ACI 306R shall apply. : FOR FULL BEARI G UN 9 � 9• PP Y N DER - FULL HIEGHT STUDS OR POSTS PER D. SLAB -ON -GRADE: TOP PLATES MULTIPLE STUDS OR POSTS PLAN. OTHERWISE SEE TABLE BELOW 1. Provide sawn floor slab control joint where shown on plans. Where not shown, limit maximums acing between control joints to 15 feet for Indoor ABOVE, TYP. J P P - slabs, 8 feet for outdoor driveway and 5 feet .for sidewalks. 2 16d FOR EACH 4" E. WOOD: 1. All wood exposed to the weather or in contact with concrete or masonry shall be pressure treated or protected with a waterproof membrane. P Y P P P BLOCKING ABOVE Newly exposed surfaces resulting from field cutting, boring or handling shall be field treated in accordance with AWPA M-4. 2. All wood Stick Framing shall be Douglas Fir/Larch #2 (DF #2) or better unless otherwise noted on the drawings. WITH 2 ,- 16d JOISTS/ RAFTERS: 1. Wood joists shall be installed according to the manufacturer recommendations and as shown on drawings. J 9 9 2. All joists, ceiling joists and rafters shall have a minimum of %" bearing at each end on wood or metal. TOP PLATES AND/OR CHORDS: 1. Top plates or chords shall be continuous over headers LION. - 2-16d (4 TOTAL) 2. Top plates shall be two pieces, some size as studs.. Stagger splices 4'-0" minimum. Center splices over studs UON. TYP. F. WOOD CONNECTIONS: or Simpson Installation Manual on site at all times. To be used during the 1. It is required that the contractor keep. the Simpson catalog and/ S mp In 9 installation of all typical Simpson connections.SILL PLATE 2. All exposed steel timber hardware, fasteners and connectors shall be galvanized. 3. Connector Hardware model numbers' are those for the Simpson -Strong Tie Company. Size and number of nails, screws or bolts to be the HEADER OPENING COMBINATION HEADER BEARING . FULL HEIGHT CAPACITY (PLF) 12" O.C. SIZE HEADER SHALL BE FULL WIDTH OF STUD WALL STUDS HEADER PER PLAN, OTHERWISE UP TO: 30-6" DF #2 4x6 OR 2,2x6 ONE ONE 500 H2 SEE TABLE BELOW DF #2 x8 OR 2-2x8 ONE ONE 1100 H3 3P_TO: 2x FOR OPENING UP TO 5-0" 312x p ONE ONE 2100 H4 2-2x FOR OPENINGS UP TO 10'-0" DF #2 4x10 0 R _ 2 .2x10 ONE ONE 500 N5 3'-7" TO 6,_0» DF #2 6x12 _ ONE ONE 1100 H6 3 -7 TO 6 , »-0 DEPTH OF HEADER, FULL` HEIGHT STUD TO HEADER, TYP. BEARING STUDS OR POST PER PLAN. OTHERWISE SEE TABLE BELOW 2 - 16d 0 12" O.C., TYP. NOTE: AT CONTRACT OPTION, RMT/VERSA-LAM OR GLULAM CAN SUBSITUTE maximum specified b the manufacturer UON. FOR ANY DF #2 SOLID LUMBER P Y WITH EQUAL CROSS SECTION 4. Nails shall be common wire unless otherwise noted. REFER TO TYPICAL SILL PLATES AND STUDS AT ANY WINDOWS MARK OPENING COMBINATION HEADER BEARING . FULL HEIGHT CAPACITY (PLF) SPAN SIZE STUDS STUDS H1 UP TO: 30-6" DF #2 4x6 OR 2,2x6 ONE ONE 500 H2 UP T0: » 31- 6 DF #2 x8 OR 2-2x8 ONE ONE 1100 H3 3P_TO: DF #2 312x p ONE ONE 2100 H4 S_ " 3 7 TO ,_ » 6 0 - DF #2 4x10 0 R _ 2 .2x10 ONE ONE 500 N5 3'-7" TO 6,_0» DF #2 6x12 _ ONE ONE 1100 H6 3 -7 TO 6 , »-0 24F -V4 GLULAM 5x9 TWO ONE 2100 H76x12 6'-1" TO 99 -off DF 2 ' # TWO ,TWO 500 H 8 6'-1" TO _ » 9 0 24F -V4 GLULAM 5 x 9 TWO TWO 1100 H9 6'-1_ TO 9'-0" 24F -V4 GLULAM 5Jx13J TWO TWO 2100 - w s s t the ends are SHEARWALL DETAILS FOR ' Machine all The use of machine nailing Is subject to continued satisfactory performance. Panel Halls shall be driven o that h h 5. nailing: h 9 1 Y P BLOCKING AT PANEL -EDGES flush with the surface of the panel and the minimum panel edge distance is 1 2 Inch. SILL` PLATE FASTNERS f oa P P 9 / w f all bolts anchor bolts and la bolts- UON I s e typical details provide thick x 3 x 3 ushers or 6. Provide anchor or machine bot r Ic Y , P YP P a 9 „ t� „ the member. Bore holes to i i a distance o less the 7 bolt diameters from the end and 4 diameters from the edge of h 7. Bolts maintainnot n g Ysz X16 HEADER SCHEDULE AND TYPICAL. DETAILS �- larger than the bolt diameter. All nuts shall be tightened when installed and re -tightened at cam completion of work or before closing in. Thread 9 9P 9 3 NTS -z 1 e on -shall be Inch minimum beyond the nut. Use thick X 3 X 3 washers t ro cti 5/ /Z 1 s , P Y YP J : a e he same diameter as the -- sank shall h v t 8. La screw clearance and lead pilot, holes shall be bored in two stages as follows. The clearance hoe for the h 9 P 9 ra ion shall have diameter equal to 70% of f penetration s e length of unthreaded shank. The lead hole for the threaded- ort Z, shank, and the same depth o pen trati a th Ing p q the shank diameter and a length equal to at least the length of the threaded portion. •. REVIEWED 9 q 9 Z - valuation report Install .. aIle per manufacturer's approved ICC or ICBO product e f7 9. Nailed/screwed-or bolted hold-down .anchors shall be installed p FOR CODEC COMPLIANCE P PP L ] P .. z above the late to allow for tightening anchor bolt. The hold-down shalt be installed tight to the hold-down post hold-downs �'a minimum P 9 9 9 P .. rx without fillers or dapping. Do not bend hold-down anchors. .. PP 9 JULJ Z UL Oi follows: .. z i of shown minimum connections shall be as fo! o s 10. Connections shall be as detailed on the drawings. f n _ - �, Owner. LOG A III o irder, toe nail ....................................................... 3-16d L E PLAN a Joist or rafter to s r 9 Z b Bridging to joist, toenail each end .. ........:..................:............... . TR AND ASSOCIATES w c SIII plate tojoist or blocking, typical, face nail SN..................................16d at 6 o.c. FLOOR SHEATHING d Double top plates: Greg & Rosie e L owerP late to studs ...................................................................................... Top Plate to tower plate, face nail ..............:................. 121, O.C. . #4 x 2'-0" x 2'70" Top Plate to lower plate at lop Splice [4'-0" minimum :.........................:.20-16d minimum UON on drawings.ENT BAR ® 18 O.C.. . • • E-- Smith l h I lower late at intersection .............................................. 3-16d To ate to P P P .. Cnz : .. cy e Stud to .sill late........:...:..........:..............................:...:..... 6-16d oenails or 3 16d endnail. O „ � .Stam . :.16d at 2 o. c. .. m p I s ace ail .................:................:.:.:.:............ .. .. .. �. f Double stud f n 9 ) - B lo c k in 9 be.t w e e n 1o as ts o r r a fte r s t o t o P plate, e to ena il.. .. . .:.....:..:. ....... ......4 - 1 6d : - - - .a - • -n . .♦ . x_ I. O �IIIIII _(I11II1II _II1.•(II1IT .. . .._ 1II _II'II1I_III _N II.I(In III oIII I III .Oo_I• h Continuous header, two pieces......::....::......................:....:....... d ® 6 0:0, along each edge. v. -It aI.W aI•. ._. A-6 L . I I8 , IS I I I I - I.I.I .- --, _ - . -O_ , �•• : •• 3 t. .SOLID BLOCKING FLOOR JOISTS _ Y .'. - _ MiNOMAU• I.I...' . . • ,... 0. ,.. .. . , ... _qQ 0S-IDECOVE- R z(� n� -O QQ _ 0., .h •.. . �. ,. ' . 0 O .. ..:... .._ . , , , _w�wQa�wv-�wWwxaEzv¢wurA¢QwEwx>-- ~- �- Qp l E- S Ceiling joists to Plate toenail ...........................:............... .. O O a Oo O O •:. TOP ooao000 0 o . FOR FULLBEARING Continuous header to stud toenail........ BY OTHERS o JOISTHANGER k Ceiling joists, lops over partitions, face nail ..:.:............ .. JOOoa 1_%0110 O O I Ceilingoasts to parallel rafters face nail..... .li II I S 11/ 6 m Built-upcorner studs...........................................:.............. 6d ®12 o.a I I a a 1 --.AN- BOLT PER a WATERPROOFING MEMBRANE BETWEEN d. Y NNIAUN n/9YP.Sheathing to studs sill plates & top plates .................. ..:.....8d ®4 O.C. ® a/snfrom all panel edges 8n O.C.0C® o O a JOIST AND CONCRETE WALL TYP. NAIL ENDIntermediate supports. ) II WALL SCHEDULE 0 0 VI o . DISTANCE o For stick framing construction structural sheathing could be fastened to structural members using 16 gauge wire staples 2 long. les shall For shear sacro should be per 1 0 have a minimum of diameter crown width. Forroof and floor, staple spacing shall be per lana shear wall schedule. 000 O O O SIMPSON STRONG -TIE a a o ABEROUGH TIE CBSQ aaREF. To the above Building Code. 4>® 18 CENTER IN WALL HTT INSTALLATION AT JOIST HTT I LLA ION SIMPSON STRONGP) Staples for structural Insulated Panels sips shall be Persips notes. # q)NOTES: O o O O O � REVISIONS 9 ,• � oa OG. CRAWL SPACE ACCESS AND VENTILATION SHALL BE PER CODE.3 o 0 BASE CONNECTIONS FOR COLUMNS INSIDE WALLS BASE CONNECTIONS FOR COLUMNS oaaaH. ATTIC ACCESS, AND VENTILATION SHALL BE PER CODE: o zMARK DATEDE S / B Y 0o IN, CRAWLSPACE OR ATPORCHES' O 1. WALL, FLOOR AND ROOF SHEATHING. o 0 #4 ®18 C 1. Minimum floor sheathing in9shall be 3/a,thick APA plywood or OSB with 48 24 span rating. Use 8d ® 4O.C. at exterior walls interior shear walls , a o O.C. at intermediate supports. Minimum penetration is 15/s „ into framing. Use glue. o aoaaa 0.C. TYP POST BASE 'CONNECTION DETAILS oand at panel edges. Use 8d® 9 I O O O oo o NT 2. Minimum roof sheathing shall be Yz„thick APA plywood or OSB with 32/16 span rating. Use 8d®4 O.C. at exterior walls interior shearwalls co as and at Poriel edges. Use 8d®9 O.C. at intermediate supports. Minimum Penetration is 1� Into framing. Qa o Z FREE DRAIN 3 4CRUSHEDaa o yWg O 3. Minimum wall sheathing shall be /s„thick APA plywood or OSB. Use 8d®4„ at all Panel edges and 8d 0 10„ at intermediate supports. All edges 2„ CLR ZaROCK WITH NO FINES O O CRAWLSPACE 4 ®24 Y shall be blocked at braced wall Panels Per plan. o THICKNESS 2 z OR EQUIVALENT MATERIAL O w K.FOUNDATION. io 2 _s� a SAW CUT WITHIN 8 HOURS o a a o CUT BARS AT CONTROL JOINT TYPICAL PSErecommends that the owner contractor order eotechnicaal information .for this FABRIC oa ol Invests ation re ort. Due to the Iack of s ecific 9eo echnicOF PLACING AND FILL WITH rted condition -\ a O ounre oa o , 2. Soft soil or fill material shall beremoved and replaced with competent granular engineering fill or lean concrete. The new fit shall be compacted o o atin9 the aboveassum tion. OR SLABPER PLAN site, foundation was designed on an assumed bearing capacity of 1500 PSF PSE is not responsible for any future defects resulting from W TER PROOFI-- o00 8 FLEXIBLE JOINT FILL o a a in 8„ layers to gain 98% of Its maximum dry density according to ASTM D-698 standard Proctor, and be capable of supporting the above bean n9 MEMBRANE, T � n a 5 ®18 BENT BAR ,. DRAWN BY. C.F. REINFORCING 00 aa capacity.OPER PLAN CoO DS: BY. C. F. Footing shall be stepped as required to maintain minimum required frost depth, below finished grade. a O O 4. Use weight to compact the soil within 2 feet around foundation basement wall 0O0O0 ] N OU5. Excavation shall be properly back filled Back fill for walls shall be pervious material. Do not Place back fill behind walls before they have aw a ~CHK BY. N. T. mN COMP TED SO O O aattained theirdesign strength. Shore and Protect walls from lateral loads until the supporting members are .n place and have developed specifiedOo _Jw 6 MIL VAPOR IL aO Jzstrength. BARRIER TYP. DATE. 2 1-16 6. When the finished crawl space elevation Is lower than theoutside finished grade, or when it is required by the Geotechnical investigative report or _ a o ¢ building department, provide 4 inch Basin. Perforated drain pipe below the top of the footing. Encase the pipe in 18X18 inches free drain crushed aO O OJECT#. stone and fabric at the perimeter of the crushed stone. 7. Roof and area drainage shall be directed awn from the foundation. WALL CORNER L. FROST DEPTHS: BUTTE COUNTY ,2„ -_ REINFORCEMENT TYPICALTYPICAL SLAB CONTROL JOINT Oz MD2l5 2068 NTS oM. CODE AND LOADS. 5NTS All material and construction work for this project shall conform to the 2013 California Buildin Code. TITLE:E• 2. Loads are as follows. GENERAL NOTES a. Ground Snow Load = 55 Psf SHEET INDEX: b. Floor Live Load = 40 Psf zAND DETAILS c. Seismic Design Category = D 8 S1 GENERAL STRUCTURAL NOTES TE d. Site Class = D 4»0 DRAIN PIPE NTH FABRIC. PER ¢ e. Ss- 0.783 S1-0.356 PAGE NO.SLOPE 8 PER 10, TYP. )z/ f. Seiosmlc Res once Factor_ 5 2 _s„ S2 LATERAL DETAILS 9 Basic Wind Speed =l10mPh C SE ��t��I�hOE zh. Wind Exposure = B I. Sall Bearing Capacity 1500 Psf DATE oN.T.S U0 a oa oO aa a O OO O oO O Q w D n 1drawings._ r n r n cafe unless noted otherwise. Contractor must all dimensions before fabrication or construction o of scale Structural details for this project are for Illustration only. They are of drawn to s y i- - - _ --- - - - - --- _ - - - -- _-- --- - 1 STRUCTURAL GENERAL NOTES - APPLICABLE TO ALL CONSTRUCTION UNLESS OTHERWISE NOTED ON THE PLANS SIM A. GENERAL REQUIREMENT: 0. ABBREVIATIONS: SHEAR NAIL 1. Where construction details are not shown or noted for any part of the work, such details shall be the same as for similar work shown on the AB ANCHOR BOLT EN EDGE NAIL drawings. APA AMERICAN PLYWOOD NTS NOT TO SCALE 2. The contractor shall take necessary precautions to maintain and insure the integrity of the new and any existing structures during construction. UNLESS OTHERWISE NOTED ASSOCIATION OH OPPOSITE HAND Contractor shall design, construct and maintain all safety devices, including shoring and bracing for the new and any existing structures and shall ARCH ARCHITECTURAL OSB ORIENTED STRAND BOARD be solely responsible for conforming to all local, state and federal safety and health standards, laws and regulations. Observation visits to the BLKG BLOCKING OSSC OREGON STRUCTURAL site by the engineer shall not include inspection of the above items. BN BOUNDARY NAIL SPECIALTY CODE 3. Obtain prior written approval for any changes to the drawings. BOF BOTTOM OF FOOTING OSV ON SITE VERIFY 4. The contractor shall review and compare the structural drawings with all other Construction Documents, such as Architectural, Mechanical and CL CENTER LINE PSE PRECISION STRUCTURAL Electrical drawings, specifications, etc. Do not scale drawings. The contractor shall verify dimensions elevations and all information. Report, in E EXISTING ENGINEERING writing, any inconsistencies, errors, or omissions to the Architect/ Engineer of record before proceeding with the work. EL ELEVATION PT PRESSURE TREATED 5. Any substitutions for structural members, hardware or details shall be reviewed by the Architect and Structural Engineer. Such review will be billed ONE 1100 2x FOR OPENING UP TO 5'-0" on a time and materials basis to the General Contractor with no guarantee that the substitution will be allowed. 24F -V4 54x9 TWO 6. General Contractor will submit shop drawings for trusses, frames, connections and any custom made item that requires fabrication to the engineer 2-2x FOR OPENINGS UP TO 10'-0" 6-0 of record prior to fabrication and construction. F- B. INSPECTION: H7 6'91"OTO DF#2 1. All construction shall be inspected by the building officials according to the above Code. TWO TWO 500 2. It is recommended that the owner or the contractor hire Precision Structural Engineering or other Qualified Licenced inspectors to provide 6'-1" TO 9'-0" 24F -V4 GLULAM Nil inspection during construction. TWO 1100 Hg SCHD SCHEDULE SGN STRUCTURAL GENERAL C. CONCRETE: SEE PLAN 1. MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE. FOR FRAMING „ NOTES SIM SIMILAR SN SHEAR NAIL SPEC SPECIFICATION TG TONGUE & GROOVE TN TOENAIL TYP TYPICAL LION UNLESS OTHERWISE NOTED C. CONCRETE: SEE PLAN 1. MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE. FOR FRAMING „ 2. Basement wall, foundation wall, basement slab, slab on grade, all concrete work exposed to weather, and all exterior concrete shall contain the proper admixtures to obtain 5% to 7% Air Entrainment. All interior concrete work shall contain 2% to 4% Air Entrainment. 3. Reinforcing Steel: a) All reinforcing steel shall be ASTM A615 Grade 60. b) Vertical bars shall be doweled to supporting members with the same size and spacing of reinforcement shown in the drawing or general notes. c) Splices shall be 55 bar diameters or 36 inches whichever is greater UON. 4. When air temperature is above 80 degrees Fahrenheit, Hot Weather Concreting, ACI 305R shall apply. When the average air temperature is below 40 degree Fahrenheit, Cold Weather Concreting, ACI 306R shall apply. D. SLAB -ON -GRADE: 1. Provide sawn floor slab control joint where shown on plans. Where not shown, limit maximum spacing between controljoints to 15 feet for indoor slabs, 8 feet for outdoor driveway and 5 feet for sidewalks. E. WOOD: 1. All wood exposed to the weather or in contact with concrete or masonry shall be pressure treated or protected with a waterproof membrane. Newly exposed surfaces resulting from field cutting, boring or handling shall be field treated in accordance with AWPA M-4. 2. All wood Stick Framing shall be Douglas Fir/Larch #2 (DF #2) or better unless otherwise noted on the drawings. JOISTS/ RAFTERS: 1. Wood joists shall be installed according to the manufacturer recommendations and as shown on drawings. 2. All joists, ceiling joists and rafters shall have a minimum of 1Y2" bearing at each end on wood or metal. TOP PLATES AND/OR CHORDS: 1. Top plates or chords shall be continuous over headers UON. 2. Top plates shall be two pieces, some size as studs. Stagger splices 4'-0" minimum. Center splices over studs LION. F. WOOD CONNECTIONS: 1. It is required that the contractor keep the Simpson catalog and/or Simpson Installation Manual on site at all times. To be used during the installation of all typical Simpson connections. 2. All exposed steel timber hardware, fasteners and connectors shall be galvanized. 3. Connector Hardware model numbers are those for the Simpson -Strong Tie Company. Size and number of nails, screws or bolts to be the maximum specified by the manufacturer LION. 4. Nails shall be common wire unless otherwise noted. 5. Machine nailing: The use of machine nailing is subject to continued satisfactory performance. Panel nails shall be driven so that the heads are flush with the surface of the panel and the minimum panel edge distance is 1/2 inch. 6. Provide anchor or machine bolts per typical details, provide Y4" thick x 3" x 3" washers for all bolts, anchor bolts and lag bolts, UON 7. Bolts: maintain a distance not less then 7 bolt diameters from the end and 4 diameters from the edge of the member. Bore holes Y32' to Y16" larger than the bolt diameter. All nuts shall be tightened when installed and re -tightened at completion of work or before closing in. Thread projection shall be 1h inch minimum beyond the nut. Use 546" thick X 3" X 3" washers, typ. 8. Lag screw clearance and lead, pilot, holes shall be bored in two stages as follows: The clearance hole for the shank shall have the some diameter as the shank, and the some depth of penetration as the length of unthreaded shank. The lead hole for the threaded portion shall have diameter equal to 70% of the shank diameter and a length equal to at least the length of the threaded portion. 9. Nailed/screwed or bolted hold-down anchors shall be installed per manufacturer's approved [ICC or ICBO] product evaluation report. Install hold-downs 3/4" minimum above the plate to allow for tightening anchor bolt. The hold-down shall be installed tight to the hold-down post without fillers or dapping. Do not bend hold-down anchors. 10. Connections shall be as detailed on the drawings. If not shown, minimum connections shall be as follows: a) Joist or rafter to sill or girder, toe nail.......................................................3-16d b) Bridging to joist, toenail each end................................................................2-8d c) Sill plate to joist or blocking, typical, face nail[SN]..................................16d at 6" o.c. d) Double top plates: Lowerplate to studs......................................................................................3-16d Top plate to lower plate, face nail...............................................................16d ® 12" O.C. Top plate to lower plate at lap Splice [4'-0" minimum]............................20-16d minimum UON on drawings. Top plate to lower plate at intersection.......................................................3-16d e) Stud to sill plate.............................................................................................6-16d toenails or 3-16d endnail. f) Double studs, face nail....................................................................................16d at 12" o.c. g) Blocking between joists or rafters to top plate, toenail..............................4-16d h) Continuous header, two pieces.......................................................................16d ® 16" o.c. along each edge. I) Ceiling joists to plate, toenail..........................................................................4-16d j) Continuous header to stud, toenail.................................................................4-8d k) Ceiling joists, laps over partitions, face nail..................................:..............3-16d 1) Ceiling joists to parallel rafters, face nail......................................................3-16d m) Built-up corner studs....................................................................................16d © 12" o.c. n) %" gyp. Sheathing to studs, sill plates & top plates...............................8d ® 4" O.C. ® W from all panel edges and 8" O.C. Intermediate supports. o) For stick framing construction structural sheathing could be fastened to structural members using 16 gauge wire staples 2" long. Staples shall have a minimum of 346" diameter crown width. For roof and floor, staple spacing shall be per plan. For shear wall, spacing should be per shear wall schedule. p) Staples for structural insulated panels, sips shall be per sips notes. q) NOTES: REF: To the above Building Code. G. CRAWL SPACE ACCESS AND VENTILATION SHALL BE PER CODE. H. ATTIC ACCESS AND VENTILATION SHALL BE PER CODE. I. WALL, FLOOR AND ROOF SHEATHING: 1. Minimum floor sheathing shall be 3/4" thick APA plywood or OSB with 48/24 span rating. Use 8d ® 4" O.C. at exterior walls, interior shear walls, and at panel edges. Use 8d ® 9" O.C. at intermediate supports. Minimum penetration is 1%" into framing. Use glue. 2. Minimum roof sheathing shall be Yz" thick APA plywood or OSB with 32/16 span rating. Use 8d ® 4" O.C. at exterior walls, interior shear walls, and at panel edges. Use 8d @ 9" O.C. at intermediate supports. Minimum penetration is 1%" into framing. 3. Minimum wall sheathing shall be 3(6" thick APA plywood or OSB. Use 8d 0 4" at all panel edges and 8d ® 10" at intermediate supports. All edges shall be blocked at braced wall panels per plan. K. FOUNDATION: 1. PSE recommends that the owner/contractor order geotechnical investigation report. Due to the lack of specific geotechnical information for this site, foundation was designed on an assumed bearing capacity of 1500 PSF. PSE is not responsible for any future defects resulting from unreported condition mitigating the above assumption. OR 2. Soft soil or fill material shall be removed and replaced with competent granular engineering fill or lean concrete. The new fill shall be compacted in 8" layers to gain 98% of its maximum dry density according to ASTM D-698 standard proctor, and be capable of supporting the above bearing capacity. 3. Footing shall be stepped as required to maintain minimum required frost depth, below finished grade. 4. Use light weight equipment to compact the soil within 2 feet around foundation/basement wall. 5. Excavation shall be properly back filled Back fill for walls shall be pervious material. Do not place back fill behind walls before they have attained their design strength. Shore and protect walls from lateral loads until the supporting members are in place and have developed specified strength. 6. When the finished crawl space elevation is lower than the outside finished grade, or when it is required by the Geotechnical investigative report or building department, provide 4 inch diam. perforated drain pipe below the top of the footing. Encase the pipe in 18X18 inches free -drain crushed stone and fabric at the perimeter of the crushed stone. 7. Roof and area drainage shall be directed away from the foundation. L. FROST DEPTHS: BUTTE COUNTY 12" M. CODE AND LOADS: 1. All material and construction work for this project shall conform to the 2013 California Building Code, or latest edition used by the Local Building Department. N. DESIGN SCOPE BY PRECISION STRUCTURAL ENGINEERING (PSE) 1. Design shown on drawings by PSE include the following items. a. Vertical and lateral design for new residential structure as shown. 2. Design shown on PSE drawings does not include: a. Other beams, walls, studs, postsheaders, joists, rafters, trusses, sheathing, nailing, foundation and wind or seismic design for the whole building, finishes, architectural items, windows, doors, moisture barriers, water proofing mechanical units, plumbing, or electrical items. b. For the design and/or details of any other items not mentioned in # 1 above, see additional drawings developed by others. 3. Structural details provided for this project are typical details intended to illustrate general conditions and not to specifically address every minor variation. They are not necessarily drawn to scale. The contractor/builder shall use details as a guide in construction and fabrication, while verifying specific dimensions/angles and other conditions that may exist (refer to S1/A item NO.4). If the owner/contractor/builder requires details to be drawn to scale, dimensioned and specific to a given situation, please contact PSEI and we can arrange to provide you with such details per the Additional Services fee schedule. A35, MINIMUM SPECIFIED TYPE OR LOCATION OF CONCRETE COMPRESSIVE STRENGTH (F'c) SEVERE JOIST HANGER 2X BLOCKING TYP /_ TYP BASEMENT ALLS, FOUNDATION AND OTHER -CONCRETE OT EXPOSED 2,500 PSI TO THE WEATHER. JOISTS. BASEMENT SLAB AND INTERIOR SLABS ON GRADE, EXCEPT GARAGE 2,500 PSI FLOOR SLABS. Z BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER 3,500 PSI VERTICAL CONCRETE WORK EXPOSED TO WEATHER. AFTERS PORCHES CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER, 3,500 PSI AND GARAGE FLOOR SLABS. FOR SOLID LUMBER JOIST 2. Basement wall, foundation wall, basement slab, slab on grade, all concrete work exposed to weather, and all exterior concrete shall contain the proper admixtures to obtain 5% to 7% Air Entrainment. All interior concrete work shall contain 2% to 4% Air Entrainment. 3. Reinforcing Steel: a) All reinforcing steel shall be ASTM A615 Grade 60. b) Vertical bars shall be doweled to supporting members with the same size and spacing of reinforcement shown in the drawing or general notes. c) Splices shall be 55 bar diameters or 36 inches whichever is greater UON. 4. When air temperature is above 80 degrees Fahrenheit, Hot Weather Concreting, ACI 305R shall apply. When the average air temperature is below 40 degree Fahrenheit, Cold Weather Concreting, ACI 306R shall apply. D. SLAB -ON -GRADE: 1. Provide sawn floor slab control joint where shown on plans. Where not shown, limit maximum spacing between controljoints to 15 feet for indoor slabs, 8 feet for outdoor driveway and 5 feet for sidewalks. E. WOOD: 1. All wood exposed to the weather or in contact with concrete or masonry shall be pressure treated or protected with a waterproof membrane. Newly exposed surfaces resulting from field cutting, boring or handling shall be field treated in accordance with AWPA M-4. 2. All wood Stick Framing shall be Douglas Fir/Larch #2 (DF #2) or better unless otherwise noted on the drawings. JOISTS/ RAFTERS: 1. Wood joists shall be installed according to the manufacturer recommendations and as shown on drawings. 2. All joists, ceiling joists and rafters shall have a minimum of 1Y2" bearing at each end on wood or metal. TOP PLATES AND/OR CHORDS: 1. Top plates or chords shall be continuous over headers UON. 2. Top plates shall be two pieces, some size as studs. Stagger splices 4'-0" minimum. Center splices over studs LION. F. WOOD CONNECTIONS: 1. It is required that the contractor keep the Simpson catalog and/or Simpson Installation Manual on site at all times. To be used during the installation of all typical Simpson connections. 2. All exposed steel timber hardware, fasteners and connectors shall be galvanized. 3. Connector Hardware model numbers are those for the Simpson -Strong Tie Company. Size and number of nails, screws or bolts to be the maximum specified by the manufacturer LION. 4. Nails shall be common wire unless otherwise noted. 5. Machine nailing: The use of machine nailing is subject to continued satisfactory performance. Panel nails shall be driven so that the heads are flush with the surface of the panel and the minimum panel edge distance is 1/2 inch. 6. Provide anchor or machine bolts per typical details, provide Y4" thick x 3" x 3" washers for all bolts, anchor bolts and lag bolts, UON 7. Bolts: maintain a distance not less then 7 bolt diameters from the end and 4 diameters from the edge of the member. Bore holes Y32' to Y16" larger than the bolt diameter. All nuts shall be tightened when installed and re -tightened at completion of work or before closing in. Thread projection shall be 1h inch minimum beyond the nut. Use 546" thick X 3" X 3" washers, typ. 8. Lag screw clearance and lead, pilot, holes shall be bored in two stages as follows: The clearance hole for the shank shall have the some diameter as the shank, and the some depth of penetration as the length of unthreaded shank. The lead hole for the threaded portion shall have diameter equal to 70% of the shank diameter and a length equal to at least the length of the threaded portion. 9. Nailed/screwed or bolted hold-down anchors shall be installed per manufacturer's approved [ICC or ICBO] product evaluation report. Install hold-downs 3/4" minimum above the plate to allow for tightening anchor bolt. The hold-down shall be installed tight to the hold-down post without fillers or dapping. Do not bend hold-down anchors. 10. Connections shall be as detailed on the drawings. If not shown, minimum connections shall be as follows: a) Joist or rafter to sill or girder, toe nail.......................................................3-16d b) Bridging to joist, toenail each end................................................................2-8d c) Sill plate to joist or blocking, typical, face nail[SN]..................................16d at 6" o.c. d) Double top plates: Lowerplate to studs......................................................................................3-16d Top plate to lower plate, face nail...............................................................16d ® 12" O.C. Top plate to lower plate at lap Splice [4'-0" minimum]............................20-16d minimum UON on drawings. Top plate to lower plate at intersection.......................................................3-16d e) Stud to sill plate.............................................................................................6-16d toenails or 3-16d endnail. f) Double studs, face nail....................................................................................16d at 12" o.c. g) Blocking between joists or rafters to top plate, toenail..............................4-16d h) Continuous header, two pieces.......................................................................16d ® 16" o.c. along each edge. I) Ceiling joists to plate, toenail..........................................................................4-16d j) Continuous header to stud, toenail.................................................................4-8d k) Ceiling joists, laps over partitions, face nail..................................:..............3-16d 1) Ceiling joists to parallel rafters, face nail......................................................3-16d m) Built-up corner studs....................................................................................16d © 12" o.c. n) %" gyp. Sheathing to studs, sill plates & top plates...............................8d ® 4" O.C. ® W from all panel edges and 8" O.C. Intermediate supports. o) For stick framing construction structural sheathing could be fastened to structural members using 16 gauge wire staples 2" long. Staples shall have a minimum of 346" diameter crown width. For roof and floor, staple spacing shall be per plan. For shear wall, spacing should be per shear wall schedule. p) Staples for structural insulated panels, sips shall be per sips notes. q) NOTES: REF: To the above Building Code. G. CRAWL SPACE ACCESS AND VENTILATION SHALL BE PER CODE. H. ATTIC ACCESS AND VENTILATION SHALL BE PER CODE. I. WALL, FLOOR AND ROOF SHEATHING: 1. Minimum floor sheathing shall be 3/4" thick APA plywood or OSB with 48/24 span rating. Use 8d ® 4" O.C. at exterior walls, interior shear walls, and at panel edges. Use 8d ® 9" O.C. at intermediate supports. Minimum penetration is 1%" into framing. Use glue. 2. Minimum roof sheathing shall be Yz" thick APA plywood or OSB with 32/16 span rating. Use 8d ® 4" O.C. at exterior walls, interior shear walls, and at panel edges. Use 8d @ 9" O.C. at intermediate supports. Minimum penetration is 1%" into framing. 3. Minimum wall sheathing shall be 3(6" thick APA plywood or OSB. Use 8d 0 4" at all panel edges and 8d ® 10" at intermediate supports. All edges shall be blocked at braced wall panels per plan. K. FOUNDATION: 1. PSE recommends that the owner/contractor order geotechnical investigation report. Due to the lack of specific geotechnical information for this site, foundation was designed on an assumed bearing capacity of 1500 PSF. PSE is not responsible for any future defects resulting from unreported condition mitigating the above assumption. OR 2. Soft soil or fill material shall be removed and replaced with competent granular engineering fill or lean concrete. The new fill shall be compacted in 8" layers to gain 98% of its maximum dry density according to ASTM D-698 standard proctor, and be capable of supporting the above bearing capacity. 3. Footing shall be stepped as required to maintain minimum required frost depth, below finished grade. 4. Use light weight equipment to compact the soil within 2 feet around foundation/basement wall. 5. Excavation shall be properly back filled Back fill for walls shall be pervious material. Do not place back fill behind walls before they have attained their design strength. Shore and protect walls from lateral loads until the supporting members are in place and have developed specified strength. 6. When the finished crawl space elevation is lower than the outside finished grade, or when it is required by the Geotechnical investigative report or building department, provide 4 inch diam. perforated drain pipe below the top of the footing. Encase the pipe in 18X18 inches free -drain crushed stone and fabric at the perimeter of the crushed stone. 7. Roof and area drainage shall be directed away from the foundation. L. FROST DEPTHS: BUTTE COUNTY 12" M. CODE AND LOADS: 1. All material and construction work for this project shall conform to the 2013 California Building Code, or latest edition used by the Local Building Department. N. DESIGN SCOPE BY PRECISION STRUCTURAL ENGINEERING (PSE) 1. Design shown on drawings by PSE include the following items. a. Vertical and lateral design for new residential structure as shown. 2. Design shown on PSE drawings does not include: a. Other beams, walls, studs, postsheaders, joists, rafters, trusses, sheathing, nailing, foundation and wind or seismic design for the whole building, finishes, architectural items, windows, doors, moisture barriers, water proofing mechanical units, plumbing, or electrical items. b. For the design and/or details of any other items not mentioned in # 1 above, see additional drawings developed by others. 3. Structural details provided for this project are typical details intended to illustrate general conditions and not to specifically address every minor variation. They are not necessarily drawn to scale. The contractor/builder shall use details as a guide in construction and fabrication, while verifying specific dimensions/angles and other conditions that may exist (refer to S1/A item NO.4). If the owner/contractor/builder requires details to be drawn to scale, dimensioned and specific to a given situation, please contact PSEI and we can arrange to provide you with such details per the Additional Services fee schedule. A35, TOP PLATES BLOCKING ABOVE WITH 2-16d0 2-16d (4 TOTAL) TYP. -� SILL PLATE-, SOLID TOP FLANGE ,t 2-160 ® 6 BEARING JOIST HANGER 2X BLOCKING TYP /_ TYP TYP. O.C. EACH SIDE, 4 PER FOOT TOTAL TOP PLATES BLOCKING ABOVE WITH 2-16d0 2-16d (4 TOTAL) TYP. -� SILL PLATE-, SOLID BLKG ,t FULL LENGTH BEARING F JOISTS, TYP. COLUMNS INSIDE WALLS FOR BCI JOIST JOISTS. TOP PLATES BLOCKING ABOVE WITH 2-16d0 2-16d (4 TOTAL) TYP. -� SILL PLATE-, SOLID BLKG COMBINATION FULL LENGTH BEARING F JOISTS, TYP. COLUMNS INSIDE WALLS FOR BCI JOIST JOISTS. HEADER FLOOR STUDS Z OR UP TO. 31-6" 2-16d AFTERS ONE 6" O.C. ANS FOR FOR SOLID LUMBER JOIST RAL HEADER SHALL BE FULL 4x8 OR 2-2x8 SECTION aBSD IST SPACING, MAX FLOOR OR ROOF OPENING DETAIL UON NTS MULTIPLE STUDS OR POST ABOVE PER PLAN F'KUVIUr_ JULIU tsLU1.r\IINU OPENING COMBINATION FOR FULL BEARING UNDER MULTIPLE STUDS OR POSTS -\ ABOVE, TYP. BEARING FULL PLAN CAPACITY (PLF) COLUMNS INSIDE WALLS SPAN FOR COLUMNS HEADER STUDS STUDS Z H1 UP TO. 31-6" DF #2 4x6 OR 2-2x6 ONE 12" O.C. H2 UP TO: S-6" HEADER SHALL BE FULL 4x8 OR 2-2x8 ONE ONE WIDTH OF STUD WALL H3 UP TO: DF #2 312x 0 HEADER PER PLAN, OTHERWISE ONE 2100 H4 S-7" TO 6'-0" DF #2 4x10 OR 2-2x10 ONE ONE SEE TABLE BELOW H5 S-7" TO 61-0" DF #2 6x12 ONE ONE 1100 2x FOR OPENING UP TO 5'-0" S-7" TO 24F -V4 54x9 TWO ONE 2-2x FOR OPENINGS UP TO 10'-0" 6-0 GLULAM F- O H7 6'91"OTO DF#2 6x12 TWO TWO 500 H8 6'-1" TO 9'-0" 24F -V4 GLULAM Nil REFER TO TYPICAL` SILL PLATES AND STUDS AT ANY WINDOWS SHEARWALL DETAILS FOR BLOCKING AT PANEL EDGES SILL PLATE FASTNERS OCKING _ BEARII Engineering Firm - Precision Structural Engineering Inc. Engineer - Nabil Taha Address - 250 Main Street Klamath Falls, OR 97603 Phone Number - (541) - 850 - 6300 California License Number - C60802 OF STRAP EQUAL EQUAL JOISTS FULL END BEARING •. o MSTA36 STRAP BEAM AT BEAM SPLICE, TYP., UON. POS 2 BEAM TO BEAM DETAIL TC HIEGHT STUDS OR POSTS PER OTHERWISE SEE TABLE BELOW 2 - 16d FOR EACH 4" DEPTH OF HEADER, FULL HEIGHT STUD TO HEADER, TYP. BEARING STUDS OR POST PER PLAN. OTHERWISE SEE TABLE BELOW i 2 - 16d 0 12" O.C., TYP. NOTE: AT CONTRACT OPTION, RMT/VERSA-LAM OR GLULAM CAN SUBSITUTE FOR ANY DF #2 SOLID LUMBER WITH EQUAL CROSS SECTION Special Inspector - Jarrod Holliday r RECEIVE -:D Precision Address - 5550 Skyway Suite Jul 19 "' Paradise CA 95969 TRS A � Structural ND ASw w Engineering, Z z Inc. Phone Number - (503) 877 - 3700 w a www.structurel.com Klamath Falls Office S ecial Inspections - Klamath in Oregon p p 97603 a. b. C. d. e. f. MARK OPENING COMBINATION HEADER BEARING FULL HEIGHT CAPACITY (PLF) COLUMNS INSIDE WALLS SPAN FOR COLUMNS SIZE STUDS STUDS Z H1 UP TO. 31-6" DF #2 4x6 OR 2-2x6 ONE ONE 500 H2 UP TO: S-6" DF #2 4x8 OR 2-2x8 ONE ONE 1100 H3 UP TO: DF #2 312x 0 ONE ONE 2100 H4 S-7" TO 6'-0" DF #2 4x10 OR 2-2x10 ONE ONE 500 H5 S-7" TO 61-0" DF #2 6x12 ONE ONE 1100 H6 S-7" TO 24F -V4 54x9 TWO ONE 2100 6-0 GLULAM F- O H7 6'91"OTO DF#2 6x12 TWO TWO 500 H8 6'-1" TO 9'-0" 24F -V4 GLULAM 51x9 TWO TWO 1100 Hg 6'-1" TO 24F -V4 5Jx131 TWO TWO 2100 HOME 9'-0" GLULAM Z EADER SCHEDULE AND TYPICAL DETAILS �UUu Y MINIMUM 1MINIMUM •::� .::,; SIDECOVER NAL END DISTANCE • �. OA HTT-INSTALLATION AT RIM JOIST © HTT-INSTALLATION © SIMPSON STRONG -TIE ABE ROUGH U SIMPSON STRONG TIE CBSQ BASE CONNECTIONS FOR COLUMNS INSIDE WALLS BASE CONNECTIONS FOR COLUMNS IN THE CRAWLSPACE OR AT PORCHES SE CONNECTION DETAILS NTS THICKNESS/2 Z Y a. #4 O 24" O.C. 2 2'-6" a. WALL REINFORCING PER PLAN WALL CORNER , RS INFORCEMENT TYPICAL CUT BARS AT CONTROL JOINT TYPICAL SLAB PER PLAN--\ 1n mN Lv N Y U REVIEWED FOR CODE COMPLIANCE JUL 2 2 2016 TRD AND ASSOCIATES SAW CUT WITHIN 8 HOURS OF PLACING AND FILL WITH FLEXIBLE JOINT FILL �.00i�o� aOC7 0 o°C_� i i'°Co`�''O ��.., p 6 MIL VAPOR COMPACTED SOIL BARRIER, TYP. m KES F_,,flTZ,,y- J TYPICAL SLAB CONTROL JOINT C/1 6 NTS BUTTE COUNTY VUL 14 2016 DEVELOPMENT SERVICES SHEET INDEX: S 1 GENERAL STRUCTURAL NOTES hag F. PERMIT # _ S2 LATERAL DETAILS I 13UTTECOUNTY OSVP, Structural details for this project are for illustration only. They are not drawn to scale unless noted otherwise. Contractor must verify all dimensions before fabrication or construction. Do not scale drawings. 12-16 REVISIONS: MARK DATE.DES./BY: DRAWN o Phone: (541) 850-6301 LLo construction - walls, floors, and roof og iJ W Fax' (stru 850-6233 info©structure1.com Lo connections - walls, floors, and roof Log x w o Medford Office TITLE: 836 Mason Way Roof sheathing and nails Z Medford OR. 97501 A- o Phone: (541) 858-8501 Concrete reinforcement Fax: (541) 776-4663 Anchor bolts and hold downs to concrete x W Timber construction and its connections Llcen5ed In: Arizona Mi55ouri 3 California Nebraska w Colorado Nevada Florida North Carolina Hawaii Oregon Contractor Name -°noi5 Iowa Utah Washington Kansas U, w Con5tructlon Types: Address 0Light Gauge Steel, Straw a Bales, Bamboo, Log, Timber/Wood, Structural Insulated PaneWSIP5, Masonry, Steel, Concrete, F- O Modular Homes/Factory Built Z housing ( 1`13H ), Coffee Shop, Contractor License Number - C66034 ¢ ICF etc. Commercial or Residential. a� 0 Project: x SMITH LOG O w 0 HOME 3 Z C 15058 Humbug Rd. Magalia, CA w as 0 O Z Cn Q el C5 a w Z Owner: z w Greg & Rosie Smith °_ Stamp: 1 eROFESS/ o M. CUT BARS AT CONTROL JOINT TYPICAL SLAB PER PLAN--\ 1n mN Lv N Y U REVIEWED FOR CODE COMPLIANCE JUL 2 2 2016 TRD AND ASSOCIATES SAW CUT WITHIN 8 HOURS OF PLACING AND FILL WITH FLEXIBLE JOINT FILL �.00i�o� aOC7 0 o°C_� i i'°Co`�''O ��.., p 6 MIL VAPOR COMPACTED SOIL BARRIER, TYP. m KES F_,,flTZ,,y- J TYPICAL SLAB CONTROL JOINT C/1 6 NTS BUTTE COUNTY VUL 14 2016 DEVELOPMENT SERVICES SHEET INDEX: S 1 GENERAL STRUCTURAL NOTES hag F. PERMIT # _ S2 LATERAL DETAILS I 13UTTECOUNTY OSVP, Structural details for this project are for illustration only. They are not drawn to scale unless noted otherwise. Contractor must verify all dimensions before fabrication or construction. Do not scale drawings. 12-16 REVISIONS: MARK DATE.DES./BY: DRAWN BY: C.F. DS. BY: C. F. CHK BY: N.T. DATE: 2-1-16 PROJECT #: MD215-2068 TITLE: GENERAL NOTES AND DETAILS A- PAGE NO: S (Reduced for ; gun nail) SHEAR SHEAR CAPACITY CAPACITY FOR WIND FOR SEISMIC IBC ONLY 1540 Ib/ft 2156 Ib/ft Segmental Segmental wall only wall only 980 Ib ft 1372Ib/ft Segmental Segmen al wall only wall only 760 Ib ft 1064 Ib/ft Segmental Segmental Ma5onry, Steel Concrete wall only wall only X 490 Ib/ft 686 Ib/ft NOT USED *CO *CO omen Facto Built Modularti ry 380 Ib/ft 532 Ib/ft 5 *C0 *C0 260 Ib/ft 364 Ib/ft 'X' 6 *CO *C0 16d ©6" 150 Ib/ft 300 Ib/ft 'x' 7 *Co *Co Q 125 Ib/ft 25Llb/ft *Co MARK WALL SHEATHING EDGE NAILING (EN) FOUNDATION PLATE ANCHOR BOLTS (AB) BOTTOM PLATE SHEAR NAILING (SN) AT ROOF, BLKG TO WALL TOP PLATES CONNECTION AT ROOF SHEATHING NOTES: MIN LENGTH (WIDTH) OF SHEAR WALL (FT) PER PLAN (1)W x 3 WOOD STRUCTURAL PANEL MARK (2) THIS SHEARWALL SCHEDULE SHALL SUPERCEDE ANY CONFLICTING CALLS ON TYPICAL DETAILS. 3 NAILING AT INTERMEDIATE SUPPORTS FIELD NAILING SHALL BE SAME PENNY AS EDGE NAILS SPACED 0 10" O.C. (4) REFER TO TYPICAL DETAILS 2/S2 TO 10/S2 (5) FOR WALL TYPES I, 2 AND 3: a— SILL PLATE SHALL BE 3" THICK PT LUMBER b- AT ADAJACENT PANEL EDGES, STUDS SHALL BE 3" THICK OR TWO STUDS NAILED WITH 2-16D @ 6" O.C. VERTICALLY (6) MINIMUM AMOUNT OF STUDS SHALL BE 2" X 6" © 16" O.C. FOR EXTERIOR WALLS, 2" X 4" 0 16" O.C. FOR INTERIOR WALLS, UNLESS NOTED OTHERWISE ON PLANS. (7) ANCHOR BOLTS SHALL BE CENTERED IN PLATE AND BETWEEN 7" AND 12" FROM SILL PLATE ENDS, WITH 3" x 3" x 1/4" STEEL PLATE WASHER. PROVIDE TWO AB'S PER PIECE OF SILL PLATE, MIN. EMBEDMENT SHALL BE 7" INTO CONCRETE AND 14" INTO MASONRY, MINIMUM SPACING SHALL BE PER THIS SCHEDULE BUT NOT MORE THAN 48" O.C. a 'x' 1 �5) 2 - NOT USED 'X' InsulatedP anels SIPS NOT USED ►X► 3 NOT USED Ma5onry, Steel Concrete X 4 NOT USED O omen Facto Built Modularti ry 'X' 5 NOT USED ,' 9- z. 'X' 6 8d © 6" 5/8" DIAM. @ 48" 16d ©6" 16d @ 4" O.C. TOENAILS ��6" APA OSB ' ONE SIDE 'x' 7 NOT USED Q 7"/ 'x' 8 NOT USED Al WALL INTERSECTION AT CORNER o 0 A B o 0 o o 0 b a MARK IN* NUMBER CONNECTOR MINIMUM 20 16d A a Lucj, Timber/W ood' ' Structural l B - 16d x w InsulatedP anels SIPS Ma5onry, Steel Concrete O omen Facto Built Modularti ry SHEARWALL SCHEDULE ,' 9- z. u m li Coffee Sho hos FB p 9 1 Q ICF etc. Commercial or NTS Res de ntol. 0 -- Project: 4 a HL MIT G S 0 END 1 —6 MIN. M ST48 » O.C. PROVIDE 8d ®4 NAILING SHEATHING 0 POST T o W HOME 0 LENGTH O LENGTH STRAP, TYP. SOLID BLOCKING - .BETWEEN POSTS. � $ , z 16d 0 4 O.C. TYP. Q 150 Humbug Rd. 5Q, g UON ON SW SCHED. STRUCTURAL SHEATHING L TE IF ANY SILL PLA W U, � Ma alfa CA g » EN 8d 0 4 O.C. TYP. PER PLAN TYP. _FLOOR 4 0 MIN LAP BETWEENw LOWER UPPER & OWER PLATES 00— SHEATHING STUD OR POST PER PLAN. as U Oft SCHED. 6d 0 4 O.C. 'TYP. 1 , , , N N N N CLEAR , o E- _ » EN 8d 0 4 O.C. TYP. UON ON SN1 SCHED. ( NUMBER OF _ SPAN JOIST OR BLK G PER PLAN o z NAILS BOLTS / EACH LAP ). POST, BEAM OR OTHER , EN -8d 0 4 5— 6d' BOTTOM PLATE . 1 , ITEM INTERRUPTING TOP PLATES O.C. TYP. UON TO POST `.FACE NAIL 0 »' 1 o z 0 o o » EN 8d 0 4 O.C. TYP. UON WASHERS A BOLT T ` M w. DBL TOP PLATE �. ; x w WALL TOP ONE EACH SIDE o , .LOCATIONS PER MANUFACTURER, - END w z PLATES P TWO ST6224 _ ALL SHEARWALLS. TYP.. A JOINTS IN PLATES TO BE . LENGTH _ 5 16d -TOP PLATE TO -- O Owner: n D CENTERED OVER STUDS z o OR MULLIONS Provide mini mum 1 POST FACE NAIL 'w o _end distance .a 0 Al WALL INTERSECTION AT CORNER o 0 A B o 0 o o 0 b a MARK IN* NUMBER CONNECTOR MINIMUM 20 16d A — B - 16d • Greg 1e G eg & Rosie Equal number of specified Halls to Smith e end nd ELEVATION 4M2—ST48 STRAP o ISOMETRIC VIEW \.,.r7qt2m,:� _ h x sy MIGreen• 2013 CALGREEN RESIDENTIAL MANDATORY MEASURES (Includes significant changes from 2010 CALGREEN) 2013 CALGREEN CODE Effecthre January 1 2014 SECTION I MEASURES 2013 CALGREEN REQUIREMENTS AND CHANGES FROM 201GCALGREEN Chapter I ADMINISTRATION u- 1013.7 b�l�n REVISEO: Expands the scope of CALGreen to Include ALL low-rise, high-rise, and hbttlymoM btilfeklge of Group Roccupatxy. sgag -M.. 9pecJpes the areas needing rodent placing aro sole/botfore pietas. - Chaplet 2 DEFINITIONS I NEW: Pahcates as definitions to Chapter 2, Other cha(asnkatko a Only defined terra and a reference to Chapter 2. 'Iutfi".i+�DY,�fAt'. se Q9 �- ,ear;'�s. REVISED: Modsles'residental busding' b uckWe'tow•nse residential buildings- and Legh rise residential buildings.' 202 Definitions REVISED: Ctedles'bw-rise residential building' as a Group R occupancy that Is 3 stories or Was and deletes reference to .Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads} shall comply with specified performance requirements. Ona- or two-family dweangs or pwnta uses. u dfior'Wlatej NEW: Defines Tigh-rise fesldental building* As a Group R Occupancy that Is 4 stories or greater in height. Automatic irriation stems controllers installed at the time of final ins action shall be weather based. Recycle wxydr selvage for reuse a mlrsmum ol 50%d the nonhazardous construction and demolition waste b accordance wait ehher NEW: Clarifies hat mandatory (mantras In Chapter 4 apply to addtione or aserafbra at residential buildings and speeiftes that 90111 Addhlom and only requirements only apply to the spectic time of the addNonorateration. Joints and openings. Annular spaces around pipes, electric cables, conduits, or other openings. in plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, d t0 the en forcin a enc concrete masonry or similar method acceptable shorelines NEW: coda a roe code teen to review CIWI Code, Section 1101.1 at seq., regarding mandatory replacement of k,= F $ ,.-%. a' A minimum of 75% of the construction waste generated at the site is diverted to recycle or salvage. This is achieved either by using City pre -certified landfills or implementation ofa waste management plan. Waste mane smart tan shall be re- roved b Environmental Services De artment non-compkrd plumbing fixtures. Buitdin `'1Kalnienanclt anti O' ratiri 4I0 a "., , '-< ; ° . ' Y •'-� ;°:'. . '1 La"I"and Nlgn•RI►s N£W: Clamies that CALGreenrtgY apply roe'nner towaNa or high -doe residential 6ulldi ngs or both.. 301,2 RasMardW NEW; New'Lemare' (LR) and IHR] as identifying provisions applying only b row -flea or high-rise residential structures; - Division 4.1 auNdkgs PLANNING , DESIGN respectwety. DEVELOPMENT) - Storm watw (SITE NO CHANCE FROM 2010 CALGREEN 4./062 D,reinage and Ratemlee During oh disturb loss an one Gore of soil and are rot n k Projects which t pg. of • ngerWmmon pan of devebpmrs Anes norm" merolglsstam wear atruttion drainage during construction. Documentation shall be provided to the City building inspector upon request, verifying that compliant VOC limit finish materials have been used. coag be available for examination during construction. NO CHANGE FROM 2010 CALGREEN 4.106.9 Grading and Paving Constructlon ptera shell lrdloaie how to site trading or drainage system will manage all surface water flows to keep wooer from entering buildings. Division 4.2. ENERGY EFFICIENCY NEW EXCEPTION: Revision provides anaxception lir Additions and alterations not &tering the drainage path 4:408.4 Generale a Iola) combined weight of constrUcOon and demotion waste disposed In unclips that is equal to or less than REVISED: Energy eft c" requirements for row -rise residential (Section 4.201.1) end high-rise moldentle/botetnnotal FE: 4 pounds per &quare -toot at 0• buBding area. (Sector6.201:1) core brow In both residential and norreaidentd chapters of CALGrowl. Reduction NEW: Adds Section 4.408.4.1 to ackndwadge a high-rise residential compliance ademative. REVISED:. Standards for residents bulldnga do not require compliance with levels d minimum energy affidency beyond those asrnsuve 4.408.4.1 [HR1 Generate a toted combined weight of construction and demolition waste disposed In landfills that Is equal to or lose man required by the 2013 CAllfortna Energy Code [code reference date updated from 201010 2013L lahrislon 4.3 - WATER EFFICIENCY AND CONSERVATION (Ir••- WATER REVISED:20% reduction Off water use are now prokolptNery, CALGREEN text. within CALGtext. Ogrodon and all NO 2010 CALGREEN N10. &rhe 01 Gnat bapecson, a marsal, compact dlse, web -based reference or other media acceptable to the eMorci g agency which C=IF REPEALED: Prescriptive and perbmhance mot hodobgy, Tables 4303.1 and 4.303.2 Maintenance Menwl covers 10 speak: stojactateas seed be placed m the Wilding. NEW: Plumbing fixtures and filings shoe campy with the blowing: ENVIRONMENTAL QUALITY (FIREPLACES) 2010 CALGREEN NO CHANGE FROM 2D1 4.903.1.1 Wake Closets: S 128 UsAlneh Waco Conserving 4.303.12 U*" -50,5 gWWM.. 4.303.1 Marvelling Plithnn - 4.30.1:3.1 Single Showerraedsr52.0 gpm G 00 psi Systems and FMbgs 4.303.1.32 Mutiple Showemesds: Oombbed lbw lea of all showedleatls and/orother shower allets Controlled by a single Covering of Duct NO CHANGE FROM 2010 CALGREEN valva shall Trot exceed 2.0 gpm 0 80 psi or only one shower Outimt M ID be In operation at a ane Openings and At the time of rough Installation, during storage on the construction site and until final startup of the healing, tooting and vemiaiing 4.903.1.4.1 Residential Lavatory:Feace"; S 1.5 gpm a 60 psi - ProtectiMechanical equipment all duct and ower feuded air intake anal distribution component openings shall be covered. Tape, plastic, sheetmead 4.30.1.4.2 Lavatory Faucets in Common and Public Use Areae of Residential So dlrgs: <- 0.5 gpnr 0 60 psi or other motatls acceptable o the emorcing agency o reduce the amours of water, dust and debris entering the system may be used. 1.303.1.4.3 Metering Fatleetic5025 gal" per cycle Equlpmed Durht Equipment NO CHANGE FROM 2010 CALGREEN R 4.604.6. Rstanneed Table 4.604. revised to delete II e FR C FOR 6 has assn obsolete compliance dates, 4,303.1 AA: Kitchen Fatuesa: 11 A gpm 0 60 psi; temporary increase 1021 gpm allowed but shag default to 1,6 gpm Construction Hardwood plywood, particleboard and medium darogy fiberboard composite wood products used ont e Interior or exterior of the building REVISED: Spedtas Sao plumbing fixtures and fittings shall be Installed in accordance with the California Plumbing Coda. Standards for REVISED; Reoc etas provisions for multiple showerfhsMs b Section 4.30.1.3.2. 4303.2 ttu Plumbing Fbres 4.504.5 Produtb and FINN" REPEALED: Table 4.303 *Standards for Plumbing Flxrufes and Fixture Fittings,' Cade users are directed, In Belgian 4.3032, Dweller, 4.3 WATER F FICtENC AND to the California Bombing Code for applicable reference standards. C ONSE RVATION - F Y (OUTDOOR WATER USE) NO CHANGE FROM 2010 CALGREEN Adheshns, Senilads Tables 4.504.1 or 4.504.2, as applicable. Such products shall also coney with Rule 1168 prohibition on ids Dos of pertain toric Aulanstic irrigation system corardkrs for landscaping provided by the bullar and Installed at the time of final Inspection shag comply with and Caulks Irrigation the fosmong: a.9D4.1 Controllers 1 - Controhwa OWN be weather- or toll moisten -based Conbotiers that eutomarcally adjust Irrigation in response to changes in plant 2- Aerosol adheshree, and mailer unit sizes of adhesives, and sealant a caulking compounds pin leas of product, less packaging, watering needs as weather or soli conditions change. 'which do not weigh more than 1 pound and do not d mon lain 16 fluid ounces) shall comply with statewide VOC standards 2- W eathlerbased controllers without Integral rase sensors Or communication systems that account for rainfall shall have a separate wired and other requirements, Including proldble" on use of certain roxtt compounds. d the Canomia Code of Regulations, Tine 17, orwireleas rah sensor which connects or communicates with the controller(s). PAGE t 2013 CALGreen Residential Mandatory Measures Checklist February 26, 2014 200 E. Santa Clara St., San Josh, CA 95113, tel (408) 535-3555 fax (408) 292.6214 www.sanjoseea.govlbuilding N q] O V � � � N O Z. S -mss 1��N U N X qafKA > N Ln S 0 L IN O S :5 � %NA. 0 0 m_ U Q � ass v1 Feature or Measure � �Ez� c � as Neill r 2) 2 LL a Q U 0 7 a • a N Ln m N O Ql r- tp O N n Lo a� O w � peall J (7 Q = Q ) co Q CD E CD 00 � O O � U CD CPL.01 � d Q U E C�CD 0 O �1 - � w m � W O CD U F"l.all O V_ � m 0 Q c Iv o z Q 0 o f0 c 0 L Q)1, N c0 V p.GV{EtlirE0 FOR CODE NCE COMPLIAJUL 6 1 2016 iRE3 AND ASs+DCiA'TES z U A � PERMIT# BUTTE CouhJTY D40PMENT SERVICES REVIE'W0 Required P 11rNINC b DESIGN MEASURES 2013 CALGREEN REQUIREMENTS AND CHANGES FROM 2010 CALGREEN Storm water drain a mama smart shall be int demented cabin construction -M.. 9pecJpes the areas needing rodent placing aro sole/botfore pietas. - 'WATER E1rF'1C 7€ GONSFRVATION�q t�'i , "�'� � k "" ��:• 4 '� � 'Iutfi".i+�DY,�fAt'. se Q9 �- ,ear;'�s. 4.504.2.2 Water conserving fixtures and fittings shall comply with the following: r l: Water closet- effective flush volume shall not exceed 1,28 gallons per flush. 2. Urinal- effective flush volume shall not exceed Q.5 gallons per flush 3. Showerhead-maximum flow rate not to exceed 2.Q gallons per minute at 80 psi i 4. Lavatory faucet- maximum flow rate not to exceed 1.5 gallons per minute at 60 psi, and minimum flow rate not less than 0.8 gallons per minute ffi 20 psi. 5. Kitchen faucet -maximum flow rate not to exceed 1.8 gallons per minute at 60 psi, and minimum flow rate (temporary increase shall not exceed 2.2 gallons per minute at 60 psi). mortar, concrete masonry or a similar method acceptable o to enlon9rq agency to prevent paesag6 of rodents. .Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads} shall comply with specified performance requirements. . u dfior'Wlatej Automatic irriation stems controllers installed at the time of final ins action shall be weather based. Recycle wxydr selvage for reuse a mlrsmum ol 50%d the nonhazardous construction and demolition waste b accordance wait ehher iAND RESOtRCE E' hltUCe' urabGi ad' drreetl . `IiifEni to 4-406 �^+. . f` P.• , �> ., e:Mn � ` 1 .. . t, ,6,: Y ` � Joints and openings. Annular spaces around pipes, electric cables, conduits, or other openings. in plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, d t0 the en forcin a enc concrete masonry or similar method acceptable Dia umentatkm Is required per Section 4.408.5. CdrstrBettoa - sfe$eiloctfoti":Ills" aa1 Aad` eC Clin 4 40 ? ;._ k %*k . k,= F $ ,.-%. a' A minimum of 75% of the construction waste generated at the site is diverted to recycle or salvage. This is achieved either by using City pre -certified landfills or implementation ofa waste management plan. Waste mane smart tan shall be re- roved b Environmental Services De artment 4.504.2.3 Buitdin `'1Kalnienanclt anti O' ratiri 4I0 a "., , '-< ; ° . ' Y •'-� ;°:'. . '1 2 • Altemate waste reduction methods developed by working with local enforcing agencies If diversion a recycle facilities capable of Ano 'on and maintenance manual shall be provided to the building � occupant or owner. i S O NT A FI'X ;r. 4 r�Y u � F;�ri Duct openings and other related air distribution component openings shall be covered during construction. Adhesives sealants and caulks shall be compliant with YO(7 and other toxic compound limits. Specifythe VOC limits for the proposed products on the tans in accordance with Table 4:504.1 or Table 4.504.2. Paints, stains and other coatings shall be compliant with VOC limits. Specify on the Ions. NO CHANGE FROM 2010 CALGREEN Aerosol paints and coatings shall be Compliant with product weighted MIR limits for ROC and other toxic compounds. Specify on the lane in accordance with Table 4.504,3. Carpet Bed Carpet systems shall be compliant with VOC limits, Specify on the plana in accordance with Table 4.504.1. 4.504.3 Documentation shall be provided to the City building inspector upon request, verifying that compliant VOC limit finish materials have been used. coag be available for examination during construction. e4lGreen® 2013 CALGREEN RESIDENTIAL MANDATORY MEASURES (Includes significant changes from 2010 CALGREEN) 2013 CALGREEN GODE Effective January1 2014 SECTION MEASURES 2013 CALGREEN REQUIREMENTS AND CHANGES FROM 2010 CALGREEN 80% of floor area receiving resilient flooring, shall comply with the VOC-emission limits defined in the -M.. 9pecJpes the areas needing rodent placing aro sole/botfore pietas. - 4:40.1 Rodent proofing : AMDat spaces around pipes, electric cables, conduits, ar other openings In sole+botlom plates at exterior walls shag be closed WIM cement 4.504.2.2 • mortar, concrete masonry or a similar method acceptable o to enlon9rq agency to prevent paesag6 of rodents. comply with low formaldehyde emission standards, Specify the limits on the plans in accordance with Table NO CHANGE FROM 2010 CALGREEN Eateriox=Mb3sinreControl 4.50 Recycle wxydr selvage for reuse a mlrsmum ol 50%d the nonhazardous construction and demolition waste b accordance wait ehher Vapor retarder and capillary break is installed at slab on grade foundations. Section 4.1082, 4.408.3 or 4.408.4; OR meet a more stringent WA construction and demolition waste management ordinance. Construction Waste' Dia umentatkm Is required per Section 4.408.5. 4-408.1 Rstluctiono at Exceptions: 1- Excavated sdl and land -Gearing debris.. 4.504.2.3 least 50% 2 • Altemate waste reduction methods developed by working with local enforcing agencies If diversion a recycle facilities capable of 2. Controlled by a humidity control, unless it is functioning as a component of a whole house ventilation compliance with this hem do hot exist or are not located reasonably close to the jobsae. Envir Iitricnt 1_Coutfort' 3..47 a 53; r 3 - The emorcing agency may make exceptions o the requirements of this section when aolaNd jobsses are located In areas beyond Whole house exhaust fans shall have insulated louvers or covers which close when the fan is off Covers or the hold bouhdades d the diversion facility. - Construction Waste NO CHANGE FROM 2010 CALGREEN 4.4oB.2 Eubmd a conslnrction waste management plan meeting Items I through 5 In Seddon 4:408.2. Plans shall be updated as necessary and. 4.504.3 Management Plan coag be available for examination during construction. 4.408.3 Wasle Me rd O CHANGE FROM 2010 CALGREEN Ulan a waste management company, approved by the enforcing agency, which can provide verifiable documentation that diverted. Company construction and demolition "We mateds" meet the requirements In Section 4.408.1. HVAC system installers are trained and certified in the proper installation of HVAC s stems 4:408.4 Generale a Iola) combined weight of constrUcOon and demotion waste disposed In unclips that is equal to or less than 4.408.4 Waste Stream 4 pounds per &quare -toot at 0• buBding area. I certification, inspection reports, or other methods acceptable to the enforcing agency which show Reduction NEW: Adds Section 4.408.4.1 to ackndwadge a high-rise residential compliance ademative. 4.408.4.1 asrnsuve 4.408.4.1 [HR1 Generate a toted combined weight of construction and demolition waste disposed In landfills that Is equal to or lose man livis. '01.1.1,11 CONSERVATION 2 ponds per square400l of the building arae. & RESOURCE EFFICIENCY (BUILDING MAINTENANCE & OPERATION) 4A - 4.410.1 Ogrodon and all NO 2010 CALGREEN N10. &rhe 01 Gnat bapecson, a marsal, compact dlse, web -based reference or other media acceptable to the eMorci g agency which C=IF 'i Maintenance Menwl covers 10 speak: stojactateas seed be placed m the Wilding. Divisfiern 4.5. ENVIRONMENTAL QUALITY (FIREPLACES) 2010 CALGREEN NO CHANGE FROM 2D1 Any Installed gas fireplace stag be a direct -vent so°led-combustion type. Any Installed woodstme rn pager store stag comply wda 4 503.1 General U.B. EPA Phase II emission Omits where applicable.: Woodatwes, pellet stores and fireplaces shag else comply with all applicable 11olcd Systems ordinances. - Covering of Duct NO CHANGE FROM 2010 CALGREEN Openings and At the time of rough Installation, during storage on the construction site and until final startup of the healing, tooting and vemiaiing 4.504.1 - ProtectiMechanical equipment all duct and ower feuded air intake anal distribution component openings shall be covered. Tape, plastic, sheetmead or other motatls acceptable o the emorcing agency o reduce the amours of water, dust and debris entering the system may be used. Equlpmed Durht Equipment NO CHANGE FROM 2010 CALGREEN R 4.604.6. Rstanneed Table 4.604. revised to delete II e FR C FOR 6 has assn obsolete compliance dates, Construction Hardwood plywood, particleboard and medium darogy fiberboard composite wood products used ont e Interior or exterior of the building NO CHANGE FROM 2010 CALGREEN Compwte Wood Adhesives, sealants and caulks used on the project Shag meet the requirements d rite following Standards unless more stringent local Or 4.504.5 Produtb regional air pollution a ab qw^ management district nAes appy: - N comply * kraal or tonal air 1 . Adhesives, adhesive banding primers, adhesive primers, sealants, sealaft primers, and Caulks aha co p y wM reg polkdon oorrtrd o air quality management district rules where applicable, a SCAOMD Rule 1168 VOC limits, as shown to , Adheshns, Senilads Tables 4.504.1 or 4.504.2, as applicable. Such products shall also coney with Rule 1168 prohibition on ids Dos of pertain toric 4.604.2.1 and Caulks compounds (chkorulam, ethylene dichloride, methylene, chloride, percdomemylene and trichoroethykne), except or aerosol 4.505.2 Foundation products as specified in Subsection 2 below. 2- Aerosol adheshree, and mailer unit sizes of adhesives, and sealant a caulking compounds pin leas of product, less packaging, 'which do not weigh more than 1 pound and do not d mon lain 16 fluid ounces) shall comply with statewide VOC standards and other requirements, Including proldble" on use of certain roxtt compounds. d the Canomia Code of Regulations, Tine 17, commencing with Seu�don 94507. PAGE2 2013 CALGreen Residential Mandatory Measures Checklist (Contra) 2/26/2014 Feature or Measure Required SECTION MEASURES 2013 CALGREEN REQUIREMENTS AND CHANGES FROM 2010 CALGREEN 80% of floor area receiving resilient flooring, shall comply with the VOC-emission limits defined in the NO CHANGE FROM 2010 CALGREEN Collaborative for High Performance Schools (CHPS) Low -emitting Materials List or be certified under the Resilient floor Covering Institute RCFI FloorScore program. 4.504.2.2 Particleboard, medium density fiberboard (MDF), and hardwood plywood used in interior finish systems shall as shown in Table 4.504.3, uMess mora stringent label limits apply. The VOC comers lima tar coatings, that do net meat the definMpls for the comply with low formaldehyde emission standards, Specify the limits on the plans in accordance with Table 4.504.5. Eateriox=Mb3sinreControl 4.50 coo", based on he gross, ssdef red h subsections 421, 4.36, and 4.37, d On 2007 California Air Resources Board, Suggested Control Vapor retarder and capillary break is installed at slab on grade foundations. Moisture content of building materials used in wall and floor framing is checked before enclosure in accordance with 4.5053. NO CHANGE FROM 2010 CALGREEN - - Aerosol Paints and Each bathroom shall be mechanically ventilated and shall comply with the following: 4.504.2.3 1. ENTERGY' STAR compliant and ducted to the exteriorof the building prehibbgna on use d certain toxic compounds wait tit ne depleting substances. in Section 94522(c)(2) and (d)(2) d the California Cone of 2. Controlled by a humidity control, unless it is functioning as a component of a whole house ventilation tem. Envir Iitricnt 1_Coutfort' 3..47 a 53; r Whole house exhaust fans shall have insulated louvers or covers which close when the fan is off Covers or ti value ofR-4.2. louvers shall have a minimum insulation ethods: Duct systems are sized, designed, and equipment is selected using the following methods.- All carpet installed in the building interior shalt meet the testing and product requirements of one of the following: 1. Establish heat loss and heat gain values according to Air Conditioning Contractors ofAmerica (ACOA) 1. Manual I or equivalent. 4.504.3 2. Size ductsystems according to ACCA 29-D (Manual D) or equivalent 2-Callomis Department ofPublicHeash,'Samad Method for to Testing and Ewlusron of Volatile Organic Chemical Emissions from 3. Select heatingand coolin a ui meet accordi to ACCA 36-5 Manual S or uivalent. RY tklxiitlR; 'CIALINSPECT R UA) iFICAT,,. N ? . r ..' ` ��aliaCaflORS ,.. .. « . ,� � � , z)r ... s F ... �:t .r 1` .-.•, t ] 4h HVAC system installers are trained and certified in the proper installation of HVAC s stems Ve i1Xea�ions °m�. -�� .; �- Verification ofcompliance with this code may include construction documents plans specifications builder o y NO CHANGE FROM 2010 CALGREENru I certification, inspection reports, or other methods acceptable to the enforcing agency which show substantial conformance. 4.5011.3.2 MLGreen® 2013 CALGREEN RESIDENTIAL MANDATORY MEASURES (Includes significant changes from 2010 CALGREEN) 06 2013 CALGREEN CODE Effective January1 2014 SECTION MEASURES 2013 CALGREEN REQUIREMENTS AND CHANGES FROM 2010 CALGREEN NO CHANGE FROM 2010 CALGREEN Architectural pales and coatings shag comply whit VOC limits in Table t of Me Air Resources Board AtdlOedunl Suggested Cormol Measure, 4.504.2.2 Pants and Coatings as shown in Table 4.504.3, uMess mora stringent label limits apply. The VOC comers lima tar coatings, that do net meat the definMpls for the specially coatings categones rated in Table 4.504.3 shag be determined by classifying Me coming As Far, Nonfat, or Nonflat-High Gloss coo", based on he gross, ssdef red h subsections 421, 4.36, and 4.37, d On 2007 California Air Resources Board, Suggested Control Measure, and lie corresponding FIK Nodtei or Nortkt-tOgh Gloss VOC limit len Table 4.504.3 shall apply. NO CHANGE FROM 2010 CALGREEN - - Aerosol Paints and Aerosol palms and coatings shag most the ProdakWelghtsd MIR Limits for ROC In Section 94S22(a)(3) and ogler requirements, including 4.504.2.3 Coatings prehibbgna on use d certain toxic compounds wait tit ne depleting substances. in Section 94522(c)(2) and (d)(2) d the California Cone of Regulations, Title 17, commencing with Section 94520; and In emu under the jurisdiction of the Bay Area lir Ok e9ry Management District Shen adds iomi comply with the percent VOC by weight d product Omits of Reguaaon 9, Rule 48. NO CHANGE FROM 2010 CALGREEN All carpet installed in the building interior shalt meet the testing and product requirements of one of the following: 1 - Carpet and Rug uatihna's Green Label Plea Program 4.504.3 Carpet Systems 2-Callomis Department ofPublicHeash,'Samad Method for to Testing and Ewlusron of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,' Version 1.1, February 2010 (also known as Specification 01350.) 3-NSF/ANSI 140 at the Gold level - Sclentllc Ceneicalbns Systems Indoor Aevamage^' Gold 4.50431 Carpel Cusrto h NO CHANGE FROM 2010 CALGREENru All carpet cushion installed in the bupdslgt4ghbr shall meet the requirements of the Carpet and Rug Institute's Green Label Program. 4.5011.3.2 Carpet Adhesive NO CHANGE FROM 2010 CALGREEN AN carpet adtresives shag meet the requirements of Table 4.504.1.. REVISED: Compliance rah of resilient flooring le increased from 50% to all ReaMd changes are made for Tier ti and Tier 2 resilient _ tearing measures. - hots resasnt t00dng Is Installed. at least 80% d floor area reeelvIng resaent flooring shelf comply one of more at the following 1 • VOC emission snits defined in the Collaborative to High Performance Schools (CHPS) High Performance Products 4.504.4 Resilient Floating - Oeabsae. Systems 2 - Products oompllars with CHIPS criteria contract under the Greenguad Children a Schools program. 3- Cerdlicatonunder the Resilient Floor Covering Institute (RFCq FloorScore program. 4 - Meet the California Departmentof Public Heston,.'Sterdam Method tor Taa6ng and Evaluation d Volatile Organic Chemical Emissions from hdour Bounces taring Environmental Chambers,' Vensicn 1.1, February 2010 (also known a$ Spee tatonO1350.) NO CHANGE FROM 2010 CALGREEN R 4.604.6. Rstanneed Table 4.604. revised to delete II e FR C FOR 6 has assn obsolete compliance dates, Hardwood plywood, particleboard and medium darogy fiberboard composite wood products used ont e Interior or exterior of the building shell meet the requirements for formaldehyde as specified in the Ale Resources Boad'ri Ale Toxics Control Measure for Conpearte Wood Compwte Wood (17 CCR 03120 at, saq ), on or before the hates specaad in tease seclione as shown In Table 4.604.5. Documentakm a requked per 4.504.5 Produtb Saation 4.604.5.1. Definitions of Composite Wood Produce: Composite wood products Include hadvrood plywood,: pardelebesfd, and medium density fiberboard. 'Composite wood products' do not include hardboard; structural plywood, shuedual panels, structurel composae lumber, oriented strand board, glued laminated timber, prefabricated wood 1 -laws, o tinger-johmed lemur; all as specified in CCR, Tills 17, Section 93120.1(a). Concrete Slab NO CHANGE FROM 2010 CALGREEN 4.505.2 Foundation Concrete slab foundations a concrete slab -on -ground Omrs required taus a vapor retarder by the California Balding Code, Chapter 19, or the California Residential Code, Chapter S. respectively, shop also Comply with this section. NO CHANGE FROM 2010 CALGREEN - A capillary break shall be Installed In compliance with at least one of the following: 1 -A 4 -Inch (101.6 mm) thick base of 12-Idh (127 mm) o larger clean aggregate shall be provided with a vapor reader In dread 1.505.2.1 Capillary Break eorrtact with concrete and a concrete mix design which wig address blooding, shrinkage and cuding shall be used. Fa additional Infomtalbn, sea Amodcan Concha Iacocca, ACI 302.2R-06. 2.Odar equivalent methods approved by the enforcing agency. 3 - A slab design specified by a licensed design professional. PAGE3 Conditioned Floor Area (so Number of Bedrooms < , o 0.33 -1 2-3 4-5 5-6 z7 51500 30 45 60 75 90 1501-3000 45 1 3 60 90 105 120 6000 7 9 105 125 135 6001-7500 90 105 120 135 150 > 1201 1351 15C 165 Daly Fractional On time, f Ventilation Effectiveness, e < , o 0.33 351%:_f<60% 0.50 60%!5f<80% 0.75 800/46:5f . an runs at east once every three ours 1.0 Control and Operation 'The standards requirethat the ventilation system have an override control which is readily accesible to the occupants. The "fan -on" switch on a typical thermostat controlling the HVAC system and the wait switch for an exhaust fan are both allowed as acceptable controls. The control must be *readily accessible", e.g. Itmust be capable of being accessed quickly and easily without having to remove panels ordoors. it can be as simple as a labeled wall switch by the electrical panel. It may be integrated in a labeled wall - mounted control or In the air moving device that requires the removal of the cover plate, but it cannot be burried in the insulation in the attic or inside of the fan. The occupant must be able to modify the settings or overide the system. if Intermittent fans are used, they must be automatically controlled by a timer or other device that assures they will opperate the minimum ammount of time needed to meet the ventilation requirement The automatic tontrots shall make sure that the fan opperates at least i hour in twelve. Time -of -day timers or duty cycle timers can be used to provide intermittent whole building ventilation. Manual crank timers cannot be used, since the system must operate automatically without intervention by the occupant. Some controls "look back'overa set of time interval to see if the air handler has already operated for heating or cooling before It turns on the air handlerfor ventilation only operation. Courresyof Abbay Technical Services HVAC COOLING -,HERS VERIFICATION 01 02 03 04 05 06 Name Verified Airflow AlrfiowTarget Verified EER: Verified SEER Verified Refrigerant Charge Heat Pump System 1 -hers -cool Required 350 Required Not. Required Not Required HVAC- DISTRIBUTION SYSTEMS 01 02 03 01 02 03 1 04 05 06 07 Name Type Duct leakage Insulation R -value Duct Location Bypass Duct HERS Verification AitDisidbution System 1 DuctsCrawi Sealed and tested 6 Crawl space None Air Distribation System 1 -hers -dist HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 1 05< 06 07 1as Duct Leakage DuctLeakage Name Verification Target N Verified Duct Location Verified Duct Design Buried Ducts Deeply Burled Low -leakage Duets Alt Handler Air Distribution System 1 -hers -dist Required % 6.0K wy t Not Required,r :,, Not Required I Not Requirar! Not Required HVAC FAN SYSTEMS. HERS VERIFICATION 01 02 03 Noma Verified Fan Watt Draw Require! Fan Efficiency (Wafts/CFM) HVAC Fan 1 -hers -fart, Required 0.58 IAO (Indoor Air Quality) FANS fit 02 03 04 05 06 Dwelling Unit JAG CFM IAQ Watts/CFM IAO Fan Type IAQ Recovery Effectivensas('/) HERS Verification .SFam IAQVentflpt 65.95 0.25 Default :0 Required N_ Ln N O 0) U C O O N X O O to M 2 U Q M U CL S fu u\ en $' 00 i a `^ o a � S Q] � `'_G3� Lto n -� 4Z q) Q) E VN S --6 9 V N W E 0 ou i = 75 N y� a. UN j i—a Z_ M one rA z I y o �r age O l LJ —1 CD ry 0 O W � � O r� U) V L W CD OM � U z CD U 0 to -I w of Ln Q CD ME m z O A in a O °z z ti z w U U WW ,ITS, log wall assembly & anchors n 3/4" thio qqh bolt per Header per plan, notch post, size varies REVISIONS per course plans &shear schedules course pions post to fit with a 1/3 1/2" x 10" lag see Ian e i i p for type diameter maximum notch pin at post ctr. 6/24/04 5/8" x 10" AB'S 48" OC 1-1/8" / 1" x 5" wide plywood block ii construction adhesive between ply with (2) - 1/2" las drily post btm. 2x6 floor deckin RES 10/01/04 entire perimeter below log walls I I block & deck g p g log Joist per NOTE 5 1/2" 12" at ends, UNO as required to fit in DIMENSION on foundation plan rim joist per framing plan II q pin 1njo T&G decking plan I on joists per plan floor joist height per plan i i HDU2-SDS2.5 or manuf. holdown with double blocking bracket @ AB location 8' OC max. screwjack option�by each side of 6x10c� i i 2 x 6 decking overpre-bent flashing i i felt backing if log manuf. holdown log manufactureI Typical screened foundation joist per plan available _ LOG , log joist No. 4 horiz. vent location 1 1/2" 3"X3"X1/4" bearing plates @AB's fn WALL I a F w E top of block: two vent blocks inner mesh i i wo/ holdowns � wallbar @set belo ° UJ solid: 6x14 vent or similar Z W = 3 c fdn vents. 24 ► r 2x6 deck over Z 0 3 Z ►_ c Pt dist per Ian CB88 anchor or 6x8 tenon min. y o y z E OC max. ° V (a 0 1 p p equal, UNO with 12" log hog to Z _ 0 '' W N GRADE N o to wall Z m z y o ° 4 verts 24" O/C alternate •_ 6x10 post to top of joists 9 8 0 7 - No. o/ 2 x 8"sq. Pt W a LL d U bends In footing; dowels similar J ply p p Pt stand off Z a W a a F �I a •Dist & I per Ian Standoff 5.5" � Z O } —I ...I I ° if required y d J= Z a N 12" min or ► p _ TENON MOUNT Z � — I Simpson hanger N a W V W Z x = Z 3 H a frost R p 9 2 x 8 Pt sill late � Z � F o depth 8' 8 NO 8' install w/ screws only a a - (3) no.4 cont. w/ 24 bar dia. overlap Anchor bolt per detail #1 a W o W Z o o p Foundation , w/ (2) wire ties E #3 pin, up 8 = W OJ H m footing per plan a o N Z GRADE 12" min or _ ~ 6 mil vapor barrier in crawl area i` , „ _— -- c per plan a W z a m 24 (uno) I I1=11— — frost _ 1/4 formed steel LLJ ~ N See fdn plan = depth _E I 1/2" x 10" lag half -round joist hanger o tA a z W Z W w/ (2) 2 1/4 end = .4 ~ a Undisturbed soil — - - flange w/ 1 /2" x 3" J a W o W Z OR engineered fill — i- - - - - - - - - - - - - lags to beam U J W W = f x o a W in W ~ W Z ~ Q 1 BEA log joist a 3 Q N Z Z FW- W } W FOUNDATION DETAIL DECK POST 4 POST (� MAIN BEARING _ � Ix 1 a � W } T DECK/FLOOR FRAMING _= z m 3 z 2x sleeper 5/8" cdx plyw w/ 8d beam end - notch log wall – nails @ 6" OC to fit w/ 1/2" x 10" edges, 12" field (UNO) on 2x_ sleepers p BUTT MOUNT la countersink as needed 1x10 trim 0 0 0 0 000 0 0 0 0 0 0 (varies per insulation level) @ 24" OC D 9; bd. 000000000000 for full thread penetration g o°°°°00°° ° °°°°°°°°°°°° O O o O 0 0 0 0 0 0 0 0 0 0 0 0 0 „ 2 x 6 T&G deckin on °0°0°0°0°0°0°0°0°0° 0°° vertical w/ simp A35 clips @ 48 OC OoGoo°O°O°o°O°°°°°O°O o0 „ o O o o log porch rafter per. °°°°°°°°°°°° ° o ° ° ° ° o ° ° ° ° o & 6d toenails 16 OC 30# felt at deck. beam o 0 o beam plan with 1/2" x 10" 10�� � blown in expanded foam insulation, closed cell , o. rA Li >- LOG4�_ o o O o / / lag into header - countersink facia simp. A35 clip or rigid foil face insulation required by local cods o o '� I I W w/ full thread penetration CliW Ln LO X WA Lbeam I ' insulation to fill entire hange % 13 � / ► i 2x6 rdwd rake 1 sleeper air 1 /2" x 10" lag 2 1 /4 E"+' ... O = Y 0 + 6 OC (UNO) therwse vent space shape s uare flan a11 o Z Wa g Ix Tp o J � o3/4" edge nailing be required � o CO ' 12" x 16" x 1/4" splice late Porch header on 10" post - 20d common galvz. _ — 1/4" formed steel I W a W_ m each side with (8)p /2" P 3" splice at post center only w/ nails top & boftom Eto Dist w/ welded flange ears + I.- M a 1/2" x 10" lag countersink 3 each stud crossing two side flat gable rafter 91 O I O W _ o LO lags each side of splice. 24„ Q, • • 04 2: M � w 6 minimum tYP• for full thread penetration 3 o SHEAR — _ O o ctr. POST — I single plate w/ (2) 16d U.N.O. _ seat into post WALL � / VARIES/ 16" OC into gable rafter BEAM— (2) 2 1/2" x 10" las E log chinking at in opposite and g seams wall finish by others varies LOG JOIST BEARINGS diagonal directions log siding over tyve R-21 batt @ cavities occurs @ top &btm. if . or similar wiggle wrap 7 y� screwjack not used at bottom barrier over 1/2"cdx or OSB TOP MOUNT p� S BEAM /WALL CONNECTION RAKE DETAIL C Q R 6 7 POST BEAM 8 PORCH EAVE / HEADER 9 sheathing on 2x6 studs 16"OC ca ,,0? s 5/8" cdx ply w/ 8d nails @ 6" OC continuous ridge board SimpsonCS16 coil strapping I . T required edge Wallin w/ 16d each hole 4"max. edges, 12 field (UNO) on 2x_ sleepers 0 q 9 g cut small flat to accept 3/4 throughbolt with welded top plate insulation per detail 9 ends of top and bottom recessed into top log course CMI. (varies per insulation level) @ 24" OC 0°000'- required by local codes log rafters, ° °0°poo°0 horizontal rails, toe nail pF ��,� vertical W/ simp A35 clips @ 48 OC °°°°000000000 insulation to fill entire built-up insulated roof birdmouth to fit — „ & 6d toenails 16" OC ,°00o0o0ao00�00°° sleeper cavity, no air space system See details beam with 1/2" x — to post with 3 plated 12" LOG HOG LAG SCREWS °°°°°°°°°°°°° otherwise vent space shall 9&10 10" lags into ridge, screws PER SHEAR SCHEDULE °000%00°0000 be required at near horiz. position 2X6 T&G decking over log porch rafters ( I I structural members only were included 30# felt at deck °o°°°°°° 0000000, °° countersink per plan with 1/2" x 10" lag into I I I 2" round verts with 3" 0000°0°000°0° ° °°°°°°° � house rafter. plated sheetrock screws in this structural revieNaldesign. 2 X 6 blocking°°0°0°,°, ° °° to &bottom to horizontal Non-structural members are NOT included. 0°0°0°0 POSITION VAR S rails °000000 E double 2x6 T&G decking �� �` v 4" round +- top & bottom frieze blocks, notch between I I ( I horizontal rails with 2-1/2" _ roug awn Ce rafters to fit w/ 10d toe flat to accept verts 1 x • nails piece to piece, piece I TYPICAL ALL trim bo �\ to deck, piece to wall HOUSE RAFTER — `� ` x typical round log posts OPENING z LOG WALL RIDGE BEA / NOTE: WHEN USED FOR GUARD RAIL ; 2 x 6 T&G decking on LOG WALL AT STAIRCASE, CONTRACTOR TO INSTALL i i u1 Log Rafter, saddle post per plan ON INSIDE TOP RAIL ADDITIONAL BANISTER RAILING VVITH CROSS SECTION I O notch top log course OF NO LESS THAN 1 1/4" OR GREATER THAN 0 to fit & provide two 14 2". THE RAILING SHALL BE EN 34" rows gasket material TO 36" ABOVE THE NOSING OF THE TREAD. 2 x 6 facia, angle cut w/ 1/2" x 10" lag min. RAILING DETAIL 0 0 i decking t0 fit, may vary countersink for full thread I 0 g yry 16 penetration RIDGE DETAIL - PORCH RAFTER 0 EAVE / I NSUL. DETAIL 1 1 1� Q 10 cr 0 i a w NOTE: I 1 x finish board 2 x 6 stud wall 16" O/CQ behind rafter & LOG DORMER POST I (� log stringers with LOG RAILINGS SIMILAR continuous 6 x 6 blocking2SF90 degree two 1/ 2" x 10" TO DETAIL 16 OF D-1 I Z ` f� on dormer ostwith I bdt hid i4t 4, ad �., trimmer studs each end p aq s eac s e' e s saddle hanger if required nailed solid into place 1/2" x 10" lag, note; tread width 36" mm, otherwise use log siding with 1/2" x 4" lag through countersink for full as ledger stud into each end. thread penetration 9" min Provide blocking each stud into rafter Cn cavity at porch rafter ��\ (11" PREFER D) as occurs. ` 0 0 2 x 6 T&G decking 4 CV O O 0 0 'v O 0 CV r-1 x x x Q U iL— angle iron with 1/ 4" plate steel base with L--1 O double fillet weld I O O I i U) provide (3) 9116" 1 i hales back flange & (2) 9116" holes Side rim joist per plan with PE MIT# LO flange as shown i holdown bracket as per B E COUNTY DEVELOPMENT SERVICES detail no. 2 i FON use I/ 2" lags to members l CO COMrIll h side LOG PORCH RAFTER o o FFONf VIEW 51PE VIEW 'nch „ •Q nne DA E /L RONSN�NI: LOG RAFTER through bolt pcces pocket of through bolt 6 Into 12" wide min, 1/ 2 log BEAM HANGER 1 1/2" = 1'-0" 4" x s" dimeinsion inimum rim joist min. dee shear schedul DATE t stringer 1 7 Dist for others I o7iovzooa 4x4x12" long block scALE Log Joist w/ (3)1/2" x 10" lags REVIEWED 1 i r = r -o• (UNO) edge nailing into house rafter ( 8 max.) FOR CODE COMPLIANCE i Jog NO. NONE throu h bolt „ o o JUL 2 2 2096 ' CHECKED 9 (7.5 PREFERED) ybinger no. 2 lodge pole pine SHEET LOG WALL 48" OC spaclnq max, TRB AND ASSOCIATES Log Wall D-1 1 4 15 - THROUGH BOLT DETAI 3/4" 0 18 13 RAFTER CONNECTION STAIR R DETAI L RIDGE DETAIL T I FXVISIONS: i 1 i `'D j HOM�5TAn L06 HOME5, INC. c HLH, Inc,) hold all rigkb to the contents and Ideas herein, nese plans are for the construction of one 6ulldinq for the name referenced in tdc block, These plans are not to 6e copied 64 any means Includlnq, but not limited too, mechanical, electronic, copying, tracing without the written permission of U, Inc,; with the exception to texecute th that which Is needed to is project, The contractor Is responsible to verify all dimensions and site conditions and notify HU, Inc, of any error aid / or omissions prior to the start of construction, - O GREG & R 0 S I E SMITH E STE ������� 15058 HUMBUG ROAD ._---. MAGALIA, CA LOG HOMES HOry MEADLOGHOr ES. M 6301 CRATER LAKE HIGHWAY MEDFORD, OREGON 97504 PHONE: 541 926 6211 +FAX: 541 9261797 BUTTE COUNTY; OROVILLE O73 - C 0= �C C_ CHECK BY. RS <C CD SHEET NO. Z3 U (Dc CD C _ C < �i a rn o - C <C (U - O C-D� G) C a 0 --n < L R 0 O Lo I FXVISIONS: PROPOSED PLAN FOR:DISCLAIMER DATE: 11/9/2015 `'D DATE: - HOM�5TAn L06 HOME5, INC. c HLH, Inc,) hold all rigkb to the contents and Ideas herein, nese plans are for the construction of one 6ulldinq for the name referenced in tdc block, These plans are not to 6e copied 64 any means Includlnq, but not limited too, mechanical, electronic, copying, tracing without the written permission of U, Inc,; with the exception to texecute th that which Is needed to is project, The contractor Is responsible to verify all dimensions and site conditions and notify HU, Inc, of any error aid / or omissions prior to the start of construction, - GREG & R 0 S I E SMITH E STE ������� 15058 HUMBUG ROAD ._---. MAGALIA, CA LOG HOMES HOry MEADLOGHOr ES. M 6301 CRATER LAKE HIGHWAY MEDFORD, OREGON 97504 PHONE: 541 926 6211 +FAX: 541 9261797 BUTTE COUNTY; OROVILLE O73 - DRAWN BY: RS CHECK BY. RS SHEET NO. 0 i Cn i o - <C (U - C-D� G) C --n < L R Lo M M -i - W � C N -n ® ;0 W . 1 ®mo h� n 1 Z C) M p*v v C r— v m C a N n—M 00r- '�} D COM N Q G o o�O r 01 rrp M ®' > Z n U) m m i i C:\Users\rondraws\Documents\AutoCad\B-homestead\788_smith\engineered smith planviews_rev_5-9-16.dwg, Model, 6/22/2016 8:38:04 AM, AutoCAD PDF (High Quality Print).pc3, ARCH D (36.00x 24.00 Inches), 0.25:12 JOB INFO: FXVISIONS: PROPOSED PLAN FOR:DISCLAIMER DATE: 11/9/2015 BY: DATE: - HOM�5TAn L06 HOME5, INC. c HLH, Inc,) hold all rigkb to the contents and Ideas herein, nese plans are for the construction of one 6ulldinq for the name referenced in tdc block, These plans are not to 6e copied 64 any means Includlnq, but not limited too, mechanical, electronic, copying, tracing without the written permission of U, Inc,; with the exception to texecute th that which Is needed to is project, The contractor Is responsible to verify all dimensions and site conditions and notify HU, Inc, of any error aid / or omissions prior to the start of construction, '°B NO: 788 GREG & R 0 S I E SMITH E STE ������� 15058 HUMBUG ROAD ._---. MAGALIA, CA LOG HOMES HOry MEADLOGHOr ES. M 6301 CRATER LAKE HIGHWAY MEDFORD, OREGON 97504 PHONE: 541 926 6211 +FAX: 541 9261797 BUTTE COUNTY; OROVILLE SCALE: NOTED PER PLAN DRAWN BY: RS CHECK BY. RS SHEET NO. s utility room conc retaining wall fill and slab over w/ stone veneer finsih colored metal roofing 8" log siding 2x6 studs 16"o/c with 2x8 let—in blocking cont. 1 /2"cdx over @rafter abutment, verify position 2x6 roof jacks 2x6 rafter jacks 24" OC, W/ simp. 24 OC, match fasci hanger to 2x8 height match facia height t&g lid to main roof 2x4 kickbacks w/(2 toe nailed to 2x4 ledger notch wall to fit FAKE a 8" log siding 12 10 V Q�Oresc ; 4-02 z M a 4F CAIS Structural members only were included in this structural review/design. Non-structural members are NOT Included. N' O COO 1.-0 N Ct Q� Ln -KS M CD s � t� �+ 16 QJ Q] _ x r\ N k U _0 U N N CU] X � U s C? N' O COO 1.-0 a a Ct Q� Ln -KS M CD QJ Q] U r\ N k U Q U N N X 3 �� _ C? UC) U i5 > Z � -a CONC LANDING PER PLAN REVIEVVMPLIANCE CO O � a 1F'''w�-11 z a O Qj c p Q 1\/�' .rte = 2 N L b N � JUL 2 2 2016 GARAGE north e I e v 0 < r x 41 U eSSOCIATES - iRE AND ArA Is ` A �g U Q o a LL Q a z N `, I SSA' o Q I O ca co •�� �l CD N N N l�0 a a O LA1 CL E LLJ = Q (D 55 O w co 00 C/-) m z F� U O a) O_ U 0 J w C D LCA Q U CD T— m O Q C N E NS log corner posts oLA o _0 f° PERMIT # L_ BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR o CODE COMPLIANCE O COO 1.-0 a a Ln — DATE ----�- i U CONC LANDING PER PLAN REVIEVVMPLIANCE CO O � a z a N FOR CODE N � JUL 2 2 2016 GARAGE north e I e v 0 < r x z eSSOCIATES - iRE AND ArA o A s A 7 26' 11 40'-6„ 7'-6" 11 7'-6" ------------------------- ---------------- ---------- I S85/Sx24 16 min SB5/8x24 I � I ------------------- ------ ---- --------------- ------------------- I r ---------------------------------------------� vent blocks with 411mesh screening --------=------------hlack_a�faL----=----' I '. I I I I between 9 garage door 9 garage door I ; sBs 8x24 / PROVIDE 1 150TH NET, FDN VENTS FOR TOTAL I r— — — — — UNDERFLOOR AREA. Emil barrier 5/8x24 I „1 1521 FT2 / 150 = 11 FT2 TOTAL VENT SPACE through out 1 — crawl access above 19'10 -114 I I 10 - 64 Emil barrier I CAI — — — — I I I I i•I•�rnllnh nll� ( I L ---J I ^I 1 14 4„ conc stoop —N ------- —----��_�---------- p - ' dot ' 6mil barrier (0 cripple footer per F L i i 00I „ i i' I I C detail w/'AB @-- C C I I through out stem 6 wide 'w'all at garage & utility 6 OC N block out 3 man' oarroom' i � - — — — - — — — — J '•" I I I I I I I I ' 3'X4'CONC LANDING CRC- 311.3 -WITH 7' '` MAX DROP FROM -GARAGE SLAB CRC SEC., R311.3.2 .— J SB5/8x24 I. I S 5/8x24 I I »I 3 Lni I expanded fire box footing Ln 1 '. •. sB5/8x24 i ; i w (4)#4 long & #4 12" Emil barrier t ' -- - ---J I I OC short ------------------------ ---- ------------- — - —-------_-- I through ou I I F------------------------------ --- -------- ----------------------- I I--- — — — — — — — — — — — — — — — — — — — — I I ' ' 1 11-4" A ------------------- --------- B N ------------ ----------- A CB88 anchor at slab for log 'posts C A - 7'-5" D 60"sq x 14" thick w/#4 bars 6"OC EW, #5pin ctr.up 8" 7'-5" 1 14 4„ conc stoop —N ------- —----��_�---------- p - ' dot ' 6mil barrier (0 cripple footer per F L i i 00I „ i i' I I C detail w/'AB @-- C C I I through out stem 6 wide 'w'all at garage & utility 6 OC N block out 3 man' oarroom' i � - — — — - — — — — J '•" I I I I I I I I ' 3'X4'CONC LANDING CRC- 311.3 -WITH 7' '` MAX DROP FROM -GARAGE SLAB CRC SEC., R311.3.2 .— J SB5/8x24 I. I S 5/8x24 I I »I 3 Lni I expanded fire box footing Ln 1 '. •. sB5/8x24 i ; i w (4)#4 long & #4 12" Emil barrier t ' -- - ---J I I OC short ------------------------ ---- ------------- — - —-------_-- I through ou I I F------------------------------ --- -------- ----------------------- I I--- — — — — — — — — — — — — — — — — — — — — ------------ A NOTES A ------------------- --------- B -- ------------ ----------- A CB88 anchor at slab for log 'posts C A - 7'-5" D 60"sq x 14" thick w/#4 bars 6"OC EW, #5pin ctr.up 8" 7'-5" #5 pin 8"exposure, 8"into conc 10'-4" 7'-5'$ 7'-5" separate all non -pressure treated wood from concrete w/30# felt or equal FOUNDATION @ FRAMING 1 „_ 1,_0„ 1 PERMIT# L�3 BUTTE COUNTY DEVELOPMENT SERVICES 5/8„ X 12" ANCHOR BOLTS 48"OC, UNO. INSTALL PER DETAIL 1 OF D1 REVIEWED FOR CODE ,.,_COMPLIANCE DATE —71 Ti� / 1 - REVIEWED REVIEWER FOR CODE COMPLIANCE JUL 2 2 2016 TR13 AND ASSOCIATES V Ln N 0 cn t u c 0 0 N X 0 0 ko 0 2 U M a c a` to _s LL CL Q U 0 a en ILO Q T Q N N l0 UJ O O1 3 kD C, Ln a, L Lf Q) C CU Q �C I_ LA structural members only were included in this structural review/design. nn_-ztructural members are NOT included. i NO SIZE. / STEEL QUAN NOTES A 24"sq x 12" thick w/#4 bars.6"OC EW 4 CB88 anchor at slab for log posts B 30"sq x 12" thick w/#4 bars 6"OC EW 2 CB88 anchor at slab for log 'posts C 48"sq x 12" thick w/#4 bars 6"OC EW, #5pin ctr.up 8" 1 #5 pin 8"exposure, 8"into conc D 60"sq x 14" thick w/#4 bars 6"OC EW, #5pin ctr.up 8" 1 #5 pin 8"exposure, 8"into conc PERMIT# L�3 BUTTE COUNTY DEVELOPMENT SERVICES 5/8„ X 12" ANCHOR BOLTS 48"OC, UNO. INSTALL PER DETAIL 1 OF D1 REVIEWED FOR CODE ,.,_COMPLIANCE DATE —71 Ti� / 1 - REVIEWED REVIEWER FOR CODE COMPLIANCE JUL 2 2 2016 TR13 AND ASSOCIATES V Ln N 0 cn t u c 0 0 N X 0 0 ko 0 2 U M a c a` to _s LL CL Q U 0 a en ILO Q T Q N N l0 UJ O O1 3 kD C, Ln a, L Lf Q) C CU Q �C I_ LA structural members only were included in this structural review/design. nn_-ztructural members are NOT included. i 3 2" x11 8" VL rim joists (shaded) typical below log walls. cut thru bolt FI I N I CD o C I O N O C? ko � CD o CD Q Lnm I I U 00 L - I -J I 3 2" x11 8" VL rim joists (shaded) typical below log walls. cut thru bolt pockets in top edge of rim per detail 18 of D1. Refer to course plans for locations V A-, m Cfyllp OF CRS Structural members only were included in this structural review/design. Non-structural members are NOT included N 41 m N O � S X O U � 3 u '6 V C.bs Q] Q1 '- �] S -_5 rx 0 W � � `5 E L N Q o -s n see rA it Q Q g�fo O 1-+—I ^ W ^ J o �o w� 0 M z ^ U F+i O Ow �wo� n- Ln Q m Z a O A �m O a o � im z UW rpWT�r O vV Q U C I N CD C I O N O C? ko � I o U Q I I U A-, m Cfyllp OF CRS Structural members only were included in this structural review/design. Non-structural members are NOT included N 41 m N O � S X O U � 3 u '6 V C.bs Q] Q1 '- �] S -_5 rx 0 W � � `5 E L N Q o -s n see rA it Q Q g�fo O 1-+—I ^ W ^ J o �o w� 0 M z ^ U F+i O Ow �wo� n- Ln Q m Z a O A �m O a o � im z UW rpWT�r O vV Q U C 00 CY � I I I I a —. I I I _ a — O �. Q i i a , � N m v conc slab � o d) a •-------------------------------------------------- ----------------------� 10" log posts w/C1388 anchors to slab Q, >1 a� L L' 3 a, c m o. s E in FRAM I N 99 1 4 � L C C, E col co �o a, E m U a Q c E U 0 D 3 M a a PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES i REVIEWED FOR Ln CODE COMPLIANCE 3 / DATE U REVIEWED FOR CODE COMPLIANCE JUL 2 2 2016 TRI3 AND ASSOCIATES A-, m Cfyllp OF CRS Structural members only were included in this structural review/design. Non-structural members are NOT included N 41 m N O � S X O U � 3 u '6 V C.bs Q] Q1 '- �] S -_5 rx 0 W � � `5 E L N Q o -s n see rA it Q Q g�fo O 1-+—I ^ W ^ J o �o w� 0 M z ^ U F+i O Ow �wo� n- Ln Q m Z a O A �m O a o � im z UW rpWT�r O vV Q U C Ct CN �J s WINDOW SCHEDULE NO SIZE / TYPE QUAN TEMP NOTES 1 3050 SH / grids 4- - 3" mullion btwn, sill 18"min 2 2040 SH 1 Y E 3 2030 SH 2 - obscure 4 5030 XO 3 — L 5 5040 bay / SH flankers 1 — 6 4030 XO 1 — 7 3040 SH/ j round /grids 2 — 8 3030 XO / grids 1 - obscure 9 TRAPEZOIDS 4 - field measure 10 3050 SH / arch top /grids T-4 - see west elev. 3"mullion btwn AREA STATISTICS DESCRIPTION AREA FT2 MAIN FLOOR LOG 1280 SECOND FLOOR LOG 913 UTILITY 183 GUN ROOM 136 GARAGE 624 COVERED DECK 330 99 MAN FLOOR P LAN 11/4 NORTH MECHANICAL NOTES: qqq HEAT - HYBRID GAS-ELEC HEAT PUMP DIRECT VENT ONLY HOT WATER - GAS ON DEMAND ALL GAS APPLIANCE TO BE VENTED TO OUTSIDE PER CURRENT CA CODES FIREPLACE TO BE INSERT; WOOD/GAS TO BE DETERMINED. GENERAL NOTES: 2X6 WALL FRAMING © GARAGE, UTILITY, GUN ROOM WALLS INTERIOR WALLS @ HOUSE 2X4 FRAMING; UNO EGRESS WINDOWS PER SCHEDULE NO. 1,4,10 SHALL MEET ALL EGRESS REQUIREMENTS PER CRC 310.1, AS FOLLOWS: 44" MAXIMUM SILL HEIGHT ABOVE FLOOR, MIN. CLEAR OPENING WIDTH OF 20",24 IN HEIGHT, AND MINIMUM NET OPEN AREA OF 5.7 FT2. CONTRACTOR SHALL VERIFY THESE REQUIREMENTS PRIOR TO INSTALLATION WA isral members only were included in his structural review/design. ;tr ctural members are NOT included. v N Ln O STORAGE 8-9x13-3 s 4 0 0 MT N 3068 L x 0 C? m rn a W ., 0 a Q Q m Ln ci v co 0 N N N l0 'O O C, Ln C� 1 a, t EA m a s N � S x F v (q S i 'k3 � s -�7-5� Q z F -a -I ::�E tS 4� -Z� W � 211 o g O a N o U g oleo �81 .4 .4om to LLI � Q O O cn rz w M M z � � U ::Dw o O -,::3f c�300 w P4CD o ^ Ln Q Z a o Q rA 0 Q r Z Gq Z m a 00 00 .a 0 s m a a E O 0 Ln 3 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR a CODE COMPLIANCE L DATE �%/ S�L-Io—PYa--- V REVIEWED FOR CODE COMPLIP NCE -FRB AND ASSOCIATES m a s N � S x F v (q S i 'k3 � s -�7-5� Q z F -a -I ::�E tS 4� -Z� W � 211 o g O a N o U g oleo �81 .4 .4om to LLI � Q O O cn rz w M M z � � U ::Dw o O -,::3f c�300 w P4CD o ^ Ln Q Z a o Q rA 0 Q r Z Gq Z m a PERMIT BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE I---- --SY REVIEWED FOR CODE COMPLIANCE JUL 2 Z 2016 YRB AND ASSOCIATES ca b vQ? m i m, M cS} CM`•,. OF G��`�4 Structural members only were included in this structural review/design. N -structural members are NOT included. % � s v s Ln L y, N N s O u O �'s -� RT x 7, C) v o z C, 0 U In M 1--I S +4 7 C7 t O1 2 LL 0 � n ¢ :3I( z� ¢ ... $ 8 00 k 0 N N N t0 d O .a r Ql 111 r — O L LA 2 C :Q Q L W Ln rw,W, I L O Gj rill O LA W 00 co M o U O E86= Q U E a LCA Q U 0 i C m E U z o A m � o m i lJ 0 0 a O °z in z A o run u GLB per plan insulated roof per log rafters detail 9/D1 8" 2SF log header exposed decking & hanger 1 D log rafters 10" log ridge beam 12 dormer post �n base trim - 3'-1" 3'-1" 3'-1" 3'-1" 3'-1" 3'-1" _ ( 3') . 3'-1» . 3'-1" . 3'-1" 3'-1» 3'-1" 3'-1" NUN I t1 1%4" LOG WALL; VARIES 2x treads w/ 2" 10" min radial nosing111 1 $ plywood deck over (3'-6"min) joists per plan 74" max rise 2" sheetrock below stairs cturai members only were incl+ad2d in this structural review/design. structural members are NOT includes:. N 4 a q3 O U U man Z N N U U S g N z' e S I x aom m g� t -7K -Fl W U O a N E tA, 3 v N Ln a q3 O U U man Z N N U U n v N �+ tLis N z' O I x aom m g� t -7K -Fl W U O a E tA, � v W O a L/� 03 J m Q UN a $ + M ::D a co O^ s 'a PERMIT # `✓ �— b� BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE Ful• COBE <.' : 'AIPi.IANIC Jai. r viii; TRB AND ASSOCIATES LL a U U man Z �r 'w n = Q z' O I x aom m g� rillO as$co a C/) O N N N 1� c CO a l l E lo -4 LJJ Ln n = Q O rillO C/) E tA, W O ::D co O^ 'a O U O GJ 0 C�d = Q U 0 Lo LLJ -� Q LSI Ln u U 0 C) 2SF log plate over 2x6 stud wall 45/81'- 10 et rock lid cont. ridge vent trusses are diagrammatic actual configuration by truss manuf. i"CDX sheathing or OSB on pre—engineered trusses 24"OC w/HI clips truss to top plate each side. OPTION: attic trusses @ 24» OC double top plate 8"log siding over vapor wrap o barrier on 2"CDX or 16"OSB sheathing on 2x4 studs 16"OC N cone slab GRADE 6" wide stem wall per plan view 99 GAF AGE SECTION 1 4 end to end, splice at post uvuuic 111,Uu1,10 U` Nvi`'" y"""' centers only w/ (2) ""x10" see west elevation lags ROOF FRAMING 1/4 " frieze blocking per detail 10/D1 'Z2 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATEy % (v - g--- REVIEWED FOR CODE COMPLIANCE JUL 2 2 2016 TRB ARID ASSOCIATES Structural members only were included in this structural review/design. on -structural members are NOT included. � v s 3 v N Ln i N R C:) +s Ln u U ru q3 C O S 6 46 N C.) U O 6 V > N tD 2 W M p ks < u v .`C Q i5 o. Cn LU v i Q S n 75 tE I a LL 0 a so@ rn U . W Z a ri '' E x jm 94 I° co to r 0 N toN N GJ .a 0 �o Oo, > T. ai !+i c CL E aj aj O O W cry � tAl w O 000 m Z F—'..I �S =D41 U O a oCj = Q U E O —� W cc � Ln A U 0 Q E Z o O A c 0 eii to C U O a a N 94 M�i a Q a a r Z Z � � F a � U a � a U 2 X30 MIN. ATTIC ACCESS, PIAC SO CLEAR C1 LINO H IGHT IS GREATI R THAN 30" r— —� I I I I _ L U N � I I C �K:;n O C U N U i QO O v= �J- N L CI) O O C -� i CQ -� 45/81'- 10 et rock lid cont. ridge vent trusses are diagrammatic actual configuration by truss manuf. i"CDX sheathing or OSB on pre—engineered trusses 24"OC w/HI clips truss to top plate each side. OPTION: attic trusses @ 24» OC double top plate 8"log siding over vapor wrap o barrier on 2"CDX or 16"OSB sheathing on 2x4 studs 16"OC N cone slab GRADE 6" wide stem wall per plan view 99 GAF AGE SECTION 1 4 end to end, splice at post uvuuic 111,Uu1,10 U` Nvi`'" y"""' centers only w/ (2) ""x10" see west elevation lags ROOF FRAMING 1/4 " frieze blocking per detail 10/D1 'Z2 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATEy % (v - g--- REVIEWED FOR CODE COMPLIANCE JUL 2 2 2016 TRB ARID ASSOCIATES Structural members only were included in this structural review/design. on -structural members are NOT included. � v s 3 v N Ln i N R C:) +s Ln u U ru q3 C O S 6 46 N C.) U O 6 V > N tD 2 W M p ks < u v .`C Q i5 o. Cn LU v i Q S n 75 tE I a LL 0 a so@ rn U . W Z a ri '' E x jm 94 I° co to r 0 N toN N GJ .a 0 �o Oo, > T. ai !+i c CL E aj aj O O W cry � tAl w O 000 m Z F—'..I �S =D41 U O a oCj = Q U E O —� W cc � Ln A U 0 Q E Z o O A c 0 eii to C U O a a N 94 M�i a Q a a r Z Z � � F a � U a � a U 1' 3'-9" '-6- fireplace to be eld cut 5' 5'-6" 8'-3" 3'-9" 1'_�, 11' 3'-6" 3'-6" 5' 3' 3' 5'-6" 5' Lni 1 / 1 11 - 6'-6" 7' 5' 9' 1 1, 4, 5,-6" 5' 3' 5' 3'-6" L 1' -12 8 2S OG W/,\ --S through bolt pockets as per detail 18 of D1 assure crawl space access for future tightening. THROUGH BOLT POCKET PLAN 1/4 4' 8'-3" 5'-6" 5' i I I 7' 5'-9" LO Ln I Ln I 15" on center spacing WALL log to log btm log to rim rim to sill plate sill to ftg. HARDWARE 5/16" x 12" Log hog 1/2" round lags 15" 6, 2,-3„ Ln I N 1,1,-6" [ 6' 1 2' 6 1' L 1' � '1 L 5 �L 5 �L 2 1I, 1 1' 2' 6' 1'-6" LATERAL SCHEDULE: on center spacing WALL log to log btm log to rim rim to sill plate sill to ftg. HARDWARE 5/16" x 12" Log hog 1/2" round lags simpson A35 5/8" round AB A 30" BETWEEN OPENINGS 36 36 48 CL 30" ABOVE AND BELOW OPENINGS s E LAL B 30" BETWEEN OPENINGS » 36 » 36 ff PERM 48 C 30" ABOVE AND BELOW OPENINGS ai E C 30" BETWEEN OPENINGS 36" 36" 48" 30" ABOVE AND BELOW OPENINGS im ai 0 D 30" BETWEEN OPENINGS 36" 36" 48" D CU U 30" ABOVE AND BELOW OPENINGS Q a� E 30" BETWEEN OPENINGS 36" 36" 48" 0 30" ABOVE AND BELOW OPENINGS BUTTE COUNTY DEVELOPMENT SERVICES a F 30" BETWEEN OPENINGS 36" 36" 48" 30" ABOVE AND BELOW OPENINGS REVIEWED G 30" BETWEEN OPENINGS 36" 36" 48" 30" ABOVE AND BELOW OPENINGS N_ Ln N a� L u C O 0 N X 0 0 t.d D 2 V Q eri a c a Cr -C .21 LL f1 Q u 0 Q a 0 N fV 00 (0 r O N N N �o 0 PC FOR CODE COMPLIANCE JUL 2 2 2016 TRIS AND ASSOCIATES Structural members only were included in this structural review/design. uctural members are NOT include rn 3 �o to a) `i tA 3 2 c CL s E LAL al a) C C ai E LI co ao im ai 0 t m 16 CU U Q a� 0 0 r# BUTTE COUNTY DEVELOPMENT SERVICES a REVIEWED FOR -,A- CODE COMPLIANCE CODE N /lam B REVIEWED FOR CODE COMPLIANCE JUL 2 2 2016 TRIS AND ASSOCIATES Structural members only were included in this structural review/design. uctural members are NOT include ELECTRICAL LEGEND zo duplex receptacle �S duplex w/switch heater is installed. quad receptacle c. A condensate single 220V =WP duplex waterproof GFI GFI ground fault interupt circuit ® duplex floor receptacle -�!)�2 duplex, 1/2 switched high efficacy or controlled by hard wire connection Other Room Lighting wall light Op recessed can light ® ceiling light ®' pull switch ❑I ceiling exhaust fan/light FO -1 ceiling/wall mount exhaust (D— flood or accent lighting -bp) switch, type by contractor �3 three way switching �a dimmer switch so smoke detector, interconnect carbon monoxide detector Ln a3, ceiling light / fan with > control switching EP electric panel b. A category III or IV vent, N or a type B vent with straight pipe between the outside termination and the space where the water heater is installed. shall be switched seperately. c. A condensate drain that is no more than 2" higher than the base where the water heater is installed,. and allows natural drainage without pump 150.0(k)6 assistance. efficacy type. all other lights installed in bathrooms must be high efficacy or controlled by vacancy sensors Other Room Lighting OUTLET(S). THIS CIRCUIT SHALL HAVE NO OTHER OUTLETS. CEC article 210.11(C)(2) all hardwired lighting shall be d. a gas supply line with a capacity of at least 200,000btu per hour. AT LEAST (1) 20AMP BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY BATHROOM closets less than 70 sgft are exempt from the residential lighting requirement. 210.11 (C)(3) motion outdoor lighting shall be high motion a motion sensor with integral photocontrol. (lighting around C LESS THAN 3 FEET FROM A PROPERTY LINE AND 3 FEET FROM ANY OPENINGS INTO THE >1 BUILDING PER CMC sec. 504.5 THE PLUMBING AND DUCT WORK RUNNING VERTICALLY THROUGH A FLOOR, CEILING, OR Ln a3, ROOF SHALL BE EQUIPPED WITH FLEXIBLE CONNECTION TO SUFFICIENTLY ACCOMMODATE > THE INVOLVED SETTLING HEIGHT. WIRING THROUGH OUT THE HOUSE SHALL HAVE SUFFICIENT SLACK OR BE PROVIDED WITH SUFFICIENT EXTRA SPACE TO ACCOMMODATE �. / E PLUMBING PIPES SHALL ONLY TRAVEL THROUGH A LOG WALL PERPENDICULAR TO THE LONG HORIZONTAL AXIS OF THE LOGS, SHALL BE LEVEL OR NEARLY LEVEL., AND SHALL / I SETTING GAP TO ACCOMMODATE THE INVOLVED SETTLING HEIGHT. ICC400-2012 ai sec.304.3.7.2 rGF1 GFI I / GFI 55 BOARD IN A LOG WALL SHALL BE THE SAME AS ALLOWED IN SIMILAR SIZED CONDUIT AS SPECIFIED IN THE APPLICABLE ELECTRICAL CODE. ICC 400-2012 sec. 304.3.7.3 EA hl co a tA GFI — — — GFI s m cu U O counter a Ln E V O 0 3068 R 3068 L a PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES N REVIEWED FOR -J L--------- — v DATE_ -- BY REVIEWED GFI \ \ / / SD OHD OHD� W 1UTILITY/ ® n q / \� tub JD sink WP GFI GFI / Q GARAGE/ / I J GFI 1 II � / II GFI I I O O N o ��---- II � n GFI n GFI ® GFI FF All electrical to comply with latest edition of electrical code and all city / county ordinances. The electrical schematic is minimum basic and any changes or alterations is between owner & electrical contractor. For off grid applications low voltage fixtures and applications . shall be determined by owner contractor. EV CAPABLE: A LISTED RACEWAY SHALL BE INSTALLED TO ACCOMMODATE A DEDICATED J4 VOLT BRANCH CIRCUIT WHICH SHALL ORIGINATE AT MAIN SERVICE OR SUB PANEL AND SHALL TERMINATE INTO A LISTED CABINET, BOX OR OTHER ENCLOSURE TO FACILITATE THE FUTURE INSTALLATION AND USE OF ELECTRIC VEHICLE (EV) CHARGERS. THE RACEWAY SHALL BE NOT LESS THAN ONE INCH INSIDE DIAMETER AND SHALL BE CONTINUOUS AT ENCLOSED, INACCESSIBLE, OR CONCEALED AREA AND SPACES. THE SERVICE PANEL AND/OR SUB PANEL SHALL PROVIDE CAPACITY TO INSTALL A 40 -AMPERE MINIMUM BRANCH CIRCUIT. THE RACEWAY TERMINATION LOCATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS "EV CAPABLE" . CALGreen sec. 4.106.4 INSERT - ns corner post —OGFI — j®GFI (1) c� — — QP GFI O DW I GFIshw 2068p —walk-in X10 \ lin 01o Opendant I \I I G 668pFI O_C ------- ---- Q \ \ oD \ — 2668 L 12"LP o BF CM 6 3/4„ N / hybrid � broom FAQ \ I \ Im m to light&fan0 I \ / 15r Co is zo GFI WP _ 99 MAI N ELECTRICAL 1/4 MECHANICAL NOTES: HEAT — HYBRID GAS—ELEC HEAT PUMP HOT WATER - GAS ON DEMAND ALL GAS APPLIANCE TO BE VENTED TO OUTSIDE PER CURRENT CA CODES FIREPLACE TO BE INSERT; WOOD/GAS TO BE DETERMINED. GENERAL NOTES: 2X6 WALL FRAMING @ GARAGE, UTILITY, INTERIOR WALLS @ HOUSE 2X4 FRAMING; UNO RESIDENTIAL LIGHTING: Kitchen Lighting — 50% of the installed wattage shall be high efficacy. high efficacy fixtures and non—high efficacy fixtures shall be switched seperately. Bathrooms, Garages, Laundry, and Utility Room Lighting — all hardwired lighting shall be high efficacy and controlled by vacancy sensors, ca energy 150.0(k)6 at least one luminaire installed in each bathroom must be high efficacy type. all other lights installed in bathrooms must be high efficacy or controlled by vacancy sensors Other Room Lighting OUTLET(S). THIS CIRCUIT SHALL HAVE NO OTHER OUTLETS. CEC article 210.11(C)(2) all hardwired lighting shall be high efficacy, OR controlled by a manual—on motion sensor or a dimmer switch. Exception: AT LEAST (1) 20AMP BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY BATHROOM closets less than 70 sgft are exempt from the residential lighting requirement. 210.11 (C)(3) Outdoor Pools — outdoor lighting shall be high efficacy, or controlled by a motion sensor with integral photocontrol. (lighting around swimming pools, water features are exempt). All showers and tub/shower combinations shall be provided with individual control valves of the thermostatic mixing, pressure balance or combination valve type. CPC sec. 408.3 T I J iQ) U to I� 3068 L 100 N Ln No qP NN s U C 0 0 N X 0 0 %o V Cn U C n f_9 fu .c rn iF LL a U O GENERAL NOTES: NEW ELECTRICAL RECEPTACLES TO BE TAMPER RESISTANT. CEC article 406.12 Q rn ALL FAMILY ROOMS, LIVING ROOMS, BEDROOMS, CLOSETS, HALLWAYS AND SIMILAR ROOM ROOM/SPACES SHALL HAVE: ARC -FAULT CIRCUIT INTERRUPTERS (AFC) CEC article 210.12 00 PROVIDE MINIMUM OF (2) 20 AMP DEDICATED BRANCH CIRCUITS FOR THE KITCHEN CEC a .A article 210.11 (C)(1) N N PROVIDE (1) DEDICATED 20AMP BRANCH CIRCUITS TO SUPPLY THE LAUNDRY RECEPTACLE OUTLET(S). THIS CIRCUIT SHALL HAVE NO OTHER OUTLETS. CEC article 210.11(C)(2) a 0 AT LEAST (1) 20AMP BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY BATHROOM RECEPTACLE OUTLET(S) AND SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. CEC article aT 210.11 (C)(3) 3 EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING AND SHALL BE EQUIPPED WITH BACK DRAFT DAMPERS PER CMC sec. 504. THE EXHAUST DUCTS SHALL TERMINATE NOT Q' LESS THAN 3 FEET FROM A PROPERTY LINE AND 3 FEET FROM ANY OPENINGS INTO THE >1 BUILDING PER CMC sec. 504.5 THE PLUMBING AND DUCT WORK RUNNING VERTICALLY THROUGH A FLOOR, CEILING, OR Ln a3, ROOF SHALL BE EQUIPPED WITH FLEXIBLE CONNECTION TO SUFFICIENTLY ACCOMMODATE > THE INVOLVED SETTLING HEIGHT. WIRING THROUGH OUT THE HOUSE SHALL HAVE SUFFICIENT SLACK OR BE PROVIDED WITH SUFFICIENT EXTRA SPACE TO ACCOMMODATE �. THE INVOLVED SETTLEMENT HEIGHT OF THE LOG STRUCTURE.S ICC400-2012 sec.304.3.7.1 E PLUMBING PIPES SHALL ONLY TRAVEL THROUGH A LOG WALL PERPENDICULAR TO THE LONG HORIZONTAL AXIS OF THE LOGS, SHALL BE LEVEL OR NEARLY LEVEL., AND SHALL BE FITTED WITH FLEXIBLE CONNECTIONS AT EACH END OR BE PROVIDED WITH SUFFICIENT SETTING GAP TO ACCOMMODATE THE INVOLVED SETTLING HEIGHT. ICC400-2012 ai sec.304.3.7.2 ai CU THE MAXIMUM NUMBERS OF ELECTRICAL CONDUCTORS ALLOWED IN AN ELECTRICAL CHASE 55 BOARD IN A LOG WALL SHALL BE THE SAME AS ALLOWED IN SIMILAR SIZED CONDUIT AS SPECIFIED IN THE APPLICABLE ELECTRICAL CODE. ICC 400-2012 sec. 304.3.7.3 EA hl co a tA E s m cu U O a Ln E V O 0 73 %% _ � a PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES N REVIEWED FOR CODE COMPLIANCE v DATE_ -- BY REVIEWED FOR CODE COMPLIANCE JUL 2 2 2015 TRB AND ASSOCIATES N N � +� -� � � N r u S 7 _z Z -� -S� `o U t N S +4 W o k5 UN O N N O � a U f� N Q] 3 V A. a o m � a o mit la O F� ^ L.LJ a O V) 0fO V) V 1 L LJ CD j- 0 M F-- ^ O U 1"x"1 C C) CJD c� CJD Q w P4 � LL Q p—I CD m Z a O A O O°z m z ti H zW w A �' A U �, T--�- _ _ _ _ .. _ _ _ - -- _- ----T- --_.. _--- ___.._. Jose w o� lie, Dell A. N a •iii °smz i C) 'ON 0f OP* pz w N �o ry V) � o w m z m � U =D 0 88 Q U w O C U m z o H Q V LL uld 5 TA � N •� v U rA u �e oU �Wom C> r4 H �rPC in Jose w o� lie, Dell A. N a •iii °smz i C) 'ON 0f OP* pz w N �o ry V) � o w m z m � U =D 0 88 Q U w O C U m z o H Q 5 T-24 T-2 12-7-15