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HomeMy WebLinkAboutB17-0458 060-230-027�LJT'Tl~ •�urrF• Cti`' Butte County Department of Development Services FORM NO PERMIT CENTER UN •coup 7 County Center Drive, Oroville, CA 95965 DBP -06 r 1 1-,I. Main Phone (530) 538-7601 Fax (530) 538-7785 ��' an �t CiI'lA� .` t www.buttecountv.net/dds SER, vIC S PLAN CHANGE; RECHECK, R RETURN Owner's Name: Contact Person Name: Contact email: rho �� . 5 c.� �( (� �,, �. oo . c n Contact Phone Number: 1 Date Submitted: Permit Number: ?i-2 ys Assessor's Parcel Number: COMPLETE SET OF PLANS ❑ PARTIAL SET OR PAGES OF PLANS (LIST PAGES BELOW) Please check any that apply: P Response to Plan Check Letter? ❑ Response to Building Inspection Correction Notice? ❑ Is there additional square footage? ❑ Is unfinished area being in -filled or completed? I 0 Other: 1. 2. 3. 4. 5. OF ITEMS SUBMITTED �OKKhS � �IST -e-�ter Minimum I hour plan change fee to be collected at time of submission. Plans Examiner will determine if additional plan checking fees are required: ❑ Minimum $127.00 paid ❑ Additional Fee Amount Due: K:\NEW_WEBSITE\Building\Building Forms & Documents\2014\2014 Forms - Completed\DBP\DBP- 06_Plan_Change_Form REV'D_8.13.14_AKM.doc Page I of I OAK KNOLL ENGINEERING CORPORATION CONSULTING STRUCTURAL ENGINEERS June 29, 2017 Mr. Rick Mauldin, Plans Examiner Mr. Philo Hunt, PE, Plan Check Engineer Butte County Department of Development Services 7 County Center Drive Oroville, California 95965 RE: Response to Structural Plan Review List Building Permit Number B17-0458, APN 060-230-027 Dear Mr. Mauldin and Mr. Hunt, The following is an itemized response to the structural review list dated 6-28-17: General Comments: All the codes referenced on sheet T1-1 have now been revised to the 2016 versions. All the codes referenced on sheet SD1 have now been revised to the 2016 versions. Additionally, the note in the shear wall schedule on sheet Al has been revised as requested. Structural Comments: C/2. The structural calcs (attached) for the exposed deck areas have now been revised to 135psf snow load, and plan sheet A3 has been revised accordingly. Additionally, foundation note 1 on sheet SD1 has been revised as requested. V-5. ,. My understanding is that original signed/stamped plans will be provided. The Simpson DTT1Z anchors at each end of each deck area have now been revised to DTT2Z anchors as requested on sheet A3. V, 8. CS 16 strap from beam to wall along line 3 has now been added to plan sheet Al. Please feel free to contact this office with any questions or comments, or if I may be of any further assistance in this matter. Respectfully, James R. MacIn President, Oak 1 Mailing Address: P.O. Box 1630, Quincy, California 95971 Physical Address: 511 Main Street, Suite A, Quincy, California 95971 Phone: 530) 283-4551 e-mail: oakse2000@gmail.com !�-r \)' -- V= L L.e' 1 OAK KNOLL ENGINEERING CORPORATION CONSULTING STRUCTURAL ENGINEERS JOB TITLE�,J'cY(v1t7ryt JOB NO. iS—? JOB ADDRESS DATE GA -1/17 CLIENT t} Qfs CoA, w=)2 -, b y=7; tw_j__r(g1, : ° Z- +Y) y _vv Foo+fes �4 cr --- BUTTE COI N',Y DEVELOPMENT SERVICES �art�I EWER O u� CODE .m �� Fav r - Tr _-�- ._ BY .y -1- -1- - —---- Exp. 9 30-X).? 6%2V)7 tNUNUK Mailing Address: P.O. Box 1630, Quincy, California 95971 SHEET NO. Physical Address: 511 Main Street, Suite A, Quincy, California 95971 Phone/Cell: 5301 283-4551 e-mail: oakse2000nn.nmail.com i Ip °,, i II Iii i Ili i i , i� IIS O0- z wo vv pZ5 ri g t} Qfs CoA, w=)2 -, b y=7; tw_j__r(g1, : ° Z- +Y) y _vv Foo+fes �4 cr --- BUTTE COI N',Y DEVELOPMENT SERVICES �art�I EWER O u� CODE .m �� Fav r - Tr _-�- ._ BY .y -1- -1- - —---- Exp. 9 30-X).? 6%2V)7 tNUNUK Mailing Address: P.O. Box 1630, Quincy, California 95971 SHEET NO. Physical Address: 511 Main Street, Suite A, Quincy, California 95971 Phone/Cell: 5301 283-4551 e-mail: oakse2000nn.nmail.com i Ip °,, i II Iii i Ili i i , i� IIS PROJECT DATA: Zoning: PUD • Occupancy Type: Residence R -3-R304.5 Efficiency Dwelling • Construction Tupe: VB Lot Area: Gross: ? +/- 5F Allowable Building Height: 30'-0" Max height proposed residence: 22'-0" +/- Parking: Garage 2 Gar, Guest 2+ Gars Proposed Residence '16b 5F covered Porches 36051' Uncovered decks 416 5F GODS COMPLIANCE STATEMENT TH15 PROJECT 5HALL COMPLY WITH THE FOLLOWING CODE5: 2016 California Building 1 & 2 Code 2016 California Residential Code 2016 California Electrical Code 2016 California Mechanical Code 2016 California Plumbing Code 2016 California Green Building Standards Code 2016 California Fire Code 2016 California Energy Code Construction shall be 201 b CRC Section R-33'7 Compliant WT ABBREVIATIONS AFF ABOVE FIN15HED FLOOR FO FACE OF RO ROUGH OPENING ALT ALTERNATE FURN FURNACE 5H 5HELF OR SHEET UNO UNLE55 NOTED OTHERWI5E FTG FOOTING 51M 51MILAR BD BOARD GYP. BD GYPSUM BOARD T.O. TOP OF BM BEAM H.B. H05E BIB T.O.P. TOP OF PLATE B.R. BEDROOM INT INTERIOR T.O.W TOP OF WALL GL CENTER LINE LAV LAVATORY TYP TYPICAL GARP CARPET MET METAL VAN VANITY(CABINET) CONT CONTINUOU5 # NUMBER W WIDE OR WA5HER D DRYER O.G. ON CENTER W/ WITH DIM DIMEN51ON PL PLATE WD WOOD ON DOWN PLY WD PLYWOOD WDW WINDOW DR DOOR PRE FIN PREFIN15HED WH WATER HEATER EP ELECTRICAL PANEL REV REV15ION WP WATER PROOF EXH EXHAU5T REQ REQUIRED WWF WELDED WIRE FF FIN15HED FLOOR R RANGE FABRIC, FL FLOOR RD ROAD OWNER: Joseph and Karen 205 Sierra Way Quincy, GA g5q-11 PROJECT DESIGN TEAM DE516N & GENERAL CONTRACTOR: Chris Murray The Murray Company PO Box E Quincy, GA 951111 [530]-283-4444 themurrayco@psln.com DRAFTING: Mike Feuerstein East Bay Design 5376 Gross Winds Drive Rapid City, MI 4gblb (b 16) 540-g285 mikef@eastbaydesign.net ENERGY CALLS: Randy Hicks R.M. Hicks Energy Compliance PO Box 1644 Quincy, GA g5g11 [5301-3q4-8347 rmhick5.title24@gmaii.com AP# 128-060-001.2.3 [650]-b 1 q-6633 STRUCTURAL ENGINEER: Jim Maclntyre Oak Knoll Engineering Corp. 511 Main 5t Suite A PO Box 130 GUINGY, GA g5g11 [530]-283-4551 oakse2000@gmail.com CIVIL ENGINEER: Bruce Nash Rolls, Anderson, and Rolls 115 Yellowstone Drive Chico, GA q5q 73-5811 (530)-895-1422 FIRE SPRINKLER CONTRACTOR Foothill Fire Protection 1l0 Irma Court Chico,CA g5g73-5811 C5L #763132 R304.5 Efficiency dwelling units. [HCD 1] Unless modified by local ordinance pursuant to Health and Safety Code Section 17958. 1, efficiency dwelling units shall comply with the following: 1. The unit shall have a living room of not less than 220 square feet (20.4 m2) of floor area. An additional 100 square feet (9.3 m2) of floor area shall be provided for each occupant of such unit in excess of two. 2• The unit shall be provided with a separate closet. 3. The unit shall be provided with a kitchen sink, cooking appliance and refrigeration facilities, each having a clear working space of not less than 30 inches (762 mm) in front. Light and ventilation conforming to this code shall be provided. 4- The unit shall be provided with a separate bathroom containing a water closet, lavatory and bathtub or shower. Construction will comply with the 2016 California Residential Code, Section R337 Wildland Urban Interface for exterior wildfire exposure FUM�E COUN-Y DEVELOPMENT SERVICES R "I"E" ED FOR ` Tr -Z 1 f BY 5HEET INDEX LABEL TITLE T1 TITLE PAGE SP SITE PLAN Al FLOOR PLANS A2 ELEVATIONS A3 OUNDATION PLAN FLOOR FRAMING PLAN A4 ROOF FRAMING PLAN /TRUSS DETAIL A5 ELECTRICAL PLANS E1 ENERGY CALCULATIONS E2 ENERGY CALCULATIONS CGBC-1 GREEN BUILDING CHECK LIST CGBC-2 GREEN BUILDING CHECK LIST FUM�E COUN-Y DEVELOPMENT SERVICES R "I"E" ED FOR ` Tr -Z 1 f BY N REFERENCE S E 9 (9)- 10, 16"x24" MIN SCREENED 1/16" - 1/8" MAX OPENING 0 METAL MESH CRAWL UUI- ACCESS-TYP 16' q8' .1 1.3 WI 39' 16' 8- q 8' f- - - - - - - - - - -- - - - 2s II I Co II I I II II I I Il boII I 202 r-- LL II I L - — — — — — — — — - UNDER FLOOR VENTING 768 SQ.FT. / 1500=.52 SQ.FT. INSTALL MIN 3-16"X24" U —1 METAL SCREENED CRAWL ACCESSES @ SQ.FT 2 SQ.FTPROVIDED , NET.52 SQ.FT REQ'D 6 8' 7'-8-0 81-411 _7 L �� I 201 I I 9 I r-4 00 __j II I 5 7 --f — — — — — — — — r—----_ co II t — — — — — — — — — — — 16" WIDE CONT. FTG.TYP. q, zo 1OR SLAB FUTU4 60 28 II 1 FIREPLACI- 11 I OPTIONAL I DECK ABOVE C29) C24) 16' im 32' 16"x24" MIN SCREENED - 1/16" - 1/8" OPENINGS CRAWL ACCESS 3 PLACES R.4008.4 F L C21� SPREAD FOOTING SCHEDULE SYMRCL (EAMf—'0HTH SI*DEJ' THICKNESS , STE fEACHEL '#VAY1_ 5\� eta"2" (2% fc' MIN. CONCRETE = 2500 PSI 0 28 DAYS 1) NAIL TJ1 JOIST TO BEARING W/ 2 - 8d (MIN.) NAILS, 1 1/2" MIN FROM EACH END. 2) fy MIN STEEL - 40000 PSITJI/PRO 2) ALL FIRST FLOOR JOISTS TO BE 9 1/2 1 11 0 C%1 16" O.C. 0" 12 3) OPTIONAL FIREPLACE SLAB DETAIL Scale: '/2" = 1' FOUNDATION PLAN Scale: 1/4" = 1' 201 9 A DBL RIM JOISTS HUC HANGER, TYP HOLDDOWN NOTE- PLA.CIE HOLDDOWNS ON. DBL. STUDS 0 EA. END OF $HEAR WALL. STITCH Vft- STUDS W1 (2) 164 0 10- O.C. LAYOUT OF SS,7rB ANCHOR DOLTS TO BE APPROVED eY FRAMING CONTRACTOR PRIOR TO PLACING ANY CONCRETE CONTAINING HOLDDOWNS. 3'. ALL SSTB ANCHOR BOLTS TO BE SECURELY ANCHORED TO FORMS BEFORE PLACING CONCRETE. 4 j WHERE CRIPPLE WALL HEIGHT EXCEEDS 4' -Ow, PLACE HOLDOWK IN CRIPPLE WALL A PROVIDE UST60 FRDM b13L. STUD IN CRIPPLE WALL TO 13PL. =b IN SHEAR PANEL ABOVE CRIPPLE WALL HOLDDOWN LEGEND El SEE PLAN FOR SPECIFIC HOLDOWN & ANCHOR BOLT -SHEARWALL LEGEND 1% INDICATES SHEARVIALL TYPE 4% INDICATES SHEARWALL LENGTH. U _N_O_ Scale: 1/4" = 1' PER CRC SECTION R312.1.1 INSTALL SIMPSON DECK ANCHORS TYPICAL, EACH DECK AREA 3 P OR \413D. FOUNDATION NOTES: TJ1 NOTES: S 004095 1) fc' MIN. CONCRETE = 2500 PSI 0 28 DAYS 1) NAIL TJ1 JOIST TO BEARING W/ 2 - 8d (MIN.) NAILS, 1 1/2" MIN FROM EACH END. 2) fy MIN STEEL - 40000 PSITJI/PRO 2) ALL FIRST FLOOR JOISTS TO BE 9 1/2 1 11 0 C%1 16" O.C. 3) ANCHOR BOLTS TO HAVE 7" MIN PENETRATION INTO CONCRETE INSTALLED AS PER RECOMMENDATIONS OF MANUFACTURER'S SPECS. 4) HOLD-DOWN SIZE, LOCATION & ANCHOR BOLT SIZE TO BE 3) NAIL RIM JOIST TO PLATE W1 16d TOE NAILS 0 6" O.C. AS SHOWN ON SHEAR WALL SCHEDULE SHEET 4) NAIL RIM JOIST TO TJI W/ 1 - 10d (MIN.) NAIL TO TOP & BOTTOM FLANGE 5) ALL MUDSILLS TO BE 2x PRESSURE TREATED DOUG FIR UNLESS 5) MINIMUM BEARING FOR TJI'S 0 SUPPORT GIRDER TO BE 3 1/2" IF OTHERWISE NOTED OTHERWISE CONTINUOUS- IF JOISTS ARE SPLICED ON INTERIOR BEARING PROVIDE 6) PROVIDE FULL BEARING UNDER ALL HOLD-DOWN POSTS AND 1 112" MIN. BEARING. TRIMMERS TO FOUNDATION. 6) PROVIDE SOLID BLOCKING UNDER ALL BEARING AND NON-BEARING POSTS 7) PROVIDE 12" MIN CLEARANCE TO GIRDERS & 18" MIN CONFIRM LOC'ATIONS WITH ARCHITECTURAL FLOOR PLANS. CLEARANCE TO JOISTS. 8) ALL FOOTINGS TO BEAR 12" MIN BELOW UNDISTURBED GRADE TIMBERSTAND NOTES:- & 18" MIN. BELOW FINISH GRADE (FROST DEPTH) 1) ALL RIM BOARDS TO BE 1 1/4" TIVIBERSTRAND LSL GRADE 1.31E U.N.O. 9) ALL FOUNDATION SHALL BEAR ON FIRM UNDISTURBED, NON ORGANIC SOILS OR ON FILL COMPACTED TO 95% OF MAXIMUM DENSITY BASED ON ASTM D1557. FLOOR PLY NOTE jo) THE CONTRACTOR' SHALL BE RESPONSIBLE FOR WATER -PROOFING ALL 3/4" T & G, APA RATED STURD-1- FLOOR 124 SPAN INDEX) BUTTE COUNTY DEV1u_0PMFNT FOUNDATIONS APPLY LONG DIMENSION PERPENDICULAR 1-0 JOISTS SERvICES REVfE"h1,Pr- STAGGER PANELS. GLUE & NAIL W1 10d RING SHANK NAILS on, _-TE COMPLIANCE OR SCREW'S Q 6" O.C. EDGES & 10" O.C. FIELD. DATE_ '77 IV REFERENCE S N M O- Per 331b.2.1 All windows shall have a minimum one (1) pane tempered. Windows) within 24" arc of doors) shall be fully tempered R30b.4 - Stairways 308.4.6 Finished surface grade to slope away from foundation with a minimum of b inches within the first 10'. If prevented by a barrier or property line, then show minimum 5% slope to approved drainage swale. G.R.G. R401.3 PLUMBING: All plumbing fixtures and fittings are to comply with California Plumbing Code Sec. 403.0 -Water -Conserving Fixtures and Fittings and GALGreen Water Closets - 1.28 gpf Shower heads - 2.0 gpm Lavatory Fixtures - 1.2 gpm Kitchen Faucets - 1.b gpm (Temp increase to 2.2 gpm allowed) FIRE SPRINKLERS: Per 2013 CRC 8313.2.1 Install an automatic residential fire sprinkler system designed and installed per Section R313.3 or NFPA 130 Deferred Submittal - Plan and talc shall be submitted Prior TO 4-R inspection 1 2 PROPOSED FIRE SPRINKLER MODULE 10' X -8" i— i -------- �z L0 BATH I I ( �H N EO I I 1 8X10 BEAM TOP @ 7'-1 "AFF { I I U) MONITOR H' L N 16' 4'-2" �61 0: v LADDER TO cn LOFTS ABV. Cq N COVERED PORCH N DINING LOFT ASV. II I Cq N (3) TIMBER FRAMED 8X8 POSTS TRUSSES TYP. _ @ COVERED PORCH W/ 8X10 BEAM @ 6X6 BRACES 1 L_ -I- _ _ � -200 AMP MAIN SERVICE ENTRANCE FLUSH MOUNT PANEL - U.F.- CONDUIT PER UTILITY —ACCESSIBLE INTER SYSTEM BANDING ENCLOSURE WITH LISTED BANDING TERMINATION WITH 3 1MIN 3 TERMINALS. PROVIDE #6 AWG 4 COPPER CONDUCTOR TO MS PANEL NEC ARTICLE 2.50.9A 32' 16' .I 8' 8'-2- HOLDDOWN MOTE: �: • PLACE HO LDIDOWNS OR DHL, STUDS 0 EA,. END OF SHEAR WALL, STITCH DRLE STUDS W1 (2) 164 0 10- D LAYOUT OF SSTB ANCHOR BOLTS TO 8E AP PRO EDI BY FRAMING CONTRACTOR PRIOR TO PLACING ANY CONCRETE CONTAINING HOLDDOWNS. 3`. ALL SSTIR ANCHOR BOLTS TO BE SECURELY ANCHORED TO FORMS BEFORE PLACING CONCRETE, 41 WHERE CRIPPLE WALL HEIGHT EXCEEDS 4'-0 PLACE HDLt1OWN IN CRIPPLE WALL A PROVIDE DE LFST60 FROM DBL. sruD IN CRIPPLE WALL TO CBL. MID IN SHEAR PANEL ABDVE CRIPPLE WALL HOLDDOWN LEGEND SEE PLAN FOR SPECIFIC HOLDOWN & ANCHOR BOLT H E R'LL LEGEND 5 - INDICATES SHEARINALL TYPE (21 Lo T— INDICATES SHEARWALL LEN STH, D.N.O. 0 N , ENTRY - �Q WRAP-AROUND DECK co0 co 4X6 HDR: 6X8 HDR 8x8 POS TO TRU: 12x12 BI co C II - 2521FX 2521FX 2521FX 2521FX 25411SC 25411SC 25411SC 25411SC 5Ea 6X12 HEADER HDU2 DBL. KING STUDS FULL HGT SSTB16 16' KITCHEN 1-8x8 BEAMS 28"oc TYP TEMP. _TEMP. 3068 3068FX 3068FX 3068FX 6X12 HEADER HDU4 - SSTB213 2 o I 127'iz b�qw► fia WR)J _ 0 I 32' DECK B FIRST FLOOR PLAN Scale: 'a" = 1' 16' _ zol M i?'. 0 ON DEMAND WATER HEATER MIN 92% EF NO PAN SHALL BE REQ'D. PROVIDE PRESSURE RELIEF VALVE CONDONSATE DRAIN TO EXTERIOR TERMINATE 6" TO 24" ABV FINISH GRADE v SHEAR ''ALL SCHEDULE: ,- 3EE �I�0TE 9 1_'POATEr. EDGE FIELD IW2 SILL PLATE SCLE PLATE CLIPS CAPACITY --_APACITY X MAR<4 ® NAILING w PLATE RCLTINC, (WHERE REC'D.) N m �uElS�'IC ®, ti sT113S? /A 1 . 32" COX LY .8ri ft 4" 8c1 c� •.0- X 1.141 mQ x� 8.. 48" 1 �,1 � F : �� 05 .= 3 1� 4" C'R., IIrA10K- D 4 � 1�; ALF z`0 PLF �C; 1-8x8 BEAMS 28"oc TYP TEMP. _TEMP. 3068 3068FX 3068FX 3068FX 6X12 HEADER HDU4 - SSTB213 2 o I 127'iz b�qw► fia WR)J _ 0 I 32' DECK B FIRST FLOOR PLAN Scale: 'a" = 1' 16' _ zol M i?'. 0 ON DEMAND WATER HEATER MIN 92% EF NO PAN SHALL BE REQ'D. PROVIDE PRESSURE RELIEF VALVE CONDONSATE DRAIN TO EXTERIOR TERMINATE 6" TO 24" ABV FINISH GRADE v SHEAR ''ALL SCHEDULE: ,- 3EE �I�0TE 9 1_'POATEr. EDGE FIELD SILL SILL PLATE SCLE PLATE CLIPS CAPACITY --_APACITY X MAR<4 SHEATHING NAILING NAILIN: PLATE RCLTINC, (WHERE REC'D.) 00,HERE-REQ'P.� �uElS�'IC 0 sT113S? /A 1 . 32" COX LY .8ri ft 4" 8c1 c� •.0- 2 � x� 8.. 48" 1 �,1 � F : �� 05 .= 3 1� 4" C'R., IIrA10K- D 4 � 1�; ALF z`0 PLF �C; ,... > 11-5/32- "DX LY C Psi ti 2" ori t ` " +v .- w - ,„} 2- X - � r f6" {?� 2� . r 16 i 2 3�'4'- H35 Gt 12" 0-�.. ,,+94 f A 54.0 ALF �� 89 PLF YES fl.'K' GENERAL SHEAF WALL NOTES: 1. ALL SPECIFICATIONS IN THIS SCHEDULE MAY BE OVER-RIDDEN BY SPECIFIC NOTES ON THE PLANS, 2_ USE SHEAR WALL TYPE/4\. FOR ALL EXTERIOR WALLS UNLESS NOTED OTHERWISE. 3, 8d HAILS SHALL BE 2 1,x'2" X 4.131" COMMON OR 2 1/2"* X 0.113" GALVANIZED BOX (HOT DIPPED OR TUMBLED). 4- PROVIDE 3" x 3" x 4.229" PLATE WASHERS AT EACH ANCHOR BOLT. 5. SHEATHING MAY BE INSTALLED 'VERTICALLY OR HORIZONTALLY. PROVIDE BLOCKING AT ALL UNSUPPORTED EDGES. 6. WHERE HOLDDOWN OR FLOOR -TO -FLOOR STRAPS ARE PLACED. SHEATHING EDGE NAILING SHALL BE PROVIDED FULL HEIGHT TO THE MEMBER WHERE HOLDDOWN OR STRAP OCCURS. 7WHERE PANEL'S ARE APPLIED TO 60TH FACES OF A WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING VEMBERSF OR THE FLAMING SHALL 13E 3x NOMINAL OR THICKER AT ADJOINING PANEL EDGES AND THE NAILS ON EACH SIDE SHALL BE STAGGERED, B. USE 3x NOMINAL (MINIMUM) STUDS AT ALL ABUTTING PANEL EDGES. WHERE SPECIFIED IN THE SCHEDULE. OR MAY USE [DOUBLE 2X STUDS WITH 2 ROWS OF 16d AT 8" O.C.. STAGGERED. B. SPECIAL SOLE PLATE CONNECTIONS & CLIPS ARE REOUIRED ONLY WHERE THE SHEAR SHEATHING IS NOT CONTINUOUS ACROSS THE FRAMING JOINT- SRS SCREWS, WHERE USED FOP SOLE PLATE CONNECTION, SHALL PENETRATE NOT LESS THAN 2" INTO MAIN MEMBER. 10, WIND AND SEISMIC CAPACITY BASED ON Zo15 5V15TABLE 4.3A, DIVIDED BY 2.0 FOR ASD DESIGN PER SECTION 4..3.3 r 2- PELLA 29"x47" CSMNT (EGRESS LEGAL) 6X8 HEADER e -^.t U,\00. VVfi{-L- LJl-LlJVV FOR STORAGE AREA ONLY THESE 4- 8X8'S CANTILEVER WEST OVER THE 12X12 THAT OCCURS ALONG LINE 3 TO CREATE STORAGE LOFT LANDING AREA ---MAIN FLOOR OUTLINE PROVIDE GUARD PER CRC R312 I MAIN FLOOR OUTLINE ---I I 2540SC 2540SC — 6X8 HEADER ACCESS TO THIS STORAGE AREA PROVIDED BY CRAWLING FROM LOFT LANDING AREA THRU TRUSS THAT OCCURS ALONG/NEAR LINE B ACCESS TO THIS STORAGE AREA PROVIDED BY CUSTOM (LOW) DOOR FROM LANDING AREA THRU WALL THAT OCCURS ALONG LINE 3 5TORA&E LOFT FRAMING PLAN Scale: X" = 1' NOTE5 ALL HEADERS NOTE SPECIFICALLY NOTED OTHERWISE SHALL BE bxb D.F. #1 B A2 ALL 5TANDARD LUMBER 5 H A L L BE D. F. #1, U.N.O. - Jt�G L.u/,.V�c�2 p� ,-} �, "(,- A-A,c_ Y3 c' � T � 4_Ute, o ALL TRIMMERS NOT SPECIFICALLY NOTED OTHERWI5E ARE TO BE SINGLE 2X W/ FULL HEIGHT SINGLE 2X KING STUD ADJACENT ALL EXTERIOR WALL5 & INTERIOR BEARING WALL5 ARE 2xb @ 16' o.c., U.N.O., INTERIOR NON-BEARING WALL5 MAY 2x4 STUDS. (NOTE SHEAR WALL5 REQUIRING 3X STUDS) BALLOON FRAME ALL GABLE END WALL5 FROM SOLE PLATE TO ROOF 5TURCTURE AT ALL CATHEDRAL CEILING AREAS, PER TYP. CONST. PRACTICES ALL TOP PLATE SPLICES ARE TO BE 10-1 bd OR cs1 bx32" STRAP, U.N.O. NOTE: PROVIDE EXTERIOR WINDOWS, WINDOW WALL5, SKYLIGHTS, GLAZED DOORS & GLAZED OPENINC75 WITHIN EXTERIOR DOORS WITH A MINIMUM OF ONE TEMPERED PANE, OR OLA55 BLOCK UNITS, OR HAVING A FIRE RESISTANCE RATING OF NOT LE55 THAN 20-MINUTE5, & CONFORM TO 5FM 12-11-2 & GBG CHAPTER 34. F - z W< U 0o W d' J x?<cp� X (D aW N 0 D rat T E COUNTY - V 0 DAM__ 1 b � 1 All Construction will comply with the 2016 California Residential Code, Section R337 Wildland Urban Interface for exterior wildfire exposure R337.7.3 Exterior Walls The exterior wall covering or wall assembly shall comply with one fo the following: #5 wall assemblies that meet the performance criteria ...State Fire Marshall Standard 12-7A-1 Proposed Siding will have two complying assemblies installed: Cedar Valley "California Stack" 1 -course Shingle Siding Pattern - Listing 8140-2023-0002 Cedar Valley "California Stack" 1 -Course Cedar Shingle Siding Panel, 4-1/4" or greater exposure, Western Red Cedar vertical - grain heartwood shingle applied over fiberglass matte to a square cut plywood backer, installed over oriented strand board (OSB) with a 7/16"minimum thickness. Board on Batten: American Wood Council - Listing 8140-2041:0005 Solid -sawn "Wood" siding with no through holes or loose. Board and Batten: When applied in a vertical orientation with minimum nominal 8" wide and nominal 1" thick boards, and minimum nominal 4" wide and nominal 1-1/4" thick battens,and battens made of a wood species "Redwood", "Western Red Cedar", "Incense Cedar", "Port Orford Cedar", "Alaska Yellow Cedar", or any other wood species. R337.7.4 Open roof eaves and R337.7.6 The exposed roof deck on the underside of unenclosed roof Eaves, Porch ceilings, and Kitchen window overhang shall consist of "LP FlameBlock" Sheathing State Fire Marshall - Building Material Library Listing 8160-2027:0007 R312.2 Window Fall Protection R312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches above the finished floor and greater than 72 inches above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4- inch -diameter sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Windows that are provided with window opening control devices that comply with Section R312.2.2. R312.2.2 Window opening control devices. Window opening control devices shall comply with ASTM F2090. The window opening control device, after operation to release the control device allowing the window to fully open, shall not reduce the minimum net clear opening area of the window unit to less than the area required by Section 8310.2.1. (Emergency Escape and Rescue Windows, i.e. Egress Windows) NORTH ELEVATION Scale: 'a" = 1' NEST ELEVATION 5cale: 'a" = 1' A B C D E TE: . SNINDOIN5 MINIMUM ONE PANE �IPERED. R337.6.2.1 BOTH PANE5 IERE INDICATED. DAM FLA5HING SHALL EXTEND 24" �H 51DE OF VALLEYS AND PITCH ANGE5. GBG 1547.2.8.3 AND CRC )5.2.8.1 15 PROJECT U5E5 UN -VENTED RAFTER Y5. ALL RAFTER BAYS WILL BE FULLY LED WITH CL05ED CELL RIGID OR 5PRAY =OAM INSULATION. 8 SECTION Scale: '/4' = 1' EA5T ELEVATION Scale: X" = 1' W NUTt: PROVIDE MIN 5% SLOFc P%YVIAI FROM BUILDING FOR A MIN OF 10' TYPICAL 50UTH ELEVATION Scale: 'a" = 1' rc 5CL I IUN Scale: 1/" = 1' �Q�pEt.PpYr , S 0,04N5 ��P. 9 3azct7. Y DEVIG (__1i' MEN CS..ERVr,,ES 0M 113 1 1 A 11609 101 T s ■ r 4 u 11609 101 NREFERENCE S I - TYP. OVER GREAT ROOM AREA LINES 2 TO 3 ROOF FRAMING PLAN Scale: 1/" = 1' ROOF FRAMING NOTES: R PURLIN BEAM HORD OPTIONS MILAR TO OTHERS SIDES ) SDS SCREWS, 2 SIDES ri"N TRUSS DETAIL A4 Scale: 1 " = 1' 1. PROVIDE DOUBLE 5TUD @ EA. END TO 5UPPORT5 GIRDER TRU55E5, MAIN HIP GIRDER TRU55E5 AND MONO GIRDER TRU55E5. 2. ALL TRU55E5 BEARING ON EXTERIOR YVALL SHALL HAVE H1 FROM TRU55 TO YSIALL 3. ROOFING SHALL BE COMPO51TION. 4. PROVIDE VALLEY BLOCKING AT ALL RIDGE5, HIPS AND VALLEY5 TYP. 3. PROVIDE CONT. ROOF PLY UNDER ALL ROOF OVER FRAMING A5 PER DETAIL. b. PROVIDE GOO OR ECCO GAP TYPICAL AT ALL RIDGE BEAM P05T5, OR MAY OMIT STEEL GAP AND INSTEAD PROVIDE 2Xb FULL HEIGHT EACH 51DE OF P05T Y41 b- 1 bd EACH 2Xb TO BEAM & 1 bd AT 12" 0. C. TO P05T ROOF PLYNOOD 1 TRUSS DETAIL A4 Scale: 1 " = 1' 19/32 MIN GDX APA RATED (40/20 OR 05B EQUIVALENT - APPLY FACE GRAIN PERPENDICULAR TO FRAMING,5 TAGGER PANEL5 AND NAIL YqITH bd COMMON AT b" O.G. AT EDGE5 AND BOUNDARIES (BLOCKING @ EXTERIOR Y-IALL5, AND RIDGE, DRAG TRU55E5, SHEAR BLOCKING, ETC.) AND 12" O.G. FILED U.N.O. )P CHORD PLATE BOTH SIDES TRIANGULAR PIECE) .TS EACH MEMBER i" EMBED INTO LOWER CHORD 2X6 RAFTERS / FOAM INSULATION 10 G� Co w MIN THRU BOLT HUC C810 � — TYP. STRAP 2 TRUSS DETAIL A4 Scale: 1" = 1' L %a 1 1 VIVI VI iVl\V 4 TRUSS DETAIL A4 Scale: 1" = 1' 1" ROOF SHEATHING 111AX 9X11 9X11 19+,9 16' NOTES: 1. ALL CONNECTIONS SHALL HAVE METAL GUSSETS/SADDLES 2. WOOD SPECIES MAY BE PPINE, INC, CEDAR, OR DF TRUSS DETAIL Scale: 1/" = 1' 6X4 RAFTERS LAYING "FLAT" 7X9 "PURLIN BEAMS" TYP. PERMIT TMs. BUTTE i'.Ol1NTY""DEVEL.Or6iiEN SERVICES R' E V1 2016 CGBC 4.507.2 Bathroom Exhaust Fans Mechanical exhaust fans which exhaust directly from bathrooms shall comply with the following. Note: For the purposes of this section a bathroom is a room which contains a bathtub, shower, or tub/shower combination. Fans are required in each bathroom. 1- Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. 2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidistat or humidity control device. Humidistat or humidity controls shall be capable of adjustment between a relative humidity range of 50% or less to a maximum of 80%. The humidity control does not have to be integral (i.e. built in). Bathroom Branch Circuits Minimum one 20 -amp branch circuit shall be provided to supply bathroom receptacle outlet(s). Such circuits shall have no other outlets. At least one receptacle outlet shall be installed within 3'-0" of outside edge of each basin. Locate on adjacent wall, partition, or basin cabinet <12" below countertop - GFCI protected Exception: Where the 20 -ampere circuit supplies a single bathroom, outlets for other equipment within the same bathroom shall be permitted to be supplied in accordance with 210.23(A)(1) and (A)(2) (lights and fan) 2016 C.E.C. 210.11 (C)(3)(3) Kitchen Branch Circuits Minimum two -20 amp small appliance circuits required. Small appliance circuits must serve all countertop, exposed wall, refrigerator (Refrig ok on individual >_15A). No other outlets served (e.g. lighting) Receptacle Outlets — Wall Countertop Spaces: Individual counters >12" width requires a receptacle outlet. No point along the countertop is > 24" from a receptacle. Islands & peninsulas—require minimum 1 (one) receptacle. All receptacles serving countertops - GFCI protected Dishwasher and disposer not on same circuit. (GFCI protected) C.E.C. 210.20 A -D 210.11 C(1) 210.52 (B)(1-3) - 210.52(C)(1-5) Arc -Fault Circuit -Interrupters AFCI protection shall be provided in 210.12(A)(B)(C). All 120 -volt, single-phase, 15 and 20 -amp branch circuits supplying outlets or devices installed in dwelling unit kitchens, family rooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, hallways, or similar rooms or areas. "Outlets" _ receptacle, lighting, or smoke alarm outlet. 2016 CEC 210.12(A)(B)(C) Tamper -Resistant Receptacles All 125 -volt, single phase, 15 and 20 -amp receptacles shall be listed tamper-resistant receptacles. 2013 CEC Art. 406.12 Whole -Building Ventilation § 4 of ASHRAE 62.2 Continuous Whole -Building Ventilation Rate (CFM) Table 4-14 2016 Residential Compliance Manual Conditioned Floor Area (ft2) Bedrooms Vacancy Sensor or 0-1 2-3 4-5 6-7 >7 <1500 30 45 60 75 90 Panasonic FV 08VQC5 WhisperSense 80 CFM Ceiling Mounted Ventilation Fan with Dual Sensor Motion and Humidity Technology meets these criteria. Kitchens and bathrooms shall have local exhaust systems to outside. (100 CFM kitchens, 50 CFM bathrooms) 2016 Energy Efficiency Standards §150 200 AMP PANEL INTER SYSTEM BANDING SEE NOTES SHT Al GFCI WP l�— r— — — — — — — — — — — — — — — — — — L----�--�------------- tom --_--------- C --_-- T I D --------C- ----------- SD CO I I I q., INSTALL 12"-36" BELOW RIDGE r — — — \ PER MANUFACTURER F — — — —A ------ —TT — \----- -----! ---1 \\ 1 0 Ism �y "BUBBLE COVER" (BC) EXTRA DUTY RECEPTACLE 2016 Indoor Residential Liahtina Reauirements: Soaces & Liahtina Controls Residential Space Manual ON/OFF Controls Vacancy Sensor or Separate Switching: Separate Switching: Under Night Lights' All Other Dimmer' Exhaust Fans Cabinet Lighting Kitchens Required for all Spaces Based on installed Exhaust fans must be Undercabinet lighting must be High Efficacy ALL, excluding hard- luminaire or lamp type switched separate from lighting or utilize a device where lighting can be turned OFF while the is running. g• switched separate from all other li htin g g Bathrooms At least one luminaire controlled a vacancy sensor and allll other based Laundry Rooms / Utility Rooms lamps on installed lamp or luminaire type Excludes kitchen exhaust hoods Garage Hallways & Not Required Closets' temperatures 5 0 Recessed downlight All other Based on installed luminaire or lamp type MASTER BEDROOM 'May be achieved with an EMCS or programmable scene controller with required functionality ' Closets less than 70 ft' For all other closets, requirements based on installed lamp or luminaire type 2016 Indoor Residential Lighting Requirements: Luminaries Mandatory Screw Base Pin -Base' Recessed DownlightInseparable I SSLS T Night Lights' All Other Measure Luminaire Luminaire Luminaire High Efficacy (Required for ALL Residential Luminaires and Lamps High Efficacy ALL, excluding hard- Only GU -24 LED All types, and certified All, except colored- Yes All types Qualified via wired ballasted HID lamps compliant for elevated decorative X Pendant JA -8 lamps temperatures 5 0 Recessed downlight and MASTER BEDROOM luminaires3 0 Ceiling mount Auto Hard -wired ballasted All types, excluding None Colored Decorative No None Qualified as HID only GU -24 LED MASTER BATHROOM High Efficacy f1l Ceiling mount Dimmer, Yes - All Not mandatory Yes -All All, except colored - Yes - All All Vacancy except for GU -24 decorative 0 Recessed downfight Control or LED 0, 11 54 POWDER ROOM/WALK-IN CLOSET EMCS4 f ' Ceiling mount Other Cannot be recessed Must use an Airtight, IC - rated and None Must consume s 5 None Requirements lights electronic ballast maintained per watts BEDROOM 1 §150(k)l C 0 Ceiling mount ' Excludes recessed downlights ' Permanently installed or integral to luminaire or exhaust fan 3 Enclosed luminaires must have JA -8 lamps certified for use at elevated temperatures 4 Excludes luminaires in closets:5 70 sq. ft. and hallways 5 Solid -State lighting i.e. LED where permanently attached to fixture .A REDUiRUtIENTS & RE CONINIENDATIDNS PERIvilT 2 11F 8UIL DING EVER..",Y EFF1 C1ENCY S T,1 'I s.,?RT I -1'i ,rF ri_Pd i + �,��flfi'._©( �,®''-i?. i �. I.j>Il z'4^• _..----- to ¢ : ��rz I'll _ _-P—t L ---- CARBON MONOXIDE DETECTORS R315.3 ALARM REQUIREMENTS Single and multi—station carbon monoxide alarms shall be listed as complying with the requirements of UL 2034. Carbon monoxide detectors shall be listed as complying with the requirements of UL 2075. Carbon monoxide alarms and detectors shall be installed in accordance with the current edition of code NFPA 720 "standard for the installation of carbon monoxide (CO) detection and warning equipment" and the manufacturer's installation instructions. Other carbon monoxide alarm and detection devices recognized in NFPA 720 are also acceptable. Carbon monoxide alarms required by sections R315.1 and R315.2 shall be installed in the following locations: 1. Outside of each separate dwelling unit sleeping area in the immediate vicinity of the bedroom(s). 2. On every level of a dwelling including basements. C. MURN.JILDNAY \i 1 s) ION 1 I _21 9 KITCHEN e --o LED undercabinet Ell i . led LED ? 0o LED tape light __ ._.. L__' ._ !, .. : , X Pendant 5 0 Recessed downlight _ _�d i ra��ci MASTER BEDROOM 0 Ceiling mount Recessed downlight;- MASTER BATHROOM f1l Ceiling mount [)_ c v :._, t==_ u; _., 62. Indoorwailsconce ..,_. ...__t_ 0 Recessed downfight �D=-i, ec; L�� ^ �_ 0, 11 54 POWDER ROOM/WALK-IN CLOSET f ' Ceiling mount _ a:.... w�= {, coo LED tape light - 0e e .. ED BEDROOM 1 0 Ceiling mount D -e :.,a._d _1_ _� e4 0 Recessed downlight- BEDROOM 2 0. Ceiling mount LED ._ . �K 0 Recessed downlight __-"J, C,:_ ... ,. 4 BATHROOM 1 il� Ceiling mount _0 ca LED BATHROOM 2 Ceiling mount ^ PERIvilT 2 11F 8UIL DING EVER..",Y EFF1 C1ENCY S T,1 'I s.,?RT I -1'i ,rF ri_Pd i + �,��flfi'._©( �,®''-i?. i �. I.j>Il z'4^• _..----- to ¢ : ��rz I'll _ _-P—t L ---- CARBON MONOXIDE DETECTORS R315.3 ALARM REQUIREMENTS Single and multi—station carbon monoxide alarms shall be listed as complying with the requirements of UL 2034. Carbon monoxide detectors shall be listed as complying with the requirements of UL 2075. Carbon monoxide alarms and detectors shall be installed in accordance with the current edition of code NFPA 720 "standard for the installation of carbon monoxide (CO) detection and warning equipment" and the manufacturer's installation instructions. Other carbon monoxide alarm and detection devices recognized in NFPA 720 are also acceptable. Carbon monoxide alarms required by sections R315.1 and R315.2 shall be installed in the following locations: 1. Outside of each separate dwelling unit sleeping area in the immediate vicinity of the bedroom(s). 2. On every level of a dwelling including basements. C. MURN.JILDNAY \i 1 s) ION 1 I _21 9 GENERAL STRUCTURAL NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD BEFORE COMMENCING ANY PORTION OF THE WORK, AND SHALL NOTIFY THE ENGINEER AND OWNER IN WRITING IMMEDIATELY IF THERE ARE ANY DISCREPANCIES AND/OR SPECIFICATIONS WHICH IN FACT EXIST OR WHICH MAY BE REQUIRED IN ORDER TO ACCOMMODATE EXISTING CONDITIONS. COMMENCEMENT OF WORK SHALL CONSTITUTE FULL ACCEPTANCE OF SITE CONDITIONS. 2. ALL OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS OF WORKING DRAWINGS AND/OR SPECIFICATIONS WHICH MAY REQUIRE CLARIFICATION OR ADDITIONAL DETAILS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY OF THE WORK SO INVOLVED. IF THE CONTRACTOR PROCEEDS TO COMPLETE THE WORK ON HIS OWN, HE SHALL ASSUME FULL RESPONSIBILITY FOR SUCH WORK. 3. DO NOT SCALE THESE DRAWINGS. 4. THESE PLANS HAVE BEEN SPECIFICALLY PREPARED FOR THE WORK SHOWN ON THEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY SHORING AND BRACING SYSTEMS NAIL SPECIFICATIONS 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE NAIL TYPE DIAMETER wwk >ewind may not copnproauoed ony tam or LENGTH MIN. LENGTH FOR SHEARWALLS AND DIAPHRAGMS 8d COMMON 0.131 INCH 2 1/2 INCHES 1 1/2 INCH + SHEATHING THICKNESS 10d COMMON 0.148 INCH 3 INCHES 1 5/8 INCH + SHEATHING THICKNESS 12d COMMON 0.148 INCH 3 1/4 INCHES EXT. ------ EXTERIOR INCREASES FOR WIDTH OR DEPTH), PER BUTTE COUNTY REQUIREMENTS. 16d COMMON 0.162 INCH 3 1/2 INCHES FTG. ------ FOOTING - 16d SCREW SHANK 0.148 INCH 3 1/2 INCHES ENGINEERED FILL. ALL FOOTINGS SHALL EXTEND 18" MINIMUM BELOW FINISH GRADE (BELOW FROST _ REQUIRED TO PERFORM THE WORK ON THESE PLANS AND OBTAIN STRUCTURAL CALCULATIONS FOR NOTES: THESE BRACING OR SHORING SYSTEMS. 1. NAILS FOR ALL STRUCTURAL FRAMING SHALL BE AS SPECIFIED, UNLESS NOTED 5. ALL PHASES OF WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST OTHERWISE APPLICABLE EDITION OF THE CALIFORNIA BUILDING CODE, AS REQUIRED FOR CONVENTIONAL 2. OTHER TYPES OF NAILS SHALL NOT BE USED UNLESS APPROVED IN ADVANCED LIGHT -FRAME CONSTRUCTION, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SPECIFICALLY BY THE ENGINEER 3. 16d SCREW SHANK NAILS MAY BE USED IN LIEU OF 16d COMMON NAILS. NOTED ON THE PLANS. 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE ALL RIGHTS RESERVED "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA AND ALL OSHA wwk >ewind may not copnproauoed ony tam or REQUIREMENTS, AS THEY APPLY TO THIS PROJECT. THE DESIGN ENGINEER AND THE OWNER DO NOT ABBREVIATIONS ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE AB ------- ANCHOR BOLT REQUIREMENTS. BLDG. ----- BUILDING 7. THESE PLANS ARE NOT COMPLETE WITHOUT THE STAMP AND WET SIGNATURE OF THE DESIGN BLKG. ----- BLOCKING ENGINEER, VERIFYING ENGINEERED PORTIONS OF THE STRUCTURE, AND WITHOUT A REVIEW AND B.N. ------ BOUNDARY NAIL APPROVAL BY THE LOCAL BUILDING OFFICIAL. CLR. ------ CLEAR 8. MECHANICAL, ELECTRICAL, PLUMBING AND ARCHITECTURAL PLANS, AS REQUIRED, ARE BY DF ------- DOUGLAS -FIR OTHERS. EA. ------ EACH FOUNDATION & CONCRETE NOTES E.N. ------ EDGE NAIL E/W ------ EACH WAY 1. ALLOWABLE SOIL BEARING PRESSURE IN SuT-TE COUNTY = i5bv PSF (NO SOILS REPORT, NO EXT. ------ EXTERIOR INCREASES FOR WIDTH OR DEPTH), PER BUTTE COUNTY REQUIREMENTS. FDN. ----- FOUNDATION 2. ALL FOUDATIONS SHALL BEAR ON LEVEL GRADE AND CHANGES IN ELEVATION SHALL BE MADE F.N. ------ FIELD NAIL BY STEPS OF 12" MAXIMUM HEIGHT AND 24" MINIMUM WIDTH. CONTINUITY OF FOOTING FTG. ------ FOOTING REINFORCEMENT SHALL BE MAINTAINED. 3. ALL FOOTINGS SHALL EXTEND DOWN 12" MINIMUM INTO NATURAL SOILS OR APPROVED ENGINEERED FILL. ALL FOOTINGS SHALL EXTEND 18" MINIMUM BELOW FINISH GRADE (BELOW FROST LINE). ALL FOOTINGS SHALL EXTEND DOWN NO LESS THAN 24" INTO NATURAL SOILS WHERE 5 4 EXPANSIVE SOILS ARE ENCOUNTERED. _ 4. ALL FOOTING EXCAVATIONS SHALL BE INSPECTED BY A QUALIFIED INSPECTOR OR SOILS LO ENGINEER PRIOR TO PLACING CONCRETE. O 5. THE ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE SHALL NOT BE LESS THAN 2500 PSI IN a 28 DAYS. I'{ 6. ALL CONCRETE EXPOSED TO FREEZING SHALL CONTAIN 6% (+/- 1%) ENTRAINED AIR AND v RECOMMEND 4000 PSI CONCRETE. (THESE REQUIREMENTS MAY BE OMITTED BY THE OWNER IF 2 DESIRED. IF OMITTED, THE OWNER RECOGNIZES THAT SCALING OF THE SURFACE OF THE CONCRETE 4 MAY OCCUR IN FREEZING WEATHER.)' 7. REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615 GRADE 40 FOR 6 /-Al BARS #4 & SMALLER, AND ASTM A615 GRADE 60 FOR BARS #6 & LARGER. DBL / DBL 8. SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE NOT LESS THAN 48 BAR DIAMETERS OR � 30", WHICHEVER IS GREATEST. 9. REINFORCING, DOWELS, ANCHOR BOLTS, ANCHORS, ETC. TO BE EMBEDDED INTO CONCRETE �z SHALL BE SECURELY POSITIONED BEFORE PLACING CONCRETE. f 10. 5/8" DIAMETER (MINIMUM) ANCHOR BOLTS, EMBEDDED NOT LESS THAN 7", SHALL BE PROVIDED AT 4'-0" O.C. AT ALL FOUNDATION STEM WALLS, WITH ONE BOLT LOCATED NOT MORE W THAN 12" OR LESS THAN 7 BOLT DIAMETERS FROM THE END OF THE PIECE. THIS REQUIREMENT IS 3 TYPICAL UNLESS MORE STRINGENT REQUIREMENTS ARE NOTED ELSEWHERE. W WOOD & STEEL NOTES 1. ALL SAWN STRUCTURAL MEMBERS AND THEIR FASTENING SHALL CONFORM TO THE 201( CALIFORNIA BUILDING CODE AND SHALL BE OF MINIMUM GRADES AS FOLLOWS, UNLESS NOTED 0 OTHERWISE: CD� 2X & 4X MEMBERS --------------------- D.F. NO. 2 EXCEPT 4 NON-BEARING 2X STUDS & PLATES, 2X BLOCKING - D.F. STUD GRADE 6X MEMBERS ---------------------- D.F. NO. 1 OR 2 AS NOTED SNGL / SNGL 8d NAILS SHALL BE NOT LESS THAN 0.131" IN DIAMETER & SHALL PENETRATE co NOT LESS THAN 1.31" INTO THE MAIN MEMBER W � 2. PLYWOOD AND OSB SHEATHING SHALL CONFORM TO CURRENT APA U.S. PRODUCT STANDARDS. r - LO SHEATHING SHALL BE PLACED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS IN COMPLIANCE WITH THE 201b CBC & CRC UNLESS NOTED OTHERWISE. d- 3. GLUED -LAMINATED MEMBERS SHALL BE COMBINATION SYMBOL 24F -V4 SPECIES DF/DF UNLESS J NOTED OTHERWISE ON THE PLANS, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MAIN ROOF SYSTE O z PROVISIONS OF THE CBC & ANSI STANDARD A90.1. 4. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED o HEM -FIR OR DOUG -FIR, U.N.O ON PLANS. Lf)v 5. WOOD NAILING SHALL BE WITH COMMON WIRE NAILS OF SIZES AND NUMBERS PER TABLE 2304.9.1 OF THE 2016 CBC, EXCEPT WHERE MORE SPECIFIC NAILING IS NOTED ON THE PLANS. e- EQUIVALENT CAPACITY FASTENERS APPROVED BY ICBO MAY BE USED. O 6. ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL BE APPROVED BY THE INSPECTOR PRIOR TO y -- o COVERING. 7. CRIPPLE WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH 2016 CBC & CRC. q 8. ALL BLOCKING AND UNDERFLOOR VENTILATION SHALL BE PER THE 2016 CBC & CRC. 9. PRE -FABRICATED LIGHT GUAGE METAL CONNECTORS NOTED ON THE PLANS ARE AS q II MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. ALL CONNECTORS SHALL BE INSTALLED IN lLI STRICT CONFORMANCE WITH THESE PLANS AND SIMPSON SPECIFICATIONS AND ALL APPLICABLE ICBO U 17 Till 11 REPORTS. EQUIVALENT CONNECTORS APPROVED BY ICC MAY BE USED. II II II II UV 10. ALL ANCHOR, LAG AND MACHINE BOLTS SHALL CONFORM TO ASTM A307 REQUIREMENTS FOR W U W UNFINISHED BOLTS. ALL BOLTS IN TIMBER SHALL BE FURNISHED WITH STANDARD CUT WASHERS, cq EXCEPT THAT ALL ANCHOR BOLTS SHALL HAVE 3" X 3" X 1/4" PLATE WASHERS. BOLT HOLES IN WOOD SHALL NOT BE MORE THAN 1/16" LARGER THAN BOLT DIAMETER. ALL BOLTS SHALL BE TIGHTENED PRIOR TO NAILING WALL SHEATHING. n__ 11. ALL STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM A36 OR A992 v -c SPECIFICATIONS UNLESS NOTED OTHERWISE. NOTE: SEE DTLS FOR REINF SIZE & SPACING NOTE: _ CORNER BARS MAY BE USED INSTEAD OF HOOKS 24 24 (1) VERT I .I I (2) VERT Yo II TRIM BAR I TRIM BAR II I 0z it I II I 12" HOOlt MIN. CONCRETE WALL 2" CLR MIN 8" OR LESS "T" DIMENSION 1 - #3 IN NOSE, TYP. CONCRETE STEPS I V V) NTS RISE, RUN, RISER SLOPE, ETC. PER ARCH. PLANS "T" DIMENSION 1. MINI 1. 12" MIN. __/lTOP OF FOOTING I I ry I I " II I U Z 1 I 2 CLR 40 BAR DIAMETERS %- GLB ------ GLU-LAM BEAM II I I MIN 11 I N I I HSS ------ HOLLOW STRUCTURAL SECTION11 I I 1 w X cn a LSL ------ LAMINATED STRAND LUMBER (TIMBERSTRAND LSL) o ,iL--- i _-- - - - - i ---- i ----- ---11 LVL ------ LAMINATED VENEER LUMBER (MICROLAM LVL)II i i i ii N MAX. ----- MAXIMUM o ii I I I II MB ------ MACHINE BOLT �___ - - - - _� = ---� ell MIN. ----- MINIMUM --_____`__- 2 x RISE CORNER INTERSECTION -� O.C. ----- ON CENTER 12" LAP TYP PSL ----- PARALLEL STRAND LUMBER (PARALLAM PSL) FcONCRETE FOOTING END SCL ----- STRUCTURAL COMPOSITE LUMBER BOTTOM OF FOOTING SIM. ----- SIMILAR TYP. ----- TYPICAL 1�11101111\11 LAPS (PLAN VIEws) (10 )5�j TEPPED FOOTING U.N.O. ---- UNLESS NOTED OTHERWISE 0 . DBL / SNGL SNGL / SNGL 10� INNTERSECTING WALLS 2X10 VALLEY PLATE W/ 3-16d TO EACH RAFTER OR TRUSS 2X8 RIDGE, 4'-0" MAX. SPAN 2X6 JACK RAFTER 0 SAME SPACING AS MAIN ROOF SYSTEM, 4'-0" MAX. SPAN TYP. 2X4 STRUT DIRECTLY ABOVE RAFTER OR TRUSS 0 48" OR 32" O.C. DEPENDING ON MAIN ROOF SYSTEM SPACING �AL IFORNIA"ROOF 0�1R-FRAMING 10 N )- KING STUD a-- SOLID FRAMING (SEE SW SCHEDULE) (6x6, 4x4, ETC.) �--- HOLDOWN PLACEMENT (�_ FOR SHEAR WALLS 4 & 3 USE 2 OPTION - 16d ® 6" O.C., AT OTHER �-- SHEATHING, TYP. SHEAR WALLS USE 1/4 X 6 SDS SCREWS @ 4" O.C. STAGGERED .)--EDGE NAILING (�- FOR HDU2 - HDU5 HOLDOWNS v USE 16d @ 6" O.C., AT HDU8 HOLDOWNS USE 16d @ 4" O.C. - I_.1 7. 01 �EATHING L-4 BREAK @SOLID r)PPC1CITF CNF©P POST WHEN FORCE TRANSFER AROUND OPENING IS SPECIFIED ON PLANS W/ LSTA9 STRAP, PROVIDE LSTA9 EACH OPENING CORNER, LAPPED 4 1/2" ONTO HEADER AND WINDOW SILL PLATE, NAILED PER SIMPSON MANUAL, WRAP AROUND KING STUD AS REQUIRED -7 - WHEN FORCE TRANSFER AROUND OPENING IS SPECIFIED ON PLANS W/ CS 16 STRAP, PROVIDE CS16 X 32" LONG EACH OPENING CORNER LAPPED 16" ONTO HEADER AND WINDOW SILL PLATE, NAILED PER SIMPSON MANUAL, PROVIDE 2X FLAT BLOCKING AS REQUIRED HEADER PER PLANS TRIMMER PER PLANS KING STUD PER PLANS FERMI Dl,:vl­F,_______._:�7__T I II II I CRIPPLE STUDS AT I I I I I WINDOWS ONLY I II i I I II II I i II it I I II II 1 Ina TYP. FRAMING AT Q�PNING I v .J ) NTS NOTE: SEE PLANS & DETAILS FOR CL STUD & HOLE ANCHOR BOLT SIZE & SPACING HOLE FOR PLUMBING OR ELECTRICAL NOTE: "D" = 9" MAXIMUM OR 2 - CS1602" STRAPS 2-16d STRUT TO JACK RAFTER, 7 BOLT DIAMETERS ACROSS WALL TOP PLATES ALTERNATE SIDES olz I I 3-16d T.N. OR 1-A35 FROM STRUT TO STRUT PLATE -2X4 CONTINUOUS STRUT PLATE W/ 2-16d TO EACH RAFTER OR TRUSS `- RAFTER OR TRUSS SHEATHING CONT. TO EDGE OF STRUCTURE I am WHERE SILL PLATE IS I DRILLED OR NOTCHED MORE THE 1/3 PLATE WIDTH, INSTALL A.B. EACH SIDE. " D" "D" -Of SEE SECT STUC k,ILL PLATE BOLTING 4W MAX. TYP. HOLE IN STUD ;,,\TYP. DETAILS I V I % N.T.S. rLUME31114G PIPE 1 TOP PLATE SPLICE AT PLUMBING PIPE OPYRIGHT 2016 ALL RIGHTS RESERVED wwk >ewind may not copnproauoed ony tam or °'" mom VEXRA Vw oft" of oak W Enowaft Corp. REVISIONS Progress Set 1-18-16 For Permit 12-26-16 E ry LO O a U v cn U c O C7 Z w � �z o 0 W z W w v Q 0 CD� w co W � Q r - LO d- .I J to N O z o .f- cn Lf)v Q e- (' U O � 'n y -- o U c) W U W cq W n__ o v -c Q O C v v W a r S W cr- -� Wd.. O6 cn °' --) N U2 DATE: Jan. 2016 JOB #OK -15-57 SHEET SD i., OPYRIGHT 201 PRE—ENGINEERED ROOF TRUSS RAFTER PER PLAN Mw memer eithoat the w.rd n of oak W EagtmwlM Corp. REVISIONS OR RAFTER Progress Set RAFTER PER PLAN For Permit 12-26-16 2'-0" MAX. A35 WHERE SPECIFIED ON PLANS RIDGE VENT WHERE U.N.O. (72" O.C. MAX. SPACING) OCCURS 16d @ 6" O.C. CUT—DOWN RAFTER TAIL AS DESIRED 16d ®6" O.C. CUT—DOWN RAFTER" 2x6 FLAT ®4 —0 EDGE NAIL STOP ROOF SHEATHING 1 " H2.5 CLIP OR SIMILAR TAIL AS DESIRED EDGE NAIL W/ 2-16d EA. END 2x SOLID BLOCKING LSTA18 OF SIM TYP. 0 SHORT OF THE RIDGE FOR PLATE TO RAFTER H2.5 CLIP OR SIMILAR PLATE TO RAFTER nry W/ SCREENED VENT BUTTED RAFTERS (ALT. VENTILATION WHERE REQ'D E PER ARCH. MAY LAP RAFTERS W/ Q 5-16d) 2x BLOCKING W/ VENT NOTCH 2X T&G FLOOR SHEATHING TIGHT FIT 2x6 ONE SIDE OF OUTRIGGER W/ 16d A 4" O.C. TO � c o p OUTRIGGER & 2-16d EACH END H1 OR SIM. EDGE NAIL EXPOSED 8x8 FLOOR JOIST EDGE NAIL Z PROVIDE RAFTER W/ A35 0 24" MAX' TYP. U.N.O. EDGE NAIL32" O.C. TO WALL TOP PLATE W w DOUBLE 2x8 RIM OR FLOOR JOISTS PER PLAN FOR MAY OMIT RAFTER & FRAME WALL TO UNDERSIDE o 2X BLOCKING ® 24" O.C. CD OF ROOF SHEATHING FASCIA OR END TREATMENT RAFTER PER PLANS z=)L 0 PER ARCH. PLANS DO NOT NOTCH IF USING TJI Q" TYP. WALL FRAMING ROOF JOISTS, PROVIDE DOUBLE a� to �t- 000 O J V) BEVELED PLATE & INSTALL PER N '^ O TJI SPECIFICATIONS C RIDGE BEAM PER PLANS ROOF TO WALL W/ ROOF TO WALL � U O 8x8 FLOOR JOISTS 305 3/4- V-0- W FLOOR JOISTS 304 "_ , " 3/4 l' TYP. OUTRIGGER 3 0 3 TYP. ROOF TO WALL 3 0 2 RIDGE BEAM - -O" +/- 3/4" = 1'-O" +/- 3/4" = l' -O" +/-(301 Q PROVIDE SOLID BLOCKING SHEAR PLY, SEE DECKING PER OWNER UNDER ALL POSTS & PLAN & SHEAR JAMBS, TYP. PROVIDE SOLID BLOCKING WALL SCHEDULE U FLOOR JOISTS PER PLAN UNDER ALL POSTS & JAMBS, TYP. 2x6 FRAMING DECK JOIST PER PLANS Zry� ® 16" TYP. w v �E FLOOR JOISTS PER PLAN SOLE PLATE NAILING 0 GIRDER W/ PC CAP V W � EDGE NAIL OR SIM. iI OTHER NOTES PER v � Ld DETAIL 206 W 0 o d - z SPLICE SHEAR SHEATHING z POST LoN DATE: BLOCK ® 4'-0" O.C. ON RIM BOARD g -- #OK -15-57 SHEET W/ E.N. OR PROVIDE CONT. is PB OR SIMILAR D 2 RIM BOARD OR JOIST ALONG EDGE NAIL .� 12" DIAM. OR 12" SQ. CONC. INSIDE FACE OF WALL z " " " PEDASTAL, OR 12 x12 x8 CMU a PEDESTAL W/ 2—#4 BARS v�ji^jI# TO FOOTING Z a 4 . 4 4. CO CV y • a a SEE PLANS 2ND FLOOR, JOISTS II 207 2ND FLOOR, JOISTS 206 EXTERIOR PIER FOOTING 205 3/4" = 1,_0„ + _ 3,4" = 1'-O" +/- 3/4" = 1'-0" ESSf0 SHEAR PLY, SEE PLAN & SHEAR Fi V. S 004095 r 2x6 FRAMING I ! WALL SCHEDULE 24 Exp. 930 RijrrF WHERE POST OCCURS SOLID 16 TYP. s " }. �a � PROVIDE SOLID BLOCKING �� .. s � � ®16 TYP. BLOCK BETWEEN POST & GIRDER, AND PROVIDE 2x DOUBLE LSL OR SINGLE LVL RIM AT DECK LEDGER CONNECTION, TYP. SOLE PLATE NAILING r-, r " i UNDER ALL POSTS & ' JAMBS, TYP. SOLE PLATE NAILING � ��� � �� EACH SIDE OF POST SUCH �� � L � � � THAT POST HAS FULL POST PER PLANS TYP. 2x DECKING PER OWNER FLOOR JOISTS PER PLAN tY" TIMBER STRAND BEARING TO FOUNDATION (WHERE OCCURS) EDGE NAIL TYP. 2x DECK JOISTS ( EDGE NAIL FLOOR JOISTS PER PLANS ( DECK SHOWN,R(WHEREESLAB OCCURS)OT DECK OR GARAGE SLAB NOT ALTERNATE: SHOWN, (WHERE OCCURS) TJI BLOCK Q 4'-0" O.C. G MAY PROVIDE TYP. 2x6 ® 16" O.C. GIRDER PER PLANS ' W E.N. OR PROVIDE CONT. / FRAMED WALL BETWEEN FOUNDATION STEM WALL & FLOOR FRAMING, WITH TYP. SILL PLATE W/ 00 — / LU HANGERS OR EQUIV. W/ SD9112 SCREWS RIM BOARD OR JOIST ALONG SAME SHEATHING REQUIREMENTD AS 5/8" A.B. PER PLANS 4x6 MIN. POST OR JOISTS MAY SPAN � TO JOIST AND LEDGER INSIDE FACE OF WALL j j j WALL ABOVE, TYP. U.N.O. i ——_- _ MATCH POST ABOVE z W/ PC CAP OR SIM EITHER WAY 2x LEDGER TO MATCH JOIST DEPTH W/ i SDS Y"x4Y2" SCREWS AT 16" O.C. I� zall,' PB OR SIMILAR —� (STAGGERED), TYP. U.N.O. (NOTE THAT LOWER OTHER NOTES PER DETAIL 201 ROW OF SCREWS MAY EMBED INTO SILL PLATE) r- 12" DIAM. OR 12" SQ. CONC.�� ' PEDASTAL, OR 12"x12"x8" CMU . a PEDESTAL W/ 2—#4 BARS _ j i II I ' OTHER NOTES PER DETAILS 201 & 202 I — cl, 4. aO 4 TO FOOTING 4' —� i + Q � �� 4 a N • � � a ° 4. 8" CMU WALL, SOLID 3" CLR SEE FLANS " GROUTED, OR 8 CONC. 4� . 2-14 CONT. IN FTG. WALL W/ 1—#4 CONT. IN TOP & �4 ®32" SEE PLANS » (155 TO 6 DROP) � O.0 BOTH WAYS INTERIOR PIER FOOTING DECK JOISTS T O WALL FDN. & 1ST FLOOR JOISTS II 202 3/4" = 1'—D" +/_ ' �4. 4• FDN. & 1ST FLOOR JOISTS 2 01 3/4" _ ,'-0" +/-- ' .L 204 3/4" = l'—O" +/— OPYRIGHT 201 ALL RIGHTS RESERVED Berk b copydg W aid may m* copal or rep oftW in any fora or Mw memer eithoat the w.rd n of oak W EagtmwlM Corp. REVISIONS Progress Set 1-18-16 For Permit 12-26-16 nry E �, U-3 U Q CD � c o p cn Lu Z o 0 W w '- •o z o E CD M w z=)L 0 w Q" LO P-- a� to �t- 000 O J V) N N '^ O C Q r-- � U O r L O 0 Q !U^ v J U W N d- ul Zry� w v �E 0 0 V W � � v v v � Ld v W 0 d - z -� LoN DATE: Jan. 2016 JOB #OK -15-57 SHEET D 2 5`y