Loading...
HomeMy WebLinkAboutB13-0670 880-830-143........... . 01, 2 qp- B13TTE COUNTY DEC 4 2013 DEVELOPMENI SERVICES N FLOOR P LAN/ /M 6A A VA - SCALE: APPROVED BY: DRAWN eyl;�O-- DAVE: DRAWN DRAWING NUMBER] 00 6 �e s � J , 0 � Tvi N e O ^�j d TF9 r N BUTTE COUNTY DEC '4 2013 DEVELOPMENT SERVICES f/ ' - CJV Illi f (D O r r N BUTTE COUNTY DEC '4 2013 DEVELOPMENT SERVICES f/ ' - CJV Illi f F• Butte County Department of Development Services FORM NO :... `; •: PERMIT CENTER s_ Site info: t 0, 7 County Center Drive, Orovii(e, CA 95965 DBP— Table of Contents: r' APN: Again Phone (530) 538-7601 Permit Center Phone (530) 538-6861 Fax(530)539-2140 Address: 'j t•# L ( , � Page Description Required Pages M i 11 rt _s35?F'Tit _ _ w s��� Universal Laver Page for all Plans Foundation Plan. Existing Floor Plan Additions Owner: Cross Section Address: Roof Plan Layout/Truss Detail Phone: � p� - -K 1 fm - t �?.a lr" _ Exterior Elevations {all four) Email: 4 A ra'& t M vnSO 0• G mr,"I Ca ^� Scope of Work: Engineer: License: Address' `• Phone: Email: _ Supporting Documents Architect: % License: 7 �, ,/ x Structural Calculations Address: I - MA A bb t 46 A e -z x truss Calculations Phone: U (, -1 f� _tk/'`'x Energy Calculation Email: �rc�-tt��+'� M� r�fl� t11�( Y �o«. x Manufacturer's Instruction Code Analysis x installation Manual Contractor. p ^P,- x i 1x17 Site Pian License: trt -7 Construction Type L:�' x 11x 47 Floor/Design Plan Address: 1'L1� P c1�r oa} � . Occupancy; ft'.r� T— L x Phone: Use J x Crrra(i: a t, VA Square footage Draftsman: �tQ_x t2.C. r-'zrt�fMu �4 i� AppUcabte Codes and Editions - check all tha#apply1z (}/ License,�-�- Existing Living Area 4iCi� �3 pr rr __ �7/✓ _ t/ V-- -� Addition Living Area a 2010 California Building Code (based on 2009 IBC) Total Lwin Area C xr 2010 California Resldentiat Code (based on 2009 18C) Phone: l�, µ 1 A:,: g 2010 Colifornia Electrical Coda (based on 2008 NEC) Email: .\ i am Existing New 2010 California Mechanical Code (based on 2009 UMC) {°- i' -t .rF''- Notes: Garage : ' GarageO s�, F, 2010 California Plumbing Code (based on 2009 UPC) �'T------------- 2� -1/'! `%Yf'—'V- Open Decks_ . Open Decks 2010 California Energy Standards (based on 2008 ECS) res rtZ Covered Area Covered Area 2010 California Fire Code (based on 2009 IFC) 2010 California Green Building Standards Code (CalGreen) } Solar Wind and Seismic Design ��_._� 1 a- Ground Mount 'f _ Roof Mountt �- - SIN i1N Output Sq.Ft.Coverage Areo -itle 24 Requirements energy AIN00,I 3j.L0 Requirements Refer to attached nergy certificate of compliance for specific nergy requirements for this building ?� ( J�--7 0 t.J lJ re sprinklers will be required this structure APtRav£a air: DATE: Butte County Department of Development Services PEI RMIT CENTER 7 County Center.Drive "drb,vide, CA 95965 Main'Phone (530)538,7601 Perrhit Center Phone (530)538-6851 Fax (530)538-2140...- s. i. 'Pat tt,'dl Number: A-sses's SITE PLAN Aq Perm Owner Name, I itScale" I"= Addressj Phone: Site Location: . 7 01114 G u jv ked, t4i L1.:.0. j flue- Roy Contact Name: Phone: � -129�uG K:WEW-WERSITF,\BuildingTiiilding Forms & DocumentskApproved 2011 forms -handouts and on list\Site Plan Paper DUP-3 rev'd 9.19.1 Ldoc Page I of I PERM,, T f ofv?to BU7E COUNTY NV`100':ENT IA J� D,!!,TLI7 Y 7. 0, PA IV TY 41. gaol t J to (3Qt1tE.uis� 7,7 74 4v, d LC-A,-_i4FIJEL_0 14 i a, CAN 41P 4'!j -4F _T T J., Owner Name, I itScale" I"= Addressj Phone: Site Location: . 7 01114 G u jv ked, t4i L1.:.0. j flue- Roy Contact Name: Phone: � -129�uG K:WEW-WERSITF,\BuildingTiiilding Forms & DocumentskApproved 2011 forms -handouts and on list\Site Plan Paper DUP-3 rev'd 9.19.1 Ldoc Page I of I PERM,, T f ofv?to BU7E COUNTY NV`100':ENT IA J� D,!!,TLI7 Y i Iv vu IV L, ,t Y I I 12 t .� SPAGc I 124" �rl _1MANGE ' j 24- . I Ace MCNEN CABINET ELEVATION VnYWALL ON • F� I ' (Y1�ill.�.It�16 E _ s 4 � P��1rr. !_1_ �oLDER fir— �_ - •`, �- { Tui VAN TY s ATH ELEVATION IL OVERALL FRAME SIZE. _-PL — OPTIONAL SECOND FLOOR PLAN' TO L1 ✓1 =\ N l 3�1iDIAM• STEEL cot,.If�N t `" L•}, � W, Ron Do- num-wed ios to We. re between `. -BUTTE COUNTY P II" OVER NI -L . FRpME SIZr-, - - - �EE SECOND FLOOR PLAN'a�r ., A vo -0. PAN'EL,.. MSTDL INSuLAT?i. r _ yV7Kli. __ �' I I I I I u P I I 4"x4" WP POST �? fi lu f n 9&TECTOK -BUTTE COUNTY P .: . 1. # } . .. j . • } . } 'I ' ]. •..5:"t:.�'.•.w..rr.i+! j+^'.^C:.'1.r..t.:i^h.w:r!•:..:aMM1.'.•rv✓,•r,L +L..•�•M•,w.✓M� rr .. ' f ._.- . - 1 . i`�-+•rrw•r.,.4,+f'!•w I . ... - 7- .. _- ......._---_... - .-.n„+-s-n...-�.+- r....-_,+.%r-•-.-.+•e:'.r+a,'w�+. . - .. . 6 _ .. ' , +, , .. r • �••'(/ _ . J':' 't !! ' .)':.: �f. - 1. S:V - :t','• J, �• ?e ',:'::': - a. I ;� ' L1. r'' . f �y.. j8! �`I. i _ _ _ a., jA/ I — . •''•' J -/+ ff :i; " ✓)'rte / ', .^,} - . ri ' .. , :.Y. r ,.-6.. . J - Wit:"-' / 1-i:':: �" , r' )."' r Z a r ^-• �L •:••. `'. i r/' ' �•^i , .. r ''^.._ :, Y• +. !• h' •�, mow,,_ � ��::..�, - 9. <': .:ylr :'' 5•'• J' �. J t:.. <'"� < Vy i" 4 7.. .s: 4. r. ..., . J }} 4 :IJ . I .. >. ::i:: a > acr, .i< ` — L: r) Y . t 4:' : .. �} ti /yj -Po k: r ...y..,, _ - {y u �.: 7 T=' Y I'll :- }t .,:s :-��+i:Y'_C _ •-r 'pew.-;.._.--..::_, C -LTA• f :+.Yfiv' 7 '.124 '� •' tt., ' h Y :r'•',• `-; • : f.-77 _ , f' j !r : . ... . ....% Ri t }' 7` �'. a '.i :. r• _ ::i .. 3- s: . f ff .,y ' ;,.. - . . <:. "•s J' 3 1 Q' _ 3:r' •t '�r- - _. r .S ,�:: e :'; .: - 4 } ''14-....,, :o /r :§: •f T .. }77 i.. .r� �rr�`iV";, -,�:-.-r~..-moo.:..;`,::;: ( k �. :, •h 5 ' r,.: ;i ,. T 4 .} i K. 1� - - 'xxffE''' t - . �r' : ��}.:., .�S:, it `.i =,. • 7 ' c. :t J!' �:.,. "r i� 'S : i! . S. .. . �- ... ... :- . - � , " . /. !% , :: 1• 'K i ,, fir.' =i z- < i. t t:XV f "il;j� fi J k '... . I :r [j i'. '. iL:: r+j... .ti - /•'''_ I. r . :•ti`: :2i ' ,gr ,.FdZ'- Wil:. '-•r::•. {{ t :..' f , , :;< ?". C:J ��': .: •e ::'J.. �M. r. 'ti:V.:•i'i . rt �' . (.. ti f ^f'i;: s "-f : +:X , - "r . T 11 !.. J:." :- .. , i . +(= j' Iv t !. Xt:.' •a -n.- �'j}{j t ++.-:1 -r... J.rJ.: - t l n 'r'�s :7 %' nit....•.:-:' '';rte -�-:+• G..Y r - :'• .. _ r .'N - �� �" moo• --Y,'••^f%:i'_ t!^. f.:... ' y ': :/ ,. ..,�1.«^� •ice".: x: s .-. %. -.., - _ '`r°%`:'=:':: •fir: •.'.!'•`�� - : I �t :.s•:, _ i i `.x. .,,.c, . .^,.Sr""- .Lar i-)-- _ 'l'Lrx-•'."»^^Yr' -.. . •... ' . r. :, . ;.,.... '.: .. •: ' ' ' �.:;'4—..-4'-•s- _ „�'.�•'�Y--•'.-.w •-nom.,, . �t • .. ✓./ .. .... r .. . . .. .,.: . ; t..,.. - wi::-� _S1G'" .•.+.-'-.r-+.-" �'Y.: w �T.. ,: .r+.n:,, :�.,�.y ,.,•i;;.',::'. .}�. h •dry:"'• _ "�� :. T . ,,.,...;... :/ . /^' J r _ ;. .. ,• r-. L - y _,_ _,-....�. :`Iw:r�ti. }� • •> .•.ham'.'± l.:w..:iii-r -r- i/:, n .__ - ,. .. v�. �i. Z r "t .•iJ• . X. i _ f .� 1. ::t : ,') 1 7 �'': fir. �' f ''; r'i t i :'t"{. 7 .. s•z - _*, 1 :r' r'S`:N r: • •'J r J,i }: r i• itr E- 'v. ,.. r '...r. t .•/ r 3. A t =f �Y :i �..'' - ;J :`7 ::' "3'•" Yi $ _ r - J 1 :.i ;�, {` _ - r 2. r r.r •. }'. Ti p r'1' 4• - lei �,,.•..' n - r. *{ Sr f ]. I r �Li` , �, , :� sj i. zz �. rr, vS ::: +: .. Y Y � �` , �. r x d i .,' . r✓w 'w/. %., �J 7 i•. . : (.:.'. �Y'r� . i _ t: ;:: `': t,a ;., r i t' 7 ' tl - �q; �a :z s t' 3 p d• �. i - r n':: '. . . f _ .S j r f•. ,f A :r . rr•'k. is n 3 Alter ^�+,.. `/' +C f• -.. :r > 7 %t fv ..J t,i:\ 'Tt �� f'� 333I!• -r_ ''j:r? -'t^3 S� ., +":NYS:•J '".fJ is � •4r�-+l.'f r .,-" . '•'-Try -rte,:; v.:.5..i� .�: r•.: y r t _J a r1 r �. ..i-• -if::. , _ ..., d: r { V 3' J "% , �' A]: ^tip •J -1 I yA' �w.r f . in 1 J r' µ' (�r�^. + , . . +5 i...r . f. -v rr••jj . C ,... ., 1',�� . i' t „n - — - w-' �:r'•I • D Y' R lk-. 1-1 . . . . :` - . �.A�i+:r+w".•„r'-mow•. r' "T f rij. J ..iY.r STRUCTURAL NOTES 1. GENERAL 1. These notes apply to alt drawings and govern unless otherwise 9. ROUGH CARPENTRY noted or specified. All work shalt conform to the 2010 California STRUCTURAL ABBREVIATIONS Building Code, as modified by Local jurisdiction. 1. Unless otherwise shown on the drawings, nailing shall conform to the 2010 CBC Unless otherwise noted on these d AND JST. JOIST 2. Verifyall existing conditions and proposed dimensions at the job 9 D p j drawings, alt nails shall be common nails (as opposed to box, L ANGLE JT. JOINT site. Compare structural drawings with architectural, sinker or cooler nails). 0 AT mechanical, and electrical Drawings before commencing work. 4. CENTER LINE K.D. KILN DRIED Notify Architect of any discrepancies and do not proceed with 2. Silts on Concrete shall be pressure treated Douglas Fir. Sills It PROPERTY LINE affected work until they are resolved. Do not scale drawings. shall be fastened to the concrete with a minimum of two fasteners 0 DIAMETER OR ROUND LB. POUND pPer piece and a fastener within 9 inches from each end of piece. 1 POUND OR NUMBER LLH LONG LEG HORIZONTAL 3. Unless otherwise shown or noted, all typical details shall be i(inimum end distance shall be 7 bolt diameter. (E) EXISTING LLV LONG LEG VERTICAL used where applicable. All details shall be Considered typical (N) NEN LSL TI14BERSTRAND at similar conditions. 3. Fasten all silt plates at non-structural walls to non -prestressed LT NT LVL LIGHT WEIGHT MICROLLAM concrete slobs with .177 diameter powder driven fasteners at i6 A.B. ANCHOR BOLT 4. Unless otherwise shown or noted, follow Manufacturer's on center, with 1-1/4" minimum Concrete embedment, unless ADJ. ADJACENT MAX. MAXIMUM recommendations for all structural products used on this project. otherwise noted on the drawings. Fasten all silt plates at non- APPROX. APPROXIMATE M.B. MACHINE BOLT structural walls to prestressed concrete slabs with .145" BETH. BETWEEN MECH. MECHANICAL 5. The Contractor End Special are encouraged contact diameter powder driven fasteners at 16' on center, with 3/4' BLDG. BUILDING MET. METAL regarding nt the Structural Engineer re ardin an questions of interpretation 9 9 Y q P ■ minimum and 1 maximum concrete embedment, unless otherwise noted BLK. BLOCK MFGR. MANUFACTURER of these specifications and drawings. d on the drawings. 9 BLKG. BLOCKING MFR. MANUFACTURER MIN. MINIMUM 7. Safety Measures: At all times, the Contractor shall be solely 4, All anchor bolts shall be ASTM A307 or A36. All anchor bolts B.N.BOAUNDARY NAILING M1SC. M.L. MISCELLANEOUS MiCROLAM and completely responsible for the conditions of the job site shall have plate washers, minimum 3' square by 1/4" thick. B.O. BOTTOM OF including safety of people and property, and for all necessary Anchor bolts must be securely wired in place and aligned in a B.O.F. BOTTOM Of FOOTING N NORTH independent engineering reviews of these conditions. Shoring and true straight. ight line prior to the concrete placement. Anchor baits BOT BOTTOM N.F. NEAR FACE bracing of the soil, and the existing and new structures, shalt may not be "wet set'. B.U.H. BUILT UP HEADER N.I.C. NOT IN CONTRACT be installed where necessary to adequately support the imposed B.U.P. BUILT UP POST NO, NUMBER vertical and lateral loads, and shall be maintained until the new 5. Lag Screws: Pre -drift lead holes with 1/2 to 2/3 of shank NOM. NOMINAL structure can support the anticipated loads. The Engineer's job diameter for Threaded portion of lag screw, and .full diameter for CEM. CEMENT N.T.S. NOT. TO SCALE site visits are not intended to include review of the adequacy of the unthreaded shank portion. Lag screws shalt be torqued, and C.J. CONSTRUCTION JOINT the Contractor's safety measures, Y never hammered, into position. Lubricate threads with soap or P P CLO. CLR. CEILING CLEAR O.C. ON CENTER 8. Any openings, holes, cuts or discontinuities not shown on the other wood -compatible lubricant. C.M.U. CONCRETE MASONRY UNIT O.D. O.F. OUTSIDE DIAMETER OUTSIDE FACE structural drawings and extending into or through structural 6. All machine bolts shall ASTM A307, installed through holes COL. CONC. COLUMN CONCRETE O.H. OPPOSITE HAND elements require the prior approval of the er of bolt. Retighten all bolts prior to 1/16' larger than diameter CONN. CONNECTION OP OPENING closing in watts. CONSTR. CONSTRUCTION P. OPP. OPP.HD. OPPOSITE OPPOSITE HAND CONT. CONTINUOUS 2, TF_STS SPECIAL INSPECTIONS C.P. COMPLETE PENETRATION P.C.F. POUNDS PER CUBIC FOOT 7. Use hot -dipped galvanized nails, bolts, and hardware where PD 9 CTR. CENTER PIPE -X EXTRA STRONG PIPE 1. Provide tests and inspections for all items as required by the exposed to weather and concrete. PIPE -XX DOUBLE EXTRA STRONG PIPE 2010 California2L is Building Code and all applicable local ordinances. NELSON WELDED REBAR P.S.I. POUNDS PER SQUARE INCH 8. Placa joists with crown up. Add one additional joist under all D.B. . DEFORMED BAR ANCHORA PT. POINT 2. The Owner shall retain an independent testing lab to perform all parallel partitions. OBL. DOUBLE P.T. PRESSURE TREATED required testing and inspections. DET. DIAL. DETAIL DIAGONAL P.E.S. PLYWOOD EDGE SCREW S. Block oil joists at supports and under all partitions with DIA. DIAMETER P.F.S. PLYWOOD FIELD SCREW 3. The Contractor shall provide the testing lab with construction minimum 2x solid blocking. Block and bridge roof joists at 10 DIMschedules DIME P.B.S. PLYWOOD BOUNDRY SCREW to ensure proper coordination of work. feet and floor joists at 8 feet where ceiling assembly is not ON. RAD. RADIUS attached directly to bottom of joists. DO DITTO REF. REFERENCE 4. The following specific items shall be inspected and/or tested by two. DRAWING REI REINFORCING the testing lab: 10. All timber fasteners not specifically detailed on the drawings D.F. DOUGLAS FIR REQ.. REQUIRED 1. Epoxy bolts. shall be Simpson company's standard fasteners or roved equal. PPP q RIF REINFORCING 11. All wood and wood products in contact with concrete or masonry EA. EACH R.O. ROUGH OPENING shall be pressure -treated. Species and rade for pressure- P p 9 P E.F. EL. EACH FACE ELEVATION S.A.D. SEE ARCHITECTURAL DRAWINGS treated products shall match that specified for untreated similar D ELEV. ELEVATION OR ELEVATOR 5B. SOLID BLOCKING 3• DFSTnN_BASTS lumber or wood products (i.e., pressure -treated Hem -Fir may not EMBED. EMBEDMENT S.C.D. SEE CIVIL DRAWINGS be substituted for pressure -treated Douglas -fir), unless E.N. EDGE NAIL SCHED, SCHEDULE 1. Construct in conformance with the 2010 edition of the California otherwise noted on the drawings. Treated lumber shall not contain 9 E.P.S. EXPANDED POLYSTYRENE SEC. SECTION Building Code (CBC) and all applicable local ordinances. Chormium and Arsenic EQ. EQUAL SECT. SECTION 12. Re -tighten all bolts before closing in framing. E.S. EACH SIDE S.E.D. SHT. SEE ELECTRICAL DRAWINGS SHEET 2. Design vertical loads E.W. EACH WAY 13. Timber Rivets: shall be installed with loo edge parallel to 9 9 P EXIST. EXISTING S]M. Sim. SHEATHING SIMILAR Roof: 14 20 grain. Timber rivets at the perimeter of the group shoal be EXP. EXPANSION S.M.D. SEE MECHANICAL DRAWINGS Res. Floors: 14 40 driven first, Successive timber rivets shall be driven in a EXT. EXTERIOR S.O.G. SLAB ON GRADE 3. Design lateral loads are based on the following criteria: spiral pattern from the outside to the center of the group. FDN. FOUNDATION SPEC. SPECIFICATION Seismic: Site Class C Ss=1.5 S1=0.787, fa=1, Fv=1.5 t4. All connectors for P.T. (umbers shall be hot -dipped olven)zed. PP 9 F.F. FINISHED FLOOR OR FAR FACE SO. STAG, SQUARE STAGGER, STAGGERED Sms=1.5 , SDS=1.0, R-6.5, I.1.0 Cs=.1549, V -0.154W FIN. FL, FINISH FLOOR STD. STANDARD for Seismic Force -Resisting System: Bearing Wall Sytem, light framed walls FLR. FLOOR STI. STEEL sheathed with wood structural panels rated for sheart resistance 10. FRAMING LUMBER F.N. FIELD NAIL STRL. STRUCTURAL Sms=1.5 SDS=1.0, R=2.5, 1=1.0 Cs=.154 V=0.54W �' i. All framing lumber shall be Douglas Fir graded and shall br Forst F.O. FACE OF STRUC. SUSP. STRUCTURAL SUSPENDED for Seismic Force -Resisting System: cantilevered column Stondordship Council (FSC) certiffied with max, moisture coolant F.O.C. FACE OF CONCRETE SYM. SYMMETRICAL 5. FOUNDATIONS 19% at the time of installation. Other requirements: F.O.S. F.P. FACE OF STUD FIREPROOFING OR FULL PENETRATION FPRF. FIREPROOFING TAB TOP AND BOTTOM 1. The foundation design is based on chapter 18 of CBC 2010 2. All posts and beams shalt be #1. FT. FOOT OR FEET TAG TONGUE AND GROOVE FTG. FOOTING Tw, THICK 2. Except where otherwise shown, excavations shall be made as near 3. All roof joists shall be 02. FS FAR SIDE T.O. T.O.C. TOP OF TOP OF CONCRETE as possible to the neat lines required by the size and shape of 4. All floor Joists shall be #2, surfaced dry. GA. GAUGE T.O.F, TOP OF FOOTING (GRADE BEAN) the structure. All foundations shall be poured without the use D T.O.S. TOP OF STEEL of side forms wherever possible. If the trenches cannot stand, 5. All studs shall be stud grade. GALV. G.B. GALVANIZED GRADE BEAM TS TUBE STEEL fully form sidet�{{o ddimenti ns hown. L(psf) L�psf3 GR. GRADE TYP. TYPICAL 3. Do not allow water to stand In trenches. If bottoms of trenches 6. All plates and miscellaneous lumber shall be Standard grade or G.L.B. GLUE -LAM BEAM become softened due to rain or other water before concrete is better. GYP. GYPSUM U.O.N. UNLESS OTHERWISE NOTED cast, excavate softened material and replace with properly VERT. VERTICAL compacted backfill or concrete at no cost to the owner. 11 SHEATHING N.D. HOLDOWN Y.I.F. VERIFY Ifl FIELD HGR. HANGER 1. Each OSB or wood structural panel shall be identified HK. HOOK 6.- EPDXY DOWELS with the appropriate grade and trademark of the American Plywood HORIZ. HORIZONTAL W/ WITH Association and shall meet the requirements of the latest edition H.S. HIGH STRENGTH (BOLT) OR FADED STUD WD. HOOD 1. Where epoxy dowels (reinforcing hors or all rods) are of the U.S. Product Standard PS 1 or PS 2. Wood structural F ?' i N _ _ / 1 (" - HT. HEIGHT WK11L. PT. WORK POINT called for in the Structural Drawings, the epoxy grout used shall panels (such as Oriented Strand Board) of equal thickness and P q r t; `` r i^ v cLC� " E �,1,r 4 W.O. WITHOUT be Simpson SET or equal., and shot( be installed per manufacturer req'ts. rating, and meeting the requirements of APA PS 2, may be for f - f+� F f ?'r �' to I.D. I.F. INSIDE DIAMETER INSIDE FACE W/p WATERPROOFING substituted plywood. i=. i # - INT. INTERIOR M.P. WATERPROOFING OR WORK POINT 2. OSB on walls shott be laid with long dimension ,¢ 1;r - �• y L °:isi" It 1� INSUL. INSULATION WT. WEIGHT FABRIC vertical. Alt cut panels in sheorwalls shalt be equal or greater than 16" In bath directions. Bock and nail all edges. Glue Li ;� - - ___ �r Y W.W.F. WELDED MIRE adhesive shall not be applied between studs and wall plywood. / ---- 3. Wall sheathing shall be min. 15/32 or 1/2 Inch, 24/0, exposure 1, unless otherwise noted. SCOPE OF WORK: PROVIDING CALCULATIONS AND DETAILS FOR AN EXISTING 2 -STORY BUILDING TO UPGARDE EXISTING STRUCTURE TO 2010 CODE. ALL DIMENSION AND INFORMATION ON THiS SET iS PROVIDED BY THE OWNER/CONTRACTOR AND SHALL BE VERIFIED IN FIELD. REVISIONS p pa >r �cm 0 W N in O tai O Nto O `t O I M O rt N ) M rn to to C)0 - <0 -Z . tno ((nnzzu� i� Om0X O J 2 < V) 03 < a. L� GEN. NOTES DATE: 3.20.13 SCALE: as noted JOB NO. 13155 SHEET 51.1 OF 8 5HTS 4'-0" MIN LAP NAILING FOR MULTIPLE STUDS JOINT IN MIN. (6)-16d NAILSJOINT IN TOP PLATE EACH SIDE OF JOINT BOTTOM IN TOP OR BOTTOM PLATE PLATE, TYPICAL STUDS NOTE: SEE PLAN AND DETAILS FOR DOUBLE TOP PLATE AND STUD SIZE. ,3 TYPICAL NAILED TOP PLATE SPLICE 51.2 cucAD Urnt I crF1� F11 ti BLOCKING RIM JOIST O SEE PLAN SEE PLAN O BLOCKING AND -" TWO EDGE NAILING BLOCKING RIM JOIST SEOE PLAN INSTALL FLAT BLOCK AT ALL JOINTS W/ 2-E.N. 3" x3"X, /4" PL ,TYP.— v EXTERIOR WALL INTERIOR WALL WALL SECTIONS s1.2 :KING OR JOIST 13 S1.2 ST6224 EACH SIDE PIPE W NEATLY BORED HOLE I OF TOP PLATES OVER AT -C OF PLATE OR STUD.- PLYWOOD CENTER ON DO NOT CUT OR NOTCH PLATES HOLE OR STUDS (taw"0 MAX.) ,D HOLES IN TOP PLATES 51.2 9 SL2 I 8-16d EACH SIDE OF INTERSECTIONS. TYP. \— 6-16d AT —J INTERSECTIONS TYP. TOP PLATE INTERSECTION 7 S1.2 ,NOTE: ARRANGEMENT FOR POWDER DRIVEN w FASTENERS AT NON-STRUCTURAL WALLS SIMILAR, EXCEPT USE 6" END o DISTANCE INSTEAD OF 9". x w9" MAX 9" MAX 9' MAX N a } WHERE PLATE IS DRILLE- NOTCHED MORE THAN 1/3 WIDTH OF PLATE, SILL BOLTS SHALL BE PLACED WITHIN 9" EA. SIDE OF NOTCH. TYPICAL SILL BOLTING LAYOUT 6 51.2 16d AT SAME SPACING AS PLYWOOD EDGE NAIUNGS� , 2x SOLID BLKG, W/5 -16d EACH R PLAN 6 S.W. SCHED. 'LAN WALL PER SCHED. PLYWOOD EDGE NAILING SHEATHING EDGE NAIL J FRAMING SI ILS ANCHOR EGEFL/ROOFNAIL EDGE NAUNGS O FIELD NAIL O Q O A I" APA RATED 10d 0 6"O.C. A35 16d 0 16"O.C. 0 6"O.C. 1"0 04'-0" 10d 310 /10" EMBE .0 6"O.C. PHD SHEATHING tOd 0 12"0.C. 8 " APA RATED 10d ®4"O.C. A35 16d f 12"O.C. 0 4"0•C. a"0 ®3'-4" 10d 460 /10" EMBE .® 4"O.C. SHEATHING 10d 0 12"O.C. 90R I" APA RATED 10d 0 3"0.C. A35 20d ®9"O.C. B 6"O. C. J"0 0 24" ,Od"O.C. 510 /10" EMBE .0 3 C SHEATHING T 1 10d 0 12"O.C. 10d 0 CORNER INTERSECTION D SHEATHING 10d ® 12'0.1 . S1.2 I" STRUCT 1 10d 0 2"O.C. A35 s"x 5" LAG J"0 0 16" 10d 870 2" O.C. ®J SHEATHING tOd ® 12"O.C. 0 8"O.C. 0 4" O.C. W 10" EM .® G3.420 lbs HARDYFARME ,HFX-24X8 w/ 1 1/8" STD per pFC-5342 H 3.140 lbs HARDYFARME HFX-24X9 w/ 1 1/8" STD per PFC-5342 NOTES; ■ SEE PLANS FOR SHEAR WALL HOLDOWN, SIZE AND LOCATION ■ ALL INFORMATION IN THE ABOVE SCHEDULE RELATES TO THE ITEMS SHOWN IN THE ACCOMPANYING WALL SECTIONS. ALL PARTS REOUIRED FOR EACH SHEAR WALL TYPE OCCUR IN THE WALLS BETWEEN THE LEVEL REPRESENTED BY THE FRAMING PLAN, WHERE THE SHEAR WALL TYPES AND LOCATIONS ARE SHOWN, AND THE LEVEL ABOVE. WN ON THE SECOND FLOOR EXAM P (A SHEARWALL"DBTYPEnB FRAMING PLAN WITH A MARK NEXT TO IT, SHALL HAVE ALL THE PARTS REOUIRED FOWALL INSTALLED IN THE WALL BETWEEN THE SECOND AN HIRD FLOORS). ■ WHERE THE SHEAR WALL SCHEDULE CALLS FOR SHEATHING ON ONE SIDE OF THE WALL ONLY PLACE SHEATHING ON SIDE OF WALL WHERE SYMBOL CURS. t8✓THRU ■ AT THE SHEAR WALL SCHEDULE G PROVIDE 3x SILL PL. 0 AT THE SHEAR WALL SCHEDULE B THRU G PROVIDE 3x SILL PL. AND 3x AT FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS. ■ AT THE SHEAR WALL SCHEDULE 8 THRU G PLYWOOD JOINTS AND SILL PL NAILING SHALL BE STAGGERED IN ALL CASES. ■ AT SHEAR WALLS , WHERE SHEATHING IS APPLIED ON BOTH FACES OF WALL AND NAIL SPACING IS LESS THAN 6 INCHES O.C. EITHER SIDE, ALL PANEL ..v. cUAI i nr nrmm Tn FALL ON DIFFERENT FRAMING MEMEBERS. _ - BLOCKING RIM JOIST O SEE PLAN SEE PLAN O BLOCKING AND -" TWO EDGE NAILING BLOCKING RIM JOIST SEOE PLAN INSTALL FLAT BLOCK AT ALL JOINTS W/ 2-E.N. 3" x3"X, /4" PL ,TYP.— v EXTERIOR WALL INTERIOR WALL WALL SECTIONS s1.2 :KING OR JOIST 13 S1.2 ST6224 EACH SIDE PIPE W NEATLY BORED HOLE I OF TOP PLATES OVER AT -C OF PLATE OR STUD.- PLYWOOD CENTER ON DO NOT CUT OR NOTCH PLATES HOLE OR STUDS (taw"0 MAX.) ,D HOLES IN TOP PLATES 51.2 9 SL2 I 8-16d EACH SIDE OF INTERSECTIONS. TYP. \— 6-16d AT —J INTERSECTIONS TYP. TOP PLATE INTERSECTION 7 S1.2 ,NOTE: ARRANGEMENT FOR POWDER DRIVEN w FASTENERS AT NON-STRUCTURAL WALLS SIMILAR, EXCEPT USE 6" END o DISTANCE INSTEAD OF 9". x w9" MAX 9" MAX 9' MAX N a } WHERE PLATE IS DRILLE- NOTCHED MORE THAN 1/3 WIDTH OF PLATE, SILL BOLTS SHALL BE PLACED WITHIN 9" EA. SIDE OF NOTCH. TYPICAL SILL BOLTING LAYOUT 6 51.2 16d AT SAME SPACING AS PLYWOOD EDGE NAIUNGS� , 2x SOLID BLKG, W/5 -16d EACH R PLAN 6 S.W. SCHED. 'LAN WALL PER SCHED. PLYWOOD EDGE NAILING 4 s1.z -413 06% rrr,%.IIT it ENT SE Cl P- el°�� r NOTCHES NOT PERMITTED BELOW 45' LINE x' `r z 0/4 OR 3" MAX � s � M d N 45' 11 .�D/6 OR 11 l° MAX I n Q 1/3 OF CLEAR SPAN D (MIN) MIN. TYP. HOLE STUD SPACING L' NOTE: I / FW=STUD WIDTH NO HOLES OR NOTCHING IIF--- 111 ----III IN JOISTS WITH D=4" OR LESS 3 ALLOWABLE HOLES AND NOTCHES s1.2 IN JOISTS AND STUDS PLYWOOD EDGE OR RAFTERS SEE PLAN 2 PLYWOOD NAILING DETAIL S1.2 EPDXY ANCHOR ROL7S/ 2r STUDS WOOD POST --- ANCHOR 80L7S OR DRL STUD WHERE OCCURS CONC. WA bE LDOWN- FOOT/NG PLAN A I "- 4 i Q 2i d �7 _ CI HOLDOWN SCHEDULE HOLDOWN CONC. ANCHOR HDU2 & HDU5 5/8"0x10" HILTI SET OR SST1316 HOLDOWN SCHEDULE S1.2 EXPDXY & THREAD ROD OR SIMPSON SSTB ® NEW CONSTRUCTION w 0 O N _ O a o 1 1Q 0t Nj mrn>nO z(L V0� i '-Z � O V) Z L) to O m O x O.asQ 00 Q Q Li. w • � OF CAt1r" O O TYP. DETAILS DATE: 3.20.13 1 SCALE: asdoted JOB NO. 13155 SHEET S1.2 OF 8 SHTS '-PLYWOOD �••Pl'AYOOD EDGE fUJUNG EDGE NAUNGS 164 O 12' O.C. TYP. 2x TO POST POST PHD 11 v E PLAN ULi 0 POST. SEE PLAN 90R PLYWOOD —� EDGE NAILING CORNER INTERSECTION TYPICAL WALL INTERSECTIONS 5 S1.2 4 s1.z -413 06% rrr,%.IIT it ENT SE Cl P- el°�� r NOTCHES NOT PERMITTED BELOW 45' LINE x' `r z 0/4 OR 3" MAX � s � M d N 45' 11 .�D/6 OR 11 l° MAX I n Q 1/3 OF CLEAR SPAN D (MIN) MIN. TYP. HOLE STUD SPACING L' NOTE: I / FW=STUD WIDTH NO HOLES OR NOTCHING IIF--- 111 ----III IN JOISTS WITH D=4" OR LESS 3 ALLOWABLE HOLES AND NOTCHES s1.2 IN JOISTS AND STUDS PLYWOOD EDGE OR RAFTERS SEE PLAN 2 PLYWOOD NAILING DETAIL S1.2 EPDXY ANCHOR ROL7S/ 2r STUDS WOOD POST --- ANCHOR 80L7S OR DRL STUD WHERE OCCURS CONC. WA bE LDOWN- FOOT/NG PLAN A I "- 4 i Q 2i d �7 _ CI HOLDOWN SCHEDULE HOLDOWN CONC. ANCHOR HDU2 & HDU5 5/8"0x10" HILTI SET OR SST1316 HOLDOWN SCHEDULE S1.2 EXPDXY & THREAD ROD OR SIMPSON SSTB ® NEW CONSTRUCTION w 0 O N _ O a o 1 1Q 0t Nj mrn>nO z(L V0� i '-Z � O V) Z L) to O m O x O.asQ 00 Q Q Li. w • � OF CAt1r" O O TYP. DETAILS DATE: 3.20.13 1 SCALE: asdoted JOB NO. 13155 SHEET S1.2 OF 8 SHTS (E) WALL PER PIAN (N) HOLDOWN, WITH EPDXY A.B. B.N. --------------- I --------- —I ------ --------j----------t eoJ IIII! WHERE OCCURS, PER PIAN j� II II I i �1 — II II II (E) BM iI II I II I II 2x STUD WALL I i) I I (E) PRE -FAB TRUSSES I (E) P.T. PL, V.I,.F. LEGENDS AND NOTES 1 it I I --___—JJ �-`---'-- Li A.B PER S.W. SCHED , I I I iI (E) 10 016" O.C. I 1. O DIENOTES E)OSTNO Vr THK CDX PLYWD WALL SHEATNO PER SHEAR WALL SCHED A I I I I & 3 -SQ. WASHER ADD AS REQ'D I I I II (F_) S.O.G. & FTG 2' O DENOTES NEW yr THK COX PLYWD WALL SH EAWG PER { I I PRE -FAB TRUSS PER PLAN A35 @ BLK'G TO WOOD PRE -FAB TRUSS PER PLAN I TOP PLATE 32" O.C. I I II 11 I I Jti 1p I! i rr�, I II BLK'G ® 48" O.C. -111= I 1--l! 111.._ i ..lr Ilei IIII EN EN SIMPSON H2.5C� EA ' X X TRUSS &TOP PL EXTERIOR —= A35 RAFTER TO WOOD EXTERIOR i o SHEAR WALL (S.W.) TOP PLATE © 16"o.c. SHEAR WALL (S.W.) • ° SHEATHING, TYP. SHEATHING, TYP. DOUBLE TOP PL 1 DOUBLE TOP PL TOP PLATE. TOP PLATE. HEADER (WHERE OCCURS) ' HEADER (WHERE OCCURS) 7 S2.1 5 S2.1 TYP. EXTERIOR PLYWOOD SH'TH'G. OR S.W. PER PLAN HOEDOWN, WHERE OCCURS PER PLAN (N) HOLDOWN, WITH EPDXY A.B. HOLDOWN, WHERE .00CURS PER PLAN FLR SHEATH'G PER PLAN (E) WALL SHEATH'G WHERE OCCURS, PER PLAN SILL PLATE W1 NP. EXTERIOR PER PLAN 2x STUD WALL - ATTACH. PER S.W. PLYWOOD T ADD PLY SHEAH'0 PER PLAN DESIGNATION ON PLAN FLR SHEATH'G PER PLAN L A OR S.W. PEERRPLAN DD 2x BLK'G OVER (E) SILL A.B PER S.W. SCHED & .3 -SQ. WASHER (E} P.T. PL, V.I,.F. o ADD BLK'G ®HDLDovrN B.N. SILL PLATE ATTACH. PER RIM JST OR SOLID BLK'G ADD AS REO'D P.E.N. BN o SHEAR WALL '(S.W.) ° ADD BLK'G 0 HOEDOWN DESIGNATION ON PLAN z EN oF--Ifl=(E) A35 PER S.W. SCHE . Ii_ ._cO.G. & FTG EN IEN n a TYPICAL 2X DOUBLE TOP SIMPSON A35 PER PLAN EN o FLOOR JOIST. SEE PLAN FLR JST PER PLAN / PLATE. EXTER/ o PLATE9L ° SHEAR WALL (S.W.) TOP_ c o A°l �p SHEATHING, iYP. (N) WAIL SHEATH'G C° C — WHERE OCCURS WOOD HEADER i OVER OPENING x WOOD HEADER 2x STUDS AT 16" O.C. (WHERE OCCURS). OVER OPENING fix\ - (WHERE OCCURS). 2x STUDS AT 16" ox. - off 3. DENOTES H HOLDOWN BY ONION W/ EPDXY AA INTO iD FTO I i I I apJ 4. DENOTES 0 POST, LAOK __ � I S. ALL OD WADERS ARE DBL 2�M VlF I � — — — -- — — — — — — — — — + — — __j I 1— ---- ----- -----------I ` ti ,tp pati �,?? (E) H 2 �J'Y J ° A� (E) 3/4" THK T&G FLR SHEATH'G rr� GLUED & NAILED TO FLR JST n SIM L 1 W/10d , B.N. 06" O.C., (E)ROOF SHEATH'G �S�J E.N.( 6" O.C., F.N.® 10" O.C. ROOF FRAMIMG PLAN 8"Zi,4 0 --------------- I --------- —I ------ --------j----------t eoJ IIII! j� II II I i �1 — II II II (E) BM iI II I II I II iI I I I I I I i) I I (E) PRE -FAB TRUSSES I LEGENDS AND NOTES 1 it I I --___—JJ �-`---'-- Li , I I I iI (E) 10 016" O.C. I 1. O DIENOTES E)OSTNO Vr THK CDX PLYWD WALL SHEATNO PER SHEAR WALL SCHED A I I I I I I I II 2' O DENOTES NEW yr THK COX PLYWD WALL SH EAWG PER { I I SHEAR WALL SCHED C, ADD 2x 8VQ 0 SU A DBL LE STUDS I I I 0 EA PANEL JOINT I I II 11 I off 3. DENOTES H HOLDOWN BY ONION W/ EPDXY AA INTO iD FTO I i I I apJ 4. DENOTES 0 POST, LAOK __ � I S. ALL OD WADERS ARE DBL 2�M VlF I � — — — -- — — — — — — — — — + — — __j I 1— ---- ----- -----------I ` ti ,tp pati �,?? (E) H 2 �J'Y J ° A� (E) 3/4" THK T&G FLR SHEATH'G rr� GLUED & NAILED TO FLR JST n SIM L 1 W/10d , B.N. 06" O.C., (E)ROOF SHEATH'G �S�J E.N.( 6" O.C., F.N.® 10" O.C. ROOF FRAMIMG PLAN 8"Zi,4 0 eoJ IIII! (E) WA o� e (E) BM Ll I L I iI (E) 10 016" O.C. I I (E) 2X S 016" O.C. °J1 e°h i1O �oJti 11 II II 1p II 11 I I Jti 1p I! 2nd FLOOR FRAMING PLAN 52.1 (E) FTG,TYP. `L if r O J`ti e� pJti I II � ryl I °J 1 I I I II TYP. (E) S. W/.......... 6XSX10 WELDE IRE MESH I ( ',• (E) FTG I � Jti 1 �J I I I ( { I 110I I I ° ic 10 t r�lr 4. 1 'v... q ' DATE.: ---- 1ST FLOOR / FOUNDATION PLAN 0 w Tn 0 O N 0 Q O I M -i co M0)ulto Z1 o � z to o ^V)zZto I-0-1ia ti 09.30.13 f � Y\� t OF raUFO�/ 0 DATEt 3.20.13 SCALE, as note JOB NO. 13155 SHEET S2. OF 8 SHTS �,ARAGF 0C�j0, ol (3O fiu-r-l- Got "�,' t - r71 FLOOR FLAN SCALE: \/ Y.4 APPROVED BY: DATE: N DRAWN !!q ` REVISED L = DRAWING NUMBER gnv AI&Tfjoa ailfIff Label, circuit breaker(s), disconnect(s), fuse(s),switch(es) and their accessories, to identify their location and or equipment ATTIC VENTILATION SHALL COMPLY WITH 201 O CRC SECTION 8806 PROVIDE SEPARATE GROUNDING CONDUCTOR FROM MAIN ELECTRICAL SERVICE PANEL TO REMOTE STRUCTURES AND REMOTE SUBPANE LS. CEC ART. 250.32 (D) IGARAGF COMPLY WITH CALIFORNIA 00 ELECTRICAL CODE- ARTICLE �e 240-24 REQUIREMENTS i APPROVED LOCATION OF OVERCURRENT PROTECTION I . I 0 , m / N ` / 00, CV) / �^. o COMPLY WITH CALIFORNIA ELECTRICAL CODE -ART. 210.8ground fault protection shall be required in all bathrooms, kitchen, laundry, utility & wet bar sinks, and exterior receptacles COMPLY WITH CALIFORNIA ELECTRICAL CODE- ARTICLE 210.12 Requirements For Arc - fault interrupter on all 120 volt 15 & 20 ampere branch circuits supplying outlets in dwelling unit That are not required to be GFIC Protected - Art.210.8 Comply with California 1>.AI/ 125 Volt, 15 Code, Article 40 amp and 20 amp receptacles specified in Art. 210.52, in a dwelling unit shall be tamper- resistant COMPLY WITH CALIFORNIA ELECTRICAL CODE- ARTICLE 406.8 Receptacles subject to wet weather conditions shall be protected by an enclosure that is weatherproof PROVIDE SMOKE DETECTORSIALARMS -- +.- ' AS REQUIRED BY 2010 CBC SECTION 907 AND ZO1O CRC SECTION R314 ONOXIDE DETECTORSIALARMS PROVIDE CARBON M C SECTION 420.4 AND 2010 AS REQUIRED BY 2010 CB CRC SECTION R315 . 0/ as EFFENCINCY UGHTIN-------- KITCHEN-High Efficacy OR up Installed luminaries):; Section efficacy and low effcac p to 50% of total wattage 150 BATHROOM- y lighting must be switched se ar tarn be low efficacy. M- High efficacy Paratel�y All high GARAGE- y OR manual -on occupancy sensor LAUNDRY ROOM_eff cacy OR manual -on occu ant High efficacy P y sensor UTILITY ROOM_ y OR manual -on occupancy ALL OTHER H'gh efFcacy OR manual -on occupa �y $� sensor manual -on occunaTERIOR ROOMS (Except closets < 70s r. Occupancy sensor OR Dimmer Ft) High g efficacy OR OUTDOOR LIGHTING ATTACHED TO BUILDINGHigh efficacy OR controlled by - motion sensor w/manual- on/automatic off switch AND Photo control ATTIC ACCESS SHALL COMPLY WITH 201 O CRC SECTION RE306 MINIMUM DIMENSIONS OF 22"X30" WITH UNOBSTRUCTED CLEARANCE FROM FLOOR TO 30" ABOVE BOTTOM OF CEILING FRAMING MEMBERS IN READILY ACCESSIBLE LOCATION Provide readily accessible capability to circuit breaker(s), disconnect(s), fuse(s),switch(s) and their accessories as required and defined in California Electrical Code 2010 CRC SECTION R308.4 HAZARDOUS LOCATIONS Glazing installed in dwellings at hazardous locations shall comply with the requirements of this section LANDINGS AT DOORS SHALL COMPLY WITH 2010 CEC SECTIONS 1008.1.5, 1009.5 & 1010.6 and 2010 CRCSECTIONs 311.3 & 311.7.5 COMPLY WITH CALIFORNIA ELECTRICAL CODE- ARTICLE 410.30& 314.27 (AM fixtures Lamp holders &receptacle Outlets shall be securely supported complying with these CEC Articles 0- r� I Ue ! Selcrto`1s R31L I AN OG7 D - _ - -- t -:TI r COQ'^"TY � ''i I t} ehFi4T .1�1 ry C;5 O `1 tGll'S !/5 ih � Co de- hfa.AC,4� y pR13VIDE MINIMUM REQUIREMENT FOR INDOOR AIR QUALITY VENTILATION -CAL �NN15ONERGY STAS ✓ S �' IV d� The bathroom exhaust fan shall be controlled with humidistat control capable of adjustment between a relative humidity range of 50% to 80%- 2010 CGBC Section 4.506 9gp- FLOOR r LAN / SCALE:t� If APPROVED BY: DATE: BUTTE COUNTY DEC 4 2013 DEVELOPMENT SERVICES �Y-6� 5);' 04D eGkA kii cap`. DRAWN E REVISED DRAWING NUMBER STRUCTURAL NOTES 1 GE Lf A L 1. These notes apply to all drawings and govern unless otherwise g. ROUGH CARPENTRY 0 noted or specified. All work shall conform to the 2010 California ELEV. CENTER LINE R Building Code, as modified by Local jurisdiction. 1. Unless otherwise shown on the drawings, nailing shall conform to E.P.S. POUND OR NUMBER (E) the 2010 CBC Unless otherwise noted on these 2. Verify all existing conditions and proposed dimensions at the job A.B. drawings, ail nails shall be common nails (as opposed to box, ADJ. site. Compare struc'ural drawings with architectural, APPROX. sinker or :::soler nails). BETW, mechanical, and electrical Drawings before commencing work. BLDG. BUILDING BLK. Notify Architect of any discrepancies and do not proceed with 2. Sills on concrete shall be pressure treated Douglas Fir. Silts BM. affected work until they are resolved. Do not scale drawings. B.N. shall be fastened to the concrete with a minimum of two fasteners B.Q. BOTTOM OF B.O.F. per piece and a fastener within 9 inches from each end of piece. 3. Unless otherwise shown or noted, all typical details shall be B.U.H. Minimum end distance shall be 7 bolt diameter. B.U.P. used where applicable. All details shall be considered typical CEM. CEMENT C.J. at similar conditions. 3. Fasten all sill plates at non-structural wolLs to non -prestressed CLR. CLEAR C.M.U. co,icrete slobs with .177" diameter powder drive-: fasteners at 16" 4. Unless otherwise she -.-in or noted, follow Manufacturer's CONC. on center, with 1-1/4" minimum concrete embedment, unless CONN.- recommendations for all structural products used on this project. CONSTR. otherwise noted on the drawings. Fasten all sill plates at non- CONT. CONTINUOUS C.P. structural walls to prestressed concrete slobs with .145" 5. The Contractor and Special Inspector are encouraged to contact D2L diameter powder driven fasteners at 16" on center, with 3/4" D.B.A. the Structural Engineer regarding any questions of interpretation DBL. minimum and 1" maximum concrete embedment, unrss otherwise mated DET. of these specifications and drawings. DIAG. on the drawings. 7. Safety Measures: At all times, the Contractor shall be solely 4. All anchor bolts shall be ASTM A307 or A36. At[ anchor bolts DN. and completely responsible for the conditions of the job site DO shalt have plate washers, minimum 3" square by 1/4" thick. DWG. including safety of people and property, and for all necessary D.F. Anchor bolts must be securely wired in place and aligned in a independent engineering reviews of these conditions. Shoring and true straight line prior to the concrete placement. Anchor bolts bracing of the soil, and the existing and new structures, shall may not be "wet set". r be installed where necessary to adequately support the imposed m 0 M: X <W vertical and lateral loads, and shall be maintained until the new 5, Lag Screws: Pre -drill lead holes with 1/2 to 2/3 of shank a. structure can support the anticipated loads. The Engineer's job diameter for threaded portion of lag screw, and full diameter for site visits are not intended to include review of the adequacy of the unthreaded shank portion. Lag screws shall be torqued, and the Contractor's safety measures. never he.;: ­.red, into position. Lubricate threads with soap or other wood -compatible lubricant. 8. Any openings, holes, cuts or discontinuities not shown cn the structural drawings and extending into or through structural 6. All machine bolts shall be ASTM A307, installed through holes elements require the prior approval of the 1/16" larger than diameter of bolt. Retighten all bolts prior to closing in walls. 2. TESTS A SPECIAL INSPECTIONS 1. Provide tests and inspections for all items as required by the 2010 California Building Code and all applicable local ordinances. 2. The Owner shall retain an independent testing lab to perform all required testing and inspections. 3. The Contractor shot! provide the testing lab with construction schedules to ensure proper coordination of work, 4. The following specific items shall be inspected and/or tested by the testing lob: 1. Epoxy bolts. 3. DESIGN BASIS 1, Construct in conformance with the 2010 edition of the California Building Code (CBC) and all applicable local ordinances. 2. Design vertical loads Roof: 14 20 Res. Floors: 14 40 3. Design lateral loads are based on the following criteria: Seismic: Site Class C Ss=1.5 , S1=0.787, Fa=1, Fv=1.5 Sms=1.5 , SDS=1.0, R=6.5, I=1.0 Cs=.1548, V=0,154W for Seismic Force -Resisting System: Bearing Wall Sytem, light framed walls sheathed with wood structural panels rated for sheart resistance Sms=1.5 , SDS=1.0, R=2.5, I=1.0 Cs=.1548, V=0.54W for Seismic Force -Resisting System: cantilevered column 5. FOUNDATIONS 1. The foundation design is based on chapter 18 of CBC 2010 2. Except where otherwise shown, excavations shall be made as near as possible to the neat lines required by the size and shape of the structure. All foundations shall be poured without the use of side forms wherever possible. If the trenches cannot stand, fully form s'sde8LtQsfl"Ti?npsf5hown_ 3. Do not allow water to stand in trenches. If bottoms of trenches become softened due to rain or other water before concrete is cast, excavate softened material and replace with properly compacted backfill or concrete at no cost to the owner. G. EPDXY DOWELS 1. Where epoxy dowels (reinforcing bars or alt -threaded rods) are called for in the Structural Drawings, the epoxy grout used shall be Simpson SET or equal., and shall be installed per manufacturer req'ts. 7. Use hot -dipped galvanized nails, bolts, and hardware where exposed to weather and concrete. 8. Place joists with crown up. Add one additional joist under all parallel partitions. 9. Block all joists at supports and under all partitions with minimum 2x solid blocking. Block and bridge roof joists at 10 feet and floor joists at 8 feet where ceiling assembly is not attached directly to bottom of joists. 10. All timber fasteners not specifically detailed on the drawings shall be Simpson company's standard fasteners or approved equal. 11. All wood and wood products in contact with concrete or masonry shall be pressure -treated. Species and grade for pressure - treated products shall match that specified for untreated similar lumber or wood products (i.e., pressure -treated Hem -Fir may not be substituted for pressure -treated Douglas -Fir), unless otherwise noted on the drawings. Treated lumber shall not contain Chormium and Arsenic 12. Re -tighten all bolts before closing in framing. 13. Timber Rivets: shall be installed with tong edge parallel to grain. Timber rivets at the perimeter of the group shall be driven first. Successive timber rivets shall be driven in a spiral pattern from the outside to the center of the group. 14. Alt connectors for P.T. lumbers shall be hot -dipped golvenized. '10. FRAMING LUMBER 1, All framing lumber shat'[ be Douglas Fir graded and shall br Forst Standardship Council (FSC) certiffied with max. moisture content 19% at the time of installation. Other requirements: 2. All posts and beams shall be #1. 3. Ali roof joists shall be #2. 4. All floor joists shall be #2, surfaced dry. 5. All studs shall be stud grade. 6. All plates and miscellaneous lumber shalt be Standard grade or better. 11 SHEATHING 1. Each OSB or wood structural panel shall be identified with the appropriate grade and trademark of the American Plywood Association and shalt meet the requirements of the latest edition of the U.S. Product Standard PS 1 or PS 2. Wood structural panels (such as Oriented Strand Board) of equal thickness and rating, and meeting the requirements of APA PS 2, may be substituted for plywood. 2. OSB on walls shalt be laid with long dimension vertical. All cut panels in shearwalls shall be equal or greater than 16" in both directions. Block and nail all edges. Glue adhesive shall not be applied between studs and wall plywood. STRUCf URAL ABBREVIATIONS A AND L ANGLE 0 AT ELEV. CENTER LINE R PROPERTY LINE E.N. DIAMETER OR ROUND E.P.S. POUND OR NUMBER (E) EXISTING (N) NEW A.B. ANCHOR BOLT ADJ. .ADJACENT APPROX. APPROXIMATE BETW, BETWEEN BLDG. BUILDING BLK. BLOCK BLKG. BLOCKING BM. BEAM B.N. BOUNDARY NAILING B.Q. BOTTOM OF B.O.F. BOTTOM OF FOOTING BOT. BOTTOM B.U.H. BUILT UP HEADER B.U.P. BUILT UP POST CEM. CEMENT C.J. CONSTRUCTION JOINT CLG. CEILING CLR. CLEAR C.M.U. CONCRETE MASONRY UNIT COL. COLUMN CONC. CONCRETE CONN.- CONNECTION CONSTR. CONSTRUCTION CONT. CONTINUOUS C.P. COMPLETE PENETRATION CTR. CENTER D2L NELSON WELDED REBAR D.B.A. DEFORMED BAR ANCHOR DBL. DOUBLE DET. DETAIL DIAG. DIAGONAL DIA. DIAMETER DIM. DIMENSION DN. DOWN DO DITTO DWG. DRAWING D.F. DOUGLAS FIR EA. EACH E.F. EACH FACE EL. ELEVATION ELEV. ELEVATION OR ELEVATOR EMBED. EMBEDMENT E.N. EDGE NAIL E.P.S. EXPANDED POLYSTYRENE EQ. EQUAL E.S. EACH SIDE E.W. EACH WAY EXIST. EXISTING EXP. EXPANSION EXT. EXTERIOR FDN. FOUNDATION F.F. FINISHED FLOOR OR FAR FACE FIN. FINISH FL. FLOOR FLR. FLOOR F.N. FIELD NAIL F.O. FACE OF F.O.C. FACE: OF CONCRETE F.O.S. FACE OF STUD F.P. FIREPROOFING OR FULL PENETRATION FPRF. FIREPROOFING FT. FOOT OR FEET FTG. FOOTING FS FAR SIDE GA. GAUGE GALV. GALVANIZED G.B. GRADE BEAM GR. GRADE G.L.B. GLUE -LAM BEAM GYP. GYPSUM H.D. HOLDOWN HGR. HANGER HK. HOOK HORIZ. HORIZONTAL H.S. HIGH STRENGTH (BOLT) OR HEADED STll HT. HEIGHT I.D. INSIDE DIAMETER I.F. INSIDE FACE INT. INTERIOR INSUL. INSULATION JST. JOIST JT. JOINT K. D. KILN DRIED LB. POUND LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LSL_ 'TIMBERSTRAND i T IMT LIGHT WEIGHT I_,L MICROLLAM 3 MAX. MAXIMUM M.B. MACHINE BOLT MECH. MECHANICAL mET. METAL MFGR. MANUFACTURER MFR. MANUFACTURER MIN. MINIMUM MISE. MISCELLANEOUS M.L. MICROLAM N NORTH N.F. NEAR FACE N.I.C. NOT IN CONTRACT NO. NUMBER NOM, NOMINAL N.T.S. NOT TO SCALE O.C. ON CENTER D.D. OUTSIDE DIAMETER O.F. OUTSIDE FACE O.H. OPPOSITE HAND OPNG. OPENING OPP. OPPOSITE OPP.HD, OPPOSITE HAND P.C.F. POUNDS PER CUBIC FOOT PIPE -X EXTRA STRONG PIPE PIPE -XX DOUBLE EXTRA STRONG PIPE P.S.I. POUNDS PER SQUARE INCH PT. POINT P.T. PRESSURE TREATED P.E.S. PLYWOOD EDGE SCREW P.F.S. PLYWOOD FIELD SCREW P.B.S. PLYWOOD BOUNDRY SCREW RAD. RADIUS REF. REFERENCE REINF. REINFORCING REQ. REQUIRED R/F REINFORCING R.O. ROUGH OPENING S.A.D. SEE ARCHITECTURAL DRAWINGS SB. SOLID BLOCKING S.C.D. SEE CIVIL DRAWINGS SCHED, SCHEDULE SEC. SECTION SECT. SECTION S.E.D. SEE ELECTRICAL DRAWINGS SHT. SHEET SHTG. SHEATHING SIM. SIMILAR S.M.D. SEE MECHANICAL DRAWINGS S.O.G. SLAB ON GRADE SPEC. SPECIFICATION SQ. SQUARE STAG. STAGGER, STAGGERED STD, STANDARD STL. STEEL STRL. STRUCTURAL STRUC. STRUCTURAL SUSP. SUSPENDED SYM. SYMMETRICAL TAB TOP AND BOTTOM TAG TONGUE AND GROOVE THK: THICK T.O. TOP OF T.O.C. TOP OF CONCRETE T.O.F. TOP OF FOOTING (GRADE BEAM) T.O.S. TOP OF STEEL TS TUBE STEEL TYP. TYPICAL U.O.N. UNLESS OTHERWISE NOTED VERT. VERTICAL V.I.F. VERIFY IN FIELD W/ WITH D WD. WOOD WK. PT. WORK POINT WL. WALL W.O. WITHOUT W/P WATERPROOFING W.P. WATERPROOFING OR WORK POINT WT. WEIGHT W.W.F. WELDED WIRE FABRIC BUTTE 3. Wall sheathing shall be min. 15/32 or 1/2 inch, 24/0, exposure 1, ('OIJNTY unless otherwise noted. APR 2 3 2013 DEVELOPMENT SERVICES jb70 SCOPE OF VNORK: PROVIDING CALCULATIONS AND DETAILS FOR AN EXISTING 2. --STORY BUILDING TC) UPGARDE EXISTING STRUCTURE TO 2010 CODE. ALL DIMENSIION AND INFORMATION ON THIS SET IS PROVIDED BY THE OWNER,/CONTRACTOR AND SHALL BE VERIFIED IN FIELD. r REVISIONS? U r ,f Z w • W H 0 L o N O © .�- 'til d N l • f7 Z d Q U C:) N �- l "._Z 1O �QZLr) r O IL -5.J m 0 M: X <W <C a. O W Z_ 7- _J J_ � Q W Y Z =) w M J J O � o GEN. NOTES DATE: 3.20.13 SCALE: as noted JOB NO, 13155 SHEET 5141 I i. OF R ci-rTC 4'-0" MIN LAP NAILING FOR MULTIPLE STUDS JOINT IN MIN. (6)-16d NAILS JOINT IN TOP PLATE EACH SIDE OF JOINT BOTTOM IN TOP OR BOTTOM PLATE PLATE, TYPICAL STUDS NOTE: SEE PLAN AND DETAILS FOR DOUE3L_E TOP PLATE AND STUD SIZE. 13 TYPICAL NAILED TOP PLATE SPLICE S1.2 SHEAR MALL SCHEDULE SHEATHING EDGE NAIL 2Q FRAMING SILL PL ANCHOR FL/ROOF CLIPS NAILS BOLTS EDGE NAIL FIELD NAIL 3O O q� 2" APA RA'E 10d @ 6"O.C. A35 16d s"o 04'-0" 1 O �ff SHEATHING 10d @ 12O.C. @ 16"O.C. 0 13"0.C. /10" EMBE .@ 6"O.C. 310 - t " 10d @ 4"O.C. A35 16d 5" O @3'-4" 10d 2 APA RATED 6 460 B - """ @ 12O.C. @ 4O.C. W 10EMBE . @ 4"O.C. SHEATHING � 1{)d @12"O.C. / � " APA RATED 10d @ 3"O.C. A35 20d 8"4 @ 24" 10d C@ 9"O.C. Cv� 6 O.C. W/10" EMBE .@ 3"O.C. 510 SHEATHING 10d @ 12'O.C. / I 2" STRUCT 1 10d @ 3"O.C. A35 "x 5" LAG 8 10d @ 12 "O.G. " O @ 24 10d 665 SHEATHING @ 9"O -C- 0 6" O.C. W/10" EMBE . @ 3"O.C. 2 " STRUCT 1 10d @ 2"O.C• A35 a "x 5' LAG s ^� @ 16" 10d " 870 SHEATHING 10d @ 12"O.C. @ 8"O -C- @ 4" O.C. W/10" EMBE . @ 2O.C. G HARDYFARM£ HFX-'24X8 w/ 1 1/8" STD ger PFC-5342 3.420 Lbs H HARDYFARME HFX--24X9 w/ 1 1/8" STD per PFC-5342 3.140 Ibs ■ SEE PLANS FOR SHEAR WALL HOLDOWN, SIZE AND LOCATION 0 ALL INFORMATION IN THE ABOVE SCHEDULE RELATES TO THE ITEMS SHOWN IN THE ACCOMPANYING WALL SECTIONS. ALL PARTS REQUIRED FOR EACH SHEAF WALL TYPE OCCUR IN THE WALLS BETWEEN THE LEVEL REPRESENTED BY THE FRAMING PIAN, WHERE THE SHEAR WALL TYPES AND LOCATIONS ARE SHOWN, AND THE LEVEL ABOVE. EXAMPLE: (A SHEARWALL SHOWN ON THE SECOND FLOOR FRAMING PIAN WITH A MARK B NEXT TO IT, SHALL HAVE ALL THE PARTS REQUIRED FO -A TYPE WALL INSTALLED 1N THE WALL BETWEEN THE SECOND AN HERD FLOORS). ■ WHERE THE SHEAR WALL SCHEDULE CALLS FOR SHEATHING ON ONE SIDE OF THE WALL ONLY PLACE SHEATHING ON SIDE OF WALL WHERE SYMBOL�CCURS. ■ AT THE SHEAR WALL SCHEDULE 13 THRU G PROVIDE 3x SILL_ PL. ■ AT THE SHEAR WALL SCHEDULE; 8 THRU G PROVIDE 3x SILL PL AND 3x AT FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS. ■ AT THE SHEAR WALL SCHEDULE B THRU G PLYWOOD JOINTS AND SILL PL NAILING SHALL BE STAGGERED IN ALL CASES. ■ AT SHEAR WALLS , WHERE SHEATHING IS APPLIED ON BOTH FACES OF WALL AND NAIL SPACING IS LESS THAN 6 INCHES O.C. EITHER SIDE. ALL PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMEBERS. BLOC} RIM Jf SEE PLAN O BLOCKING ANI TWO EDGE NA SE BLOCKING OR RIM JOIST INSTALL FLAT BLOCK AT AL JOINTS W/ EXTERIOR WALL KING OR JOIST 3"x3'X 1 /4" P INTERIOR WALL WALL SECTIONS 8-16d EACH SIRE OF INTERSECTIONS, TYP. NOTCHES' NOT PERMITTED • BELOW 45' LINE • x • a - 6-16d AT - INTERSECTIONS TYP. TOP PLATE INTERSECTION NOTE: ARRANGEMENT FOR POUNDER DRIVEN FASTENERS AT NON-STRUCTURAL WALLS SIMILAR, EXCEPT USE 6" END o DISTANCE INSTEAD OF 9", r: w 9" MAX 9" MAX 9" MAX, 9" MAX 9" MAX J ..� in Q a WHERE PLATE IS DRILLED OR NOTCHED MORE THAN 1/3 WIDTH OF PLATE, SILL BOLTS SHALL BE PLACED WITHIN 9" EA. SIDE OF NOTCH. S1.2 PIPE IN NEATLY BORED MOLE I ST6224 EACH SILDE AT -C OF PLATE OR STUD.OF TOP PLATES 0)VER DO NOT CUT OR NOTCH PLATES '�-� _� PLYWOOD CENTER ON OR STUDS (1-w"O MAX.) I HOLE I HOLES IN TOP PLATES TYP. HOLDOWN 2x SOLID BLKG. W/5 --16d EACH L SHEATH'G PER PLAN L S.W. SCHED. AULDIIVN PEAR PLAN FND/RETATIN'G VALL ANCHOR BMT PER SCHED. TYPICAL SILL BOLTING LAYOUT 16d AT SAME SPACING AS PLYWOOD EDGE MAILINGS 16d 0 PLYWOOD 12" O.C. EDGE MAILING ',-PLYWOOD y PLYWOOD EDGE MAILINGS EDGE NAILING 16d 8 12' O.C. TYP. 2x TO POST _AV_ / POST PND POSTS, SEE PLAN OR SCHEDULE 0 POST, SEE / F PLAN PHD� PLYWOOD EDGE, NAILING CORNER INTERSECTION TYPICAL WALL INTERSECTIONS reg u 4:�' 4 OR 3" MAX x D/6 OR 12� MAX I a � I I 1/3 OF CLEAR SPAN I D (MIN) MIN. "J TYP. H STUD SPACING NOTE: j W=STUD WIDTH NO HOLES OR NOTCHING h--L--j IN JOISTS WITH D=4" OR LESS ALLOWABLE HOLES AND NOTCHES IN JOISTS AND STUDS PL YWOOO EDGE T�^ OR RAFTERS SEE PLAN PLYWOOD NAILING DETAIL EPDXY ANCHOR BDL TS/ ANCHOR BOLTS WHERE OCCURS 2x STUDS I I WOOD POST - OR DBL STUD CONC. WAL f HOLDOWN- FOOTING OLDOWNFOOTING SEE PLAN p V' r --•r/ I / v "'ti I r L-1 -. i / p _ �7 HOLD09IN SCHEDULE HOLDOWN CONC. ANCHOR HDU2 & HDU5 5/8"000" HILTI SET OR SSTS16 OF 8 w HOLDOWN SCHEDULE EXPDXY & THREAD ROD OR SIMPSON SSTB CSD NEW CONSTRUCTION 1 REVISIONS �o QRo�Esslo�,�` XM4 In u C5-%" 13 ST Cf>J11. �P l f OF CAL���� LIC w Z J z � Q V.1 U Z w Ll m 'cF O O c= f_- O TYP. DETAILS DATE: 3.20.13 SCALE: as noted JOB NO. 13155 SHEET S1,2 OF 8 w V1 0 W � N © i M � 1�- N j • m CD Ln I 00 C14 z aU Q Ln i r... Z w to �r O r' Q V? Z LJ LO o m O x co < LL ids. �o QRo�Esslo�,�` XM4 In u C5-%" 13 ST Cf>J11. �P l f OF CAL���� LIC w Z J z � Q V.1 U Z w Ll m 'cF O O c= f_- O TYP. DETAILS DATE: 3.20.13 SCALE: as noted JOB NO. 13155 SHEET S1,2 OF 8 SHTS (E) WALL SHEATH'G PER PLAN ROOF SHEATH'G PER PLAN ROOF SHEATH'G PER PLAN (N) HOLDOWN, WITH EPDXY A.B. B. N. 1 �� WHERE OCCURS, PER PLAN t 2x STUD MALL F P.T. PL, V.1 -F. A.B PER S.W. SCHED I ' & 3"SQ. WASHER ADD AS REQ'D (F) S.O.G. & FT(-, z co ZL 71! 1..-1 1 (E) WALL SHEATH'G PER PLAN A.B PER S.W. SCHED ---� & 3"SQ. WASHER ADD AS REQ'D z Do (N) HOLDOWN, WITH EPDXY A.B. WHERE OCCURS, PER PLAN 2x STUD WALL ADD PLY SHEAH'G PER PIAN DD 2x BLK'G OVER (E) SILL (E) P.T. PL, V.I,.F. P.E.N. Q Ln D D zD D A L (E) S.O.G. & FTG EN EXTERIOR SFli:-AR WALL (S.W.) SHEATHING, TYP. ------ PRE—FAB TRUSS PER PLAN BLK'G @ 48" O.C. A35 RAFTER TO WOOD TOP PLATTE 0 16"o.c. DOUBLE TOP PL TOP PLATE. HEADER (WHERE OCCURS) TYP. EXTERIOR PLYWOOD SH'TH'G. OR S.W. PER PIAN SILL PLATE W/ -- ATTACH. PER S.W. DESIGNATION ON PLAN A35 PER S.W. SCHED. EN TYPICAL 2X DOUBLE TOP PLATE. EXTERIOR SHEAR WALL (S.W.) SHEATHING, TYP. WOOD HEADER OVER OPENING (WHERE OCCURS). 2x STUDS AT 16" O.C. - LEGENDS AND NOTES 1. DENOTES EWTW V2' yW COX PLYWD WALL SHEATNQ PER /\�J s�AR WALL SCHED A 2. i DENOTES NEW Vr THC CDX PLYWD WALL SfEAM PER SHEAR WALL SCHED C, ADD 2x BUG ! SU & DBL UP MIDS @ FA PANEL JOM" 3. py DENOTES 0 HOLDOWN BY SWOON W/ EPDXY A,B. WTO (E) PTQ 4. - DENOTES (E) POST, LLOAL 5. ALL iE3 HEADEFI•S AAE DBI. 2x12, V,IF. ;t ROIOF FRAMIMG PLAN 0 0 0 0 HOLDOWN, WHERE OCCURS PER PLAN FLR SHEATH'G PER PLAN ADD BLK'G 0 HOLDOWN EN FLOOR JOIST. SEE PLAN (N) WALL SHEATH'G WHERE OCCURS /4" THK T&G FLR SHEATH'G LUED & NAILED TO FLR JST W/1Od , B.N. @6" O.C., J,@ 6" O.C., F.N.@ 10" O.C. 2nd FLOOR FRAMING PLAN A35 (@ BLK'G TO WOOD----" TOP PLATE @ 32" O.C. EN \yn' EXTERIOR SHEAR WALL (S.W.) SHEATHING, TYP. PRE --FAB TRUSS PER PLAN SIMPSON H2.5@ EA TRUSS & TOP PL DOUBLE TOP PL TOP PLATE. HEADER (WHERE OCCURS) HOLDOWN, WHERE OCCURS PER PLAN FLR SHEATH'G PER PIAN --7 TYP. EXTERIOR PLYWOOD SH'TH'G. OR S.W. PER PLAN SILL PLATE ATTACH. PER RIM JST OR SOLID BLK'G SHEAR WALL (S,W.) o ADD BLK'G @ HOLDOWN DESIGNATION ON PIAN EN SIIMPSON A35 PER ')LAN--- EN I LFLR JST PER PLAN TOP. PXA DBL-----� o o WOOD HEADER x 2x STUDS AT 16" O.C. OVER OPENING (WHERE OCCURS). Jr\ rr .7, " rj I! :to. C5�.84a y, y tti 4�\P F of cit# 1ST FLOOR / FOUNDATION PLAN DATE, 3.20,13 SCALE, as note JOB NO, 13155 SHEET d S2I -r a *�W'ro w w •� w o N p < ��co N jT M (7) Ln 00 zaa.<o� ._. Z p V) Z � Lr) }._.omOX I! :to. C5�.84a y, y tti 4�\P F of cit# 1ST FLOOR / FOUNDATION PLAN DATE, 3.20,13 SCALE, as note JOB NO, 13155 SHEET S2I -r a *�W'ro STRUCTURAL NOTES 1. GENERAL 1. These notes apply to all drawings and govern unless otherwise noted or specified. All work shall conform to the 2010 California Building Code, as modified by Local jurisdiction. 2. Verify all existing conditions and proposed dimensions at the job site. Compare structural drawings with architectural, mechanical, and electrical Drawings before commencing work. Notify Architect of any discrepancies and do not proceed with affected work until they are resolved. Do not scale drawings. 3. Unless otherwise shown or noted, all typical details shall be used where applicable. All details shall be considered typical at similar conditions. 4. Unless otherwise shown or noted, follow Manufacturer's recommendations for all structural products used on this project. 5. The Contractor and Special Inspector are encouraged to contact the Structural Engineer regarding any questions of interpretation of these specifications and drawings. 7. Safety Measures: At all times, the Contractor shall be solely and completely responsible for the conditions of the job site including safety of people and property, and for all necessary independent engineering reviews of these conditions. Shoring and bracing of the soil, and the existing and new structures, shall be installed where necessary to adequately support the imposed vertical and lateral loads, and shall be maintained until the new structure can support the anticipated loads. The Engineer's job site visits are not intended to include review of the adequacy of the Contractor's safety measures. 8. Any openings, holes, cuts or discontinuities not shown on the structural drawings and extending into or through structural elements require the prior „pprovol of the 2. TESTS & SPECIAL INSPECTIONS 1. Provide tests and inspections for all items as required by the 2010 California Building Code and all applicable local ordinances. 2. The Owner shall retain an independent testing lab to perform all required testing and inspections. 3. The Contractor shall provide the testing lab with construction schedules to ensure proper coordination of work. 4. The following specific items shall be inspected and/or tested by the testing lab: 1. Epoxy bolts. 3. DESIGN BASIS 1. Construct in conformance with the 2010 edition of the California Building Code (CBC) and all applicable local ordinances-. 2. Design vertical loads Roof: 14 20 Res. Floors: 14 40 3. Design lateral loads are based on the following criteria: Seismic: Site Class C Ss=1.5 , S1=0.787, Fa=1, Fv=1.5 Sms=1.5 , SDS=1.0, R=6.5, I=1.0 Cs=.154g, V=0.154W for Seismic Force -Resisting System: Bearing Wall Sytem, light framed walls sheathed with wood structural panels rated for sheart resistance Sms=1.5 , SDS=1.0, R=2.5, I=1.0 Cs=.154g, V=0.54W for Seismic Force -Resisting System: cantilevered column 5. FOUNDATIONS 1. The foundation design is based on chapter 18 of CBC 2010 2. Except where otherwise shown, excavations shall be made as near as possible to the neat lines required by the size and shape of the structure. All foundations shalt be poured without the use of side forms wherever possible. If the trenches cannot stand, fully form side8L�oo dimensi nsfjhown. 3. Do not allow water to stand in trenches. If bottoms of trenches become softened due to rain or other water before concrete is cast, excavate softened material and replace with properly compacted backfill or concrete at no cost to the owner. 6. EPDXY DOWELS 1. Where epoxy dowels (reinforcing bars or all -threaded rods) are called for in the Structural Drawings, the epoxy grout used shall be Simpson SET or equal., and shall be installed per manufacturer req'ts. Chee# Ciao 9dv';R If +h➢c chnef is nnf 94v"SR if is n red""" nrinf Crnle nrnnr.iinmy 9. ROUGH CARPENTRY 1. Unless otherwise shown on the drawings, nailing shall conform to the 2010 CBC Unless otherwise noted on these drawings, all nails shall be common nails (as opposed to box, sinker or cooler nails). 2. Sills on concrete shall be pressure treated Douglas Fir. Sills shall be fastened to the concrete with a minimum of two fasteners per piece and a fastener within 9 inches from each end of piece. Minimum end distance shall be 7 bolt diameter. 3. Fasten all sill plates at non-structural walls to non -prestressed concrete slabs with .177" diameter powder driven fasteners at 16" on center, with 1-1/4" minimum concrete embedment, unless otherwise noted on the drawings. Fasten all sill plates at non-- structural walls to prestressed concrete slabs with .145" diameter powder driven fasteners at 16" on center, with 3/4" minimum and 1" maximum concrete embedment, unless otherwise noted on the drawings. 4. All anchor bolts shall be ASTM A307 or A36. All anchor bolts shall have plate washers, minimum 3" square by 1/4" thick. Anchor bolts must be securely wired in place and aligned in a true straight line prior to the concrete placement. Anchor bolts may not be "wet set". 5. Lag Screws: Pre -drill lead holes with 1/2 to 2/3 of shank diameter for threaded portion of lag screw, and full diameter for the unthreaded shank portion. Lag screws shall be torqued, and never hammered, into position. Lubricate threads with soap or other wood -compatible lubricant. 6. All machine bolts shall be ASTM A307, installed through holes 1/16" larger than diameter of bolt. Retighten all bolts prior to closing in walls. 7. Use hot -dipped galvanized nails, bolts, and hardware where exposed to weather and concrete. 8. Place joists with crown up. Add one additional joist under all parallel partitions. 9. Block all joists at supports and under all partitions with minimum 2x solid blocking. Block and bridge roof joists at 10 feet and floor joists at 8 feet where ceiling assembly is not attached directly to bottom of joists. 10. All timber fasteners not specifically detailed on the drawings shall be Simpson company's standard fasteners or approved equal. 111. All wood and wood products in contact with concrete or masonry shall be pressure -treated. Species and grade for pressure - treated products shall match that specified for untreated similar lumber or wood products (i.e., pressure -treated Hem -Fir may not be substituted for pressure -treated Douglas -Fir), unless otherwise noted on the drawings. Treated lumber shall not contain Chormium and Arsenic 12. Re -tighten all bolts before closing in framing. 13. Timber Rivets: shall be installed with long edge parallel to grain. Timber rivets at the perimeter of the group shall be driven first. Successive timber rivets shall be driven in a spiral pattern from the outside to the center of the group. 114. All connectors for P.T. lumbers shall be hot -dipped galvenized. 10. FRAMING LUMBER 1. All framing lumber shall be Douglas Fir graded and shall br Forst Standardship Council (FSC) certiffied with max. moisture contant 19% at the time of installation. Other requirements: 2. All posts and beams shall be #1. 3. All roof joists shall be #2. 4. All floor joists shall be #2, surfaced dry. 5. All studs shall be stud grade. 6. All plates and miscellaneous lumber shall be Standard grade or better. 11 SHEATH, I NG 1. Each OSB or wood structural panel shall be identified with the appropriate grade and trademark of the American Plywood Association and shall meet the requirements of the latest edition of the U.S. Product Standard PS 1 or PS 2. Wood structural panels (such as Oriented Strand Board) of equal thickness and rating, and meeting the requirements of APA PS 2, may be substituted for plywood. 2. OSB on walls shall be laid with long dimension vertical. All cut panels in shearwalls shall be equal or greater than 16" in both directions. Block and nail all edges. Glue adhesive shall not be applied between studs and wall plywood. 3. Wall sheathing shall be min. 15/32 or 1/2 inch, 24/0, exposure 1, unless otherwise noted. STRUCTURAL ABBREVIATIONS & AND `` JST. JOIST L ANGLE JT. JOINT 0 AT CENTER LINE K.D. KILN DRIED R PROPERTY LINE 0 DIAMETER OR ROUND LB. POUND # POUND OR NUMBER LLH LONG LEG HORIZONTAL (E) EXISTING LLV LONG LEG VERTICAL (N) NEW LSL TIMBERSTRAND I • fJ LT WT LIGHT WEIGHT LO 1 a0 04 LVL MICROLLAM A.B. ANCHOR BOLT uI ADJ. ADJACENT MAX. MAXIMUM APPROX. APPROXIMATE M.B. MACHINE BOLT U.) CO MECH. MECHANICAL BETW. BETWEEN MET. MEr-Ir A1, BLDG. BUILDING MFGR. MANUFACTURER BLK. BLOCK MFR. MANUFACTURER BLKG. BLOCKING MIN. MINIMUM BM. BEAM MISC. MISCELLANEOUS B.N. BOUNDARY NAILING M.L. MICROLAM B.O. BOTTOM OF B.O.F. BOTTOM OF FOOTING N NORTH BOT. BOTTOM N.F. NEAR FACE B.U.H. BUILT UP HEADER N.I.C. NOT IN CONTRACT B.U.P. BUILT UP POST NO. NUMBER NOM. NOMINAL CEM. CEMENT N.T.S. NOT TO SCALE C.J. CONSTRUCTION JOINT CLG. CEILING O.C. ON CENTER CLR. CLEAR O.D. OUTSIDE DIAMETER C.M.U. CONCRETE MASONRY UNIT O.F. -OUTSIDE FACE COL. COLUMN O.H. OPPOSITE HAND CONC. CONCRETE OPNG. OPENING CONN. CONNECTION OPP. OPPOSITE CONSTR. CONSTRUCTION=; OPP.HD. OPPOSITE HAND CONT. CONTINUOUS C.P. COMPLETE PENETRATION P.C.F. POUNDS PER CUBIC FOOT CTR. CENTER PIPE -X EXTRA STRONG PIPE PIPE -XX DOUBLE EXTRA STRONG PIPE D2L NELSON WELDED REBAR P.S.I. POUNDS PER SQUARE INCH D.B.A. DEFORMED BAR ANCHOR PT. POINT DBL. DOUBLE P.T. PRESSURE TREATED DET. DETAIL P.E.S. PLYWOOD EDGE SCREW DIAG. DIAGONAL P.F.S. PLYWOOD FIELD SCREW DIA. DIAMETER P.B.S. PLYWOOD BOUNDRY SCREW DIM. DIMENSION DN. DOWN RAD. RADIUS DO DITTO REF. REFERENCE DWG. DRAWING REINF. REINFORCING D.F. DOUGLAS FIR REQ. REQUIRED R/F REINFORCING EA. EACH R.O. ROUGH OPENING E.F. EACH FACE S.A.D. SEE ARCHITECTURAL DRAWINGS EL. ELEVATION SB. SOLID BLOCKING ELEV. ELEVATION OR ELEVATOR EMBED. EMBEDMENT S.C.D. SEE CIVIL DRAWINGS E.N. EDGE NAIL SCHE['. SCHEDULE E.P.S. EXPANDED POLYSTYRENE SEC. SECTION EQ. EQUAL SECT. SECTION E.S. EACH SIDE S.E.D. SEE ELECTRICAL DRAWINGS E.W. EACH WAY SHT. SHEET EXIST. EXISTING SHTG. SHEATHING EXP. EXPANSION SIM. SIMILAR EXT. EXTERIOR S.M.D. SEE MECHANICAL DRAWINGS S.O.G. SLAB ON GRADE FDN. FOUNDATION SPEC. SPECIFICATION F.F. FINISHED FLOOR OR FAR FACE SQ. SQUARE FIN. FINISH STAG. STAGGER, STAGGERED FL. FLOOR STD. STANDARD FLR. FLOOR STL. STEEL F.N. FIELD NAIL STRL. STRUCTURAL F.O. FACE OF STRUC. STRUCTURAL F.O.C. FACE OF CONCRETE SUSP. SUSPENDED F.O.S. FACE OF STUD SYM. SYMMETRICAL F.P. FIREPROOFING OR FULL PENETRATION FPRF. FIREPROOFING T&B TOP AND BOTTOM - FT. FOOT OR FEET T&G TONGUE AND GROOVE FTG. FOOTING THK. THICK FS FAR SIDE T.O. TOP OF T.O.C. TOP OF CONCRETE GA. GAUGE T.O.F. TOP OF FOOTING (GRADE BEAM) GALV. GALVANIZED T.O.S. TOP OF STEEL G.B. GRADE BEAM TS TUBE STEEL GR. GRADE TYP. TYPICAL G.L.B. GLUE -LAM BEAM GYP. GYPSUM U.O.N. UNLESS OTHERWISE NOTED H.D. HOLDOWN VERT. VERTICAL HGR. HANGER V.I.F. VERIFY IN FIELD HK. HOOK HORIZ. HORIZONTAL W/ WITH H.S. HIGH STRENGTH (BOLT) OR HEADED STUD WD. WOOD HT. HEIGHT WK. PT. WORK POINT WL. WALL I.D. INSIDE DIAMETER W.O. WITHOUT I.F. INSIDE FACE W/P WATERPROOFING INT. INTERIOR W.P. WATERPROOFING OR WORK POINT INSUL. INSULATION WT. WEIGHT W.W.F. WELDED WIRE FABRIC BUTTE COUNTY APR 2 3 2013 DEVELOPMENT SERVICES SCOPE OF WORK: PROVIDING ' CALCULATIONS AND DETAILS FOR AN EXISTING 2 -STORY BUILDING TO UPGARDE EXISTING STRUCTURE TO 2010 CODE. ALL DIMENSION AND INFORMATION ON THIS SET IS PROVIDED BY THE OWNER/CONTRACTOR AND SHALL BE VERIFIED IN FIELD. , �O QROFESS/0 L" o.'C53844 �MExp. as.��/. Ld Z J J � Q LTJ U Y Z ::) LA M J J_ O 0 of t_ O GEN. NOTES DATE: 3.20.13 SCALE: as noted JOB NO. 13155 SHEEP S1o1 OF 8 SHTS w F_ N O Lj > O N ILD � O J aD cV I • fJ m < rn LO 1 a0 04 z U O uI Z u7 O 0 Q� < Z U.) CO O O m J O 2 X Q o0Qa.LL �O QROFESS/0 L" o.'C53844 �MExp. as.��/. Ld Z J J � Q LTJ U Y Z ::) LA M J J_ O 0 of t_ O GEN. NOTES DATE: 3.20.13 SCALE: as noted JOB NO. 13155 SHEEP S1o1 OF 8 SHTS i �'� - � ��; `�, 1 L I' �,