HomeMy WebLinkAbout063-150-016•' COUNTY OF BUTTE - Department of Public Works
7 County Center Drive, Oroville, CA. 95965 Phone: 916-534-4541
OWNER -BUILDER VERIFICATION
Attention Property Owner:
An "owner -builder" building permit has been applied for in your nameand bearing
your signature.
Please complete and return this information in the envelope provided at your
earliest opportunity to avoid unnecessary delay in processing and issuing your build-
ing permit. No building permit will be issued until this verification is received.
1. I personally plan to provide the major labor and materials for construction
of the proposed property improvement (yes or.no)' S
2. I (have/have not) -signed signed an application for'a building
permit for the proposed work.
3. I have contracted with the following person (firm) to provide the proposed
construction:
Name 1��
Address_ z City j Lim
Phone Contractors License No. ?z s �
4. I plan to provide portions of this work, but I have hired the following
person to coor inate, supervise, and provide the major work:
Name
Address City
Phone Contractors License No.
5. I will provide some of the work but I have contracted (hired) the following
persons to provide the work indicated:,
Name Address Phone Type of Work
S igned
Property Owner _
Social Security number
Date
0
NOTE This Owner -Builder Verification is sent to you as requiredNby Sections 19831
and 19832 of the California Health'and Safety Code.
This verification must be completed and returned to our office before we are
permitted to, issue the permit. _�,�
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:FOUNDATIONS 81 A nchor bolts cast in concrete si iall conform to ASTM
We wish to take this opportunity to Oliank Y,,,)jj fo, iricluding 3) Wherever the specified reInforcemont is of 14) Doubled top, plate (at laps and, K All,joistsshr-illh�rivea,niinitnLini�of2"belarinqcit
I I - A3074 1
our company in your proposed building venture, V/hen you 1, General,. Grade 60, Grade 40 reinforcement may be
splices)
ail supports. �appinq joists shall have 6"' taps E.entered
.,-ses shown on the drawings are vided� and the number of bars increased in I
p , laced your order, �we presume that you nlbt f1crold that these A, Footing thIckr,',..Jl MASONRY' ro 15) Corner studs and angles (each over inter or supports,
p
plans are copyrighted, If y,,)u did not, we*tat,ie thlis -n the ratio of one; and,6ne-half to one (11/21).
minir, umq. piece) ....... 10d @ 16,, fac
'it f6 again call itto your attention, and e, nail L. Ledgers and. stud wall foundation sill plates shall be
n
s e fabric shall conform to ASTM Al 85., bolt d to concrelewith anchor bolts of ,,��izeand
what It means to yuu. B, Footings n, w ba Poured neat aoalnst side �of 1, Masonry Units: 'ds (each
2. Welded wir 16) Multiple stu e
excavations only if approved by`th�,, Owner. A. All hollow con,orete units shall be at least 7%'
x piece); ........... 1 Od 16" face nail minimum spacing as shown on the drawin&At
r . W 3. Splices: ple
ure 5/8 x 1,55/8" and shall provide minimum least two bolts. shall be provided f e with
F We are sellin.g you the right co bul.11d r�, ity one struct C., The B�jllde,: b�_N responsible. for'suppoil of all 7 or each
from these plans. temporaryembaiir, terits0dexcavati.:,nns. unobstructed vertical cores with. a least dimension A. Reinforcementin concreteiind masonry 17) Vertically laminated, beamsand
4 shall have, e one bolt, within V -O" of each end.
head, rs along each edge, each
2, 'We are, sel ling this right to l-,nd, oo one elna of 31/2-" when laid, up in running bond', lap lengths as follows.
piece ...........
4? 12" face nail M. All wall sheathing shall be applied as follows:
2. Bac.kfill., lQd ( -
except -the contractor you rnight �4i :eje who B. Moisture content of hollow concrete units'per Bar Size Length In Concrete Length,in Masonry
A and 18) LI Center vertical joints, over studs and center
Backfill shall be placed in 6 -inch maximurn,'ift, ght timber decking
(each piece
likewise limited to the constructio. ;ourspec.i1c ASTM C90 at time of laying shall not exceed 3QO/,o %D 11-6r" '21 '-Of to each su port) ...... 2-16d face nail horizontal joints over 2" blocking or plate, Nail: top of
compacted to a roinitnium density of 95% Olitn0.,r I $-off p
b�jilding. f total absor 1 #4 2 21,6" panels to double top plate, and n f
0 p Jon,
81abs-on-grade) and,19Q% (elsewhere) of maxinnum B. Sheathing shall be nailed as follows, except where ail bottom o
3o If these,plansare copied, orreproou."',,"d bvarl� panels to anchored sill plate. Ap
density at Optimum rnoi-itwre content as determjril�d 2. Mortar: #6 3,911 shown otherwise: ply gypsum board
so that end joints of' adjacent, courses do not occur
method whether mochanical or phv�ilc�41, b,%,, �anyc-.ne, X Mortar shall conform to U.B.C, Type "S"o plyw
by AASHO 1) Roof Ood: 8d common at 6" on center at all
except ourselves, even,,for thporic inall,,, intendec 1 Welded wire fabric shall be lapped one grid over the same stud.
.4
B, Mortar shall be retempered a.s required to keep it nd at 10" on center at, interior
B,. Backfill shall con8ist of n.on-expansive, d edges a
-tsioi lor the widt
structure, we will no longer tjE, Ofr h plus 2". athinQ shall be applied as
free -draining, pred,_jlninantly granular material 'free N. All roof and floor Srhe
accuracy of the ke� apor,,priatq Ie piastic, shall be used within 1, hour initial mixing:, supports,
plans and will ta' -,gial 2) Reinforcement shall be bent cold, follows: Center panel end joints over joists, rafters,
of debris'and Qrgargic rn,@.t.erial., and shall not be allowedto stand for'longer than 1/2 2) Floor plywood-, 8:d common.at 6" on center at all
action against,the (-Aopler under Jqh',1 and Reinfo -ts or sub -purlins using half panolstaggered pattern.
p!agerism laws, 3. Footings: hour without remixing. 3 rcomen. . hall not be welded. supported edg
es and at 10" on center at interior
supports.
4. Placing;
4, If any building is constructed from ?,hese nlans othor A. Footings are sizedf3, �-i maximum total load bearing 3, (3; r o u t:
�than the one for which the plans vyf Alle ori I ginally pressure' of 2000 p,�,�f� A. Grout. shall be proportioned in conformance with A, Reinforcement shall be accurately placed and 3) Wall plywoodsheathing direct to frarning:10d INSULATION
purchased, we claim,the right to r(�cover a design fee ASTM, C476, except as otherwise specified, The adequately supported by concrete, metal, or other common at 611 o,,b all pariel edges and at 10" o,,c 1 Minimum insulation to be a's follows:
0 B, Footings shall be piLiced rat a depth to conform to a,��,oved chairs, spacers, or ties, and secured :at all interior studs, -19
a . I I - .. 11 ... Rm
des. maximum size agg shall be 3/8". t
in the am unt,of theorlginalco�rt:,of thlr-.4 plans plus local co regate Roof and ceiling ................
gal
cooler nails at Exterior walls ............ , ........... _ .-R-11
legal fees if any are incurred. C, The final 3" of excavation shallbe removed by hand B, shall have, an�average 28 day ultimate a displacement during concrete or grout 4) Gypsum wallboard on stud walls,
placement. Tack. welding shall notbe allowed, 7" o/c, all studs, plates, and blockings—use 5d Floors (wood ............... ,,___R- 7
cowp
[K -)ME BUILDING PLAN SERVICE door, notyuarantee tool 9perations in order to assure undisturbed rt ssive strength of25-00 psi�-
B. Except where shown otherwise on the structural nails with !,,2"' sheathing a.nd'6,d nails with 5W'. Floors (concrote) R, 4.5
the availability of any man uf actu red' 1-,)rrxJuct t�,u rlested or bearing surfaces. C. Groutsholl be mixed with suff icient waterto be: dra . wings, reinforcement in concrete shall have C. Anchor all studs at door openo igs, ends and Exte rior foundation walls ..... ............. R- 5
i don these p t; ,,�i,dvlso�. to verify D, Footings shall, be fOLlnded on firm, undisturbed, properly placed in cells without segregation,
specifle lans. The bulloce 1, T I
rete cover as follows: orners
theavailabilityof all manufactured p !ortst,UfXPJ native, free draining soil 31. Conditions found to be D. Mortar shall not ber used for, Orin, ther grout. conc c of walls which aresheathed with plywoo, d 2. Cold Walls,
1) Concrete deposited against earth ....... 3pli andlor gypsum board to bo6rrl pl- 'e'
at with
proceeding witn construction, obspeci,il.1y thtciso otherwise shall be reported to the owner, That portion of [lie building,between livingspace and�
I-, No lime shall be . allowed in grout. 2) Formed! concrete against earth .......... 2/t 2-Sirnpson A -35N framing anchors (or approved
affecting rough openings. or othe� ti).& plans. E, The bottorn surface of footings shall not slope more an unheated garage, storage room,,-andthe lJortion o
F Grout shall be mixod in amechanical mixer for at 8) Exterior faces of walls ......... ........ 24f equal). n adjacent section of a
wall above the ceiling of a
The purchaser Is further advised that these plans,,%tero than 1 0verfidal to 1-O.Q hoi izontal, except as shown
least 5 minutes after aii the water to be, used has
DI. All manufactured connection hardware shall be as splJt-level dwelling to be insulated the same as roof
otherwise on the drawings. 4) Interior, faces of walls .. 3)4
designed to conform to the most recent Uniforn,) Building been addp , Ready, mixed grout shall conform to designated, on the drawingsand installed and full
ab e specification'.% of ASTM C94, No 5) To top of slabs -ori -,grade ......... 34" walls, or floor of the dwelling.
Code: at the time they wore drawn. Corisl,,,,;,nt ohaingo-s In F No excavation sha.111 be made, lower ar, iser to all applic nailed in conformance to the manUfacturer's
4,cl% A, is
nationalcodes, togetherwith environmenta! queMlca�'ions any footing than 1.10 ver(ical tn- 3,Q horizontal, except watersh 11 d 3, Vapor Barriers: Either "A, "B", or D,
all ead ed to reac�'y rn ix g rout after its instructions and applicable IGBO approvals,
and local options especially In plumbing and wii,inq codes, as shovv�n on the,drawings. discharge from the mixer. Tl�e g;rwlt shall 1:)n WOOD mandatory,
n ction assemblies detailed on the
makes a'bs'olute conformity with al'i ouild,�no i.ec;t,,1ct1bDn!:) G. All ground, over which foolings and slabs-on"grade placed within 1 hour of the initial, il� , I E All steel conne A, All walls and ceilings to be foil no -side
1 Materials:
-backed o
-igs shall be fab
lble, Therefore, th s i,,; subiec,t to areto be placed shalt 1.)e. free of expansive or draw! ricated from ASTM A36 steel insulation,
31 4. The specified 28 day compressive, strenQ�.(*i Rs� A, Sawn, lumber
Imposs e use of these plan, c
local code requirements and interprel."afloos, compressible debris and orgairlic material.k it) conformancewith applicable requirements of the
determined by prism tests shall be 135o,psi B, Foil -backed gypsum board on the insidesurface of
o rete, shall be 1)� Sawn lumber,calculationsare based on Douglas AISC "Specification for rthe,Design, Fabricationi and' on.
H. No footing and slab-on�grade c nc 1350 psi).
Again, we thank you for your order wh'ich we accept under exterior walls without foil-�backed Insulati
Fir -Larch, except as shown otherwise on the '.Ere(, 'of structural Steel for�Buildlngs". Welding in ide fac of studs
a t Polyethylene applied across the s e
these, co nd itions, and we rem in availabl,; to a-1sist yo i In placed on muddy or frozeni yround. Sub -grade for ion
ip a time Of c 5. Proper units,shall be used to provide for all windows', L. rawings, cir ded in accordancewith Standard shaii conform to AWS 01.1,
any way we can. slabs -on -grade shall be darr oncrete Gs r ad' t_,, a without foil -backed insulation.
door Ing R i es of WWPA,or Rule No. 16 of
lacement s, bond beams, lintels, pil asters,, etc,,, with a F Instalt lag screws in drilled lead holes with a
P W Q �B s to, I I o w s, D, In crawl spaces provide 4 mil polyethylene sheets
minimum of cutting. CA
c1lorneter equal to 3/4 of the shank diameter (lag
over entire grouhd. area an -d up the exterior
a. Framing -No, 2 and better
CONCRETE screws shall, not be hammered in), Wax or soap the
6, All masonry units,shall be, clean and sound when foundation walls tothe rnud sills. Wall. insulation to
b. Stud, No.., 2. and better (Light Framingi)
L SPEGIFI'CA1, iONS layed up, Hollow concrete units shall be dry when lag. screws, Provide washers under heads be -raring be applied over the polyethylene vapor barrier.
1 Concrete construction shall conf,)rm to "Specifications c. Joists and Planks No 1 and better on Wood, Holes shall be properly aligned.
layed up. Stone and brick un;s shall be saturated I Provide 6" minimum laps between two sections of
GENERAL for Structural Concrete for Buil(dings" (ACI 301), d,. Beams, and Stringers -Dense No, 1 and
surface dry when layed up, G. Bolt holes shall be drilled 11/161' larger than the bolt
1 The Structural Specifications and Drawings for this 1�. Concrete shall have minimum 28 -day field cured hetter diam I eter. Provide washers under all bolt heads and vapor barrier,
compressive stren -th of 2500 psi (f'c = 2500 psi). 7. Lay masonry in running bond except as designated e P, sm and 1-imbers Dense No, 1 and Items 4-5-6 optional:, choose one:
9
Work havebeen prepared� in accordance. with generolly nuts bearing on wood. Holes shall be properly
otherwize on the drawings. Provide mason bonds at better I I
13. Ali- entrained concrete (56/o ry aligned. In no case shall misalignmen't b
accepted engineering practice to meet the minimum :t I % air) shall be used e allowed 4. Blown insulation:
ents -the Utlitc)), for all, concrete e�(posed, in the finished work, when all corn& -s and intersections. 2) All 2" lumber shall bo seasoned to 19% which prevents proper bearing or alignment of
reqy1rem of the latest edition of M
Building . Code, freezing temperatures migh-i, apply, 8. Grout all cells� containing reinforcement, bolts, or Maximum moislure content, members.. Oversized holes shall not -be allowed, R-24 . .................. ........ _81,14" ti,ick
t.R_1 9 ...... 4 t.61/211 thick
's shall be A307 bolts, Nuts shall be tightened
0 Admixtures pontaining cfiloride�,(-�alts shall not be indicated.as. groutedo'n tne drawings od, paper, or 3) All wood in contact with concrete, masonry or
Bolt
Drawings T I I R-13 .... .1,.1.41/2,"1hick
2, The Specifications and Indicate tl�4'inis�hed IWO soil shall be pressure treated per UB.0 Standard snug.
used. cardboard shall not be used as grout dams..
structure. The Contractor shall be responsi,' for 25-12, R-9 I . ......... ....................
3, installation:
construction methods, procedures, and co 2, Ci,ic-rete shall be of "Ready -Mixed Concrete" and shall'
nditions 9. Masonry shall be layed up and grouted in lifts,not B. Glued -laminated members shall'be Douglas 5. Batt insulation: Fiberglas oi- rockwool batts rnay be
(including safety') exceptias speclficaflv indli,.,ated conform to ASTM C94. Fir -Larch or'equal, confo "ni with AITC 203-70 A. All studwalls shown on the structural drawings shall used in combinations to obtain higher "R 1� ra , t ings.
exceeding 4'-0". Vertical. grout pours shall be stopped
otherwise in the dontract'docum mts, A, At time of placement, concrete shall have a slump 11/2" below the top of the top most unit. Each bond r' have'2 x 4 studs spaced'at 161, o/c, except where
and CS -.253-63 fabricated witgh wet -use adhesive. 0' R-22 ........... ............ 61/2", thick
of, 4" maximum (per ASTM C-1 �43),� beam shall be grouted with the lift below. ,::-hown : therwise.
3, Construction loads shall not overload the, strulcture nor R-1 9 ...............
1) Grade Combination "20F" unless otherwise .6" thick
B. Top plates shall be doubled on all stud, walls.
shall they be it) excess of the design loaciings), B. All concrete shall be thorO.Ughly consolidated during 10, All beams and, lintels shall be grouted such that specified on the d'rawings, R-11 thick
r",flacement using a rnecharifoil vibiator. horizontal grout travel is limited to two feet, 0. All plywood shall be DFPA grade marked to comply C� Cripples under headers shall be continuous to 1411e: (9-7 ... ........ ...... .21A4" ihick
4,, The Buildpr shall verify all materials, dir"iensions, and 10
sole plate., R-5 .................... I ...... ....... l'A" thick
cond�tfions shown,on the struCtUral drawingv,� or noted in 3. Concrete when placed shall have a temperature 11. All grout shall be thoroughly, consolidated, and with PS 1-66 and.shall be Standard C' -D, Flat.
D 'Block all stuawalls as requiredforsheathing,
the structural specif fcations. Any variances wit'hin the between So degrees F. and 70 degrees F The D. Light timber decking shall be constructod with:21' 6. Polyurethane Insulation rigid type
reconsolidated, using a mechanical mcalsonry vibrator.
-iture of concrot ion tongueand groove , lanks grade stamwed WCLB or E. Blocking 2" wide,of equal depth of the members
.01 - AI St
structural dr vingsand, specifications', C't W tompolr� e during mixing or transportatil p
Mr m yrofoam
S lili ported s e uporgr a shall be provided lietween all joistsand rafters at Urethane (Polystyrene)
ountered at the job site, I than
hall never be lower that 140 degre F. nor hl er' 12, Ma onryshall not belay d outed,whemhe
conditions enb' s, gh WWPA, He Fir corn erchl decking.� Decking shall
W) -Ii�, ambient to perature is below 40 degrees F or above their supports, unless mombors are nailed to rim
tothe owner it) riting''beforoc ricorne.nt of any grees �F. be laid it) a Type V Pattern (randomly spaced, and
ommp
w - -1 r, 1 1 thick R - 8,3 3
work effected by such variance., A. During cold weather (ambient ten,,,perature below 90 degrees � Masonry shall be protectedJrom Matched end joints with each plank bearing on at Joist. f R�'l 2
freezing,ternperatLire for at least fourteen, days'after 11/2thick R- 7.5
1ng. walls
40.degrees F.) the Builder jhall ma,intalt) the least one, support). F. beams, girders, and joists supporting bea. -
5, The Contractor, shall rigildly adhere "to 0 laying. Wh d 90 1 1 C, 2" thick R-16.66 R-1 0.0
en ambient temperatures excee Oro c
concrete at mni emperature of 50 degree ther concentrated loads, shall rot be i Of hed.
and ordinances which apply to this,work. Hoshall notify degrees F,.unito, (hat have previously been layed u.p Z. Connections: 3".' thick R-25io �R. 1 5_0
F, �f or 3 days and, above 32 �degrees F for 14 d Jol* 'ts t as'abo e, may be notched no. deeper
I ays is , excep v B, Fire Hazards,
and receive clarification from the owne�r in w!-4ing of any following''Its placement, hallbe' given a Very fine, light fog spray of water, A. Nailing shall be with common nails as follows, � I
than 1/4 the depth', atthe top edge only, provided
When plastic foams are used in any, interior
variations between'the contract documents -rilperature ab . ove 80 every four,hours until 48 hours hav elps d since except where shown otherwise,,
i E such notch is located within 1/8 to 1/4 of the span
governing regulations. DUring.hot. weather(ambient te laying up,, itio r -1 Od face na applications a fire barrierrilust be applied ov.er'the
1) Joist laps over part' ns .... 4 ]1 from the face of the support, Sawouts for notches
degrees'R) the Builder shall follow tli.e . I I I "Unprotected foam surface.�Coverings used for
Q. All manufactured materials, components fasteners, 21 Joist to supporting member or shall: not overrun the depth of the notch. Holes in
recommendation81or hot weather concreting as 'MILD STEEL REINFORCEMENT FOR CONCRETE AND I I
shall not be larger, in protection should be chosen for theirfire protection
assernblIe8,,etb,, shall be handled arid in_�ztalled in plate .......... .4,8d too nail joists, beams, and igirde
described in AC 1306 as required to minimize MASONRY of the foam,
temperature and,shrinkage cracking of the -8d t a
accordance with the manufacturer's lnsto,,,ctions�and 3) Beams and headers to studs 6 oe n 11 diameter than 1/10 the depth of the member and
provision8of applicable ICBO Research concrete. 1, Mild steel reinforcement for concrete and masonry' shall be located within the center half of. the span, All 7, Framing Members:
4) Rafter to supporting, member or
holes shall be centered within the depth Of the
Recommendations, construction shall be manufactured, doti�ilod,
It may become necessary to increase depth of framing
plate ................... .4-8d toe nail
4, Concrete e S,
d and d po itedin fabricated:, and placed in, accordance with the member; Holes and notches in studs shall be nlem.bers to accommodate thicker insulationmaterials
all b "Iding on 5)1 Bridging to joist,(each end) .2�8cl toe nail
7, No variance by a Building Official shc o loit accordance. with the recommendations of ACI 614�
Building Code Requirements for Reinforced IOCFA,ted within 1/3 of the height from either the top,,or than that shown on the plans,
the designers, 6) stud f0 plate ....... 4,8d toenail bottom but no 'loser th I e
5. Membrane curin,g, comp A. Roof insulation with vaulted ceilings
ound shall be provided on all Concrete" (AC1318) and the. 0 an 8"Jrom P ates,., Hol s and
41 notches in studs shalt not exceed 1 " in diameter or
8,. 'The Contractor shall inve.stig, ate the site cluring clearing ho rIZ ontal t�lab surfaces, The outing compound shall Manual of Standard Practice for Det�lllng 7) Pilateto, rim joist or blocking R-19 & H-22 requires a 9 x 8 member
and earthwork operations for filled excavations or m ed in HeInforced Concrete Structures" (A.J1315) below .1 6d @ 1 6"face r) ail depth. Studs in exterior walls shall not,benotched. R-126, combination of R-19 and'R-7 requi es a 9 x 10
confor to,ASTM C809, and shall be applie, I p r
buried StrUbtures such as cess pools, clste.rns, accordance with the manufaoturer's printed 168truction, 8) Blocking to joisis (each end) .'.3-8d toe nail G Jol'ts, rafters, and decking,,shall not be cut and
i I . and shall be deformed: steel bars conforming to ASTM I I I's member
foundations, etc. If any such items Pre found, tile owner Thecompound shall be applied im m-ediatbiy after final 0) Blocking to platebolow I,. I i8d @ 4j,' too nail headed or displaced.to provide for openings in roofs R-,30, combina
A615,, Grade 40, tionof H-19 and R"11,rsquiresa 2x
shall be notified imm I ediat I ely. TM -n Joist to. joists .2-1 6d,face nail orfloors except as.detalled on the drawings.
A. Ties, stirrups, and hoops shall conform to AS 10) 12: member
a m
1 1')� iop Plate to stud ..... 0 .2-16d face in H. lns�t. 11 all horizontal me ` bers with the prown,up.
91 Backfill shall notbe placed against basement retaining 6,4 Ex "whe're d..tftailed on the structural drawings A615; Grade 40, ail
cep B, Walls, H'I 1 will fit into a 2 x 4.stud wallwhile H 15
Walls until: 1-2) :Doubled top plate (continuous along I. All members In bearing shall be accuratelY cut and requires a 2 x 6 stud wall,
reinforcement shalinot be displaced orcut to pro e B Reinforcement, shall not be bent In the'flelduhloS8
aligned, so that full bearing is provided without the'
A. C oncreto or masonry grout has reached its clearance,for ponetrations,'in8erts, or embedments". all of the following provisions are met: length) ,�6d 9 116"face�nalt
U80
specified 28 -day strength, h moVal of 18) Doubled'top plate (at of shims. 1,9'76
and smaller,
7� The,deAigh, f,ab icationj stallation, and ro 1) Thebarsaro of size #6 otchod for full bearing at all": 75
: 1 J. All rafters shall be n
B�.: And, the structural f toorf ram 1 ng,(Inoluding plywood, 00 , I TM A615,1 Grade 4.0 bars are provided., intersections 2"16d face nail
ncrote fo,rmwork is solely'the rosponsibilitlyof the 2) AS
18 complete suo.borts.
subflo required to stabilize the walls 1 Builder,
or
and full)nalled and anchorecd',
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