HomeMy WebLinkAbout0185.98.10GIIVII�L NOTFS AND SPECIFTCATIONS�
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DO NOT SCAIE DRAWINGS
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AJ Exterior dinensions are ro (ace of foundorio�.
BJ Interior dimensions are to face o( sruds.
GJ Typical inierior walls, 3 I/2'
(See Sec. 6 Framin9 Lumberl
D) Typical exterior frmne walis, 4' or 6"
(See Sec. 6 Fromin9 Lumberl
EI Typical exterior masorvt� veneer wall, 8" or 10'
(See Sec. 6 Framing Lumber)
STRUCTURAL DE4GN LOAI�
Frst Floor 40 PSF
Second Floor 40 PSF
S�QifS 4� �'JF
Ext. Balconies/Decks 60 PSF
Garoges 5O �'' F
Attic lNo Storoge) 10 PSF
Attic /Lcnited StorageJ 20 PSF
ROOF VFIHTIIA'IION�
The net free roo( ventilatinc� area shall not be Iess thcn
I to i50 of ihe area o( rhe space ventiloted except rhot
the orea may be I to 300, provided that at leasr 5051i of rhe
required ventilating area is provided by venrs locared v� rhe
upper ponion o( the spoce.
CORNFR BRACING=
All ex�erio� corners shall be braced:
Ait pl : Ler-in dbgor�l braciruj
Alt a2 : 4' wide O.SB. shearhing
Alt p3 : 4' wide srructural sheathin9
or opproved equal.
sam�T w�.x-0Lrr
Ar basement walk-out condirions if frame wall is 4'-O' to 8'-O'
in heighi, rhen wall musi be 2x6's � 16' o.c. or 2x4's � 12' o.c.
At full hei9ht walk-out, walls ro be 2x6's ot 16' oL..
SOIL SFARING CAPACTTY°
All footings ond slobs to be placed on undisturbed dnj
bearing soil or engineered fili regardless of elevations shown
on drawv�gs. Bottom o( all fooings 30' m�. below surroundng
finish 9rode and to 3pC0 psf min. soil beoring capacity. Soil
under all oreas o( construcrion to receive ireafinent.
CONCREIE-
A.J All Foundation Walle and Footings:
to be 3,000 PSI min. 28 day compressive strength
cast-in-place concrere and protecfed durinc� cur�ng
from the actfcns of water and/or freezincj.
B� All Interior and Exterior Slabe:
to be oir entrained 3,500 P51 mv� 28 day comp. strenyth
concrete. Exrerior slabs, walks and steps to be broom
(inished. Inrerior slcbs to be machv�e or trowel (v�ished.
CJ Garege Slabe:
Reinforcemenr M4's � 24' ot. each way
Support Gonc. pilasters (see dwgsJ
Slope 3' over ent�e sicb
Deprh 4'
Grovel 6' of pea gravel
Wearher Lip Only if site req'd lsunken drivewoy
or i( noted on dwgsJ
D.J Basanent Sleb:
Rev�forcement None
Gontrol Joint V I" deep tooled lsee dwgs)
Vapor Barr�er I( req'd by code
Sump Pump Only i( site req'd
Depfh 4"
Grovel 8" o( 3/8' washed pea c�ravel
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EJ Founddt(on Footinga:
Size
Reinforcement
Key
Drain Tile
F.) Gawi Space:
Govered mcrerial
Access
Gravei
Cs.) Foundacton Wails:
Size
Reinforcement
� 1'btor f2oom Door
@ Divided I'1otor
Room Doors
Pilasters
Windows
Waterproof ing
8"x20" min.
None
V Groove
4"d schedule 35 perforated covered
with 24" surround i" washed. Also:
(4J PVG sleeves through footings
lsee dwgsl
Gravel w/4 mii vapor barrier
Lower top of foundation 3'-O", typ.
(see dwgsJ
12" of 3/8" woshed pea gravei
8" x 8'-O" Pour height
(2) �5's Gont. top and bottom
(None req'd. 4'-O" hi9h walis or less)
Notched foundation standard
(see dwgsJ
Pour slab through, ladjusr in
wood frmninc�
None, (unless noted on dwgsl
Al�uninum sliders, typ. w/ welis as
site req'd. Wells are draine�.
Nouse Guard 2001- 2 coats brush or spray
applied waterproofing or equal.
9. FRAbQNG LUMBER� lNote: See Dim. Notes Abovel
A.J All Lumbc end Plywood:
to be identi(ied by manufocturer's grade stamp. Joists, ra(ters,
lintels and studs to be S. Pine, kiln dried, construction grade �2 or
berter wirh Fb - 1,380 PSI, E= I,100,000 PSI and Fv = 95 PSI, or
better. Unreinforced notches in exterior/bearing walls are not to
exceed 25A5 0( studs and width and holes are not to exceed 40AS.
Notches in joists/ra(ters are not to exceed 15SK of inember de�th
and not to be located 'n middle I/3 of its span. Noles in joists/
ra(ters are not to be bored to exceed 30% of the member �'epth
and not to be located within 2' of its top or botfom, nor 2" oF its
bearin9. Noles or notches are not permitted in beams or lintels.
Provide solid blocking to (dn. under all point loads as req'd.
�"lultiple unir beams of 3 or more members to be bolted together w/
I/2" diamefer through bolts w/ washers � 16" o.c. staggered top and
bottom w/ 2 bolts at ea. end.
All framin9 lumber exposed to the exterior, including sili plotes and
sleeper joists etc., placed within 8" o( finished grade or in conract
with concrete, l i.e. slabs, foundations, etcJ is to be American Wood
Products tlssociarion, (AWPtv, Gopper Ghloride Arsenate, fGGAJ,
pressure preservative treated, IP.T), p2 grade yellow pine or better.
BJ Floor Joists and Rdflers:
Sizes/Spacing ,45 noted on dwgs.
Grades 2x8's pl TJI-Engineered. Applicont to submit
�" 1: Y �� A\ 9� '�' m
Band Boards
Floor Sheathing
Sill Plare
C.) Freme UJells:
Sizes/Spacing
Exterior Walls
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2x10's K2 design daia li.e., fabricator, type and
2x12's tt2 m(r. sealed dwgs, etcJ to Framing Inspector
before inspection.
Blockin9 per manufacturer.
5/8" O.SB. tongue d 9roove, glue � nail
per APA specifications, unless otherwise noted.
P.T. 2x4 cont. w/ galv. metal straps
!"Simpson" I IAB 15) � 36" o.c., 12" (rom corrers, mox.
shall extend to min. of IS" into masonry or l" into conc.
lSee dim. note�
2x4'S @ I6" OL.
2x6's � for walls over 10'-O" panel ht.
Interior Walls Bearo�g - 2x4's � 16" o.c.
Non-bearin9 - 2x4'S � 24" o.c.
Underlayment Single Layer 15 ib. felt
Valley Flashing Glavanized metal
Bearing/Non-bearing Roof Vent 8x8 box venf, painted flat black
wall intersections "T" wall, l3l horiz. 2x4's lsee dw9s) B� Meaorry:
Grade S.Pine, kiln dried, constuction c�r-ade �2 or better Brick 4" Veneer w/weep holes A 33"
Ext. Wall Sheothin9 I/2" R Board, 3.5R o.c., max. in base course head
Gorner Bracing I/2" Structural Sheathing, 12R or other alternates Joints w/ I" oir space.
Floor/Woli Lap None. Selections 8y Production t"lana9er
Linteis, (frmne openin9sl Joints Tooled co�cave
ro 3'-6" wide (2l 2x6's or engineered equivalent Gutters 4" oluminum (.032 qaugel, anodized or
3'-l" to 5'-O" (2I 2x8's or engineered equivalent pointed and ogee s-haped.
5'-i" to l'-O" (2) 2x10's w/ I/2" plywood spacer or engr. equivalent Downspouts 4" to match �utrers,
l'-I" to 10'-O" l21 2x12's w/ I/2" plywood spacer or en9r. equivalent rectanqular s"hcped and sized
16'-O" lGara9e Door) to ccrFy watershed
3 I/2"xl5 I/2" gluelam or enc�r. equivalent f
DJ Roof Framing:
Trusses Pre-en9ineered manufactures wood trusses
� 24" o.c. Applicant to submit truss
design data, li.e, fabricator, type and
manufacturer's sealed dw9s. etcl for Huilding
Inspector For framin9 inspection. Design specifications
for metal plate connected wood trusses, TPI-l8.
Quality control manual, QGf1-ll. Bracing manual,
BWT-l6. Nandiing and erecting, NET-80.
Design Loads:
top cord 25 psf live load
10 psf dead load
bottom cord 10 psf dead load
roral 45 psf
Erection and handling per manufacturers'
written instructions.
Rafters 2x12's @ 24" o.c., typ. lsee dwgsJ
Roo( Pitch
Front/Back per plan
Front Gables per plan
Overhangs
FrontBack 12" std., (8" w/ brickJ or per plon
Sides i" or per plan
Roof Sheathing l/16" OS.B. w/ metal clips
10. S'I"EEIIr
AJ Framfr�y Members:
Steel Beams shall be supported at each end w/ a min. br9.
length of 3 I/2" ond full flmge width. Provide solid brg.
(rom beam support to foundation. Lateral supporl is
considered adequate providing the joists are toe naiied
to the sole plate, ond sole plate is nailed or bolted to
The bemn flan9e � 48" oL.
Beam Sizes lSee dwgsJ
Beam Finish Unprimed
Golumn Sizes 3"0 adjustable ASTM A501
Golumn Anchoring Steel column set directly on conc.
(ooting w/ slab poured around.
Steel Flitch Plates Sizes os nored on dwgs. boited
ro9ether w 3/8" diamerer bolts �
12" o.c. staggered top and bottom
and wibolts top and bottom at each
end.
Ba Lintels, primed - wipainted (maeonry openir�a}
2'-6" to 6'-6" L 3" x 3 I/2" x I/4'
l'-O" to 10'-O" L 5" x 3 I/2" x 5/16"
�i'-O" to Il'-6' L 6' x 4' x 3/8"
Ca Misceilaneoua Metdle:
Exhaust Vents For laundry ond bath to be non-combusrble
steet metal to exterior
Anchor Straps "SII"IPSON" t1A8 15 � 36" o.c. mox and
12" max. from corners or ends of siil plates shall
extend to min. of 15" into masonry or l" into conc.
1L E}CTF�tIOR FINISHLS�
AJ RooPing:
�ingles 20 7ears Glass "A" Fberglass
Gonduc ors spaced as required
for volume complere with
manufacturer's eibows, funnels
and band brockets.
Lintels 8" soldier courses I/2" projected
typ. (see dwgsJ
Steel Angles lSee steel lintels abovel
Steel Ties 22 Gauge galvanized 9 16" o.c.
vert. and horiz. maximum
Base Flashin9 Gont. plastic
G.) PreCast Concrete (Stone}
Stone 2" Precast conc. sim. stone veneer
Selections By Production I"lanager
Type per selection
D� Wood Trim, Etc.:
Gutter/Eave Assembly (See dwgs)
Gutter Board Ix6
So(fit 3/8" primed plywood w/screened
venTS � 48' ot.
Fly Rafter Sof(it 3/8" Primed pl�wood
Fr ieze
Front lSee dwgsJ
Rear Ix8
Rake (See dw9sJ
Sub Rake
Front Ix6
S'ides/Reor None
Gomer Boards
Front Ix6
Sides � Fron� Ix4
Band Boards Ixi2
Brick Lap Ix6
Door/Window Trim lSee dwgsJ
Window Neads Ix8
Window Jambs Ix4
Window Sills Ix6
Enrry Door Jambs Ix Fluted or "F-�;pon" lSee dwgs)
Bcy Windows Ix6, 8 or 10 w/masonite lSee
dwgs)
t'totor Room Door Necds Ix8 w/ brick mould lsee dwgsJ
I"Ioror Room Door Jambs Ix6
Porch Golumns 4x4 w/ Ix wrap fsee dwgsl
Porch Railings Std. Per plan.
Porch Geilin9 Plasonite w/lattice srrips
Gable End Louvers None
Shurters 5" pre-(inished style per plcn
NoTe: 6' hi�h shutters
to be 2 prnels in heic�hf.
Special Items "Fypon" detaiis, etc., lSee dwosJ
Wall f'bunted Light Base
Alum. box suppiied by elec.
contractor
(see plan for spocing requirementsl Selecrions I � COPYRICHT ti97 ZARt11G HOMES IMC.
F'RAI�iKI.IN II 'I?
12 KINGSBOROUGH
1���RI�T HOME
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Casler',
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GINERAI. NOTFS
SPEC. 1
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��� � � nsss N. Yeridien Street 14151 PEPIN PLACE a�v�naw ar�r i i -
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Carmel, Indinne 48032-4533 j�j�j�jApQj,i$, QjDj/�NA