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JOB NOI
GC
AUTOCAD
2000
DRA'w'N BY:
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FOUNDATlDN FOOTING HEIGHT FTG, BOnOM MINIMUM
LOAD T4 \,./IDTH REINFORCEMENT 1
CONDIT ION VI
0
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STEM VIALL FOUNDATIONS in
.-
t STORY 8' 16' 2 It 5
2 STORY 10' 20' 3 It 5
MONOLITHIC SLAB ON GRADE EXTERIOR FOUND
t STORY 16' 12' 2 It 5
2 STORY 16' 16' 3 It 5
MONOLITHIC SLAB ON GRADE INTERIOR FOUND
t STORY 16' 12' 2 It 5
2 STORY 16' 16' 3 It 5
MINIMUM ALLOWABLE DIMENSIONS FOR FOOTINGS
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MONOLlTt-lIC FERIMETER
FOOTER
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FOUNDATION PLAN
SCALE 1/4"=1'-0"
>I< CONTRACTOR TO VERIFY ALL DIMENSIONS AND MA TERIAL SELECTIONS PRIOR TO CONST.
ole THE SAFE ALLOWABLE SOIL BEARING CAPACITY FOR PURPOSE OF DESIGN IS ASSUMED TO BE 2000 P.S,F,
(STEMWALL FOUNDATION)
NOTE: A foundatIon survey shall be performed and a copy shall be on the site for the building inspectors use
Or all property markers sholl be exposed and a string stretched from marker to marker to verify required setbacks
J-s:j-2'-B" 20'-B" 5'-8" -~
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GC
AUTOCAD 1
2000
DRA\VN BY:
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STOr~AGE
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AJtEAS
SCALE 1/4"==1'-0"
Note 1: All PlumbIng; Electrical and Mechanical rough-ins must be
complete, inspected and approved before requesting the framing inspection.
FBC 105.6
Note 2: Post a permanent sign which Identifies the termite treatment provider
and need for re-inspection and treatment contract renewal shall be provided
The sIgn shall be posted near the W/H or Electrical panel.
FBC 104.2.6.
LIVING ADDITION
DETTACHED SHED
TOTAL
788
310
1098
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NEW CONC,
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WALL ATTACHMENT
DET AIL
vtfLL SECTION
FLAT CONCRETE TI\.E O,tR
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B" X B" X Ie" CONC, BlOCK
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TYPE "SO MORTAR
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NO vEGETAL MATEqlAl
ClEAN .POISC~E~ & CCMPACTE
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TRUSS ANCHOI~ &
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8" THICK CONCRETE MASONRY UNITS
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LINTEL
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WALL SECTION THROUGH WINDOW
FlA T CO"lCRE TE T1lE 0 'ER
1~ Ib FELT FAPER OVER
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TREA TED FI l
FINNISH GRADE
IW VEGETAL MA 1ERln
CLEAN POISCNED & eC'IPACTE
SOIL (CQMFAC1!D 10 95~)
PARTITION WALL
2 X 4' TOP
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MAX,
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PROV1DE HIl" X - C~
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O,C, STAGCERED FRoI.l
aOT. Pt.ATE TO
CONCRE re:
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4' T)i'C~ 13.000 PS,I,)C' NC, stJ.S *1 ,
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7 5/8"
INTERIOR WALL
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FILL THIS CAV1TY WITH
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Fill THIS CA V1TY W1TH
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MASON TO lAY BLOCK AS SHO'M~ ABOVE, EVERY COARSE MUST BE BONDED TO THE COARSE
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MALLEA
AUTDCAD
2000
DRAWN BYI
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Note: Condensate and roof downspouts shall discharge at least 1'-0" Away from building side walls
;Ie 8' 0" @ BRNG. FLAT /VAUL1ED CLG.
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SIMfSON HETA20
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METAL MOISTURE BARRiER.
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MALLEA
AUTOCAD
2000
DRAVlN BYI
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SHEET
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30 YEAR FIBERGLASS
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SHINGLES
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--'..1 FIN. FLOOR
1'.
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/ / ~// / /
// Kt7EGRESS WINDOW
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CEMENTITIOUS FINISH
CEMENTITIOUS FINISH
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19-314
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2G-314
27.1/4
53-3~
53-718 I
37- 1/4
37-3/4
2G-1f2 37 53-1/8 I
~~~
EECODe 1/232 EmCOOE 22 EEECOOE 32
rn CODe 13 rn COOE 112 33 gCOOE 23 e COOE 33
rn coDe 14 rnCOOE 1/234 gCOOE 24 gCOOE 34
rn COOE 15 rnCOOE I~ 35 !llJCOO! 15 tl1JCOOE 35
rn COVf IG illCOOE 1~3G ~COOE1G lCOOE3G
EGRESS WINDOWS
SINGLE HUNG WINDOW MAXIMUM Of 44' HGT F.f, lEVEl.
MINIMUM Of 24' HGT 0ffN1NG
MINIMUM Of l4' HGT OfENING
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WINDOWS R.EQUIREMENTS (120 M.P.H,)
· ALL WINDOW OPENINGS MUST REQUIRE
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. GLASS
(5) EXTER.IOR IIHURR/CANE SHUTTERS"
MANUAL OR MECHANICAL
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INT. HEADER SCHEDULE
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a' - 0" ELEV.
FIN. FLOOR
2 - 2" x 6 'I
2 - 2" x 8"
2 - 2" x 1 0 l'
UP TO 3' - 4"
3' - 5" TO 5' - 4"
5' - 5" TO 8' - 6"
8' - 7" TO 12' - 6"
SHED
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AUTOCAD
2000
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ELECTRICAL SCHEDULE
S'l\lBCl DESCRIPTION SYMBQ DESCRIPTION
-- -- INDiCA ITS S'MTai LEG ClRCUITlNG CEILING IAOUNTED INCANO[$(tNT LIGHT
-- DUPlEX RECtPTA(U
~ 0 o IAR RE(1SSEO \.100NITD INCANOESctNT UGHT I MOISNRE RESISTANT
. DUPlEX RECtPTMU MCAJNITD ABOVE COUNITR @ 42' AJ,F,
d) sWI TCHED DUPLEX REGtPTACLE ~ SURf ACE MOUN TED INCANDf.Scr:NT UGHT
, 22W RECEPTAClE -<$>- CEIUNG HUNG INCANOESctNT UGH T (PENOAN 1)
. 22W RUtPTActE IAOUNTED ABOVE COUNITR @ 42' AH, C>> RECE.SSfD DIRECTIONAL INCANDESCENT UGH
~GF1 GRWND fAULT INTERRUPT RECEPTACLE
~'M' WEA n1ER PROOf OUPlD: RECEPTACLE I FlORESroI T
@ SPECIAL PURPOSE WTlET KIiCHEN CABINET FLORESCENT
19E flOOR ClJ1lET wi JJNCTION BOX ~ 24' (4) BULB WALL MOONTED LIGHT STRIP
~ CEILING OULET POOOOQ 36' (6) BULB WALL MOUN lED LIGHT STRIP
~ WEAnlfR PROOf SemT OUTlET 1} SECURITY fLOOD UGHT (MOTION SENS,)
... WALL TtLEPHONE () EXHAUST fAN
- EXHAUST fAN WI LIGHT
[!) flOOR OU TiEl fOR KIIPHONE
lB IDEVlSION JACK 00 JJNCTION BOX
0 DISCONNECT r:!::, IN1tRCOlA
$ SINGlE PQE S'MTai ~ SECURITY TOUCHPAD
$3 3-WAY S'MTCH Pull-Cnoin fixture
PO
$. ~-WAY S'MTCH @ SMOKE DEITCTOR
$0 DM\.\ER S'MiCH CD TtJER!AOS I A T
l:BIYEJ DOOR CHIME @ CARBON Ma.JOXIDE SENSOR
INT Intercom System ~ Electric Meter
-<>PB PUSH BU nON f OR DOORBELL ~
1200 A.1 Electric Panel
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~ SPfAKER PRE-WIRE rJ) FAN PRE -WIRE
* (5) BlADE, (3) SlED REVERSIBLE fAN wi UGHT ~ Cos fAeter
* (5) BlADE, (3) SPEED REVERSIBlE fAN @ Cos Outlet
SHED
ELECTRICAL
.--i (\J (Y) '<;t
SCALE 1/4"= 1'-0'
· VERIFY ALL LOCATIONS WI OWNER
PRIOR TO INSTALLATION
· ALL SWITCI-1ES TO BE INSTALLED @ A.f.F.
Note: arc-fault CirCUit Interrupters In all dwelling unit bedrooms per NEC article 2 10- I 2
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ADDITION
ELECTRICAL
PLAN
z
CD
--
A.F,F.
-en
.
;;...
:=
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It:) ~~
...., S
... 27
... ::J ~
:f~
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SCALE 1/4"= 1'-0"
· VERIFY ALL LOCATIONS W/ OWNER
PRIOR TO INSTALlATION
· ALL SWITCI-1E5 TO BE INSTALLED @
...
0=
~
c_ ~
, :;)
"'i~
,.. r: ~
"1
__:;;>5
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Note: arc-fault CirCUit Interrupters In all dwellll1g unit bedrooms per NEC article 2 10- I 2
JOB NOI
MALLEA
AUTOCAD
2000
DRAVlN BY'
G,O,
SHEET
5
CA'JU< BEn';EU'JJ
'w'ODD BUCK ex
HASO'-lI<Y OPENING
BY O1\-iERS
BUCK __ -1/4' MAX, SHII~ SPACE
\v'IDTH
SFi~I~ S 1000
I~JST ALI_A TIDN
SII\JGLF HUi\JG
Dl T AII_S IN
~1-1 1/4' MH~,
I EMBEDMENT
CAULK BETwEEN WINDOw~
FLANGE ex wOOD BUCK \
CONCRETE 01< ~
HASONI<Y OPENING
BY OTHERS
( \
~kP'
ir~g.io:,~]--ll: 0
OTHERS '"
PERIMETER CAULK
BY OTHERS
~
FLANGE TYPE
wI~WO\'; FRAI':E
JAHB
FLANGE TYPE
\';!NDo',; FR.Y AHE
HEADER
GLAZING CTYP
SEE ~,OTES)
PERI',!ETER CAULK
BY OTHERS
\v'INDO\v'
\v'IDTH
SFCTirJ~~
8-8
BUCK
HEIGHT
EXTERIOR
"'INDO,",
HEIGHT
-- \./INDO\./ -l
A~H,
.A C
D
I /
//'
/ / l
!/ / /
/.. ../1/'
/ / /
/ I /
/ /
I
FLM,GE TYPE
\JINDCw FI<AI"E
SILL
/ ')
W
u
I SILL STOOL
BY OTHERS
\f'-<:C ~
L1
\./INDO\./
HGT, F
/
/
/11
/ / / /
/ /1/
/ /i I
/ II /
! / / !
T /~J
.
;;,
Q
6
CAU'_' B~"" \ '" 'w $I' L
\.;INDO'o' FLANGE BY - OTH"'RS -
ex PRE CAST SILI_ -
I'
II
F\j A TI 0 I~
FRO~j1 EXTERIOR
H
PERIMETER CAULK
BY OTHERS
VIE
FI~)
-'-"
SECTION A-A
(.')
o
U
(f)
INSTALLATION AN~HOR
3/15' D:A CONSRETE
SCREw 4'>lCHoR
CAULK BEn';EEN,\
\.;000 BUCK e,.
MASo'JRY OPENING
BY OTHERS
INSTALLATION ANCHOR
CONCRETE OR I~ 118 SCRE''; (TiP 'w'HERE
I~ASOI,RY OPENING TAPCO~IS ARE ~mT REQD)
BY OTHERS 1f01'E BY'. DO::!
t '\ BUCK BY OTf-<ERS
1 1/4' MIN, L1 {:, rSH[M AS REQ D
EMBEDMENT ^ (SEE NCJTES)
L / r-~ l~ I r 'T I 1/4' MAX, ~ ;i~;E'0.?E~;_ASS ~
L========: -.I-L SHIM SPACEt ~ r.,
EXTERNAI_ j ~ ~ ,
~~lJiHERS
PERIHETER CAULK
BY OTHE9S
--
DOOR
\v'IDTH
S~H~ AS REQ':)
(SEE !-IOTES)
SGn r-RA\~E
JAt.A3
~
L.
,
B
,
B
COMPARATIVE
WINDOW
SIZE (INCHES)
"'10TH/HEIGHT
,~ 1/8 X 26
19 I/S X '6 '/B
I~ 1/8 X 50 5/B
I~ I/B X 63
I ~ I/B . 76
281/2X28
281/2 . '6 '/8
281/2 . 50 5/8
26 '/2 X 63
26 '/2 X 7B
'0 1/2 X 26
JO 1/2 . ,S J/8
JO 1/2 . 505/8
J01/2.53
JO '/2 X 78
37 X 26
37 X J8 J/8
J7 . 505/8
'7 X 57 J/~
J7 X 63
J7 . 76
531/8 '26
53 '/8 X,6 J/8
53 1/8< 50 5/B
53 '/8< 57 J/~
53l/ex 8J
53 V6 X 78
FL
1'/1
N G r 'vJ I N D 0 \J
snNRY
NEG
-209
-209
-164
-132
-11'
-200
-151
-115
-91
_7<;
-167
-130
-98
-81
-67
-131
-99
-80
-72
-67
-58
-86
-62
-51
-47
-44
-40
ANALYSIS ~ TAPCON ANCHOR LOCATION CHART
DESIGN PRESSURE TAPCON ANCHOR
CAPACITY IN psr LOCA TIDNS
1- S r R I ~ S 5 00 0 S LID I i\j G
i INST AI_LA TIDi\J
I
HEAD
A,C
A,C
A,C
A,C
AC
A,C
A,C
A,e
A,C
Ae
A,e
A,e
A,e
A,e
A,e
A,C
A,C
A,C
A,C
A,e
A,C
A,e
A,e
A,e
A,e
A,C
A,C
JAMBS
F,G,H,I
F,G,H,I
F,G,H,I
D,E,F,G,H,I
D E,F G H I
F,G,H,!
F,G,H,!
F,G,H,!
F,G,H,!
F,G,H,!
F,G,H,I
F,G,H.I
F,G,H,I
F,G,H,I
F,G,H,I
F,G,H,!
F,G,H,!
F,G,H,!
F,G,H,I
F,G,H,!
F,G,H,I
F,G,H,!
F,G,H,I
F,G,H,!
F,G,H,!
F,G,H,!
F,G,H,!
I~
V
41
INSTALLA'TIDN
ANCHOR <TYP.>
COLONIAL
1/1 IJINDO\JS
~IOTE
[) 3/:5' D:A COI~C<;'E'E SC<;'E',1 AlO-<:JR HUST BE OF SUFFICIENT LENGTH TO ACHIEVE HIlt
EI"3EDHENT OF 1 1/4' INTO HASOi'jRY OR CONCRETE
2) SEE ELEVATION FOR KEY TO RECtI: TAPCOlj LOCATIDI~S, U~STALL #8 SCRE',.;S or
su>rIC:ENT I_D,GTH TO PROVIDE 3/4' HIN Ef.!BEDHENT I!-iTo '';OOD BJCK AT AI_L OTHER
FACTC<;,Y APPLIED U,ST4LLATlmj HOLES
3) IF ::XACT w[l>lDO\J SIZE IS NOT '_lSTED 11-1 AI;SHDR CHART, USE MICHoR QUANTITY LISTED
'..;jTH ~,EXT LARGER SIZE, FOR THE APPROP<;'IATE DESIGN PRESSURE I<EQD
4) SHll} AS REO'D, AT EACH !NSTAU..ATIOI~ ANCHOR WITH LOAD BEA<;'I~jG SI~A, l}AX, ALLOWABLE
SHI~ STAC:K TO BE 1/4"",
5) NI!-iDON FRAlvlE MATERIAL: AlIJ\,1INIJM AU_OY 6063,
6) USE LATEX CAULK BEHI~JD WI~mO'N FLA,NGE AT HEAD & JAfABS SILI_ f,1UST BE
ATTACHED TO THE SI.IBSTRATEN'TH VULKDA 115 ADHESIVE CAULK OR APPRovED EQUAI_,
7) APPUCATICN OF VULK,M 116 ADHESIVE CAULK AT FRAVE SILL MUST COMPLY VVITH SEALNH
',:NjUFACn.:PER'S RECOMfAE',DATIONS,
8) :';SE LATEX CAULK ~CR PERI~/ETEq SEAL AROU~ID EXTERIOR OF WI~WCN FLANGE
9) GLASS THICK!-I::SS MAY VARY PER THE REQUIRWENTS OF ASTM E 1300 GLASS CHARTS,
- !'.<ST'-'_'_ATiOi< M~CHr:::R
1.----- #8 SCREw (TYP '..I'-'::RE
~ <j TAPCmiS ARE NOT REe) D)
lt~
--
PE~H'~[TER CAUL\(
BY OT'H[I<S
SGD FRMIE
HEAJER
E xTER lOR
DOOR
HEIGHT
XTERIOR
I'JISH BY
THERS
SECTION B- B
TEl-1PERED GLASS
(SEE NOTES)
~ r
::=; r
A
SGD rRAHE
SII_L
............ f"'---'
1 1/4' MIN,
-- EMBEDt~ENT
OI:E BY '..IoeD
BUCK 3Y OTHERS
r-- !"ISTA'_'_. AT. 101-1 MI:HOR
/ 3/16' rIA CCNCRETE
~ SCREw ANCHORS
,
# #.
\7
-....
~ II
~
.d 1
Q
-t
1 114' MIN,
EMBEDMENT
j
j
Q
6
Q
/
CO"CRETE OR ~
HASONRY OPEIJINCi
BY OTHERS
INSTALLATION A!-iCHOR
3/ IS' DIA CO',Ci<ETE
SCRE''! ANCHOR
A
B
EXTERIOR ELEVATION
2 PANEL DOOR SHOWN
SECTION A-A
!-iOTES
1) DOOR I~ATERIAL AI_UHHIUM ALLOY 6063
2) cmKRETE seRE'''; A!-ICHORS MUST BE OF SU>FICIENT LU~GTH EJ ACHIEVE I~I'I =>'BED~!ENT C'" 1 1/4' I~ITO HASO'IRY OR CONCRETE,
3) USE LATEX CAULK FOR PERIHETER SEAL AROU!-iD EXTERIOR OF DOOR
4) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR Q'~JA'JT!TY US TED '..;ITf' 'IEXT '_'-<;'GER SIZE, FOR THE
APPROPRIATE DESIGN PRESSURE REQ'D
5) ~OR POCKET DOOR SIZES USE CLOSEST BYPASS DoeR SIZ::: ex CONFICiL:RATIO'~ TO r[!elSe-ED OPU,[I,G "LACE A'JCHORS. I', HOOK
STRIP AS SHo'"N
6) GLASS THICKNESS HAY VAI<Y PER REQUIREMENTS C'" ASTM EI300 GLASS CHARTS
7) DOOR UNIT IS APPRO'y'ED USlI-IG TEHPERED GU~SS I" SI~IGLE G'_AZED OR 11\IS'JI_ATING G_"SS
8) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD FE FILLED wITH #8 SCREwS OF SJ~FICIENT LENGTH
TO PROvIDE HI~J 5/8' EHBEDHE!-iT INTO '';OOD BUCK
9) JANB / SEAL CORNERS ARE TO BE SEALED wITH A SMALL JOINT SEAH SEALER
10) SHIH AS REQD. AT EACH SET OF I'~STALLATION ANCHORS ',.11TH LOAD BEARING SHIH I"AX ALI_O',;ABL.E SH11-1 STAC< TO BE 1/4'
11) ALI_ !I,STAU_ATIO!~ AlKi-<CRS l,jUST BE ~'ADE OF COR<;,OSIOI~ RES!STANT ~'ATER!4LS
(2) IJOT ALL COI~FIGURATlO'>lS LISTED Ol~ A'>lCHOR CHAI<T AI<E SH']''';N ON THIS DRA',;I~,G. Ho..'E'/ER, ;NSTA'_'_2,TION SECTlO'J 'A-A', 'B-B' ex
HOO< ST<;'IP DETAj'_ APPLY TO INSTAU_ATION OF 4LL APPRO'/ED Cor,FIGURATIOI,S,
13) INSTALL ONE TAPCON :N EACH PAIR OF FACTORY A~PLIED INSTALLATIOi< HOLES UNLESS NOTED OTHER~ISE ON ANCHOR CH,-RT
5068 2D2T
6068 2D2T
8068 2D2T
10068 2D2T
5080 2D2T
6080 2D2T
8080 2D2T
10080 2D2T
9068 3D3T
120068 3D3T
15068 3D3T
9080 3D3T
12080 3D3T
15080 3D3T
9068 3D2T
120068 3D2T
15068 3D2T
9080 3D2T
12080 3D2T
15080 3D2T
12068 4D2T
16068 4D2T
20068 4D2T
12080 4D2T
16080 4D2T
20080 4D2T
PDS
50
50
50
45
35
50
50
47
39
:~l'i
50
47
41
35
35
50
37
35
35
35
35
45
35
35
35
35
35
NEG
-99
-79
-59
-45
-35
-66
-55
-47
-39
-,'.l'i
-56
-47
-41
-35
-35
-52
-37
-35
-35
-35
-35
-45
-35
-35
-35
-35
-35
POS
50
50
50
50
50
50
50
50
50
so
50
50
50
50
50
50
50
50
50
50
50
50
50
50
47
44
40
GI_ASS
IT APCD~jS IN
DonR
Iv1 A S D ~j R Y
HEADI SILL
3
4
5
6
3
4
5
6
6
7
8
6
7
8
5
7
9
5
7
9
9
10
12
9
10
12
CHART
MIN, QUANTITY
OF 3/16' DIA,
CONCRETE SCRE\J
I<1IN, QUANTITY
OF 3/16' DIA,
CONCRETE SCRE\v'
@ EA, JAMB
4
4
4
4
5
5
5
5
4
4
4
5
5
5
4
4
4
5
5
5
4
4
4
5
5
5
HOOK STRIP
4
4
4
4
5
5
5
5
4
4
4
5
5
5
4
4
4
5
5
5
4
4
4
5
5
5
C:O~ICRETE
____ OR MASONRY
____ OPENING
BY OTf'ERS
~
~C4U
^ ^ Hno
l..l l..l '),AS
L----- ~
INSTALLATION ANCHOR
3/16' DIA CO~,CRETE
SCRE''! ANCHOR
~ TEH?ERED
~ (TYP SEE
GLASS
~iOTES) l-:=
~
HOOK STRIP DETAIL ~~
SGD HOCK STRIP
K BETwEEN
STRIP 2.
NRY oPENI'JG
,
~ ~YTFPT~R
_"\ I _''\4...1
FIfHSH BY
OTHERS
SGD [NTERLOC'<
1 1/1, MIN,
EMBEDMENT
t
O',E BY ',;00;) J
BUCK By OTHERS
CAULK BET'.EEN \,'l',DO'o'--,
FLANGE & '''ODD BUCK \ \
I \
\ \
~
CO"iCRETE DR
11 ~ I~ASo"RY OPEI;:NG
L1 ~ ~ BY OTHERS
CAUL< BET'';EEN
\'!OCD BUCK 2.
NASo'<RY OPENING
BY OTHERS
GL~ZIr;JG (TYP
SEE ~mTES)
INST AU_A T l!JN MIC"OR
3/15' DIA Co'>lCRETE
SCREw At>lCHOR
6"
I
rl>~
/ ~ It -'III \
EX.ERlOR ~ ;==
FINISH BY
OTHERS [- ~~~~
BY OTHERS
\./H~DO\,~I FRA~lE
HE"DER
1/4' MAX'l
SHIt~ SPACE
AS REQD
NOTES)
EXTERIOR
\
L GLAZI~,G (TiP
SEE I,OTES)
'..;H,DO'o'
SIL!_
f"H~
~~ 1E1~
SIlI_ STOOL
BY OTHERS
PE~lHETE~ CA'JLk
BY OTHE<;,S
\!::l
U lJ
\~~
6
~.\
CAJ'-'~< 'VEE'i ~
w INDO'''! FLA'IGE
2. PRE CAST SILL
\
\
.,
\
\-
PRE C6.ST SILL
BY OTHERS
SFCTIO~J
A-I~
NOTE
1)3/16' I:1A CONCRETE SCRE'o' A~ICHORS I,IUST BE OF SUFFICIENT LEI>IGTH TO ACHIE\[ lAIN
E"'BEDMENT OF 1 1/4' !lno MASD!~RY DR CONCRETE
SUBSTRATE AT LOCATIONS SHOwN ON CHART
2) SEE ELEVATIO!-i FOR <EY TO REQD A'j(HI]R LOCATIONS ]I>ISTAU_ #8 SCRE".,S or SUFFICIENT
I_ENGTH TO PROVIDE 3/4' HIIJ EMBEDIlENT INTO wOOD BUCK AT ALL OTHER FACTORy
A.PPUED INSTALLATIO'~ HOLES,
3) IF' EXACT ',.;INDO\'; SIZe IS NIJT LISTED IN 2,I>ICHOR CHART, USE ANCHOR IJU4NTITY LISTED
wITH ~,EXT LARGER SIZi:, FOR THE APPROPRIATE DESIGN PRESSURE REQD
~-11/16" X l' TUBE HUI_LIDN - EXTRUSJ[Jr~
2,6870
0.1880
(2)
t
-t
--
02500
-- (2)
i
l
00930
(2)
~
1.0000
00620 -- ---
--
1.3125
--
Ixxl 0.180458
L_ Iyy,
AS REQ D_~
NOTES)
L r-"
IV!,:\\ 1\ J
-BUCK \v'IDTH--
1/4' MAX,
SHlt~ SPACE
SHIH
\
~I~
EXTERlOR ~c
'..;INDO'''! FRAI-1~
JAHB
, --
PERIHETER CAULK-
BY OTHERS
\v'INDO,", ""IDTH
SFCTIO~
A
I
I
K
G
fi
...
1 1/4' MIN,
- - EMBEDMENT
-
.--<:
~ CAULK BETwEEN 0 '.X,
/' 'w'OOD BUCK ex
/' I)AS'Y OPEI~WG
Y BY OTHERS
<j ______INSTALLATION ANCHOR
~ 3/16' DIA Cot~CRETE
SCREIJ ANCHO~
Ih ~ ONE BY wOOD
~ BUCK BY OTi-<ERS
..-\ L__ CAU'_K BEn.;EEN
'(f \JINDO'o' FLANGE
1-'-1/ ,D1 ~ & wOOD BUCK
~ ~CONCRETE
OR I)ASONRY
OPENING
BY OTHERS
B-B
EXTERIOR
F PHSH BY
OTHERS
? .......
D
C
J
fit
B
L t
H B
I F
A .-.J
OX ELEVATION
FR Jrv1 EXTERIOR
E
XO &
VIEWED
A
B
~
u
fi
E
A ____
o
C
J
o
j//
iJ
B
H t
B
F
A ----
FLFV ~ TI 0 N
VIEV/ED FR()~v1 EXTERIOR
SERIES
/ XX &
2000
Xox rLAf\JGE
HORIZONTAL ROLLER
INSTALLATION
wH~DO\J
DRA wING
COMPARATIVE ANALYSIS ~ TAP CON ANCHOR LOCATION CHART
WINDOW DESIGN PRESSURE T APCON ANCHOR
SIZE (INCHES) CAPACITY IN PSF LOCA TIONS
\v'IDTH/HElGHT EXTERIOR INTERIOR HEAD JAMBS
26 V2 x 26 30 205 A,e E,F,G,H
26 1/2 X 38 3/8 30 125 A,e E,F,G,H
26 1/2 x 50 liB 30 90 A,e E,F,G,H
26 1/2 X 63 30 71 A,e E,F,G,H
37 X 26 30 164 A,L; E,F,G,H
37 x 36 3/8 30 98 A,e E,F,G,H
37 X 50 ~/8 30 69 A,e E,F,G,H
37 X 63 30 5J A,e E F G H
53 T/8 X 26 30 111 A,e E,F,G,H
53 I/B X 38 3/8 30 74 A,e E,F,G,H
53 liB X 50 5/B 30 52 A,e E,F,G,H
53 '/B x 63 30 40 A,e F,F:r;:H
25 T,~ 30 209 A,C E,F,G,H
25 x 37 30 137 A,e E,F,G,H,I,J
25 x 49 30 99 Ale E,F,G,H,I,J,K,L
25 x 61 ~11 n A,e E F G H I J K L
37 X 25 30 172 A,e E,F,G,H
37 x 37 30 10J A,e E,F,G,H
37 x 49 ~o 75~~ A,e E,F,G,H
37 x 61 ", ):J A,e E F G H
~~ ~ ;~ 30 126 A,!; E,F,G,H
49 x 49 30 82 AA,ee E,F,G,H
30 59 , E,F,G,H
49 x 61 30 44 A,e E F G H
61 X 25 30 99 A,e E,F,G,H
61 x 37 30 69 A,e E,F,G,H
61 X 49 30 50 A,e E,F,G,H
61 x 61 30 38 A,C E,F,G H
73 X 25 30 82 A,C E,F,G,H
73 x 37 30 61 A,C E,F,G,H
7J x 49 ~g 47 A,C E,F,G,H
73 x 61 ,n 34 A C E,F,G,H
73 x 25 30 125 A,B,C E,F,G,H
73 x 37 30 81 A,B,C E,F,G,H
73 x 49 30 55 A,B,C E,F,G,H
73 x 61 ,~() 42 ABC E,F,G,H
85 X 25 30 105 A,B,e E,F,G,H
85 x 37 30 73 A,B,C E,F,G,H
85 x 49 30 50 A,B,e E,F,G,H
85 X 51 30 37 ABC E F G H
97 X 25 30 92 A,e E,F,G,H
97 x 37 30 65 A,B,e E,F,G,H
97 X 49 ~g 47 A,B,C E,F,G,H
97 x 61 ,n 34 ABC E,F,G,H
109 X 25 30 81 A,e E,~,G,H
109 X J7 30 60 A,e E,F,G,H
109 x 49 30 44 A,e E,F,G,H
109X61 ~" .37 ABC EFGH
74 X 26 30 118 A,B,e !:,~ ,G,H
74 x 38 J/8 .30 77 A,B,e E,F,G,H
74 x 50 5/8 ~~ 52 A,B,e E,F,G,H
74 X 63 ,'" 40 A,B,e E,F,G,H
HI X 26 30 77 A,B,C Sr ,\;,H
111 X 38 J/8 30 58 A,B,e E,F,G,H
111 x 50 5/8 ~~ 42 A,C E,F,G,H
1 j I X 6J", 30 A,B,e E,F,G,H
Tll5 X 26 30 81 A,B,C E,F,G,H
106 x 38 J/6 30 59 A,C E,F,G,H
106 x 50 5/8 30 42 A,B,C E,F,G,H
106 X 5J 30 31 A,B,e E,F G H
CALL
SIZES
32/2 XO & OX
33/2 XO & OX
.34/2 xo & OX
35/2 XO & OX
22 XO <Ie OX
23 XO <Ie OX
24 XO <Ie OX
25 XO & OX
32 XO & OX
33 XO & OX
34 XO <Ie OX
35 XO & OX
2121 XO & OX
2131 XO &: OX
2141 xo & OX
2151 XO &: OX
3121 XO & OX
3131 XO & OX
3141 XO & OX
3151 XO <Ie OX
4121 XO <Ie OX
4131 XO <Ie OX
4141 XO <Ie OX
4151 XO <Ie OX
5121 XO &: OX
5131 XO & OX
5141 XO &: OX
5151 XO &: OX
6121 XO de OX
6131 XO &: OX
6141 XO de OX
6151 XO &: OX
6121-P XOX
6131-P XOX
6141-P XOX
6151-P XOX
7121 -P XOX
7131-P XOX
7141-P XOX
7151-P XOX
8121-P XOX
8131-P XOX
8141-P };OX
6151-P XOX
9121 P XOX
9131-P XOX
9141-P XOX
g1S1 -P xox
D22-P XOX
D23-P XOX
D24- P XOX
D25-P XOX
T22 -c' Xox
T2.3-P XOX
T24-P XOX
T25-P XOX
-D31=P-XOX
D33-P XOX
D34-P XOX
D35-P XOX
GFNERAI NOTES:
1) SHIM AS REQ'D, AT EAC -1 I'JSTALLATIO!-i ANCHOR MAX, ALLONABLE SHIM STACK TO BE 1/4"",
2) 'NlfWON FRAME MATERI6 ALUMll~I;M ALLOY 6063,
3) USE LATEX CAULK BEHI DN1NDOlI FLANGE AT HEAD &: JAIvIBS SILL MUST 2E
ATTACHED TO THE SUB TRA~E WITH VULKEM 116 ADHESIVE CAULK OR AP"ROvED EQUAL
4) APPUCATION OF VULKiM 116 ADHESIVE CAULK AT FRAME S1LL MUST CO~APL( WITH SEALAIH
MANUFACTURER'S REOO IvIE!-iDATIONS,
5) USE LATEX CAULK FOR PER",jETER SEAL AROUND EXTERIOR OF'AINDOW ""_Ai-lGE,
6) GLASS THICKNESS MAY ARv PER THE PEQUIRElvlENTS OF ASTM E1300 G~SS CHARTS,
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JACOBSON WINDOW
TAMPA, FLORIDA
ENGI'HR, HANUEL MA~TINEZ DRN, BB
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SIZE ~ PSF NON PSF
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DOORS DOORS
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44 -44 55 -71
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33 -33 53 -53
41 -41 55 -65
35 -35 55 -56
29 -29 46 -46
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V - ~ 4,2 ALFOIL INSULATION
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2000
DRAVlN BY:
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TYPICAL INTERIOR
~J 0 ~J - B FAR I ~J G Iy\) ALL D F T A I L
MAXIMUM SlUD SPACING
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GENERAL
N 0 -rE S
ALL SUBCONTRACTORS \.'ILL BE RESPONSIBLE Of MEElINO ACTUAL BUILDING CODES
ALSO SHALL FIELD VERIfY ALL THE MEASUREMENTS
I. CODESl
U FLORIDA BUILDING CODE (2001)
1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-99)
1.5 'DESIGN SPECIFICATION rOR LIGHT METAL PLATE CONNECTED \JOOD TRUSSES'
BY THE TRUSS PlATE INSllTUTE (1pD LATEST EDIllON.
2,0 DESIGN CRITERIA
21 DW'ELLING FLOORS- 40 PSf LIVE LOAD + 15 PSF DEAD LOAD
2,2 BALCONIES - 40 PSf LIVE LOAD +15 15 PSf DEAD LOAD,
2,3 ROOF OVER LIVING AREAS - 30 PSf LIVE LOAD, 11 PSf (7 PSf TIC !. 10
PSf B/C) OCAD LOAD F DR SHINGLE ROOF SJ 25 PSf (15 PSf TIC!. 10 PSf B/C)
OCM LOAD FOR CONCRETE lILE ROOF,
2.4 W'IND 130 MPH, 3 SECll'lD GUST, EXPOSURE 'B', IMPORTANCE FACTOR 1.0
2,5 NET UPLIFT DEAD LOADS 10 PSF SHINGLE) 15 PSf llLE,
6, W'OOD
6.1 \.IOOD STRUCTURAL FRAMING MEMBERS
VALL STUDS
TOP AND BOTTOM PlATE
BOTTOM PLATE IN CONTACT VITH MASONRY
I JOIST SQUASH BLOCK I,
TRUSS BRACING AND BLOCKING
fURRING A. B,U,C. STRIP
-SPF STUD OR CONSTRUCTION GRADE
-SPf STD t BTC
-113 SYP PT
-SPf STUD OR CONSTRUCTION GRADE
-sPf STUD OR CONSTRUCTION GRADE
-~j SYP PT
(UNLESS NOTED I:1THERIJISE ABOVDII2 SOUTHERN YELLO,*, PINE VITH AN
AN ALLO\.lABLE BENDING STRESS (Fb) PER NOS - 91=1250 PSI AND A MODULES
[J' ELAST IClTY - 1.600,000 PSI
6,2 DESIGN, fABRiCATE AND ERECT \,1000 TRUSSES IN ACCORDANCE \,lITH THE
'DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED \.IOOD TRUSSES' BY
THE TRUSS PLATE INSTITUTE, LATEST EDIlION, HIB - LATEST EDITION AND tlST-
LATEST EDIlION
6,j ALL EXPOSED "'ODD OR \,IOOD IN CONTACT W'ITH EARTH OR CONCRETE TO
BE PRESSURE TREATED,
6,4 ROOF SHEA THING' (APA RATED EXPOSURE I) 112' PL Y\.IOoD DR 7/16 OSB
MINIMUM SHINGLE OR TILE,
65 UNTREATED \.'000 SHALL NOT BE IN DIRECT CONTAct I.'ITH CONCRETE OR
MASONRY, SEAT pLATES SHALL BE PROVlDE.D AT BEARING LOCATIONS \.'ITHOUT
I.'OODEN TOP PLATES
6,6 5/9' X 7' EXPANSION BOLT OR 112' X 8' A,B. BOLT M.AY BE USED
INT ERCHANGEABL Y
6,7 FOR RETRDflT STRAPS \lITH MASONRY SCRE\,IS USE (1) - 3/l6' T X 114'
LONG MASONRY SCREI.' FOR EVER (2) - 10d NAILS,
6,8 SIMPSON PA51 EMBEDDED STRAPS MAY BE REPLACED USING SIl-lPSON HT S48
ST RAPS W'ITH 20 - 12d NAILS tHRU SHEA THING 8. INTO SlVDS ABOVE A. (0) -
3 1/6' T x I 114' LONG HASONRY SCREVS,
6,9 8d NAILS ARE RECOMMENDED fOR ALL SHEATHING NAILING, IF 099 DIA
NAILS ARE USED ALL NAILING pATTERNS SHALL BE HODIRED TO THE FOLLo'.!ING
SCHEDULEI (SEE 1/S6. FOR LOCATIONS IF APPLICABLE)
W AL15
A. NAIL AT BASE J,5' 0,(, \,I/6d BOX NAIL
B. NAIL AT TOP PLATE 1.5' 0,(, 1J/6d BOX NAIL
C, NAIL OPENING PERIMETER I!! IS 0,(, \,I/6d BOX NAil
E, ST AGGER ALL YERT, JDlNT S 8. NAlL @ 2'0(, '" 16d BOX NAIL
r, NO SPUCE @ HEADER - NAIL SHEATHING TO HEADER \.I/6d BOX NAIL @ 2' 0,(,
ROOf
A. 2' o,c, BOUNDARIES,
D, 3' 0,(, EDGES
C, 6' 0,(, FIELD
<3
cl
U
vi
F OUNOAT ION NOT ES
3,501l
3,1 MINIMUM ALLOVABLE SOIL PRESSURE 2000 PSf,
nl MOoterlol sholl be conpOocted to 951, Oond tests ore r~qulred for oll fill of 24' or !'lore
Meosured fron the existing graele to the top of fill, All skudural foundations sholl be
(Qrrled to existing gro.cle,
4, CONCREH:
U CONCRETE COMPRESSIVE STRENGTH AT 29 DAyS, 2500 PSI (NORMAL \ltIGHT)
4.2 RElNF ORCING BARS' AST M MI5 (GRADE 40)
4.3 \,IELDED \.lIRE F ABRIe (\,I\.IF)' ASH4 Al85
4.4 DETAIL REINF ORCEMENT IN ACCORDANCE I.'ITH ACI 315,
4,5 CONCRETE COVERAGE Dr REINFORCEMENT' FOOlING 3' BOTTOM AND SIDES,
4,6 EARTH SUPPORTED SLABSI (INCLUDING EXTERIOR \,IAlK AND DRIVE SLABS 3
112' THICK MIN" REINf oRCED \,11TH 6 X 6 - It t4 x '" 1.4 Wf A T MID -
DEPTH OF SLAB, FIBER MESH MAY BE USED IN LIEU [J' \.I\,IF AT CONTRACTORS
OPlION
4.7 CoNCRElINO OPERATIONS SHALL COMPLY \.'ITH ACI STANDARDS,
4.9 LAP SPLICE SHALL BE AS FOLLOVS 15 BAR 25', tl4 BAR 20' 113 BAR IS'
4.9 SOIL TO BE TREATED FOR tERMITES PER FBC 2001
(SEE TERMITE PROTECTION DETAIL PAGE>
GENERAL MASONRY NoTESI
I, MASONRY UNITS' lAIJ ASTM C90
2, MORTARI lYPE M OR TYPE S IA\J SBc TABLE 1402,8 IS REQUIRED 10 BE
lYPE M OR lYPE S,
3. GROUTI 3/B' MAXIMUM AGREGATE, B' - 11' SLUMP 2500 PSI OR ASTM C476
4. CDNCREm 2500 PSI kIN, COMP STRENGHT AT 29 DAyS FOR FOOTINGS'
2500 PSI f OR SLABS ON GRADE.
S, REINFORCING STEEL, GRADE 40 MIN, AND IDENTIFIED IN ACCORDANCE \v'ITH
ASTM MIS, M16, 1>.70
TYPICAL PLUMBING DETAILS
,~~ l~ -,
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-......"
4- 1/4 X 1 5/8'
USPTA CONS
7 5/8"
l\
7 5/8"
l\
8"
V
""
f 25" MIN, LAP t
X/'/XX7~~Y/V
#5 LAP SPLICE
- ..... -=' --
:- -:- ,:- --
-::-.....-:-
. I,,"'~ ::",,~'.,;. ~~::~.~~,.,',.,
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.
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36" MIN. lAP J
I
/ /y~~ /~~E:~:::~ X/
#6 LAP SPLICE
i
~
1"7 )<J<J J )<J<J J ^ x /. Y xx/ Y7-.
~ ~l<X
itS REINFORCING BAR
R 1 7/8"
#5 STO, 90 HOOK
10"
8"
7 5/8"
l\
/ I
8"
INTERIOR
--------
O SOLID AREAS
/ ARE STEEL AND
o GROUT
WALL\, [jf /f--SAW CUT TO 10
S. - -G li}f- - DOOR OPENING -
J [j] "'- FILL THIS CAVITY WITH
WALL li1 GROUT FROM FINISHED
o FLOOR GRADE TO
o LINTEL ABOVE
- -------
1ST COARSE
- 1----- - - - - - -
D
D '
1/2"'i] r~SAW CUT TO 10 1/2"
-GHiJ-- - DOOR OPENING -
-
j] ~F1LL THIS CAVITY WITH
>---0' GROUT FROM FINISHED
FLOOR GRADE TO
[]_ L1NTE~BOV~ _
kill
D
i/
-IGf{IJ - - DOOR OPENING-
Irj]~-FILL THIS CAVITY WITH
~O l GROUT FROM FINISHED
FLOOR GRADE TO
D LINTEL ABOVE
3RD COARSE
-s.
EXTERIOR
2ND COARSE
-
SOLID AREAS
ARE STEEL AND
GROUT
FULL 8x8x16 BLOCK
MASON TO LAY BLOCK AS SHOWN ABOVE, EVERY COARSE MUST BE BONDED TO
THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS
TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN,
~1ASONRY
TERMI-rE
104,2,G
A wetlther reslsttlnt Job site posting botlrd shtlll be provided to receive dupllctlte trelltl'lent
certificlltes IlS etlch required protective tretltMent Is COMpleted, providing 11 copy for the
person the peri'llt Is Issued to Ilnd other copy for the building perMit files,
The TretltMent Certiflcllte sho.ll provide the product used, Identity of the tlpplictltor,
TiI'Ie Ilnd Dtlte of the trelltMent, site loclltlon, o.retl treated, cheMical used, percent concentration
tlnd nUl'lber of gllllons used, to eSto.blish a verlfltlbte record of protective treatMent
If the soil CheMlco.l btlrrler Method for terMite prevention Is used, flntll exterior treo.tMent shtlll
be COMpleted prior to flno.l building Ilpprovll!.
104.2,7
A perMo.nent sign which Identifies the terl'llte trelltl'lent provider Ilnd need for re-lnspeci;lon
o.nd treo.tMent contrtlci; reneto.l sho.ll be provided, The sign sho.ll be posted neo.r the
Wll ter hell ter or electlc po.nel
1403.I,G
In order i;o provide for Inspection for terMite Infestlltlon, cleo.ro.nce between exterior WillI
coverings tlnd flno.l ec.rth gro.de on the exterior of 0. building sho.ll not be tess tho.n 6' Inches
\r'lth the following exeMptlonsl
1- Po.lnt or decorative ceMentitlous finish less tho.n 5/8' Inch<l7.!MM) thick o.dhered directly
to the Masonry founcltltion side wo.ll
2- Access or vehicle rlli'lp which rise to the Interior or finIsh floor elevation for the width
of such ro.Mps only,
3- A 4-lnch (102 i'lM) Inspection spo.ce o.bove po. tio o.nd garage slo.bs entry o.reo.s,
4- If the ptltlo has been soil trellted for terMites, the finish elevo.tlon May Mo.tch the building
Interior finish for etevlltions on Masonry construction only,
5- Masonry veneers,
1503.4.4
Condensate lines tlncl roof down spouts sho.ll discharge tlt least 1 foot (305 MM) Ilway frOM
structure, side wo.lll whether by underground piping, to.ll extentlons, or splllsh blocks, gutters
with Downspouts Ilre required In Illl buildings with ellves of less tho.n 6' Inches <152 I'In)
horizontal projection except for go.ble end ro.kes or on tl roof o.bove Ilnother roof,
Irrigation/sprinkler systeM o.nd risers for sprllY heo.ds sho.ll not be Insto.lted within 1 foot
<305 MM) of the building sldeto.l!.
181G.1
TerMite protection shall be provided by registered terMltleldes or other o.pproved r'lethods
of terMite protections lo.beled to for use os 11 preventative trea tnent to new construction.
If 5011 treatment IS used for subterranean termite prevention
18IG,I.1
- If soil treatMent Is used for subternneo.n terMite prevention, the Inltllll cheMlellt soil,
treatMent Inside the foundation periMeter sho.ll be done after all excavation, backfilling c.nd
COMpaction Is COMplete,
181G,I,2
- If 501\ tre~tMent Is used for subterrllnelln terMlte prevention So~ Ilrell disturbed Ilfter InItilll (heMlc~1
5011 trelltr1ent sholl be retreo.ted with 11 cheMiclll 5011 treo.tMent, Including sptlces boxed or fDrMed,
LAYOUT
PROTEc-rION
/8IG.I,3
- Spo.ce In concrete floors boxed out or forMed for the subsecuent Insto.llation of plUMbing traps
dro.lns or o.ny other purpose sho.ll be crellted by using pto.stle or Meto.l perMnently plo.ced forMS of
sufficient depth to eliMlno.te Ilny p{o.nned soil disturbance Ilfter Initia.l CheMico.l soil treo.tl'lent,
18IG.I.4
- CheMico.ll y tretl ted 5011 sho.ll be protected wi th
11 l'IiniMUn 6 Mil vapor reto.rder to protect ago.inst ro.info.ll dilution,
If rainfall ocurs before vapor reto.rder pto.ceMent, retreateMent Is required, Any work, Including p{l1ceMent
of reinforcing steel, done Ilfter cheMic III treo.tMent until the concrete floor Is poured, sho.ll be done In such
Mo.neer IlS to a void penetrll tlng or dlstublng treo. ted 5011.
181G,1,5
- Concrete overpour or Morto.r o.ccuMulated Illong the exterior foundo.tion periMeter sho.ll be reMoved prior
to exterior cheMical 5011 treo.tl"lentl to enhance vertlco.l penetration of cheMicals
18IG.I,G
- CheMlcIll 5011 trelltMent sho.ll Illso be applied under 1111 exterior concrete or gro.de within 1 foot <305 MM)
of the priMo.ry structure sldewtllls, Also, 11 vertico.l chel'llclll bo.rrler sho.ll be o.pplied prOMptly o.fter constructlor
Is COMpleted, IncludIng Inltlo.l ltlndsco.plng Ilnd Irrlgo.tlon/sprlnkler Installlltlon. Any 5011 disturbed o.fter the CheM1ctll
vertletll bo.rrler Is applied sho.ll be prOMptly retreo.ted,
'8IG.I,7
Termite Protection
- All buildings shall hllve pre-construction treo.tl'lent protection Ilglllnst subterraneo.n terMites.
Tech rules tlnd tllwS esto.bllshed by the Florida Depo.rtMent of Agriculture o.nd Consuner Services sho.ll be deeMed
o.s o.pproved with respect to pre-construction soil treatMent for protection Ilgtlinst subterrtlnelln terMites
A Certlflcll te of COMplio.nee sholl be Issued to the building departl'lent by the licensed pest control cOr'lpo.ny
thc.t conto.lns the following sto.tMentl
'The building ha, received a complete tretment fO!' the prevention of subterranean termite" Treatment 15 In
accordance WIth rule5 and la~ established by the FlOrida Department of ~rlculture and Consumer 5erY1Ce5.'
/8IG.2
Protedlve steeves Ilround Met~llk: piping penetrating cDncrete slllb-on-grtlde floors sho.ll not be of cellulDse-contlllnlng
Material Ilnd shall receive Ilppllcatlon of terMltlelde In c.nnular space between steeve and pipe,
2303. I ,3
After all work Is COMpleted, loose wood Ilnd debris shllU be COMpletely reMoved frOM under the building Ilnd wlthln
1 foot <305 MM) thereof, All wood forMS and supports shall be COMpletely reMoved,
This Includes, but Is not IHted tOl wooden grllde stllkes, fDrMS, contrllctlon spacers, tub trap boxes, pluMQlng supports
brllc\ng, shorf1g, forMS, or other cellulose-cOI'1to.lnlng I'1(l terlllls placed In any lDCa tlcn where such r'l1l terlo.ls ~re not
ctearty visible Ilnd readily rer'lOvllble prior to conplexlon of the work. 'iDod sh~ll not be stored In contact with the round
under any buildIng,
Ex pt Mllterlllts whk:h Ilre of roturlllly durllble wood or Ilre pressure treated for grDund cDntllct, and Ijhlc.h Ilre
ce Ion: '
1nstlllled with tlt lellst 6' Inches<152 f'\M) ctellr sptlce frOM the structure to IlUDIf fDr InspectiDn Ilnd trelltMent for terMites,
2303.1.4
In order to reduce cho.nces for terMite Infestlltion, no wood, vegettltlon, StUMPS, deo.d roots, co.rdpollrd, tro.sh,
or other cellulose-conto.lnlng Mo. terlo.t sho.ll be buried on the building lot within 15 feet (4,6 Mt) Df Ilny building
or the position of o.ny building proposed to be built.
TYPICAL LINTEL SECTIONS
COMPOSIlE UNTEL SEC110N
7132 " ftAlN 13M 001
Lfa Ul' TO t 4'-8' LfNG1115
3/a " ~MR. ~A01LG
CM!'. 14'-8'l!N~TH:3
r:- 7/320/'!A1NW~Cl1
- '--:I.--~ ~
~
~~ \
00 "
~ ~ \
,.
I 15 BAR. CONTINI.JOO
CONCW e fllOCK 'KNOCKOIJT' COURSe
V
C~ ~ND 'U' Kl'Il n F1llro WI CONCwe
~ (2500 ~ !II 26 DAYS)
~
~ ~~ \ . J v
.-I--"TI.-
""" r------ '1\' MR5 (MAIN ~INr,)
'- , 5~e 50lt:DULe
~ 1 II I, 1 1/"" ....L
~ ; r ~ '" .'" eM5 sef 5Ct1f04Jlt
PRE CAST CONCRE1E
PRE STRESSED CONCRE1E
-[ ,;-"
,,.v.
~ I
In .~
~ ~~
7132' 5TIR.RUr5 f) 4'-0' O,C
t----- lnIGTH50VU. '4'-8' (TieD
OR WtlDeP)
713 2' rtAiN eM 5TIRIM'S
~- --- (POSllTIONtR51 0 4'-0' O,C.
(Tlfe OR wnoeo)
· '\. --- 2 5 TJV,NDe 711 " - I W1PJ:
'\. 5~S RrurveD 250 r.N
7 5/8' "" rPJ:51Rf55INGcAm
P~ CA5 T 'U' fllOC~ (5~t DtlAIlJ
14 BAA ADDEO TrlRU V UNl11 to
SUPPOR.TS IN SFANS GRJ:AltR.111AN '2'-0'
Sl'ECIFlCA nONS
,. eAR. Sl~tL SHAlL (If MIN, G;:Aoe 40, DefO"WEO!:XWT Wlir:Rf /'!AIN
eARS (liOOrJ:D !'OR OOND I\NCHORAGt) An 5ftClFICAlJ.Y f'tF:Ml11tD,
2, CONCwe r~ CAST M~M&R5 TO Be MIN. 4000 PSI @ 26 DAYS,
~
"
M
.", eARS Pr:R. ~1rD\J\.J:
LINTEL
LENGTH
2 -10'
3'-6"
4'-0"
4'-5"
5'-4"
5'-10"
6'-4"
S'-8"
7'-5"
8'-4"
9'-4"
10'-6"
11'-4"
12'-6"
13'-4"
14'-0"
REINFORCING 5Cl1EDUlf AND LOAD CAPACITIES
BOTTOM REINFORCING BARS
"A" MAIN BARS "B" BARS
2, 7/32'" NONE
PLAIN BARS END
HOCKED UP 90
FOR 2 1/2"
2, #3 1'1
R!JNfOR.CING 5CHEDUlf AND LOAD CArACtTlf5
MAX SAf E
CsLptAANR "A'" LOAD
BAR SCHEDULE LINTEL ONLY
SAFE LOAD
ON
COMPOSITE
1,900 I1/FT.
1,810 111FT.
1,580 111FT.
1,400 111FT.
1,400 111FT.
1,220 111FT.
1.120 NIFT.
LINTEL
LENGTH
MAX; SAFE
LOAD,
liNTEL ONLY
1,000 +
II / FL
SAFE LOAD
ON
COMPOSITE
3,000 +
/I / FT,
BAR
lENGn~
2 -9'
3'-4"
3'-10"
4'-4"
5'-2"
5'-8"
6'-2"
6'-4"
7'-0"
7'-10"
8 -10"
10'-0"
10'-10"
12'-0"
12'-10"
13'-5"
CLEAR
SPAN
1'-6"
2'-2"
2'-8"
3'-2"
4'-0"
4'-6"
5'-0"
5'-4"
6'-2"
7'-0"
8'-0"
9'-2"
10'-0"
1"-2"
12'-0"
12'-8"
13'-4~
14'-0.
16'-0.
18'-0"
18'-8"
20'-8"
22'-8"
14'-8"
15'-4"
17'-4"
19'-4"
20'-0"
22'-0"
24'-0"
NONE
NONE
I/A ~ BARS
2, 115 '" BARS
2, 115 '" BARS
2, 115 If, BARS
2. #5 1'1 BARS
650 111FT.
650 111FT.
570 #1FT.
500 UFT.
425 11FT,
380 111FT
320 11FT
1,000 +
II / I="T,
2,100 +
# / FT.
NONE
NONE
800 +
II / FT.
800 +
II / FT,
800 /FT.
700 UFT
650 flFT
600 '1FT
2,250 +
/I I FT.
2,000 +
/I I FT.
2,000 111FT.
1 800 /I FT,
1 600 /J FT,
1 700 /J FT.
SAFE LOAD -'- POUNDS PER LINEAR FOOT
No, LENOm UNfiLLED FILLED
L 1 4 - 0 48 Pre cost I,B75 Lbs 6,048 Lbs
L 2 4' - 6" 54" Pre cost 1,850 Lbs 4,815 Lbs
L 3 5' - 4" 64" Pre cost 1,743 Lbs 4,615 Lbs
L 4 5 - 10" 70" Pre cost 1 575 Lbs 3744 Lbs
L 5 6' - 6" 76" Pre cost 1.565 Lbs 3.260 Lbs
L 6 7 6" 90" Pre cosl 1,550 Lbs 2.887 Lbs
1..: 7 9 - 4" 112" Pre cost 1,025 Lbs 1,747 Lbs
L 8 10- 6"- 126 Pre cost 922 Lbs 1.333 Lbs
L 9 11 - 4" 136" Pre cost 800 Lbs 1483 Lbs
L 10 12' - 0" 144" Pre cost 750 Lbs 1.304 Lbs
L 11 13' - 4" 160" Pre cost 651 Lbs 1,016 Lbs
L 12 14' _ n" rl/;R" Pro. ...,.,..+ 585 Lbs " 909 Lbs
L 13 14' - 8 176 Pre stressed 563 Lbs _ 1,341 lbs
L 14 15 - 4" 184 Pre stressed 510 Lbs 1,210 Lbs
L 15 17' - 4 208") Pre stressed 387 Ibs 911 Lbs
L 16 19' - 4" 232") Pre stressed 269 Lbs 823 Lbs
Above InforMOotlon Is bOosecl on CQst - Crete (FECP Corp,) brQnd llntels,
BQsed on tests conclud~d by \,IOorner 1", Rosch, P,E. '
POVER BOX LINTEL (8'><15' COMPOSITE) PO\v'ER BOX LINTEL (B'x24' COMPOSITE)
2, 1/4 1'1
2, #5 1'1
NONE
2. #5 1'1
2. 113 If,
THf INfORMATION CONTNN~O HtRtIN
WN!J r~OOUCtD 15Y CONl ~C SOUTH '
CONSULtiNG WGINttR5, OLD5MM. I't.
Sold load lob:" lor C~t . CrM
H''3h - 5tre~
Prd u.t . Pre .tre!:6dd U UIMI.
Pre (Qst lintels MY be sUpplle~ by COost Crete or other bu~c1lng cocle Oopproved pre cOost I'1QnufOocturers
POVER BOX LINTEL (8'x6' FILLED AND UNFILLED)
POVER BOX LINTEL (8'><12' COMPOSITE>
TnTN il~
Ml\RK NIl NOIII~,^L T011\1.
CLtAA liNTEl.
sr~ LENGTH
i-r-r- -v-:V- :='F-11r
f-M- FP- ~~
~;- -~:;- - ~&'
=&:~ -.:~~ =t.:~
~~=v.v-
--~r- 7"- ~~
_ - ~I-P- W=V-
_ - r- w=ar- w:r
__ - r- -P-
- r- :~ -It:!'
~V- lr-or-
,,- HE;- -i~Q'
la::;- -{~..
-~~F 22f'::~
- lv-l"""
I .
3
1
I
~D - PruNDI
rllLtD WI) 15 HI'
DETAIL 'I'
!B6S
t8,Q
sm
~t1~
:It
~8a
2S~4
2~
~J:
m
lth
313
mt
II
96<1
hJ
n
10TAL AL OVABlE SUPERIMPOSED lOAD - POUNDS PER lINEAR roo
MARK NO, NOMINAL TOT AL NO FlLL FrLLE D FILL E 0
CLEAR LINtEL NO SlEEL NO STEEL (1)"5
SPAN LENGTH DETAIL 'A DETAIL '8 DETAIL 'e
TOl AL AlLO'w'ABLE SUPERIMPOSED LOAD - POUNDS PER LINEAR mOT
MARK NO, NOMINAL tOTAL
CLEAR LINTEL
SPAN LENGTH
- 1'-V- -~
-<! 2'-2' 3'-6'
:~ 2'-B' 4'-0
-- =-r I 3'-2' 4' -<.'
--==r- ~W- -~~.-
-6 4'-6' :;'-10'
-7 :;'-2' 6'-6
-- ==ir- r--~2' {'-
-9 7'-0 8'-
-10 B'-O' 9'- ,
_ -11 9'-2 10 -
--::=1~ 10'-0' 11'-
-IJ 1'-2' 12'-
-14 2 -a 13'-
-l~ ~ 14-
MARM Ha. ~INH.. TOT ill
CUAR LINTEl.
Cl'i\M LENGTH
t ItLt. 1I.<t) I' lIP
IltTMl'l('
tILLED \v',(1) *5 rop
DETAIL 'G'
=p- - r:w-
lOr- . ~~ _~
=tr t:~~ -~v-
-s- I-ir.: r- -I;
'f ~ =Fv-
~;- -i- r- -I =r
""or- -j.::
- Y-' -
l
~
~)41
333
~il
m
"
En
PI
19
"1-[ 1'-(,' 2'- 0' 960 5150 5150
M-2 2'-2' 3'-6' 665 356:r- 3564
101-3 '-B' 4'-0' 540 28~ ~98
~=4- =~, -4r.:~T 45~ c4;n-, ".n---
101 5 '-0' :;'=4' 360 1933 933
101-6 '-6 5'- 0' 320 1717 IL!.~
101-7 -2' 6'-6' i!I'1 149'~ r-- 49:r-
M-8 '-2' 7 -6' 23 253 253
101-9 -0' 8'-4' 206 1106 06
-10 B'-O' =4' 240 253 i- ~~r-
-II ~ '!I'=~T 209 9~r- I,,;n-
-]2 0 -0' I -V 178 803 1043
f- =13 lP=~' 2'-(,' 28 6~ ~?7
-I~ 12'-0' y::v-- ssa-- ; {l:!~
POVER BOX LINTEL (8'xB' FILLED AND UNFILLED)
T01 AL ALLC\/ABLE SUPERIHI'OSED LOAD - POUNDS PER LINEAR rOOT
MARK NO. NOMINAL rDTAL NO FILL FILLED FILLED
CLEAR LINrtL NO STEtL NO STEEL (I) #5
SPAN LENGTH DETAIL 'D DE1AIL 'E DETAIL'r
1'-6 2'-10' 933 6090 6090
2 -2 3'-6' 646 4020 .020
;>'-R' 4'-0' 52:r- 3bo ~~
-2' 4'-'" 44t- -~ ~~
4 -0' 5'-4' 35 2279 2279
4'-6' 5'- O' 31 203.L ,E937
S'-2' 6'-6' 2/ 1~ -inr-
6 -2' 7'-6' 22 IH9 1479
7'-0' 8'-4'- 200 130e 30e
B'-O' =4' 240 1374 37:r-
9'-2' '-", 20'1 I'J'J ll~
lO'-O 1 -4' 192 1096 1096
11'-2' 2 -6 172 986 986
1;>'- -4' lbO 'JII> lJlr-
12'-B '-0' 15e 824 880
3'~ 4'-9 t4r- 746 814
~ 5'=.!' 137 67r- 738
~-~1--100 ~IEl SU--
18'=0'9'-4' --- 4oa- 446
il.l!3
319
32
63
1!B8
56
223
B69
1646
864
62
l491
335
248
177
r-I
- -II" -
: ~r;- --gr-
I-~.- 1: sq-
-I
I- ~H- uiEl-n~
I- -lr- EF-ur- f- !~r
PO\olER BOX LINTEL (8'><14' COMPOSITE)
POl,/ER BOX LINTEL (9')(20' COMPOSITE>
POW'ER BOX UNTEL (B'x32' COMPOSlTE>
TOTAL AlLo\/ABlE SUPERIMPOSED LOAD - POUNDS PER LINEAR FOOT
MARK NO, NOMINAL TOTAL
CLEAR LINT EL
SPAN LENGTH
TO fA[ At. IN E Slf'ERIMPOstD
lIAR!( NIl IiC'lINAL TOTAL
CLtl\R LmTtl
StAN LENGTH
- I'C"T ~'=.r.=
-;:~ -.:F1= tF~
-~ w=p- ~
- ~f-.-r~,~
-l--~~~E
r- Far- IIqr-
= .~~~
T I
MARl( IC 1Il'llNAl. TOT AL
CUAA LOOEl.
St~N LENGTH
~!. v:v- I-y.w-
-c-r- - F- r-I-}qr-
L- F- "-11"
-t- r: :f-J;=
- - r-w-
L- - r=v-
_.j::_ v-ar--
"- - .!:-
- ';;::~f-~~
-r-
- s- - -p-
- - y:c.v-
-I .lg:;-V- -0'
_ 1~~ I-~~
- r- .J!: r-
-lO' _ ~t- f- ~t-
=F ~r--l~
- 0
tUtD II '(1) tS TOP
Iltll11L 1..'
OIl. - 0 D pt NE~
ttlLto \1.<0 h lIP
DETAn. '.I
I!H
11341
~H
3707
,
01
m14
10'\60
DIllI'
'9'
1;19'
Wi
o~
m~
3~Q
3:0
Ie
-I
-2
filLED OJ;(j) 115 TOfl
DETAIL 'W
- 1'-6' 2 -10' 774
-2 2'-2'- 3'-6' 014
-3 2'-8' 4'-0' ,935
-4 3'-2' 4'-6' 156
-5 4'-0 5'-4' 3290
-6 4'-6' 5 -10 2925
M-7 5'-2' 6'-6' 2547
M-8 5'-2' 7'-5' 2134
-9 ]'-0' 8'- B80
-10 8'-0' '- .- 2068
- 9'-2' 0'- B05
-1 0'-0' II', 655
- 3 1'-2' 2'-6 482
-- _~f-~~ 379
-I 2'-B' -t~ 306
-B
9
L-10
-l[
-12
-8}-
-1
- 6
- 7
u
2Sn
6
~~
fl.,
n
l?n
m
o
2070
e '\
2
-if.: l2'-6'
~ ~ f-.-1~'f-
'- -
V-or-
~~ U~f-
~F I-ir.~
-1
,::J
-s-
- 9
-1
,::j
-r-
-lO'
.IT
[ .
119
I 3
,~it
Power Box lintels may be supplied by Quality Precast Co. or other building code approved Steel lintel manufacturers
U}lt'
~ 7~,l
DETAIL 'A'
U}~.
~ 7;1' l
DETAIL 'D'
3~;' ~~l' 2' RECESSED OOOR HEADERS (8'x14' COMPOSITE>
m a - J9Ie.L-M O'WABLE StJ'fOjiiPn<< ruD - 0 EAR roo
Hli~"'! - IE], MARl( NO, l(]~lNAl DOllR tlLLtD tlLLtD
~' _ ,. 5~ CLEAR \/lD~ (j) IS T (I) 13 TU
~""':'':} lI~l' a' ~,,;.:,/ . SPAN lJEl~Il 'PO DtT~IL 'Q'
, ,'(, 7ii' , ,':", 7ii' D- - ~':~ - ? m:r--
, ," , , ." , _B=~ FW- ~!r"F ''[ 4
<" '" =h=~t::F-lr' tr=""S4 o9:r-
~~. l I l -~F~~f-r=.~; -~ ~g~r-
-fJ 33 -1 =1F~ -..=.' ~ 'I'" :ll!3 .---
75~' 7~i' -f:Fl-~-4' ~'-D' 2m l!g~ r-
DETAIL 'F~ DETAIL iG' L ~~ ~~~ ~U ~
2' RECESSED DOOR HEADERS (8'x6' FILLED AND UNFILLED)
.l91 AL AL ,WAlLE SUPERIMPOSED DAD - POUNDS f'{:R .tt.f:AR roo
MARl< hlJ, NIlHINAL DOOR NO r n.L FIllED F1LLtD
ClEAR "'IDTH NO STEEl I(] S!t:(L (I)~'
5rAM DtTilIl 'M DETAIL 'M lJEtiltL '0
~~ f-r=y- -nr-b!LEm ~
-f: r--I-y.:y- 50S l!ll~ ;-
D- '-ID '- ~o ?~ I I--
-u= I--l-t-.:i=f-f:~ -~1-~9:rl-ml--
.!!:- ~ ~'-O" _~~~ l!fE I-ll!ll r-
-u= - -.' nz-I- 9j !j "-
-iF f-I-;;=~~f:r -l7r-1- &. . R~~--
-IF _~:~ &'-11" u1==1- ~o~ uo:
1-1Fr-1-F-'~ ~'-O" l!~1- ~9r-- n9
rJ;}l }tt'
~
~ 7t1.l
DETAIL 'B'
j!1,,~~:,;,: }-k
'" .'
5~ l
7~i'
DETAIL 'c'
L2J..'. }
:'>:/:, 7 ii'
. .'. I
'"
~ 7~i' l
DETAIL 'E'
~~' -1 3['~'1
2?~'; ~ F
-1 ~ ' - o~ .~,-:-!:.~ 7
a~'<:::: H"-' II' a "..:", H,l'-3~~'
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;~.
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"~' "','
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'" ;. '"
1.
PRODUCT NAME <PATENT PENDING) SBCCI PST ~ [Sf #9597B)
NOlE. DEFORMATIONS DO NOT EFfECT STRUCTURAL CAPACITY,
PRE rORMED STEEL LINTEL' GALVANIZED 16 GA, THICKNESS (0.0599 INCHES)
AND 18 GAGE THICKNESS (0.0478 INCHES) COIL STEEL As MANUfACTURED BY
PO\v'ERS STEEL!. \v'IRE PRODUCTS, INC. STEEL GRADE IS ASTM /1570
GRADE C (fY~40 KSI),. GAL VANIZAT ION SHALL COMPLY .....ITH ,!,STM A525, HiE
THE PO\v'ERS STEEL GALVANIZED LINTEL IS NOT DEfINED AS AN ACCESSORY
PER THE STANDARD BUILDING CODE, SECTION 2104,9,6, BUT IS, INSTEAD,
DEfINED AS /I STRUCTURAL ELEMENT, ACCESSORY I1EMS CONSIST Of
HORIZONTAL JOINT REINFORCING, VENEER TIES, ANCHORS, W'IRE fABRIC, THE
POl,/ERS GALVANIZED STEEL LINTELS COMPLIES \.11TH ASTM A570 \.IHICH IS
THE SPECIfICATION FOR STRUCTURAL QUALITY STEEL W'HICH THE POVERS
STEEL Gf,LVANIZED LINTEL QUALIfIES UNDER.
~ i
ti' a:U -i?~'
t ':~'" j4H'
l'-7H' ~~' I,.:
~iU~;'
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-~ 7ti' l
DETAIL 'Ki
~ 7ii,l
DETAIL 'L'
SHORE LINTELS AS REQUIRED 10 COMPENSATE FOR DEAD LOAD
DEfLECTION ON MJN-CURED MASONRY GROUT,
LIN1EL TO BE USED IJI1H CONCRETE MASONRY UNITS HAVING MINIMUM
f'", AS SHQI"IN,
4, STEEL SURfACES IN CONTIICT VITH GROUT AND/OR HORTAR SHALL BE
UNPAINTED AND FREE Of MATERIAL THAT MIGHT INHIBIT BOND,
5. DESIGN BEARING Of PO\r'ERS STEEL LI~TELS IS 8', A MINIMUM
BEARING or 4' IS REQUIRED PER THE STANDARD BUILDING CODE.
2,
3.
}=.f!1:
7ti'
DETAIL 'M'
1 ifJ~~'
~na' i;: ft'i.
a: . ':oT,' l'-3~~'
,:\:. ~I~
1 U' :..:.w.. I?
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DETAIL 'p'
6. f"r'\ = 1500 PSI. MASONRY UNITS SHALL CONFORM 10 ASTM C90, GRADE N,
7, GROUT = 3000 PSI. SLUMP RANGEl 8' TOil', ROD O~ VIBRATE GROUT
ADEGlUATElY 10 ENSURE CONSOLIDATION Of GROUT (NO AIR POCKETS),
GROUT SHALL COMPLY \.'ITH ASTM CH6-83 AND BE EITHER COARSE OR
fiNE GROUT,
e. MORTAR' TYPE IS' DR TYPE '101' 1800 PSI,
9, TOP REINFORCING OR TOP OF W'ALL REINFORCING, Is REGlUIRED BY
CODES TO PROVIDE A CONTINUOUS lIE AROUND A STRUCTURE AND TO
PROVIDE ~OR UPLIfT RESISTANCE AT LINTELS,
2?a} [I',.; F'~
4H' ':~',
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10.
ATTACHM~NTS TO TOP Of \v'ALL PER ARCHItECTURAL ANDIOR
ENGINEERING DRA....INGS,
MASONRY \v'ALL MAY OCCUR ABOVE COMPOSl1E LINTEL HEIGHT, IN THE
CASE THAT THE MASONRY \v'ALL IS TWICE THE HEIGHT or THE LINTEL
HEIGHT THE OCAD LOAD \v'[[GHT Of THE LINTEL MAY BE EXCLUDED
fROM T~E LOAD CALCULATIONS DUE TO THE COMPOSITE NATURE or THE
LIN TEL ASSEMBL y,
II.
12.
MANUF AC TURER,
eUVERS STEEL PRODUCTS LINTELS
4118 E. EWOOD PHOENIX, AZ 85040
PHil 602.437-1160 FAX' 602-437-5409
TECHNICAL DilTA AND ENGINEERING POW'ERS STEEL LINTELS HAVE: BEEN
DESIGNED IN ACCORDANCE \v'ITH THE ftl.LOW'INGI
+ SBCCI SSTD - 1999
+ STANDARD BUILDING CODE - 1999
+ AISI LIGHT GAGE COLD FORMED STEEL DESIGN;' 1996
FOR COMPOSITE atAM HEIGHTS GREATER THAN tHOSE PUBLISHED, USE
THE 'SAF E LOAD' VALUES PER LINEAR roOT; FROM THE NEXT LOl,/ER
HEIGHT TABLE AVAILABLE,
STRUCTURAL tNGINEE~ FOR THESE LINTELS ISI
S,E, CONSULTANTS, I~C,
5BOO E THOMAS RD, SUITE 104
SCOTTSDALE, AZ B5251
PHil 480-946-2010
fAXII 480-946-1909
V(13)
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IF AN INSPECtoR, CONTRACIOR, SUBCONTRACTOR, DR PLANS EXAMINER
HAS ANY TECHNICAL tlUEST!tINS, PLEASE CALL.
INSTAlLATIONI
POWERS LINTELS ARE TO BE INSTALLED IN ACCORDANCE W'ITH
STt'lNDARD CONSTRUCTION PRACllCES, SET TO PROPER LINE AND LEVEL,
PLUMB AND TRUE, AND IN THE CORRECT RELATION TO OTHE~ \.laRK,
19 GAUGE ON SPANS UP TO 7'-11',
16 GAUGE ON SPANS 8'-0' AND lONGER,
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SHINGLES. APPLICATION INSTRUCTIOf\jS
( GAF, BRAND,)
( REF, ROY pL SOVEREIG~~ SHliJGLES)
l\j A I L 11\j G
SCHEDULE
r
~,c
-
36'
rw~D JOI$11O Sill OR TOP FlATE. TOE NAIL
JO!STTO BAND JOIST fACE NAIL
JO!ST TO Sill OR GIRDER ,I)I$T, TOE NAil
BRIDGING TO JUST, TOE NNl EACH END
lEDGtR STRIP
1/6 OR LESS SUB FLOOR ro l.\CH JOIST, fACE NAIL
QVtR Ix6 SUB HooR 10 LlCH JClST, fACE NAil
2-INCH SUB flOOR 10 JOIS1 OR GIRDER, BUND AND FACE /W
SOLE PlATE TO JOIST OR BLOCkiNG. fACE NAIL
TOP Of SOLE PlATE 10 SWD END [VlllED
STUD 10 SOLE PLATE, TOE NAilED
DOUBLE STUDS, FACE NAilED
DOUBLED TOP PlATE fACE fiAll
TOP PlATES. LAP AND INTERSEC110NS fACE NAIL
CDNT1NUO$ HLI[)(R TOE PIECES
CEIliNG JOISTS TO PlATE, TOE fiAll
C0N11NOOS HEADER 10 STUD, Tot NNl
CEIUNG JOI$1S, !JlPS O\tR FAR1I1IONS, fACE NAil.
CEILING JOI$TS TO PNW.LEl RN1ERS. fACE NAIL
RAFTER TO PlATE. TOE NAil.
l-I/(H ~ACE lO EACH STUD AND PlATE. fllCE fiAll
t x8 OR LESS SHEATHII~G TO LlCH BEARING, r lICE fVlll
O'vtR lx8 OR lESS SHEATHING TO LlCH BEARING, fACE f~1\.
BUll! - UP GIRDERS AND BEAUS, Of THREE MEMBERS
8d
16d Common
Bd Common
8d Common
15 d common
8d common
3d common
16d common
16 d common
16 d common
8 d common
10 d common
10 d common
THESE SHII~GLES MUST BE NAILED A
~JOMINAL 5- 5/8" (143 mm) FROM BOTTOM
OF SHlt~GLES. t~OT It~ OR ABOVE SELF
SEAL. AS SHOWN NAILS SHOULD REMAI~~
UNEXPOSED,
Fl~f~ 0"
-=1 11-1/2"-12-1/2'
1-1/2"-~
-- 6
1_'
(Jorl'\)
5-5/8'
NOHINAL
UNEXPOSED
t
SIX NAIL PATTERN
16d common
3d common
Bd common
STM~DARD ~jAILI~JG PATTERN-FOUR NAILS PER SHI~WLE
GENER AL 1~,jSTRUCTIONS
,ROOF DECKS: FOR USED ON NEW OR REROOFING WORK OVER WELL-SEAsorlED. SUPPORTED WOOD DECK,
TIGHTLY W1TH MAXIMUM 6" (152 mm) WIDE LUMBER. HAVI~~G ADEQUATE ~~AIL
CAPACITY AND SMOOTH SURFACE, PLYWOOD DECKING AS RECOMMEtmED BY THE ENGINEERED WOOD
ASSN, is ACCEPT ABLE, PLYWOOD DECKS FOR CLASS A INST ALLA TIOt~S MUST BE 3/8" (10 mm )THICK OR
GREA TER W1TH UNDERLAYMENTS AS tWTED BELOW, SHlt~GLES MUST ~WT BE F .ASTENED DIRECTLY TO
I~~SULA Tlm~ OR INSULATED DECK UNLESS AUTHORIZED INviRITING BY GAF ~~A TERI.A.LS CORPORATION ROOF
DECKS AND EXISTING SURF ACI~~G MATERIAL MUST BE DRY PRIOR TO APPLlCA Tlm~ OF SHlt~GLES,
,UNDERLA YMENT: UNDERLA Y~~ENT IS REQUIRED Ot~ tjEW CONSTRUCTIOt~
USE Ot..JL Y A "BREA THER- TYPE" MATERIAL LIKE GAFtv1C's SHINGLE-MATE UNDERLA YMEtH OR EQUIVi'>LEtH
UNDERLA YMDH MUST BE INSTALLED FLAT, WITHOUT WRiNKLES
,F ASTERS: USE OF t~AILS IS RECOMMENDED.
USE ONL Y ZI~K COATED STEEL OR AlUMINUMi 10-12 GAUGE.
BARBED, DEFORMED OR SMOOTH SHANK ROOFING t..JAILS WITH HEADS 3/8" TO 7/16"
IN DIAMETER, FASTENERS SHOULD BE LONG ENOUGH TO PENETRATE AT LEAST 3/4" ItHO WOOD
DECKS OR JUST THROUGH THE PLYWOOD DECKS, FASTENERS MUST BE DRI'.jEN FLUSH WITH THE SURF ACE
OF THE SHlt~GLE, OVER DRIVING WILL DAMAGE THE SHINGLE, RAISED FASTENERS WILL INTERFERE W1TH
THE SEALING OF THE SHINGLES, FOR NORMAL INST ALLA TION, FOUR F ASTD~ERS MUST BE INSTALLED PER
SHlt~GLE, ~WMINAL 5- 5/8" UP FROM THE BOTTOM OF THE SHI~WLE. TO PENETRATE BOTH LAYERS
OF THE SHINGLE. FASTENERS MUST BE INSTALLED APPROXIMATELY 1"- 1 1/2" AND 11-1/2"-12-
1/2" FROM EACH SIDE,
,WIND RESISTAtH: THESE SHINGLES HAVE A SPECIAL THER/AAL SEALANT THA T FIRMLY BONDS THE
SHlr~GLES TOGETHER AFTER APPLlCA Tlm~S WHEN EXPOSED TO SUN AND WARM TEMPERATURES, SHINGLES
It6T ALLED IN FALL OR WINTER MAY NOT SEAL urHlL THE FOLLOW1~IG SPRiNG IF SHINGLES ARE DAMAGED
BY WINDS BEFORE SEALi~IG OR ARE NOT EXPOSED TO ADEQUATE SURF ACE TEMPERATURES. OR IF THE
SELF - SEALAtH GETS DIRTY, THE SHINGLES MAY t~EVER SE.AL. FAILURE TO SEAL UNDER THESE CIRCUMS-
T AtKES RESULTS FROM THE NATURE OF SELF-SEALING SHINGLES AND IS NOT A MANUFACTURING DEFECT
TO INSURE IMMEDIATE SEALING. APRL Y 4 QUARTER-SIZED DABS OF SHINGLE TAB ADHESIVE ON THE BACK
OF THE SHINGLE 1" AND 13" IN FROM EACH SIDE AND 1" UP FROM BOTTOM OF THE
SHlt~GLE THE SHINGLE MUST BE PRESSED FiRMLY INTO THE ADHESIVE,
3 FIRST COURSE
START AND COtHINUE WITH FULL SHINGLES LAID FLUSH WITH THE
STARTER COURSE, SHINGLES MAY BE LAID FRmA LEFT TO RIGHT OR
RIGHT TO LEFT, DO NOT LAY SHlt~GLES STRAIGHT UP THE ROOF
SINCE THIS PROCEDURE C.AN CAUSE AN INCORRECT COLOR BLUJD
Ot~ THE ROOF At~D MAY DAMAGE THE SHINGLES,
ur~DERLA 'Ov1ENT
~LACE SHlr~GLES
\ CLOSE TOGETHER
BUT DOt~'T CROIvO
\
Bd common
3d common
3d common
8d common
20d common
"'<<--~4;
~~ ,,'?
0'" 0x:"
vO
2-INCH PlANKS
STUDS TO SOlE PlA1E. END NAIL
16d common
16d common
0<<--
0~
vO
0'"
<.,%
COtHlNUE
FIRST COURSE
WITH WHOLE
SHINGLES
'11000 SlR\XTUPJ.l PANEL SUB flooRIHG
15/32 in" 1/2 in" 7/161n,
6d common
annular or spir aI Umd
19/32 10, - 3/4 In,
8d common
onnulor or spirot lhreod
START FIRST WITH WHOLE SHINGLE PLACED 3/8" (10 mm)
OVER EAVE AND RAKE EDGES TO PROVIDE DRIP EDGE
1in" - I l/Bm,
10d common or
8d common
onnUlor or splrol weoa
4 SECOND COURSE
15/32 in" - 1/2 in,,7/16 In,
16 00 aalvanized wile slaoles, 3/8 in,
minimum Clown I 5/8 in lenqlh
START AND CmHINUE SECOND COURSE AS SHOWN, POSITION THE
SHINGLES ON THE TOP OF THE CUTOUTS OF THE UNDERLYING
SHINGLE SO THAT THERE WILL BE 5" OF EACH SHINGLE EXPOSED
CONTINUE WITH FULL WIDTH SHINGLES .ACROSS THE ROOr STRIKE
A CHALK LINE ABOUT EVERY 6 COURSES TO CHECK PARALLEL
ALlGWAENT WITH EAVES,
FACTORY APPLIED SELF SEALING DOTS ON LOWER COURSES ARE
DESIGNED TO SEAL DOWN THE SHINGLE TABS I~J AN UPPER
COURSE,
NOTE: SHINGLES MAY BE LAID FROM EITHER LEFT OR RIGHT HAND
SIDE, 5T ART AT EITHER RAKE EDGE WITH SHINGLES HAVING 6"
(152 mm) TRIMMED FROM RAKE
19/32 in, . 5/B in,
16 00 ao~,on;led wire stoples, J/8 in,
minimum Clcwn 1 5/8 in lenqth
WOOD STROClUfW. PANEL Ri))f &: W.&Ll SHEATHING AND
FARTlCLE BOARD WN.l SHEATHING
1/2 in, OR lESS
6d common(WALl)
8d common(RW')
19/32 in,. OR CREAT[R
Bd common(RW')
<<)
FIRST COURSE
NOTE: APPliCATION OF EXCESS TAB ADHESIVE CAtJ CAUSE BLISTERING OF THE SHI~~GLE,
FOR MAXIMUM WIND RESISTANCE ALONG RAKES, CEMENT SHI~~GLES TO Ut~DERLAYMEMT AND EACH OTHER Ir-,I
A 4" WIDTH OF ASP HAL T PLASTIC ROOF CDAENT,
NOTE: THE FILM STRIP ON THE BACK OF EACH SHINGLE ARE TO PREVENT STICKI~~G TOGETHER OF THE
SHINGLES WHILE \t~ THE BUNDLE, THEIR REMOVAL IS NOT REQUIRED DURING APPLICATION,
5/\6 in - 1/2 in
1 QJ(ilv9nlZed WII e s\ap,les
Jj J '''', ': ' ""j:' V'
'" ~il>uood..slr\dJ!~p^".1
or particleboard thickness
TRIM SHINGLES
6" (152 mm)
,EXPOSURE: 5"(127 mm)
, THROUGH VENTILATION: ALL ROOF STRUCTURES MUST BE PROVIDED WITH THOROUGH VENTILATION TO
PREVENT nnRAPMENT OF MOISTURE LADEN AIR BEHIND ROOF SHEA THlt~G, VENTILA Tlm~ PROViSIONS MUST
AT LEAST ~AEET OR EXCEED CURRENT F.H.A" H,U D, OR LOCAL CODE MI~~IMUM REQUIREMUnS,
,NO~J-CORRODING METAL DRIP EDGES: RECOMMEND ALm~G RAKE MJD EAVE AGES ON ALL DECKS,
SPECIALLY PLYWOOD DESCKS,
VALLEY COr~STRUCTION
CLOSED OR WOVEN
VALLEY
WIDE ROLL
VALLEY CEr-,lTERLlNE
NO FASTENERS WITHIN 6"
(152 mm) OF CEN TERLit~E
CENTER 36"(914 mm)
OF WEATHER WATCH
OR STORM GUARD
LEAK BARRIER (6"(152
END LAPS) I~~ VALLEY,
tMIL AS SHOWN
<3
o
cJ
vi
1 UNDERLA YMnn: $T AtJDARD SLOPE- 4/12 (333 mm /m) OR MORE
APPLiCA TION OF UNDERLA YMENT: COVER DECK W1TH ONE LAYER OF UNDERLA YMENT INSTALLED WITHOUT
WRINKLES, USED ONLY ENOUGH NAILS TO HOLD Ut~DERLAYMENT IN PLACE UNTIL COVERED f3Y SHINGLES
APPLlCA TION OF EAVE FLASHING: INSTALL EAVE FLASH\~~G SUCH AS GAF MATERIALS CORPORt. TION WEATHER
WA TCH OR STORM GUARD LEAK BARRIER IN LOCALITIES WHERE LEAKS MAY BE CAUSED BY WATER BACKING
UP BEHIND ICE OR DEBRIS DAMS, EAVE FLASHH~G MUST OVERHANG THE ROOF EDGE BY 3/8" ,t.,ND
EXTEt~D 24" BEYOND THE INSIDE WALL LINE,
~
1
(
J
EXTEt~D D~D SHI~!GLE
AT LEAST 12" (305 mm)
BEYOND VALLEY CENTERliNE
,-
mm)
EXTRA FASTENER IN
Et~D OF SHli\jGLE
~~
)
.->--
,~"
/lLL SHEET ARE 36"(914 m
WIDE SHlt\jGLE-MATE
UtWERLA'dAENT,
CARRY UNDERLAYMENT
ACROSS VALLEY
WEATHER WATCH
OR S TOR ~v1 GU ARD
LEAK Bi'>RRIER,
....
J/8" ROOF OVER HANG
~
--~
ROOF DIAPHRAGM
NAILING SCHEDULE
mm) SIDE LAP
4"(102 mm) END LAP
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3-15d or HOd CD~jI.<<lN
3
2
2
3
32 IN, o,c, -~n~~~
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i 0 ~ ~ ~~ ~ ~ ~
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g~~i~E3~~i!'~
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gi31;\i:I:~~g>-~
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I7WG:owlDG:~
~ <~F.2 ;;089
~~t1!j~~~~~~
~R[ BOARD SHEA1HINC 1
. 'Irregular
Bd common nail or 11 go,
golv, roofing nail I 1/2in, long
w/ 7/16 in, heJd,
6 in, o,c, al edces, 6 in ac,
at olher beolings oreas
I I I I I 11\ I I I ~I/ + + + + + + + +
I, I: : I :i " [- - - +: :~I:~
, I '" - - - ..:!:-+b 2-
+ ~~1+ ~
I I I I + + + +
I 8d II~AILS I ~ 6' O,C. , AT EDGE" '\ _ + + + tl+ + +
~ ~ 12" O,C,IINTERMEiDIA~ ~ ~'" + + + J+,+ + .j
I ~~ I ~I ~ ~ ~+ + + ~
- Vi, j + + + + I + + + + I + + t +rln + + + + I + + + t I + ,;! +:1+ 1+ +-=+
'" ~ '-1+ + + + + + + + + 1/2" -iflL 'lW'ID + + + + + + + + + "-J+ ~+ + -+
? rz o~t of- ~+ At +~ +~~+ ~l~rn~l+ + ... + ~+A+ + ~+ ~~ It! + + L, ~~ -L- + + ~
'ru + + + + + + ~ + + + + + + + + + + + + t+,-+ ;r-+ + +
\..0 f:O + + [+ ~ +~ + + + ~,r+ --:j:" + + - +" + + ~,[~+ + + '1+ ~ + -+
I + + + +, + + + +, + + + +, + + + +, + + + +1. + + + + +
.L 1-'. L I. I, .J.. 1+ '
~ 6'-0" ~
8d NAILS
6" Q,C,
1/2 IN. SIR\XTUfW.
25/32 IN, SlRUCTUfW.
Bd common noil or 11 ga,
golv, roofipq no:l 1 3/ ~in, long
w/Tf1r In, neod,
3 in, c,c, 01 edges, 6 in o,c,
01 other beorings oreos
GYPSU~J SHLlTHING
~~~.
11 go 1 1/2 galvanized
7/16 heod
11 ao I J/4" Qolvoniled
7/16' head
4' 0 C 0\ edaes
8 o,c. 0\ olher beorinqs
4 c,c 0\ edges
8 o.c. a\ olhef beorings
GYPSUM WN.lBOMD
1/2
7 O,C on ceifings
B o,c. on toOs
7 O,C all ceilings
8 c,c, on wons
. .
=
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z
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-
=
11:I
1:1
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en
=
a.
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=
A.
I 3/8 IN, DR1NAll NAill
5/8
1 1 /2 IN, DR IHAll NAIl'
2 eoch beorinQ
2 eoch end
PAR11(LIBCvlRD SIDING
5/15 IN, - 1/2 IN,
5/8 IN,
3/4 IN,
6d ~
8d ~
3d ~
6 o,c edges and
12 oc, intermediole
5 o,c edges ond
, r o,c, rnlermediole
HARD OOARD LAP SIDING
DIRW TO S rUDS
3d cO[lasion-res~lonl
wilh minimu'11 shonk
diomeler of 0.099 in,
ond minimum head
diameler onmo In,
16 in,O,C, allop
and bottom edges
6 o,c edges and
6 o.c, inrermediole
4' 0, c edaes ond
7 o.c, intermediate
HARD OOARD LAP SIDINC
OVlR SHEATHING
10d corrosion-resistont
wilh min imu In shonk
diomeler of 0,099 in,
and minimum heod
diomeler of ry,rur In,
15 in,a,e. ot lop
and bottom edges
2 1/2' O,C edaes and
4 a,c, inlermediote
6 o,c edges ond
12 o,c. Inlermediole
HARD BOARD PAN(L SIDING
DIRECT TO STUDS
6d corrosion-resistant
wilh mirimlJm shonk
diomel,er 01 0,092 in,
ond mininlum head
diome1el of U,llJ In,
6 in, o. c. at edges
ond 12 in, a,c. 0\
inlermediole suppods
6 o,c edges and
12' o,c, rnlermedlole
HARD OOARD P ,lNEl SIDING
O\1R SHEATHING
8d conosion-reslslonl
with minin1urn shonk
diomelef or 0,092 in,
and minimum heod
diOmeler of lJ.L25 In,
6 in,o,c, at edges
and 12 in. o,c, 0\
intermediate supports
4' Q,C edaes ond
8' o,c, intermediole
1
120 tv1PH 3 SECOND GUST EXPOSURE "B" WI~~D ZONE
120 tv1PH 3 SECOND GUST EXPOSURE "B" WIND ZO(\JE
8d COMMON NAILS @ 6" O.C, &
4" O,C, @ GABLE END WALL OR GABLE TRUSS
1310X2 1/2" LONG GUN t'~AIL @ 4" O,C,
,1200X3" LONG GUN NAIL @ 4" O,C,
,1130x2" Lot~G GUN NAIL @ 3" O,C.
,0990'X2 1/4" LONG GUN NAIL @ 3" O,C,
CAUTION: DO NOT LOCATE NAILS
CLOSER THAN 6" (152 rnm) TO THE
VALLEY CENTERW~E
ALONG RAKE. PLACE
DRIP EDGE ON TOP
OF UNDERLA YfvlE~H,
ALONG EAVES PUT UNDERLAYMENT
ON TOP OF METAL DRIP EDGE
VALLEY CONSTRUCTION
CLOSED CUT
2 STARTER COURSE
USE OF M~Y GAF MC 3- TAP SHiNGLE IS RECO~v1MENDED
APPLY AS SHOWN
VALLEY CENTERLINE
NON-CORRODING
fAETAL DRIP EDGE
CENTER FULL WIDTH ROLL
OF V'/EATHER WATCH
OR STORM GUARD
LEAK BARRIER (6"(152
END LAPS) IN VALLEY,
EXTRA F ASTEt~ER IN
END OF SHINGLE
NO FASTENERS WITHIN 6"
(152 mrn) OF CENTERliNE
SART AT EITHER RAKE AND
LAY IN EITHER DIRECTlm~
CEMUH 12"
(305 mm)
METAL LAPS
WITH ASPHALT
PLASTIC
CEMENT
EXTEND END SHINGLE
AT LEAST 12" (305 mrn)
BEYOND VALLEY CENTERLINE
FOR MAXIMU~~ WIND
RESISTM~CE ALONG
RAKES, CEME/H
SHI~JGLES TO
UNDERLAYMENT AND
EACH OTHER It~ A 4"
(102 mm) WIDTH OF
ASPHALT PLASTIC
ROOF CDAEtH,
PLACE SHINGLE 3/8"
(10 mm) OVER EAVE
AND RAKE EDGES TO
PROVIDE DRIP EDGE
CARRY UNDERLAYMENT
ACROSS VALLEY
CLIPPED COR~~ER SET
IN ROOFING CDAENT
T@A TABS OFF ALL
STARTER COURSE
SH!~~GLES, THEN
PLACE AND rMIL AS
SHOvVN, 3" TO 4" (76
mm TO 102 mm)
FROM EAVE
RU~~ STARTER STRIP AND FIRST
SHINGLE COURSE Ot~L Y ACROSS
VALLEY 12" (305 mm) Mtr'~tMUM
TRIM 6" TO 7" FROM END
OF FIRST SHlr~GLE
5 HIP AND RiDGE
SHINGLES TRI/AMED 2" (51 mm)
BACK FROM VALLEY CENTERliNE
USE GAF HIP & RIDGE SHINGLES, OR CUT HIP & RIDGE SHII~GLES FROM THESE FULL SHlr~GLES, AJW i'>PPL Y AS SHOvW~,
POSITION UPS AWAY FROM PREVAIW~G WIND DIRECTION
I~
CUT SHINGLE TO fAAKE
TIIRtE 12" POS n'1m) )(
12" (305 mrn) HIP &.
RIDGE SHlt'JGlES FROM
EACH STRIP
/ BEllO HIP &
RIDGE SHIUGlE
CHITEPED OVER
HIP OR RIDGE
-------
COVER NAILS
,'-11TH CEf,IEIH
TAPER FOR BEST
ARPEAPAIKE
APPLY Ij,PS
A\\A y FPO!,~
PRE\'AIUWJ
WIIID DIRECTION
CEtHER 20" (508 mm) WIDE NON-CORRODING, Nm~-STAINING 24
GAUGE Iv1ETAL IN VALLEY, MINIMUM 4" (102 mm) U~JDER SHINGLES
ATE A VE
~,AIL 5 5 ;8"
(143 r'-"11)
ABOvE BUTT.
," (25 mm)
FROM EDGE
5" (127mrn)
EXPOSURE
9 VALLEY CONSTRUCTION-OPEt~ CUT
",.. -. -'-"' ._-,_._-,,.........,,..~'-_..~~_~M-'a''r.F'.~,....4r.~..'t'IOi~loII"~~W~:7'~~p~~.'~
8d COMMON NAILS @ 6" O.C, EDGES &
8d COMMON NAILS @12" O,C. ItnERMEDIA TE
1310X2 1 /2" LONG GUr~ r~AIL @ 4" O,C,
EDGES & 8" O,C. INTERfAEDI ATE
,120f-lX3" LONG GUN NAIL @ 4" O,C,
EDGES & 8" O,C, INTERMEDIATE
,1130X2" LONG GUN NAIL @ 3" O,C,
(STAGGERED) & 8" O,C, INTERMEDIATE
,0990X2 1/4" LONG GUI J NAIL @ 3" O,C.
EDGES & 6" O.C. ItHERMEDIA TE
j
LU
I
. . 0... ~lLil"--
~ ~LULU~u>
..J~~CDct)
Z OQ):5CDl..D
CIS UZct)-1~
_ ,LU <n1L,u.
6614 LU ...J <{ '''''
lU UJ >~Cl-lLi
m m... Uct)~~
:tj 'tr:
+ + +
+ + +
+ + +
,~ .L
D
CEtHER FULL WIDTH
ROLL OF WEATHER
WA TCH@
OR STORM GUARD@
LEAK BARRIER (6"
(152 mm) END
LAPS) I~~ VALLEY
CONVENTIONAL FRAMING
SECURE THE METAL
FLASHING WITHOUT
PUNCTURING BY
PLACING ROOFING
NAILS EVERY 12" TO
18" (305 - 457 mm)
ALONG EDGE, DO
NOT NAIL THROUGH
METAL VALLEY
--------
SIMPSON H3 TIE
EMBED
SHINGLES It~
ASPHALT
PLASTIC
CEMENT IN
VALLEY
NEW CONT, 2x4 SECURED
W/2-3" DECK SCREWS
PER EXISTING RAFTER
TRUSS
(TYP)
ROOF
SHEA THING
TOP OF
VALLEY 6"
(152 mm)
WIDE
BETWEEN
SHlt~GLES,
SPREADS
1/8"
(10mm/m)
PER FOOT
TOWARD
EAVE S
SECTION
@ VALLEYS
JOB NO:
ST
AUTOCAD
2000
DRA\VN BY:
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