Plans 1830 Live Oak ln (vault) IM,
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PERIMETER MEMBER PURLINS(TYPJ
Wl
Genei Notes and Specifications: SCREEN Cri CABLE CONNECTION
rwl (SEE DETAIL 1 PAGET) PERIMETER MEMBE,
1. The loftialng structures ire designed tD be rneffled to block and wood ftline sbucWm of adequate
V ii. -a contractor/horne awwsW vwffy#Wft t"istructure Is In good ODWM-and HOSTSTRUCTURE
strucharal capedly.TI
Uil
of sulliclent stimP to h)W Ilm proposed addition. H GRT CABLE CONNECM
2. If ftwe In a question about On host shucturs,to owner(at Me am oVwm) I"an architect I'x2"(TYPICAL)
(SEE DETAIL 1 PAGE
engineer.or a cwdftd twarne Inspection cornpmy to vi hog struchisre caPi
GRADE
'no structures designed weling#k section stiall be I to a=*rim"an and uprigli Inight of W and
SIX CONNECTION
KiBRACING(OPTIM&)
(SEE DETAIL 2 PAGE 7)
a nmkmffn upi hi of W.Stiruclunse larger Ilvan Ili lmks shall how she specific engineering.
0
i y I GRAM
4. Speraiersifor. whiiiinseenrcafhoWftim#MV.For greater heighti convi engineer.
-t- T&WSMIZ K41RACING(OPTIONAL)
CABLE CONNECM
L The properstruclusal narrieforis clivallsivallortop ralll ofan enciosure le agkt Thus the I9M*ll0kWslW be
-6
V GIRT TM)
Interchangeable. (WE DETAIL 2 PAGE
fi. Screw$llsistpersabMi walan diannal of the super gutter MM ham ends dWW off IN 88f6tY Of dOOft PERIMETER WALLS AND SCREEN
STRUCTURE
f gutter and to hi of acraws dvvjgh the gutter into the fiseclas shelf be caullisid. FRAMING BMW
T
(TABLE 1.3 OR 1.4) NOTE.USE H2 FOR CABLE AREA CALCU
7. Section 7 ocintalins am InUft aid aftedwrient diabitis for pane and cwp)sft Panels.
L tw ALUMINUM BEAMS
i 7,11,,)�: head. TYPICAL MANSARD ROOF-ELWATION
(TABLE 1.1 OR 1.8)
L When using TEK scraiiiii In ku or s.Ms.,brigai saws must be used to cornpervade for drill
SCALE: lir 11i
9. An additional super gutter strap orfierrule Is required to be located row#w ffklPGW Of"bmn spacing.
H PUR:LlN
1: when a 2'
sl K4RACING pPnOi DIAGONAL ROOF BRACING oasii STRUCTLIRE
The slinspe may be adjusled tolliss dOftdt=l MftOrtd to%CMU"MWSUWWrOA
&"ad@ don not exist,
(SEE SCHEMATIC PLAN
ALUMINUM BEAM
1 10. Super or aidnisded gutter distalls am appkable to al wkift of super or wdruded gutters.and gutters may be
ALUMINUM COLUMNS SCREEN OW.) W
IV s, PAGE 7)
subsftztsd.Gutter straps andfor fiarndw&W be to wkhh of the holds and outside of ft super or
(SEE TABLE 1.1 OR I
CIABLE 1.3 OR I A) L
R extruded gutter respeolliiiiiiii
GIRT(Ti
It. ls3Wiiind nerib�ftsdo loin good repair,s3WP.Ti S*twwkHhofftfnda linalf PERIMETER WALL F9
SIZE MEMBERS PER CIABLES 13 AND IA
be added to the widalling K64seds by allaching the pVwood with M r i6d common nalle or(2)3
is Vis
A
This gives the e0welientolis 2"ifeacks. APPROPRIATE TABLES H
CAME SPACING DIAGONAL ROOF BF
K-BRACING(OPTION&)
SCHEMATIC Pt
TYPICAL FLAT ROOF-ISOMETRIC
ALUMINUM COLUMNS
4 PAM 7)
N.T.S.
(TABLE 13 AND 1.0)
SCALE. -
Geri Notes and S edificedws I&Section I Tables:
CABLE BRACING
GIRT(Ti
TYPICAL NOMENCLATURE FOR SCREENED ENCLOSURES:
DESIGN LOADII FOR BECTON i we from Ilise FLORIDA STANDARD BUILDING CODE
SIZE MEMBERS PER
EVosi 6; Mean Roof Halift V to 2(r Roof Slope Cr to I(r. H- MA)aMUM UPRIGHT HEIGHTS I*x2*CM.) APPROPRIATETASL
L- MAXIMUM BEAM SPAN WITHOUT KNEE BRACE.
Structures With Screen Roof&Wells
W�
(ADD HORIZONTAL LENGTH OF KNEE BRACE TO SPAN FROM TABLES)
Doi men SW- SIDE WALLS CAN 13E FRAMED WITHOUT TOP BEAM AND CAN BE SMALLEST TYPICAL MANSARD ROOF-I§
is _ftETRIC
mdvi Roaft Waft
E)(TRUSi ALLOWED BY SPAN TABLES
T Nab I SCALE N.T.S.
N0102
W- SCREEN PANEL SPACING
90 M.i 10 to CONNECTION DETAILS AND NOTES ARE FOUND IN Tlilq�SUSSEOLIENT PAM&
100 It" 10 10
CONNECTION DETAILS AND NOTES ARE FOUND IN SUBSEQUENT PAGES.
llom"
10
120 M.P.H 14
131
10
is
0
1 150 M.P.1i I
is
Note 1: Per Note Z Takile XNM4 or,paragraph 180822.3
VsT;
is
Note 2:from Table 2002.4 and Nab 2
i; V, Nab Where Possible,vatisse ham bow reduced by 0.77 for livarricarse zone considereftL
V;
CNwandon Tabis,IA Wind Zone Corwanslons
Or Scram Wag Frai Mernbers
A P�FP R 0 V E D
Frml=MPHVRWZombOftn
CITY OF tATLANncBEACH
�JVN IhW Zone APOW
DWWcdm BUIL�)ING OFFICE
MPH LOW#1 ft Ft. v v
1108,100 10 1.12 1.18
Pit
110 11 1.05 1.13
AJAN 13 2004
120 14 1.00 1.00
13D Is OAS 0.94
an
"o
150 21 PO=X ! am
BP
Corwervion Table iB"Allind Z"Cormnione G~and Bar Mating Beern
Screened Enclosure Ona,Sidaii Pwodw Side
Fnxn 120 WH Vi ZAM It,00i 1128ollifiRlodliesm
Ai APPl@dlaWbr8�PAdRw L;r.;.loftClFt.
Vi Ziine Leak For no - v Bwx"v
(11" Sold 102 Screw w Susan pAd am
Dow SPM(it)
17
W Sq.FL) G 12 114 116 118 20 22 10112JU 10 18 120 122
9011 19 Uil As 1.06 las 1.011 1.05 1.111 lAo 11.00
A I X IIJY711.07
.0 1.03 lies 1.03 1.03 1.03 IA
110 23 1.0111 1.04 i.04
W
in 28 1-1 1.00 1.00 1.00 1.010 1.00 1.00 1.00 i-I.-Oorl.-w-l-w 1.0011ADilm.
- - THE DESIGNS AND OANS SHOWN ON ni
13D 32 0.07 cjs ois am om oiss am om oia OF UF 0.97 ow 0.97
r--M--T-3? "4-025 M M 0.96 0,26 M om Tim- BASED ON THE LOA(blREQUIREMENTS F*Tk&l�
r-i-SD-r-4-3 0JT`0i OM am 093 BUILDING CODE 20%IEDITION.
L.94
-!a OJT am am
V,
Y
JOB NAME:
I v
L
Is
41
vi,
DRAWING FOR ONE-WRMIT ONLY
V!il
IT ..T
T IN—zl;g
J�
PURLIN"P.)
PURLJN(TV.) SCREEN"P.)
I W
PURLINS(TYFp)) CABLE CONNECTION
W
SCREEN M.) (SEE DETAIL 1 PAGE T)(TYP-)
fj� (Typ))
SCREEN
CABLEC 1M GIRT(M.)
VNN6&
(SEE DETAI
L 11FPAGE 7)
Vx r(TYP-)
'1J,"k r H
H (SEE TABLE 1.3)
_E
ALTERNATE&ftffi 17w
(SEE TAM E 12)
GRADE
H
rx r c".)
(SEE TABLE 1.3)
GRADE
CABLECONNECTION L v
(SEE DETAIL 2 PAGE T)(TYP-) CABLE CONNECTION
CAME COp#aCTION
(SEE DETAIL 2 PAGE 7) .......
K-BRACING(OPTIONAL) (SEE DETAIL�WAGE 7)(.Typ')
aw.)
GIRT(TYP.) TYPICAL TRANSMSE CABLE ROOF-ELEVATIM
VORY POOL ENCLOSL
TYPICALLTWO
JI
TYPICAL DOME ROOF-ELEVATION SCAM 1/8"m V
RISERWALLWHERE ROOF
SCALE 118
SCAM 1/6' Vr
REQUIRED
RISERWALL*HERE DUSTING STRUCTURE PU"
G STRUCTURE
EMSTIN
tw, REQUIRED saE MEMBERS PER
ALUMINUM BEAM(TABLE 1.1 L W
1W1
ALUMINUM BEAM
PURLINS VNIP-) LATE TABLES OR 1A)
APPROPR
(TABLE i.1 OR 1.8)
DIAGONAL ROOF
L DIAGONAL&*kCING(SEE SCHEMATIC PLAN (WE TABLE 1.3 OR 1.4)
PERIMETER WALLS FRAMING
LAN PAGE T) (SEE
SIZE MEMBERS PER
SCHEMATIC#L
TI PAGET)
LES
APPROPRIATE TAB
H
CABLE 13RACOG
41'r H
a
Tg K43RAONG
(OPTION&)
H
K43WM(OPTION&)
K-BRACING(OPTIONAL)
Jl��' a%�, CoLumsaw.)
SCREEN(M.)
(TABLE 1.3 OR i A)
SIN
GIRT(TYP
GIRT cm.)
V x r(TYP-)
SW SCREEN(TYP-)
SCREEN 9YP.)
11 x r
COLUMNS cryp.)
ALUMINUM
7L PERIMErERAWALLS FRAMING PERIMETER WALLS FRAMING CAME BRACING *NPICAL NO
(TABLE 1.3 OR 1.6) ismusuouAWIA) (TAKE 1.3 OR 1.4)
fi'i
ALL ROOF TYPES
ISOMETRIC
ISOMEMC_ TYPICAL TRMSVERSE GMLE ROOF: SCALE: N.T.&
TYPICAL DOME ROOF SCALE' N.T.S.
CONNECTION DETAILWMD NOTES ARE FOUND IN
SCALE: N.T.S. CONNECTION DETAILS AND NOTES ARE FOUND IN THE SU13SEQUENT PAGES
PERIME MEMBER
IT
L
PURLINS(M.)
A--t I
T w SCpEENmP-) - CAM CONNECTION
ALUMINUM"EM (SEE DETAIL I PAGE T)
S CABLE CONNECTION (TABLE I.,W ta)
5w 7)"P.)
WE DETAIL I PAGE
H
x r(TYP.)
(WE TAM 1.3)
GIRT
� V: GIRT
Vxrm" CAME CONNECTION
A (SEE TABLE 1.3)
(SEE DETAIL 2 PAGE 7)
GRADE K-BRACING(OPTION&)
CABLE CONNECTION SCREEN OW-)
3
TYPICAL MODIFIED HIP ROOF-ELEVATION
k (SEE DETAIL 2 PAGE 7)M-)
SCALE: iff 1'4r
T"ICAL GMLE F ELEVATION
SCALE:
ifir 1'4r ALUMINUM BEAMS
'TRUCTURE
I OR 12)
L (TABLE 1.
EKISTING STRUCTURE PURUNS -Wi
L RISERWAVILWHERE
A REQUIREd)
ALUMWJWWM
A,
(TAME j.(I(pR 1.3)
4
ggl
T (SEE
v H
SCHEMA7W
j: � , i, PLAN-PAGE 7)
H
fj,
K
ALLMINLOCOLUMNSTYP.
(TABLE I JOAND 1A)
kL)
K-BRACING(OPTKWAL) GIRT OW.)
SIZEMEM GIRT(rYFP)) sw
BERS PER
sw CABLE BRACING
!IT
APPROPRIATE TABLES
(pp.) ALUNNUMCOLUMNS PERIMETER WALLS AND
q
SCREEN
(TAKE 1.3 OR 1.6)
FRAMING SIZES
PERIMETER WAI.LS FRAMING CABLE BF@WNG
SmE MEMBERS PER (TABLE 12 OR 1.4)
iq
(SEE TABLES 1.3 AND 1.6) APPROPRIATE TABLES
j
1311
.31
Ig-3)
it
In
P-)
SW
P.)
ISOMETRIC
MODIFIED HIP ROOF
TYPICAL GABLE RO)F-IS IMETRIC SCALE:N.T.S.
SCALE: N.T.S. CONNECTION DETAILS AND NOTES ARE FOUND IN THE SUBSEOUENT PAGES-
CONNECTION DETAILS Am NOTES AM FOUND IN THE SUBSEWENT
INN"
I LLEI:
V,
ALTERNATE SLOPED BEAM
r x r UPRIGHT OR LARGER
MINIMUM POST SIZES r xr UPRIGHT
REQUIRED FOR EACH B
31,
llxr SNAP SECTIONS
7 SIZE(SEE TA13LE 1-6)
A7TACHT0 r x 2"Wl
OPTIONAL POSITION OF TOP #10 x JAIT S.M.S.0 2C O.C.
SECTIONS OR r x 3*(4)
c, PAL'A OR CONTINUOUS SNAP
1"x 2'
1'x 2*SNAP BE SPLINE GROOVE SECTION
ATTACH TO r X r Wl — — — — — — — —
rxrORrxff'
Tj�
SELF MATING BEAM #10 x 14rZ S.M.S.0 21C O-Q r x r PURLINS ATrACH TO
OR CONTINUOUS SNAP
BEAMS WITH(3)mo x i-im
BOSSES
SECTIONS OR r x 3"(4) S.M.S.INTO SCREW
J*x r SECTIONS SPLINE GROOVE SECTION
Pit
ATTA(>IEDTorxrwi
r x r MAY BE ROTATED TO
#10 x i-lir II.M.S.0 2,r O.C. rxr
AND I"x r MAY BE ACCOMODATE SCREEN rxdrs.
OR coicnNUOUS SNAP
RO'rATEI)T 0 FREE C CEWME
�jj SCPEMEN ALTERNATE FLAT ROOF ON
SEcncNSORrxT(4) S.
�,q i BEAM OVERLAP CONNECn
SPLINE GROOVE SECTION ORGUSSET rxo"s,
— — — — — — — — — — -
Firs
rxrs,
rx r OPEN IMM FASTENED FLAT IMF
ALTERNATE
TOPOSTIW(2)#IOXI-Ilr — — — — — — -- FASTENER SM NUMBER AND
f S.M.S.
PATTERN(SEE TABLE 1,6)
FASTENER SIZE.NUMBER AND
NUMBER
SELECT FASTENER SIZE�-
AND PATTERN
PATTERN(SEE TABLE 1.6)
h M
(SEE TABLE 1.6) A 7t
Pp
r x r pURm IS ATTACHED TO cc 81
BEAMS 1NI(2)#10 x I-11r
S.M.S.INTO SCREW BOSSES r x 3"HOLLOW OR SNA? x
X X
al, SECTION
4K
SUGGESTED SCREW PATTE FOR 2"xr OR LAF
3w UplaGHT CONNECTION DETAIL(R&LL—A-Pj
2w x 4"BEAM TO 20 x
SCAtLk- 7 11-V
DETAIL,(PARTIAL LAP)
SCALE:r l'-W
SLOPING BEAM TO UPRIGHT CONNECTION
r 1,4r
SCAM
-J1,
A
#6 x 3W WASHER HEADED
i-W
CORROSIVE RESISTANT
SCREWS AS SHOWN
(SEE TABLE 1.6)
1,x r SNAP SECTIONS
ATTACH
TOrxrWl
#10XI-11TS.M.S.ow O.C.
OR CONMUOUS SNAP
SECTIONS OR r x r(4)
SPLINE GROOVE SECTION
J, 1"x r SNAP SECTIONS
ATTACHTOrxrWf
#10 x I-lir S.M.S.a W D.C.
:Soo CIA*
OR CONTINUOUS SNAP
SECTIONS OR r x r(4)
SPLINE GROOVE SECTION
BEAM mOTCHEO AROUND
CON71NIJOUS r x r OR(4)
SPLINEGROCVE7x3*
ALTERNATE FLAT ROOF 1-x r OPEN BMX FASTENED
lj� To POST Wl(1)#10 x 141r
S.MA.
— — — — — — — — — —
th
t
ALTERNATE FLAT P
4
— — — — — — — — — — — -
GUSSETT PLATE OMV OR
0
z
GREATER EDGE OF E)asTiNG UPRIGHT
H E MINIMUM POST SOBS x
I i �:L 11, SM NUMBER AND
REQUIRED FOR EACH&EAM FASTENER
PATTERN(SEE TABLE 1.6)
SIZE(SEE TABLE TS)
EXISTING r x 3*OR LARGER
ly
FASTENER S=NUMffiR AND
PATTERN(SEE TABLE-110)
T.-A L
2-xr OR 2"x r SEAFA TO 2"x 3"UPRIGHT CONNECTION
T!r-7 pn�T
AMMON OF 2" 2"TO EMSTING r
wITH GUSSET PLATE DETAIL(FULL LAP)
DETAIL ff gLLL-A--Pj
rl x 6"BEAM TO 2"x 3"UPRIGHT CONNECTION SONLE.r-v4r
SCALE:r-l-(r
SCALE.r l-W
i� -1v
41P
'T
114 j��
INTERNAL BRACING:
To SLIDE OVER iw*x 1,V4*x 0
CUTSEAMS
x PURLINS ATTACHED EACH EXTRUDED ANGLE
2 OTHER OR PROVIDE
ADDITIONAL FASTENING. TOBEAMWIMIN. (T-6 ALLOY)
GUSSET PLATE(INSIDE OR
EXISTING 2 (3)#I0xI4/rS.M-S-
J rNt
NILIMBER OF FASTENERS PER
DUTBIDE BEAM)SAME
SW MATINS41EAM
TABLE 1.8 EXCEPT ALL THIMESS AS BEAM
SHADED UrATIONS SHALL
N1 .8.10'O.C. GUSSET pLATETO BE SAM
BE FILLED MINIMUM OF ALL flo x 3 ur Sw THICKNESS AS BEAM WEB
WTERLJocATmS
0
(10)#5 x 1jr S.M.S.EACH SIDE
OFBEAMIPOST
SECTIONS
1"x2*SNAP
ATTACH TO Z*X 2'W1 p VIEW
LAN
-IjrS.M.S.024"O.C.
SNAP (PER TABLE 1.6) SCALE.r 1'4r
SECTIONS�
j:IoxI MINIMUM SPACING
OR CONnh=,,
OR .3-(14)
SECTION
SPLINE GROOVE
DETAIL
TypicAL sax PLATE CONNECTION
1'4r
"A
SCAM ?
0
T
!Ai -7
is CONNECTION"ATEINISIDE 0 or
BEAM)OTHER OR CUT FOR
Afli PROPOSEDW X T x 0-05(r GUSSET PLATE CUT BEAM TO 0
SMOOTH S&E DOWN SLIDE OVER EACH
F T
A
")K-lr GUSSET EACH
-W� ,Jq,,
r x 2,V4
-S' S itz -'4, ip Pow AND BEAM W1 6
SIDE OF
5P 06 x Ire S.mw-
EXISTING 2r)x 4�
AND
-N, FASTENER SIM NUMBER
'4
%EE TA13LE 1-6)
w SPACING CS
Vki� ISOMETIM VM
"AP
SCAM N.T.S.
'Znv
BEAM BRAC!ft DETAILS(FOR SPJ
pLATE CONNECTION DETAIL-MANSARD ROOF
4
LATERAL
TYPICAL SIDE
x 6"&K-13.
ADDITION OF 2"x
r TO E)asTI—NG—2 SCAM r
SCAM 2 -V-W
r SPLICE U=Tm 114 TO 113 STRAM SUPER OR Ma
BEAM SPLICE SHALL BE MIK
BEAM SPAN STAGGERED
41L BEAM HEIGHT MMS IW AND EACH SIDE OF BEAM
2 x(d--50r)LENGTH 2 x(d.OAr) RE
d HEIGHT OF BEAM d4w ld-toffr
...............,
CONNECTOR MAY BE(2)
Elf,
ANGLES.INTERN&%P
0
CHANNEL OR EXTERNAL V .. . . . . . . .
2 SPACING 2
!j, CHANNEL EACH SIDE OF T—
d SETr%PACING
CONNECTING BEAM W1
4� PRIMARY BEAM d-.Sr
T.0�'!, SCREWS(PER SECTION 9)
(SEE TA13LE 1.1 OR 1-8)
.. . . . . . . . .
MINIMUM NUMBER S.M.S.0 STRM LOCATI
ON FORMPER OR MMU
11- 4-� 3W LONG REQUIRED EQUAL
SCALE: iW f4r
TO BEAM DEPTH
(SEE SECTION 9) FASTENER SIM NUMBER AM PLATE CAN BE INSIDE OR
DENOTES SCREW PATTERN
t
NOTE' SPACINGPMTABLE1A)
OUTSIDE 13EM OR LAP MIT
NUMBEROFSCREWS
CAPJVER BEAM &jZS"AM W1 INTERNAL NOT
(SEE TABLE 1.5) SCREW q&SSES MAY BE
CONNi W/(3)#10 x 14rt TyprAL 13EAM SPLICE DETAIL
INTERNA10,y SCAM 2' I'-W ALTERWTE
TRANSft
UPRIGWfr
I Uv.
ER BEAM TO BEAM CONNECTION DETAIL
CARRI
SCALE:r
Jill
r OR
7 I"xrORrxrATTACHED SUPER
EXTRUDED
�i 14 GLqTER
0/$ 1
TOWALLW/010xrSIA-S-0
Ir O.C. 9
PRIMARY OR
CARRIER BEAM
(SIZE PER TABLES) 0
SCREW PATTERNS MAY VARY
(SEE TABLES OR NOTES FOR
SIZE AND NUMBER OF
SCREWS)
HOST STRUCTURE MASONRY
BEAM CAP
4"
OR FRAMED WALL(SELECT
FASTENERS FROM SECTION 9
26'
4
0
TABLES) SELF ARATI
-4 NG 096!MONNEen N TO SUI
W", SCAM Z'x I'-W
13EAm To WALL CONNECTIO I DETAIL
-0,
SCALE:7
j
21,
COMPOSITE EAVE RAJL Wl
2x 2"FASTENED TO BEAM I
z SELF4AATING BEAM UPRIGHT W/(3)910 x 11-1tr
(SIZEVARIES)
S.li MIN.INTO SCREW
SEAM-SCREEN ROOF
114*xr LAG SCFEWS Q 24* BOSSES. I'xr ATTACHED SELF MATING BEAM
FASTENING TOrx2*WI#10x 11-1112"S.M.S.
i O.C.OR#lOx2"!WREWSQ POSTTO BEAM (SIZE VARIES) POSTT
(SEE TABLE IA) Q 2C D.C. CONTINUOUS r x 0
Al 12"O.C. 0 (META
7 SNAP SECTION FASTENED
TAIL CUT OFF BEAM
THRU SCREW BOSSES Wl(3)
t -M r x r ANGLE WIT14(4) S.M.S. HOLLOW SECTION FASTENED
lE POST
:SUP:M
I _��9 MIN.#10xl-ilrORrxT SCREEI
JOPTli
WAY FJ
U:OR(SEE SECTION 9 FOR SCREW 314*FERRULE WITH 3V x Ili Twu SCREW BOSSES W/
V
w (SEE T.A
SIZES)EACH SIDE TO BEAM LAG SCREWS 0 EACH BEAM #10 x 11-11jr S.M.S. 4511
TO SUPER GUTTER MAX DISTANCE FROM FASCIk
t_ SCREEN(MAYFACE REOUIF
'CHANNEL TO HOST STRUCTURE WALL GTH
RECEIVING ::ii
i, 2� IN OR OUT) MINIM
2-1fir x ll'Wf(2)#8x 112'S.M.S. 36"WITHOUT SITE SPECIFIC E CONINE
EACH SIDE OF BEAM ENGINEERING -4W
$ik 110 IF KN
IRS m
FASCIAANDSUBFASCIA N, KNEE
LENG
SELF MAIM BEAM AND SUPER OR EXTRUDED GUTTER CONNECTION
M r SCREWS(SEE BE
SCAM r 1*4r 9 FOR SCREI
N S=)
REQUIRED KNEE BRACE =TV/ HOST STRUCTURE
lWxrLAGSCFEWS024, ROOFING
MININUM SIZE AND
O.C.OR#10xr3CREWSQ
CONNECTION(PER TABLE 11.7)
(2)2-SCREWS(SEE BECTON
112"O.C.MIN.AND 7)a EACH
USE ANGLE EACH SIDE FOR 9 FOR SCREW SIZES)
STRAP SL43ER OR
2*x2' wil EXTRUDED
H�OUDW GUTTER MAX DISTANCE TO r STRAP-LOCATE AND
OFrnONAL 1"x 4r OR r x r 119V BMT 0 2C O.Q MAX
FASTEN PER STRAP
HOSTSTRUCTURE
FCR SCREEN WITHIN 6*OF EACH POST ———— WALL 3(r WITHOUT LOCATION DETAIL PAGE 4 44- a
FASTEN r X r POST Wl(3)
SITE SPECIFIC
EACH 010 S.M.S.INTO SCREW
FASCIA AND SUB-FASCIA
ENGINEERING
SPLINES
r x x li STRAP Q
SELF-MATTNG r x 7 ANGLE WITH(4)S.M.S.
—EACH BEAM CONNECTION r STRAP-LOCATE AND IF KNEE BRACE LENGTH
SUPER OR I
BEAM
SUPER\OR FASTEN(DETAILS PAGE 4) EXCEEDS TABLE 1.7 USE (SEE SECTION 9 FOR SCREW
Q 112 BEAM SPACING W/ SUES)li SIDE TO BEAM
AND EXTRUDED
11 (SIZE VARIES) EXTRUDED (2)#8 x lir S.M.S.PER STRAP' x 7 x ii ANGLE W1(4) CANTILIEVERED BEAM TO SUPER OR EXTRUDED
GUTTER
GUTTER CONNECTION DETAILS
OR -------
ANGLE,INTERIOR MAX DISTANCE FROM FASCL* S.MS.(SEE SECTION 9 FOR GUTTER
KNEE BRACE ATTACHMENr 6"
EXTERIOR RECEIVMG
R V! TO HOST STRUCTURE WALL SCREW SIZES)EACH SIDE TO
ABOVE TOP OF GUTTER MAX
CHANNEL(SEE SECTION 9) 3r wrrHour SITE SPECIFIC BEAM TO SUPER OR
ENGINEERING EXTRUDED GUTTER
SUPER OR W(TRUDED GUTTER SUPER OR�W)GUTTER
RISER(OR TRANSOM)WAL
SELF MATING BEAM CONNECTION TO SUPER OR EXTRUDED GUTTER RISER(OR TRANSOM)WALL CM FASCIA-DETAIL I --KgDFASCIA DETA4,
SCAM 7-1*4r SCALE.r
SCAM 2*-1'4r
J
COMPOSITE r x r EAVE GIRT
BEAM-SCREEN ROOF
SCREW INTO 2*x-FASCIA OR 2 x 6 BEAM-SCREEN ROOF 0.05(r H-CHANNEL
SCREWSIZE WITA
IF NO SUB-FASCIA INTO
OR GUSSETS
(SEE TABLE 11.1i
RAFrERTAILS
POST
2"WIDE x li(141111 STRAP
(SEE TA
SPACING Pli LOCATION FASCIA POST
wm
DETAIL PAGE 4 SCREEP
(SEE TABLE U) id
4W:I:
WAY RA
SELF MATING SEAM 4V:it
SCREEN
(SIZE VAMES) (MAY FACE IN ORovn REQUIll
fA
k MIN
IF KNEE BRACE LENGTH
EXCEEDS TAM 1.7 USE
IF
CANTILEVERED BEAM
Al
LEN
CONNECTION DETAILS
KNEE
SUPER OR
21 SCREWS
EXTRLOED (2)
(SEESECTMO )RSIZES) HOSTSTRLICTUI
GUTTER tE
ROOFING
r STRAP-LOCATE AND
Nwar
1"x 2'x li P.T.LUMBER FASTEN PER STRAP (2)r LAG SCREW
S
THAN 113 OF BLOCIalli Wl li BREAK LOCATION DETAIL PAGE 4 (SEE SECTION 9 FOR SIZE)
V, 0 0 GUTTER HEIGHT FORM CAP OR I'x 2'
(ALLOWABLE ONLY W/ROOF REQUIRED KNEE BRACE
r x r ANGLE Vf/ 4)S.M.S
TO MINIMUM SIZE AND
'�Q
ANGLES LESS THAN 23'UP 2STRAP-LOCATE AND
EACH SIDE TD BEAM TO CONNECTION(SEE TABLE 1.7) FASTEN PER STRAP
5'IN 12-ROOF SLOPES)FOR
SUPER OR EKTRUDED LOCATION DETAIL PAGE 4
ROOF SLOPES GREATER KNEE BRACE ATTACHMENT Ir f
GUTTER
SUPER OR
W THAN WIN Ir USE Ifir x 2*x ABOVE TOP OF GUTTER((MAX)
EXTRUDED FAS04A AND SUB-FASCIA
RECEIVING CHANNEL *ANGLE AS REQrJIRED 'ER
2-lfirxl"W/(2)#Bxllr 2"x r ANGLE WITH(4)S.M.S. oun
S.M.S.EACH SIDE OF BEAM MAX DISTANCE FROM FASCillik (SEE SECTION 9 FOR SCREW r x r ANGLE WITH(4)S.M.S.
TO HOST STRUCTURE WALL SIZES)EACH SIDE TO BEAM SECTION 9 FOR SCREW
SUPER OR
24WITHOUT SITE SPECIFIC TO SUPER OR EXTRUDED TO
EXTRUDED
'HOST SIZES)EACH SIDE TO BEAM
ENGINEERING GUTTER TO SUPER OR E(TRLIDED GUTTER
WITHOUT GUTTER
FASCIA AND SUB-FASCIA
SITE SPECIFIC
T�
ENG14EEMG
4W*
GTH IN OR
E
CO'
LlEiN 3'
coNNE
tE
G
SUPER OR EXTRUDED GUTTER D GUTTIER
SUPER OR
RISER(OR TRANSOM)WAL
DETAIL 2 DETAIL
MIER(OR TRANSOM)WALL 0 FASCIA
9ft FASUIA
SCALE-' SCALE. 2 -V-11i SCAM 2*%11..Cr
17
A�
All NOTE: COMPOSITE 7
MINIMUM POST SIZES ARE
BEAM-SCREEN ROOF
REQUIRED FOR EACH BEAM
SIZE(SEE TABLE 1.6) BEAM TO MIN.
(SEE TABLE ti
omm
Hk>LANNEL
SELF-MATING BEAM 00
OR GUSSETS
(SEE TABLE 1.1 OR 1.8)
Ij
2x T COMPOSITE EAVE GIRT
(2) SCREWS(SEE SECTION 9
FOR SCREW SIZES)
4W*
Ji!
FASTENERS SIZE,NUMBER r x—"x CAW STRAP a
so AND PATTERN(SEE TABLE 1.6) 9ACH BRACE CONNECTION 6.01
00 AND 6 112 BEAM SPAN W1
IF KNEE BRACE
EXCEEDS TABLE I.TUSE POST SIZE(SEE 1.3 OR 11.6) WO X 1/2'S.M.S.PER STRAP
CANTLEVERED EIEAM FAWM THRLI MEMBER INTO
CONNECTION DETAILS SCREW BOSSES W1
-112"S.M.S.
(4)#10 x I
LENGTH OF
KNEE BRACEE 14
4h 11"Y' r LAa SatEWS
y 7
MINIMUM CANTILEVER BRACE
(SEE SECTION 9
HOST STRUCTURE ROOFING 2*xr
r x r x 0JW OR EQUAL TO
FOR SCREW SUE)
r STRAP LOCATE:AM POST SIZE USE(BRACE
DEPTH+1)REQUIRED
FASTEN PER WRAP
'It i :; i NUMBER OF#10 x SMIr S.M.S.
LOCATION DETAIL PAJ3E 4
EACH SIDE
SUPER OR
ALTERNATE LAG SCREW AND
BEAM TO WALL CONNECTION
SOFFIT EXTRUDED
FERRULE WE SECTION 9)
GUTTER
r x 7 ANGLE WITH(4)S.M.S. 0 SUPER OR ANGLE(SEE SECTION 9 FOR
EXTRUDED MAX DISTANCE TO SIZE AND NUMBER OF
i lltl (SEE SECTION 9 FOR SCREW 0 RECEIVING CHANNEL HOST STRUCTURE WALL
GUTTER
it �t#1 — ITH(2)08 x Wr 31r WITHOUT SITE
SIZES)EACH SIDE TO BEAM SCREWS)ANGLE LENGTH
0 12-lffxl*W
st TO SUPER OR EXTRUDED SAW.EACH SIDE OF SPECIFIC ENGINEERING EQUAL TO BRACE DEPTH
MAX DISTANCE TO PLUS(4),V ATTACH EACH
GUTTER CHANNEL TO r x r
HOSTSTRUCTURE ANGLE TO FASCIA PER v
-FASCIA WALL 3r WITHOUT SECTION 9 WIDTH P&QUIR OVERKM
FASCIA AND SUB BRACE
SITE SPECIFIC FOR Qkn7ER
DIMENSIC
ENGINEERING
SUPER OR EXMILIDED GUTTER
Tt
MIER(OR TRANSOM)WALL it FASCIA-DETAIL 5 *M-MUCTURAL BRACE CONNECTION TO SUPER OR EXTRUDED GUTTER CANTILEVERED BRACE CONNECTION L0.0WALL AND FASCIA I
SCAM-r-l'-W SCAM r-l'-W
SCAM r l-V
At
EJ g-
NCYTE*
1 0.017 H-CHANNEL OR GUSSETS
V IF HEIGHT FROM GUTTER TO
tt: t'4, COMPOSITE 2 x 3 EAVE RAIL
BEAM IS GREATER THAN 1*4r
It A KNEE BRACE IS REQUIRED
BEAM-SCREEN
ROM POST TO BEAM FASTENING
IL
(SEE TABLE 1.6)
6 go SCREEN
m q — (MAY FACE IN OR OUn
S2
REQUIRED KNEE BRACE
MINIMUM SIZE AND
CONNECTION(SEE TABLE 1.7) Go's
ATTACHED NO MORE THAN 6'
Y ABOVE TOP OF GUTTER
g'OLEN
see
W;MC
x
FAIIIAMM SM NUMBER AM
(3)#l0x2ll2"S.M.S.@ bumw*rm
PATTERN(SEE TABLE 1.6) RAFnut TAILS OR r o.c.MAX
w/r x Er SUE1 FACIA
Jllu'j (2)ANGLE STRAPS OR
HOST RE RDO:�%\
FERRULES RE
4
(2)r LAG SCI
(3)#10xl/2'S.MS.EACH
e, 1JEWS(SEE
SEECTION 9 FOR SCREW SIZES) CONNECTION
AND
r STRAP LC=TE:
FASTEN PER S
0
LOCATION DETAIL PAGE 4 SOFFIT
8 P OR
T x r x OMW ANGLE EACH
SIDE(3)EACH 08 S.M.S.EACH 0
LEG INTC)IK)ST GUTTER 0 RECEIVING 0 NOi0H AN
OVER
(9)#12 x llr TEK SCREWS
BEAM ANGLE PROVIDE 0AW
THROUGH ANGLE INTO SUPER &PACER Q RECEIVING
GUTTER MUSTREM4
HOSTSTRUCTURE
OPTIONAL&V LAG SCREW CHANNEL ANCHOR POINTS 0
BEAM CAP(SEE PA3E 4) MAX DISTANCE TO ......
STRENGTH
AND 3W FERRULE WALL 3W WITHOUT 4 FASTENER SIM NUMBER AND
SITE SPECIFIC PATTERN(SEE TABLE I A) ANGLE-ANCHORS.AND r x 3'x 0.060"
FASCIA AND SUB-FASCIA
ENGINEERING RECIEVING CHANNEL PER
FAgrENER SM NUMBER AND
'PATTERN(SEE TABLE 1.6) #10 x aw SAL
BEAM AND UPRIGHT SECTION 9
BEAMS USE 0
IF KNEE BRACE LENGTH SIZES
EXTRUSION
FOR NUMBER
"'Y EXCEEDS TABLE 1.7 USE
(SEE TAME 1A AND 1.3)
It �P (SEESECTIM
CANTILEVERED BEAM
CONNECTION DETAILS
00
:it
SUPER OR EURUDED GUTTER
SUPER GUTTER TO UPRIGHT W"ANGLE CONNECTION DETAIL CANTLEVE D BRACE CONNE 94 FASCIA(END VIE
RISIER(OR TRANSOM)WALL 94 FASMA-DETAIL 6
SCALE: 2*-V-Cr,
SCALE: N.T.S.
SCAM 2 -1'-W
M
T
q I
J, PANELS I EU-MENTS HOSTSTRUCTURE
CONNECTOR MAY BE(2)
RNAL V
UNBRACED,BY HOST ANGLES,INTEI
STRUCTURE TO BE BRACED ELEMENTS BRACED BY CHANNEL OR EXTERNAL V
BY DIAGOWS IN DIAGONALS CHANNEL EACH SIDE OF
lk
PERIMETER PANELS(MIN.) CONNECTING BEAM WITH PRIMARY BEAM
ijj CABLE OR SCREWS M SECTION 9) 0 (,BEE TABU 2.1.1
ELEMENTS BRACED BY HOST 0 (5)#10 S.M.S.(MIk)
K-BRACING ANDIOR TABLE 2.1.2)
STRUCTURE CONNECTION CARRIER BEAM 0
Q (IN WALLS) Ifirx1-11rx8'FLAT
(SEE TABLE 2.13)
BEAMS AND/OR PURLINS
iJ
MIN.NUMBER&M.S.
3fO LONG REQUIRED IS
7"", ECIUAL TO OEM DEPTH
(SEE SECTION 9)
Al 0.13W PLATE OUT-%N
46'ANGLE
'14
0 SOALE..r v EYE-BOLT OR TURNBUQkLE
V)
FOR
CABLE TENSIOth
MGLEORREZWNG
If STAMESS STEEL(SEE
CHANNEL
r
PERIMETER F"ft
MEMBER
Z111,
1�;ICAL CABLE C0NNEC1n0N§jft CORNER-D
PRIMARY BEAM
SCALE 2 -VT-
MEE TAKE 2.1.1
AN00OR TAME 2-1 'oo'
kzo
3-WM4'
TYPICAL LAYOUT MIN.T
NOMINAL)SIM
BEAMS OR PURLINS
CABLE OR CABLE OR
K-BRACING K-BRACING BEAM TO WALL CONNECTION:
ON WALLS) ON WALLS) ,(2)r x r x OAW EXTERNALLY MOUNTED ANGLES ATTACHED TO WOOD WALL WITH MINIMUM -Wx
MIN.5d MIN.2
-1W CONCRETE ANCHORS TO CONCRETE OR
(2)3V x r LAG SCREWS PER SIDE OR(2)ig*x 2 ANCHORS
y EACH DIAGONA1.TO BE 2 x 2(MIN)ROOF DIAGONAL, :MASONRY WALL ADD(1)ANCHOR PER SIDE FOR EACH 04CH OF BEAM DEPTH LARGER THAN 3"
MIN.
EACH#10 S.M.11.(MIN.) BRACING AT CORNERS(TYP.) -MINIMUM(3)34r x 2'LAG SCREWS OR(3)11C x 2-114"CONCRETE ANCHORS To OR
CONCRETE
MASOMYWALLADD(1)ANCHOR PER SIDE FOR EACH 04M OF BEAM LARGER THAN 7
4 FASTENED EACH EN)W1(2) MEET WALL AT WALL (ALTERNATE)(i)i-3W x 1-3W x 1-3W x Ifir INTERNAL U-CHANNEL ATTACHED To WOW WALL vwm
(POOL ENC-OSURE SCREEN ROOF MAY BE FLAT,GABLE,MANSARD,DOME.OR HIP)
POOL ENCLOSURE DIAGONAL BRACING-SCHEMAM PLAN MEW CAMER BEM TO WALL CONNEC'nON TYPICAL CABLE CONNECTION AT%LA13 DETAIL-DE'
'Y
SCALE r 11-0�-
SCALE, 1/4"-l-(r SCALF-r-1'4r
CABLE BRACING SELECT ANC+M FF
General Notm;and Spedficallons:
I, J MIN.SHEAR W7#R
A EAVE RAIL AND 445f FOR lff C
1) The MowkV alml aP*Io#w kaMbdm of cabho es addkWW bracing tD DIAGONAL bracing for pad
CABLE 3V x I-11r 0
wbdounc ANCHORS QwIK)
a) FRCWWA.LCASMS-7x70R7xiOSTAINLUSSTM
j 4R'i
WETER VTOTAL
WALLAAEA
III 4r x 4"x 0.08r PLATE
V 233 Sq.FL I PAIR OF CABLES
r x r x 0.0W BRACE
445 Sq.FL I PAIR OF CABLES
TOIALWALLAREA-100%OF FRONTWALL+W%OF SIDEWALLS
EXAMPLE FRONTWALLAREAQ1W%(Vx32)- 256 Sq.FL
SIDEWALLAREA@ SD%(VxM- 80 Sq.Ft
TOTAL WALL AREA- 3MftFL
b)SIDE WALL CABLES-7 X 7 OR 7 x 19 STAINLESS STEEL
2500 P Si.'CC
_7=: 5 X IL-�N
233 Sq.FL x2 mb-460 Sq.FL>336 Sq.R4 tm bw setBof3W cabhw Is rowdW.
CABLE DbVAETER
SIDE WALL CABLE
CHAIR RAIL MwQR B
ONEPER233 FLOFWALL
PER 445 Sq.FL OF WALL
K4� ALTERMTE CABLE CONNECTIONS
SIM WALL.CABLES ME NOT REQUIRED FOR SIM WALLS LESS THAN Sq.FL
FOUN
SCALE-*r 1'07-
A
Tl� i4mlx i4om
STAINLESS STEEL CABLE'
CABLE CLAMP
0
Ile
"�A EITHER A OR B 46%41
(SEE TABLE)
1"xrx0.126"CLIPjkND(4) B MIN.(2)CLAMPS REWRED Nom,SEE GENERAL NOTES&
N
#10 x 3W S.M.S.EACM SIDE (TYP-) SPECIFICATIONS(THIS PAGE)
f
FOR CABLES 1W x I-1W EMBEDMENT FOR NUMBER OF CABLES
j EXPANSION BOLT 2C D.C. RECURED.
DISTANCE
SEE TAM 1.11 FOR
g" WELD EYE BMTS CLOSED
"P.) PECIUIRED QUANTITY OF SLAB 5(D)
I x 2 SOLE PLATE
1A
EYE-4
#10 x 3w S.M.&
ODA,
DETAIL i K-BRACING CONNECTION DETAILS
—9
SCALE.
SCALE.
jj
KK V;
A
ALL CONCRETE ANCHOR BOLTS TO BE RAWL EXPANSION BOLTS OR EOUIVALIENr
SCREWS OR THRUI-SOLTS
9) ....................... POST SIZE 2"x 4"MAX
(SEE SECTION
SECONDARY SCREEN
2*x2"xO.
r x(d-2)x OMT ANGLE V VARIES
PRIMARY r x r x 0.067
ANGLE e
EACH SIDE OF COLUMN(SEE (r S -d,VARIEP
HOWN)
"'R,'N ANGLE EACH SM SCREEN _a
t J: SCHEME THIS PAGE) #10 x 314"
(SEE SCH
1"x r 0.13.BASE PLATE(TYP.)
2-&r BRICK PAVERS M#10 x 3W S.M.S.EACH SIDE
I 1"x r E)CMUSION ANCHOR
CONCRETE W/
�g�q� TO THIN SET BETWIEEN MIN.
i i 1"x r O.S.BASE PLATE(TYP.) SECONDARY FROM I
CONCRETE ANCHORS WTI`HIN CONCRETE AND PAVERS
0 0 MIN.3-11r SLAB 250D P.S.I. 2x(d-2 )x0.06TANGLE
r MINIMUM EDGE DISTANCE COLUMP
Ir OF EACH SIDE OF EACH CONCRETE6xS-10x10 EACH SIDE OF
MN W/#10
O.C.MAX WELDED WIRE MESH Oft S.M.S.
41 4, 1 EDGE
POST AND 0 24 A
tJ
FROM E)(TIERIOR OF COLUM F(
SIELECT CONCRIETE)NCHORS FIBER MESH CONCRETE TO OUTSIDE EDGE OF SLA13 (SEE SCHEDULE THIS PAGE)
Z PIER SECTION 9
CONCRMANCHOR CONCRETEANCHOR
GRADE
(SEE SCHEDULE THIS PAGE) (SEE SCHWULE THIS PAGE)
POST TO PLATE TO CONCREM DETAIL
I-1w M11
3000 P.S.I.CONCRETIE GRADE
SCALE.r 1*4r NOTE:DETAIL ILLUSTRATES
ANCHOR
DETAIL ILLMSTRATES -1W(MIN.)CONCRETE
TYPICAL r xr S.M.B.COLUMN 2' r
NOTE
2"xrxO.OW ANGLE EACH TYPICAL r x C SJLB. ANCHOR EMBEDMENT CONNECTION
(MIN.) ((MIN.)
(MI (MIN.)SEE SECTION 9
COLUMN CONNECTION
SIDE ATTACH TO FOST AND
CONCRM 0 LOAD BEAFMG SIDE V1
WALL W/(2)MIN. SJW.S.(PER POST SIZE 2'x4"MAX(SEE SWEVIEW
CONCRETE ANCHOR THRU TYPICAI-I
TABLE) PRIMARY ANGLE SECTION
ji I SECTION 9)EkCH SIDE TYPICAL SELF MATING OR
PRIMARY r x r ANGLE
M#10x3
'M ANCHOR THRU
t (SEE SECTION 9) SNAP SECTION CONCRIE
CONCRETE ANCHOR THRU ANGLE OR WITHIN r OF
(2)#10 x 3W S.M.S.EACH SIDE UMGHT IF INTERNAL PRIMARY
A
PRIMARY ANGLE ANGIE
CONCRIETEANCHORS SCRIEWS INTO SCFWW
BOSSES I'X r RAJ
1*x r BASE PLATE(TYP.) 6 24"O.C.
MIN.34 SLAB2=P.S.L
1"x r EXTRUSION ANCHOR TO
CONCRJE`11E6x1I-i0x10
'WELDIED WIRE WESH OR ANCHORS fr MAX EACH SIDE
CONCRETE W/CONCRETE
FIBER MESH CONCR01E
OF EACH POST AND 0 2C
D.C.MAX OR THROUGH
ANGLES AS SHO%`N ABOVE ANGLE AND 0 2,r D.C.MAX
V,
MAY BE USED TO C*NNECT SELECT CONCRETE ANCHORS
CHAIR RAILS AND PURLINS PER SECTION 9 2-W BRICK PAVERS
mw- 1-19'(MIN.)CONCRETE
NOTE.SELECT CONCRETE AW
ANCHOR BEEDMENT
ANCHOR FROM TABLE 9.1A (r WAX)
4 THIN SET BETWEEN ir PAAX)
t I , MAX SPACING 2C O.C.
CONCRETE LAYERS
ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL
FOR BOTH SIDES MAX SPA,
3000 P.S.I.CONCRETE
SCALE., 2"-1'4r IT
FORSO
3000 P.S.I.CONCRETE
I'x 2'EXTRUSION ANCHOR
FRONTVIEW FROMLV
_ON
TO CONCPZT1E W/CONCREM
t(,! POST SIZE r x 4"MAX 2m x C OR LARGER SELF MATING SECTION POST TO DECK I PAVER DETAJLS 2"xr OR LARGER SELF MATING OR SMiSECWN POST TO I
ANC*IORS fr MAX EkCH SIDE
OF EACH POST AND 0 24'
SCALE.r-VV SCALE. 2- *.a-
O.C.MAX SELECT CONCRETE
ANCHORS
FROM SECTION 9
w BREAK FC
�V DETAIL ILLUSTRATES TYPICAL
r x C SJAA.THRU 2*x Ir SUB
t:, CONNECTIONS
CONCRETE DECK EDGE
MIN.3-11r M-48 25W P.S.I. EN
SCPEM
CONCRET1E6x0-10x10
WELDED WIRE MESH OR t� 2'x r PRIMARY ANGLE ALUMIN
FIBER MESH CC*ICRm A WK(S)BOLTIANCHOR0 0.04(r X
STAN
BOLT 0 ANCHOR
VARIES #10 x 31,r.1
SOLID COVER ATTACHED
SIDE WALL POST TO PLATE TO CONCRETE DETAIL BOLTAND
1W 14W (PER SECTION 7 DETAILS)
g I-(MIN.) FERRILILE
t SCALE r 1'4r w i-7fir
rxrrxTORrx4"
Vx 2'EXTRUSION ANCHOR SJA.OR SI
TO COW.W/CONC.ANM.6" HOLLOW SECTION 5d(FAIN.) SECONDARY r x 2x OAW
MAX EA.SIDE OF I:JL POST (SEE TABLES) ANGLE(SEE SECONDARY
ANGLE ANCHOR SCHEDULE
AND 0 24-O.C.MAX SELECT
MIN.(3)#10 x 1-1/2*S.M.S.INTO AND SECTION 9)
CONCRETE ANCHORS FROM 11*x 2'0 18 BASE PLATE(TYP.)
M 4 W SCREW BOSSIES
SIECTION 9
CONCRETIE ANCHORS INTO
lL VARIES
2 x S.MA.COLUMN
0 PRIMARY AND SECONDARY
AN
A,
MASONRY ANCHOR 0 r EA.
-ilr SLAB 2500 P.S.I.
MIN.3 0 SIDE OF POST AND 0 2V O.Q #1Gx3WS."(TYP.) (2)#10 x IM S.MZ. SCREM
TYP) #10 x 3W SAA 2C OfC FOR
_17, CONC.6XII-IOX113W.W.M.
MAX SIELIECT CONCRETE
ROMBEAM
SAO.
OR FIBER MESH CONC. ANCHORS FROM SECTION 9 SUPER OR EXTRUDED
i p,
POST TO DECK DETAIL GUTTER ATTACHED TO SEAM
TOPVIEW
2* I'Cr WITH 2-1)r LONG S.M.S.
SCALE.
HOLLOW POST To BASE DETAIL SELECTIED FROM SECTION 9
FOR BEAM SEM SPACED AT (2)3/4'
SCALE 2*-1'4r BECONDAW AN1112 ANCHOR 8CHIEDLILIE 2c O.C.
HEADED
POOL ENCLOSURE UPRIGHT TO DECK ANCHOR REQUIREMENTS
TOTAL
FOR ALLOWABLE SPAM Of SECTM 11
19.
Ommmi Notes wd Specifications: 0= x3W SUPIER OR EXTRUDED
&M&ORSB ANCHM GLITTM AND CARRIER BEAM
I The UM 10M on a PW andmm uprW Is cabulated as 1/2 the boom span x the boom (SEE TABLE 1.10)
2x3 (2)1W 4
spedw x the mcmn kmd of7#/4 FL
2x4 (2)1W 8
EXAMPLE.
FOR A r x fr BEAM WITH A SPAN OF 2Y AND A BEAM&UPRIGHT SPACING 2xS (4)1W
NOTE
OF r USE-*
2x7 (4)1W I
J 2 BEAM MAY BE ATTACHED TO SUPER GUTTER AND SOLID)PROOF TO S.M.B.PROVIDED
112 x 23'x r x 7# Sq.Ft. 563M UPLIFT
2- ToNs 1.8 of this ffmnual um the ww*cm be&for gM CaseL 2x8 (6)1w 14 EOUAL MVIULIE IS PROVIDED EACH BEAM.
3. In d coses there must be a ptnmywwtwwio*It-ofeach orthq upVt 2x9 (6)Im. le
SUPER OR MCMUDED GUTTER-SOUD R F I SCREEN ROOF C
SEE SECTION 9 FOR ADDITIONAL ANCHOR INFORMATION
SCALE. r
ALUMINUM FRAME SCREEN
WALL ------ 1/4'x Ir RAWL-7TAPPER
oUGH j-')r2"AND SCREEN
THR ALUMINUM FRAME
ANCHOR ALUMINUM FRAME CONCRETE CAP BLOCK OR ROWLOCK INTW FIRST WALL
TO WALL OR SLAS W/
BRICK(OPTIONAL)
COURSE OFF93MCKS
1W x 2-1W MASONRY
OF POST CAP BRICK
ANCHOR W/IN ir
AND 0 2r D.C.MAXIMM Irx8*x1frBLOCKWALL
(MAX 32") ALTERNATE CONNEGWON OF BRICK KNEEWALL TYPE V
SCREENED ENCLOS01PE FOR
MORTAR RECURED FOR
CONCRETE ANCHORS SHALL
(1)#4 BAR 0 CORNERS AND LOW BEARING BRICK WALL
EMBED INTO CONQ THROUGH 14r4r D.C.FILL CELLS AND BRICK OR OTHff NON
(NONNAL)PATIO
4
CAP BLOCK OR BRICK I-11r KNOCK OUT BLOCK TOP STRUCTURAL KN&E WALL
1"WIDE x 0.06r THIChKZTRAP CONCRETE SLAB W/6 x 6-
MIN. COURSE W/3000 PSI PEA 10x 10 WELDED W4RE MESH
0 EACH POST FROM PtW TO
ROCK CONCRETE
FOOTING W/(2)00 x Yf OR F03ER MESH CONCRETE
:%. : .. . �7
ALTERNATE CONNECTION OF DECK OR GROUND LEVEL S.M.S.STRAP To pG@T AND
SCREENED ENCLOSURE FOR
L (1)1/4'x I-W4'COKCRETE
BRICK OR OTHER NON- (1)#5 0 BARS W/3-COVER
STRUCTURAL KNEE WALL V RIBBON FOOTING OR ANCHOR TO&AB OR
Nag
WIDE x 0.06r THICK STRAP MONoLnm IF MONOLITHIC F6PTING
EACH POST FROM POST To SLAB IS USED(SEE NOTES OF BRICKMEEWALL AND FOUNDATION FO% L
V& DUALS NEXT PAGE)
FOOTING Wf(2)#10 x 3W
SCALE. 112"-1'(r
S.M.S.STRAP TO POST AND(1) (2)#4 0 BARS MIN.2-Irr OFF
1W x 1-3W TAPCON TO SLAB GROUND
(2)#3 BAR Cowk
OR FOOTING (1)#4 0 BAR CONTINUOUS (1)05
BARCOIgs
r-V MIN 3-1 frv.
ALL SLABS)
KNEE MLAL�_Foomq FOR SCREENED ENCLOSURES BEFORE Si��pe
SCALE. 1W-V V
tZ,
e TYPE I'
FLAT SLOPE/NWOOTING MODERATE
SLOPE
to o-r I I ktF r11r-1*-1
NOTES: 1. NOFOOIMNGREQUIREDEXCEPTWHEN UNTIL
12* r X Ir OjjtLARGEI%THEN A TYPE 11 FOOTING IS
AWMINUI i ICTURE CTI RE OF 3-irZ(W NOMINAL)THICK-
(SIDE WALL ONLY) (ALL FRONT WALLS) 2. THE FOL40DATIONSI SHOWN ARE BASE ON A MIN11MUM SOLL
URE OF
FOOTING 2500 PSI CONCRETE FOOTING 25DO PSI CONCRETE 1.&)o PW,-WARING CAPACITY OF SOL SHALL BE VERIFIED,PRIOR To PLACING THE
W1(1)#5 0 BAR CONT.BARS SLAB,BAYFFIELD SOL TEST OR A SOIL TESTING LAB.
MIN.2-11r OFF GROUND W/(3)#30 BARS CONTINUOUS 3. THE SLj&I FOUNDATION SHALL BE CLEARED OF DEEIRLO,ROOTS.AND CoMpACTEO
BARS MIN.2-117 OFF GROUND PRIOR IW PLACEMENT OF CONCRETE.
RIB13ON FOOTING-TYPE I RIBBON F007ING-TYPE 2
4. MONoufW SLABS AND FOOTINGS SHALL BE MINIMUM 2po PSI CONCRETE WITH
SCALE. 1/r-r4r SCALE. 11r-1'4r
6xe-loVIOWYELDEDWREMESI ORFUMMEMmAyBELMMINUMOFMEM
S. IF LOCAkRUILDING COMB REWRE A MINIMUM FOOITING USE TYPE p FOOTING OR
FOOTWAIECTIONS RE=tED BY LOCAL CODE. LOCAL CODE GOVERNS.
SLAB-FOOTING DETAILS
SCAM 1'4r
T
Jill
1.0cr 2fl A-0.475 In.2 zoo"
A-0221 k0i
-1, wr-02M pm. Wr-0.544 pl.f.
2AF 2-.O(Or'
bc-0.124 10 + bc-0.50 10
0.045'
Sx-0.125 10 vi Sx-0.372 h8 A-007ht A-0.988 in.'
O-OWE
0UW-10 6053-T6 Wr a 0.798 P.LE VVT-1.132 plf. 2-.OWV
11"x 2w x 0.044"OPEN BACK SECTION 2"x 3"x 0.045"PATIO SECTION k=1.774 IrL4 0.05(r- + b,-5AW W
0.038 Sx-0.877 IV
Sx-1.794 W
SCALE. 2"-l'-V SCALE. T I'V
em-Te em-Te
2.0(rl A 2235 IV
A 1.737 ho +
A 03M In.2 A 0.885 Ims Wr-2MI pjf.
VNI fl)#8 S.M.S.0 2r D.C. STITCH Wl(1)#8 S.M.S. 24"D.C. 0.07?-, + WT-1.990 P.I.f. b(-25A=V Inn.
WT-0.443 plf. VVT=0.785 plE STITCH
T&P AND BOTTOM TOP AND BOTTOM id Ix-16.828 ln.4 Sx.
0.212 in.� b,-1=1 In.- 5.6W Ims
b( 71,
obw + 0.0sw + Sx-3.9W In.2 am-To
Sx-0.214 In.8 Sx O.W7 In? 4!P;g 0.04C x 0.1 or
2"x 2"x V x 0.050"x 0.120" em-To
am-To
am-To
SELF MATING BEAM
r x r x GAW PATIO SECTION 2*x 4w x 0.050"PATIO SECTION dipm r 11,cr SCALE:r Nr
SCALE, 2" V-v SCALE. r V-(r
STITCH Wl(1)N Sft.S.a 24'D.C.
STITCH W/(1)#8 sAts.a 2r D.C.
TOP MD BOTTOM TOP AM WjrrdM
2.W zo(rl
2W
A 0.450 In? A 0.550 Imm 2"x 8"x 0.07r x 0.224" rx9"xo.o x 0.30r
Wr-0.515 plf. WT-0.00 plf. SELF MATING BEAM SELF MA I BEM
OAW + be-0251 ln.� bc-0.895 irL4 2.0F
SCALE.2' l-(r
Sx-0.254 10 Sx-0.484 hs A 0.874 hs SCALE:2'
0.04V
SM-78 em-To A-1.162 Im"
WT-1.002 plf.
wr-Iml P.Lf.
k-&Mh4 oAsr- + kK a 8244 W
r x r x o.osr PAIMIO SECTION
2"x 3"x 0.045"SPECIAL SECTION 0.05(r- Sx-1.346 ims Sx-2.345 ImO
SCALF-2"-l'-V
SCALE: r 1'4r em-_6 8083-To
2.W
2_.0(r
A CA86 Iml
3.0(r
T_ wr-0.533 plf.
A-1.915 Ims k
0284 IW -CH VWI((l)08 SALS.a 2C D.C. STITCH W/(1)08 S.Ms. w D.C. d
OAWf + tK STn A 2.784 ho
WT 2.195 pJl
cm Sx 0286 In.2 TOJP AND BOTTOM TOP AND BOTTOM Wr w 3.190 plf.
be- IM66!
bc-39.579 W
2"x 5"'ll 0.05ow x 0.100 2"xrx0.055"x0.120w 0.07r-6 + Sx-4.=in.-
Sx 7AW ho
--- ci 6063-TO o.ow-, + am-To
3"x 2"x 0.04V PA1110 SECTION
SELplAATING BEM SELF MA'nNG BEM
SCALF- 2"-1W S&ALE:r 1W 95'
SCALE 2-V V
STITCH Wl(1)
08 S.M.S.Q 24
O.C.TOP AND
2.0-1 A 0.607 hl
WT-0.696 pi.f.
08 x 1-iff S.M.S.C fr FROM UPRIGHT. STUCH wl(1)*a SJA.S.a w oz.
OAMWC + TOP AM BOTTOM
ENDS,TOP OR BOTTOM MD Ix-0.631 W Sx CAM in.2
a 16'O.C. BEAM: 2"x 9"x O.Orr x 02W 2"xlO"xO.092Fk
MW x
ly-0.370 Im- By 0.374 ht
SELF MAnNG BEAM
SELF MA I INtS BEAM
GM-TO SCAM*2"-Nr 2"-0pr
SCAM
r
2AW T
Vx x 0-INC OPEN BACK SECTION WTrH
r x r x 0.0,14"PATIO SECTION A-OA34 hs
Wr-OAV?p1l.
SCJU.F_T l'-W
omv Ix-0.549 W
mirl A 0.772 in? Sx a O-W ho
U+ 8083-76 1.
WT n O.W5 pm.
08 x 2-VZ S.M.S.a Ir FROM
END%TOP OR BOTTOM AM o.oww + UPRIGHT-
0 Ir O.C.OR PILOT HOLE Wl k-DAN W SK uo.sm ha r x r x&OW'nLT SECTM 1000-
CAP AND(1)08 x lir Was. BEAM:
SCALE. r l'-W
NTBVLAkL V FROM ENDS,TOP ly-0.493 h4 By OA99 IrLs + Tj
OR BOTTOM AND Ir D.C.
Sm-To
2"x 2w x 0.044m PATIO SECTION WITH
K x_rx 0.044-PATIO SECnON
SCALE:-r Nr
2MI
A-0"hl
A-0.8151ml
7- wr 0"pjt
i Yff-0.7W plf.
UPRIGHT.
Sx a 01A4 IrLs
0.0w, + Ix-1.105 kL4
k-OZ84 Iml Sx-0.399 IrL2
0.044'E+f�
w H tl 1:2 Ix I sx
ly z 030 im- By 0.394 in? Rx _Fq
Section Akw
am-To SI
In. In. in.
.2 in In. In. I In. In.
r x 4"x O.OW TILT SECTION
WN T-4 4 0.96 3
6 ().08 0.06 4 40 q 6.
SCALE. r l'-V
x 2"x 0.0400 Sh[Ap CAP SECTION VWTH Gutbar
_H2 1 .89
T 1.44
Edge 5 Hl 5
2Lx 2-x 0-Nr PATIO SECTION I o.owl o. 10 1 2A5 14.43 0.73 1.
H24 1.49 1.74(R)
SCAJ.E:-7-1W
11 V
5
J, 4.0W0' 4.0(0r*
4.OWO(Vr
A 3.4T4 W
Wr-3.981 p.l.f.
ci
Ix 31.657 W
Sx-7.895 In.*
cs
+ + em-To O.OT2'-- + + A 4.4TO kL2 A 62A9 irL2
Vff-7.180p.l.f.
Wr-&122p.l.f.
STrrCH W/(1)#6&M.S. 24-D.C.
Ix-51.084 h4
iT, TOP AND BOTTOM OF EACH BEAM
Sx 16,901 ho
+ +
Sx I 1=im"
0.09r- em-To
-76
am
snTft w,(1)#a S.M.&Q 24-O.0
STITCH W/(1)go S.M.S.0 24-O.C.
A A
TOPftm wrrom OF EACH BEAj
SMOM OF EACH BEAM
AND
moll" TOP
F
2 '1"x 80 x 0.072N x 0.224"SELF MAnNG BFAMS
)
SCAM r Nr
4.W + 94
4t
(2)2"x 9N x 0.0820 x 03W SELF MATWG BEAMS r
SCAM*2' V-0*
T,
A-3.831 In.*
d
4.390 plf.
WT
Ix-43.M W
(2)2"x lOw x 0.0920 x 03ft"SELF WAMS
J Sx-9.718
WITH 2w x 4"x
6063-TO 4.0(0r* SCALE: 2'-1'4r
1).07r- + +
D.C.
STITCH Wl(1)#8 S,KS,0 24
TOP AM B071DM OF EACH SEAM
If
2.OV A 0.=ho
A SMS hs
+ +
0.596 plf.
WTI
0;:w
Ix.
0.0w, +
bc 79.158 W Sx-OAX 10
(2)r x r x 0.072n x 02W SELF VATING BEAMS C4
Sx-15.we ln.� 6083-TO
SCALE.r 1*4r
am-To
-.A- sTnCH Wl(1)#6 S.M.S.a w D.C. 2"x 2"x 0.036"SNAP EXMUSH)N
TOP AND BOTTOM OF EACH BEAM SCALE. r-l-(r
WN
4.OWV C4
777't' ',
I A 4.171 In.2
Wr z 4.779 plf. (2)2w x 10"x 0.09r x 0.36r SELF MATING BEAMS
Ix-46.614 IrL*
SCALE. Nr
Sx-9.317 10
A-1
+ + am-To vff.
0.07r-
A-0M9 h* 0.064., +
bc-e
sTrTcH wi(1)#8 S.M.S. 24-D.C.
0.81W plf.
TOP AM BOTTOM OF EACH BEAM
Vff SX
0.04W + tx=0.7n W
Or
ej
Sx-0.4W h8
em-716
LE
J 11 1&.4;, i,
jr kh 2"x 3"x 0.045"SNAP EXTRUSION r x x 0.06r SNAP EXTI
(2)2"x 8"x 0 07r x 02W SELF MATING BEAMS W/2"x 4"x 0.038"
SCALE:- 2' Nr
SCAM r-V-W
SCALE--2*-Nr d
4.0(r
A &167 IrL2
o.ow- + +
wr-5.9m Pit
IX=69.M kL4
A-4M?hl
S L-"� ��Jl Z, Mc 12.880 W
0
rx am-To
tx W-074 In.'
S
Sx 11274 In.' STTMH Wl(1)#8 S.M.&Q W D.C.
2
0083-To TOP AND BOTTOM OF EACH BEAM An 1.
+ +
0.07r
STITCH Wl(1)#8&M.S.C 24-O.C.
+ A-0.810 ha 0.064., + kag
TOP AND BOTrOM OF EACH BEAM cq
Wr-0.60 P.Lf. Sx
0.04V, +
bc-1.402 W em
Sx=03W h*
em-Te *Embe.
+
x
(2)r x 9w x 0.072"x 0.2240 SELF MATING BEAMS W/2"x 4"x 0.038" (2)2"x V x 0.08r x O.M"SELF MATING BEAMS WITH 2"x 4"x 0.038 2'x 4m x 0.0450 SNAP EXTRUSION x 0.00"SNAP MM
SCALE: 7 l'W SCALE: 2-V-V SCALE: r Nr SCALE. Z'x 1'-W
J
Tablei.3 Allommble Post/Upright Heights For Pr1mrY S—Vall MAN Members
For Secondary Screen Root Fromm Mwabom
TI AJID*IMO SPO-
T"1.1 AuDwsbm Spins For Pdm"Samen RW Fra—11161111101's Alundam AMY IM T-0 AkmdmmnAIoyGMT4
AMmkmANGYIMT-4 For 3 second"Ad oust at VOWGUY Of 120 MPH W On&PPU*d lead*14 IF I sq.tL-
For An=wM Wlnd Loodo 140"Ji.or Lam arml Lathudem 0 1, 3G'4W4r North placknotw0lo,FL) For AnoMM VAnd tam"149 ILP.H.or Lam and LodbWn Below 30`4r4r"S Woksonvft K)
Wifft!W tlpftM
Tributary Lind Wkm W Dow 3 0 c d m VAgem��Wn a d TUO VMCNP V4- V4-
SF@Gkm Tributary Load VAdth W-PurVA spsdm molow seeft" r-r N-V V_r rw
T4* Zi�rr�sw I r-r Allowable
Wr I Fi�" I "MOM-W I V W
V or dwmmon Holo*4bdi" r-r C-V I C4r I V-C I F4r I :rE=r_r rxrxLGW V-11- d V-r b F-r b F-T V.11* b
r jr-r
Allowable Man V I bwu" Allowable Span V Il I -Vor N *1 V b
rxrxoAw _V7___dj r4r d r-r d I V4r b I I,*-r' rxrxemr_. 4F rW d W-V b lr_� b
z4r a
rxrxLNr F_
#b r4r' V-11" b� V4r d _r 7 rxrxL§W IW.W d I IM' b F-r b r-V b b C-I* b
rxcxoAW w4r, bl iV-r bl F-I' h, II b b V-V b
V.-C 11 El. g
rxrxoA4r :11: d -fir-rd I 94r b I If r x r MINE VW d V-11' d! W_r d V-r d!
C x LOP" iw.ii- n, iI or lW4r bl' b N-T d r-m dl r-r dj r-C d -11, 94r d
r-r di V
rx r d 1941' bl IW-r b I V-r b W-r b pd van W
i
I(r
Wkfth W Seem V4r r_r
Tromb" SWM@Nng Ili 9`411"
BAN OdMg ftedwo V77 0 HftM'Wibwm& -or
M.PM i I!V.!r Vr Vr
effort V I booffing W or gmo#mMmn V4r Ir-V r xr x 0.964 x Mor JV-W d 117-11* b IZ-r bl 11W b, OF-r V41* b FW If
1r-r d I Ij'mW bi 11-4r b or deftedem,V "FxrxLeErxLiOr IV-I* d I Ir4* b 19-r b 14--r b 13--l' Ir4r b ill-r b
r%CzL664zLI0r IFIF d I Wr d I �F341` bl III
Jr4r d V4r M%?IRP�df!llr !�!Flr 0; 2r-C Mr
d I F-r Irw b I"
rzg"xLOlrxiLlIF- 211-V II d I 1V.W d I -_- :t ! rxrxLoWxLUr b Fr--ll* b IV-r b 11-C b
rxrmLO"
W-11 2r4r d 1 21%1" di IV-V -II- r-or-mor ri.i" .4- a I &W d I C-11 d -IV d _r b IV4r b 1r.4"
FxrxGAWzL12r _of IF Of — v V 17, r rxrxLOWxLl2r W-r l2r-IV b W4r IV-r b I" b
_FFz MaSAWxL120" 1114r , 19-11- di 117-W dl iW-r dl 91-10- d I F-r rxrx I d 2WV.4Wr d
21r.11 d I 2-r-r If 1 27-1 Lamxtulr W-i b 241-r b 2114r b 19,40,
M W-r d! W-C d 2W-W If W-11- b ZV-11'
WF=d - 2r-C A I bE VA KFJL Air L�and Lalkdn Abomme W-W4 27-r b 21'-Il*
Mar A,M�m x LZW d ZW-r
d P3 For AmN^INWA Los" I 3r4r d I Wr �b
rxrx At d 31--r
d Mr b 21MV
251 r b 23'4r
I Z-x F.x II.Nmr-x
I rzrxlAlrxgJir W-1- d I 3F-C d I S"m Men lobe
[rxirxLm I 31s4r d I 3r-r d!3C-C b 311*41' 2V4r b b
d I 3W-r 0 1 3F-r d I 3W-17- 0 1 ME W Purlin Irmoming
rxirx@AgrxL30r 4,P-I' d I V-11-
dr-r MVT!V!-!!P 1 jr-r 1 ow r4r
TrOmAkery Load W1.
Down Spsohng
TrIpulary LAW WIM W-
ANamaddle Been V1 bwmNM V or 1 1 A V
amptooftm F77 5,
d! r r- di ELr bi Flr-,4*. b or
Aftwabb Boom V I War rxr W r d r_r
�d=Vr 7 d! Kr d W d
1 41 V b I V4r b rxr b rxrxoow I 7W d V-11ir b 5`41' b
b I W-r bi lr-r bi V-111" bi WW V_ t 1:1 " b rr b Ir-Ir b
FIX-F—XIAW _b rxrzLDW 4 77-6- al
rxrxLOW 17-Ir ii--C bi IV4r bi IW-r bi 9-1ir bi VW b�
IMP b rxCx0AW IN-V dl 1i Iml II%V b I I W-�w D,,
4: b b! IM' If W-0,- A, " b
r�b
I6,_ W4r d jr-C b I
r
=17;4r I 16-F or Ir-C 0 rxlrxLOW 2T-r d I 21*-r d I 11W b I Ir-I I' If 40-7 h W4r b
W-r 24CF-7 21 Load VAM W Paulin
w4r d I 2r-r d -2-5_',C_ _d 1 2 S'r b� 21'-11- 01 xv-w -1 11rW b Vr V rx'xLSW Mr. b 19-C b
V-r I IM41'r,%; W4- IN
For aNWAVift I If- OlhW OM 120 MPK"A" U1111%hA an the a
I
Now or
be bw Ilm UW. rimptartammentame- artasecamomad
1.Thlornereque, we , ru 4 n r.,merfmcm No well 9 111 1
I V-I* d 1 V64, "dr !'dT!V-_MdVrAF dl rr dl r-C d
7
Z Mm abicluram,domigned oft 26 macbm"be BTAbd
Wdglt h@V9 afW.IsuclLWOR WW tarn teem knat Ad have,Wb Wocft Wgk-ffkV- I.ThMm� 1, WD*M*Ark*AbYgi No wall *mV&Nnvmomv.
M06L
&Span we based an a minknum of 1011 Sq.FIL far up 10 a 140 MYX Wind 1011& dug be ba Vm 0.06(r. 2.Using mommen perfall wM W aded uPVd lemob*r
4.Sponle *amom*mofb�imWupriot-, x" lofm*GrwOlcOrm@c"L 1. "Immob Induelly NOWA1111"
for IM' g.SpwFjob�d an a mk*mmd=1 ft IRL foruplo a M MI wind load. &Above spans;do Ad heals MOM of lumme ftm Add hwb-M M'Vb Of b-bmO%Pb speres for MM urvight
rL Above spans do not Include,longh of laws brace.Add hwkonidbngth afkras hmmic I' hdghL
SWARRONWwkm ofb�owupdot fokmmarwd,, in now mof hmW
4.Sam 19' 1 required for pool ormflomunme cvWW
tumn4MV001 at#*calm pAb aid one purb 4. AbAvpwwdDnotkwkdabno%ofkm' Add orlawswoofflo I space for low
L Flub specing Arms not m=W V-Ir.1;mr bmn wasim 5.SW'b b be km code of bown ard LVe#d cormacgon W himb or well c8&mcau
'-mom lndOtd(4V4r)4-wMPE&nmt b�SPOP- and e.aw*raborrxrxoawff&Lwdad@3rinhoWtambo,, 11 an fum%Ww guardrails provideell
Arm cor mood r-r.ft bown wm tm 4w-r ft boom at to conlem pxln
W-roAL=impuftwWMpueondidbof,- - puftnodWmWbmdnl;. 5-Fl=,l
mm;hir4r..WcbaW.FdAAWawm shad kxkW. an In dead W4r) #W we armAlmad vAM mh(3)010 x Mir S.M.S.kft So mcmw bo�and do not V4r In spen,
Ir-r One, pudh BMWW To*dM@ld*AWAINMO MINOR!:at 114110 MPH"Ad volaft for
EXOMPW ompumnwwp)pxwomh"efmdmpumnfwwkdwdI
r xr x OMr Of"ftdm vft W-V4r
Ex=AW.:
I.R-A'WmdI20MPlt H-Ir-V
la b�
medom Z Convert W to int H-Ir4r-
&Sd@Ct to "KalpswbAco., table IA
b"an to I a, d"d 1111, of 111111,
_11ahoWlell, by V use BormIng muMAK.
-Ift um Ddedm MWW.
4.MA*holoft In dockmal W W WAAPW-
WmMOMPHIO IL7Fx0M-II2T-IIT
Screen Well Fratims
Table 1A Alloweble Post I UpA;ht Heights For SommiarY
Alumbammi Afty�T4 Fw CARRM Seem Suppoft Smsen Rod Frames SYSWM Table 1.6 Mbdreare Upright Mm and
Seem Spudft
or an appOwd land of 114 V oil.W TaMs 1.5 TO Conneallon of Rod Room To MA
For3 wind Bud at voloft of 120 WH
Sedion As MaRlemadda Fftbnod To R wh WAh Cap o� uww Nhdmm ftft DN* Nabs Mk*mm of B�WAddno
Treasury Lood Wkkh W No At Koo Broce No Anchars n x vwwr, 012XV *�xtzr=
Ir-r 2rr I 3r-r I 3trV-rI 31rW 3rr f 4rr Wr W-V I W-r sin
Wr I F-V I 6%r 8111011111 ow4goom Full LAD 6 1
rxr rxr rxrxOMCSMB 2 4
qF
V4r
IMIr bI MW r4" F-r b! V-I* Pr bl V-C V-11 bl V-11'bi rxc r_x r rxrxoAwum 2 Full Lop a 4 IS
rxrxomwrxCiW
rzrxLNC rx rxr rxrxoawsw 2 RA LSD 0 4 0
Ii bi v-r r4r bl V4r VW b! NOW b! F-Ilr F_r
z-x;rx*Aw d r x r x 9.9sr x tier rxr rxr rxrx0.0W9M 4 FUN Lao 10 #10
V_r V_r bl L
*bi 6
F-F d 1 7 6_r r_r r-C bl V-11*bil VW
rxrxL@Wx&12r OW 1.b! r4r r4l* rx4* rxC rxTxC.DWSMB 4 '10 11 010
-, . - r-1- I - -, — V4" b r-ill bl
M rxT-xLowxLiw rxr rx I rxrxO.OWSMB 4 6 #10
I- A AV 14 1 IEW 7_141' 12-1* 11 Iff-Ill'b 1104'b F-11" F_r 14 __. #12
rV rxrxGAWxLZW IW_r rxr rxe I rxrxmpwsm13l to
rxrxGjWx02W M11W of 70 --- Mr b 1I%V Is
r 12 #14
As Nortmallift FNBSKod TO Pomft Th"Ku*WAS kft"W 0— MLV_r
Trbutm Load MOM rxrxomrxf.3W 2r-r WI I Is 14 #14
IV 151 i1r R
W-r 12-r4_1 2 11 b] 1#-I* IT-V z-xr
rXII IOAWSM131 I
rxv- rx? 6 1 20 #14
V1 VAM rxtr lrx4,x0mv8Ml 6 1
b
— 2 �1 I w-r I 5V_r I
Z"x r x SAW 77 m 1 11,745 SOW I 3rr
r-r d I 4r b bi F-141" b, Do"somrowmang B� 7F Ii I 2riq Wr
rxrxIAW AbowmMOSMV11 N-Vw
rzrxL§W W-W b I'-I" b +AH !V.0 bl W r b W-1. 13,IF Edge To Calder C~To coniw
r Q-4= IW-111 bl 11 rxrxLffrx62W Of— .1 —
W IF_r 14'11*
definction't 2V_r 3W 3W
rxrxU12 zG.22WC b
V-r or F4r El i, IV pro
Twr 4 WE5 ZIW bi 21-41' W-r 4 �r 2
3Vr dI bl IV4-
rxrxLNrxSAW
For dkwabb bdghts at wind b]W-11-bi 2r-r Iff W-C b] 2'r-I*bl 2r-i(r bi 21--r bi 2w4r bil Ir-I hl IF-r- #114 or 1W 3W Mir
F
11 -1 fartalflospapatilmebelo -ofthlsftdimmd bm". 2"x W x LMr x S�M@wr di NN-r di 3Y-r
Tdbulwy LOW Vmft TW I-LI
Double$WNAMM Bases r
I.ThU� In m*twoWkdoiryshmdwd'c', No wall A&, "behm w9h 2 x 4�added 1-0
Z Using�pormell wk1h W Aided ghl I Nil 3r-r I Wr Wr I 4rr W-r I ff-r
I W-r I ir-r I 2r4- 1 Mr I I A-1 oftelfamen Arm!uprW And each d&Gfqgm;MmodkwL
J' 3.Abovearsansdo notholuds lonolliafkIns lepon,Add horknobillongth oflumbnommID '0i'WmfwtW to Top or BoVAm
ANWAR"Base w 0jW Wall 0.310'WW
I 2r-jr bj 2]r�.�r = 2FF &4r r4r Ii If MW b It-
4.gft specill: Ill q,,' fcwpxiwaomnmwWlnmommdh@W rxrxutx xe�2w :I E
'.4 IV r Now
11. 2Y-r W_ -
L Blanklobe ofbnm"LwdW,, rxrzLo?rxL2w 1.Use*A imp Out dew for r x V basic in r x r qftft
If Ir
NOW
4 If If,
mww"v-nkokp
G.Ch*nbotrxrxoAwn*LwWiwtQ3rbhoW=nbe-, an rxrxoAwxO.30r
2 corewomonarrximorffrnot for Wails!imp
[Y'101 bl_IV-r
a bma Span,Otm andimmolm of I In Par Aide,Par OW of spks,
I Ow mrs m1sched vdh nin.(3)#10 A I.IW&MAL kdo am screw b�Rod do"d smand W-(r In SPwL lrxirxamrxsjnWWr
ftwopin To odcmddm hftt at 1149 WH wind volloolly 1611 mom I-(own qm)fWr 14"kP.K wind land.
=be confused on RAW=.he been 211111[WM WO tAn W 4.MAR mxdw of smom In based on modfourn allowablel
rxrxo"lMm8mMmnHcRkmMF, -, IDPod*MdPOwOW.w4r 1.It In recorn md I* lcodpkndndbedti3rh-- &Do* " "baWonRffAStoppwimddobfor2500psiowmftwdSMca%Wdwedlobe%VWforwa@DMYN
2.Sperm me bood an 140 LA
V I.Find1fatI20MMI: M-0.11 MMAIWL Numberof ' b1cmd(IMPersidO
3.SWIBMWAUredftm��Ol'" '"' l0resuborwocon'
2.ConvadWilodeckmai fast H-V-I"-9.W L=1
1 4.Above qMS do not;;l�lifqlli of lows bram Add brGM of lom ban to don almorm for rural b�spom
Sded to aeurlosgr*caf on convandon rable,IA Exm*lr. Adlh,274rb r4" 7.V WW Sm mk*num qmW k um4 to nualbor of mom Is#0 monfe.
ftom!an to pqosttwbogbvftottkaodarL The Liw*=nVforarx4r,-(FLWXO-10[r&M*Sdkk*Va�WhTdx"YLmdy
If ft h@W In tanned by V use Bonfing OXMIPIK.
I Ow holIld Is fa 'by Nr use Deflection muh0w.
I
d
J�:4SId
2dr-11" d
W-11, d
W-r d
Um W-(F d
41'11* d b x x��!!A r
4V4r
d
d
d
d dj
4.Mug*hftftln AmAby I MuNOW.
If at 140 MF4i 15&W x OM 7.W V4r
t
M 01,Il Mon-=
14
q'i
jf J,
R
ij 11 - "q MANUFACTURERS PROffgjETARy pRODUCTS
Table I a Allowable Spens For Secondary Screen RW Frame Members
WIT
Table 1.7 Minimum She Screen Enclosure Knee Braces Akwham Afty OW T4
Aj-A Anchoft R"ulrad
Fwimm;mMofftbftxbofW-Wi tUckoomftFbd&)VWwesubjedbkoanvnso�
mid a mW kwA
Akendmm ON T4
LM ArAhorhig sysibm swoon Pwone ftxbmd To Bown WNh Clp
r x T x 0.04r r Hiii Wkh(3
_)#10x 11r EACH SIDE
swome vr 'i Pr4r 1 rr P%BrMP Xrr- T WW
07-9 r x T x 0.04V r Hiii Wkh(3)#10 x Ur EACH WE
A-3.4
114 rxcxo.o44,xoir i*M 8AJL Ovw Own AM UPW N W
4'
(4)010 x Ire Esch 3k% rxrx*Aw I .' Fr d! fk_d OW d -W f Wff-3
FnrPhnhw E;f d .1, , rf df'i di V
ko sto Of Sam") rxrxtw ir-r "i f4r d
W
Ix-38.
rxrxemr r-T d!Vil- d'1 W dl VW dl " di 6%-1 d I F-W 0
T 1.FcwRoq*oiKqn A Onodw 7hon W4r Conbd Rqh�For Spwffi And Dotolw rxcxoAw OW ki W-JW bl ff-r bl r-Ir bi r-4rr bi bi r-ily Sx 8.1
2.CwdWwbmnddds1mw onpop dolboundforhoddmkinatiodwnwitw1w Wimbraw
6 br4M w=sft W4r.
Lmd VVM Purft 0 W
2"x 9"x 0.125")Q ASS-BEAM
U, tit an*sft�ftfftom r-r I V-r 1 rw 1 W-4r,
q wor N "', V SCALE: 1-1 j-4r
rxrxohw 11-111 IV P"MaPodf F-r di W-f d I W-1 I' d 4`-r d
T"1.10 A1lovmbleSpsnsFwSuWQAwwWSvlfM 0 Own ftafto ftwilm,FwdmW To Bswm Thmagh 06 has Somm
d Enclosure Ons SkhdgoNd Poof Other Skle Pwft amidno w Table 1.12 Allowable Spans For Metals Uftk Seems Screen
Roof R
Abohmn ANDy GM T4
q rxrxO.12r&WMaftB%n
Di W-W-W HMO -1 1 OW I vi I 1P4r I f4r 1 vi
Si ofv"bNMk 140"Aor,%.WW Li bd@WW.W.0
gl si Row
S. h, AAWAWO ftm V 1' W or I
4 Fiwihnm�wft Y&W Loaft IN UPA w Ling md
4 %jij�-�'," w
-C b F-W b W4r b 5W bi
rxrxe~ r-I' d 1r4r b V F-r b Noft(Jsck-nvNK FWrkW
am r-r d V I Deftodw W w A A v IFT-#Ik ww"W 1.am
F-r
Rod rxrxoAw -Lr-r d I r-i(r d Vii bi C-11-
fr-r I JrW I W-r I Fir I lrw,�� rr rxrxeii b
I r4r r_� ri
r x r x emr
x 111-r bb W'r'4rr bb r 41'4r d I nb 7:
xomrxO.12r
D1
D1 IX-11 bi bi I li b IW-
bi I;$ Sbi ffiz-r
-P"Ir !"114. F-F I r4r
2"xrl Wi b
ROOFF M b b r-rEb&�1r4r
Gi W ON I
Rid b
IF-V D1 IF-W D. W bi 25W
O-P$100011m, r4" I `r-r rov il I I 3r-r bi 31'4r bl W-V b
-UW-XUJW I ZI-i D1 21Y-r bj IF-IU- D1 IW-r DI 11ri 01 Ir-11- Of If-W ol
Uz�- 1ww 01 AftwWo Omn V 1!21
I 1wi 01 111-1 DI I b -".Wor N v
YX WX
*For 10 otivAred WNI olhwVml2DMF4i.�owwwobnt"10ontwspscMcnOunPmpbr r X I r-if d I r6r d I r-i d I r-f d I w4r b I bl-V-- b r x r x 0i SW Maft Ballim
ard
IdAmattobook 'Cofifft Fw mme of V*W loaft 148"A oQ%n W L~m seem 3@W.8
or bm Ow Ow Ow 12 to aim wmn wid bwo ow"be s*obd
Um d PakuwAiN FW"
j, 1. KtwwWjwAdkg vi 1.For qw ILI d bmw Un wwo pond spoft W
-2xI12(#wmWmdpw4dqw to meW wid lViiiin Mn o*mbnwd to Ow NY' ft
W to fohx of 41 1 Abmapmodonothidwidsking1holkmabow,Add hwkonhdhwqM oftninbmaim qwrefor DeRseftn W or Di If L"dVOM I
alwAvu0immm map"Siftle OPPW"son 1116"M midpon"Wile WWIM IVi rok"Now WN bW bmn spow
I 3ri bi W-11" bi 37-- W41
t Rob I Mdndw=@dff4r(Qxmb1ddmm).ifthmmopm1poft Im4Wrawbimust _2j___,11-4r b
2-Fcwftmaf VCf9mm We Scum Pa WM-WFmmMm*1j;. ow, I PuftwdiompuftlNewhilif-woomm"Offtwift dW kwhift n
&Lmd Sw-112 of Somin Own LwqM+112 of SoN Pod SM. slow Ind"W-VomufthpolmidVi ac.CoUrpuft and MpAlm each dide of maw puft
I ri I ri I Iri ri
4.SpwowobwWa ikku,cfIO#1ftFLforvp1oa14OMPAw1nd1mL mooftwid,
To iolmdaft alwAvibb Mm at 148 MPH w*W vdoft for 4.Rb twito 0 bvoxwAvdmmymmnww1=mMd Mwo Ow W-W ow 21W bi Zri b I W-T b bi 24?4r bi
me ok*w Owupe40tundforomm wwWrshdboom W Wh andonowbolm
J,
rxirxAWxOi2VbwmvMlrsupwe~vmir2so�RodSpmofir ft,
ft bom malwL
I.Rtdqmdl2DMft Spim
1. Udngsmmpm*vAMWodmdvprlgMW4fh'fr.
A,
2.0mvi faft SW-Wi-18.87 L ftmb *w=rftro(1mmmdqWW* toloftorwelconnnOwL
2.AbM@PwwdDndkwkxkWnOCfWMWww AW#%bw"jwo&kftobM=jD
-%N fwi4OW-HwWI12SaomPjWBmmftM-lt4rftmft Rawl"
Ar hWqK
V fwrx4'z LOW hoftwoodiminkmod In lowma WO dlmwW W-WW-ri
&aft a ism 1 10 qw, Ow Rd
-K&Dwmbp- hyv-R 'emumpow.
ww I 0"18famidonilo I A, I pWforftWwat#wb@gWwftof#ftftCNXL awk w kf Ma- I$-
-Ifftwm log- by W um,Deftaftin ftiffilplw. 4.ftm 13 1A)be nowmid ftm of OW WiftikownwOm W bodo or wid
4.UA**j-1n I d ftdbywppmp1oftmuWp1-.
L Opwo am bend an a mk*wjm of 100 1 FL for tq 6%%140 ktpjt wW bm&
10"X0,95-1021r.lopi
Table 1.11 K-Brocift Fmftnk*Schedule
offlox3w Rombod
CON I Im"O"M(q cmw Pod Pkft to
MANUFACTURERS PRPRA"
pjETARy pRODUCTS
'5N pwftd P%d@Ch*ftl Qftftm
Pwo
v"Vim TOP sob
Tabli Allowable Spam For Primary Screen Rod Frome Members
2
Al i Aboy ONO T4 4 i 2 4.0(r
For miss norlh of On kftmb of Mr-wor podoomiliN FbrMQ OW m subled to in im Ow mi�OW a 4W.Ir 7----T-
Troluboy Lmd vndth-w wi 3 A 10.775
'amoms -T-i I -v 1ri ri
PW I ir r4" 1 1 Mmimm Rod Wd Hdot-W-W Wff-IZU
Amvmtft soi I' N -Wor R W UftFmdWdW%fthVRmr -NwrAwdf8AMForTh@81deWdK4ksft
2x2"xGi b Ix 17IL111%
1- b
r
rx2"xGMr r-W]d N
q-r�dW4 b ` 0' b
r-W If Lim Skk Wd VON Doftr*ft of Ms.For Mw Ftwt And(Or Owk VW*ftwkvg. Sx 34.242
rxrxomr IV-- b I r-- D I Ti t
bi W
rxCxojor 11-C bf Wi bi V4r bi Ir-V 61 ri-V b I F-1 I -r b
W
Table 1.12 Allowable Spans For Metals LISA Beems as Screen Roof Frome Members
Tfiftobw Lood Undth
1 it
lk� 890460nosecdow r-r I ` 5`41" W4 71V I -Vi 1 Vi
rxrxLi2rftNM thgBmn 4"x 10"x 0.250" 0.960n BEAM
AMWOM oftwW IV:
-W-811
Fw imm;ofwW bob 14 KPA w km wid Laftwim bokw W
IV-I' d I 13%-r bi -I' b -r bi 01 b
rzCxaMCxLiW ir 1114r b 1(r4r b W
Norlh
W d -r b IC-W b IV4r b, 1211 b Wi I 11%r b
rxrxemrxLifr IV IV VMGW
I Almoble ViDdleCOMW smichd I
rxrxOArxLiMr 21'1(r d i7W b Ir-r b ISW b IV-r b Mr 1 12-11' b
I" b 161or b IV-W b
C-C I W-C WW I
rzrxaMrxLl2r 2W-I- d 2r-1- b jr-F b' Table 1.13 Allwomble Spons For Metals U&AP&ms as Scram,RO&From
rxrxL87rxonr 3I`-r d 2r-C d 2W-V b 2111 b W4" b IW-r b I 4T-r di 4W4r d I W4r W-r b I W-- bi 37-r b I Cx ifir x Li SW Malft On%
b
2W-r b
For�of wW Imift 140 KPJL w$Mo md Ldrdw
Irzrixterrix0i 3W-r d 31'1 d 2r-r b 2F-11* b 2f-i b 274r b 21T b bdww-w-w
r rxL= W-r b 21r-1" b W-1 r4- I r4F 1 1-4- 1 ir4r I FW I W.61 Nw%
M r K d 37-r d w-r r b 2CW b 2Z-11- b
x xaer I 3Z-r bi 31-W bi W4r bi 2r4r bf W4r bi b V I Dobi V or Dondkin W
Uri 4r-C d W-r d W-r d I 3T-r b W4r b 2W-r b Xr-i b WkNh IrT
4%r I vi
W-C
I Boom
Trift"T N -'W rxrxLi2rSWl 1 MW d I 52-T d I W-r
-i d I 4r-r
1 ri 1 ri 1 riii I 1r-v I Sw mom oFw%W be&10 MARA w bw md Li dww W�W-001
cw deamUm V Noft Ym*mtwft Fbdft I ri V-r &
-r b 1 FW b I Abow" 0
rzrxoj*F- Vi d I r-r d I r-r d I W-r bi si bi 9 V I Ddhmdm W or Ron" 1 4F-I' d 4W-1- d I 47-r 3Wr d I 41-4r d I
rxrxa"r F-W b,
Ir-1. b W4r b V-r b VW
'H 1
I'M* -I' bj IN b
tj 14%7 b
2lx4lxL"F- d 10 OR b I 3r-r bi U-11' bi 37-r bi 31%r bf W-7 bi
4_bf ; i_: 2TWI �jb 4"xWx&12rSoWMw1ft Bmwil,
27-r dfl'IR-l' d jr I
vmmofv*W1mft14O1LPJLwJWmmdLftKjm ereri
rxrxLft I b IrW b b
lrxrx r 21r-T d I 2Y-r b I 211-r bi Ijr-C b I IWO bi I" b�
R- I r4` 1 Wi 1 ri 1 ri I NwW godmonvOK PloNo)
Now 2:491;=�b 0 N. -i v Low Wift
MY` bi 2r-i bi W-7 bi 2F-r bl ;W-W bi W-1- I E659ow I wwr 1-
p opeft W. Fgffrgi� -C
Wingbotbimbrwolo HOOK IV
2.Abm WM do not kwWo lop of bm kem.Add opwo FOr WN
49W
d VIF d di
bminspoo. di 4C-r
3-PullnopsdnldMndm=W"(40xwebftkmmIForbmmspmips"V=4lY4'tmbmnattw I AWn spom do nX kwkido kno of Now,how,Add' Windbidibmthmmlo sp�forfthdi*%ft
Km hd^ Fill
r"r r -r-r
M" WdoftPuftkwmch1W-Wcmmoh*Wd#w- - puffin OW Idwd' d In
d@WfW-Ujiq*nvidh purftett-i=0 pLffft wW M purks each diftofoor0orpiffM rmd kWW
JT d JEF d
n Ob speoft wdnmft m**W tr pW ockmino ow W In nm�md hoW
9 4.Span Is in be mmumd k=owdor albow md qwW lotwideorml
fat spsn nxn#M W-W WW as a
LiSpenwoolmWonion6ame dW#19%FLforupfo&iQ1iiwL 1. Usft wrimn pwid wM W Wind UpW br4M It
4.ft k MOM rAbd Vot to ongkow be consubed an wW screen
ff*iftM LOW fw8MMww1ourmwwW-i be"mfii mcdon a wk tmftbnm
2.AbmspmdoWbdLIONnOdkuobrm=AWh%6m k%jhofknmbswtsbm
0 V-0
---7-V
T T.r W
0
111-r tri
TZM Tf-Ir
I" bi I I
1r-P I IW4--bl-iff-W
&8pw1sinmwmdftmi, ofbwmWW4XW1=WNCft1DftKborwdowm*dW& up"hW^
&
4."m b lo be mmumW km corgm of -4 WxWkftmwdko in hods or me=fwwwft
Exwd'PbcMmVfDrrXCXLNr' -9wdonv*hW-W;irbV4r &8pomeabowdona lm&
F
id
m
Jk�l,
Table 9.3 Wood and Concrete Faft"m for Enclosed
TaWaS.1 Mownble Loads for Concrelm Anchom Table 92 Wood and Concmb Festenwa for Open Bulli I Loads and Aron SuNdhw
For Screws In Tension
For Smm In Tension Only 0*
C
v
09 Modn-Allowable-Lood aid AMx*
adn"ou
W
slower D, Mwfturn Allowable-Lod wd Alkibut"fto(Am for 120 WH Mel Zone Me I Sn jPodAmfor12OWHWWZo
V Depth A,,hwg" (FwWWPAgimotw#MVAMPKUnOwwanimTsWotn,-� oftilepage) (For WW R M, -o4w Vw 120 MM t)w Comandon Table at A, o
d-::�E' ad(In.) CONNECT1160M.wowbrOMBWdkw for OM BuNd=
ZftJL4kC Lono of
Fashmmm Tmftf
4 2
3
I-wr I 2-IM' 2330 1 2810 Diameter 3
-1W I Iwo I
1 2 1 2M 1 2810 1.
?Z -19
2640 _:3 SF 7920
2W-11 SF &M-238F I 7920-348F 1 IOM-48 IM-0 1 3MB
SIF FF I'law-M
(cono"Mme
114-Y 1 14)r 390 17 SF 790-34 SF I 118M-52 SF 11580-09 We I 2-11r
2W I IM OW-41811
I WW-203F I 1=#-b7SF I INOW-9118F 12500-M iL
16.0 1 'r 312#- 0249
1-4 SF
3Mr I SF I SM.41 BF 112480-54 BiS 11F -XIII
UM-34
TV we 1 1-3w 24W 2570 j. 1 3120-U BF 1 00-27, I-11r 4OW-1
i4jr 24W
Imm I Mir I 46110-209F 1 SM-41 SF 1 14040-61 SFI ISM-81!SFj,
h we I I Mrs I 2-11r 1.9"-36 8F 1 2340-V
1-1jr 3-W I 2-11r 1 75M-34 OF I IWOO-68 BF 123400-M SFI 3
3M-
1-W 3-W 0019 Sm I 3mrs I I was-is al,I rige NO 1 7120-17SF .1060-211
-31 BF 11 -40 SF 1 14M-
-233F I IOM -26MI IOM-30
R (Expansion Bell) 1 We 1 14W I SM -46 SF Is=-705F 12130-23 SF I I IOM
wo I 2-11r I 2MF 1 I?M-43&-1�-W
Im" r 2-1W mm 311s
3WO 1 2-Wr I SM-393F 117M-7?SF SM-118SMeN
2-7ff em am
COWOWUM To: 2.sw Pon far opEm Buiaw
smr I r I CONNECTING TO.CONCRETE less. for OM BUN&W
IMP I 3-11r 1,3480 !AM Long&of
Fasbow I LwWlh of Foolow
4-1/r 1.9W 2,8430 Dhmww I
Dismember 4
1 M2 ft Olin" s
g
Powmwwfft
TYM OF FAW1111111111t copmxob zem-M Mom w
M*Qumbr Server(Rawl I OF FASTENER e,"Quick S i!:_Con!!Illg-ikgmw fftwm z�Noon or N
11C I emmg 3M
! P14V 1 1 =#- .30
19-6 14jr 1 2=- BF- 48M-2D SF I UM-308F I a= OF I 4M-208F 100
Wr 1,161# 1 1.0m a=-
414W MO. i N; dM:-1ftW I NO-238F 1 6100-35
wr 6" 4-1/r 1 1,941# 1 1,4500 114't ;r I ZfUF-'1Z W 1 64M-Z3 UF I BIOP-35SF
Gonew M=
To Of
+
:: r 1 64V 1 Z8100 1 2.4050 j TM OF Mffr� Commarels some,Iftemml Top or or EM*Adwe TYPE OF FASTEN19t
Nalow -3/lVW 14M J-240-- 4=-128F 1 7110-1881
Alloweble Lood Coversion Muftbom 3MS*o i-wr 240-11 SF 1 4220-21 SF 730-32 SF I NO-43 BF 311fre 14W 31 -
I AM sma-m r or, by ummudecturems. for Edge Melonow Loss Then Od 3wml rfto 3170-14&v I -158F W-23
1)Con"is am 95
OW-288F M14.419FI12MA.959F
Iles MW
2)VdLMbbdiMOWN*dbadowlhaod*bdwd4WpNs& 1910 -033F IOM-27
OF 10M
Edp ANWOM LOW .48 SF 14M
3)Pm6whowollonowlwaybesubsibeed. Im's i-W
34
Tension I 6hw 114*0 1-W I 400-FOIF MISF 1=9 81 OF INO-81 3F
S)Andiommehingloodoporpormilcularloft" mln*mkft Distance wro 14rr
We i-1w 4=-19 SF I a740-38 BF 131 it-57 SF 174M-76 SF 8740-21 8F 329
12d 1.10 Im
Andwormoshftloodei - loto m loods. I &we 1-W -298F 449
-bymill see 3wo 11W I OU-208F I12WW-W 4M-105 Sn 12M
rM CW FASrElM!3t- aoss(RM a-
10d 1.03 TYPE OF FA�
uORloodbyllm-nolum bad. 3fift 1
FwarxirbommovAc -9d &we Mir I IM-521 241MOOMMI"IF 4al-M-210SF
3-11r 3 30-
n.r4rO.Q Od 0.96 3W* lumm-578F 21190-113111FI300010-1708FISM211-2V13F -649F 30001F-954
-7d 0.0 We i 10�- 130126-MBF i
almond upon-W-r Crobb,1.1) V21m, T 70$FI35120-157&F[5410-ZWSF17ZMS-314le
112's
ad 0.91 ir
UP Un WAD-lr,*WM aPW x OEM&UPRWIT WAA 3OW-97 SF I
X"
jC ad 0.88
imMMxrx7#18q.FL YAM UMD CONVEROM MARM vim
NUMSMOFAF VIM UMD COWWRIM TARIM VMD
ALLOWED UMD ON ANCWR
For V"Zann%gbm saw Ow 120 M%(Tfibb,
ForWW Mmwfib&m seem,ftm VA WH(ToWee Rwmk% NEWOM! FACM
awsm 2.102 nuftly I bob orw mot oweve by ft welft 1 102 135 looftwWfodo�byt%=,Ombnl 102
NUMMOFANCtIm.
flow
flow
110 1.15
Th, 0, use 2 one(I)onsoch"dupdA The dsbm=ftmftodpdftaW& joftcss��
no mk*mm tromftedgenfoormelolothe i2D I A 12D
--dw Ow b*-%fVWAMft
bad&for 2.W0 pm.l. -low am of" 140
T"IsbomeduiPAMPromw doN not be low Om ad
140 on
dwilrootbolometwild M d1s: ondm4perealer.
s d Is to-Wee domolor,
ISO 0.72
t
0
4;
um Allowable Faslaner Loads
Tikbb9A 11 Table ILS Allamall"An&and Anchw 1 for Bown
Anchored to Wells,Updghts,or Cardw IS Table 9-7 Aft-M-Anch-"*c%n Feelvirs for Andw I ftm
�J 11 for SAE Cmde 5 SbW Familansirs Into SM T4 Aft Akmdnwn Firming RUM jvff�
(holle---need ay mormenchummal
a sms. 1 2w
Ancheir OW #8
a 1.00
Exbwim T". W.D.*&.
SWrAPPftMW Somm Allowabla I.Ammis Twoolle To
Tov" --j"m
1" 0100 00 1 0.72
0 M2 1.00
n Foslosm M Famboore M2 Foolorom 0" 0 Ow
OAG
Y 2
foam 3MS' 1 #1
MMWAm Wall Twokwd Single Double Twel" Single Double Twmlo4 Skole Double ahvb DwOble Iff Mun 3MV 1 #12 #1 OM 1 0.78 Om OA
1 .70
ohm "0 Shm Bhw P-bs.) an 027 0.33 1 0.46
In mom OJO4 show shmem, W40 1-iff x I-vzl lnwwAmw) 1w 1 $12
6,100.) Obs.) (Lbs.)
PJW4 6.10114 0.1m.) (Lbs.) .1
122 122 1 70 m 143 82 #14 allonFockwolwAn
saw 86 1 50 Iff
105 1 02 124- 132 -IN 151 87 175 Concreleamel1lboclAnclaws
Andws
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