Plans 588 Plaza (VAULT) Existing House ("Host Structure") Perimeter Wall
Tributary Roof Area
Panel Clear Span+Overhang) ( 1 _�'
N M7 A
-- --r O J
_.__
--m Q
__ ' --------------------- ani 11 0
Gutter ----��---- c--------� _
---------- Roof Panels-See Com Hent Schedule i I - Q .�j (�
__ Roof attachment to Fascia/eave c I �' `.
I I i------ -------- ' ; m (see Section/Detail on Sheet 2) z ; Ii �r11 0 of
j 2x2 Header i 'Z,X.� Edge Beam ii II Z Q ° I I V 0 O\ Q
V I d``
II i (
`� Roof Panel Clear Span I 1 b t a m �� j ( 1 O - ' I I d 0 V J
House I Patio _ II @�c� t II _j
I (Host) 1 �— Side Wall Post(s) I Roof c O Z 5 �"-`'S ' II Q' Ld O
W I Roof I I '�-� I Overhang 0 jl i I 11 N o t
Lu I Overhang I I I = ' -� �Ql4-• ' I v\
I 2x8 PT Wal Cap 4 K I a ----__
U I --- ----------- ----------- --- ------------ ----11 Q f�
11---- m
- ---=--------
"-7"=1-`=T"`'T�'"'1lI C ncrete Slab Perimeter 11 9 4
Gutter @Roof Edge - -- ~
-1-- -1--�- 1 r ---------2 � I ( 6 r
0 1 - 8"Con rete Ma onry Kr�eeWafl - - _ I—(o
_ �— y Left Concrete Patio Slab/Foundation and 'Front' Wall Right
de
l Side Patio
Patio 3(, C> L Roof 13L
a� 4�
I Approved Foundation Roof Patio Roof Outside to Outside (including side overhangs) Overhang = t e
4
• Overhang
Refer to Footing Section/Detail,Sheet 2
d
1�I ,� A' 6- to
Patio Projection(Width) t—M VV IL� - PaTio 50ZLLN ENC�obuP
(Not to Scale-Schematic) LA
Tical Section / Side / End View
HOST STRUCTURE-EXTE;tRIOR PERIMETER WALLS `JhECFICA"6 AND COMPat NT 6CLLP -E
Job Configuratign:
AluminumFrame Sween Wall Screen ll
j PATIO CONCIftiETE SLAB
Length: aP by Width(Projection):
1 5116"a AN-Thread Embedded mto concrete - Roof Panel: 3" Riser by 12"wde, or O_"Composite Panel a o
s slablFooting(or aRematively drill and either epoxy 10=
with Clear pan of:In=Bo and Bearing Wall Overhang of: t(o� St
or use approved metal anchor recepticles into
abating concrete) 24"o.c.(max)AND-within
6"
abating
each column or post Resulting in a Tributary Width of:
N d v
FOOTINC;-' a Wall Components&Spacing: AN
1"x 2"OpenBack Sole Plate
1 a Bearing Wall Header(Edge Beam): �-
' 2x8 PT SYP Cap ROL ca
Posts/Columns: @ Spacing of: (p(,:) ` O.C. a )
3 W Patio Concrete Slab 2 3
8"x 16"Concrete Masonry Units Length),of Patio (aLeft Side Wall 2 Spaces -TZ O.C.w/Posts of: aa Q w
/Use Type S Mortar 4"Minimum w Right Side Wall 'Z Spaces Q-Mo.c.W/Posts of: 3 V v 4A
6x6 10110 Welded Wire Mesh Schematic Plan dewfooting/Foundation Location Door Locations: Q
or F�breMesh Concrete _
Q F J
Kickplate of: Height of: r1CL"
.r\� tt�NC,'L"J WALLO)a AMR(TOP PLATE.)2X2 L .AV X 040, � ca
SCk
OI-L PLATE 0f2 X 045 OPEN 6AAC/KJC.Y.PLATE GR Cll[aR RAL O�LRI M 2X2 X Dd0 116 a
2-f4 BARS u o
12" V A
Grade o �I
CS
Typical Section - Screen Wall Bearing on Block Kneewall
V � �
N N
2"x AM SEE TABLE 4 MIN. 2'32`x0.044` (TYPICAL)MSOLtO COVER z ,�0
SLOE WALL HEADER ATTACHED TO OVERHANG VARIES �i SHEETING BOTH SIDESmL ^�
EDGE BEAM 2/10 OR.BETTER vriTH 2•-0• MAX w i 1/2"xr VARIES W8 o IoSMS 3-,/2` SiJ18 ON i!p q T Ix z l< 0)
SIDE MIALL PURLINS ATTACHED TO 'GRADE OR RAISED 1 z r � <I-WxO.044' OPEN BACK i` x-2`x 0.044' OPEN BACK FOOTINGMAX _
ATTACHED TO FRONT POST WITH 1ON 2 110 x , 1/2" SMS SLAB 3 1/2' MIN. ow o o<
WIN #10•x 2` SMS MAX. SCREW BOSSES ( DETAIL)TYPICAL. GLASS ROOM MATH SOUKS ROOF. TYPICAL FRONT MEW FRAMING LTS Q o
6' FROM EACH:PURLMt . (HEIGHT OF UPRVT IS MEASLM FROM. TYPICAL GLASS ROOM WALL =�W a -�z
AND 24` O.C. TOP OF 1"�Y PLATE T�BOTTOM OF WALL BEAM)
aog Wa►c�ui
NyV A.-r rm
FRONT AND SIDE BOTTOM RAILS omz cm zW
FRONT WALL PURUN
ATTACHED TO CONCRETE WITH W w 0.019" ALUMINUM COVER PAN OR CONTINUOUS iW� -�t''o
1/4"x2 1/4- MASONRY QUICK SET �+ yzo M<
O 6"-FROM EACH POST AND 24' 0.73"
1
O.C, MAX AND WALLS A MIN. 1- ON RIGID INSULATION i �_r-alj
.•. .� FROM EDGE OF CONCRETE ALUMINUM PANEL COVER ` '� Wzw tao Z�i
XA
TYPICAL CORNER DETAIL i Hf8 x CORROSION REStSTIVE
2`x—. BEIM AND COLUMNS H \WASHER HEADED SCREWS O 224' �i_ C4 n�
4 - i/4 x4' LAC BOLTS ALUMINUM COVER OR MAX COLUMNS. SPACING O.C. ALTERNATE #8 x 5/8` SMS
W/ 1 1/4' FENDER WASHERS 3' STRUCTURAL INSULATED SEE TABLES W WW/ 1/2- DIAMETER WASHER_ cc
PER 4• PANEL ACROSS THE ALUMINU M
ul
FRONT AND 24" O.C. ALONG
j SIDES (WALK-ON) HEADER ATTACHED TO POST -WO. VARIES TYPICAL PANEL O
W/MIN. 2 110 x 1 i/2 1.NO
ROD FOAM INSULATION INTO ALUMINUM ROOF PMI. V
SCREW BOSSES TYPICAL GLASS ROOM
2. COVER INSULATION WITH 0.019' PROTECTOR PANEL WITH OVERLAPPING SEAMS. D
2' x 2' OR 2' x 3' HOLLOW . 2%2. rx37. OR 3'3a" 3,3. INSULATION PANEL SHALL BE CLOSED WITH ALUMINUM ENO CAP TO SECURE PLACEMENT DLIFE AND OR 14SECTS. z
SEE SPAN TABLE HEADER HOLLOW SEE SPAN TABLES 1. ANCHOR 1" z 2` OPEN BACK EXTRi1510N yyA1H TAPCON 1/4' x 2 1/4- LENGTH 4. PROTECTOR AND TO DISCOURAGE 1l1 BE SECURED BNESTING OF Y #8 x 5 CORROSION RESISTIVE WASHER
OR EQUAL MAX. OF 2•-0- O.C. HEADED SCREWS
CHAIR FtAa AND IICI<ELATE
FOR SNAP EXTRUSIONS ANCHOR TO WALL WITH 1 1 TH WASHERS 2•-0' O_G SPACING %
i^,KIAIR RAIL ATTACHED TO /2" #10 SMS•1KA 5 SCREW PATTERN WILL EIE 12':ON ALL PERIMETERS AND 24' O.C.OCFIELD ON EACH PANEL. J
2%2 x0.044' HOLLOW RAiL DOST W/MIN. 2 #10 x 1 1/2 ANCHOR BEAM AND COLUMN KNEE BEAM'1NITH AN CUPS AND#10 SCREWS 6. ALUMINUM END CAP WILL BE ATTACHED WITH 3 #8x1/2" CORROSION'RESISUVE'WASHER IlkQ
"
AND WASHERS
SAS IN SCREW BOSSES 2- THICKNESS FOR-SLAB ON GRAPE M 3 1/2' CONCRETE. 7.HEADED 3
ALL SCREW HEADS WITH.CAULKING.
POST UK 3ACNiEO TO BOTTOM 'I- x.r x 0.044" OPEN BACK 3. SELECT FRONfi WALL BEAM FROM TABLE 4mG LARGER "A' VALUE OF Q
BOTTOM RAIL W/2 OR W/2 + O.H. FASMIED DETERMINED PAN OR COMPOSITE PANELS. —
IN SCREW BOSSES 4. -W iS CUM.DISTANCE FROM HOST STROICTURETO FRONT WALL BEAM BASED ON CONSTRUCTION USE CORROSION REStSTiVE SCREWS. PANS
1/4" x 2 1/4' MASONRY x x ► OF HOST STRUCTURE ANCHORED RECEIVINGW/ fIOXt CIIANIHQ. AND A O
ANCHOR-*6' FROM EACH • HOST RIDGE GIP CONNECTION TO RECEIVING
POST AND 24' 0.G MAX STR11CllllitE CHANNEL. COMPOSITE; PANELS USE �
TYPICAL UPRIGHT DETAILWINDOW FRAMING CAN ATTACH '--�-s OR FASCIA t 1/4"x 1+1/2' WITH i/4" WASHERS SCREW LAiN
j DIRECTLY TO HEADERD ROOF THROUGH RECEIVING CHANNEL FROM TOP
CAULK ALL CO
CONNECTION REQUIRED
NNECTIONS d r
CONVENTIONAL FRAMING OR (SEE PETAL) 1�
ALUMINUM COVER SYSTEM EXTRUDED OR BREAKMETAL HEADER
SHEETING BOTH SIDES 0.032" MIN-
ANCHOR i' x r xo o44" PLATE r x __ EXTRUSION PER TABLE q,,S 1�DOW INSTALLED PER �r SMSOCG CONNECTION TO HOST STRUCTURE
i TO CONCRETE WITH 1 4' x 2 1
I MANUFACTURERS SPECIFICATIONS
` CONCRETE'ANCHORS/VDUNI 6'OF HOST STRUCTURE-OR FACIA O.5U8-FACIA CONNECTION REOUItEMENTS FOR VARIOUS
EACH SIDE OF EACH POST O 24' ALUMINUM SHEEiINC FOR VINYL LOAD CONDITIONS
s� 0.G MAX.-OR THROUGH ANGLE OLOAD CONDITIONS s•
24'0.C. MAX. `��. CLASS ROOMS MOOD VELOCITY LOADS DEAD + LIVE LOADS 29
M i
3 #10 x 1' SMS IHT1O SCREW SLO1S
MIN. 3 1/2" SLAB 2300 PSI CONE 1' x r.EXTRUSION HOST STRUCTURE 100_ MPH 110 MPH 120 MPH 22#/5F 32j/SF' 57#/SF c,^p
'
6x6-10x10 W.WLI. OR FIBER MESH / 1. CONCRETE -1/4 xi-1/8` CONCRETE SCREWS O it O.G------>2 O V O.C. ^a
f -40
1 1/$' imit IN CONCRETE TYPICAL SECi�ON GLASS ROOM 2. WOOD FRAME 1/4-4- LAC SCREWS O 6' O C------------>2 O 1' O.G y
SCItEENN, VINYL, AND CARPORTS ,p W. ^
x, x HOST STRUCTURE 100 MPH-., '110 MPH 120 MPH 22//5F 32(/5F 57#/SF z
' ,. CONCRETE 1/4-31-1/a CONCRETE SCREWS O t2" O.G------>2 O 1. OX < o
VAPOR FtARR1ER 2. WOW FRAME 1/4-x2' LAG SCREWS O 12 O.0.----------->2 O 1'.0-C. TE
ALUMINUM ATTACHME�ET 3 1/2' SLAB 6x6 NOTES W000 STRUCTURES CONNECT TO TRUSS BUTTS OR iFiE SUB FACIA
POST -TO BASE AND POST TO BEAM DETAIL MLW.F. OR APER MESH CONCRETE FRAMING WHERE POS�ONLY 15R OF SCREWS CAN BE OUTSIDE THE "A
' TRUSS BUTTS/SUB FAt;IA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. 1 a a
r x 2- OR 2' z 3" OR 2" SMB POST ALL SCREWS INTO TIE HOST STRUCTURE SHALL HAVE LAIN i-1/4' WASHES
ANCHOR 1 z r x0.044' PLATE2" x 2"'x 1/8- ANGLE EACH SIDE 3 1/2" MINOR SHALL 8E WASHERF
. ADED SCREWS.
TO CONCRETE MATH 1/4' x 2 i12' ATTACH TO POST AND CONCRETEP i
CONCRETE ANCHORS WITHIN 6" OF AT LOAD 13EARING WALL WITH NOTE: NO FOOTING REQUIRED EXCEPT WIEN ADDRESSING CRO".
EACH SIDE; OF EACH POST-O 24' 2 #10 x-1/2 SMS EACH SIDE VARIES r 2•-0' MIN. 111 2500 PSI CONC. W/
O.C. MAX .OR THROUGH ANGLE O V1 %VAPOR BARRIER UNDER SLABS BEFORE SLOPE 6x6-103,0 W.W. MESH OR t Y
24' O.C. MAX HAVING S1i$UCS �
MIN 3 1/2" SLAB 2500 PSI CONC. 1' x 2' EXTRUSION FIBER MESH TYPICAL
6x6-10x,0 WWLM. OR FIBER 1.1 1 1 `' WELL ACTED CLEAN Fal OVER SACRIFICED. - t #5 eAR C70NT. 1 {4 BAR;tX>Nt
/8` MIN. IN CONCRETE ,�12' NATURAL S� 903 RELATIVE DENSITY 3 1/2` -8- --_-- — , :-
' ` #
CONC.CONC. Fp i�EO BLOCK STEM WALL83sxi6 CMU �tt� �'f .
c
FOOTING WITH t
NOW.n'"`I"�oAta am �
6-xi2" CO1N0. #5 CONT. �xccunc.Mc.csx
VAPOR EIARPo£R LOCATE OIN UNDISTURBED NATURAL:SOIL FLAT SLOPE /NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING
1 15 VERIT. AT CORNERS AND O 10•-0' O.C. 0 - 2-/12- 2-/12" - 1•-10• > V-10' u
ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL RAISED PATIO FO®TING SLAB DETAILS ADDRESSING EROSIONo@ OF
s --
NUM CARPO 7-0"M In 75- ROOF AREA-FOR ALL%A S x (W/2 + O.H.) W n0
TABLE 4: f R AREA USE -AREA -_ 56 SF
VIOM SCREEVNHYI ROOMS AND FOR �` 7OOF AME . 12'.IAAX ROOF AREA IN SQUAREFEET
TABLE 2: MAX ROOF•BEAM SPANS FOR Al ROOF 7-6 ALLOY 1MND LOADS �i- as N
RppF PANELS OF OTHER OPEN STRUCTURES WO . -W12 + O.H.; POST TYPE 5WIIC 221/l 100 MPH 110 MP+ DEAD LOADH 120 1wPN1 � i
SPANS FOR STAND ALUMINUM IDRAIiANG L� LOAD VAD1'/2'+ 2'O.H - 9 HgT. O MAX IN / 300 eq rc
TABLE i. 3114 T�S.HS N ROOMS. AND Ol1ER OPEN ) 1QlMNGS EXAMPLE: y-4�x 0.05AN 0 71L BEAIA L+ TMSEAM SPAN . r- LOA05 3xx3"x 0.040' ROLL O �• 131 3250 4343 27 t9�6 �� ms
UMNO LOADS: C 0. H. ,• O:11. 2. O. H LOAD VA1H 9': L-L 022 i&MSy' FOR OESIGNA VW LOAD a•- 5.500 100 213 29,4 235. �w o~i� a<e
O.H. C x _ _ SEAM SMUVE LOAD 110 MPH t� 12'- 0 4' .. 375. 312 y =�pL
j 1/MpH VL LL^ = 6 _ SEAM 32!/.w 3x 3`x 0.060` ROU• FORMED l� 341 469 250 Nzo w* "n aA
1 MP.t1:W: L t - 6- - LOAD MADTII 22!/ x 3`x0 ' g- 1� rf5.--
_5c�- g- 0 6.000 109 273 3 235 �6 �o$�j A �a
1-1/4 x�032• - _ - 2'x 3"x0.050` HLT 8�J11A OR 2^ r 9'- 0` t - 3" i0'- 0 5.200 95 236 g,�j v a
00 MCH w. L � _ 13- 1- 6�-_ '3„ + 6_10 12'- 0 . 432- 360 tt�z m zw
tp _ 11 4� '� -10` SCALLOPED. 540 o z wo
120 1 w. L 6'-1 77-•_15 5•_ _9 6- 0" 6- 5'•3`0.0.060- & 'S 3 2� zocBRp b- 640 458 <1-3/4x�026` r 11 7�- 5 -. g 6 4'-11 5- 8` ?i 7,330 382 44%
�y �n
pp W L 'r T�g_ g• 6•- O` 4,- 8• 6'- 1� 5•_ 5. 5- O_ 14- 0 6.1� 111 2� za cc
120 MPH W L - T 3- 5= 8- 6'- 4- 9 16'- 0" 540 c� w <w
j�MUPH:W: L 4 :-- 1O. 648 . m ti. oz
11' 5' 5 4_5. 5._,0` 5•- 2 'Sx 3`x 090` LUBE 236 589 St0 554 461 )h� W z <
t_3/4-.x 0.032` . •- Q•- Z� 12' S" r 9•_ g' g-11.• 11'-t0 12.E 201 503 691 459LJzLd z�s<<0
11 lA {.w L �.-1�• j•- 1- 8$_g2• _ 2`x vi
4`x 0.050x ILT-SEAM 10•-11" 8•- 1 � 11.070 7 74' o - ��w
- S 9'- 9 8'- O;, 10•-.0- 8'-11" 7•_ 6 i4- 0 9,t80 167 41 5 wM Az-,6 L"
120 MPH W- L ---r-T 5 8-11 7- 3: 9'- 3 8'- 9. r._ 0- 16'- 0 675 563 t H
0x_0.026` 7 l 1 _- $ 13- 2`� g� 3' 6'= 9- g'- 8- r_� g 6'-$ 3'x 3`x 0.125` 2� 614750
600. `• - ni ri
100 MPH w_ L 1 it,11- 1q t2., 3- r= 9` 6•-_ r 8'_- t. 6'- 3. 333
If
i10'�sg 11= 5" a tt 6 tt ti'- 12.000 13.500 2t8 �4 � 400
it0 MPH 10-11 9 EXAMPLE 6 11� 5_ --.' 6_ 7" 5. 9` 14'- 0` 0.� 145
120 MPH-W- td 4 6'- 5 16'- Cr 970
S-x10�03ZW L i •- 15•-pp$.-- 14ft:gq' t5- 1- 11' 6�" T 5 7•� 0 _ 4'x 4`x 0.125` TUBE • 423 1.058 1.455 1•t64 863 (D J
100 ttp MPH W L 1 -•18" 12-& 13- 3• 14- .4 12' 6- 3" 5_ � 23.280 1.034
,1' 3" t5'- g- 941 1.294 922 J
120 MPH W. L- 1 3' 0. H• 2`x 4`x 0.044'x 0.120 S.M.B. -T 14•-.4 12'-)O 10.- 8` 1g- 0` 20.712 3� 838 1.152 768 Q
LIVE LOAD: ALL gUKJwG TYPES, 5 12-10 10•-'`� 13• t" 1t•-.S` g•-11' 18.430 D 39 cc
O.H. CONDITION NO 0. H 1 0. H 7 0. H. 6• ii•- 8" 9.- 6 12- 1` 10'-10" 9•_ 3' 20'- 0- T_6
10'-10` 8'-101" It'- 4" t0._ t
1-1/4 x_0.026- 7;-.0, r_ 3- 8'- 7' - r g_ 3r_ g•_ 6- 8'- 8` ta
.. ALLOY 3105 Ht6 OF UvE + DEAD LOAD AND WAVO LOAD SHALL GOVERNL O J>
20 //SF L L 6'_ ,- r= 0` g 10'- 1' 7•_ �- 10'- 8" g•_ 1. 8'- 3` 1.,THE 511AUER ROOF AftfJt J o
30 // L L 5- 9" 9'- 6- 10'. 1` U?U
1-1/4'X-O.032- $_ 6- g• t" -- 9' g•_ 1- 7'- 59" g._ 8' g- g' 7* 1 TABLE x ��TEO FONnsF OR CARPORT POST W/ ISOLATED F001 OADS -
g-:3- r-10 - to' 8'- 8" r-.� 9'- 3` g- 3 r- 6 MAXIMUM ROOF AREA FOR BELOW LISTED 1MrID VELJOCiTY U�TMpH
30 !/5 L L 6._ 9" r-0` 1t' 6•_ �`
-- 12' g•_ 3• 13'-10" 100 MPH 110 1ApH Z J
1-3/4'x• •026' r- 7- 8'- 4_ --- 2"x 5'x o 050`x 0.120` S.M B 16_11' 15- 2. t2; 8` FOOTING TYPE E SIZE 21 Q
i. L r-;4` r-11 "`_ 15- Y 12'- 15_.6_ 13-10 11- 8„ POURED CONCRETE 29 72. 51 tv 111
20 //SF 6•_ 0- 6'- 4" 5. 13•-10 11'- 14'- 4 12'-/0; t0•_tt 1'-0"X 1-0 72
30 //SF L L -s-•-�� 6 10` ld- 15_- 5' 12'_ 0 4•_ 1•. 0"X 1.-4• 86 136 116 cc
W
1_3/4-X0.032` 8._t0 gt 6 r 12'- g.- ® il•- 3` 10'- 1'-4'X i'-4`X 163 134
L L g 7- 8'- i g• 12;- 0. g•_ 12' .8 10._ 8' 9•_ 9 1'-6-x ,•_6'x 2•-0' 187 156 . 196 0 V
20 !/�L L r- 0` r 4` 9' 1IV_0"= 8" 8•_ 1 - 5" 10'-3- 8'-49'
1" 1'-S'X i'-8-x 2'-O• 275 229 257
3"y_0.02630 QD
t3•_ 4 13•-1D 14- 6_ 10' 10•-• S" g•_ '4 10'-11' 9•- 9 1'-8'X 1'-8`X 2'-6. 346 288 331
20 // L L 13-.3" 7t._ 0 11- 6 12 4 11' 9•_ g g-: 8` q'-0"X Z-OLX 2•-6463
386.
30 // L L 10' .9` 12' i y 2" 15; 8.
032• t5•_ 7" 16'- 2` 2"x 6-x 0.050 x 0.120` 0 t9- 2, _ t4- 3 2'-6'X 2'-6`X Z-6. CRETH: do BAC OVER SU►B 56
15- 1' 15- 2` 13•_'8- tr- 2 14.= 9` tr_ 6 15- 0 73'- 3' T Sud w/_'�/ ` 6
L L 12'-1.1' 5'. 12- 14- 6 PRE-CAS t77
20 //SF t L 72'_.3- ,2'-.5 WALL tMpiH PLUS OVERHANG• 6• 15- 8" 11'sa 10. tfi- 2' t5.- 7' 12 i 4- 1'-4 X 1'-4'X 2'-4
30 #/SF TOTAL - PANEL 11Y07H ROOM NAO1H PLUS 7• 14'- 5 1t•s 1 1S- 2 12._ g• Il'- s'8' AREA FOR ANCHORS _
THE 2. ALyEST VALUE OF THE VAND LOAD TABLE OR THE LL TABLE OOVFRNS• 13�- r t - 3•
ROOF PANELSBLE OF 7* 10!- 5' r• 12'- t` 11;- 1 AiHC110R ALLOWABLE, LOADS AND ��S 'e.�-
g• 12'- 9" va 11` 13.• 11'- 7- 10- 6 INTO W000 FOR OPEN z<
TABLE 1_ MAXIMUM SPANS FOR STANDARD AL;JMIN UMNGS 10' 12'- 1- 12-1t tOt„ 3" tor- i" ANCHORS
3105� 1�S�Ett ROOMS AND O1HER OPEN BUADI 12. 11•- t` 691 50 12'- 4- 16'- 3` AU UNABLE LOAD /'MAX LOAD AREA (S F.) O 120 to 3.H..WINO LARD 4 j
WIND N10 O. H 1 O.H 2. O.H. �7-H�. 16-�`
7- 16'- 5' 2'x r x 0.062'x 0.120 S M 81= 6- 19.11 16'_ 6. 15- 0 !OF ANCHORS
3' x 0.020 100 MPH W L 15;11` 1C- 74•_10- 15- 6 6• tr- 9" .. 5" 18'- 5 IS'- 5' 14- 1 OiA1AEiER ANiq 10 EMBEDMENT S.F.
_ •' S28!/� 2#/38 S F. "1.056#
1110 MpH w.L 14- 3' 13'-Sr 13'- 7` 14- 4 r 1H'► 6; 1; .•- 7' 17'- 3 74•- 6- 13'- 3- S.F.SF. SF. t-
MPS WL 1 0 IS'-11t tg,_ 3. '79•- 9-. g 15: 5. g 10' 16'- 3` 12. g` 264!/13 S F. 7.188//57 SF. 1.584/ 26 SF• a+
3• x0.032 MHr+wt 1a3 10" 16-11,.. tr- 4. 1r:11 " 9• 14- 6 tri 3. t5. 5 ,S- 9� 12'- 0- 1/4' x 1- 396//19 SF• 792// 7� SF. 2.640//1
76;-10, 13'- 9` 1 g- 14'- g 1S-_1' 11'- 6; 1/4' x 1 1/2r' t SF. 1.320//63 SF. 980//94 .� '�
110-MPH VLL.' i5- 4 15- (> 15-11 16- 6 13`- 1` 1/4 x 2 1/2` " 660#/3
120 MPHTY!'ES 3' OIL 11. 12•- 7.. 7 5 i34'- 12�- N'- 0 624//30 SF. 936//45 SF. •t.248//�7 SFSof. $�•' <n
OCH-LSUl NO 0#1. i' O.H.. 1�0 7' ir- 2- t2 12•- 1• '• 10• t5- o- 1t- 0 to- r 5/16- x 1- 312!/15 SS 1.560!/74 SF- jh� S.F. 31 0/ m ®� o
16'- i-. 16'- �. 13'- 0" t4'- 5' 14 1t'- 8 �_ 6` 16'- 9` 5/16` x 1 1/2" 468#/22 SF. 936!/ ��o
x 0.026- / k!t13'- 1 1S- -� 10•_ y- 19- 3" 7'x 7'x 0,06Yx 0.135 S.M B ._ 0 2Q•- 6 tg- 4 15- 6' S/1g' x 2 1/2" 780#/37 1 424//60 S.F. 1 G'o t!
/(�?r 1g_ 4"_ 7g- 5" i's- 6• • 6' le- 4` • ` 1r- 0 14.- 6- 1.060//34 S F.
3- x 0.032' 30#/ .LL 14-11 IS'- i' 16- t OVER11At1G r 1r- 0 -t0" tr- 9� 1S. t3'- 8' 3/S' x 1 7 S.F. 712#/31S.F. a _"'
534#/25 S.F. 1.068//51 S.F. 1. 6 S.F.S . 2.136//102 ,� -�
WQTH • ROOM 1f 7H PLUS WALL NA07H PLUS 15 1, 5 �t9 i4- 3"• t3'i 0` 3/g^ x 1 1/2" 534J1.780#/8` 2 %67 S f. 3.560//169 S.F. w W.0
1. T PANELgdml.ESOF TFIE MIIND LOAD TABLE OR THE LL2. THE �7E ROOF tp• 14-10t_ j 15- 2'- 1�_�- 12•- 4, 3 x 2 1/2` . 890//42 SF.
vam _ 7- _ 11:-10 m ��
11" t M011MUMW/3105-M4, 255ALALUM � 1HING k STANDARD ALU 1.0# EPS GORE 12' I o"t2•- 6' �_ Z• 15_15 11'- 7' 1S-it ANCHORS INTO CONCRETE FOR OPEN BWIOMiGS p
FA18153S 11'- r 9'_t0 t11' MAX LOAD AREA (SF.) O 120 Ms Nt WINO LOAD 4 n a '�•
rme LOADS jc-%*1YL ROOMS, AND OTHER OPEN 3' O N 14 _ ' g-. i9 LOAD
CARPORTS. SCTEE?1 1' OA 2 O.H. 2"x 9'x 0.072`x 0224 5 M � _ y� 2 • 4_ _ 4 1 -6ANCiORS 1 7 2 44 S f., r_No O.H. _ 1 '- 6. � it 7" _ �. Z; 7 ! EMBEDMENT
71#/i
O.H. COiIOMON 15'- 6' 15- t0- 6 7' 1�. A1C;- 19- / ANCHORx 9 S.F. 2.2 os S F. 3.028//1 -
3'x 0.026` 100 MPH VLL t3. 4- 13i- 11' 14'- •4 t5- 0' 8' 20- 4 5- JC21- 4- 18'- $, 16'- r DIAMETER 757#/36 S f. 1.514!/3
13'- 9- 15- tt 19'- 20'- 15-10
110 MPH"WL t2.- 6 12-- g 13'- ' r 9. 18'- 4-10 19'- tr, 4 15'- 2' 1/4' x 1 1/2` SF- 4.228//201
120 MPH WL _ 17'- 2 17'- 9. 10, 4- Y �jr- 16- r _ S F. 2.714#153 Sr. 3.171#/151
700 MPH WL 16- 8. 16' 9 - 15-• 5 16'- 1- 11 ". t 6' 4 ¢15--5' 18• 16- 0" 14'- r x 1 1/2' 1.050!/50
3`x 0.032` 14- 11 15- 0. 14- 10 12; 16_ 13' 0 1T-10" 15- K. 14'- 0 3/5 06 S F. 5.772!/275 S*`
.FF ti
1t0 Mptl W-L 13- 7- 13- 9 14'- .2 t6•_ 10 13 12'- r 1r- 2"
120 MPH W.L 15 8` 1:i� 10'� 16'- 1- 1' - 3 14• 15- S. 22; 1 1/2" x 2 1/4` 1.443//69 S.F. 2.886(/137 S.F. 4.329#/2 P n!
4`x 0.026 100 MPH•WL 14._ 0- 14- 2 14'- r 14 2` 2`x 9`x 0.072'x 0.224 S M!$1 - _ 2r- 0 FOR OPEN gLpLpING
110 MPH WL 13'.- 0' 13'- 5 4'- 25- 3` - - 5 �Z BOLTS pOST TO BEAM {
120 MPNI WL t2•- 10 113._ 10 lg•_ 1' 19'- 7"'. g 18'- 6 21- 4, t9•- 6 �1
100 MPH WL 18' 8 _ lr- 9- • 17'- 5 25-10` 3 is!- 6 S F• O 120 M.P.H. MANO LOAD
4x 0.032` 110 MPH' -L 16: 9 15-14` 15- 9` 16- 4 9' 21- 3` 16'- 6� „.22�.- 6 1V 3- t6-10 ALLOWABLE LOAD / MAX LOAD AREA ( 2 3 - y EE7 /
120 MPH W.L 15- 3` 1;. 19;- S t5:9� 20 8- 18- 5. t6'- 2 !OF ANCHORS 1 POST TH N(NESS + 1/2
LJVE LOAD (*WUD S 2 //5F DEAD LOAD) t2• Ifr- 5' 14- 6 19'-10 tr- 9 15- r p1ALETER ANG'HORx (LENGTH 7.068!/336 S-F-
13'- 8` 14'- 5 13' tr- 9 3'-11 19'- 1` tr- 1" 4.712//213 S F.
G TYPES ! 13'- 1- 12'- 5 14' tr- 1` _ 11` - 24'-, r 7/4 x t+1/2` 2.3564/112 S.F. 10.600#/505 S.F.
ALL 0.026' /SF 13- 2` 11'- 6_
3`x 0.026` 32#/SF t0'- 70' i1�- 0` t5•_ 5- 2 x 9`x 0.072`x 0.310 SM:k•21•_17 �'- 1`• X25- _ 2_+ 5.300#/252 S.F.
22#/SF' 14'- 2" 14'- 4' 14'- .9` 26;11 G 28'- 2" 21- 8` 3/g x t+1/2`
3'x 0.032` 11'- 11" 12'- 5" 13'- 2- 7 20- 23'- 9-
32# 11•_ 9- t4•_ g- g 25- 2 19;%- a 25'- 6 2 •_ $ 2Q•- 6` Ip- x t+1/2` 9.426#/449 S.F. OF
6-
22f/SF t3•_ 5- 13'- 6" 14'- 0` 9' �3, 6` 18- 46. 224'_02 21- 5 19 9
15
4-x 0.026` 1- 11'- 3: it'- 9" 12•_- 7, 11 21- 5 17*- 24*-
9 2Y,_- 1' 19- 9 187, 4`
32j/SF I22#/ 15':- 11 16'- O 16--3•_ 5g t 14'- 06 12' 19._ 9_ 16'- 1" •_13- 19'- 0" t
4"x 0.03Y 13- 2 13'- 4 13' t5- 6`
t 32#/SF + WALL VA + OVERHANG. t<• 19'- 0
t. TOTAL ROOF PANEL MADTH ROOM VND iti
2. THE LESSER SPAN OF HAND LOAD OR LJVE LOAD SHAD ��