07-0157 Permit Pkg 040407pt; Tip Clty of Yelm Permit No: BLD-07-0157-YL
Community Development Department Issue Date: ,~tlssued ~//~1/"?
~ (Work must be started within 180 days)
Building Division
Phone: (360) 458-8407 Receipt No: 47880
_, Fax: (360) 458-3144
Applicant:
Name: All Weather Const. INC. Phone: 360-458-5968
Address: P.O. Box 2989 City: Yelm State: Wa Zip 98597
Property Information:
Site Address: 16622 Rainer View Drive SE
Assessor Parcel No. Subdivision: Mountain Sunrise Lot: 21
Contractor Information:
Name: All Weather Const. INC Contact: ,Chuck Phone: 360-458-5968
Address: PO Box 2989 City: Yelm State: WA Zip: 98597
Contractor License No: ALLWECI953AR Expires: 12130108365 Business License; 2392
Project Information: I
Project: 16622 Rainer View Drive SE.
Description of Work: 2 Canopies, lcanopy 13x32, 1 canopt 6x8
Sq. Ft. per floor: (1st) 0 (2nd) 0 (3rd) 0 Garage 0 Basement 0
Heat Type (Electric, Gas, Other): OTHER
Fees:
Item Item Fee Base Amt Unit Fee Unit Rate No. Units Unit Desc
Building Permit -Other 94.45 ~^0.00 0.00 0.0000 0.0000 $1,000
Building Plan Review 61.35 0.00 0.00 0.0000 0.0000
TOTAL FEES: $155.80
Applicant's Affadavit:
OFFICIAL USE ONLY
I certify that I have read and examined the information contained within the application and know the same
to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of I # Sets of Prints:
Yelm regulations including those governing zoning and land subdivision, and in addition, all covenants,
easements and restrictions of record. If applying as a contractor, I futher certify that I am currently
registered in the State of Washington. Final Inspecti n:
i~
>~~ Date 7~~ ~0 7 Date:
Signature
Firm ~!~Gy c~ ~L, s~ ~c K s ~ ~ ti:. --By•
y pF THFp
~ City of Yelm Permit Fees Schedule
~
~ PAID
A Community Development Department Permit No: BLD-07-0157-YL
~ ~ Building Division ApK - 4 2~~7
Phone: (360) 458-8407
M / p ~
CI~' Or r tLtyl
YEL
Fax: (360) 458-3144
Applicant:
Name: All Weather Const. INC. Phone: 360-458-5968
Address: P.O. Box 2989 City: Yelm State: Wa Zip 98597
Project Information:
Project: 16622 Rainer View Drive SE.
Description of Work: 2 Canopies, lcanopy 13x32, 1 canopt 6x8
Site Address: 16622 Rainer View Drive SE Assessor Parcel No. 63540002100
Fees:
Item Acct Code Item Fee Base Amt Unit Fee Unit Rate No. Units Unit Desc
Building Permit -Other 032 001-322-10-00 94.45 V 0.00 0.00 0.0000 0.0000 $1,000
Building Plan Review 100 001-345-83-00 61.35 0.00 0.00 0.0000 0.0000
TOTAL FEES: 5155.60
CITY OF
YELM
P.O. Box 479
Yelm, WA 98597
360-458-3244
RECEIPT No. ~ ~ ~ $ O
RECEIVED ****ONE HUNDRED FIFTY FIVE DOLLARS & 80 CENTS
RECEIVED FROM DATE REC. NO. AMOUNT REF. NO.
ALL WEATHER CONST. 04/04/07 47880 155.80 CHECK 14858
P.O. BOX 2989
YELM. WA 98597 BUDGETARY
CITY OF YELM
RESIDENTIAL BUILDING PERMIT APPLICATION FORM
i , ->
Project Address: / 6 b L i /Za-~~+~- /' ~ ~l~ f ~ Parcel #: ~~ S ~I ~ ~ C' Z ~ ~ ~
Subdivision: Lot #: ~ ~ Zoning; ~a
~ New Construction a Re-Model / Re-Roof / dditi u Home Occupation Sign
_I Plumbing u Mechanical u Mobile /Manufactured Home Placement ~ ~ Other
Project Description/Scope of Work: ~ / ~ ! j ~'` 3~ ~ t,.~. ~ ~ ~ " ~ ~ ~~ ~ • F~ ~'~ `~"" ` ~ ~~/~
Building Area (sq. ft) 1~' Floor 2ntl Floor Garage Deck
Basement Carport Patio
# Bedrooms- # Bathrooms- Heating: GAS/OTHER or ELECTRIC (Circle One)
Are there any environmentally sensitive areas located on the parcel? If yes, a
completed environmental checklist must accompany permit application.
BUILDING OWNER NAME: ~' ~ f C ~ ~ °° `'~
ADDRESS / 6G L L ,c~.~,t-- yr ~ 4~ Sfg EMAIL
CITY_~ ~~ STATE ~.+~~- ZIP 9Ps5 7 TELEPHONE 3G~ ~ v,~b' ' S ~ ~'
GENERAL CONTRACTOR ,¢/(w~~~.- fi • FN c TELEPHONE 3 6~- y fF- 2 ay ?
ADDRESS P, cl. /,^'c~ 1-~i ~~' EMAIL rc...1 ~+. ti i ~ ~°- y~lw.,~ • ~""
CITY ~~.i,,.-, STATE w~ ZIP y y J ' ~ FAX 3 Gam- y 5~ ~ ~ 1'
CONTRACTOR'S LICENSE #,t ~~ ~-~~ `; gs 3.i ~ EXP DATE b Y CITY LICENSE #
PLUMBING CONTRACTOR TELEPHONE
ADDRESS EMAIL
CITY STATE ZIP FAX
CONTRACTOR'S LICENSE # EXP DATE CITY LICENSE #
Copy of mitigation agreement with Yelm Community Schools, if applicable.
1 hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the
above described property will be In accordance with the laws, rules and regulations of the State of Washington and the
City of Yelm.
Applicant's Signature Date
Owner / Contractor I Owner's Agent /Contractor's Agent (Please circle one.)
All permits are non-transferable and will expire if work authorized by such permit is not begun
within 180 days of issuance, or if work is suspended or abandoned for a period of 180 days
PO Bor 479
Yelm, WA 98597
(360) 458-3835
(360) 458-3144 FAX
mu~w.ci.velm.ma.uA
ROLL FORMED PANEL PANEL
FASCIA, A
[ BERM DI
POST
FREESTANDING SINGLE SPAN CQVER
VA
~ r
WIDTH MUST BE AT LEAST d ," ~' CUBIC
75% DF PROJECTIGN FOR ~ ,~. ; :'~ ~ FOOTING
SINGLE SPAN ATTACHED V
STRUCTURES d ~ d
WIDTH LEDGER BOARD
/ 0.5' PER 12'
MINIMUM SLOPE /
V~
VA
02
ATTACHED SINGLE SPAN COVER
MAY BE MULTISPAN ,
~-CIRCULAR FOOTING
ALL HEADERS MAY
OVERHANG 30% OF
POST SPACING
r MULTIPLE SPAN
HEADERS ARE ALLOWED
PATIO COVERS ARE
LIMITED TO 12' HEIGHT
COMMERCIAL COVERS AND
CARPORTS ARE LIMITED
TO 1B' HEIGHT
3.5' CONCRETE
SLAB (OPTIONAL)
FORMED PANEL PANEL
I BEAM OR OTHER
STRUCTURAL HEADER
MULTISPAN
FREESTANDING UNIT
va
0.3
POST
ALL PANELS) _"
MAY OVERHANG
30% OF THEIR ` '' ",
CLEARSPAN :~~~; ~;:. ~~~ CUBIC
FggTING
d w
~
~
U F
'~ ' r~.
.
d r~/d
SINGLE SPAN
FREESTANDING UNIT
a ,,
_ .
~
3.5' CONCRETE
.' "~! SLAB (OPTIONAL)
i
ed
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PROJECTION 7. Alternate alum. alloys nay be substituted for those specified provided
they are registered with the Alum. Assoc. for equal or greater guaranteed
minimum properties CFtu, Fty, Fcy and E>, Thickness indicated is bare petal and
TRIB WIDTH r- TRIB WIDTH -~- TRIBUTARY WIDTH negative tolerance is -5%:
8. Lag screws shall be placed In holes prebored 70% dlnn. For concrete block
OVERHANG L construction, place masonry anchors in reinforced grouted elements only.
9. A foundation and solids Investlgatlon is not necessary unless required by
1802.2,1 through 1802.2,6 of the 2003 IBC.
EXISTING 10. Drainage which otherwise would go over a public sidewalk shall be collected
and diverted under sldewolk
STRUCTURE
VA
OS
11. Patio Covers nay be enclosed with insect screening, approved translucent
or transparent plastic not Wore than 0.125' thick or glass conforming to
Chapter 24 of the IBC. Maximum wind speed is 110 mph Exposure C.
12, The roof panels shall have a nininun slope 0.5' per foot.
13, Soil is assumed to be Class S of Table 1804,2 of the 2003 IBC. Enteral
sllding resistance does increase with depth and posts are considered to be
isolated flagpoles as per 1804.3.1. Allowable Foundation Pressure=]500 psf,
Lateral Bearing=200 psf/ft..
14. All steel shall be galvanized or painted one shop coot of rust Inhibiting
primer and one coat of enamel finish cont. Point inside of all embedded posts
from the bottom to 12' above grade.
i5. Wind velocity and Snow/Clue load Is Identified In all of the relevant tables,
15. The width of single span attached structures oust be nt least 75% of the
protection.
General Notes
17. Multiple span units are allowed. For attached units one horizontal
1. Structural design per 2003 International Building Code dimension oust be equal to or less than 30' unless additional wind evaluation is
Patio Covers ns defined in IBC Appendix I shall be used only provided. There is no restriction on the other horizontal dimension. This
for recreational, outdoor living purposes and not as carports, restriction relates to the definition of 'a' In ASCE 7-02 Figure 6-2 and 6-3.
garages, storage rooms or habitable rooms. Commercial Covers
may be used for these purposes. 18. Any unit built in a snow load higher than 30 psf and in Seismic Design
Category D, E or F is not permitted w/a additional seismic engineering
2. Fasteners are to be stainless, zinc coated or galy. steel. evaluation. -
Concrete anchor shall be Insinlled In accordance with 1CBD E.S.
Evaluation Report 4627 or equivalent, 19. All roofs are Class A fire rated,
3. Concrete shall hove a compressive strength, f'c, of 2500 20. All screws are self drilling (SDS) or sheet metal (SMS) and In conformance
psi at 28 days. Minimum slab thickness Is 3S'. No post shalt with ICC ER-5202, ER-5623 or equivalent
be placed within 2'-6' of a crock or 4' of nn edge or
expansion joint. 21. Header splice shalt not be located nearer to the end than the first
Interior post.
4, Each application shall show a complete plot plan of the
property and buildings. Circle the post spacing, span, etc,., in
the tables that fit that particular job,
5, Each Installntlon shall bear an Identifying decal giving the
name and address of mfgr., live load, horiz, and uplift wind
loads and approval number.
6. Light gage steel shall be per ASTM A653. Grade will be
specified under individual details. Thickness is bare steel.
Negative thickness tolerance is -5%.
22. Bolts shall conform to ASTM A-307.
23. Drifting snow Is addressed In detail WA53. sllding snow is beyond the scope
of this report.
24. When attached to a wooden deck, the maximum dead =live load per post is
75C#The maximum connection uplift is 950# for 90 mph winds. Connections are
for a maximum patio roof height of 12'. The existing deck structure must be
adequate to sustain these addittionnl loads. The structural adequacy of the
deck is beyond the scope of this report.
i~
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PUTNAM ENGAEERMG
3441 IVYLINK PLACE
LYNCHBURG, VA 24503
C434) 384-2514
CARLPUTNANLADELPHIANET
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PROJECTION
TR]B WIDTH ---~- TRIBUTARY WIDTH
2aA0 0.070
F0.500 Ob50 ~ 0.500-{ I L000 0.920
1.420--i II t
2.440 3.292 J ~ 2.a19 a 0 2.500 0.600 2.460
Ob71--{ `/ OA29 ~ ~ 3.5100 i F0.300
41' 75' ` ~ /440 0.806-1
A ~--8.300-~~ ~ ~ ~I-x000 De 6AOOI
3"x24" STRiJCTURAL PANEL 4'x12' STRUCTURAL VEE PANEL 2.5`x6' FLAT PANEL
3004H36 ALUMINUM 3004H36 ALUMINUM 3004H36 ALUMINUM
ASTM A-653 GRADE 40 STEEL ASTM A-653 GRADE 40 STEEL
N()TES~
1, FASTEN ALL PANELS TD FASCIA WITH #10 SHEET METAL SCREWS (SMS) OR SELF DRILLING SCREWS (SDS).
Z, FASTEN ALL PANELS TO ETHER HEADERS WITH #14 SMS OR SDS,
3, 90 MPH EXPOSURE B AND C REQUIRE TW() SCREWS AT THE HEADER AND HANGER PER 12'.
4, 105 MPH EXPOSURE B AND C REQUIRE TW() SCREWS AT THE HEADER AND HANGER PER 12' FAR ALL TRIBUTARY WIDTHS
UNDER 8'. ALL TRIB WIDTHS OVER 8' REQUIRE THREE SCREWS PER l~'
4.000 ~ DA28
3.OD0
_~ ~ ~ ~ P.0.14D ~
3.000 OA32 ALUM
80980 OA43 STEEL
4A00 0.125 4' IXt 5' 0.188 D.062 3A00 13
3000
a ~ ~ ~~ -1 f-Da7z 3` CLGVERLEAF PGST
0125'X4'x4' PGST t0 4' GR 5" SQUARE 0.075'X3'x3" POST 0.062'X3'x3' MAGNUM POST 3004H36 ALUMINUM
6063T6 ALUMINUM STEEL POSTS ASTM A36 6063T6 ALUMINUM 6063T6 ALUMINUM ASTM A-653 GRADE 40 STEEL
Fpp32 I n062
~E-1.500 I I I-IS00
O LLLLS...'LLISQ TW1,5' SQ IN PNST
Ia 3004H36 OR 6063T6
ALUMINUM
5
O f--3.650-{
zo
6' SM~()TH GUTTER
6063T6 ALUMINUM
=1 I-1 ~5
DA75
6.1D0 1.1.37
I
L915
a~D~
D274 Dsn
1,
9 ~ 0250
4.1D0 1.299 ~\ a
Q 4A60 16
15
x993 f-LOOo
-j1.7a2f- ~/
HANGERS FAR 4" PANELS
6063T6 ALUMINUM
F[32
0.480) ~--3.170---I
zt
6' MAGNUM GUTTER
6063T6 ALUMINUM
a66z-i
0.062 3.600}-{ I^
/~ aloo a 3aoD
aoB1 I O
A ~fj r-LDt2 --~L7oz}--
l7
HANGERS FOR 3' PANELS
6063T6 ALUMINUM
2UDED ALUHINLM CL
0 I 80.315
,~~~4JJJ,,Q,,, F0.R 3' PANELS
Sll0 T
I0.476J DA75 2A50
a o.4aDU ~-~.nD-~~
5' MAGNUM GUTTER
6063T6 ALUMINUM
~OA50
~-OA62
A
AIWNING RAIL
6063T6 ALUMINUM
it
1' NiN
0 0 0
0 0 0 o b o
o c o 0
23
5.782 0.055
I' M[N
I
1812
~-3.442-{ I
FASCIA SPLICES MUST BE WITHIN 12' OF A PGST.
6' MAGNUM SPLICE 6063T6 ALUMINUM
>~ ; ~ m
m~mm
~1 '°'-
/5.~ FNOm
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m
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PUTNAM ENGD$ERING
3441 IVYLINK PLACE
LYNCHBURO, VA 24503
(434) 384-2514
CARLPUTNAM2apELPH1ANEi
oeom 4 ~
NTS
FOUR 3!8'
l
-I 2500 1-
0.750
-3.SD0-j STEEL C BEAMS ARE 12
(0,105'), 14 <0,075'> AND
16 (0,060') GAUGE
THICKNESS
2.500
~A~ ~
lonao
zs ~ sooo 27
a'so _
DOUBLE STEEL C BEAM STEEL C BEAMS ASTM A-653 GRADE 50
z-a1o sns a EACH coHTACT
(ROOF PAN TT1 [-BEAM),TYP.
ROOF PANF1.
TVO 3/8' E1].TS
V/ LS' STEEL VRSHER
4' O2 1' I BEAH
NE 3/8' B0.TS
FDR d=31' FOOTING
TVO 3/B' BOLTS
FDR d=39' FOOTING
i
3'x3' CLOVERLEAF
HEAVY DUTY BRACKET $TEEI POST
ALUM OR STEEL
34 I BEAM CONNECTION
I BEAM CONNECTION
0.ll6
alts I
also
0.410 0.1251
4.000 D~j
~~~~
~ 4'x3' I BEAM
6063T6 ALUMINUM
rOb25
i
3b87
VA
3l
1zoo~-{
-t-a125
0.400 ~f•"D'~
7A00 0.tl5
0,750
~h-4.000-{ 1
29
7'x4' I BEAM
6063T6 ALUMINUM
o.37s
6b25
32
-{ 1.750 ~-
3/B' BOLTS
1 VA
IA00 lAOD ~}- 1,000 33 I
L000
U2' BQ.T
DETAIL (8 PLCS) ~
OR VA09
32' FCTt 7' f BEAM
2/' FOR 4' I BEAN
7' ~ 4' I BEAM SPLICES 6063T6 ALUMINUM
LENGTHS ARE FOR FULL MOMENT SPLICES
SHEAR SPLICES (WITHIN P' OF A POST) NEED
ONLY BE 8' LONG, AN ALTERNATE
ALLOWABLE CONFIGURATION IS BOLTS IN A
SINGLE LINE
~.""
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~~mm
~q~N
~ nm
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0
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PUTNAn ENGC•4:ERING
314] IVYLINK PACE
LYNCHHURG, vA 24503
(434) 384-2514
CARLP U T N4hieADELPHIANET
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5.683 --{
o ~ 0 2.3I 50
N ao6o
vA STANDARD BRACKET
35 FOR CLOVERLEAF POSTS
6063 T6 ALUMINUM
~SbB3--I
~ ~ ~ 0 8
VA ~ alzs
n
36 Q II I aIIi
FEAVY DUTY BRACKET F~3~~ 4
FOR CLOVERLEAF PASTS
A-653 GRADE 37 STEEL
5,683--~
-I 1.500 I--
0
~ ALUM BRACKET
0.060 0 a FDR 3' SQUARE
POSTS 606376
va ~ ~-8,250--~
O ° vA 0.090
BRACKETS FT]R 1.5' SO TWIN POSTS ~
6063 T6 ALUMINUM
~-2.308-i ~-2.375-i t
2,702 n x068 ALL BRACKET va 2'FUN
OA90 N ~ ^ DIMENSIONS O
EXCEPT THICKNESS C~L~ -
aRE APPROxIMATE
'U' BRACKET yA U' BRACKET 0.125' STEEL ASTM A653
vA FOR 3' SQUARE POSTS ~) FOR CLOVERLEAF POSTS GRADE ~ ~
1B 6063 T6 ALUMINUM 0125. 8p83T6 ALUM.
6063 T6 ALUMINUM
'L' DEPENDS ON OETAa WASD
-I 2,72' --
VI
°~ 0 0.188'
m 4
N
A
,3 ~---5.5'---I
ALUM HEAVY DUTY BRACKET
6053-Tb
5.683
0
n
A!
VA 0.060
u
STANDARD BRACKET
FOR 3' SQUARE POSTS
6063 T6 ALUMINUM
110 MPH EXP
d=27'
EIGHT
3' PAST
3/8' B0.TS V/
SS' STEEL WASHER
STANDARD ALUNINUH
BRACKET DETAIL
vA35 OR VA39
3/8'o STAINLESS STEEL
e- HILTI KVIK Bn.T 3.
SLAB MCUNT UP TO
110 MPH EXP C
MAX FOOTING IS d=25'
VA
37
CONNECTION OF 3' POSTS TO
FASCIA AND SLAB/FOOTING
1.5'
MAX HEIGHT 8'
OR 9'
WA2C, WA2l, WA22 OR WA28
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s'
POST
PUTNAM ENGINEERING
3441 IVYLD4C PLACE
LYNCHBlRO, VA 24503
606376 f434) 384-2511
BE TWO CARLFUTNAMQADELPHIA.I~T
ONE
hen q
CMP
o~ b
CMP
hy° 9/2/2005
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SCROLL PAST DETAIL
SEE TABtF
STRUCTURAL HANING
PoNa
ATTACH
SEE NOTE ON TYPE AL
PAGE 3 OF 8
ALWAYS USE
I¢t0 SMS ~ n
U
As LEDGER AND WALL ATTACHMENT
ALUMINUM POSTS MUST COMPLY VITH 2000
ALUM DESIGN MANUAL SECT]ON 6.61C
STEEL OR
AL HINUM PDST
. '"
,- .. t2' MIN
d .y
.~.•
Ij TWO 3/8" x 9'~
STEEL RODS (REBAR)
OR -BOLTS NEAR
vA ~ d ~ BOTTOM OF POST.
49
FREESTANDING POURED FOOTING
CONCRETE OR 7.5 FOR
NASONRY ANCHOR FASTENER
G SCREV
' SPACING
V4
LA
#10 VOOD SCREV STUD, CONCRETE
OR IAASONP,Y
~ WALL
Seal with permanently flexible
& wateryroo! seal~Tt
SIAIPSON A34 ANCHOR EA. E
~-2' x 6" Ledger Board RAF [ER OR TF
/
~• se
r
~
=
, 3/B' LAG SCREW Existing wood f rnrning
2' thick, 24' O.C.
Compleletyseal D.F. Larch.
3.5' MIN withpermarRntly Continuous 2'
nexiwea fascia boar
waterproof ATT ACH WALL HANGER
sealant PER DETAIL WA46
- 325' nin 1' M[N
1
Synthetic Stucco or
SHEATHIN tna "0"'ft"1°b'rd rovering
(t' max. thick)
TABLE 6.7 SPEpFIES THE ALLOWABLE
"
~
DISTANCE TO FIP,ST ROW Of POSTS L
vA STUCCO ATTACHMENT DETAIL DST 48
47 WfTH LEDGER BOARD
3/Ei' BOLT-,
ONE BOLT
DIRK CHIN:
WA42
1 -~' HILTI KWIK
- BOLT 3
ICC ESR-1365
•
- OR EQUIVALENT
YA 1.-,1
50
d
REQUIRED FASTENING SPECS FOR SURFA CE MOUNT
HILTI KWIK EMBED MAX
W BOLT 3 FINISH DEPTH FOOTING
DIAMETER S¢E
6" 3!8" SS 25" d= 27"
8" 112" GALV 4.75" d= 32"
9.25" 518" GALV 5.5" d= 37"
N[ITCH 1`
Load SIZE MAX dSTANCE TO FlRST ROUJ OF POSTS t"
20 psT 2z4
,
_ g•6'
_ 4'-9'
.
__ 2'•9' 1'-3" C-'I"
___
2z6 17_G 14-T `,g G•1 D• q,•9..
2z8 2~'-C :2'-7 1S'•10' 1C-1C' 11'-5'
25 psf 2x4 6'-9' 3'•9' 7-t' 0'-10'
_ U-0"
2z8 t3'-S" 11'•3' T.6' .,,-0,• ~-g"
2x8 tS'-7_ 18'-d' 159 11'10' S.j:
30 psf 2za 5'-6' 3'•0' 1' 6' G'-a" pd'
' 2x6 11'.1" g•2' 6'-1' 4'•t" 2-9•
2X8 IS'-?' 14'•10' t?'•10' S.6' 7-1'
40 psT', 2X4 3'•10' 1'-10' 0'-8' (Y•7 1'-0'
2X6 r-10' 67
_ 4 7•T 1-0"
_.
. ..
._.
2iie tr~• ta-s" 9 ~ s'-r a-e"
50 psF 2z4 3'•0' 1'•3' 0-7 0'•T' d-2"
2X6 8'•0'
_ S'•0' 3 p
_ _. 1'•T 0.7"
_ _.2x8 g-9' T-f0' 71 4'•1D' 3'-3.
60psf 2za 7.3' 0'-10' 0•! G-7 1.0'
2x6 4'•8' 3'-1P 2'•^_' t'•0' C~•"'
~: ~ m
m
0'~`o"m
~ mm
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m
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PUTNAM ENGItEER G
3447 NYLiNK PLACE
LYNCFIBtJRG, va a45o3
(434) 39!-2514
CARLPUTNAMPADELPHIAtffT
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6 of 7
3' x 3' METAL COLUMN
TUBE WITH TWO 2' x 6 I/2'
ALUMMUM BDX BEAM c ITT 4
SIDEPLATES, SHOWN.
SIDEPLATES MAY BE
OMITTED
COLUMN CONNECTOR AS
REQUIRED BY PLANS
0 SD' EMBEID~MHNEXR Q)DN I 0
3' x 3' METAL COLUMN
TUBE WITH TWO 2' x 6 1/2'
ALUMINUM BOX BEAM
SIDEPLATES, SHOWN.
SIDEPLATES MAY BE
OMITTED
COLUMN CONNECTOR AS
REOUIREB BY PLANS
TWO 5/16' A-307 BOLTS
WITH STANDARD VASHERS
UNDER BOTH HEAD AND NUT.
()rIE ON EACH S1DE OF COLUMN,
4
EXISTING ROOF
h
snow load
' ~PAT]0 CUVER
STRUCTURES COMPLYING WITH THIS DETAIL
DD NOT REQUIRE ADDITIONAL DRIFTING
SNOW C~NSIDERATI~NS
GROUND SNOW MAXIMUM
LOAD (PSF) 'h' (IN)
20 17
25 18
30 20
40 25
50 30
60 33
° TIMBER FLDlHt JD1ST ~-DECKING
OR HEADER JA
552
Si ATTACHED STRUCTURE POST
ATTACHED STRUCTURE POST TO DECKING
TO DECK FLOOR JOIST
ALTERNATIVE EAVE ATTACHMENT
EAVE OVERHANG AND 'L' MUST
ALSO COMPLY WITH DETAIL
WA48 r SIDE MOUNT BRACKET
3/18' ASfY ASB SItFi
~ eA~r is ~xv v>t~
~~
aLUU ~ va'r»rFR ~° IsPn
io,is' ~
PANEL ~cR
TOP MLUNT ~~'~• SOEwS
~ ~ FRS"
L 1t
[4JTTUN N0.NT
~toc3S
mss,
stt vat Ts
FOR F A
54
TOP qR BOTTOM MOL~lT BRACKET
EXISTING EAVE
WOOD FRAMING
3/16' A
STEEL
1•
BETWEEN
a( "L" FOK rju ~ ~ vm mv~I~ ~
Wind Load 15" olc 24"alc
90 mph Exp B 13'5" 7'•7"
90 mph Exp C 5'•3" 4'•1"
110 mph Exp B ~'•5' ~'~$~~
110 mph Exp C 4'-5' 3'-9"
~_
STRUL'iURAL
PANEL
0
C'~
/m~'' ~rmm
4S. N~~I N
~' ~~`v°
^y DC N r.
G ~O~i
V... NEC~<
~ NYar.
~~ ; ~
• ~J
.1
y
,yw ~.n \~, `,
i~`i , ~
PUTNAM ENGINEERING
3441 [VYLINx PLACE
LYNCHBURG, VA 24503
U34> 384-25U
CARLPUiNAMBADELPHIANET
Erw• 4 ^~.MP
a.ee y ~
°" 9/2/2005
'~'~' VESTO7.DVG
"'° NTS "" i ,v ~
LEDGER BOARD ~
1.0 STRUCTURAL PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES
Gauge Exposure B
(in) 90 110 Exposure C
90 110
0.020 10'-8" 10'-8" 10'-8" 10'-8"
0.025 12'-3" 12'-3" 12'-3" 12'-3"
0.032 14'-4" 14'x" 14'x" 14'-4"
0.040 16'-9" 16'-9" 16'-9" 16'-9"
'
"
,i n n~a ~,t'.o" 1A' ~" 14'-2" -2
14
0.025 11'-11" 11'-11" 11'-11" 11'-11"
0.032 14'-0" 14'-0" 14'-0" 14'-0"
0.040 16'-4" 16'-4" 16'-4" 16'-4"
Steel 0.01 B 13'-10" 13'-10" 13'-10" 13'-10"
30 0.020 9'-6" 9'-6" 9'-6" g'-6"
0.025 10'•11" 10'-11" 10'-11" 10'-11"
0.032 12'-10" 12'-10" 12'-10" 12'-1D"
0.040 14'-11" 14'-11" 14'-11" 14'-11"
Stee10.018 12'-8" 12'-8" 12'-8" 12'-8"
40 0.020 8'-3" 8'-3" 8'-3" 8'-3"
0.025 9'-6" g'-0~, 9'-0,~ 9'-0„
0.032 11'-2" 11'-2" 11'-2" 11'-2"
0.040 13'•0" 13'-0" 13'-0" 13'-0"
Stee10.018 10'-8" 10'-8" 10'-8" 10'-8"
50 0.020 T-~' T-5" T-5" T-5"
0.025 8'-6" 8'-6" 8'-6" 8'-6"
0.032 10'-0" 10'-0" 10'-0" 10'-0"
0.040 11'-8" 11'-8" 11'-8" 11'-8"
Steel 0.018 9'-4" 9'-4" 9'-4" 9' 4"
60 0.020 6'-9" 6'-9" 6'-9" 6'-9"
0.025 7'-9" 7'-9" 7'-9" 7'-9"
0.032 9'-2" 9'-2" 9'-2" 9' 2"
0.040 10'-8" 10'-8" 10'-8" 10'-8"
StPPi n n18 8' 3" 8'-3" 8'-3" 8'-3'~
ALL PANELS MAY OVERHANG UP TO 30% OF THEIR CLEARSPAN
4"x12" Vee Panel (Single Span umy) viKing ~a xo
Live Panel Wind Speed and Exposure Live Panel
Load Gauge Exposure B I Exposure C Load Gauge
lncfl (inl 90 110 90 110 (psf) (in) _
0.025 14'-10" 14'-10" 14'-10" 13'-6"
0.032 17'-9" 17'-9" 17'-9" 16'-5"
0.040 19'-2" 19'-2" 19'-2" 19'-2"
0.018 14'-5" 14'-5" 14'-5" 14'-5"
0.020 12'-3" 12'-3" 12'-3" 11'-4"
0.025 14'-5" 14'-5" 14'-5" 13'-6"
0.032 1T-4" 1T-4" 1i'-4" 16'-5"
0.040 18'-10" 16'-10' 18'-10" 18'-10"
10.018 14'-0" 14'-0" 14'-0" 14'-0"
0.020 11'-2" 11'-2" 11'-2" 11' 2"
0.025 13'-3" 13'-3" 13'-3" 13'-3"
0.032 15'-10" 15'-10" 15'-10" 15'-10"
0.040 17'-10" 1T-t 0" 1T-10" 17'-10"
~I 0.018 12'-8" 12'-8" 12'-8" 12' 8"
0.020 9'-8" 9'-8" 9'-8" 9'-8"
0.025 11'-0""" 11'-6" 11'-6" 11'-6"
0.032 13'-9" 13'-9" 13'-9" 13'-9"
0.040 15'-11" 15'-11" 15'-11" 15'-11"
'I 0.018 10'-6" 10' 8" 10'-8" 10'-8"
0.020 8'-8" B'-0" 6'-8" 8'-8"
0.025 10'-3" 10'-3" 10'-3" 10'-3"
0.032 12'-0" 12'-4" 12'-4" 12'-4"
0.040 14'-3" 14'-3" 14'-3" 14'-3"
0.020 7'-11" T-11" 7'-11" T-11"
0.025 9'-5" 9'-5" 9'-5" 9'-5"
0.032 11'-3" 11'-3" 11'-3" 11'-3"
0.040 13'-1" 13'-1" 13'-1" 13' 1"
e10.018 B'-3" 8'-3" 8'-3" 6'-3"
TABLE 1
Putnam Engineering
3441 Ivylink Place
Lynchburg, VA 24503
X434) 384-2514
'i
carlputnam anadelphia.net
flat Panel viKUiy c.~ xv raUC~ ~aniy~~ ~Y "" ""',i
~
Wind Speed and Exposure Lve Panel Wind Speed an posure
Exd
Exposure B Exposure C Load Gauge Exposure B Exposure C
90 110 90 110 (psf) (in) 90 110 90 110
9'-11" 9'-11" 9'-11" 8'-1" 20 0.020 12'-5" 10'-0" 11'-1' 6'-1"
11'-5" 11'-5" 11'-5" 1 D'-1" 0.024 14'-6" 12'-2" 13'-6" 10'-1"
'
"
14'-0" 14'-4" 14'-4" 14'-0" 0.032 16'-0" 16'-0" 16'-0" 14
-0
1 T-2" 1 T-2" 1 T-2" 1 T 2" 0.040 17'-2" 17'-2" 1 T-2" 1 T-2"
"
g~-0„ g~_8^ g_g° g'-1" 25 0.020 12'-2" 10'-0" 11'-1"
'
" 8' 1
'
"
11'-1" 11'-1" 11' 1" 10'-1" 0.024 14' 2" 12'-2" 13
-6 10
-1
14'-0" 14'-0" 14'-D" 14'-0" 0.032 15'-9" 15'-9" 15'-9" 14'-~'
"
16'-9" 16'-9" 16'-9" 16'-9" 0.G40 16'-11" 16'-11' 10'-11" 16'-11
8'-10" B'-10"
8'-10'
8'-1"
3G
0.020 '
11'-1' -0"
10' 11'-1" 8'-1"
"
10'-2" 10'-2" 10'-~' 10'-1" 0.C24 12'-11" 12'-2" 12'-11" 10' 1
2'-10'12'-10 2'-10' 12'-10" 0.032 14'-10" 14'-10" 14'-10" 14'-D"
'
"
15'-5" 15'-5" 15'-5" 15'-5" 0.040 16'-0" 16'-0" 16'-0" 16
-0
T-8" T-8" T-8" T-8" 40 0.020 9' 8" 9'-B" 9'-8" 8'-1"
"
8'-10" 8'•10" 8'-10" 8'-10" 0.024 11'-3" 11'-3" 11'-3" 10'-1
'
"
11'-2" 11'•2" 11'-t' 11'-2" 0.032 13' 7" 13' 7" 13'-7" 13
-7
13'-5" 13'-5" 13'-5" 13'-5" 0.040 14'-'" 14' 7" 14'-7" 14'-7"
6'-11' 6'-11" 6'-11" 6'-11" 50 0.020 8'-8" 8'-8" 8'-8" 8'-1"
"
T-11" i'-11" T-11" T-11" 0.024 10'-1" 10'-1" 10' 1" 10'-1
'
"
10'-0" 10' 0" 10'-0" 10'-0" 0.032 12'-6" 12' 6" 12'-6" 12
-6
"
12'-0" 12'-0" 12'-0" 12'-0" 0.040 13'-7" 13'-7" 13'-7" 13'-7
i 6'-3" 6'-3" 6'-3" 6'-3" 60 0.020 7'- i 1" 7'-11" T-11" T-11"
T-3" T-3" T-3" T 3" 0.024 9'-3" 9'-3" 9'-3" 9'-3"
"
9'-2" 9'-2" 9'-2" 9'-2" 0.032 11'-5" 11'-5" 11'-5" 11'-5
'
"
1 11'-0" 11'-D" 11'-0" 11'-0" 0.040 i 2'- , m 2'-9" i 2' 9" 12
-9
TABLE 1.4 TABLE 1.`.
~u~~a~~~ ~~o~uc~rs I ~.`~~`~~~,~
Mesquite, TX 75149 ~~>Y ~~.'• ~~ ;~
(972) 285.8811 ~~ s "
F(972) 862.8818- -.,
~~~ ,,~ ~_
- ;.
Page 1 of 27
2.0 CONCRETE FOOTING OPTIONS Wind Condition
For Single Span Attached 90 mph 110 mph
Footings Only Trib Exp C Exp C
EQUI VALENT FOOTINGS FOR Frost Depth (in) Area Required " d'
FREESTAND AND ATTACHED
4
30
36 s ft
(q ) of Footin
9 in
~ )
DIAMETER OF
CIRCULAR d (in) 18 2
Required Length of Square Footing (in) 20 15 17
19
z ? ? ? FOOTINGS (IN) 20 21 18 16 15
6 30
40 17
19 21
QQ (0 Z ~ z 12" 16" 24" 21 23 2D 18 1 50 21 23
N p
z Z z o DEPTH OF 22 24
26 21
23 19
20 17
16
60
22 25
0
LL 0 ~
V CIRCULAR 23 21 20 7D 23 26
~ FOOTINGS (IN) 24 28 24 23 21 80 24 27
18 18 52 23 13 25 29
1 26
27 24 22 90 25 28
19 20 61 27 15 26 3 29 26 23 10D 26 29
20 22 71 31 18 27 33
35 30 27 25 0
2i 23 82 36 20 28
9
37
32
29
26 120 27 1
3
22 24 94 42 24 2 34 30 27
23 26 108 48 2i 30 39
41
35
32
29 140 29 33
24 27 NIA 54 31 31
43
37
33
30 150 30 33
25 29 NIA 61 35 32
33
45
39
35
32 160 30 34
26 31 NIA 69 39
34
47
40
36
33 170 31 35
27 33 NIA 77 44
9 35 49 42
2g 35 NIA 66 4
36
51
44 39 36 190 32 36
2g 36 NIA 96 54
6 37 53 46 41 38 200 33 37
30 38 0
NIA 1~ 38 55 48 43 39 210 33 37
3f 39 NIA 117 66 5
32 40 NIA 129 72 39 7 52 46 42 230 34 38
33 41 NIA 141 79 40 60
62
54
48
44
240
35
39
~~""
34 43 NIA 154 87
95 41
42 64 56 50 45 250 35 40
~ ~ ~ ~ ~ ~
~
~
35 44 NIA 168 58 51 47 2 0 d
Ea
wn
36 46 NIA NIA 103 43 66 4 60
2 36 4
1 st Blv
To
227 South
7 47 N!A NIA 112 44 69 60 53 9
5 280 36 41 Mesquite, TX 75149
3
38 48 NIA NIA 121 45 71 62 55 0
290
37
42 972 285811
F
TABLE 21 46 74 64 57 52
30D
37 (972) 882-8818
47 76 66 59 54 3
TABLE 2
48 78 68 61 55 .
49 61 70 63 57 Putnam Engineering
50 83 72 65 59
3441 Ivytink Place
TABLE 2.2 Lynchburg, VA 24503
14341384-2514
carlputnam(c~adelph ia.net
it 1~1 i~i,,~
J:.
/~\r~
E~rtr,~~ ~;:
Page 2 of 27
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TAB E 3-t .attached ~reestarAing or Attachlec Frees:andlny a Attached Freestanding a TABLE 3.1 Attached Freestandng or Attached Freestanding or Attacr,ED Freeslamm~g or
Sructur_ Muttispan Units SVlrxure Multis~n Unds Sin7cture Muttispan Untts ~ Structure Mulispan Units StmcWre Muttispan Units Stn;cture Mumspan Units
JVE TAIB MAX POST MAX MV(POSE LEMGT}+ MAX NAX POST IEHGTH MAX MAX PCS'r LENGTH lNE 'RB MAX POST AIAX M4X POS LENGTH MCX MY7J(POST LEtJGTr1 MAX MAX PCS IENGTH
_OAO WIDTH POST REvD PD51 MN FOOTER fl' I 1D I 12 PSr MM FOOTER S' I 19 I 72' POST YdR FOOTER 8' I 1C I 17 LOAD WIDiH POS REO' POST MP1 FOOTER 6 I 1C I 12 PoST A1I1 FOOTER 8' I 17 I 17 POST MW FOOTER B' I IC I 17
(PSF) (FTt SPACNG FOR SPpCIN POST S¢E CNSTAAINED FOOTER SPACNG eIZE CONSTRANED FOOTER SPACING Po 512F CONSTRAINED FOOTER (PSFI IFD SPACING FOR SPAC 512E CONSTRAINED FOOTER SP/u^. POST SQE CCNSiRP7NED FOOTEA SPACVJ, SRE CONS'TRAP•ED FOOTER
ON 9.Aa STAB fFT7 TYPE 'T 'C 7 'C IFTi TYPE 'C N 'd 'C (Fn 'G 'd 'C 'C ON SLAB SUB (FTl TYP 'd' 'G 'E 'd (~1 TYPE V '? 'd "T IF"',~ TYP 'd 'd '? 'C
{~ {nl Un) Im (nl 6nj Cm1 fiN finl GN fm) (iN fnl fFn (~l (MI !ml rm) (nl Gnl M1 (nl iln) ilnl (nl Bnl
4 T•r A 12-4' C 20 ZO 21 n
4.5 6.4' A 11'71' C 21 21 Z1 n
5 5'-9- A 'i'-G' C n 22 22 n
5.5 5-r A ti'-t' C n 22 ~ n
8 4'fi A 1R-9' C 22 22 71 n
8.5 4'-0' A tC-4' C 73 23 b i3
7 f-f' A 9-1 I' C 23 23 23 n
1.5 3'-iP A a-7' D 23 23 23 23
8 3'-r A 9.4' D 23 23 23 b
9 3'-r A 8'•9' D 2a 24 24 24
10 7-7P A 8'-1' D Z4 24 24 24
11 2-r A T•1P D 25 25 25 25
12 2.1' A T~7` D 23 25 25 25
73 7•r A T-4' D 23 E 25 Z5
1 / 7d' A 7'-0' D ZB 26 28 26
4.5 54' A 11'•r C 21 21 2/ n
5 1'-10' A 1C-9' C I
21 21 21 22
5.5 14' A 10-3' C 21 21 21 21
6 4'-0' A 9'-1P C n n n n
fi.5 7-8' A 9.5" D n 22 22 n
J 3'-5" A 9-1" D n 22 n n
7.5 3'•7 R 8'-9 D 23 n n 23
8 3'4T A 6-0' D 23 23 n Z3
9 7-8' A 6-D' D ri 27 n 23
10 T-5' A T•r D 24 14 24 24
11 Z•r A T•3" D 2a 24 24 24
12 7-0' A 6-t 1' D 2a 24 24 14
/S 3'•1" A I1'-r C 21 21 21 22
5 <'-7P A 19.9' C 21 _, 21 22
5.5 {'i' A 193' C 21 21 21 21
8 4'41' A 9'-1P C 22 n n 22
e.5 3'$' A - 9-5' D 12 22 2Z Z2
7 3'-5' A 9-1' ] n 22 n 22
7.5 3'-r A S-9' J 23 23 n Ya
8 7'•P A 9.5' D 23 23 21 13
9 2'•S' A 9-P D 23 23 23 Z3
1n r-5' A r-r D 2< 24 29 n
u 2•r A r-3• D z4 24 2a z1
IZ Y-0" A 6-i t" D 2d M 21 24
6 PaP A 6-B' E 25 25 25 25
10-6' C 13 19 20 21
1D-3' C A 20 A 20
B-11' C D 29 20 20
9-r c r z, z1 n
9'-0' C 2i 2t 21 ?1
9.1' C 22 n n n
e'-9' c n za zi n
63' C n 22 n n
e'-r c 22 r_ zz n
T$ C 23 n n n
7'•4' D 23 n 23 n
7'47 G 24 29 24 24
6$ D 24 2/ 24 24
6-S D 24 24 24 1a
6•r D ss ss ss ss
9$ C 20 20 ZO 20
9./' C 30 ?~ 20 10
94T C N ZD 20 20
8'-r C 21 Z7 21 21
6•Y C Zt Z1 21 21
8'!l C 21 21 21 ?t
r$ c n 2z 22 22
r$ D n 22 n n
T-0' D n 22 22 21
6.8' D 27 73 27 n
6.4' 0 n 23 n 27
E'-1' 0 n 23 Z^ n
9$ C 20 20 20 20
9i' C 20 20 20 20
9-0' [ 28 20 ID 28
9-r C 21 21 27 21
6.7' C 21 21 21 21
9-0' C 21 Z1 21 21
7-0' C 22 n n n
7$ 0 n 22 n n
T-0' 0 n n 22 n
e-0• e n n r. n
sa• D n 23 n n
6-1' D n 23 23 23
5'-tP 0 24 14 24 24
1. CHOOSE FREESiANDIN'G OR ATTACHED STRUCTURE
2 CHOOSE PROJECTION, WI GTH AND OVERHANG OF UNIT
3. DETERMINE WINDAND SNOW LOAD 0~ STRUCTURE S
(PATIO UNITS USE t0 PSF MIN, COMMERCIAL UNITS
USE 2CPSF MIN)
4. CHOOSE A PANEL FROM TABLE51.1 T01.5 THAT HAS
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
5. DETERMINE TRIBUTARY WID T H FROM TABLE 3,2
CALCULATE FROM TRIBUTARY DIAGRAM ON WEST02 PAGE 2 OF 8
8. CHOOSE A HEADER FROM TABLE 3.1 THAT HAS
ADEQUATE POST SPACING.
7. USE THE APPROPRIATE FOOTER Sf~E SHCVM
17•r C 20 11 n 24
11'$ C 21 22 n 24
It'~7" C 21 21 n 24
m-IP c n n n n
1C~' C 72 22 n 23
IC-P C 22 n n 23
9•r C 23 n 17 23
5-3' C n 23 n 23
9-P D n 23 n 23
8'$ D 24 24 U 24
6$ D 2/ 24 24 24
r$ D 24 24 24 24
T•4' D 25 25 25 15
T•i' D 25 25 25 25
6.9' D 25 25 25 15
19.11' C 20 2t n n
la~• c 2, 11 n n
9.11' C 21 2t 72 n
9•e' C 1t 21 Z2 23
9•r c n ?2 n 22
6'•B' D n 22 n n OVER
6-6' 0 2? n n n HwG
8'•Z' D n 23 n n !Fi?
T•9" D 23 23 n 13 C
i win urw~m: c
1 7•P A 6-0' D 18 19 20 20
4.5 2$ A 94T D 18 1B 18 20
5 Z-S A T•r D 19 1e 19 20
5.5 7.7 A T•Y D 19 19 19 Zl
B 2-0" A 6.11- D 19 19 18 79
6.5 1'-iP A 6•E E 2D 10 20 20
7 1'-9" A 8'-5' E 20 20 20 20
75 1'-r A 6-r E 20 20 20 20
B 1'$ A 6-P E 20 31 20 20
B T-/' A 5.8' E 21 21 21 Zt
18 t'-r A 5'•4' E 27 21 71 2t
it t'-1' A 5'~1' E 21 21 21 21
1 MPH EXPOSIRE C
1 3'4Y A 9.4' D 19 19 ZD ZI
/.5 Z•8' A 8'•B' D t8 19 20 2i
5 73' A 8'•4' D 19 19 19 20
5.5 Z-r A T91' E 20 27 1G 20
8 7-0- A )'•T E 2G 20 10 20
6.5 i'-10' A T-/• E 20 20 10 20
7 1'-P A T-C' E 20 20 1C 20
15 i'•r A 6-iP E 21 21 Zt 2t
1'•P D 24 24 24 24 < i5'
6-e' D 24 21 7d 24 7 G'
19.11" C 20 21 n 21
1C-4' 21 21 n 23
9.11' 2'~ 21 n 23
9.8' 21 21 rl 25
9•r c 22 2z n 22
8'•9' D n 12 n n
8'•fi' D L 12 2Z n
8'-T D 27 23 ?r 23
T-B' D 23 23 n 27
T•4' D n 23 23 23
T4T D 2a 24 2/ 21
8'-0' D N 24 21 N
B'-5' D 24 24 2/ 21
8. FOP, SINGLE SPAN A T TACHED UNIT USE THE POST SHOWN
r es
S T
6 TS
7 8'
8 6.5
9 9
9. FIND THE O!C SPACING OR # OF FASTENERS FOR ATTACHING
TO WAIL FROM TABLE 1.5
10. USE THE APPROPRIATE DETAILS
FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN
SlA6 7. DETERMINE MAXIMUM SLAB SPACING FROM TABLE 3.1
SLAB 8. USE THE SMALLER OF THE S!11.9 SPACING QR HEADER SPACING
SLAB 9. POST'A' MAY SE USED FOR ALL AiII ACHED UNITS OIJ SLSB
SLAE110. FOLLOW 9 AND 1D FROM ASCVE
5.5' 6 5.5 T 7,S 6 E.5' 9
6 B.S' T 75 e' 8,5 9' 9.5'
8.5 7 7.5' 8' B.5' 9 9.5 1C
T ).5 B' 8.5 D' B5' 1C IOS
7.5' 6 85' 9 9.5' 1C 18.5' 11'
8' B.5 9' B.S 1C 10.5' 11' 11.5
e5 9 9.5' 10 18.5' 11' 11.5' 17
9 9.5' 1C 185' 11' 11.3' 12 125'
es 1D 10.5 n' 11s 1r 12s ,7
T£ C 17 R 18 19
T-P D 18 16 18 1e
6'-6' D 18 18 18 18
6-4' D 18 18 18 18
8'•t" D 19 19 19 19
S-IP D 16 19 19 19
5'$ D to 19 19 19
5'-5' 0 1S 19 19 19
5•T D i9 19 19 19
5'•P E 20 Za 2D 2C
4'-9' E 20 20 2C 1G
1'.P E 21 21 21 21
T•P C 17 17 78 19
T•P D 1fl 18 18 15
6-0• D 1e to to u
6~' 0 16 18 t8 78
6.1' D 19 18 t9 15
5'-1P D 19 19 19 15
5-s D 1e t9 1a 1e
5'-S D S9 79 78 19
95 1C 1DS it' 11.5'
19 10.5' 11' 11.5' 12
10.5 11' 17.5 12 12.5'
11' 1f.5 IT 12Y 17
t1,5 12 125 17 72.5'
17 12.5 17 f3,5' 14
72.5' 17 135 11' N.5'
17 13.5' 14' 14.5' fi
t3.5 a 1/.S 75 15.5'
TABLE 3.4 Post Requirements for
Freestanding SWchrres
PDSf Descn~ion Mal
HEichi POST
0.043" Steil CkA2rleaf 8 E
01?5'k4"X4' Square Alum 12' F
D 16E'k4"X4' Steel Post t5' G
D t88">&"x5" SieEl PDS; 18' H
T-P 0 1B 1a 21 11
74' D 19 19 20 ?f
T-0' D 19 to 2O 2t
6-e' o re 1e 20 ?I
6d' D 19 19 20 21
6•Y E 20 20 2C 20
6-0' E 1C 2D 2G 28
5-tP E 2D 2D 2D 20
S$ E 20 20 20 10
5'-2' E r 21 27 21
B'•r D 1e 2- 21 Z2
T-9' D tE 18 21 21
T./^ D 19 19 20 21
T-0• D t9 19 20 11
6-0" D 1e 18 2C 21
6-S D 1a iB 2C 21
6•r E 20 zD 20 2D
6-0' E 2D 20 20 28
Y ~~.
~r,
J;~ i~'
F~972) 882.8818
Putnam Engineering
1441 Ivylink Place
Lynchburg, VA 245D3
f434) 384-2514
carlputna m~adel phia.net
Page 4 of 27
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oneT coerlAtrc cna va71n aun f'T3MMFRCIAI COVERS USING ALUMINUM HEADERS IN NORMAL WIND AREAS
Western 4"x3" I Seam Western T'x4' I beam
TABLE 3.6 Arac.'1ed Freestandng or Attacned Freestanding or
SVuc:ure Mulhspan Units Stmcture Muttispan Units
LNE TRIG MAX COST Ma)t MAX POST LENGTH MAX MPX POST LENGTH
Lp40 VNOTH POST REOD POST MIN FOOTER 8' I 70' I 17 POSr MIN FOOTER 12' I 15 I 18
fPSF; IFT) SPAGNG FOR SPACI POST St2E CONSTRAINED FOOTFA SPACING 8¢E CONrIUWED F00"ER
ON SLAB S'.AB (Ff1 TYPE 'd 'd 'd 'd (Fi) TYPE 7 'd 'd x
1~ IM7 FvI Bn) Go) (in1 lint (n1 {nl
2,5 ~ ~ ;~~~^ ~, T-T~.~ ~ A 10'-1' C 19 10 22 23 18'a D T 2B 30 31
<,5 F-t^ R 91J' C m 20 21 22 17'•8 D 24 28 3D 31
_ 5'-B' A 9'-S ~ 20 20 ?1 ?1 18-10' D 21 7B 19 ]1
5S 5'•Y A 5-1' C 21 21 21 22 164 D 25 28 29 7'
5 f-9' A 8.10' C 21 21 21 72 15-I1' D 25 27 29 39
6.5 f•S A B-T C 21 21 21 72 15'•8' E 28 27 29 36
7 4'-1" A F-S C 22 22 72 77 15'•1" E 26 27 29 30
75 3'-17 A 8'-7 C 72 22 22 22 tf-7 E 27 27 19 30
8 7'-T' A 8'~" .. i2 n 72 ~ t/'43' E 27 i7 78 3O
9 3'•Y A 7'•9' C 73 23 73 23 17-1 t' E 28 28 28 26
10 7.17 A 7'-5' D 23 ZS 23 23 1J'•5 E 29 29 29 2B
11 2'•T A T-3' D 24 24 74 2a 13'd' E 29 2P 29 2B
72 7.4' A 7.4T' D 24 21 2t 24 t7•C E 3D 30 30 30
13 7-Y A 6.10' 0 25 25 25 75 f2'-f' f 3D 10 30 30
14 2'-0' A 5•T 0 w 25 25 ~ 12a7' F 31 31 3t 31
15 1'a1' A 5'~T D 25 25 25 25 11'-3" F 31 31 31 31
90MPH ~JtPOSURE B
30 / 6-0' A 9'6" C iP 70 21 22 1T-a' D 23 ZB 30 31
f5 5'•/' A 4'~Y C 19 20 21 Ti 165 0 ZB 28 29 31
1'•77 A 6-17 C 20 70 21 22 15'41' 0 2a 27 29 30
5.5 4'J' A 8'.T C 20 20 21 22 t5'-5" E 25 P 29 30
8 f-0' A 8'-4' C 2t 21 21 22 15.0' E 25 27 29 30
6.5 7.6' A 8'•1' C 21 21 it 2t ta'~T E 25 27 28 30
~ 7-5' A T•71' C 2t 21 21 21 1A'-]' E 26 27 ffi b
ZS 7.2' A T-9' C 22 <. 22 22 t3'~71' E 28 27 26 29
8 3-0' A T-7' D 22 22 Z2 22 77.8" 27 27 28 2S
4 7-8' A T-3' D 23 23 27 23 73'•Y E 27 27 28 25
t0 7-5' A T-7 D 23 27 23 23 17-8' E 28 28 Z8 29
11 7-7 A 5.1P D 2/ 24 N 21 17-3' f 2P 29 29 29
72 7-0' A B~' D 2/ 24 24 24 tt'-tP F 29 29 29 29
13 117 A oo"-0' D 24 24 Z4 24 1D•it' F 2S 29 29 29
90 MPH EXPOSURE C
70 / 6d A 9'fi C 19 20 21 12 17•Y D Z3 28 30 31
a 5 5'•4' A 9-7 C 19 20 27 22 16.6' D 23 28 29 31
5 4'•1P A 8'-17 C 2D 20 27 22 15'•11' 0 24 Z7 29 30
5.5 4'-4' A 8'-T C N 20 21 a 15'-5 E 25 27 29 30
8 4'd A 8'-4' C 11 21 21 22 15-0" E 25 27 29 37
6.5 7b' A 8'•1' C 21 21 Z1 21 14'•T E ?S 27 2B -..
7 T-5 A t•1t' C 21 21 21 21 1f-3' E is 27 ?8 75
7.5 7-7 A T•9' C ~ 22 22 •22 13'4T E 26 27 28 --
8 }'-7 A r-T 0 22 22 22 22 t7d' E 27 Z7 28 ..
9 Z•8 A T•7 D 13 b T 23 17'•2 E 27 P 2B ._
10 7-5 A T-7 D 27 b 2] 23 17.8' E SB 28 Z8 ..
11 7•Y A 6.17 D N Z/ 2/ 2t t7•T "r 29 23 28 ..-
7.7 A. 6-8' D 2t N 2+ 2+ 11'-17 F 29 7B 29 :-
'1 ,•-77 A 6-7 D N 24 24 2t 1D•11• F 29 ?9 29 --
1t 1'~6 A 5'-T 0 24 14 24 24 tP-Z F 19 29 29 '9
GENERAL INSTRUCTIONS FOR THESE TABLES
1. CHOOSE FREESTANDING OP, ATTACHED STRUCTURE
2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
3. GETEP.MINE WIND AND SNOW LOAD OF STRUCTURE SITE
(.PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS
USE 20PSF MIN)
4. CFKIQSE A PANEL FRCM TABLES 1.1 T01.5 THAT HAS
ADEO'JATc CLEARS?AN FOR YOUR NEECS
5. DETERMINE TRIBUTARY WIDTH FROM TABLE 3.7
CALCULATE FROM TRIBUTARY DIAGRAM ON WE5T02 PAGE 2 OF 8
6. CHOOSE A H.~DEP, FROM TABLE 3.6 THAT HAS
ACEC~JATE POST SPACING.
T. USE THE APt~"cOPRIATE FOOTER SIZE SHOWN-
Weste rn a"x3' l r3ea m Western "x4" I bears
TABLE 3.6 Attached reestan0ulg Dr Attached Freestanding c1
Stnlcture Muttispan Units Structure Mulhspan Unrts
LNE TRIG uAX POST MAX MAX POST LENGTH VAX MAx POST LENGTH
L MADI}; POST REQC POST MIN 1001E 8 I 1F ~ 1Z POST NIN FOOTER 12 I 15' I 78
(P$ IFn PACI FOR PAL7 POST SQE CDNSTRAWED FOOFER S°A4~ PO SIZE CONSTq/,eE1F00TBR
'
ON SLAB iFn TYPE 'd 'd 'd 'tl' C
IFT) TYPE C 7 Y
(rTt Gnl fml 4^I fN fh) Inl Ih1 Ihl
6p w {rn 7-0' " • A T-8' D ti I9 20 2t 17.9' E 21 26 28 29
4,5 7E' A T'•4' D 18 19 20 21 175 E 22 28 28 29
5 7.5' A T1' D 18 19 "s0 21 17-A' E 22 28 27 29
5.5 7•Y A 6.17 D 19 16 AT 21 17.4" F 23 26 21 23
6 7a A 6-T D 19 i6 t8 IO 77.7 F 23 28 27 28
85 1=10' A F-1' D 19 1B 19 20 11'-T F 23 25 27 28
7 P.g A 5'-8' D 19 19 19 20 10'4 F 23 23 26 Z7
7.5 t'•T A 5'•]' 0 79 19 14 to 9A' F 23 24 $ -~
B I'$' P. /'-iT D t9 19 14 19 S-1' F 23 N 25 26
B I'•4" A f-5' D 19 19 1B 19 8-1' f 23 27 25 2c
f0 1'-Y A 3'11' D 18 19 19 19 T-3' F 23 27 24 S
11 1'•1' A 3'-T 0 19 19 t9 IP F-T F 23 2J 27 2+
90 MPH E XPOSUR E C
60 4 3.7 A T-8' D 17 19 2D 21 13'-7 E 21 26 ZB 29
LS 2'-8" A TJ' D i8 19 7r7 21 13'J' 22 26 ffi 29
_ 2=`-" A T-1' 0 18 19 7D 27 R'-9" E 22 26 21 29
5.5 7-T A 6~i7 D 18 19 20 21 17-4" F 73 26 27 a
fi 7.0' A F-T D 7B i6 19 20 17-7 F 23 26 27 28
65 1'47 A 6-1' D 19 19 19 20 11'-7 F 23 ZS 27 26
l 1'-9' A a'•8' D 19 19 19 20 iC-f F 23 ZS 26 27
L5 f-T A 5'-3' D 19 19 t9 19 9'-B' F 23 24 26 27
i
8 1'-0' A 4'-I t' D 19 18 I9 19 p4' F 2] 24 ?5 i
26
OVER- TABLE 3.7 TRIBUTARY NADTHS FOR SWOIE SPAN ATTACHED 5TRUC1URE5
µs~, PROJECTION OF SINGL E 9PAN SNCNRES 1FT1
(~ 8' 6 IO tt' 17 13' tf 1S 16 1T 16 19 2P 21' 27
0' 4' 1.5 5' S5 F B.5' T 7S F B.S V 4.5 tO 10.a' ii'
T 4.S 5' S.5' 6 6.5 T 7.5 B' 8.5' 9 B.5 t0' 1D5 if n.S
? 5' S.5' 6 6.5' T 7.5' 8 8.5 9 9S 1O tO.S 11' 11.5' 17
J' S.5' 6' 8.5' T T.5' B' B.5' 9' B.S 10' tOS 11' 11.5' 17 12.5
t' S 8S T 7,5' B' B.S 9 9.5' iO 10.5' t1' 11.5 17 175 IS'
5' 6.5' T 7.5' B' 8S' 9' e S 1O 10.5' 11' 11.S 17 125' 17 13S
F T 7.S B' 6.5 B 9.5' 77 10.5 11' 11.5' 17 12.5 13' 13.5 14'
T 7.5' 8' 8.5' 9' 9S' 10 tOB 11' 115' 17 12.5' 1T t3.5' 1f 14.5
'
8' 6 8.5' 7 B.5' 10' 10S' it' 11.5' 1? 12.5 13' 13.5' fl' 14.5 15
P' ES' 6 9 5' tO 10 5' 11' 11.5 17 12.5 13 175' U' t4.5 15'
' 15.5'
10' E.5 t0' tO5 11' 11.5' 17 12.5' 17 13.5' If 14.5' 1S 115 1F
B. FOR SINGLE SPAN ATTACHED UNIT USE THE PCST SHOWN
UPGRADE THE PC67 IF THE HEIGHT IS NOT SUFFICIENT
FREESTANDING AND MUIiISPAN UNITS USE TABLE 3.9.
9. FINC THE OIC SPACING OR k OF FASTENERS FCR A7 T ACHING
TO WALL FROM TABLE 7.5
10. USE 7HE APPROPRIATE DETAILS
FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN
SLAB 7. DETERMINE MAXIMUM SLAB SPACING FROM TABLE 3.6
SLAB 8. USE THE SMALLER Cf THE SIB SPACING OR HEAD-fit SPAGNG
SLAB 9. POST'A' MAY BE USED FOR ALL A T TACHED'JN I?S ON SlA6
SLAB 10. FOLLOW 9 AND 10 FROM ABOVE
TABLE 3.9 Post Requirements for
Freestanding SWctures
Post Descnptlon Max
Height ,
O ,K3' $eel Govedeai 6' E
C.125'x4"Xa' Squar Alum 17 F
0.1 P5"x4"t4" Steel Post 15' G
0168'k5'Xs' St:..a ?ost 1e' H
Putnam Engineering
3441 Ivylink Place
Lynchburg, VA 24503
14341384-1514
ca rlputna m~_~asdelph ia.net
Page 6 of 27
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TABLE 4.1
LNE TRIG A40.x Po5T
LOAD VAOhI POST RE7D
IPSFi (FTI SPACING FOR
ON SUB SIAe
(F'r) Steel ~"
AX
POST
SPACI
lFr1 C 8eam (t=6.105") vY~•J VJ,,•V
Attzched FreeSandmg or
Structure Muhispan Units
MAX POSr IFNCiH
MIN FOOTER 5 I 1p I 17
POST SIZE C'OF:S'TFNNED FOOTER
TYPE 'd 'd 'd Y
lin) fin) Inl (b) St~N'6.~ C B.-..m (t-.y ,~•) V~~.~...~.._ .,......_ ( -
-! ~ 075' eei 6" C Beam 1-0.0&0')
Attacnej Freestzllding or Atached F~eestan Irg a TABLE d.1
Structure Multispan Unlls Structure Muftispan Units
MAx A4AX POST LENGTH MPX MAx POSr LENGTH LIVE 'AIa AIAX POST
POST M'N 'DOZER B' I tp I 17 POST MN f00TER 8' I 10' I 17 LOAD WIDTH POST RE
SPAC POST SIZE CONSTRANED FOOTER SPACING PO SZE COrSTRNNED f00TER (PSFl f,FT1 SPACING FOR
IFll 1YPE 'd 'd 1f 'd !F'i) TYP- 'd 'd Y 'd' ON SJ~B SLAB
finl (nl iMl Pnl lint Cnl (~^) rlni (Fll
Steal 6'
AMX
POS
SPAC
(FTI
C BPZm (t~_
Attached
StrlKture
MN FOOTER
P 52E
TYP 'd
Unl
I :')
reestandmg Dr
Mullispan UnHs
MAx PCSf LENGTH
B' I Ip I IY
CONSTRANEO FCOTEt
'd 'd 'd
(N fn) Bn)
Steel 5
MAx
POST
SPPwING
1~
C i3eam (t=G 0
Attached
St ucture
MN FOOTEA
PJSi El'E
TYPE Y
(M
75')
resstandir>9 a
Muttls~n Units
l4AR POST LENGTH
5' I tp I 17
NED FOOTEA
'd 'd 'd
Pn) Bnl IM)
SteH 5' C Beam (!=0 060 y
Ahacned Frees~nding a
StruDture Mulaspan UMs
M40I MI)I POST LENG1F:
POST MN FOOTER B' I 10 I 17
SPICING SRE CONSTRAf4Efl FOOTER
(rn P'P 'd b' Y Y
l~n) fnl (N (W
4 T•7 A 174' C 17 x 26 28
t:i 6•P A i5'•1p' D Z3 25 26 I7
5 5'•A' A 75'-4' D 24 24 26 n
5.5 rr A 14'-1' D 24 24 15 76
6 4'•9' A 13'-B' D 24 24 x 26
65 4'-5' A 13'•a' D 25 25 i x
7 a'-;• > 17.3• D iS 2s zs x
7S 3'•17 A Ii'•iP' D 15 S 25 25
B 3'-1' A 11'x' D ?5 25 15 x
9 3'•Y A 1P-IP' D 26 20 26 26
10 2'-17 A iP-3' E 26 ZE 16 26
11 7-T A 9'•9' E 72 21 17 27
12 2.4' A B'-4' E 27 27 2i 27
13 7•Z A B'•6' E 27 D 11 I7
14 2-0' A 5-7 E 27 Z7 27 27
4.5 S-P A IC-3' D Z2 74 25 28
5 4'47 R t7-p D Z3 24 25 26
5 5 4'4' A 134' D I7 23 2i IB
6 4'-0' A 77.7 D 13 - 23 2+ ?5
6.5 3'-d' A 11'$ D 24 24 24 25
7 3•-s• a Ir•s D 24 2, 24 is
i.5 p-7 P. iD-tp D 34 74 24 IS
9 3'-0' A tp$ E I4 2+ N IS
9 7$ A B•t~ E 25 25 25 25
10 7-5' A 9'-5' E 25 x x IS
I1 7-Y P, 8'-9' E 25 x x 25
12 74T A 8'-1' E 26 26 26 26
S 4'-17 A 17'-9' D 23 24 2i 26
55 +'-4' A 13'-4' 0 23 23 x %
6 +'-0' A 17-7 0 23 73 14 x
6S 3'$ A it'$ D 24 24 14 x
7 3'-5' A 1t'•7 D 24 24 24 x
1.5 3'-Z' A 1P-t7 D 24 24 N -x
B afi A t0'$ E N 24 24 24
9 2-B' A B'~11' E t5 25 25 ?5
10 2-5' A 9.5' E x 25 25 25
t1 2-7 A Bd E 25 25 25 25
12 z•p A B'•t' E 2E ZB 2B 28
t3 1'~'7 A "-17 E Z6 19 ZB 26
1+ 1'-0' A T$ E 26 26 2E 26
:GNF q 01 INCT RI I(:T If3NS F AR TH FSF TH AI ES
71'•4' C 21 23 x x
77.10' C n 23 73 25
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11'•p C 22 22 24 25
1P-6' C n n 23 24
10'-I' C 23 23 23 24
ff-s c 27 23 z3 x
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T-S 0 23 23 13 73
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7i 1'•r A T-4' E 21 27 Zt 22 i=5' D t9 19 9 21 +'-Y D 1A 16 19 20
8 t'$ A T4' E 21 21 21 12 5'-r D t9 19 20 21 e-0' D tB 1B 19 19
9 /4' A 5$ E 22 21 n n 4'•r D 19 19 19 20 3'-9' D Ib 1B !8 19
10 1'-Z A 5fi E n ''1 22 22 4'-4" E 2rl 20 ~ 20 3'-6' D tB 18 fA l9
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5,5 2'-Z A 9'-11' E 2t 22 23 24 5.9' 0 19 ZO 21 n 51' C i7 19 ZO Z1
A 7.7 A ff$ E 21 22 27 21 5.1' D t9 iB 2D 21 -1' D t7 19 20 20
6.5 I'-17 A 8'-6' E ?t 21 n n x'•17 D 19 19 A 21 7 18 19 20
7 1'-D' A S-4' E 22 n n 13 5'-T D t9 19 ~. 4'~i11 D i6 19 20
7S 1'-r A B'fi E n n 2<" T 5'•5 D 79 19 70 4'-3' 1B 20
P 4S' S 5.5 5 6.5' T T.5 5 e.5'
t' S' S.5' S 6.5' T 1.5' S 8.5' B
T 5.5 B 9.5 T 7.5 B' 8.5' 9' 9.5'
3' S E.5' T 7.5 8' b.5' B 9.5' 1p
4' B.S 7 7.5' 8' 0.5 C 9.5' 1P 1O5
5 T 7.5' 8' a5' B B.5 1P IOS' I1'
5 7.5' S B.5' 9' 9.5' tp 10.5 11' 115
T 8' 8.5' B 9.S tp 10.5 11' 17.5 1?
8' fly' B B.5" 1p 105' tt' t!.5' 77 I2S
9 9' 95' 1P 1D.5' 11' I1S 17 11.5 17
1p 9.5' - IP t0.5 1t' I1S 12' 12.5' 17 13.5'
B
9
5' BS
7P 10
10
5' 10.5
fl' 1
11
„~ee^
'~
. , . ~ ;t;hh1
1p
10
5 tO,Y
11' 1t'
11
5' 115'
17 17
12.5 ~Yr ~ Ar17.i~}11~ V~~~
1~% ..
1
.
it' 77.5' .
17 12.5' 13' ~~~tlfi~~lt\
~
11.5' 17 12.5' 15 13 5 ~
~
~
17 125 i3' 13.5' 14' ~
11.5' 13' 13.5' 14' 14,5' f ,
17 13.5 1+' I4.S 15 ~?',,r,G~ J`
119' 14' 14.5 15' 15.5'
TABLE 4.4 Post Requirements for
Freestanding SW ctures
Pcst Desa~lx>n Max
Heigh! POST
G 0a3" Stc~l Clrneneai a' -
0125'x4"xa" SDUZre A,:um 17 F
01 Ba`xakr' Steel Pp. 15' G
0 lag°x5~b" Stee~ Post ta' -i
~UILDIN~ PRaDl3GTS
227 Souttl Town East Biud
Mesquite, TX 75149
(972 285.8811
F(972)882.8818
1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE
2 CHOOSE PROJECTION, WIDTH AND OVERHANG OF UN17
3. ;~ i ERMINE WIND AND SNOW LOAD OF STRUCTURE SITE
iPAT10 UNITS USE 10 PSF MIN, COMMERCIAL UNITS
USE 20PSF MIN)
4. CHOOSE A PANEL FROM TABLE51.1 T01.5 THAT HAS
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
5. DETERMINE TRIBUTARY WIDTH FRDM TABLE 4.2
CALCULATE FROM TPoBUTARY DIAGRAM ON WEST02 PAGE 2 OF 8
1i. CHOOSE A HEADER FROM TABLE 4.11HAT HAS
ADEQUATE POST SPACING.
7. USE THE APPROPP,IATE FOOTER SIZE SHOWN.
ll. FVtt JIIVCSLt JY/AN HI IAU"ICU UIW ~ u~[ ~ r><rw i ~nv..ir
UPGRADE THE POST IF THE HEIGhT IS NOT SUFFICIENT
FREESTANDING AND MULTISPAN UNITS USE TABLE 4.4.
9. FIND T-IE OIC SPACING OR # OF r'ASTENERS FOR ATTACHING
i 0 WALL FROM TABLE 7.5
1 D. USE THE APPROPRIA T E DE T AI LS
FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN
SLAB 1. DETERMINE MAXIMUM SLAB SPACING FROM TABLE 4:1
SLAB B. USE THE SMALLER of THE SLAB S°ACING OR HEADER SPACING
SLAB 9. POST'A' MAY BE USED FOR ALL ATTACHED UNITS ON SLAB
SLA810. FOLLOW 9 AND 10 FROM ABOVE
Putnam Engineering
3441 Irylink Place
Lynchburg, VA 24503
14341384.2514
rarlplrtna ml~adelph ia.net
Page 8 of 2T
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3.D PGST SPAgNGS FOR P ATIO AN D COMMERC IAL LAVERS USING ALUMINUM HEADERS IN NORMRL WINC AREAS
Ste°I 1C "z? 5' C EeaT ',t=0~1~'q SteenG'zi:' C Seam (t=0 0?5'J Steel 1G'z35" C Beam (t=G-C~") Steel 10`x3. Bean (i=01G5") Steel 1D 'z3.6' C Beam (1=0. 15') SteH 10" .5 C Beam 0~ O6G';
TABLE 4.6 A"ach6d Re~tan~np Dr AttaG!r rreeszndirc a AttaDned Freestanding a TABLE 4.6 Attached Freesbndinp or Attached Freeslandvlg Dr Ariached Fraestandlnp or
SivCture Multispan Units Sruaure Muftispan Unrs Structure Multisdan Units SUupure fdulbspan UnAs Structure Muhispan Unfls Structure Mutt~span UriAs
LIVE TRIG IAAX POST M9X WV( POSE LENGTH A1AX MAX POST LEBIGT}f M4X - NAX POST LENGTH UVE TRIG M41( POST MAX NAX POSr LE;NGn4 AW( ANX P(),ST LENGTH INJ( MAX POSE LENGTH
LOAD w10TN POST RECD PO51 IAN f00TER B I 10' I 12 POST L4N FCOT"eR B' I iP I 17 POST MN FDOT=R 8' I 10' I 12' LCAO Nf10TH POST EC POS MN TOOTER 8' I 1P I 17 POST MIN f0pTE0. d' I iP I 17 PGSr IAN fOGTER 8' I 1P I 12
IFSF) {FT) SPACING FOR SPAp POST SIZE CatSIMINE7 FOOTER SPAC PD SIZE CDNSiRNNED FOOTEA SPPCMG SIZE CONSTRAINED FOOTER (PS=~ iFri SPACING FOR SPAC PO SRE CONSTRANEO FOOTER SPACB9G POST S¢E CONSTRANED FOOTER S~ACRIG Po SIZE CONSTRANED FOOTER
ON Su18 SLAB IFT) TYPE 7 '6' Y Y lFfl TYPE 'C 'G 'C 'C (Fi) TYPE 'C V 'd 'F ON SLAB SLAB (~) TYp 'E V "a' 7 (FTI TYPE 'd 'S' 'd 'C IFT) ttP "d' '8' '~ 'd
(~ Cm) fin) Cml Ihl 0+1 6n) Bn) ifn) 6~) (til (~+1 iin) (Ff) bnl (n) (nl (N (m) (N pnl M1 (til flnl lint (ln)
4.5 S-/' A 22-6' E 18 29 31 32
5 5'•9' A 2D'-d' E 26 ffi 37 31
iS 5'-7 A Iff-17 E 27 2B 3) 31
6 4'-8' A iB-0' E 17 ffi 29 31
QS 4'-S A 18'-3' E Z7 ffi i8 31
T !-1' A 1T-r E ffi ffi 29 30
7.5 7-1P A tT-0' E 28 ZB 29 30
B 3'•r A 15'-T E 28 ffi 2B 2B
9 ?•Y A 14'a' E ffi 2B 28 i4
10 7.17 A 13'•11' E ffi 29 29 29
it 7•r A 13'-3' E 29 29 29 ?B
12 2.1' A 12'•7 E 29 2B 29 29
17 z•7 A Ira' E 30 3D 3D 3D
11 7d' A 11'-1' 30 ?e 30 30
15 1'•11' A iDa' F 30 3D Y3 30
16'-T D Ti 2T 28 30
15.3' D 29 Z6 28 29
u'fi D 2/ 26 28 29
13'•9" D 1/ 20 27 ffi
13'•1' D ?5 25 27 2B
17$ D 25 25 27 ffi
1T$ D 25 25 26 ffi
11'•T D 25 25 26 27
1 P-Z D 25 25 25 2fi
B$ D ?5 25 25 28
5'•P D 28 26 26 28
8$ E Z6 26 26 28
8.7 E 26 26 ?8 M
T•r E 26 26 26 2fi
T•3' E 27 27 17 27
13'•11" C 21 28 27 ffi
174P C 22 ?5 27 ffi
17.7 C 22 25 26 27
71'•7 C 22 N 26 27
7P$ C 22 29 25 P
a-1r c 1z 19 zs ze
B•5' C 23 b 25 26
8.11' C 23 b U 26
8'•6" C 23 13 21 25
ra• c z3 z7 11 2s
T-5` D 23 23 b 24
847 D 24 2/ 2/ N
B'•/' D 24 24 29 24
5-11' D i4 2/ 29 29
5'-r D 29 29 24 2a
9.5 SV' A 10'•1' E 25 28 70 31 t9'$ D 23 25 2fi 29 11'•5 C 21 2 26 _~
5 !-i7 A t9'-P E 25 28 29 11 17-9' D 27 25 27 28 1P-r C 11 24 25 ~~
SS 4'•4' A ,e'-r E ffi ffi 29 31 17-0' 0 23 25 ]7 28 9'-10' C 21 24 25 :f
8 !fi A iT•S' ~ 26 27 29 3C .7a' 0 27 25 26 1A 9'-3' C I1 23 ^S .-
6.3 3'•8' A. 15'a t' E 26 27 28 29 11'•10' D 11 ii 76 27 d'a' C 11 Zi 1a --
1 Z-5' P 15'-4' E IB 2fl IB 29 1P-g 0 N 24 78 27 S-Z C 12 23 24 ..
7.5 3'-7 A u•-B' E 27 27 28 29 1P-3' D 11 24 25 % T4T C 22 22 24 ._
8 3'•7 A 1<'-3' E Z7 17 I7 29 9'-17 D 21 24 25 26 T•4' C ~ 22 ~
9 <'a' A 13'-5' E 2b 28 28 28 4-T D 21 II 15 26 7.7 D 22 21 23
10 Z•S A 12'-1' E Zb 28 28 2B B'•B' E 25 b 25 25 69 D 72 22 2'f.
fl 2-7 A 1T$ E 28 Z8 28 26 B'-P E Z5 25 ZS 25 5'•1T D ~ 72 72 __
11 Z-0' A tt'-0' E 28 2E 28 2b T-6' E 25 E Z 25 S$ D b 23 23 ..
13 1'-17 A iP$ F 29 28 29 29 T-I' E 25 25 25 25 S•1' 0 b ffi ffi
SC MRi EXPOSDRE C
70 4 8.7 A '.1'•i' E 25 29 31 3Z 15.8' D 22 27 2B 29 175' C 10 25 27 1b
4.5 S•1' A ffi•1" _ 25 ''<8 30 31 11'-8' D 23 26 IB 19 11'•5' C 21 25 ffi 27
5 4'-17 P 1B•i" _ 25 2E 29 31 1?-9' 0 23 R TT Z8 1P-T 'C 11 24 $ 27
5.5 4'a' A 18-T E 26 2E 28 31 1?-0' 0 23 ZS 27 2B 8.10' C 21 24 25 2fi
8 4~~7 4 iT-S E 26 27 2B 30 17-5 0 23 25 18 2b 9-3' C ~ 23 '3 1B
8.5 3$' F 15'-i t' _ 28 27 2B 29 11'-17 0 21 b ~ 26 9 8$ C 21 23 14 15
7 3'-5' A 15'~<" E 28 Z6 2b 29 ID'•B 0 24 24 26 27 8-Z C u Z3 14 25
7.5 3'-Z A 11'-7 E 27 Z7 2B ~ 1P-? 0 21 24 25 ~B- T-5' C Z2 ~ N :': I
8 ?-0' P 19'3" E 27 2i 27 29 9'-i7 0 2l Z4 K 26 T~' C 22 73
9 2$ A 1T•S' E 28 28 20 2B 9'-T 0 24 '[4 Z3 $ T{T D i 22 ffi
10 7-S A IZ•i" E 20 2b 20 2B B'-6' E 25 Zi 25 25 8.5 0 Z2 22 33
t1 ?•T P, 11'8' E ffi 2d 20 2B B'-0' E 25 15 IS 15 5-I1' D 12 2Z [~ := ~
12 ?-0' A tl'4T E 26 18 20 2A 7'-6' E 25 is ?5 25 5'$ C 23 13 23 ...
13 P•tP' P f0'8' F 29 29 29 29 T-1' E 25 15 25 25 S-1' C 13 23 23 --
1. CHOOSE FREESIANDING OR ATTACHF~ S T RUCTURE
2. CHOOSE PRQIECTION, WIDTH AND OVERHANG OF UNIT
3. DETERMINE WIND AND SNOW' LOAD OF STP,UCTUP,E SITE
(PATIO UNITS USE 1G PSF MIN, COMMERCIAL UNITS
USE 20PSF MINj
4. C!JOOSE A PANEL r""ROM TABLES 1.1 T01.5 THAT HAS
ADEQUATE CtFARSPAN FOR YOUR NEEDS.
5. DETERMINETRIBUTARYWIDTHFROMTABLE4.7
CALCULATE FROM TRIBUTARY DIAGRAM ON WEST02 PAGE 2 OF 8
6. CFpOSE A HEADEP, FROM TABLE d.6 THAT HAS
ADEQUATE POST SPACING
7. USE THE APPROPRIATE FOOTER SkE SHOWN
lS 7d' A f3'-T E n 26 1T 18
5 7-S A 11-10' E 22 8 27 2E
S5 Y•Z A 11'•8' E 22 25 26 17
6 7.7 A 11'•1' E 23 11 66 17
6,5 1'-17 A iPS' F ffi 1/ 28 27
7 1'-9" F 10'-3' F 23 11 25 2fi
TS 1'-T A 9'-10' F 23 2l 25 26
8 1'•8" A B-0' F 2] 27 24 16
4 1'•4" A 8.5' F 21 24 24 25
10 1'•2' A 8'-0" F 14 21 24
B-3' D 19 23 23 26
8'a' E 20 r 2a 24
6-1' E 20 n 29 25
Ta' E 20 u 2< 25
T-3' E 20 22 T+ K
5.17 E 20 22 23 24
S$ E 20 21 2J 2a
6.7 E 21 21 22 b
5'-8' E 21 21 a 23
5=7 E 21 21 21 22
rfi c n 22 23 z4
T-Z D 18 22 23 24
5-T D ifl 2f Zt 24
64Y D 18 21 Ti ffi
5'•T D 18 11 ~ 22 [7
s-r D le 20 z1 z?
4'•iP D 18 20 21 Z]
4'-T R 7B 20 2i 71
/'$ D 16 1C 21 i?
4'd' D 19 t9 ?d ?1
7.8' D 19 19 20 2i
3'.<' n 19 19 19 IO
88 1 7-P A Ib'•IP E n Z7 20 Is 1U'iJ" u to n [~ m iro ~~ ~ ~-+
/5 7.8" A 19'•11' E 23 26 ffi 29 9'-7" D 18 23 25 26 T-2' D 16 L 23 24
5 7~5' A 19'-1' F 23 26 27 29 6~8' E 26 i} 2/ 25 6'•T 0 16 2t 23 2a
Sb Z-7 A 13'-5' ?3 26 27 2fl 8'-'~' E 20 23 N 25 5a' D 18 21 Z^ t3
6 7-0' A 1747 24 25 17 28 T-8' E 2C 22 29 25 5'-T 0 18 _ 22 ~~
6.b 1'-IR A 11'-0' 21 25 26 27 T•, E 20 22 23 2a 5-7 D 18 20 2t
7 1'•P A 11'-T F 24 21 28 27 6'•17 E 20 22 23 24 4'17 D 18 20 21 ~'
LS 1'•T A 10'•17 'r 24 2s 26 21 8.8' E 20 21 23 19 4'-r D 18 ZO 2I ~..
9 1'A 1 1R11' F ]e If K 'l7 F-]- F 71 ]1 77 73 !£ D 16 2A 21 ~
D 4.S S 55' 8 8.5 T T.5' 8 B.S 9' 05 10 10.5' 11'
1' S' S.S 8' 65' T 7S a 65 9 9.5' 1d 10.5' 1P 115'
2 5.5' B 85 T 7S B' bS' B 85 1P 10.5' 11' 11.5 17
3 6 8.5 7 7S 8' 85 B 9S' 1P IO.S 11' 11 S' 17 125'
Y 8.5 T 7S' 8' e.9 ff 8b' f 0' 10.5 11' 11.5' 17 125' 13'
S T IS 8 B5 9' BS 17 tOS' 11' 11.5' 17 12.5 A' 13.5'
6 1.5' 8 BS ff 9,5 1P 10S 11' 11.S 17 12.5' 1? 13.5' 14'
7 8 B.5 B B.S 1G 10.5' I!' 11,5 17 12.5 13' I7.S 14' 14S'
8 A.5' ff BS 1C 10.5' 11' 115 12' 125' 1? 13.5' 1! 14.5' 15
B B 9S IP f0.5 11' 11.5 17 12S 13' 13.5 14' 19.5' 15 15.5'
IP B.5' iP 1O5 tt' 11.5' 17 125 t]' 13.5' 1! ta.5' 15 15.5' 1$
6. FOR SINGLE SPAN ATTACHED UtJI T USE 7HE POST SHOWN
UPGRADE THE POST IF THE HEIGh i IS NOT SUFFICIENT
FREESTANDING AND MUL i (SPAN UNITS USE TABLE 4.9.
9. FIND THE OIC SPACING OR k OF FASTENERS FOR ATTACHING
TO WALL FROM TABLE 7.5
1D. USE THE APPROPRIATE DETAILS
FOR PATIO SLABS FOLLOW 1b FROM ABOVE THEN
SLAB T: DETERMINE MAXIMUM StP.B SPACING FROM TABLE d.6
SLAB 0. USE THE SMALLER OF i HE SLAB SPACING OR HEADER SPACING
SLAB 9, POST'A' MAYBE USED FOR ALL ATTACHED UNITS ON SLAB
SLAB 10. FOLLOW 9 AND 10 FROM ABOVc
TABLE4.9 Post Requiremelrts for
Freestanding Structures
PDSi Ces:npban Maz
Hepm POST
D43' Seel Covenear 6' E
~_125~4'x4" ware AIDm 1T F
0.1?b"z4'za" Steal Post 15' G
0-19Bk5'z5" Seel Post 18' H
Putnam Engineering
3441 Irylink Place
Lynchburg, VA 245D3
(43413842514
caHputnamdiQadelphia.net
227 South Town East Blvd
Mesquite, TX 75149
{972) 285.8811
F(972) 882.881E ~~
Page 10 of 27
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3.0 POST SPACINGS FOR PA TIO AN D COMMERC IAL COVERS USING ALUMIN UM HEADERS IN NORMAL WIND AREAS
'
Steel 12 " C Seam it=J 105"I Steel 12 ` C r7eam (t= 0 G75'~ Steel 7?" C Beam (t-O.D&T') Steel 12 " Beam {t= 0.105") )
Steel 12' C Beam (=0.OI5") Steel 12" C am (t=0.060
TABLE 4.11 Ariacnad Freestanding or AtiaCheG Freesanding or Attached Freestanding or TABLE 4.11 Attacnee FreestarWmg or Attached Freestanding or At`~ached Freestanding or
Structure Mutispan Units Structure Multispan Unds Structure Muttlspan Units Structure Muftispan Unds Structure Multispan Units SWclure Multispan Unds
LIVE TRIG MAX POST MA% MA%POST LENGTH M4X M4x POSr LEM"iN ANX MAX POST LRIGTFi LIVE TRIfi MU( FOSr MqX IAIX POS LENGIN MAX AUX POST LENGM MLY dALC POST LE~.'~?1',
LOAD WIDTH POST REOD POST MIN FOOTER 8' I 10 I 17 POST MIN FOOTER 8 I 10 I 12 PO5i MIN F007ER 8 I 1P I 17 LOAD 'MOTH POST REO' PAST MW LOOTER 6' I iD I 12 POST MIN FOOTER 8' I 10 I 17 cC$T MIN FOOTEP, 8' I 10 I 12
IPSF) (F") SPACING FOR SPACIN POST S¢E NSTRAMED FOOTER SPACING S¢E C0815tRrUNED FOOTER SPACING PO SIZE COALSfAA2NED FOOTER IPSF1 (FT1 fiPAGNG F00. SPACI PJ S¢E CONSTRAD4ED FOOTER SPACNG POS SIZE CONS'RAMED FOOTER SPAi'NG PO S¢E CONbtRMNED FOOTER
CN SlAB SLAB if i l TYPE 7 'd V 'd (FTi TYPE 'd 'd 'd `d (FT1 T1PE -P 'd 7 'd ON blA6 SIAa (FT) lY 'd' 'd 'd 'd rFTI TYPE 'd 'd 'd V' ~,FTf P 'd` 'd 'd 7
!Fll fnl furl Lint 6nl fn) (n) (ml Im! Onl !Inl rM) fn! fFp In1 fb) ihl (Inl (IRI fnl rml (bl (inl fin) Inl (in)
4.5 S-4' A 71-5' E 2fi 30 32 ]3
5 5'•9" A 21'-3' 2fi 30 71 33
5.8 5'-T A 20-7 27 19 31 32
6 4'•9' A 193' E 21 29 31 32
6.5 4'~S' h 1B'-T E 28 2B 30 32
7 e.1' A IT•11' E 28 28 30 31
i.5 3'-17 A i6-S E 28 28 2- 31
8 3'-T A 15-11' E 1B 28 29 30
8 3'-? A 14'41' E 29 29 29 30
10 2-17 A 14'-1' E 28 Z9 ZB 30
'I 2-T A 13'-S' E 29 29 29 2B
12 7.4' A 11.7 E 29 18 ID ?8
7J 2'-7 A it'-B' E ?0 30 30 33
14 7.p A tt'-7 E 30 30 30 30
7O 4 d4T A 21'-9' E Z5 JO 3Z J3
4.5 5'<" A 29-T E 25 19 3. 33
5 A'-t 0' ~. 19'-C E M 79 31 32
5.5 4u• A i8'-T E 28 2B 39 32
6 t'-0' A 11'-9' - 29 .18 39 31
6.5 3'-8' A 18.1' E 29 2fl 29 31
7 3'-S' A IS-T E 27 27 29 30
7.5 3'-?' A 15'-0' E 27 77 29 M
B 3'-0' A 1C•fi- E 2i 77 28 30
9 2'-8' A 13'•T E 28 2E 2B 29
10 Z-E' A .7-?' E 28 Ib ffi ffi
11 T-7 A It'.T E 2B 28 1A ffi
12 7-0` A 11'.1' F 20 Z8 26 28
1T-3' D 24 ffi 30 31
78-< D I4 28 2B 31
14•B' D 29 n ffi 30
17.6 D 24 27 28 Z9
17-0' D 24 29 28 19
t18 D 25 26 27 29
11'-iP D 25 28 27 I8
11'f D IS 25 27 ffi
70'$ 0 25 IS 26 27
9.8' D 26 26 ie I7
4-I' D 28 26 26 27
8-6' E 26 26 2fi iE
8-0' E 18 26 ?e 26
7.8' E 28 26 25 26
1s$ o b n z9 3D
73-f0' D I3 Z7 7B 79
13.4r o z3 7e ffi 2e
17-7 D fl 18 27 3
11'-T C 24 75 27 78
11'•1' D it A 27 ffi
1P•6' D N s5 28 ffi
19-r D z+ 2s 26 77
9.3' D 24 24 25 27
8-6' E 25 ffi 25 26
7'•17' E 26 25 TS 26
T-S' E IS 75 75 I5
u-tv c 21 n ffi 2s
17.8' L 21 ffi 28 i9
17.4' C 22 26 77 ZP
11'-5' C 22 Z5 17 28
1a•a• c 22 zs 16 za
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8'-S L b 24 26 27
840' C b 24 % 26
B'J' C 2] N 25 26
T-11' D Ya b 75 26
T-3' D I3 b 7a 25
B'•8' D I3 D Z5
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5'-8" D 2J 23 b 2a
5'•T 0 Z4 24 24 2t
11'-8' C 11 26 T7 ffi
1D•B' C 21 25 ffi Z8
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9.3' C 2' 24 75 27
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8.16' 0 22 72 74 ?5 D
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3'-0- A 14'$' E 22 77 29 30
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5 7~' A 17-0' Z2 26 28 2'a
5.5 7-2 A 1 t'-9' E 22 ffi 17 IB
6 7d A -~-2 27 25 27 28
65 1'-10' A 'D•E' 73 25 26 T8
1 t'-9' A 10.3' F b 25 ffi 27
75 t'•T A 947 F b 24 28 27
8 1'4i A 9-0- F 23 24 25 ?6
9 1'f A 8'•5' F 74 29 75 26
ID I'~7 A T•11' F 74 24 25 26
10'-7 0 ,B a zs n
9-5' D 19 24 16 27
8'-8' E ZO 24 75 28
8.1' ~ 20 b 25 28
743' E 20 T! 25
7.1' E 20 b 24 25
8-B' E 20 22 b 75
5-7 E 20 22 23 14
5'• f P E 20 7t b 24
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5-2' E tt 21 22 27
T'-9' D 18 23 2/ 25
8.1 i' D 78 22 24 25
6'-f 0 18 22 b 21
5'~8' D 18 21 b 14
5'~T 18 21 D 24
S'Q' ~ t8 2t 22 b
4'40' G 18 21 22 b
4'-6' 0 16 20 Z1 ..
4'-7 D 16 20 21 12
1'C D 18 23 21 k
3'•T' D 18 18 20 21
3'3' D 16 19 20 21
4 3'•0' A t8-1' E 7.' ffi iB 31 10'~J" D t9 25 26 .r T-D' D 16 73 2a 15
/S 7.8' A 15.7 F :! 27 IB 37 9-5 G 19 X 26 77 9.1I' D 18 ?'~ M 25
5 7~5" A tA'i' F 23 27 ffi 30 5-B' E 20 14 25 2E 6'd G 18 22 b N
5.5 . < A 13-T F I4 27 2B 29 B'4' E 20 23 25 76 5'•9' D 18 21 23 24
6 74 A 17-0' Z4 28 ffi ffi T-5 £ 20 b 24 25 5'~T D 18 21 b N
65 1'-10' A it'-1P F 24 26 Z7 1B T-1' E 20 23 24 25 5'~: G 18 2t 22 J
7 1'-9' A 1t'-a' F 24 e5 27 28 e'-8" E 20 22 13 25 /40' G 18 ZI u b
7.5 1'-T A 19-tt' F 24 25 71 28 8.3' 'c 20 Tl 23 24 r'.fi' v~ 16 20 7t 22
9 8.S 18 10.5' 11'
9.5' 10 IDS 11' t1S'
IB IOS 11' 11.5' 12
tos n• ns 17 12s
it' 11.5' t7 125' 13'
11.5 17 12.5' 17 13.5'
17 125' 17 13.5' 14'
12.5' 17 13.5' 1t' 14.E
17 135' 1t 14.5' IS
13.5 1f 14S 15' 15
t4' 14.5' 15 155' 1B
5.7 C 27 7Z b N 1' S
5-8 C ~ 2i b 2a 1 5.S
5'A' C 23 73 13 13 3' S
13 1'•10' A 10'~T 29 29 29 2a 8'11' E ZS 25 25 25 5'-1' D 27 23 23 b 4 85'
W MPH EXPOSURE C 5 T
30 t 5-0' A 2t'-9' E 25 30 32 33 1947 D 23 ffi 29 31 17-' C 20 26 27 24 6 7.5
45 5'-I' A 29-T 'c 25 29 31 b t5'd D b 21 29 30 11'-S C 21 26 27 28 T B'
<. 4'-10' A 19-6' E 2fi 29 3f 32 17-19' D 23 ?7 78 29 t0'-9' C 21 25 ffi 18 B' d5'
4 5 4'-1' A t 8'-T E ffi 29 30 32 17~ D 23 28 78 29 9'4 t' C 21 25 2fi 21 9 9
6 t'-7 F t7'-9' E 26 2B 39 31 17.7 D 27 2S 77 29 8.3' C I1 24 IS 21 1D
65 7-8' A 18-I E i8 28 29 31 11'-T D 24 28 27 2B 8'-T C 21 N 25 26
' 3'•5' A ti'-T E 2T 2T 29 30 11'-t- D 24 E 27 ffi 8.1' C 21 b 25 26
IS 3'•2' A IS'-0' E 2T 27 28 30 18.6' D 24 25 76 28 847 C 22 73 25 26
8 7-0' A 14'•6' E 27 27 28 30 tP-!' D 2+ 25 I6 r T-T D 22 Z3 N 25
B 2.8' A I3'•T E 28 28 28 29 8'•7 D 2t 24 25 27 8-tD' D 22 22 24 25
10 c'-S A 173' E ffi ffi 2B 29 8'-8' E 25 25 25 26 8-7 D 22 22 b 14
71 2•T A 11'•7 E 28 ffi 28 28 T-11' E 25 25 ZS 28 5-8 D 22 22 T7 ?t
12 7-0- A 11'-1' F 28 ffi ffi Z8 T~S E 25 25 25 25 S'-8 D n b b 23
13 1'-1P A IB-T F 29 ?9 2A 28 5.11' E 25 25 25 ?5 5'•1' D 23 23 b 23
14 i'-d' A 17-1' 29 29 29 29 8'$ E 2s 25 25 25 4'•9' C 23 fl 2J 27
GENERAL INSTRUCTIONS FOR THESE TABLES
1. CHOOSE FREESTANDING OR ATTACHED STRUCTUF?E 8. FOR SINGLE SPAN ATTACHED UNIT USE THE COST SHOWN
2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT UPGRADE TFL POST IF THE HEIGHT IS NOT SUFFICIENT
3. DETERMINE WING AND SNOW LOAD OF STRUCTUR"e SIT E FREES i ANDING AND MULTISPAN' UNITS USE TABLE 4.14.
(PATIO UNITS US'c 10 PSF MIN, COMMERCIAL UNIT S 9. FIND THE O/C SPACING OR'J OF'rASTENERS FOP. ATTACHING
USE 20PSF MIN) TO WALL FROIJ TABLE 7.5
4. CHOOSE A PAN0. FROM TABLES 1.1 TO 1.5 THAT HAS 10. USE i HE APPRO?RIATE DETAILS
ADEQUATE CLEARSFAN FOR YOUR NEEDS. FOR PAT10 SLABS FOLLOW 1.6 FROM ABOVE THEN
5. DETERMINE TRIBUTARY WICTH r'ROM TABLE 4.12 SLA87. DLTERMINE MAXIMUM SLAB SPACING FROM TABLE4.11
CALCULATE FROM TRIBUTARY DIAGRAM ON WEST02 PAGE 2 OF 6 SLAB 8. USE TFE SMALLER OF THE S.AB SPACING OR HEADEP, SPACING
6. CHOOSE A HEADER FROM TABLE 4.11 THA i HAS SLAB 9. POST'A' MAY BE USED FOR ALL ATTACHED UN~S ON SLAB
ADEQUATE POST SPACING. SLAB 10. FOLLOW 9 AND 10 FROM AEOVE
T. USE THEAPPP.OPRIATEPOOTER SIZE SHOWN
TABLE d.14 Post Requirements for
Freestanding Structures
Pcst Descnpt!on MaX
Height PCS7
0043" Steel Cloverieat rT E
0125"x4"z4" S uare Alum 12' F
0.188"z~"x4" S?eei Post 15' G
0.188'X5"XS" Stee! Post 18' H
~! .d ; C
~ ~ L~.
F(972) 8825818
Putnam Engineering
3441 Ivylink Place
lynchburg,YA 245D3
(4341384-2514
rarlD 1rtrlam(~adelph ia. n et
Page 12 of 27
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(FT1 SPACMIG FOR SPPCIHG POST 8¢E
CN SLAB SlA9 f~ TYPE 'E'
ERS USING ALUMINUM HEADERS IN NORMAL WIND AREAS
ta7.1DSy D3ude Steel 107aS" C Beam (t=0105' Double Stee o"'x? 5' C Sham It=;
cmq or Adaated r'reestanding or Attaches PeeslandF
1 Unds Structure MultisDan Unils SW~ure MuhrGarl L
iT LENGI'.i MAx MAx POST LENGTH MeX - MAX POST
1P I 12 POS MN FOOTER S I 1P I 17 POST MN FDCt-eR B' ~ 10
4ED FOOTER SPAC Po S¢E COFBTRNNEO FOOTER EAAGMG SIZE CONSfRANEI
'C I Y (F1) TYPE 'C '0' I 7 I 'd' (FT) TYPE 'f 7 I 'a
s r-T A 3s-r t 1j 37 35 37 35-7' E 29 73 N 38 73'•ip D 25 27 29 3D
4.5 B'•4' A 33-5 E 3] 33 35 37 37-5' E 28 32 34 35 27~T E 28 n 20 30
5 5'-9' A Tl-4' F 3] 33 35 3A 31=:' E 33 a 33 35 a-3' E 22 2T 28 29
5.5 5'•7 A 30-(1' F 31 32 3/ J6 29.0' 30 71 37 34 1P$ E Z7 27 2d 29
8 4'•9' A 28'•1. F 31 32 31 35 28'•3' 31 31 33 M 19-1 t' E r . 27 21 29
8.5 4'-5' A 7T-9' 'r 37 32 33 75 27'$ 31 31 32 34 t9'-S E 28 28 2B 29
7 4'-I' A 26'-B' F ~ 32 33 35 2S$ F 32 72 32 33 18'•1' E 28 28 26 28
1.5 3'-iP A ~'-8' F 32 32 33 34 25-Y F 32 32 32 33 1T-B' E 28 28 28 28
8 3•T A 24'-ip F 33 33 33 74 21'-8' 32 >? 32 33 1T-4' E D 2P 29 2B
9 7•Y A 23.3' f ~ 31 33 31 23'•3` F 33 33 37 33 15'-10' E 29 2B 28 29
10 7.10 A 27'•1'. F ?s 34 74 3d 27$ F 74 3< 3a ;4 IS'•4' E 30 30 to >D
11 7-7' A 2P-5 F 3/ 34 34 k 20.77' F 34 k 34 34 la•-T F ~ 30 3p 30
12 7-4' A 19•B' F 37 34 39 71 19'•11' 35 75 35 35 13'$ F 37 31 31 31
13 7-7 A 18-ip F 35 35 35 J5 19'-I' F 35 JS 35 35 '3-7 F ;1 31 31 31
14 7-p 0. 18'-p F 7S 35 35 a5 18'x' F 35 75 35 35 77-9' F 31 31 31 71
15 "-11' 0. 1T-3' F 35 38 3fl :K 1T-T 7A u t6 7A t7-7 F 77 t? » 77
1.5 5'-4' 0. 31'•1" F R 33 3q J6 2a'3' E 28 31 33 34 20$ E 25 26 28 29
5 d'.ip A 290' F 2B 32 34 35 28Y' F 29 7t 33 7J 2P-0' E 28 28 27 29
55 4'•4' R 2T-8' F 30 32 33 S5 27'-8' F 30 7t 32 N 19'•5' E 26 28 27 29
b <'$ A 26'•5" f 37 31 33 75 25'•6' F 30 70 32 33 1T•17'- E 2T 27 21 20
8.5 T$' A 25'-3' F 71 31 33 31 24'x1' 30 30 32 37 tT-6' E 21 27 27 26
7 3'-5' A 24'•3" F Jt 31 32 74 24'-3' F 71 31 31 73 1T-1' E 27 27 27 2e
T5 3'-7 A 23'•5' F 71 31 32 J4 27.5' F 57 11 71 72 15'•11" E 27 27 27 A
6 3'$ A 27-T F 31 3i 32 .,, 27.7' F 32 ]2 32 32 15-T E ?e 2b 28 20
9 7.8' A 2P-t' F 32 32 32 77 21'-3' F 32 32 32 32 14'•8' E 28 28 28 Is
iD 7.5' A 19.7p F 33 33 33 33 2(Y-1' F 33 77 33 33 73'•8' F 29 29 29 2B
17 7-Y A 18'-9" F 33 33 :3 :.° 19'd F 73 33 33 73 17-1' F 29 29 29 29
72 2-0' A 1T.P F 33 33 33 33 18'-1' F 34 34 34 3+ 17$ F 30 30 30 30
13 1'•1p A 16-11' F 31 :i{ 3t 31 17'.4' f. l4 11 74 74 17-11' F 711 7fi '111 1n
Double Seel .2 .,," C Beam (r-0105") uDle Stee 1C'x3 5` G Beam (t 7.105') DoublE St~l 5'z% 5" C iseam {r-01C'S")
TABLE 4.16 AttaGleo Freestandlrg or Attached rEesianding a Attached Freestanding or
Structure Multispan Unds Struci<7re Mudspan Unds Structure Muhiscan Units
7803 MAX PCSf MAX MAX POST IENGiH MAX M4x P05T LENGni MAX M4X POBT LENGIN
~10h1 POST P.EO POST MN FOOTER 8' I 10 I t7 FOST NN FOOTER B' I IP I 17 POST MN FW7ER 5 I 10 I 17
IFrI SPACNG FOR SPACNG . 92E CONSritANEO f00rER SPAgNG POST S¢E CON5rPA1NED FOOTER SPACMIG ~ S¢E CONSr9fVNED FOOTER
ON AAa SW iFn 7 `d 'd V fFn TYPE 7 'd 'd 'd (rTl TYP 'd 'C 'd 'C
lm (nl fnl Iml fnl (~1 8n7 6n7 Onl Pn) (~I ON flnl
CMW7EXPOSUR=B
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a.6 7-8' A 21'-S F 26 30 31 33 21'$ F 26 29 30 32 t5'd' f 2) 24 Z6 27
5 2-5' A ~ 20.1' F 26 29 71 72 $Ti' F 28 26 30 31 13-1 I' F 27 24 25 26
fly 7.7 A 18'-p F, t6 29 30 32 15-3' F 2a 26 30 31 :3'-T f ~23 2] 25 26
8 2-0' A 16'•0' F 27 28 70 31 18'x' F 27 20 ~ 31 17$ F 24 24 25 26
6.5 r•1p A 11'•Y F 27 18 JD 31 iT$ G Z7 27 29 30 17.7 F 2/ 2/ 2< 25
7 1'-9' A 16'-S" G 27 28 29 31 1s-9' G Z7 27 28 30 1ri6' F 2/ 24 24 25
7.5 1'-T A 15'-8' G T i> 7B 30 16-7 G 28 26 28 30 11'-3' F 2/ N 24 25
6 1'$ A 15'-0' G 26 28 ~ 3D 1S$ G 7b 20 28 ~ 10'•1p f 25 2S 25 25
9 14' A 13.11' G 28 26 28 2B 14'-5' G 29 26 18 m 10.7 F 25 25 L 25
10 1'-7 A 17.11' G 26 28 20 29 17$ G 29 29 29 29 9•B' F 26 28 28 26
4.5 7-0' A b'-T F 28 30 32 34 21'$ F 28 29 30 ]2 15'-1' F Z7 24 26 27
5 Z-5' A ZZ-3' F 27 30 52 33 2P-4' F 26 ZD 30 31 1311' G 23 24 25 26
5.5 7-7 A 21'•1' G 27 30 31 33 79•Y F 26 Ze 30 37 17-3' 23 73 25 28
6 7-0' A 20.1' G 28 2B 31 32 18'-4' F 27 28 2B 31 17-E' 24 24 25 28
6.5 1'-tp A 19'•7 G 28 29 31 32 1T$ G 27 2? 29 N 17•Y F 4 24 25
7 1'-9' A 18'-4' G 28 29 70 32 18-9' G 27 27 29 30 11'-8' 4 2/ 25
7.5 1'•T A 1T$ G 2e ~ 30 31 18-7 G 16 20 28 3D 71'- F ~ 4 25
6 1'$ A 16-ip G 79 79 30 31 15'$ G 7A )8 ]8 29 10• ~ 2 '" 25
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5 a'•ip A 2-'d' F ~ 32 3a 75 28'-P f 29 J1 37 3a 20$ E 28 ?9 27 28 5 8.5
5.5 dV' A 27'-0" r 30 32 33 75 2T$ F 30 31 32 34 19'•5' E 26 26 27 29 5 9
6 4'•p A Z6'-5' F m 31 33 35 25'$ F 30 ]D 32 33 iT•71' E 27 27 27 2B 10 9.5'
e.5 3'-0' A 25'•T F 77 31 77 >r 24-11' F ]0 70 32 13 iT'$ E 2T 27 27 ?8
7 3'-5' A 24'-0° r 71 31 32 3+ 26'$ F 3t 71 31 37 1T-I' E 21 27 27 26
7.5 7•Y A 2T•5' F 31 31 32 34 23'8 F 31 37 31 72 !5'•11` E 27 27 27 R
B 3-0' A 22'-T F 37 31 32 33 27•T f 72 32 32 72 15'•7' E 28 28 28 28
9 7-3 A 21'-1" F 32 32 72 33 21'-T F 12 32 32 3< 14'-8' E 28 28 18 2B
10 7-S A 19'•tp F 3J 33 33 33 2P-1' F 33 33 33 J7 13'•9' F '29 29 29 29
it 7-7 A 18'-9' F J3 33 3J 37 tB'd F 17 33 33 37 13'-1' F 29 29 2B 2B
12 7d A 11'•B' F 33 33 73 33 18'•1' F 31 >4 74 N 17$ F 30 30 70 30
iJ t'-ip A tB-11' F N 3a 34 N 1T•4' G M 3r 34 >4 12.0' F 30 30 >a 30
14 1'$ A 18'•7 G 3• 34 74 N 1ST G 3< 34 34 5< it'-B' F 30 3a 30 30
t. Cki00SE FREESTANDING OR ATTACHED STRUCTURE
2 CHOOSE PRCJECTICN, WIDTH At~YD OVERHANG OF UNIT
3. CETERMINEWINDANDSNOWLOADOFSTRUCTURESITE
PATIO UNITS'JSE 10 PSF MIN, COMMERCIAL UNITS
USE 20PSF MIN) _
4. CHOOSE A PANEL FROM TABLES 1.1701.5 THAT HA5
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
5. GETE2MINE TRi ' IARY WIDTH FROM TABLE 4.17
CALCULATE FROM TRIBUTARY DIAGRAM ON WEST02 PAGE 2 OF 8
6. CHOOSE A HEADER FRCM TABLE 4.16 TIiAT NAS
ADEQUATE POST SPAGi~,.
7. LSE TFE APPROPRIATE FOOTER SIZE SrIOWN.
8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN
UPGRADE THE POST IF i HE HEIGHT IS NOT SUFFICENi
FREESTANDING M'D MULTISPAN UNITS USE TABLE d.19.
9. FIND THE 0!C SPACING UR is OF FASTE'~RS FOR ATTACHING
TO WALL FROM TABLE 7.5
10. USE THE APPROPRIATE DETAILS
FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN
SLAB 7. OE T ERMINE MAKIMUM SLAB SPACNG FROM TABLE 4.16
SLAB 8. USE THE SMAL EP.OF THE SLAB SPACING OR HEADER SPACING
SLAB 9. PCS T 'A' MAY 3E USED F~7 ALL AT T ACHED UNITS ON SLPB
SLAB 10, FOLLGlV 9 AiJG 10 FROM ABOVE
TABLE 4.19 Post Requirements for
Freestanding Sb'13cWres
PCSt CescnpUon Max
Height POST
0043" Steel GoverlP-ai 8
Q 125'x4'x4" Square Alum 17 F
G-18S"x4w4" Steep Post 15 G
C I BS'X5°x5" Stec Fost 16' H
~~ ...
~lJ(LDIf`JG PRQDUCTS
227 South Town East Blvd
Mesquite, TX 75149
(972) 285.8811
F(972) 882.8816
Putnam Engineering
3441 IvVlink Place
Lynchburg, VA 24503
434 384-2i/4
carloutnam~dadelph ianei
Page 14 of 27
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5.0 POST SPACINGS FOR
NDTH POST RECD POST MN FOO7E
IFT SPACNG FOR SPAC9rG FbSr SIZE
oNSEAe sue IFn rrPE "d
a T•? A 11'•4' l; LL ll ~~ 1"
9.5 Bd' A 1P-Y C 23 23 23 2/
5 5-9' A 11'$ C 24 24 b 21
5.5 5'-Y A ID-tP C 25 25 25 25
6 4'-9' A 10-8' C 25 15 ZS 25
E.5 a'•5' A 10-4' C T6 26 28 26
7 4'•1' A 7.11' C • 28 28 Z6 26
75 3'-iP A 7.7` D 26 26 26 28
8 7-T A g•+' D 27 17 27 21
9 3-Y A 8-7 0 2T Z7 27 27
10 7.10' A 8-/' D ZB 28 2B 28
I, 7-T a r-n' D 28 ze 2e 2t
12 7.4' A T-T D 28 2e 28 26
13 7-? A T•/' D I9 2B 29 29
14 7-0' A 7'-0' D 29 29 29 29
9S S-1' A 11'-? C 2T a a Z3
5 4'-iC A 10'-6 ~ 22 22 n 13
5.5 4'•C A 10'•T C 23 27 23 73
B 4-0 A 7.10" C ZJ 27 23 13
65 7.8' A 7-5' D Y 27 Z3 T3
- 3•S A 7.1' D 21 1/ 24 Z4
79 3-Y A 8-9' D 2/ N 24 21
a 7$ A E$ D 24 14 za 2a
9 2.8' A 8-0 D Z5 25 25 23
10 2.5' A T~T D ZS 25 25 2i
tt 2-Y A T-3' 0 2S ZS 25 25
12 2$ A 8-11' D Z6 26 26 26
4 sa' A n'-4• c r. 22 z3 ~.
4.5 Si' A 11'-Y C 27 2'. 23 24
5 4'•10' A iD-7 C 2a 24 24 24
5.5 9'•+' A 10-3' C 24 24 2/ 24
p Y$ A 7.10' C 25 23 13 2i
65 3$ A 9'~5" D 25 x 2i 25
T 3'-5' A 9'-1" D 25 25 25 25
7.5 Y•7 A 8'•7' D ZS 25 26 2i'
8 7.0 A b'-6' D 26 16 26 26
B 7$ A a'$ D 28 26 28 26
ID 2•s A rr D r n v n
17 7-7 A T'-3" D 11 21 27 27
12 T$ A B-11' D ?6 28 26 26
t3 1'-IO' A 7-t' _ 2S Z8 20 28
t4 i'•8' A 6'•5' E 28 28 ZO 2B
MIN FOOTF
PDSr SIZE
TYPE 'd
OSr I l7N IFOOiE
PACNG POST SIZE
IFr1 TYFE 'd
8'-7D' C a 22 a a
7-8' C 23 2] 13 23
g$ ~ C 24 21 2a 24
B'-P C 2< 24 24 24
7•r c zs u 2s 25
B'-9' C 25 25 2i 25
8'•5' C 25 25 26 25
8'-7 C 25 25 25 25
T$ C 25 26 26 26
T-4' C 28 Z6 28 26
T$ D Z1 27 27 27
68 0 27 27 27 Z7
6-S D 28 26 ri Z8
8-? D 28 2a 2B 28
lv$ c x x x 2,
7•B' C 2t 21 27 It
7•<' C T 21 2t 21
7$ c r. a a 21
8'•r C Z1 a a 22
e''-r c a a a u
b'$ C ri 23 23 T3
7'.8' C 23 a3 ri 23
r'•8' D 2J 73 23 I3
T-0' D 24 N 2a 21
8-8' D 24 29 I4 24
e•a' D 24 29 24 24
5•!" D 23 75 25 15
7.11' C 2.^ a ll ZZ
B'•b• c a a 2< :z
9'•C C ri D 23 23
g-0' C 27 23 23 23
8-7' C 23 23 77 27
8.3' C 2t N 2/ 21
8$ C 24 24 N 21
T-0' C 24 24 ?/ 24
7'•5 D 25 25 25 ZS
T-0' D 25 25 25 ZS
sa• D 26 16 z6 zs
0i' D 26 28 26 26
8-1' D 18 26 M 26
5'•1P D 27 27 27 2T
1. Ch'OOSE FREESTANDING OH ATTACHED ~ ; tiuc, I urct
2. CHOOSE PP.O~CTION, WIDTH AND OVEP,HANG OF UNIT
3. DETERMINE WIND AND SN01N LOAD OF STRUCTURE SITE
(PATIO UNITS USE 10 PSF MIN, COMMERCIAL LttVITS
USE 20PSF MIN)
4. CHOOSE A PANEL FROM TABLE51.1 T01.5 THAT HAS
ADEQUATE d~A.RSPAN FCR YOUR NODS
5. DETERMINE TRIBUTARY WICTH FROM TABLE 52
CALCJLATE FROM TRIBUTARY DIAGRAM ON WESTD2 PAGE 2 OF 8
6. CHOOSE A HEADER FROM TABLE 5.1 THAT HAS
ADEQUATE POST SPACING,
7. USE THE APPROPRIATE FOGTER SIZE SHOWN.
10.5' C 22 23 N n
1Da• c xi n z+ zs
10-1' C 23 Z7 29 Z5
g-11' C 24 29 21 15
g-9' C 24 11 24 25
gr C 25 25 25 25
7.5' C 25 25 25 IS
7.7 C 26 26 ZB 26
7-0 D 25 26 26 26
7fi D 27 27 27 27
B'$ 0 P 27 27 27
T$ D Z8 29 2B 28
7-4' D 78 2B 28 28
T-1' 0 28 29 28 28
e-8' 0 29 29 29 a9
11'•5' C 21 a 24 25
1v.n• c zz a r. z4
10-r C 22 Il 23 N
7.1 t' C 2Z a ?3 2+
7$ C 27 23 13 21
7-7' C Z7 23 23 23
B'-? D 27 ri 27 ri
8'$ D i4 24 1< 2/
B'~7 D N 24 2a 29
T-9" D 2t 29 2+ N
T•4" D 25 25 25 25
T$ D ZS 25 ZS 25
5.8" D 25 I5 25 25
p.a^ n ?6 2fi 28 26
wa' c zs 23 z/ 1s
tv-1• c n r. 24 2s
7.11' C 24 Z4 N 25
7-8' C 21 N 24 25
B'•I' C 25 25 25 25
B'•9' C 25 25 25 ~
p'•5 . i5 25 23 25
g-Y 0 25 23 25 25
T-9' D 26 26 26 26
r•r c x zfi zs 26
r$ D zr 2r v n
6.8' D 21 27 2i D
8-5' D 28 28 28 1E
Western 6' Magnum Gutter Fasaa Western "Magnum Gutter Fasaa
TABLE 5.1 AltaGhed Freestanding Dr Attached Freestanding or
Structure Muttispan Units 5,nrc;ture Mukispan Unlrs
fRlp MAX POST MAx AIA7F POSr EEN('TH MU( IAAX POST LEt4GT11
4Dr"I POST RECD P0.R MN pOTE 8' I 17 I IY POST MN DOTE 7 I ID I 12
FFT) SPACINS FOR SPACI7IG POST BFZE COF15rRAINEO FOOTER SPAL POST SIZE CONSTPNNED FOOTER
ON SlI9 SUB (~ TYPE 'd 'd 1! 'd (Fl) 1YPE 'd 'd 'd 'd
tFn rni (n) Gn) fu+) fn1 Im) hnl (~1 6" Smi
A47Y,
POST
SPACI
(m th Fascra (6C5
AtlacneD
Structure
MIN 007E
POST SIZE
TYPE 'd
GI) 3T6)
Fre~sanding Dr
Multispan UnHs
MAX POST lE.'4GTI4
8' I 18 I 12
CC995FRNNED FOOTER
Y 'd 'd
¢n) Iln) Ihl
b MPN EXPOSURE C
4 7.0' A B'•5 D 19 19 10
4S 7.8' A t'-0' D IB 19 x
5 73' A T-T D x 20 A
5.5 7-? A T-3' 0 20 x x
8 7$ A 8-1 t' D 211 x x
6.5 1'-10' A 8$ E 21 21 21
7 1'•B' A 8.5' E it 21 27
7.5 t'•r A 6'•? E 11 21 21
B I'$ R 5.0" E Zt 2t 21
9 1'-/' A 5'-8' E 22 22 72
10 1'-7 A 54' E 22 22 a
11 T-i' A 5'-t' E 23 r n
21 T-5 C 16 18 19 29
21 T-0' 0 19 13 19 iB
21 8-8' D 19 19 15 I9
21 5~' D 19 19 19 . g
20 8-1' D 20 x x 20
21 5'-iC D 20 20 20 20
21 5'-8 D 20 x 20 20
2t 5'•5' D x x 20 x
21 5'-7 D 21 11 21 21
a 5'$ E 11 Z1 21 21
a 4'•9' _ 21 27 21 21
73 <'$ E a L e 22
8-7
T-9'
7-1'
T-0'
8•B'
8.5'
8-7
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5'•t0'
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5'-7
4'-t I'
0 19
D 19
D x
D 20
D 20
D ID
E 2!
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E 11
E ?2
E 22
E 22
21 r a3
x 21 a
20 21 ."Z
20 21 22
20 21 2t
20 ri
21 21 27
2t 21 Y'
21 21 11
Zt 22 i?
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10 A4'F
4
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5
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6.5
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7.8'
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7-0'
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1'-T HE C
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72
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S-5'
5'~5
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20
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71
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x
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21
21
21
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20
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21
21
21
22
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5-5
5-7
8'0'
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27
0 45' S 5.5' 8 eS T 7.5 a eo-' r ~.a ~~ ~.a ~•
t' 5 5.5' 8 6.5' T 7.5' 6 p.5 5 e5 17 16S 7t' 11.5
7 5.5 6' E.5' T 7.5' a 6.5' B 9S t0 105 Ii' 11S 12
'
3' 8 6S 7 7,5' 8 8.5' g 9.5' 1D /pS it' 11.5 1Y 125//
P 65 T i.5 8 85' 7 9.5' 10' 10,5' 11' 115 12 125 13'`
S 7 7.S 8 8.5' g 9.5' 17 IDS 11' ILS IY 125' 17 i3.5'
5 75 8' 8.5' 7 9.5' 17 10.5 II' 11.5' 72 125 t7 13.5' 14'
'
T t' 0.5' 7 9.5' 10 109 71' 11.5 12 12S 13' 13S 14' 14.5
b' es 7 4S' 10 IDS f1' 1iS IT 125' 17 135 14' 19.5' 15'
7 7 95 10' 105 ~~ 1t5 IT 125 17 17S 14' 11.5 IS 15.5'
10 9S 10 105 - 1f 115' 17 12S 13' 115 14' 14.5' '5' 155 18
TABLE 5.4 Post Requirements for
Freestanding Structures
Post DescdpiiDn Maz
HRVght POST
G G4T' Steel Clv~erteaf S E
0.125"z4"z4" Square Alum 12' F
01E5'x4"x4" SteH Posl 15' G
C 1SE'~S"z5' Steel Post :8' H
Y 4~
~r~
~ t11ftE '.1 ~ `V
/. S
227 South Town East Blvd
Mesquite, TX 75149
(972) 2858811
F(972) 882.8815
8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN
UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIEM
FREESTANDING AND MULTISPAN UNITS USc" TABLE 5.4.
9. FIND THE 0/C SPACING O,R k OF FASTENERS FOR AT i ACHING
TO WALL FROM TABLE 7.5
10. USE THE APPROPRW i E DETAILS
FOR PATIO SLABS FOLLOW 18 FROM ABOVE THEN
SLAB 7. DETERMINE MAXIMUM SLAB SPACING FPOM TABLE 5.1
SLABS. USE THE SMALLER OF THE SLAB SPACING OR HEADER SPACING
SLAB 9. F^"ST'A' MAY 9E USED FOR ALL ATTACHED UNITS ON SJ9B
SLAB 10. FOLLOW 9 AND 10 FROM A60VE
Putnam Engineering
3441 Ivylink Place
Lynchburg, VA 24503
(d341384.2514
ca rlDUtna m(Madeloh ia.net
Page 16 of 21
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5.0 POST
LOPD I WIDiH l ON SLAG 15EV5 ~ ~ ~ TYFE I FOOTE
IPSF) (~ SPACNG FOR SP4CIN PCSr SIZE
MIN F 17 I 15 I 18' LOAD WIDTH POST REQO PoS Mm m
P08T S¢E CQSTRPINED FOOTER IPSF) (FT) PAC FOP. PACI DOST SIZE
TYPE 11' 'C I '? I 'C' ONS SLAB lFT) rrPE 'C
4 3'd A T-8' u in to c ~ ..
4.5 7$ A T•1' 0 19 2O 21 22
5 2'-5" a T•1' 0 19 i9 21
i.5 2'•2" A 6'•10' 0 20 20 20 P
6 r•a' A s-r D p sD 26 r
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r 1'-9' A 5-8' D 20 20 20 ZO
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8 1'£' A 4'•11' D 20 20 20 20
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% 4
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22 ...
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23 %
24 I8'-2'
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D %
27 31
SI 31
32 34
34
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5.5 S•7 a 9'•1^ C 23 2i Z3 2a 16'1" D ?8 30 32 33
8 a'•9' A 8'•1P C 24 24 z4 2a 1S-1 t' D rB 3d 32 33
65 4'•5 A 8'•T C 24 27 N 24 IS'$ E % 70 32 ~
7 e•r A 8'-5' C 2a 24 24 24 15'•t" E 30 30 31 33
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75 75
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- t'-4' A B'4' C 21 2t 22 23 IS'-S E i8 28 30 31
8 4'$ A 6'-t' C 22 n 22 ~ t5'A" E 26 29 30 31
6.5 3$ A 8'~ 1' C 22 22 a n H'-T E P 28 70 31
7 J'-S A T-71' C 22 '2 22 22 14'•}• E 27 28 20 31
i.5 3'-7 A T-e' C 23 23 23 9 13.11' E 18 28 29 31
8 ]'-7 A T-T D 23 ?3 23 23 13'-8' E 28 28 29 30
3 7$ 0. T-3' D 2a 2+ 24 24 t3-r E 29 28 Z9 70
IO 7d' A T•g ~ 24 24 24 24 17-8' E 30 30 30 30
II T-7 A 5-70' D % 25 25 % 1Z'-r F 30 30 30 30
7$ A 5-8' D % 25 i5 % 11'•10' F 11 31 31 31
.. .•.~. w a.n- n 7fi 15 % s5 10'-11' F ]t 31 3f 31
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73 24
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71 33
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13
1. CHCOS"c F^~Ec.~'.1 Ar4umis tm F, i I nl,nr_u o t rtu~ ~ un~
2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
3. DETERMINE WIND AND SNOW LOAD OF STRUCTURE SITE
(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS
USE 2Q°SF MIN)
4, CHOOSE A PANEL FROM TABLES 1.1701.5 L-U+T HAS
ACEQUATE CLEARSPAN FOR YOUR IJEEDS
5. DETERMINE T RIBUTARY WIDTH FROM TABLE 5.1
CALCULATE FROM TRIBUTARY DIAGRAM ON WEST02 PAGE 2 OF 8
6.. CHOOSE A HEADER FROM TABLE 5.6 THA T HAS
ADEOIJATr POST SPACING.
7. USE THE APPROPRIATE FOOTER SIZE SHOWPI.
{5 7-8' A T-4' D ZO Z1 22 73
5 7-5' A T-1' D 21 21 22 %
5i 7-2' A 8-10' C 2t 2t 27 °t
6 7.0' A 5-T D 21 21 Z1 !a
6.5 1'-iV A B-I' D 21 21 21 22
1 1'•9' A 5'-8' 0 'c1 21 21 21
7.5 1'-T A 5-3' 0 Z1 21 21 Z1
6 1'$ A 4'-11' D 21 21 21 21
Western 7"x4' I beam
Aitacned Freestand,c~g or
Structure MuBispan Units
MAx MAZ Posy LENGrr+
P05T A9N 007E t7 I IS' I fa
SPACING POST St2E C0A6rANNED FOOTER
IFT) TYPE N 7 'F 'C
fml On) (n) Onl
t3'-9' E 22 28 29 31
13'-3' E 13 27 29 ?0
17-9" E 2a Z7 29 30
17.4' F 24 27 29 30
+ra f zs a 2e 3D
1i'-2 ~ ZS % 28 29
18d' f % 26 27 28
g-8' F ZS % 2T 2E
g-I' F 25 % 26 28
8.1' F % % 26 21
7'-3' F % 25 25 26
c.~• c K 7fi 25 %
13'J" E % 29 30 32
17.9' _ % 28 30 31
1r-4' f 28 Z8 30 31 "ae~w~.
1r-0' F 26 28 JO 31
11'•7 f 18 27 ID 37
1C~' F 26 27 29 30 '>.amx.,wa: k
g•8• F 26 n za ~ ^~s'LLJ1N~ P'R{)DUCTS
g-I' F 26 28 29 23
227 South Tovm East Blud
ATTACNE087AUC1t1RES Mesquite, TX 75149
(972) 285811
16 1Y 20' zr ~' F(97 21 882 4181 6
P 4 4S 5' S.S 5 BS T 1.5' S E.5' g 95 iQ 183 7r to
'
1' 4' 4S i' SS' S BS T
' 75' 8'
' E.5'
8
5' g
g 4.5'
9
5' 1Q
1g tO.S
1as 11'
1r 14
to Putnam Engineering
T 4' 1.5 5' S.5' S BS T
T 1.5
' B
g .
8
5' g .
9
5' Ig tG5 n• 14 34411rylinkPlace
T P 45' S'
' S.5' S 6S 7.5
7
5' B' .
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5' g .
9.5' ig Ins f7' 14' Lynthhurg, VA 24503
+• 4' 45 5 S5 5
' 6.S
' T .
' a .
E
a g i'
9 IC tO.S 1T Ia' 434( 1384.2514
5 4' 4.5' 5 SS
' 8 6.5
5' T
T 7.5
i
5' 8' .
E.5' g .
9S' Ig 10S n' 1a~ drlDtltnam~adelphia.net
5 a' 4.5 5 55 S 6. , ' '
T f 4.i' 5 SS 5 65 T T.5' a d.5' 9 9.5' 10 10.5 11 14
B' 4 4.5' - 5 iS 5 BS T 7.5' g 8.5' g 8.5' 10' 10.5 11' la•
'
9' 4' 4.5' S 5.5' S 85 T 7.5' 8' 85' - g 9.5 10' 10,5' 11'
' 14
'
10 -~4' 4.5' S 55 5 8,5' 7 75' 8' 8.5' 9 9.5' 10' 10.5' 11 1/
8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOV~M
UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT
FREESTANDING AND MULTISPAN UNITS USE TABLE 5.9.
9. FIND THE 01C SPACING OR # OF FASTENERS FOR ATTACHING
70 WALL FROM TABLE 7.5
10. USE THE APPROPRIATE DETAILS
FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN
SLAB 7. DETERMINE MAXIMUM SLAB SPACING FROM TABLE 5.6
SLAB B. USE THE SMAL! ER OF THE SLAB SPACING OR HEADER SPACING
SLAB 9. PGST'A' MAY BE US'cD FOR ALL ATTACHED UNITS ON SLAB
SLAB 10. FOLLOW 9 AND 10 FROM ABOVE
TABLE 5.9 Post Requirements for
freestanding SWctures
Posi Description Maz POST
Heigh
O D43" Steel Cloverleaf R E
0.125'k4"x4"Square Alum 17 F
0.1d8'k4"z4" Steel Fost 15' G
0 ;68'k5"xJ" Seel Post 18' H
Page 18 of 27
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5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING ALUMINUM HEADERS IN HIGH WIND AREAS
eel E° C Seam (tai ti}3'; Steel 5 C Berm (-=0 0?5'; Steel 6" C Bean) (t=0,0&T) Steel 6" C Beam (t-0 tl~^) Steel 5 ., Beam (t~.015") eel 5' C Seam (1=0.060")
TABLE fi.1 Attached rEesantling or Anacned Freestanding Dr AttacvD Freestanding or TABLE 6.1 Attached Freestanding Dr Attached Freestanding or Attached r'reestandirx Dr
Structure Mut~Dan Unds Sructure Multispan Units Svucture MulUspan Units Snxture MultisDan Unrs Srucure Muttispan Units Sructure Multispan Unhs
LIVE TRIG MAX POST AIAx 84AK POST LENGTH MAX MAX FOST LENGTH MAX MAX POSE LENCIM LNE TRIG AVD( POSE N.A% MAX P05T IFNCni MaX MAX POST LENGTH MA)( MaX POST LENGTH
LOAD WIDTH POST RE09 PCSr ABN FOOTER a I 17 I 17 POS h4N FOOTER B' I iP I 12 POST MN FOOTER 8 I 10 I 12 LOAD WIDTH PC51 flEQD DOST h1N DOTE B' I 17 I 77 PCST MIN DOTE B' I 10 I 17 PC6T h9N DOT 8' I t0 I 1:
(DSFI Im SPACNG FOR SPACI POSE SIZE CUSTRAINED FOOTER SPACI PoS SIZE CONSJRAYJED FCOTEA SPACC4G POST SIZE IJED FOOTER IPSFJ (F'r) SPACING FOR SPAC9JG POST SIZE CONSiRANED FOOTER $PACI POST SQE CONSTRANED FOOTER SPAC POST SIZE CONSTRAPJEO POOicR
ON SLAB SLAB (FIJ TYPE "C 'C 'C 'C I~ TYPE 'd' V 1T 'C (FJI TYPE "C 'C N 'C CN SUB SLAB (FTI TPE 'C 'N' "d 'd iFll TYPE 'C 'C 'C 'C (Fr) ttPE 'C V YT 'C
IFt) pn; Im1 (in) fuel bn) Pnl BM 11N flnl (M) IMl finl IFTI Cml (nl Im1 INt On) (Ini Gil fn( fm) iml Onl lint
4.5 E'-4' A 15'•17 C ~ 2i 28 30 12-17 C 2/ 2E Z7 28 10-T C 23 24 26 27
5 5'-9' A t5'-a' D Z7 27 26 19 IZ-7 C 25 25 27 28 1Dd C 13 1a 25 26
5.5 5'-? A 14'-1" D 27 21 28 ~9 11'd C 25 25 26 27 9•T C 24 24 25 M
6 e'-P' A 13'-9' D 27 21 27 ~ 17$ C 25 25 26 21 S•8' C 23 23 2< 28
6.5 <'.5' A, !74' D 28 29 28 2E 17.1' C 25 25 25 26 8'-3' C 24 2a 2a 25
7 4'•1' A. 12'•7' D ~ 28 28 2fl 9.9' C 26 Z6 26 26 Ta 1' C 24 2a 24 25
7.5 3'•17 A 11'•77 D 28 2fl 26 28 9-5' C 2E 26 28 28 T$ C 24 21 24 25
8 3'-T A 71'•fi` D 28 28 2B 28 6'-1' 0 2E 28 26 26 r•5' C 24 24 24 25
P 3'-Z A 1D•77 0 29 29 29 2P B'•1' D 26 26 26 26 6'-11' C 25 ZS 25 25
10 7-17 A tOJ' E 29 29 29 29 7'•8' D 17 27 27 17 B'•Z C 25 '<5 25 23
11 7~T A g-3' E 30 30 30 30 7'•]' D 21 27 D 27 5'•17 C 25 25 25 25
12 7-P A 9'-4' E 30 30 30 30 Td D 27 27 ZT 27 5'•T ,. 26 28 Z6 25
73 7.2' A 8'$ E 30 30 30 30 6'-8' D 18 28 28 2B S'-/' C 26 26 18 26
to Z-0" A 8'-2' E 31 31 31 3t S~1" D 18 2A 1B 28 5'•1" D 28 26 2E 26
15 I'-11' A T-11" E 71 31 31 It 5'-17 D 28 28 28 26 e.T C 28 78 28 2b
703 MPH EXPOSURE C
30 4 6'-0' 1. 15~T D 23 15 27 28 17-8' C 72 N 25 27 10-4' C ?D ?3 ?/ 25
aS 5'-4" A 51'-T D 24 25 28 2? r'-7 C 22 Z3 25 28 P'43" C 21 23 2d 25
5 4'•17 A 17.8' 0 24 25 26 2? 10'-T C YL 23 ]4 26 8'-B' C 21 22 27 24
55 f•4' A 13'-/' D ZS 25 16 2T 10.1' C 22 23 2< 25 8'~~ C 21 22 23 2i
fi 4'-0' A 17•Y D 25 25 25 26 Y-8" C 23 23 24 25 raj C 27 21 Z3 2/
65 3'•8' A 11'•8' D 25 8 1i 28 Y•7 D 23 b 24 25 TS' C 22 22 22 Ti
7 3'•5' A 11'•T D I5 25 25 28 B-1T D 23 23 ]3 24 PJ' C 22 22 Z? ~
7.5 3'•T A t0.1P D 26 26 26 26 8'-7 D 23 b 73 2a 8-17' 22 22 22 23
B 3'-0' A 10-6' E 28 26 28 26 T•10' D 2? 23 i3 24 6-a• a 22 72 23
9 7.8' A 9'•11' E 28 26 26 28 T-5' D 2< 24 24 24 S•1P C 22 Z2 22 71
10 Z•5' A 9'•S E 27 27 2i 27 T-7 D 24 24 N 24 i•T C T ~ ZS 23
11 7-2' A Y$ E 27 27 27 27 6'~8' D 25 15 25 15 5-3' C Tom' Z] 23 Z3
12 7d A B-1' E 21 Z7 21 27 6'd 0 2E ?5 25 25 5'-0' D 23 23 23 Z5
73 I'a7 A 7-10' E 21 27 21 27 5'•P D Z9 25 25 25 4'-8' C .'"!. 23 23 23
+ 5d h 15-T D 25 17 28 29 17$ C Z3 ZS ZI 2B
IS 54' A 14'-3' 0 2S 28 28 2B 11'•Z C 27 ~ 2E 27
5 1'•17 A 1818' D 26 ifi 27 2P 10-T C 24~ 24 26 27
5.5 9'•4' A 17-4' D Z6 1fi 27 28 17.1' C Z4 24 2i 26
8 4'd A 17-T D 26 76 27 28 a•8" C 2+ 74 2i 26
6.5 3'-8' A 11'-8- D 27 ~ 21 ~2/ B'•3' D 25 2S 25 28
7 3'•5' A 11'•3' D 27 ]i 27 21 8'-1T D 25 25 IS ZB
1.5 7•Y A 10'77 D 27 27 27 27 , !~ D 25 ?5 ZS 8
8 3'-0' A 1D-8' E 28 ]A 28 28 T-17 D 2S 25 28 75
B 7-6' A 4-11' E 28 28 28 28 T-5' D 25 25 25 25
10 7.5' A 9'-5' E 29 29 29 29 T$ D 26 18 16 28
i 1 ?-2' A e'~s _ 29 1S 29 23 6$ D ZB 36 26 26
t2 Z$ A 8'-1' E 29 2P 29 19 Sd D 26 26 26 26
53 t'a7 A T-1 D' E ~ 29 29 7d 5-9' D 27 27 17 27
10~' C 72 24 25 2/
9'-8' C ~ N 25 29
8'•B' C ?1 23 N 25
8'-7' C 22 23 24 25
T-iP .. 23 23 N 25
r-6• c 2] z7 x 2s
TJ' ~ 23 23 23 2a
6-1 T' ,. 13 23 23 29
S•4' C 2'a 23 23 Z4
5'•11' C 24 24 24 24
s-r c ze z+ 2a z4
s•3' c z4 21 24 z/
sd D 25 25 zs 2s
4'$ c zs zs 3 zs
1. CHOOSE FREESTANDING OR ATTACHEC STRUCTURE B. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN
2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT UPGRADE THE POST IF i HE HEIGI~T IS NOT SUFFICIENT
3. DETERMINE WIND AND SNCW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4.
(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS 9. FIND THE 0!C SPACING OR p OF FASTENERS FOR ATTACHING
USE 20PSF MIN) TO WALL FROM TABLE 7.5
4. CHOOSE A PANEL FROM TABLES 1.1 T01.5 THAT HAS 10. 'JSE THE AP"rROPRIATE DETAILS
ADEQUATE CLEARSPAN FOR YOUP. NEEDS. FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN
5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 SLAB 7. DETERMINE MAXIMUM SLAB SDACING FROM TABLE 6.1
CALCU! ATE FROM TRIBUTARY DIAGRAM ON WEST02 PAGE 2 OF 8 SLAB 8. USE THE SMALLER OF THE SLAB SPACING OR HEADER FACING
6. CHOSE A HEADER FROM TABLE 6.1 THAT HAS SLAB 9. POST'A' MAY BE USED FOR ALL ATTACHED UNITS ON SLAB
ADEQUATE POST SPACING. SLAB 10. FOLLO'JU 9 AND 10 FROM ABOVE
7. USE THE APPROPP,IA i E FCOTER SIZE SHCVdN
l 7'd A 17$ D 21 23 Z4 ?6 Bd D 19 2Z 23 [a e~r ~ II cu c c,
4.5 2•B' A 1Cd E Z1 23 24 15 T•6" D 1B 21 22 23 Sd C 18 ]C 2! 22
5 7.5" A 9'$ E 11 22 24 25 T-I' D 1P 2t 22 23 5'$ C 18 10 27 22
5.5 7-? A B-T E 21 22 ~J 24 6'-9' D 7!I 21 22 Zf 5'~' C 18 ]0 21 22
fi 7d A B-3' E 22 22 13 Z4 64' D 20 20 21 22 i'-1' D 1B 19 ?0 21
6.5 1'47 A T•11' E 12 22 23 24 5'•17 D 20 20 21 22 4'~T C 18 19 20 21
7 1'-9" A T-7' E 22 22 22 24 S•T D 20 20 21 ZI +'~5" D 1B 19 20 21
7.5 1'•T A 7-4' E 22 22 72 23 5'-i' fi 2D 20 21 22 +'•T D 19 t9 19 20
B 1'$ A 7-I' E 23 23 27 23 5'-? D 20 20 20 21 4'{1' D 19 19 19 20
9 14' A S-8' E 23 27 27 23 a'~T D 20 20 20 21 3'-9" D 19 '9 19 20
10 1'-7 A S-0' E 23 23 0 ?] 4'-4' E 21 21 21 21 3'~8' D 19 `S 19 27
11 1'-1' A 5'-8' E Si ~ 23 23 1'-I' E 21 21 21 ]1 3~3" D 37 20 20 2t
G MDH EXPOSU RE
'
+ 7d A 11'-T 23 25 26 ]7 d'-0' D 20 23 N 25 6'8 C 19 ]1 27 21
Li Z$ A 1D-11` E ZS 24 15 2T T-6' D 20 II 24 /5 d'-G' C 19 ?' 22 Z3
5 2-S A 10.5' E 23 24 26 ]7 rd" D 21 22 ?7 2a 5'-8' C 79 1t ~ 23
5.5 7-? A 9'•11' _ 24 24 25 Z6 0`~9" C 21 22 Tv 2' S'~4" C 19 It 22 .>
6 Zd A 9-0' E 24 24 3 ]8 6'~I" D 21 21 22 S'-1' 0 20 iY' 21 T
6.5 1'•10- A 6.6' E 24 2a 24 25 5'-17 D 21 21 ?? n 4'-T C 2J iG 21 22
J 1'-9' A E-4' E 24 24 24 25 5'~T D 21 21 22 9 4'~ ]0 21 22
7.5 1'-T
., ,» A BA'
...
- 25
,~ 25
,~ 8
,e 25
,c 5'•5'
cr D
n Z2
r ~
» ??
n 13
n
+mi'', ~ii
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-~' - ro 20
2C 21
21
7 4S
1' S' S
S.5' SS
B 6
B.5' B.S
T T
1.5 75' 8' B.5' Y YS IY IV.~ 11
e' 6.5 9' fi5' 10' 10.5' 11' 115'
_~
,~ .~ „~
? 5.5
]' 6' S
69 6S'
T J
7.5' 7.5'
B 6
8S eS
G' 9'
9S &5'
!0 17
105 10S
11' n'
11S 11.5'
12 17
12.5
% - "y~'` ~ V
7
1~
~ \~
f B.S
S' T T
7.S 7.9
6 !Y
6.5' 8.5'
9 B
9.S B5'
10 10
10.5' IDS
11' 11'
11S 11.5
IJ 11'
123 12S'
1T 73
13.5' `,
-
~j
'''~
~ 15'{iil~,Al_\~
6 15' B' BS' 9' 8.5' t0 105' 11' 1 t S 17 17.5 1 ]' 73.5' 14'
v
T 8'
8' BS BS
6 9'
9.5 9.5'
17 S0
105 10.5'
11' 11'
11.5' 11.5'
17 I?
11.5' 125'
17 13'
13.5' 13.5
U' 51'
'f5' 14 S'
15'
- - I
g 9' BS 10 105' 11' 115 12 RS' 17 13.9 11' 1A5
' 15
' ISS' EXPR~S ~2~L5 _-
10 9S tO 105' 11' 11S IZ 12.5' 13' 13S 1f 14.5' IS 75.5 t6
TABLE 6.4 Pori Requirements for
Freestanding Structures
Fos! GescnDSon Maz POST
Heigirt
0.043" Stee; Cloverleaf 8 E
O t25'k4"x4" Square Alum 1? F
0 tE2"x4"x4" Seel Pcsl 15' G
Q18&"xS'xj" Steel PDSf 1g H
227 South Town East Blvd
Mesquke,TX 75149
(972) 2653811
F(972) 8823816
Putnam Engineering
3441 Ivylink Place
Lynchburg, VA 24503
(4341384.2514
ca rl puma m(riladelph ia. net
Page 20 of 2T
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(PSFi (Fii SPACING FOR BPACING POST SIZE CONSTRAPED FOOTE
Rt SLAB S1fP IFT TYPE 'G "d I 7 I 'd
< t-7' A 20'•6' 0 P .2 34 38
<.5 0`-/• A 32'•8" E 24 32 34 35
5 i~g A 20'•8" E 2P 31 17 34
55 5'•2' A 1$-7$ E 30 31 33 34
6 4'•g A 19'$ E 30 70 32 3a
6.5 ~'-5" A 18'-7 E 31 31 37 33
7 6'-1" A Il'-T E 31 71 32 33
7.5 3-17 A f T-0" E .. 72 72 33
B 3'-T A 15'•T E 31 71 31 32
9 3'•T A 14'-fi E 17 32 32 32
10 2.17 A 13-11' E 33 73 33 11
Ii 2'-r A U'-7" E 33 33 33 33
12 2'~4' A .7$ E 37 33 33 33
I3 2'~T A II'$ E 73 73 33 33
1a r.0^ A I t'-1" E 34 34 34 St
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5 Pd D' h f 9'-P E 77 28 71 32
5.5 4L" A 18'-7 E 27 2$ ?O ]2
6 4'd" A 11'•5' 2E 28 ]D 71
65 3'$ A 1S-I1" E 28 26 2B ]I
7 3'-5 A IS'•4' E 7F IB 29 70
).5 3'•7 A u'-9' E ZB 28 i9 30
B 3'{T A 1t-]' E 29 29 7Q 39
T•B' A 73'S E 29 ZB 29 29
f0 7-S A 174' E ~ ~ 29 29
1! Y-7 A .7'$ E 3G 30 30 70
12 2'-0' A 11'y7' E 70 30 30 30
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5 4'•10' A tg-7" ~~ E 29 30 32 74
5.5 t•a• A tS-2 E 28 30 >? 33
8 t'-0' q- IT-5' E 30 30 72 3]
6.5 T•8' A 1a•I.' E ~ 29 31 32
T 7~5' A :5~' E S! 30 71 77
7.5 7'~2 A '/'-g E 33 30 70 ]7
9 7•B' A 13'-5' E ]t 31 37 37
70 7.5' A '7•T E 31 31 37 71
11 7-7 A 7T$ E ~ 32 32 77
i2 7-0' A 71'fi, E ?2 32 32 37
13 I'-tg R 7C$ f Ja 32 ]2 32
MN FOOTER b~ I 1DL i 17 POST MIN FOOTE
POST SIZE CONSTRANED FOOTER SPACING FOSi SIZE
TYPE 'd 7 I 'd I 7 (Ft) TYPF 'd
16-i' D 2b ~ 72 33 13'-11' C 24 26 30 37
IB-7 D 25 Za 31 37 174P C 24 26 ~ 37
15-3' D 21 ?a ]D 22 17-0' C 25 27 29 30
14'3' D 2T ~ 3D 31 11'•2' C 25 27 2B 'A
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T-9' C 23 23 25 28
T•4' C 27 23 24 25
T 7 D 23 22 24 15
B-S D 21 24 N i5
5'•17" D 24 24 24 N
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Steel 70"z3.~' C Beam (!=G . '~) Steel t 0`zsa" C Beam (:=D O i°") SteH 10'ka 5" C Beam (t-0.060")
TABLE 6.6 Attained Freestaming or Ahaohw"' Freestanding Dr Attached Freestanaing or
Structure Muhlspan Unds Stnx;fure MultisDan Units Struchxe Muttiso3n Untts
LNE TRB M0.% POST MAX lAdX POST',EWTM MAX MAX POSE lc3G'Ri N4X MAX POSE LENGTH
LOAD K7DTH POD REOD POST MN OOiE 8' I IC I 17 POST 40N 6' I 1C I t? P0E7 MN OOT B' I 10' I 17
(PSF; IF7) SPACNG FOR SPACNG POST 512E CONSIWIMF_D FOOTER SPAC POST SQE CONSiRANW FOOTER ~ POST SIiE CONBi RAINED F03T~t
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ff11 Onl rm) fm1 CN inl (Ini !nl (~ni nm Irv lhl (ml
100 MPH EXPOSURE C
W / 7 7 A I4'-S E 23 T. 29 30 10'4T D 7J ?5 26 27 1'$ C 1B b 24 2fi
4.5 7-0' A 13'•T E 2] 27 2B 3G 9-3' D 70 N 26 27 T-T D 19 ~ 71 25
5 7.5' A 12•t0' E 2/ 26 28 79 B'-0' "c 21 24 25 76 6'-T D 19 :'Z 2/ 25
5.5 7.7 A It'$ E 21 26 27 28 B'-I' E 71 2{ 25 2fi 5-C' D 19 22 23 24
6 7-0' A 11'•1" E 21 8 D 28 T-6' E 21 D 24 26 6~7" D 18 71 23 2t
6.5 I'-1C' A 1g$ f 2/ 25 D 28 T-3' E 21 73 2t 25 5'•T D 19 21 22 b
, t'-g A 10'-7 F 21 25 25 2A 6'-1P E 21 73 2t 25 t•10' D 19 21 22 23
75 S•T A 9'-1Q' f 25 25 26 27 6$ E i? 72 N 25 4'~T' D 1B 10 72 27
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9 7'-4' A B3' F 25 75 e5 26 5-B' E 22 72 73 24 4'~1" D Z7 20 21 22
10 "-T A B-0' F 25 25 25 2E 5-7 E 22 22 22 3'•A" D 20 20 N1 21
45 2-B' A 14'•11' E ?6 20 30 72 $-3' D ?2 25 27 ?B i'S' C 2D 7< 25 26
S 2-5' A I4'-1' F 28 28 30 77 8'-8' E 22 25 28 7E 3'~T D al 2-9 25 26
5.5 7-T A 17.5 F 28 Z8 30 77 B-7' E 2! 75 is 27 6'4T 24 5
6 s'-0' A 17-t0' F 27 2B 20 37 T-8' E 22 2< ?e 27 5'-T fi 2/ 25
65 I'~1C' A 71'$ F 27 27 29 30 T'a' E D 23 25 27 ~S]: ~' a22 3 24
7 t'-0' A tf-3' F 27 27 28 30 5-10' E 23 21 i :5 -I~ \ .. ~ 24
75 1'-T A 1$•Ig F 27 27 28 20 B-g E 73 73 25 :5~ t~~ l _. 2a
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C •S 5' SS' B' 8.5 T 7.5' B BS 9 9.5' Ig 70.5 11' ~ ;JCh11 l ~
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1' S $S' B 6.5' T ]5' B 0.5' 8' B.S 1D' 10S 19 H,5' i).
: 4;CIt•
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7 5.5' B BS T 7.5 6' fly' $ 9S 1C 105 1T 11.5 17 ~
~ l ~\II t
~ nl 1`
3 B es• T 75' 8' 6.5 $ 9.S 10 !0.5 11' 11 S' f7 725' '
t 8.5' 7 7S' B' B.S 9' 9.5' tC t0.5' 11' 11S t7 725 1T
S 7 7.5 B' 8.5' g 9.5' tC ID,S 11' 11.5 17 12.5' 13' 17.5'
B i.fi B B5 B' $5 1C 70S' 71' 71.5' 12 12S 17 t35 il' rC ~:~-LS-
N'-b' D 25 ~ 30 32 11'-5" C 27 I7 28 30
73.7 D 26 28 30 31 10'-7" C 21 28 26 29
13fi D 26 ~ ~ 31 $•?0' C 2/ 2A T 29
12-5' D 26 D 29 3D $-3' C 2/ 25 2T 28
11'-1P D 27 27 ~ 30 B•8' C 21 25 I7 26
1D-g D ?6 25 28 ~ B•7 C N ZS 26 Z7
10.3' D 27 D 28 29 T-g C 2/ Z1 26 27
$•Ig D 1i D D 29 T~' C 21 24 35 2)
g~T D 17 D D 28 T-0' D 25 25 25 28
b'$ E 2B 78 ZB 28 BS' D 25 25 25 28
S-0' F 28 2B 28 26 5'-11' D 25 25 25 25
T$ E 28 25 2B ?8 S$ D 25 25 25 25
1'4` E 2d 2B 2a 28 5-1' D 25 25 25 25
5•g E 29 2a Za 29 4'-9' D 28 26 26 26
T 8 fly' $ B.S 10 10.5' 11' 11S 12 12.5 13' 735 I<' td 5' EK~IP.w
B 8.5' B Bi' iC 105 11' tLfi 77 12.5' 13 13S 11' 14.5 15' -
$ $ 4.5' iC !0.5' 11' 115' 77 12.5 13' 13.5 I/' 74S 15 15.5'
t0' 9.5' tC 10.5' 1T s1.5' t2 12.5 17 13.5' 1{' 14S 75 15.5 -16
1. CHOOSE FREESTANDI!JG OR ATTACHED STRUCTURE 8. FOR SINGL` SPAN ATTACHED UNIT USE THE POST SHOWN
2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT UPGRADE THE POST IF THE HEIGHT IS NO i SUFFICIENT
3. DETERMINE WIND AND SNOW LOAD OF STRUCTURE SITE FR~STANDING AND MUITISPAN UNITS USE TABLE 6,9
(PATIO UNI T S USE 10 PSF MIN, COMMERCIAL UNITS 9. FIND 7HE 0/C SPACING OR # OF FASTENERS FOR ATTACHING
USE 20PSF MIN) TO WA1 FROM TABLE 7.5
4. CH005= A PANEL FROM TABLES 1.1 T01.5 "HA T HAS 10. USE THE APPROPRIATE DETAILS
ADEOUATE CLEARSPPN FOR YOUR IJEEDS. FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN
5. -0ETERMINE TRIBUTARY WICTH FROM TABLE 6.6 SLAB 7. DETERMWE MAXIMUM SLAB SPACING FROM TABLE 6.6
CALCULATE FROM TRIBUTARY DIAGRAM CN WE5T02 PAGE 2 DF 8 SLAB 8. USE THE SMALLER OF THE SLAB SPACING OR HEADER SPACING
6. CHOOSE A HEADER FROM TABLE 6.6 THAT HAS SLAB 9. POST'A' MAY BE USED FOR ALL ATTACHED UNITS ON SLAB
ADEQUATE POST SPACING. SLAB 10. FOLLOW 9 AND 10 FROM ABOVE
7. USE THE APPROPRLPTE FOOTER SIZE SHOWN.
TABLE 6.9 Post Requirements for
Freestanding Structures
Post Descnpbon Maz POST
HPight
0.043' Steel Ck7~eneai 8' E
0.' 25'z4'k4" SquarE Alum 12' F
0.88"z4"z4" Steel Pest 15' G
0.188'x5'kr" Steel Post 18' H
is~.om ~ ~ ~ ~ M V ~.
~UIL~IhJG PRODUCTv~
227 South Town East Blvd
Mesquite, T% 75149
(972) 265.8811
F(972) 882.8818
Putnam Engineering
3441 Ivylink Place
Lynch6urg,VA 24503
(4341384-2514
carlDUtn a m(~ad elDhia.net
Page 22 of 27
METALS USA: ENGINEERING FOR ALUMINUM PATIO COVERS, CARPORTS AND COMMERCIAL STRUCTURES
PAGES DRAWING SECTION DESCRIPTION
1 PAGE WEST01.DWG STRUCTURAL CONFIGURATIONS
1 PAGE WEST02.DWG GENERAL NOTES
5 PAGES WEST03.DWG
WEST04.DWG
WEST05.DWG
WEST06.DWG
WEST07.DWG
1 PAGE
1 PAGE
COMPONENTSICONNECTION DETAILS
~~ ., ti . r~.~, • `, , ' ~
r ~ ~ ~.
~~+1~ Jet ~~ S
1.0 PANEL SPANS FOR PATIO AND COMMERCIAL STRUCTURES IN NORMAL AND HIGH WIND AREAS
2.0 CONCRETE FOOTING OPTIONS
aLL W~AT~~~ colusrRUCTION
CANT, LIC. ALt.1NEC1953BR
~.o. pox ~s
YEI.M, WA X97
C~ (/ Grh ~c~
NORMAL WIND AREAS
4 PAGES 3.0 POST SPACINGS FOR SOLID PANEL PATIO AIVD COMMERCIAL COVERS IN NORMAL WIND AREAS USING ALUMINUM HEADEP,S
8 PAGES 4.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN NORMP,L WIND AREAS USING STEEL HEADERS
HIGH WIND AREAS
4 PAGES 5.0 POST SPACINGS FOR SOLID PANEL PATIO AND COMMERCIAL COVERS IN HIGH WIND AREAS USING ALUMINUM HEADERS
8 PAGES 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN HIGH WIND AREAS USING STEEL HEADERS
_ 1 PAGE
7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES
September 2, 2005
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6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING ALUMINUM HEADERS IN HIGH WIND AREAS
Steel 1' C Beam (N0.1G5) Steel i2" C Beam It=OA75"1 Steel 12' C m (r-D GC-0")
- TABLE 6.11 AltaLneD Freestanding or Attached Freestanding or Attached reestanding Dr
Structure Multispan Unns Stucture Muttispan Units Structure Muttispan Untts
LNE TRIR MAx POST MAx MAX PEST LENGTH 8KC MAX POST LENGTH MAx MAX POST LENGTH
LOAD tA'IDTH POST REO'D FGST MW FOOTER 8 I 1C I 17 POSr MIN FOOTER 8' I 1C I 17 PO57 A9N FOOTER 8 I 1D' I 12
IPSF1 (FTj SPAC9JG FOR SP POST 8LE CONSTRAWED FOOTER SPAGNG POST SG:E C0115TPAINED FOOTER SPAGNG PQS• SQE CONSTRAINED FOOTER
ON SLAB SLAB (FTt TYPE "C 'd 'd' 'd' (Fq TYPE 'S 'd' 'd' 'd' IfTI TYPE 'd 'd' 'C 7
jF~1 pm fn) (In) Tin) IM) CSI (m) (n) Im) Ohl Iml Lml
710 MPH EXPOSURE C
25 4 T-?" A 25'-0' D 29 31 78 37 18'fi' D 26 31 73 35 77-10' C 2a ?9 31 32
4.5 5-"" A i7-5' E 29 33 75 36 1T.}• D 27 31 33 3a 17.8' C 24 28 30 32
5 5'-9' A It'd' E 30 32 34 36 t8.7 D 27 70 32 ?~ 17.4' .. ZS 78 30 31'
5.5 5'-7 A 2G-Y E 30 32 3< » 1a'.6' G P ri 3t 33 11'$ C 25 28 ~ 31
6 4'•Y A 19-5' E Jt 32 33 35 tY-9' 0 27 29 3t 72 ICd' C 25 D I9 30
8.5 4'-S A 18-T - 31 3t 37 35 73'd D 7B 29 30 32 10'-0' C 15 27 20 30
7 i'-1' A 1T-it' E 31 31 33 34 17.5' D 28 % 30 31 9.5' C 25 % 28 79
7.5 3'-10' A 18-5 E 31 3t 32 34 tt'4C D 20 2B 30 3t 8'40" C % 26 28 2B
B T•T A 15'-f t' E 32 32 32 33 11'a' G 78 28 29 37 B'-a' L % % 77 28
9 3'-T A 1a'-t t' E 32 32 32 33 1C-6- D 29 ri 29 b t41" D % % 17 2e
t0 7.10' A 14••i" E 33 33 33 J7 9-8' D 24 i9 29 29 T-]' D 28 2e % 2i
it T-T A 13'-5" E ri 33 33 J3 9'-1' D 29 % 29 29 6-8' 0 26 % % 17 '
t2 Y-i' A 17.7 E ri 33 33 73 8-6' E 29 28 29 Z9 6-t' D 28 % % %
l7 ?~7 A 11'.E' E a~ 33 33 33 8-0' E 3d % 30 70 5'-8' D 16 % % %
.4 TQ' A tt'-T E 34 31 34 34 TS E 30 70 30 30 ^-T 0 21 D 7T 2~
3D 4 B''-C' A 2T.9' E 26 71 33 >< 18-8' C 7a ld of a ~<•. ~ .. ~ •• -.
a,5 54" A 20'•1 E 27 31 72 3a IS'-e• D 24 23 30 72 II'-8" C 22 ZT 18 29
5 4'-10' A 14'-B' E 27 30 32 73 !740' D 24 28 e9 37 10'•8' C .I 28 2b 20
5.5 4'~' A 18'-T E % 30 3Z a3 13'-0" D 24 27 % D] 9'-71' C 21 % 2i 28
6 4'-0' A 1T-P' E 26 30 31 33 12'-3' 0 25 21 % 30 9-3' C 22 Ti 27 28
8.5 3'-8" A IS'-7 E 78 ?9 30 71 71'-T D 25 21 % 24 8-T C 23 75 18 27
7 3'-5" A 15'-T E I8 23 30 32 i1'-" D 2i 28 % 2B 8.1' C 21 24 26 Zi
7.5 3'-7' A 15'4' E 28 28 30 71 19.6" D Z5 % i7 79 84' D 71 24 % 27
B 3'4' A 14'•e' E 2B 29 30 31 10'~t' C ZS % 9 28 7-T D ri r 25 16
9 Y-8" A il'-T E 79 29 29 71 S-3' D 26 2b 17 28 8•iP 0 23 13 25 28
t0 7-S A 12'•7 E i0 29 ~ 30 8$ E 28 % % 27 8-7 D 23 23 to Z5
11 7.7 A It'•T E 30 30 30 JO T•I'' E 26 26 % 27 5'd' D 2] 23 ^_7 25
12 7-P A 11'-t" F 30 30 30 30 7'.' E 26 % % i6 .. ~_` C 14 24 24 24
t] 1'-1C A IC~T F 30 30 30 7C 6'.14',• E 26 ZS 26 2E 5.1` C 24 24 24 Z4
4.5 5'd' A 2C4 E 2B 32 34 36 15' 6' 0
5 4'-iC A 19'-0" . 79 32 34 75 1T4C D
5,5 4'-4' A te'•T E 79 31 33 75 13'-0' D
6 4'4' A 1T-9' E 30 31 33 N 17-3' D
8.5 7-8' A 16'•7 E 7D 3D 32 37 tt'-T 0
7 T-5' A 13'-T E lCi 30 32 57 71'-1' D
7.5 3'-7 A 15'-P E 30 30 31 33 , 10-8 D
B 3'-0' A 14'$ E 31 3i 31 33 1C•1' D
9 Y-8' A 13'v E 37 31 31 32 4'-7 0
70 Y3' A iri7 E 3t 3t 31 ll 8'43' E
it 7-Y A 11'~T E 72 32 32 72 Td 1' E
12 7-0' A t1'-t' F 32 32 32 32 T8' E
t3 1'40' A tC-T F 72 32 32 32 84I' E
., aA• A tn'-r F 3] 33 33 33 8-8' E
1. CHOOSE FHtES IANUlivli urt x l 174t:ntu a l nw i ur«
2. CHOOSE PROJECTION, WIDTH AND OVERHANG Or" UNIT
3. DETERMINE WIND ANC SNOW LOAD OF STRUCTURE SITE
(PATIO UNITS USE 1D PSF MIN, COMMERCIAL UNITS
USE 20PSF MIN)
4. CHOOSE A PANEL FROM TABLE51.1 101.5 THAT HAS
ADEOUA T E CLEARSPAN FOR YOUR NEEDS.
5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.12
CALCULATE FROM TRIBUTARY DIAGRAM ON WEST02 PAGE 2 OF B
6. CHOOSE A HEADER FROM TABLE 6.11 THAT HAS
ADEQUATE POS i SPACING.
7, USE THE APPROPRIATE FOOTER SIZE SHO'Wt'1
Steel 12" C eam (t=0.10 ") Steel t?" C BEam (t=0.075')
TABLE 6.11 Attached reesianding or Attached Freestanding or
Structure MuBispan Unfls Sir•.ldure Muftispan Unns
rRIB MAx POST BUX A1Ax POST LENGTH MAX MAX POST LENGTH
77TH POST R"e0'D POST MW W 8' I 1C I 17 POST MW OOTE 8 I t7 11?
(T. SPACWG FOR SPACING POST SIZE CCNSTRAFiED F0."Tr7t SPAG POST SIZE CCNSTHPINED FOO7ER
ON SLAG SUB IFrt TYPE 'd' 7 7 'C IFT) TYPE 'd' 'd' "C 'd'
IFT1 1~1 (mt (n) Gn) lint On) Iln( (nt
10 MPH EXPOSURE C
4 7'4' A 74'-8' E 23 78 70 31 10'-3' D 20 25 Z7 %
4,5 2•D' A 17.7 E 23 18 24 31 9.5' C 21 25 27 28
5 7-5' P. 17-0' E 2a 27 29 30 8'43' E 21 25 % 27
55 7-7 A tt'-0' E 2A 27 28 79 8',T E I1 24 26 2l
6 2-0' A tt'-7 F N % 28 ZB TS E 2t 24 ZB %
6S I'•10' A 1C-B' F 24 % 28 ~ T-t' _ b 2t 25 %
7 f-3' A tC•7' F 2a ZB 17 % 8-8' E 21 23 24 %
75 1'-T A 9.10' f % 26 21 ffi 8'-7 E 2t 2J 24 ei
8 1'-6' A 94' F % IS 28 % 5•t t' E 21 2) 21 %
4 1'J' A E'-S F 25 25 26 Zl 6'-B' "c 27 22 21 25
10 1'-7 R T•11' F % 25 26 27 5'-7 E 22 L^ 23 24
11 1'-1' P. T3" F % Z6 26 % 4'-9' E Z1 22 23 24
10 MFH ElCP09.R2E C
4 7-0' A 18'-t' E 25 30 31 33 1D-7' 0 22 27 29 30
i5 7-B' A 15'8' F % 30 31 33 9.5' D 22 26 i0 29
5 ?-5' A t4-1' F % 28 37 32 8'-8' E 22 26 27 %
SS 2-7 A 17-T F % 29 31 72 8'~1' E 21 25 ~ D 2B
6 Z4' A 77-0' r 77 19 70 ~ 7'4T E Z7 25 % %
65 I'q0' A 7170' F 27 18 ]0 31 T-t" ~ ri 25 28 D
7 t'-9 A 71'1• F 27 2E 19 31 6'S E 21 24 26 27
75 1'-T A IO'~11' f 27 27 29 3] 6'-3' E IS U 25 %
8 t'S A 1D-b' F 18 28 24 30 S-1J' E ri 21 25 %
TABLE E.12 TRIBUTARY WIDTHS FOR SMGLE BPAN ATTACiffD STRUCTURES
0.5' S'
1' S'
1.5' 5
z B
3' B
4' T
2fi 30 ]i 33 11'•e" C N 28 30 3t
28 29 37 32 1C-9' C I4 i7 7B 30
28 23 30 32 9-it' C I4 Z7 28 30
26 % 30 71 CJ' C N % 78 28
27 % 25 31 8'-T C 2< % Z7 25
27 >e ~ 3o e'-r c n zs v zB
n v n 3D B'4' D zs 2s 2r ze
27 21 28 30 7-T D 25 % % ZB
I7 Z/ 28 29 5•iC D % 25 % Z7
28 26 2B 29 5-7 D % 25 % %
78 ?8 2b 28 5'•8 0 25 25 % %
28 2B 2B 28 5-8' D 25 2S 2s %
28 2B 28 28 S-t' D 25 25 25 %
2s 2e 2B ze 4•-9' D 2s zs % s
8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHUJJN
UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT
FREESTANDING AND MULT(SPAN UNITS USE TABLE 6.14,
9. FIND THE O1C SPACING OR # OF FAST'cNERS FOP. ATTACHING
TO WALL FROM TABLE 7.5
10. USE THE APPROPRIATE DETAILS
FOR PATIO SLABS FOLLOW 1.6 FROM ABOVE THEN
SLAB 7. DETERMINE MAXIMUM SLAB SPACING FROM TABLE 6.11
SLAB 8. USE THE SMALLER OF THE SLAB SPACING OR HEADER SPACING
SLAB 9. POST'A' MAY BE USED FOR ALL ATTACHED UNITS CtJ SLAB
SLAB 10. FOLLOW 9 AND 10 FROM ABOVE
s r
8 8
T 8
TABLE 6.14 Post Requirements for
Freestanding Structures
Post Description Max POST
Height
0-043' Stee! Cloverleaf 6' ~
0,125'k4"z4" Square Alum 12' F
0.188"x4"x4" Steel Post 15' G
0188"xS'xS' Stee: Post 18' H
SteN 12" C Beam (~ O C60' )
Attached Fleestandingor
Structure Multispao Unds
MAx MAxcosrLrwGrH
POSr MW W b' I 1C I 72
SPAG POST SIZE CONSTRAINED f00iER
(FT) TYPE 'd 'C "d' 7
On) !In) fhl (nl
7•.9' p 18 24 25 17
8-11' 0 19 23 25 %
5.4' D 19 23 24 25
5'.g p 79 22 24 25
5'•T G 19 22 23 25
5'•7 d 19 22 23 1<
4'-1C D 19 21 ri 14
4'2' D 19 21 ~ b
4'-3" D 19 21 22 23
e4T D 19 7D ri 13
Tfi 0 19 20 1t 12
7'~7 D 20 2G 21 22
7'~P D 20 25 27 28
B-i t' G N % % 27
B'S D 20 N 75 27
5'~9' D 2D ri 'S %
5'-T D 2) 23 25 %
5'-7 C 20 23 74 25
4'-10' 0 b is 2a 25
4.43' D 20 73 24
4•.r 0 14
1,11)' U '`• r
G , .~;
11' 11'
'
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11' 17
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1S
1
SIRES 02.25-
IJI L DING PRODUCTS
227 So1Rfi Town East Blvd
Mesquite, TX 75149
)912) T85~811
F~972) 882.8818
Putnam Engineering
3441 Ivylink Place
Lynchburg,YA 24503
(4341384-2514
ca rl putnaml®adel phia.net
Page 24 at 2T
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5.0 POST SPACINGS FOR PATIO AND COhQAERCIAL COVERS USING ALUMINUM HEADERS IN HIGH WIND AREAS
- Double Steel 1Tx2.5" C Beare (t--0.1 D5') Double Steel 10°x3.5" C Beare (t=G 105") Double eel 67.2.5" C tam (I=0-105")
TABL 6.16 Attached leestarxling or AttachEb rreestanding or Attached Rees>andxlg w
Strudure Muttispan Units Structure Mukispan UnBs StructurE MuhisDan Units
M4X P057 LEiX:~li MA1( MAX POST :ENGTFI MAX MAX P'.x.T EENGTH
LM TFilB MAX POST MAX
LOAD lAAD1H POST REO'D POSE MN F00TE0. 8' I 17 I 1T PST MIH FOOTER E I 15 I 12 POST MIN FOOTER 8' I tg 12
(PSF) IR', SPACNG TOR SRAC ROS 5~L= CONS'RAI'F-~'FODTER SPACNG POSr S2~ C7M1'a'-fPNNED FOOTER SPAGNG POS' SIZE COtSFRNr~D ^UOTER
ON S'.Aa SLAG (FF, '~"'' E 'C 'd Y x (FT) TYPE 'd 'd 'd 'd IEO TYPE 'd 'd 'd 'd
iFTI hI Imi Cr+l Gnl CSI MI Bo) lMl fm) !n) fm) (ml
1
25 10 NPH
a
4S
5
5.5
6
65
7
T5
b
g
10
11
12
13
14
15 FJ0'09=RE
T•2'
6J'
5'A'
5'-7
4'-5
4'-5'
a'•1'
3'-77
3'•T
3.7
7-17
Z-7'
7J'
74'
7.7
1'-i t• C
A
A
A
A
A
A
A
A
A
R
A
A
A
A
A
A
34'-T
33'-5'
37.4'
30'-0'
28'•11'
27'•4'
20-8'
25.8'
24'•17
23'-3'
21'-11'
27•B'
iff~9'
18'-t7
15.7
iT-3'
E
E
F
f
F
F
F
F
F
f
F
F
F
F
F
F
32
37
34
34
35
35
38
36
37
31
38
38
3A
3B
40
40
37
%
3B
]5
35
35
36
36
S7
37
38
38
79
39
b
40
39
38
38
77
J7
3i
36
36
37
9
J8
>8
39
39
40
b
40
4C
a
]B
14
38
3d
38
37
77
]8
JB
39
~
b
d0
35-}•
32.5'
31'-5'
2Bfi
28'-3'
<'T$
i8-5'
25•Y
24'-0'
23'-3'
12'-0'
20•ti'
15-11'
15-1'
tA'-!'
iT-T
E
E
E
F
F
F
F
F
F
f
F
F
f
f
F
F
]3
73
N
34
35
35
:w
36
37
77
38
38
39
39
b
b
36
33
33
3i
75
35
38
36
37
77
78
38
3B
~
w
40
3°
3T
38
36
38
35
3S
38
37
J7
3B
38
39
~
40
40
39
3e
36
37
37
37
37
7fi
37
31
38
38
39
3A
b
40
23'-17
23'-0'
22.3'
Xr•6'
19'•11'
15-5'
78'-7'
1T-B'
iT•4'
15'•10'
15'J'
14'•T
13'•8'
15-:
17-8'
17-2"
D
E
E
E
E
E
E
E
E
E
E
F
F
f
f
F
A
29
30
3D
31
32
7!
32
32
33
34
3a
34
35
35
~
JO
29
30
70
31
32
72
32
71
37
3,
7r
- K
75
75
~
31
31
31
SD
71
32
32
32
32
33
34
N
34
35
35
~
33 1
32
31
32
31
31
31
32
32
33
3d
34
74
35
35
~
100 MPH EXPOSURE C
S
37
22'•7'
E
28
28
19
71
30 a
4.5
5.5
6
ES
T
7.5
B
9
ID
11
13 E'~7
5'-4'
a'-17
4'J'
4'-0"
3'~B'
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GtMhK1AL ma I rtu~ I tww r..,. ,,,~~~ "•----
1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE
2 CHOOSE PftOJECTICN, WIDTH AND OVERHANG OF UNIT
3. DETER MINE WIND AND SNOW LOAD OF STRUCTURE SITE
(PATIO UNITS USE 1D PSF MIN. COMMERCIA! UNITS
USE 20PSF MIN)
4. CHOOSE A PANEL FROM TABLES 1.1 T01.5 THAT HAS
ADEQUATE CLEARSPAN FOR YOUR NEE0.S.
5. DE'i~P.MINETRIBUTARYWIDTHFROMTABLE6.17
CALCULATE FROM i RIBUTARY DIAGRAIJ ON WE5T02 PAGE 2 OF 8
6. CH00.SE A HEADER FROM TABLE 6.16 iHA. i HAS
ADEQUATE POST SPACING-
7. USE THE APPROPRIATE FOOTER SIZE SHOJJN.
8. FOR SINGLE SPAN ATTACHED UNR USt I rt rw I srA7vvrv
UPGRADE THE POST IF i HE HEIGHT IS NOT SUFFICIENT
FREESTANDING AND MULT(SPAN UNITS USE TABLE 6.19.
9. FIND THE OIC SPACING OR a OF FASTENERS FOR ATTACHING
TO WALL FROM TABLE 7.5
10. USE THE APPROPRIATE DETAILS
FOR PATIO SLABS FOLLOW 1E FROM ABOVE THEN
SLAB 7. DETERMINE MAXIMUM SLAB SPACING FROM TABLE 6.16
SLAB 8. USE THE SMALLER OF THE SLAB SPACING OR HEADER SPACING
SLAB 9. POST'A' MAYBE USED FOR ALL ATTACHED UNi i S CN SLAB
SLAB 10. FOL_OW 9 AND 10 FROM ABOVE
pouCle S(eeI bi2.5' C Bean (t=0.105")
AftaGhed Freeswndmg or
Strxture Mulispan Units
Max w.X Posr 1.9NG1F'
POST MIN OJ . 8' I 10 I 12
SPA POST SIZE C0N5TRAIFIED FOOTER
rfT) T7'PE 'd 'd 'd 'd
(m) (m) fml (~)
15.8' E 27 2: 27 26
15'-1• F N 25 27 28
17.11• F 14 ~ 26 27
13'-3' F 25 25 26 27
17-8' F 25 ZS 26 27
12'-2' F 25 25 25 26
1t'-B' F 26 26 - 26 26
11'-3' F 26 26 28 28
10'47 r 2B 26 26, 2fi
t0-Z' F 27 27 r 27
g-g• F 27 27 27 27
g-r 27 n n n
i5'-8' _ 25 21 28 3a
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13'41' c 26 % 27 IB
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12'-8" F I7 21 27 Z8
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11'E^ F 27 11 27 71
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10-t7 26 1B 28 28
^,71 P N
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7 1.
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7 ~ yt~~t ~
iLDlNG PRODUCTS
227 South Town East Blvd
Mesquite, TX 75149
(972) 285-8811
F(972) 882.8818
Putnam Engineering
3441 Irylink Place
Lynchburg, VA 245D3
4f 341384.2514
carlputnaml8)adelahia net
Page 26 of 27
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