HomeMy WebLinkAboutSUGARPINE ST 30065 CITY OF
LADE ? LSI1JO E BUILDING & SAFETY
DREAM EXTREME TM
130 South Main Street
PERMIT
PERMIT NO : 08 - 00001027 DATE : 7/25/08
JOB ADDRESS . 30065 SUGARPINE ST
DESCRIPTION OF WORK PATIO
OWNER CONTRACTOR
------------------------------ ------------------------------
HUERTA VIRGINIA ROLLINS CONSTRUCTION
30065 SUGARPINE ST 1232 MONTE VIST #1
LAKE ELSINORE CA 92530 UPLAND, CA 91786
909-946-5189
LIC EXP 0/00/ 0
A. P . # 387 -492 - 009 6 SQUARE FOOTAGE 0
OCCUPANCY GARAGE SQ FT 0
CONSTRUCTION FIRE SPRNKLR
VALUATION 2 , 240 ZONE R-1
BUILDING PERMIT--------- ---
----------------------------- ---------------- ---
B
QTY UNIT CHG ITEM CHARGE
BASE FEE 63 . 00
1 . 00 X 12 . 5000 VALUATION 12 . 50
--------------------------------------------------- -- --------
ELECTRICAL PERMIT
QTY UNIT CHG ITEM CHARGE
BASE FEE 30 . 00
6 . 00 X 1 . 0000 LIGHTING FIXTURES/1ST 20 6 . 00
1 . 00 X 5 . 0000 PROFESSIONAL DEV FEE 5 . 00
------ -------------------------------------------------------------
FEE SUMMARY CHARGES PAID DUE
PERMIT FEES
------------------------
BUILDING PERMIT 75 . 50 . 00 75 . 50
ELECTRICAL PERMIT 41 . 00 . 00 41 . 00
OTHER FEES _____ __
BUILDING DEVELOPER FEE 5 . 00 . 00 5 . 00
PLANNING REVIEW FEE 15 . 10 . 00 15 . 10
PLAN RETENTION FEE 13 . 20 . 00 13 . 20
SEISMIC GROUP R . 50 . 00 . 50
PLAN CHECK FEES 56 . 63 . 00 56 . 63
TOTAL 206 . 93 . 00 206 . 93
SPPECIAL NOTES & CONDIT_IO_N_S__
16-X-20 ALUMAWOOD PATIO COVER W/ ELEC
Oyer: C01,INTEF2 Type: DF Drawer: 1
Date: 7/25/08 25 Receipt no: 660
2006 1027
BP BUILDING PERM I �200.93
Trans number: 1w5572
4L r- K $ •ate.93
Trans date:,: .,7/25/08 Time: 9:29:14
City of Lake Elsinore Please read and initial
Building Safety Division 1. am Licensed under the provisions of Business and professional Code Section 710 et seq.and
my license is in full force.
Post in conspicuous place 2.I,as owner of the property,or my employees w/wages as their sole compensation will do the work
on the job and the structure is not intended or offered for sale.
3.I,as owner of the property,am exclusively contracting with licensed contractors to construct the
You must furnish PERMIT NUMBER and the project.
JOB ADDRESS for each respective inspection: I have a certificate of consent to selfinsure or a certificate of Workers Compensation Insurance
Approved plans must be on job or a certified copy thereof.
at all times: I shall not employ any person in any manner so,s to become subject to Workers Compensation
Laws in the performance of the work for which this permit is issued.
Note:If you should become subject to Workers Compensation after making this certification,
Code Approvals Date hispector you must forthwith comply with such provisions or this permit shall be deemed revoked.
ELO1 Temporary Electric Service
PLO] Soil Pipe Underground
EL02 Electric Conduit Underground
BPOI 1 Footings
BP02 Steel Reinforcement
BP03 Grout
BP04 Slab Grade
PLO] Underground Water Pipc
SSOI Rough Septic System
SWO] 10n Site Sewer
BP05 Floor Joists
BP06 Floor Sheathing
BP07 lRoof Framing
BP08 JRoof Sheathing
BP09 IShear Wall&Pre-Lath
PL03 Rough Plumbing
EL03 Rough Electric Conduit
EL04 Rough Electric Wiring
ELO5 Rough Electric I T-Bat
MEO l Rough Mechanical
ME02 I Ducts,Ventilating
PL04 Rough Gas Pipe/Test
PL02 Roof Drains p�
BPI 0 Framing&Flashing
BP12 insulation
13P13 IDrywall Nailing
BPI I I Lathing&Siding
PL99 IFinal Plumbing
EL99 Final Electrical `
ME99 Final Mechanical
BP99 Final Building
Code Pool&Spa Approvals Date Inspector OTHER DIVISION RELEASES
Deputy Inspector Department Approval required prior to the
POO] Pool Steel Rein./Forms building being released by the City
POO l JPool Plumbing/Pressure Test
P003 I Pre-Gunite Approva I Date Inspector
EL06 lRough Pool Electric I Planning
Stub List Approval Landscape
P004 Pool Fencing/Gates/Alarms Finance
P005 Pre-Plaster Approval 4-1Engineering
P009 Final Pool/Spa
C [..TY OF
LAJ<E 7 .LSI1J0P...E
D R.E.AM EXT f.�_'E.M F TM 130 South Main Street
APPLICATION FOR APPLICATION NO.
BUILDING PERMIT APPLICATION RECEIVED
/ DATEAP# BY
VALUATION CALCULATIONSoD�`
RUI[bING ADDRESS
1st FLOOR SF
TRACT BLOC PAGE t T/PARCEL
2nd FLOOR SF , f
3rd FLOOR SF 0 AMEV, t/t l_ai
W MAILING
GARAGE SF N ADDRESS
STORAGE SF R C TY LCit✓�t�►�- q C
hereby a um that I am licensedunder provisions of chapter 9(commencing
DECK&BALCONIES SF with section 7000)of division 3 of the business and professions code,and
C my license Is in full force and effect.
OTHER: SF 0 LICENSE# r2 CITY BUSINESS
N AND CLASS `T`� TAX#
T NAME � 7 /`—✓1 lCDI"
VALUATION: 3 R CV
VI
MAILING
C ADDRESS
FEES T CITY ST ZIP PHQN�E
O V lAv�l s'I9�St"
BUILDING PERMIT $ R WN I-RACTOTSSG RE DATE
PLAN CHECK NAME LICENSE
A
PLAN REVIEW �C R MAILING
C ADDRESS
SEISMIC r i� H CITY STATE/ZIP PHONE
PLAN RETENTION E) NEW OCC GRP./ CONST.
❑ ADDITION DIVISION: TYPE:
El ALTERATION NUMBER OF NUMBER OF
0 OTHER STORIES: BEDROOMS:
❑ SINGLE FAMILY.ZONE:
❑ APARTMENTS
❑ I certify that I have read this application and state that the ❑ CONDOMINIUM HAZARD YES
above Information Is correct.t agree to comply with all city [3 TOWN HOMES AREA? NO
and county ordinances and state laws relating to building p COMMERCIAL SPRINKLERS YES
construction,and hereby authorize representatives of this ❑ INDUSTRIAL. REQUIRED? NO
city to enter upon.the above-mentioned property for Insp- ❑ REPAIR PROPOSED USE OF BLDG:
tion purposes. p DEMOLISH PRESENT USE OF BLDG:
JOB DESCRIPTION .
Signature pplicant or Agent Date.
Agent for IsKcontractor ❑ ow er
Agents Named
Agents Address 2n-1 S v-d► F t
' l)pk4Ck V-4 64r- cl t-J8&
Street City State Zip
OWNER: CONTRACTOR:
VIR61NIA< HUERTA ROLLINS CONSTRUCTION
30065 SUOAR.PINE ST. 1 232 MONTE VISTA AVE. STE. 1
LAKE ELSINORE, CAS UPLAND, CA. q 1 -7 8 6
TEL: 90q 946 5 1 Sq
PROPERTY LINE
PROPOSED 1 6' X 20,
I SOLID PATIO COVER
PER PLAN
2q' 20' 32'-6" (320 SQ.FT.)
City Of Lake Elsindre
Planning Division Approval
.0 Approved
I I
I Date: Q
IUbFG 1 f//o✓`` Yu,r ya✓��!hay� cc�u+�
la u^ir
- EXISTING
(1 892 50.FT.)
I
ELECTRICAL
I 2-GAR GARAGE 6 LJ6,HT5
� I
m ITY OF LAKE L INORE LOT GOVER,4GE
HOUSE YV/ GARAGE - 18 9 2 SQ.FT.
BUILD I N G X Y I I O�a PROPOSED PATIO - SQ.FT.
D� TOTAL - 2212 SG+.ET-
LOT - 1 1,16 6 5G7.FT.
TOTAL LOT GOV. - 1 q.8%
PE lg I
A OVE , PLOT PLAN
`� 5r,ALE: 1 20'-0"
METALS USA: ENGINEERING FOR ALUMINUM PATIO COVERS, CARPORTS AND COMMERCIAL STRUCTURE; I �i
PAGES DRAWING SECTION DESCRIPTION
I MUSAGN0I.DWG GENERAL NOTES Ls U s 0
LATTICE COVER COMPONENTS AND CONNECTION DETAIL B U I L D I N Gi PRODUCTS
1 PAGE LAT01.DWG STRUCTURAL CONFIGURATIONS
4 PAGES LAT02.DWG COMPONENTS/CONNECTION DETAILS
LAT03.D W G
LAT04.DWG
LAT05.DWG
1 PAGE LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES
4 PAGES LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS USING ALUMINUM AND STEEL HEADERS IN 90 MPH WIND AREAS
4 PAGES LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND CUM-MERCIAL COVERS USING ALUMINUM AND STEEL HEADERS IN HIGH MPH WIND AREAS
SOLID COVER COMPONENTS AND CONNECTION DETAILS
I PAGE MUSAOI.DWG STRUCTURAL CONFIGURATIONS
C `ice
9 PAGES MUSA02.DWG COMPONENTS/CONNECTION DETAILS 1�e GAL Pl�rrl,�ar���
MUSA03.DWG c� C 68
139
m
MUSA04.DWG
MUSA05,DWG * sr3Or�e
MUSA06.DWG s� Cr Evaluation Report#0106
MUSA07.DWG
MUSA08.DWG aFC LE
MUSA09.DWG February 15, 2008
MUSA10.DWG
7 PAGES SOLID COVERS 4,0 PANEL SPANS FOR PATIO AND COMMERCIAL STRUCTURES :.
20 PAGES 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS
20 PAGES 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN HIGH WIND AREAS
I PAGE M1.DWG TAn
1 PAGE M2 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES
1 PAGE M3 7.0 CONCRETE FOOTING OPTIONS February 6, 2008
1 PAGE M4 7.0 PATIO COVER LIMITATIONS WHEN ATTACHING TO 3.5" CONCRETE SLAB
PROJECTICN B. Lag screws shall be placed in holes prebored 70% diam. For concrete block construction, place masonry
anchors as per the installation instructions. Revisions
9. A foundation and solids investigation is not necessary unless required by 1802.2.1 through 1802.2.6 of the 2006
TRIB WIDTH �- TRIB WIDTH F TRIBUTARY WIDTH IBC. Soil is assumed to be Class 5 of Table 1804.2 of the 2006 IBC. BEARING 1500 psf vert., 100 psf/ft. horiz
and doubled as per 1804.3.1. These design values do not apply to mud organic silts, organic clays, peat or
unprepared fills and may require further soil investigation. A minimum soil bearing pressure of 1000 psf is
❑VERHANG i-- adequate for all structures except for some units in a 40 psf or 60 psf ground snow load or with footings deeper
than 60".
10, Drainage which otherwise would go over a public sidewalk shall be collected and diverted under sidewalk.
11. Patio Covers with additional engineering may be enclosed with insect screening, approved translucent or C
transparent plastic not more than 0.125" thick or glass conforning to Chapter 24 of the IBC.
EXISTING
12. The roof panels shall have a minimum slope 0.25" per foot if the snow load is under 10 psf and 0.5" per foot V
STRUCTURE for all others.
13. All steel shall be galvanized or painted one shop coat of rust inhibiting primer and one coat of enamel finish
coat. Paint inside of all embedded posts from the bottom to 12" above grade. o+
14. Wind velocity and Ground Snow/Live load are identified in all of the relevant tables. Roof loads have
determined in accordance with ASCE7-05 Section 7.3. CIO*= 0
PROJECTION Ground Snow Load Applied Roof Load mommmJ cm
0 10 psf 10 psf LIVE OR GROUND SNOW Q. m
TRIB WIDTH -----1-- TRIBUTARY WIDTH 20 psf 20 psf LIVE OR GROUND SNOW
25 psf 21 psf
30 psf 25.2 psf
40 psf 33.6 psf
60 psf 50.4 psf U
SEISMIC LOADING
MAXIMUM Ss= 150% SHOWN IN 2006 IBC FIGURE 1613.5(1) ��
S1 NOT APPLICABLE TO THESE STRUCTURES D
SITE CLASS = D mill M
BASIC SEISMIC FORCE RESISTNG SYSTEM = INVERTED PENDULUM R=2.0
ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE
15. The width of single span attached structures must be at least 75%of the projection.
16. Multiple span units are allowed.
17. Any unit built with a roof snow load higher than 30 psf and in a selsmically active area may require
General Notes additional engineering at the discretion of the local building authority.
18. All roofs are Class B fire rated.
1. Structural design per 2006 International Building Code. Patio Covers as defined In IBC 19. All screws are self drilling (SDS)or sheet metal (SMS) and in conformance with ICC ESR-5202, ESR-5623 or P�pFESsip
Appendix I shall be used only for recreational,outdoor living purposes and not as carports, equivalent. ��0 4 PUT �F
garages, storage rooms or habitable rooms. Commercial Covers may be used for these 20. Header splice shall not be located nearer to the end than the first interior post.
purposes. 21. Bolts shall conform to ASTM A-307.
2. Fasteners are to be galvanized or stainless steel. Concrete anchor for covers installed "on 22• Sliding snow is beyond the scope of this report. Drifting snow is covered under detail M3. 68139 `n
slab"shall be approved for 500 Ibf tensile and 500 Ibf shear in 3.5"concrete. Concrete will 23. All multispan tables assume equal spans within 20%. All specifications must be based on the longest span. * E sr3oiz
conform to note#3. Anchors for footings shall be engineered seperately. 23. This entire engineering package will not be required for most building permits. Submission for a building
3. Concrete shall have a compressive strength, c, of 2500 psi at 28 days. Minimum slab permit must include: .r�� c1
f
" a. GENERAL NOTES MUSAGN0I.DWG oFc U
thickness is 3.5 . No post shall be placed within 2-6"of a crack or 4" of an edge or { )
expansion joint. Posts attached on slab will conform to Detail MU04. Patio covers built on b. STRUCTURAL CONFIGURATIONS (MUSAOI.DWG) February 15, 2008
3.5" concrete slab must conform to Table 7.11 or 7.12 or be approved by seperate c. RAFTER SPAN TABLES (FOR LATTICE STRUCTURES), PANEL SPAN TABLES (FOR SOLID
COVERS OR BOTH FO
engineering analysis. (FOR COMBINATION STRUCTURES)
4. Each application shall show a complete plot plan of the property and buildings, Circle the d. HEADER POST SPACING, FOOTING SIZE AND POST TABLE FOR LIVE/SNOW AND WIND LOADS. Car( Putnam, P.E.
post spacing, span, etc., in the tables that fit that particular job. e. ALL APPROPRIATE DETAILS 3441 IVYLINK PLACE
5. Each installation shall bear an identifying decal giving the name and address of mf r., live f. OTHER DOCUMENTATION REQUIRED BY LOCAL BUILDING AUTHORITY. LYNCHBURG, VA 24503
��1 g 9 9 9 CARLPU7NAM2COHCAST.NET
or snow load, horiz. and uplift wind loads and approval number.
6L7.
Liht gauge steel shall be per ASTM A653 unless otherwise specified. Grade will be
cified under individual details. Thickness is bare steel. Negative thickness tolerance is D-- B.
By
. CMP
nate alum. alloys may be substituted for those specified provided they are registered `""'' CMP
the Alum. Assoc. for equal or greater guaranteed minimum properties (Ftu, Fty, Fcy Oats2/6/2008
E). Thickness indicated is bare metal and negative tolerance is -5%.
MUSAGN01.DWG
Scale Poq" j
! QF !
ROLL FORMED OR LAMINATED
SANDWICH PANEL FASCIA, ALUMINUM ROLL FORMED OR LAMINATED Revisions
I BEAM OR OTHER SANDWICH PANEL
STRUCTURAL HEADER
Is
I BEAM ❑R OTHER
STRUCTURAL HEADER
MULTISPAN
FREESTANDING UNIT (n
MU �...
3,5' CONCRETE SLAB
REQUIRED FOR `
CONSTRAINED FOOTINGS iklP
POST a.
FREESTANDING SINGLE SPAN COVER CIRCULAR FOOTING ? cox `
Mu DETAIL MU108 M:31 a P4
oI 1' • : :.:
POST
� �
` - CUBIC FO❑TING }
L DETAIL MU108
m
WIDTH MUST BE AT LEAST d d ALL HEADERS MAY ALL PANELS _
75% OF PROJECTION FOR OVERHANG 25% OF MAY OVERHANG-
SINGLE SPAN ATTACHED POST SPACING 25% OF THEIR
STRUCTURES WIDTH LEDGER BOARD CLEARSPAN CUBIC F❑OTING
:'
• DETAIL MU108
FESS/Qv
MINIMUM SLOPE G L QUrti��FyG',
MULTIPLE SPAN LU C 68139 m
HEADERS ARE ALLOWED # E .613012
sT� ct
AFC L�
PATI❑ COVERS ARE February 15, 2008
LIMITED TO 12' HEIGHT
C❑MMERCIAL COVERS
PROJECTION AND CARPORTS ARE
LIMITED TO 18' HEIGHT
Carl Putman, P.E.
3441 IVYLINK PLACE
LYNCHBURG, VA 24503
` CUBIC FOOTING CARLPUTNAM@COMCAST.NET
M� ,i, •L I f DETAIL MU108cl •r.
ATTACHED SINGLE SPAN COVER r CONCRETE SLAB ATTACHMENT d cMP
FOR SINGLE SPAN ATTACHED ch.ok By
MAY BE MULTISPAN PATI❑ COVERS ONLY SINGLE SPAN cut* CMP
3.5' CONCRETE SLAB LIMITED FREESTANDING UNIT 2/6/2008
SURFACE MOUNT OR _ TO 500 LBF UPLIFT, ' 3,5' CONCRETE �""°" MusAot.nvG
EMBEDDED ATTACHMENT SEE GENERAL NOTE 43 SLAB REQUIRED Pa9. �
FOR CONSTRAINED t OF io
FOOTINGS
3,5' PANELS AND FASCIA 0,078
Rwaons
1
SEE DETAIL MU13 SEE DETAIL MU13
12' 12'
T T
Ic SEE TABLE 4.18 OR 4.19 M62 5.6
T• ' 0.062
[ I o
03 oa �___..3•,..I a �—3.9---� �
3,5'XI2' AMBASSADOR PLUS PANEL 3,5'XI2' VEE PANEL 5.5' EXTRUDED SAMPSON GUTTER FASCIA co
3004H36 ALUMINUM 3004H36 ALUMINUM GUTTER FASCIA 6063T6
ASTM A-653 GRADE 40 STEEL 6063T6 V
SEE DETAIL MU13 7' SEE TABLE 4.18 OR 4.19
0
12' - ' 0 5.370' SEE TABLE 4.18 OR 4,19
ww� cc
7' RF3' ...
FASCIA u 3.4s•
3,5'X12' W PANEL 3004H36 ALUM (t= 0.040, 0.050') STATE FASCIA `ML-i Z
3004H36 ALUMINUM ASTM A-653 GRADE 40 STEEL 3004H36 ALUMINUM ,_ W 0.04
ASTM A-653 GRADE 40 STEEL 24 GAUGE (t=0,024') p
II[I
3,0' PANELS AND FASCIA
III m
#8 x1/2' SMS 2 B' O/C
SEE DETAIL MU13 SEE DETAIL MU13
!2' 12'
--{ r0-325 3. 3' 3'
II 0.060
0.162 O T�8'� QFypFESS/pl,l
W PANEL''X12 12• ��� �. �UrN � �
12' OLYMPIC FLAT PANEL 8000 PANEL 0 3 3X12 ALUMINUM "*' 3'X12' RISER PANEL
3004H36 ALUMINUM 3004H36 ALUMINUM 3105H25 ALUMINUM w C 68139 rn
ASTM A-653 GRADE 40 STEEL ASTM A-653 GRADE 40 STEEL
E . 6,13012
cf j� Cl
SEE TABLE 4.18 OR 419
OF C L\
SEE TABLE 4.18 OR 4.19
February 15, 2008
07s
Carl Putnam, P.E.
3441 ACE
a.os0 LYNCHBURGNVA 24503
,� CARLPUTNAM2C❑MCASTNET
o.oson Ll
5.6' � 0.036 5.5hO.
a I L By
OAb2 B1 CMP
5 —3 25---� �—z.s nu --3.8 -} --3•-- 3.45' 3' --3'—{ CMP
5 RF GUTTER FASCIA 2/6/2008
6,5' RF FASCIA 3004H36 ALUMINUM SAMPSON GUTTER FASCIA 7' RF FASCIA '� STATE FASCIA o 5 5' AND 5' I .
3004H36 ALUMINUM 6063T6 ALUMINUM 3004H36 ALUM (t=0,040' 0,050') 3004H36 ALUMIIIum EXTRUDED MU AA02.DWG
ASTM A-653 GRACE 40 S FEEL GUTTER FASCIA NTS P of 10
24 GAUGE (t=0,024') 6063T6 ALUM
2.5' PANELS AND FASCIA
Raesiav
SEE DETAIL MU13 SEE DETAIL MU13 - 24'
1 � � SEE DETAIL MU13
2.5' Mz 2,200
2.5'XG' FLAT PANEL U3
2.5'x8' FLAT PANEL 3004H36 3004H36 ALUMINUM 24' PATTIPORT 3004H36 OR ASTM A653 GRADE 40 STEEL
24' 12
E _DETAIL MUl3 SEE DETAIL MU13 SEE DETAIL MUi3
mu
2.5' 2,5' 2,5
zs 26 a
z 24' TRI STAR PANEL 3004H36 2,5'X24' TRI VEE PANEL 2.5'X12' TWIN VEE PANEL MOO=
F. co
3004H36 ALUMINUM 3004H36 ALUMINUM - cc c
ASTM A-653 GRADE 40 STEEL ' .ASTM A-653 GRADE 40 STEEL [L ?ogoo'
- ►� 0,078 SEE TABLE 4,18 OR 4,19 6 w
SEE TABLE
.tea vi Cr
4.18 OR 4.19
SEE TABLE
-F
4.18 OR 4.19 aria Z ell a
7' � a.osa 6 0 � 0
o 0.062 5,6' w 5 --�
OL0.036' D
27 29 30 0.070 3 m
---3'—1 MU 3.25 f-z.sa--� L
3.3
7' RF FASCIA 2e 6' RF FASCIA zs ---38--� ---34---� 4.5' EXTRUDED FASCIA
3004H36 ALUM 6,5' RF FASCIA 3004H36 ALUMINUM 5 RF FASCIA SAMPSON GUTTER 6061 T6
<t=0.040' & 0,050'> 3004H36 ALUMINUM 3004H36 ALUMINUM FASCIA 6' ALLMET6063 T6 EXTRUDED FASCIA
ASTM A-653 GRADE 40 STEEL
24 GAUGE (t=0.024') 6063 T6
opq OFESS/oN�
08 SMS @8' a/c �� �` PU
l
SEE DETAIL MU13 SEE TABLE---,"" GP 941 2c`G
2 12 n' D41OR4.190.073 oa�5 C 6$139
6' 4 5,16.1 rn
6.1 * E 6;3012 t
s� CJ
2'x6' FLAT PANEL �, O OF
3004H36 ALUM " �
4'x12' VEE PANEL L38 February 15, 2008
3004H36 ALUMINUM ~ --`3,7 ---�
ASTM A-653 GRADE 40 STEEL 5' MAGNUM GUTTER 6' MAGNUM GUTTER 6' SMOOTH GUTTER
a10 SMS e24' ❑/C 6063T6 ALUM 6063T6 ALUM 6063T6 ALUM Carl Putron, P.E.
34 41 I V YLINK PLACE
a.3�Y 3• a PANEL INTERLOCK LYNCHBURG, VA 24503
4
• T o.o6a• 1' Z:3
CARLPU7NAN2COMCAST,NE7
1.5 PCf fGAM
3', 3.5', 4• 6' i WESTERN PANELS u8 sMs e8. O/c
�----t 3U AND FASCIA 24
OPTIONAL FAN Cra.n �
ALUM BEAM 6063T6 \ CMP
FILL LENGTH OF PANEL `�C).L)24' OY �.()32' thick By
3105H14 ALUMINUM 3• CMP
39 x+. 2/6/2008
ALUMINUM SANDWICH PANEL �M
SANDWICH PANEL CONFORMS TO ICC 4C04 3'X24' PANEL 4USA03.D-(G
ADHESIVE CONFORMS TO ICC AC05 3004H36 ALUMINUM S404 NTS Pa9. 3 of 10
ASTM A-653 GRADE 40 STEEL
Revisions
1.625' 0.75'
0.050'J
0.055 '0.062
4100 7 3.562' 0.062' 3.062' 3.74' REF
2.5' 3.062' .
4 060 .375' 4 24, 3.74' REF
=
0.D62' {n
40
4' HANGERS 42 o.oso 4s
6063T6 ALUM LK 6063 T-6)C as a4
cA�UM. b063 3" "J" RAIL 3" AND 2.5" "G" HANGER 0 P±
3-112" "J" RAIL �"'�3 'nmcco
RAIL PROFILES ALUM. ALLOY 6063—T6
SEE TABLE 7.5 FOR
TYPE AND SPAC;eig
0.055T OF FASTENERS
0.75'
3.101 0.062 3.100 0.050' �� Z. N
CQ
Mu O
41 3' HANGERS3.562•6063T6 ALUM ht 0.062 2.062•
m
1.062'
3.000
} 3.000--1 0.04D
I fff I L50' 0.625'
0.125 a6 I. HANGER 47 " " 4e 2" "J" RAIL
0.075 0.062 O 3—1/2 G RA1 L
oQ�pF E SS/pv�
sou Mu �� �, PUT,v lF,
49 50 51 ~ Q
0,075'x3'x3' POST 0.125"x4'x4' POST 0,062'x3x3' LU C 68139 +
6063T6 ALUM 6063T6 ALUM MAGNUM POST E .6l301
6063T6 ALUM 61 ct
OF C 11
February 15, 2008
FASCIA SPLICES MUST BE WITHIN 12' CF A POST
0.0620 0.0620 Carl Putnam, P. E.
12' 3441 IVYLINK PLACE
LYNCH3URG, VA 24503
SEE DETAIL X SCREW PATTERNS CARLPUTNAM2COMCAST.NET
Mu o o MI o FCR ALL FASCIA
O.OS00 55 ��' MT SPLICES. ALL FASCIA
�z s"s SPLICES MUST BE WITHIN
f I' MIN � 12' OF A POST °vV" er CMP
O 0 O O O 0 O Chek 3y
CMP
se 5,5' EXTRUDED s3 5' EXTRUDED s 5' ROLL FORMED 2i6i200e
UTTER SPLICE GU MTTER SPLICE GUTTER SPLICE USA04.DWG
6063 T6 ALUMINUM 6063 T6 ALUMINUM 3004 H36 AL'JMIIIlJM NTS PoQ.
4 of i0
0.125 O.f I0
}--3.286
' to 0•170 II � Revisions
• �, T �--o,2oa
0
�--- .300 o 00 o C3 0.085
Q a o
o,los
�-- .000 - -� T
o 0 0,070
0.062
u-, o o a,110 a 0.100 10'x5.5' I BEAM 5.689
T a o O.a80 `� 6061 76 ALUM
0 4 0,080 inMU 0,I40 10.000 0.085
b0 1,513
O,lfO 0.100 C
MU 4'x3' I BEAM MU 5'x3' I BEAM I----4,000----� �- --- 61 SAMSCIN 6Q63T6EAM � V
56 6061 T6 ALUM 57 6061 T6 ALUM 59 T6 ALUM 59 606
7'xV BEAM 55' I ABUMM m
1.000 0
Mu �i� 0 M ti=m
5.e60 tI--5.500--�-� �J [;
7' I BEAM MU 5' I BEAM eo
63 6061 T6 ALUM
64 bD61 T6 ALUM a 0
00
0,170 }�--5,860 3. 30 01180 MU 3.5' I BEAM zz _tea
65 6061 T6 ALUM V O W a
3/8' BOLT E. m,-
O,1Q0 -3,000-- �� 8 PLCS Z
Mu 10•xs.86• I BEAM 0,10
62 6061 T6 ALUM --��0.100 - N a�,
1.040 A
5.000 0.090 i I Il J
10.000 0094 3.500 0,084 Mu 3,5' 1 SPLICE --
0,140 7,000 0 32Q ---+�---O.IOo 66 6061 T6 ALUM D
0.090 III
CII
0,168J
0.090 f_- -- 0.320 0, 10-.Lo 1 111-1 3/8' BOLT
F10.600 -------6.040 0,200 � 8 PLC S
6.040-------� 0,100 3,137
4,720 0.160 0.150
r 1' MIN 1.280 1' MIN-1 �- MU OQ�OESS/�
3/8' BOLTS (8 PLCS) ' I 68 1.350 Mu �a 5 x 3 I SPLICE Q� PAL P U �Fy
.PLACEMENT FOR 7' AND E 3/8' BOLTS 3.5' C SPLICE 69 6061 T6 ALUM
MU 10' I BEAMS C 68139
67 r� r� ry r� j r� r� r� r� 1.290- -� 6061T6 � m
3/8' BOLTS (8 PLCS) V E .613012
® PLACEMENT FOR 3,3' ® ® ® 5' C SPLICE * "
T AND 5' I BEAMS 6061T6 1 0.760 Lp Cr
1' MIN 20' FOR 3.5' I BEAM 9 OF t�
24' FOR 5' I BEAM
February 15, 2088
36' FOR 7' I BEAMS
52' FOR 10' I BEAMS ol
FULL STRENGTH SPLICES car` Putnam 3441 VYLIN IVYLIN, P. E.
K PLACE
9 560 3/8' BOLT LYNCHBURG, VA CARLPUTNAM COMCAS�NET
6,690
0.120 0.165 8 PLCS
110 By
3/8' BOLT Mu 7" I SPLICE Check
\ 73 6061 76 ALUM
-- 2.250 f
Mu 7' C SPLICE 2.150 �--
7q 6061T6 Mu Mu 10'x5,5' I SPLICEScale
5 of 10
75 10' C SPLICE
76 6061 TG ALUM
5.683
5.683� Revisions
0 p p O o
0
0 o 2,3750 O o Q O m
0.060' (I6 GA)
BA00 6.042' b.500 0.0 ' 7.938 0,075' (14 GA) 0O O
0.0 32 32'
0.040' 1-
0.060 --T
T 0.125 m C= co
I O N
MU 1.975 0.773 79 FORNDARD CCLOVERLE FE POSTS C = U
76 3A00 6063 T6 ALUMINUM e0 Ih
2'X6 1/2' HEADER 2.500 MU FORVCL❑VERLEAFCPOSTS
0.042'x3'X8' HEADER/RAFTER Mu 3004 H36 MU STEEL C BEAM ASTM F 36 CLOVERLEAF
STEEL
3004 H36 77 78 A653 GRADE 50 Y- 0 a
:r
-- 1.500 r-- ------5.683----� m
a N
0.060 n MU ALUM BRACKET �� cqr
ni 82 FOR 3' SQUARE u3 h m
POSTS 6063T6 � �- z cr—
cu 0.090
8.250 c`�v�ox.�
OBRACKETS FOR 1,5' SQ TWIN POSTS 0.090
el 6063 T6 ALUMINUM 0,060 �
FOUR HOLES FOR MU STANDARD BRACKET m
`� 0.300 i/4' BOLTS B3 FOR 3' SQUARE POSTS
�--2.308-- �--2,375--� 6063 T6 ALUMINUM
�^---3.344
2702 01
to
I --
0,090 0.060 ALL BRACKET 0.135 ,
cu DIMENSIONS 2.7 2
EXCEPT THICKNESS 86 TWO HOLES FOR 0.125
ARE APPROXIMATE 3/8' BOLTS LO
cu
MU 'U' BRACKET 00
Mu U' BRACKET 3,5'X3' I BEAM POST BRACKET CO o 0,188'
84 FOR 3' SQUARE POSTS e5 FOR CLOVERLEAF POSTS
ALUM 6063-T6 5,875
6063 T6 ALUMINUM 6063 T6 ALUMINUM oQg0FESS/p,
P U
.028'
R0,1400 a.o32 O.o62 t ai 5.5' � C 6$139
0 0.032' ALUM 2 MIN ALUM. HEAVY DUTY BRACKET Mu 0.125' ALUM 'H' * E 6!3012
o A40 ALUM o 0 88 BRACKET 6063-T6
c'' 0.024' STEEL 6063—T6 3+j� cr
0,043' STEEL
�L� OPC U
O3' LO GRADE 40SSTEEL 90 I SO36WALUMOST 91 -5' SO TWINALUM UMT 92 339OOR STEEL ASTM Ab53 GRADE February 15, 2008
99 3004 H36 ALUMINUM 0.100' 6063T5 ALUM,
'L' OFFENDS ON DETAIL TA63
USE WITH MU88 Corl Putnam, P. E.
3441 IVYLINK PLACE
0,024'X3'X3' LYNCHBURG, VA 24503
SQUARE POST CARLPUTNAM2COMCAST.NET
01095, 3 r---3.000
0.1875 i
N 14 S.M.S. 24'
C O55 O/C TYPICAL, CMP
3' t cr.ct 9r
t I CMP
—3', 4 CR 5' i 0.024'X2'Xb.5' �'jt 2/6/2008
3' —L ALUM SIDEPLATE
MU FLUTED �w�eme
MU NU MU MU MUSA06 DVG
93 3' 4' ❑R 5' 94 0.095' X3'0 95 ALUMINUM POST ( 96 SQUARE POSTS 97 3'x3' ALUM POST
ASTM A500 GRADE A ASTM A500 GRADE A t- Mu kale P'9•
STEEL PASTS 6061 T6 ALJM 6063-T6 t= G,I30' - 0,024' 3004 H36 98 3' POST `,JITH NTS 6 of SO
STEEL POST SIDEPLATES
SEE TABLE 4.19
�3,287 RF OR EXTRUDED FASCIA Revisions
SEE TABLE 4,19
0105 TWO V BOLT w/ 1,25'0 STEEL
u, WASHER FOR SLAB MOUNT AND
m m d=27' FOOTINGS. THREE 'B❑LTS ROOF PAN
o FOR d=30' F❑OTINGS
v� o
0.070
o TWO 2/8' BOLTS
�? 1.5� Lw W/ 1.5' STEEL WASHER �R co
-A �rl
3.062 ONE ' BOLTS EIGHT 08 SMS FOR SLAH MOUNT 4', 5' OR 7' I BEAMS U
EIGHT #B SMS/SDS MAX HEIGHT B' AND FOOTINGS UP TO d=25'.
3' ALUM (t=0,040' FOR FOOTINGS UP TO d=27' 0.032'X1,5'X1,5' SIXTEEN 48 SMS FOR FOOTINGS ONE 3/8' BOLTS
MINIMUM) OR STEEL TWO W BOLTS OR 12 SCREWS ALUM TWIN POST UP TO d=30' FOR d=31' FOOTING
POST FOR F❑OTINGS UP T❑ d=31' TWO 3/8' BOLTS FOR d=30' TWO 3/8' BOLTS ���
I5' 6' ❑R 9' FOR d=39' FOOTING mmmmi CO
co
Mu SAMSON BEAM � 011
99 (ALUM. 6063-T6) 10
N
O
VJ'7
APPROVED ANCHOR BOLT
AS PER GENERAL NOTE #2 0.062' ALUM 6063T6
L4
BRACKET MAY BE TWO 3'X3' CLOVERLEAF
SEPERATE OR ONE HEAVY DUTY BRACKET---' STEEL POST
c❑NTINU❑US ALUM OR STEEL
.0625'
Mu ALUM. ALLAY 606I T-6 �
101 I-BEAM WITH BRACKET
MU POST CONNECTI❑NS AN SCROLL POST DETAIL
11 00 SINGLE SPAN ATTACHED UNITS ONLY
SEE TABLE 4.19
FASCIA OR 4' I BEAM 0k FESS/O,V
� P U TN� F2
w C 68139 m
Y 0'S' fA��",- FOUR
SEE TABLE 4,18 OR 4.19
* E 6130/2
3/8' BOLTS W/ _
15' STEEL WASHER Lp CI
1/4' BOLTS w/ SEE TABLE FOR
OFC L1
ONE W BOLT FOR FO❑TINGS UP TB o 0.050'X5/8 STEEL WASHERS NUMBER AND SIZE
3' POST d=24' AND 90 MPH EXP B SLAB ATTACH 3.5'X3' I ❑F BOLTS.
February 15, 2008
TWO )6' BOLTS FOR 90 MPH EXP C SLAB
FOOTINGS UP TO a=28' BEAM BRACKET
BOTTOM CONNECTION TO POST REQUIRES # of 1/2" Maximum
EIGHT #8 SMS OR SDS THE SAME TWO 3/8' BOLTS
SCREWS FOR d=27' STANDARD ALUMINUM r� bolts Footing Size
Cart Putnan, P.E.
FOOTING 12 SCREWS 3441 IVYLINK PLACE
BRACKET DETAIL Jr 47
FOR d=2B' FOR T❑P QR 3 x3 LOCKSEAM _-__ 1 g g4" LYNCHBURG, VA 24503
MU79 ❑R MU83 E]R __
BOTTOM POST C❑NNECTION 'U' BRACKET M1184/85 DETAIL MU89 -� #of 313" Maximum CARLPUTNAM2COMCAST,NET
MAX FOOTING SIXE CUT PORTION OF bolts Footing Size
MU d = 32' BOTTOM FLANGE 4 43"
APPROVED ANCHOR BOLT AS 0 AT POST
PER GENERAL NOTE 42 6 49" By
CMP
8 54" rh*0 ft
C,4P
Mu oar.C❑NNECTION ❑F 3' POSTS TO FASCIA STEEL POST DETAIL MU53 2/6/2008
'D2 ❑R 4' 1 BEAM AND SLAB/F❑❑TING f Mu I-BEAM e❑NNECTI❑u Lw-j
SINGLE SPAN ATTACHED UNITS ONLY 04
Seal with permanently flexible Revisions
SEE TABLE & waterproof sealant
CONCRETE OR 7.5 FOR
MASONRY ANCHOR FASTENER 2"x6" Ledger Board
1/4' LAG SCREW SPACING (optional if LAG SCREWS
#10 WOOD SCREW STUD, CONCRETE w/ 1"o WASHERS are used SIMPSON A34 ANCHOR EA. EACH
111
OR MASONRY to attach hanging rail) RAFTER OR TRUS
SEE TABLE WALL
STRUCTURAL
4.18 UR 4.19 PANEL d' x 4• scud Existing wood framing
"C",."J"OR"G" g g
TYPE ALUM HANGERS 3/8" Lag Screw 2� thick, 24' O.C. }--
MIN WALL"t" D.F. Larch � ()
6063 T6 t=0.060"
3004 H36 t=0.040" 3.5' MIN Completely seat Continuous 2'
with permanently
flexible S water- fascia boar p
proof sealant
ATTACH WALL HANGER
1kI0 waoD 1/4" LAG �� -'0-,
SCREW SCREW -� 3.25' min 1' MIN PER DETAIL MU101 ,
sTRucPANe� 97 R. N�"
Synthetic Stucco or Hce
SHEATHING" other non-structural coveringT -Lz
(1" max. thick)� % z1= �a.'
os LEDGER AND WALL ATTACHMENT TABLE 7.7 SPECIFIES THE ALLOWABLE EAVE �W
DISTANCE TO FIRST ROW OF POSTS �L� OVERHANG CV aao4
Mu STUCCO ATTACHMENT DETAIL OST 'Mill��� —1
l06 WITH LEDGER BOARD oy
Ground Snow Load RAFTER MAX DISTANCE TO FIRST ROW OF POSTS"!_" co
Solid Corer end_. .._._$IZF ? F-AVE OVERHANG
STEEL POST WITH 12" EMBED leitice Corer 1+Yriid 24"01C1 12' _.._-_-.18"-- _----24"_-__,..-_30
FOR FOOTINGS UP TO d=39" OR >>a� - -.2.xi �?'� -�'�R 51.5• rs'_ V-2"
18" EMBED FOR FOOTINGS UP TO d=50" 90 MPH Ex 6 2x8 22' 22' I9-5" _ IY-8- w
Lattice=105 Exp C 2x8 22;-- .._2Z_ 2z -_22' _ 27--
1Gpd 2x4 14-0' H� 5'-5' 2'•fr 0'-2'
;.. . . _._._._.__ .. ..._..._...... ...-81—__... .- 5 _
90 MPH Exp C 2xli 22' 22' 16'•8' 12'� 9 4
12' ❑R 18' LxitiiioExP.c_ ._.tea__.. .. 22 _..
20 sf _ 2x4 8$' 410 2'-8' 1-3" 0 1 _ pFESS/
d 9' ' 110 MPHx C_ -zxti PUT N9(�t
t• '. ' rr n Lattice=130 Exp C 2x8 22 2Y 19 l0" 14-11 11 5'
ONE 3/8 x 9 saps: zx4 a 1 4$ 2� 1-1' oo" � �' y
STEEL RODS (KEBAB _,-1o>NpwExPc ems.._ gig ._... 13,E .. �Z_ s.�: :�4' '_- C68139 rn
OR THREADED) OR Lam�1P xpC -2x4 - &$^ 23-V 11.9 4'� -o * E 6130/2
BOLTS CENTERED 1�0MP►+ExpC -2x8 _. _ 13 r ia11 r=3' �.ii _ _.. 3 �:-
d ON POST Lattice=i30 Ex 2x6 _ 18`4r 1T-8"_ 15'-�" _1 V-a _ a-W sTq Cl
40 pd zx4 4-8 2'-3 0 8 a-(r 0.0" OF C L�
3/8' BOLTS 130MPH Exp C - .zx8 _.. sue T10" 411 3'-0 r_
SEE TABLE 7,3 4' DETAIL MU92 L2tEfCe�l3aExpc 2xs 138� 1r tt-0' r=i(Y s i February 15, 2008
ae FREESTANDING OR ATTACHED POURED COLUMN J sopsf 2x4 29' t-0 00 (3-X 00•
FOOTING FOR NUMBER 130�ir'H_Exp c 2x6 5 7 4 ?'_ a r 1<2' V-(r
Lattice-130 Exp C 2x8 84' T 4' F-4' 475" _ Z'-9"
Carl Putnam, P. E.
3441 IVYLINK PLACE
ONE BOLT DIAM, CM N) LYNCHBURG, VA 24503
STAINLESS STEEL CARLPUTNAM@COMCAST.NET
0 W1 2" EMBEDMENT
H1TI KWIK BOLT TZ
C1 (ICC ESR 1917) rDro•^
cNP
MAX FOOTING SIZE
ChKk By
' I S d - 33 CMP
°pt' 2/6/2008
MusAoe.nWC
io9 SINGLE SPAN ATTACHED FOOTING NTS 8 of 10
Revisions
I I -
ALUMINUM 0.042"X3X8
0.042"X3"X8" I t
ER i 14 SM SCREWS
#14 SCREWS i i I (8 PLCS)
(10 PLCS)
ALUMINUM #14 SM SCREWS 3"x8" BEAM I I I I #14 SM SCREWS
"H" BRACKET (16 PLCS) i {8 PLCS) a co
MAX FOOTING SIZE II I� I TYP SPACING �iw
IS d=31" AND 90 t II I = 24" 0/C
MAX FOOTING
MPH SLAB
Mu ETAIL MU83 I I 3"x3" POST It I5 d=28"
110 I I I f I f (] m
I I MU MU I II II I „
co
3"x3" POST I I 1 11 112 2 X6.5" C`•, 0 �`o
14 SCREWS I I II II I SIDEPLATE �, CC � COm
3"x3" POST I I 1
MAX FOOTING (8 PLCS) I I C= CL a, N
SIZE d =24" AND. QiNI
90 MPH SLAB 3/8" 80LTS ASTM A307 W/ 0.5"0 � .� by �
STEEL WASHERS SEE BELOW FOR QTY
N�0.D�a
DOUBLE 2"X6.5" I I J
OR DOUBLE 3"X8" °
HEADER
MAX FOOTING SIZE t + 40 Oo (13
d=31
I
I I MU
#14x1/2" SMS I I 114 DOUBLE OR SINGLE 3"X8" STEEL C BEAM. BOLT
4 EACH SIDE MU I LAYOUT FOR SPLICED AND NON—SPLICE ATTACHMENT
113
I I USE FOUR BOLTS FOR FOOTINGS UP TO d=46"
POST USE SIX BOLTS FOR FOOTINGS UP TO d=53" �c�p�4FPUr�'t'q�F
USE 6 BOLTS FOR 30, 40 AND 60 PSF SNOW LOADS 3�
3" POST 'L C 68139
LUM BRACKET * E .61M
SEE TABLE 7.3 FOR NUMBER OF FASTENER s�q Cl
#14 SMS USE COLUMN A ONCRETE SLAB opc
#14x3/4" SHEET METAL �3'a" BOLTS USE COLMN B OR FOOTING
OR SELF DRILLING SCREWS SEE GENERA_ February 15, 2008
SEE TABLE FOR QUANTITY NOTE N
#OF#14 SMS or SDS
3X8 STEEL C HEADER 2 --6-- tt 10 34 Putnam. A. E.
Cubic FoOhr Size "d'(In) 4 4 4 4 4 . 4 4 4. 3441 BU INK PLACE
4 LYNCHBURG, VA 24503
20 25 i iZ 31 34 CARLPUTNAMO'COMCAST.NET
MU
11s OTHER APPROVED ANCHOR CMP
ETAIL MU80 OR MU82 AS PER GENERAL NOTE #2 04dek ft
CMP
3X3 STEEL POST 3/8" BOLTS. USE TABLE 7.3 COLUMN J 2/6/2008
MU TO DETERMINE NUMBER OF BOLTS OR F''"°"" uusaas.0wc
115 USE EIGHT #14 SMS OR SOS POST ATTACHMENT DETAIL TO SLAB OR FOOTING scow
MAX FOOTING SIZE d=41' SINGLE SPAN ATTACHED UNITS ONLY 9 °"0
ALUMINUM OR FIBERGLASS
DECORATIVE Revisions
STEEL POST POST COVER
FIBERGLASS 1,5"X1.5" METAL L
POST COLLAR ANGLE BRACKET
SLAB OR (TYP)
FOOTING 3/8'X3/4" BOLT
FIBERGLASS POST SLAB 4 - •. CONCRETE C= co
OR FOOTING ATTACHMENT a ANCHOR �-
DOUBLE ALUMINUM 3"X8 4 . "'�= U
" . . ' e.
OR 2X6.5" HEADER e .
STEEL OR ALUMINUM POST i� .:• 0
`~ NON STRUCTURAL FIBERGLASS POST cw'0= O 2 ..m
MC,;%
mm�i Ir &;
STRUCTURAL PANEL tL
E.N
V Nti
ATTACH AS PER DETAIL MU113
DOUBLE ALUM FIBERGLASS POST COLLAR J
�� �
3"X8" OR FIBERGLASS POST Im
2"X6,5° HDR HEADER ATTACHMENT m
LN
3"X3" STEE
OR ALUM P❑ST
N❑N STRUCTURAL Mu
FIBERGLASS POST ig
NOTES:
ESSI
1. FIBERGLASS POST IS NON-LOAD BEARING �,� `�PUTNq
2. ATTACHMENT IS TO HOLD VERSUS MINOR LATERAL FORCES y
3. USE MULTIPLE BRACKETS AS NEEDED.
C 68139
C—CHANNELW/(3) # 14 .613G12
SXS. TO EACH SIDE. sT cl
1/8"0 ALUMINUM q OF L+
#14 SMS OR SDSW/ SEALING WASHER 1/4"X1/2" POP RIVETS February 15, 2008
SEE TABLE 4.36 FOR SPACING S,M,S. @ @12" ❑/C
FOAM CORE ROOF PANEL 6" O,C, Cart Putnam, P. E.
3441 1VYLINK PLACE
LYNCHBURG, VA 24503
CARLPUTNAM2C❑MCAST.NET
FOAM CORE
3"'x8" ALUM BEAM PANEL °`" CMP
3"x8" STEEL C BEAM HEADER 2"x 6 1/2" BEAM �� By CMP
DOUBLE 3"x8" ATTACHMENT (NON—STRUCTURAL) Dote 2/6/2008
DOUBLE 2"x6 5" ❑R Au ROLLFORMED ",.�m.
DOUBLE STEEL C BEAM is FASCIA (NON— MUSA10Jw9
STRUCTURAL) ���NTs '°°'1a of 10
SOLID COVERS 4.0: 2.5"PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES Metals USA Building Products
2.5'x6'Flat Panel Sin le Span)MU22 2.5'x6'Flat Panel Mulb's an MU22 2.5'x12'Twin Vee Pane! Sin le and Muftis an MU26 227 South Town East Blvd
Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Mesquite,TX 75149 O
Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp 8 Exposure C (972)285-8811 tv4�f �� P rM4�may,
( s n 90 90 105 110 120 130 s in 90 90 105 110 120 130 s lin 90 90 105 110 120 130 F(972)882-8818
10 0.020 14'-3' 12'-11" 11'0" 10'4;' 9'-7 8'-10' 10 0.020 14'-3' 12'-11' 1V-0- 10'S' 9'-7' 8'-10- 10 0.020 14'-10 14'-10" 12'-0" 12'-0" 10'-10" 9'-10"
LIVE tic
0.024 16'•5' 14'-10 12'•8" 12'1' 1 V 10'-2' LIVE 0.024 16'-5' 14'-10' 12'-8" 12'-l" 11'-0' 10'-2' LIVE 0.027 1fi'-4' 16'-4" 14'•9" 14'-3" 13'-5' 12'-9" Carl Putnam,P.E.
0.032 19'-10' 18'-8" 15'-11 15'-2" 13'-11" 12'-9' 0.032 19'.10 18'-8' 15'-1 1- 15'-2- 13'-11" 12'-9" 0.040 18'-5' 18'-5" 16'-10' 16'-3" 1S%4" 14'-6" 3441 lvylink Place
0.040 21'-2" 21'-2" 19'-2" 18'-3' 16'-8' 15'•5" 0,040 21'-2" 21'-2' 19-2' 18'-3" 16'-8' 15'•5- Steel 0.018* 14'-2" 14'-2" 12'-5" 1 F-10" 10'-9" 9'-1 1' Lynchburg,VA 24503
Steel 0.018 15'-7' iT-10" 11'•5" 10'-10" 9'•8" 8'-0" Steel 0.018 15'-T 13'-10" 11'-5' 10'-10 9'-8" 8'S" Steel 0.024* 17"-4 17'-4" 15'-5" 14'-8" 13'-5' 17-4" carlputnamQcomcast.net -
OFCAU
20 0.020 12'•5" 12'-5" 11'-0- 10'-6" 9'-7" B'-10" 20 0.020 12'-5' 12'-5' 11'-0" 10'-6" 9'.7" 8'-10" 20 0.020 10'-9" ]0'-9" 10'-9" 10'-9" 1Q'-9" 9'10"
LIVE 0.024 14'•6" 14'-6- 12%8" 12'-1' 1V-0" 10'-2" LIVE 0-024 14'-6' 14'-6" 12'-8" 12'-1" 1V-0' 10'-2" LIVE 0.027 13'-0' 13'-0' 13'-0" 13'-0" IT-0- 12'-9" February 15, 2008
0.032 16'-0' 16'-0" 15'-1 i 15'-2' 13'-11- 12'-9- 0.032 16'-0" 16'-0" 15-11' 15'-2' 13'-11' 12'-9' 0.040 14'-10 14'-10"14'-10"14'-10"14'-10' 14'-6"
0.040 17'-2- 17'-2' 1 7-2" 11'-2" 16'-8' 15'-5- 0.040 1T-2' 1T-2" 1T-2' 17'-2' 16'-8" 15'-5" Steel 0.018' 10'-3' 10'-3' 10'-3" 10'-3' 10'-3' 9'-11' MAXIMUM ALLOWABLE TRIG WIDTH FOR PANEUHEADERfSCREW COMBINATIONS
Steel 0.018 13'-8' 13'-8" 11'-5" 10'-10 9'-8' 8--8" Steel 0.018 13'-8' 13'-8" 1 V-5' 10'-10 9'-8" 8'-8" Steel 0,024' 12'-8' 12'-B" 12'-8" 12'-8" 12'-8" 12'-4" Panel Number of 010 Sheet Metal Screws Required per foot
25 0.020 12'-2" 12'-2' 1 V-0' 10'-6" 9'-7' 8'-10" 25 0.020 12'-2' IT-2- 11'-0' 10'-6" 9'.7" 8'-10" 25 0.020 10'-6" 10'-6' 10'-0" 10'.6" 10'-6" 9'-10" thick- Iat Header/Panel Connection
0.024 14'-2" 14'-2' 12'-8' 12'-1" 1V-0" 10'-2' 0.024 14'-2' 1V-2" 12'-8- 12--1` 11'-0- 10'-2" 0.027 12'-0' 12'-9" 12'-9" 12'-9" 12'-9" 12'-9' Headers ness 2 3 4 2 3 4 2 3 4 3 4 5
0.032 15'-9" 15'-9" 15'-9" 15'-2" 13'-11 17-9" 0.032 15'-9' 15'-9" 15'-9' 15'-2' 1T-11' 12'-9' 0.040 14'-8" 14'-8' 1V-8- 14'-8" 14'-8' 14'-0' in 90 mph Ex B 90 mph Ex C 110 m h Ex C 130 m Ex C
0.040 16'-11 16'-11 16'-1] 16'-11' 16'-8' 15'-5" 0.040 16'-11 16'-11'16'-11"18'-11' 16'-8" 15'-5" Steel 0.018' 10'-0" 10'-0' 10'-0" 10'-0" 10'-0" 9'-11" All Beams 0.018 T MAX MAX 5' 8' MAX 4' 5- MAX 5' MAX MAX
Steel 0.018 13'-4" 13'-4" 11'-S' 10'-10 9'.8" 8'-8' Sleet 0.018 13'-4` 13'-4" 1l'-5' 10'-10 9'-8" 8'-a' Steel 0.024' 12'-5' 12'-5" 17.5" 12'S' 12'-5" 12'4" Ail Fascia 0.018 MAX MAX MAX 5' MAX MAX 1 4' 1 MAX MAX MAX MAX MAX
30 0.020 11'-1" 11'-1' 11'-0' 10'S' 9'•7' 8'-10' 30 0.020 11'-1" 11'-1" 11'-0- 101S" 9'-7" 8'-10' 30 0.020 9'8' 90-6` 9'.6" 91S" 91-6- 9'-0" All Beams 0.024 9' 13' MAX T 11' MAX 5' 1 T MAX 6' 8' MAX
0.024 17-11 12'-11 12'-e" 12'-1" 11'-0' 1 T-2' 0.024 12'-11"12'-11' 12'-6' 12'-1" 1 V-0" 10'-2' 0.027 1 V-8' 1 V-8" 1 V-8- 111-8" 1 V-8- 11'-a' A!I Fascia 0.024 9' MAX MAX T MAX h1AX 5' MAX MAX MAX MAX MAX
0.032 IV-1 01 1V-10' 14'-10 14'-10 13'-11" 12'-9" 0.032 14'-t0 14'-10'1V:10T 14'-10'13'-11' 12'-9" 0.040 13'-10 13'-10"13'-10"IT-10'13'-10"13'-10" All Beams 0.027 10' MAX MAX 8' 17 MAX 5' 8' MAX 7- 9' MAX
0.040 ]6'-0' 16'-0" 16'-0' 16'-0" 16'-0' 15'-5' 0.040 16'-0` 16'-0" 16'-0' 16'-0` 16'-0" 15'-5" Steel0.018' 9'-1" 9'-1" 9'-1' 9'-1" 9'•1" 9'-1' Alt Fascia 0.027 MAX MAX MAX B' MAX MAX 5' MAX MAX MAX MAX MAX
Steel 0.018 12'-3" 12'-3' 1 V-5" 10'-10 9'-8' 8'-8' Steel 0.018 12'-3' 12'3' 1 V-5'110'-10- 9'-8" 8'-8" Steel 0.024' 11'•5' 11'-5" 11'-5" 11'•5" 11'5- 11'5" ANBeams 0.032 12' MAX MAX 10' 15' MAX 6' 10' MAX 8' MAX MAX
40 0.020 9'�" 9'$' 9'8" 9'8" 9'-7" 8'-10' 40 0.020 9'�" 9%8" 9'8' 9'•8' 9'-7" 8'•10' 40 0.020 8'-1' B.A. 8'-1" V-1" 8'-l" 8'-l' State Fascia 0.032 MAX MAX MAX 9' MAX MAX 6' MAX MAX MAX MAX MAX
O.D24 11'-3" 11'-3' 1 t'-3' 3' 11'-0' 10'-2' 0.024 1l'-3" 1 V-3" 11'-3" 11'-3' 11'-0' 10'-2' 0.027 10'-1' 10'-1" 10'-1" 10'-1' 10'-1" 10'-1" 0.04D'Fascia O.Q32 MAX MAX MAX 10' MAX MAX 6' MAX MAX MAX MAX MAX
0.032 1V-7" 13'-7' 1V-7" 13'-7" 13'T 1Z'-9" 0.032 13'-T 13'-7" 13'-7` 13'-T 13'-T 12'-9" 0.040 12'-T 17-T 12'-T 12'-7" 12'-T 12'•T Steel Ga Fascia 0.032 MAX MAX MAX 9' MAX MAX 6' MAX MAX MAX MAX MAX
0.040 14'-T 14'-7" 14'-7" 14'-7 14'-7" 14'-7' 0.040 14'•7" 14'-7' 14'-7' 14'-7" 14'-7" IV-7" Stee10.O1B" T-11" 7'-1 1" T-11" T-11" T-11' T-11" All other Fascia 0.032 MAX MAX MAX 10' MAX MAX 6' MAX MAX MAX MAX MAX
Steel 0.018 10'-7" 10'-7' 10'-7- 10'-7` 9'-8". 8%8' Steel 0.018 10'-7- 10'-7" 10'-7` 10'-7- 91-8' 8'-8' Steel 0.024' 9'-11" 9'.11' 9'-11" 9'-11" 9'-11" 9'-11` Alum3x8 0.036 MAX MAX MAX 10' MAX MAX 7' MAX MAX MAX MAX MAX
60 0.020 7'-11" T-11- T-11' 7"-1 1" 7'-11' T-11' 60 0.020 7'-11" 7'-11' T-11" 7'-11' T-11" T-11' 60 0.020 V-5' 6'-5" 6%5" 6'-5" W-5" 6'-S" All Other Beams 0.036 MAX MAX MAX MAX MAX MAX 7' MAX MAX MAX MAX MAX
0.024 9'-3" 9..3 9'-3- 9'-3" 9'-3' 9'-3' 0.024 9-3- 9'-3- 9'.3" 9'-3" 9'-3' 9.3- 0.027 8'-3" 8'-3" 8'-3" 8%3" 8'-3' 8%3" State Fascia 0.036 MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX
0.032 11'-5' 11'-5' 11'-5' 11'-5" 11'-5" 11'-5" 0.032 1 V-S" 1 V-5' 11'-5' 1 l'-5' 11'-5' 11'-5' 0.040 10'-6" 10'-6' 101-6" 10'$" 101-6' 101-6" 0.040'Fascia 0.036 MAX I MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX
0.040 12'-9' 12'-9" 12'-9" 17-9" 12'-9" i7-9" 0.040 12'-9" 12'-9" 12'-9' 12'-9', 12'-9" 12'-9' Steel 0.018' 6'-5' 6'-5" 6'-5' 6'5" 6'-5' 6'-5" Steel 24Ga Fascia 0-036 MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAXI MAX
Stwl0.018 8'-7" 8'-7' 1 8'-7` 1 8'-7' 8'-7" 8'-7' Stee10.01 8'-7' 8'-7" 8'-7" 8'-7" 8'-7" 8'-T' Stee10.024' 8'-2" 8'4" 1 8'-2" B'-2" 8'-2" 8'-2" N Other Fascia 0.036 MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAXJ MAX
TABLE 4.13 TABLE 4.14 TABLE 4.15 Alum 3x8 0.04 12' MAX MAX 10' 15' MAX T 10' IX 8' 1 V MAX
2.5 k8'Flat Panel SI» le S an MU21 2.5'xe'Flat Panel Multls n MU21 STEEL 2.5'�c12'Twin Vee Panel Sin Is S n On MU26 Other Beams 0.04 15' MAX MAX 17 MAX MAX 8' 17 MAX 10' MAX MAX
Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure State Fascia 0.04 10' MAX MAX 9' MAX MAX 6' .9' MAX T. MAX MAX
Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp 8 Exposure C Snow Load Gauge Exp B Exposure C 0.040'Fascia 0.04 MAX MAX MAX 10' MAX MAX 6' MAX MAX 8' MAX MAX
s In 90 90 105 110 120 130 s n 90 90 105 110 120 130 s in 90 90 105 11Q 120 130 Steel 24 Ga Fascia 0.04 MAX MAX MAX 9' MAX MAX 6' 9' MAX 8' MAX MAX
10 0.022 IT 4" 12'-0" 10'-3' 9'-9' 8'-11' 8'-3' 10 0.022 17-3" 12'-0' 10'-3' 9'-9" 8'-11' 8'-3" 10 0.018' 16'-2" 1V-7" 12'-5" 11'-10' 10'-9' 9'-11" All Other Fascia 0.04 MAX MAX MAX 10' MAX MAX 7' MAX MAX MAX MAX MAX
LIVE 0.028 15'S' 14'-2' 12'-1" 11'-6" 10'•7' 9'-9' LIVE 0.028 14'4" 14'-2" 12'•1" 11'.6' 10'-7" 9'-9' LIVE 0.024' 19'-9" 18'-1` 15'-5" 14'S" 13'5" 12'-4" lum 3x8 0.05 12' MAX MqX 10' MAX MAX T 10' MAX 8' MAX MAX
0.035 18'-4' 16'-7' 14'-2" 13'-6" 12'-4' 11%5" 0.035 16'-W 16'-7" 14'-2' 13'S' 17-4' 1V-5" 20 0.018' 12'-5" 12'-5" 12'-5" ll'-10 10'-9" 9--11" All Other Beams 0.05 MAX MAX MAX IV MAX MAX 10' MAX MAX MAX MAX MAX
0.040 19'-8" 18'-4" 15'-7' 14'-11 13'-7" 12'-7" 0.040 18'-3' 18'•3' 15%7' 14'-11' 13'-7' 17-7" LIVE 0.024' 14'S" 1V-5- 14'-5" 14'-5' 13'-5- 12'-4' State Fascia 0.05 MAX MAX MAX 9' MAX MAX 6' MAX MAX MAX MAX MAX
20 0.022 12'-2' 12'-0" 10'-3' 9'-9' 8'-1 1" 8'-3' 20 0.022 8%9" 8'-9" 8'-9" 8'-9" 8--9" 8'-3- 25 0.018- 12'-1" 12'5' 12'-5" IV-10 10'-9" 9'-11" 0.040'Fascia o.05 MAX MAX MAX 10' MAX MAX 8' MAX MAX MAX MAX MAX
LIVE 0.028 13'-11" 13'-11 12'-1" 11'-V 10'-7' 9'-9' LIVE 0.028 10'-4" 10'-4' 1o'-4' fo'-4" 1o'-4" 9%9" 0.024' 14'-2" 141•5' 14'S" id'-5" 13'-5' 12-4" Steel 24 Ga Fascia 0.05 MAX MAX MAX 9 MAX MAX 8' MAX. MAX MAX MAX MAX
Q.035 15'-2' 15'-2" 14'-2' 13'6" 17-4" 11'-5' 0.035 12'-0' 12'-0' 12'-0' 17-0" 17-0' 11'-5' 30 0.018' 11'-1' 11'-1' 111•1" 11'-1" 10'-9" 9'-11" I Other Fascia 4-05 MAX MAX MAX MAX MAX MAX T MAX MAX MAX MAX MAX
0.040 15'-10 15'-10 15'•7" 14'-11" 13'-7- 12'•7- 0.040 13'-2" 13'-2' 13'-2' 13'-2- 13'-2' 12-4- 0.024' 13'-0" 13'-0' 13'-0" 13'-0" 13'-0' 12'-4' All panel thicknesses are for aluminum Table 4.18
25 0.022 t t'-10' 11'-10 10'•3" 9'•9' 8'-11' 8'-3" 25 0.022 8'•7" 8'-7" 8'-7" 6'-7" V-7" 8'-3' 40 0.01 a" 9'-e" 9'S" 9'-0" 91-8" 9'-8" 9'-8" All Steel Panels use 0.050'thickkness
0.028 13'-7' 13'-7' 12'-1" 1 V-6" 10'-7" 9'-9" 0.028 10'-1' 10'-1" 10'-1' 10'-1" 10'-1" 7-9' 0.024' 1 V-4" 11'-4" 11'-4" 1 V-4- 1 V-4* 11'-4" "MAX'means maximum possible tributary width
0.035 14'-11 14'-11 14'-2` 13'•6" 12'-4" 11'-5' 0.035 11'-9- 11--9" 11'•9' 11'-9" 11'-9" 11'-5' 60 0.018.. T-11- T-11" T-11" T-11" T-11' -- (Double 2'x6.5"require the specified number of screws per header
D.040 15'8" 15'-8" 15'-7' 14'•11" 13'•7" 12'-7" 0.04Q 12'-11"12'-i1"17-11"12'11'12'11" 12'-7" 0.024' 9'4" 9'-4" 9'4" 9'-4" 91-4" 9'-A" Other double headers only require the given number
30 0.022 10'-10' 10'-10 10'-3" 9'-9" 8'-11' 8'-3- 30 0.022 7'•10" T-10' T-10' T-10' T-10' T-10' If panel thickness Is not listed then use next smallest gauge.
0.028 12'-6' 12'S" 12'-1' 11'.6" 10'•7' 9'-9" 0.028 9'-3" 9'-3" 9-3" 9'-3" 9'3" 9'-3' This table specifies screws per foot of panel.6'panels would use half the numberper panel.
0.036 14'-0' 14'-0' 14'-0' 13'-6" 12'-4" 1l'-5' 0.035 10'•9- 10'-9' 10'-9" 10'-9' 10'•9' 1D'-9' 24"panels would use double per panei
0.040 14'-9' 14'-9' 14'•9" 1V-9' 13'-7" 12'-7' 0-040 11'-10 11--10"l l'-10"11'-10"11'-10"1V-10
40 0.022 9'-5' 9'•5" 9'-S" 9'3" 8'-11" 8'-3" 40 0.022 6'-10" 6'-10" 6-10- 6'-10' 6'-10' -10"
0.028 10'-10' 10'-10' 10'-10"10'•10" 10'-7" 9'9" 0.028 8'-0" 8'-0" 8'-0" 8'-0" 8'-0"
C.035 12'-2' 12'-2- 12--2' 12'-2" 12'-2- 11'-5" 0.035 9'4' 9'-4" 9'-4- 9'4" 9'4" 9'4-
0.040 13'-1' 13'-1" 13'.1' 13'-1' 13'-1" 12'-7- 0.040 10'-3" 10'-3" 10'-3' 10'.3' 10'•3" 10'-3'
60 0.022 T-8" 7'-8' 7'S" T-8' T5' 7'-8" 60 0.022 5'-T" 5'-7" 6-7" 5'.7" 5'-7- 5'-7"
0,028 V-10' B'-10" 8'-10" 8'-10' 8'-10' 8'-10" 0.028 6'-7" 6'-T 6'-7" 6'-7" 6'-7" 6'-7" 2/612008
0.035 IT-0' 10'-0" 10'-0" 10'-0" 101-0' 10'-0" 0,035 T-8" 7'8" T-8" T-8" 7'-8- T-8' Page 3 of 47
0.040 10'-9'I 10'-9' 10'-9" 10'-9"1 10'.9'1 10--9" 0.C40 1 8'-5" 8'-5" 8'-5" 8'-5" 8%5" 8'•5"
TABLE 4.16 TABLE 4.17
SOLID COVERS 4.0:MISCELLANEOUS SPANS FOR COMMERCIAL AND PATIO STRUCTURES Metals USA Building Products
2.5Sc24'Tri Vee P el(Slnqle and Multis an MU25 2.5'x24'Tri Star Panel Sin le and Mullis an MU24 24'Patti rt Si le and Multis n MU23 227 South Town East Blvd
Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Mesquite,TX 75149
Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp 8 Exposure C (972)285-8811
s in 90 1 90 105 110 120 130 sf in 90 1 90 105 110 120 130 s in 90 90 105 110 120 130 F(972)882.8818
70 0.018 12'-3" 11'•11 10'-0" 9'-5` 8'-6" 7'-8" 10 0.020 13'-0" 12'-10' 11'-7" ll'-2" 10'-3- 9'-5" 10 0.026 12'-4" 12'-4" 10' 10' 10'-4" 9'-0" 8'-9"
LIVE 0,024 13'-4" 13'-4" 12'-0" 11'-8" 10'.11 10'-0' LIVE 0.025 13'11 13'•10 12'-5" 12'-l" 1 V-4" IV-9"I LIVE C.025 13,-7" 13'-7" 12'-2" 11'-10 11'-1" 10'-3" Cart Putnam,P.E.
0.032 14'-8" 14'-8" 13'-3" 12'-10 12'-l" 1V-5" 0.032 15'•1" 15'-0" 13'-6" 1T-1" 12'.4" 11'-8" 0.032 14'-9' 14'-9" 13'-3" 12'-10" 12'-1" 1V-6" 3441 tvylink Place
0.040 15'-10 15'-10 14'-3" 13'-10 13'-0" 12'-4" Steel0.015 14'-1' 13' t0" 11'-5" 10'-10 91-8" 81-8" 0.040 15'•9" 15'-9" 14'-3" 1T-10 13'-0" 12'-4" Lynchburg,VA 24503
20 0.018 11%7" 8'-7" 8'-7" B'-7" 8'-6" T-8' Steel 15%9' 15'-9- 13'.5" 12'-9" 11'-7" IV-6" 0.05016'-11' 16'-11' 15'-5" 14'-11' 14'-1" 13'-4" cartputnam@comcastnot
LIVE 0.024 1O'$' 10'-8" 101-8" 101-8" 101-8" 10'-0" 20 0.020 10'-2" 10'-2' 10'-2" 10'2" 10'-2" T-5' SteelO.Ot814'.10' 14'-10"12'-1i' 12'-4" 11'-3" 10'-4"
0.032 l l'-10' 11'-10 11'-10' 11'-10 11'-10 1 V-5" LIVE 0.025 1 V-2' 1 V-2" 11'-2- 1 l'2" 1 V-2" 10'-9" Ste e10.024 17'-1" 1 T-1" 15'-0' 14'-3" 13'-0" 121-0"
0.040 17-8' 12'-8" 12'-8" 12'-8" 12'-8' 12'-4" 0.032 12'-1" 12'-l" 12'-1" 12'-1" 12'-1' 1 V-8" Ste 0.030 18'-10' 18'-10 16'-9" 16%0" 14'-7" 13'-5- MAXIMUM ALLOWABLE TRIB WIDTH FOR PANEL/HEADER/SCREW COMBINATIONS
25 0.018 V-4" 8'4" 8'-4- B'-4" 8'-4" TV Steel 0.015 9'4' 9'-8" 91-8' 9'-8" 9'-8" 8'-8" 20 0,020 8'-10" 8'-10" 8'-10' T-10" 8'-10" 8'-9" Number of 814 Sheet Metal Screws Required per foot Panel
0.024 1D'-5" 10'S" 10'-5" 10'-5" 10'-5" 10'-0" Steel 0.018 1 V-2" 1 V-2" 1 l'-2" 1l'-2" 1 V-2' 10'-6' LIVE 0.025 10'-5" 10'-5" 10'-5' 10'-5" 10'-5" 10'-3" at Header/Panel Connection lhick-
0.032 1 V-7" 1l'-T 1 V-7" 1 V-7' 11'-7" 1 V-5" 25 0.020 9'-11" 9'-11" 9'-11" 9'-11" 9'-11" 9'-5' 0,032 1V-10 11'.10 11'-10"11'-10 11'-10 11'-0" Headers 2 3 2 I 3 2 I 3 2 I 3 1 4 ness
0.040 12'-6" 12'-6' 12'-0" 12'-6' 12'-6" 12'-4" 0.025 10'-17 10'-11' 10'-11"10'-11"10'-11" 10'-9" 0.040 12'-8" 12'-8" 12'-8" 12'-8` 12'-8" 12'-4" 90 mph Ex B 90 mph Esc C 110 mph ExpC 130 m h C in
30 0.018 T-6' T-6" T-6" T-6' 7'-6' 7'6" 0.032 11'-10' l l'-10 11'-10' 11'-10'11'-10 11'-8" 0.050 13'-7" 13'-7" 13'-7" 13'-7" 13'-7" 1T-4' All Beams 9' MAX 8' MAX 5' MAX 4' MAX MAX 0.018
0.024 9'-6" V-6" 9'-6- 9'-6" 9'-6` 9'-6' Steel 0.015 9'-5" T-5" T-5" T-5" 9'•5" 81-8" Steel 0.018 10'-8" 10'-8' 10'-8" 10'-8" 10'-8" 10'-4" All Fascia MAX MAX MAX MAX MAX MAX MAX MAX MAX 0.018
0.032 10'-11 10'-11 10'-11' 10'•11 10'-11 10'-11 Steei.0.018 10'-1 1' 10'-11 10'-l1 10'"11 10'-11 10'-6" Steel 0,024 12'-5" 12'-5" 12'-5" 12'-5' 12'-5" 12'-0" Ali Beams 12' MAX 10' MAX 7' MAX 6' 8' MAX 0.024
0.040 11'-9" 11'-9" 11'-9" 11'-9" 11'-9" 11'-9' 30 0.020 9'-0" 9'-0' 9'-0" 9'-0' 9'-0" 9'•0" Stee10,030 13'-10 X-10' 13'-10 IT-10 13'-10 13'-5" All Fascia MAX MAX MAX MAX MAX MAX 6' MAX MAX 0.024
40 0.016 B'-4" B'4" 6'-4" 6'4' 8'4' 6'-4" 0.025 10'4" 10'-4" t0'4' t0'-4" 10'4" 10'-4" 25 0.020 8'•7" 8'-7" 8'•7" B'-7" 8'7' 8'7" Ali Beams MAX MAX 71' MAX 8' MAX 6' 10, MAX 0.027
0.024 8'-2" 8'-2" 8'-2" 8'-2" 8'-2" 8-2' 0.032 1 V-2" 1 V-2" 1 V-2" 1 V-2" 1 V-2" 1 l'-2" 0.025 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" All Fascia MAX MAX MAX MAX MAX MAX 6' MAX MAX 0.027
0.032 9'-10' T-10" 9'-10" 9'-10' 9'-10" T-10" Steei 0.015 8'-0" 8'-6" 8'-6" 8'-6' 81-6" 8'-0" 0.032 11'-7' 1 V-7' 1 V-7" 11'-7" 1l'-7" 11'-6" All Beams MAX MAX 13' MAX 9' MAX 8' MAX MAX 0.032
0.040 10'9" 10'-9" 10'-9' 10'-9" 10'-9" 10'-9" Steel 0.018 9'-11" 9'-1 1" 9'-11" 9'-11" 9'-11" 9'-11" 0.040 12'-6' 12'-6" 12'-6" 12'-6" 12'-6" 12'4" State Fascia MAX MAX MAX MAX 8' MAX T MAX MAX 0.032
60 0.018 4'-11" 4'-11" 4'-11" 4'-1 1" 4'-1 1" 4'-11" 40 0.020 7'-8' 7'-8" 7'-8" T-S' TV T$" 0.050 13'-5" 13'-5" 13'-5" 13'•5" 13'-5" 13'-4' 0.040"Fascia MAX' MAX MAX MAX MAX MAX MAX MAX MAX 0.032
0.024 6'-7" 6'•7" 6'-7" 6'-7" 6'-T' 6'-7' 0.025 9'-0" 9'-0" 9'-0" 91-0' T-o" 9'-0" Steel 0.018 1T-5' 10'-5" 10'-5" 10'-5" 10'-5" 10'-4" Steel 24 Ga Fascia MAX MAX MAX MAX B' MAX 7' MAX MAX 0.032
0.032 8'-0" 8'-0" T-0" 8'-0" 8'-0" 8'•0" 0.032 10'-2" 10'-2" 10'-2" 10'-2- 10'-2" 10'.2" Steel 0.024 12'-2" 12'-2" 12'-2" 12'-2" 12'-2" IT-O" All other Fascia MAX MAX MAX MAX MAX MAX MAX MAX MAX 0.032
0.040 9'-0" 9'-0" T-0" 9'-0" T-0" 9'-0" Stee10.015 T-l" T-1" T-1" 7'-l" T-l" T-1" Stee10.030 13'6" 13'-6" 13'-6" 13'-6" 13'-0" 13'-5" Alum 3x8 MAX MAX MAX MAX MAX MAX MAX MAX MAX 0.036
TABLE 4.20 Steel 0.0IS 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 8'S" 30 0.020 T-10" 7-10' V-10" T-10" T-10" T-10" All Other Beams MAX MAX MAX MAX MAX MAX MAX MAX MAX 0.036
2'x6"Flat Panel Sin le and Multis an MU22 60 0.020 6'-l" 6'-l" 6'-1" 6'A" 6' 0.025 9'-4' 9'-4" 9'-4" 9'-4" 9'-4" 9'-4" State Fascia MAX MAX MAX MAX MAX MAX MAX MAX MAX 0.036
Ground Panel Wind Speed and Exposure 0.025 7'-0" T-3' 7-3" 7'3" 7'-3" T-3'-1" 0.032 10'-10 10'-10 10-10' 10'-10 10'-10' 10'-10 0.040"Fascia MAX MAX MAX MAX MAX MAX MAX MAX MAX 0.036
Snow Load Gauge Exp B Exposure C 0.032 8'-4" 8'-4" 8'-4" 8'-4" B'-4" 8'4" 0,040 1 V-9" 1 l'-9' I V-9" 1 V-9" 11'-9" 11'-9" Steel 24 Ga Fascia MAX MAX MAX MAX MAX MAX MAX MAX MAX 0.036
s in 90 90 105 110 120 130 Steel 0.015 V-5" 5'•5" 6-5. 5'.5' 5'-5" 5'-5" 0.050 12'-8" 12'-8' 12'-B" 12'-8" 12'-8'. 12'-8" All Other Fascia MAX MAX MAX MAX MAX MAX MAX MAX MAX 0.038
10 0.020 12'-10 12'-7" 10'-9" i0'-3" 8'-2" T-1" Steel 0.018 6'-9" 6'-9" 6'-9' 6'-9" V-9" 6--9" Steel 0.018 9'-0" 9'-0" 9'-0" 9'-6" 9'S" 91-6" Alum 3x8 MAX MAX 14' MAX 9' 14' 8' 12' MAX 0.040
LIVE 0.024 14'-6" 14'�6` 12'-7" 12'-0" 9'-7" 8'-4" TABLE 4.21 Steel 0.024 1 V-2" 11'-2" 11'-2" 11'-2" 1 V-2' 11'-2' All Other Beams MAX MAX MAX MAX 11' MAX 9' MAX MAX 0.040
0.032 1V-11 15%11 14'-5" 14'-0" 11'-10' 10'-8- Steel 0.030 12'-5" 12'S" 12'-5" 12'-5" 12'-5" 12'-5" State Fascia MAX' MAX MAX MAX 8' MAX T MAX MAX 0.040
0.040 1 7"-0" 170" 15'•7" 15'-l" 12'-9- 11--8-1 40 0.020 V-10" 6'-10" 6'-10" 6'-10" 6--10" 6--10" 0.040"Fascia MAX MAX MAX MAX 9' MAX 7' MAX MAX 0.040
20 0.020 9'-2'. 9'-2" 9'-2" T-2" 8'-2' T-1" 0.025 8'-l' 8'-1" 8'A" 8'-1" 81•1" 8'-1' Steel 24 Ga Fascia MAX MAX MAX MAX B' MAX T MAX MAX 0.040
LIVE 0.024 10'-9" 1O'-9" 10'-0" 10'-9' 9'-7' 8'4" 0.032 9'-5" 9'-5" 9'-5" 9'-5" 9'-5- 9'-5" All Other Fascia MAX MAX MAX MAX MAX MAX I 8' MAX I MAX 0.040
0.032 12'-9" 12'-9" 12'-9" 12'-9" 1 V-10' 101-8" 0.040 10'-8" 10'-8' 10'-8' 10%8" 10'-8" 10'-8" Alum 3x8 MAX MAX 14' MAX 9' MAX 8' MAX MAX 0.050
0.040 13'-9" 13'-9" 1 X-9" 13'-9" 12'-9" 11'-8" 0.050 1 V-6" 1 l'-0" 1 V-6" 1 V-6' 1 V-6" 1 V-6" Alt Other Beams MAX MAX MAX MAX MAX MAX MAX MAX MAX 0.050
25 0.020 81•11" 8'-11" 8'-11" 8'-11" 8'-2" 7"-1" Steel 0.018 8'-3" 8'-3" 8'-3" 8%3" 8'-3' 8'-3' State Fascia MAX MAX MAX MAX 8' MAX 7' MAX MAX 0.050
0.024 101-6" 10'-0" 1V-6" 1V-6` 9'-7" 8'4" Steel 0.024 9'-8" 9'-8" 9'-8' 9'-8' 91-8" 9'-8" 0.040'Fascia MAX MAX MAX MAX MAX MAX MAX MAX MAX 0.050
0.032 12'-7" 12'-7" 12'-7' 12'-7' 11'-10 10'•8" Steel 0.030 10'-10 10'-10 10'-10 10'.10 10'-10' 10'-10 Sleet 24 Ga Fascia MAX MAX MAX MAX B' MAX MAX MAX MAX 0.050
0.040 13'-6' 13'-6" IT-6* 13'-6" 12'-9' 11'-$' 60 0.020 5'-7' 5'-7" 5-7" 5'-7" 5'•7" 5'-7' All Other Fascia MAX MAX MAX MAX I MAX MAX MAX I MAX MAX 10.050
30 0.020 8'-2" 8'2" 8'-2" 8'•2' 8'-2' T-1" O;TEaOFESS/per 0.025 6'-7" 6'-7" 6'-7" V-7" V-7" 6'-7' All panel thicknesses are for aluminum Table 4.19
0.024 9'-T 9'-7" 9'-7" 9'-7' 9'-7' 8'-4" P(� !
Q�' T e� 0-032 T-9" 7'-9" 7'-9" T-9" 7•-9" T-9" All Steel Panels use 0.050'thickkness
0,03211'-10 11--10 11'-10 11'-10 11'-10 0-040 8•9 B-9 8-9 8•9 8'-9 B'-9 "MAX'means maximum
10'•8' titi P Z
� ' " ' " ' " ' " " '
y C.r s possible tributary width
0.040 12'-9" 12'-9" 12'-9" 12'-9" 12'-9" 1 t'-B' rrn 0.050 9'-9" 9'-9" T-9" 9'.9" 9'-9" 9'-9" Double 2"x6.5'require the specified number of screws per header
40 b-020 T-1' T-l" T-1" T-l" T-1" T-1" C SB 39 n Steel 0.018 6'-8" V-8" 6'-8" V-8' 6'-8" 6'-8" Other double headers only require the given number
0.024 8'4` 8'4" 8'-4" 8'-4" 8'-4" 8'-4" 5;30f' r
k � �520`J� { Steel 0.024 T-11" T-11" T-11' T-11' T-11" thickness If panel Ihness is not listed then use next smallest gauge.
0.032 10'$" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" Steel 0.030 8'-11'1 8'-11` 8'-11" T-11' 6'-11" 8'-1 i"
O.C40 11'-8' 11'8" 11'8' 11'-8" 11'-8" 11'-8" J'T4 TABLE 4,22 24"panels would use double per panel
60 0.020 V-9" V-9" V-9" 5'-9' 5'-9" 5'-9" OFC Lt
0.024 6'-9" 6'-9" 6'•9' V-9" 6'-9' 6'-9"
0.032 8'-8" 8'-8" T-8' 8'-8' 8'-8" 8'-8" TABLE 4.23 February 15, 2008 2/612008
0.040 10'-1 10'-I" 10'-l" 10'-1" 10'-1" i0'-1' Page 4 of 47
SOLID COVERS 4.0;WESTERN PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES
4"x12"Western Vee Panel Sin le S an MU35 4"xl2"Western Vee Panel(Multispan) MU35 3"x24"Western Panel(Single S an) MU39 3"x24"Westem Panel Multispan MU39
Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure
LSnow Load Gauge Exp B Exposure C Snow Load Gauge Exp 8 Exposure C Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C
psf) in 90 90 105 110 (ps (in) 90 90 105 110 ( s� in) 90 90 105 110 ps (in) 90 90 105 110
20 0.020 12'-6" 12'-6" 12'-6" 12'-2" 20 0.020 1D'-10' 10'-10' 10'-10' 10'-10' 20 0.020 9'-9" 9'-9" 9'-9" 9'-7" 20 0.020 8'-9" 8'-9" 8%9" 8'-9"
LIVE 0.024 14'-10' 14'-10' 14'-1D' 14'-3" LIVE 0.025 12'-8" 12'-8" 12'-8" 12'-8" LIVE 0.025 1V-9" 11'-9" 11'-9" 11'-9" LIVE 0.025 10'-10' 10'.10' 10'-10' iU-10'
0.032 17'-9" 17'-9" 17'-6" 16'-8" 0.032 14'-11' 14'-11' 14'-11' 14'-11 0.032 13'-9" 13'-9" 13' 9" 13'-9" 0.032 13'-4" 13'-4" 13`4" 13'-4"
0.040 19'-2" 19'-2" 19'-2" 19'-2" 0,040 17'-2" 17'-2" 17'-2" 17'-2" 0,040 14'-10' 14'-10' 14'-10 14'-10' 0.040 14'-10' 14'-10' 14'-10' 14'-10'
Steel 0.018 15'-7" 15'-7" 15'-4" 14';6" Steel 0.018 12'-9" 12'-9" 12'-9" 12'-9" Steel 0.018 12'-3" 12'-3" 12'-3" 12'-3" Steel0.018 11'-0" 11'-0" 1 11'-0" 11'-0"
Steel 0.024 16-2" 16'-2" 18---2" 18'-2" Steel 0.024 16'-3" 16'-3" 16'-3" 16'-3" 25 0.020 9'-7" 9'-7" 9'-7" 9'-7" 25 0.020 8'-6" 8'-6" 8'-6" 8'-6"
25 0.020 12'-3" 12'-3" 12'-3" 12'-2" 25 0.020 10'-7" 10'-7" 10'-7" 10'-7" 0.025 11'-5" 1 V-5" 11'-5" 11'-5" 0.025 10'•7" 10'"7" 10'-7" 10'-7"
0.024 14'-5" 14'-5" 14'-5" 14'-3" 0.025 12'-5" 12'-5'' 12'-5" 12'-5" 0.032 13'-5" 13'-5" 13'-5" 13'-5" 0.032 13'-0" 13'-0" 13'-0" 13'-0"
0,032 17'-4" 17'4" 17'-4" 16'-8" 0.032 14'-6" 14'-6" 14'-6" 14'-6" 0.040 14'-7" 14'-7" 14'-7" 14'-7" 0.040 14'-7" 14'-7" 14'-7" 14'-7"
0.040 18'-10' 18'-10' 18'-10' 18'-10' 0.040 16'-9" 16-9" 16'-9" 16'-9" Steel 0.018 12'-0" 12'-0" 12'-0" 12'-0" Steel 0.018 10'-9" 10'-9" 10'-9" 10'-9"
Steel0.018 15'-2" 15'-2" 15'-2" 14'-6" Steel 0.018 12'-5" 12'-5" 12'-5" 12'-5" 30 0.020 8'4" 8'-9" 8'-9" 8'-9" 30 0.020 T-8" 7'-8" T-8" T-8"
Steel 0.024 17'-9" 17'-9" 17'-9" 17'-9" Steel 0.024 15'-10' 15'-10' 15'-10' 15'-10' 0.025 10'-6" 10'-6" 10'-6" 10'-6" 0.025 9'-7" 9'-7" 9'-7" 9'-7"
30 0.020 11'-2" 11'-2" 11'-2" 11'-2" 30 0.020 9'-7" 9'-7" 9'-7" 9'-7" 0.032 12'-3" 12'-3" 12'-3" 12'-3" 0.032 11'-10, 11'-10' 11'-10' 11'-10'
0.024 13'-3" 13'-3" 13'-3" 13'-3" 0,025 11'-4" 11'-4" 11'-4" 11'-4" 0.040 13'-9" 13'-9" 13'-9" 13'-9" 0.040 13'-9" 13'-9" 13'-9" 13'-9"
0.032 15'-f 0' 15'-10' 15'-10' 15--10' 0.632 13'-3" 13'-3" 13'-3" 13'-3" Steel 0,018 I V-0"I 1 V-0" 11'-0" ii.-G-1 Steel 0.016 94" V-8" 9'-8"
0.040 17'-10' 17'-10' 17'-10' 17'-10' 0,040 15'-4" 15'-4" 15'-4" 15'-4" 40 0.020 7'-77 7'-7" 7'-7" 7'-7" 40 0.020 6-5" 6'-5" 6'-5" 6'-5"
Steel 0.018 13'-11' 13'-11' 13'-11 13%11' Steel 0,018 1 V-2 1 V-2" 11'-2" 1 V-2" 0.025 9'-1" 9'-1" 9'-1" 9--1" 0.025 8'-3" 8'4" 8'-3" 8'-3"
Steel 0.024 16'-3" 16'-3" 16'-3" 16'-Y Steel 0.024 14'-6" 14'-6" 14'-6" 14'-6" 0,032 10'-8" 10'-8" 10'-B" 10'-8" 0.032 10'-3" 10'-3" 10'-3" 10'.3"
40 0.020 9'-8" 9'-8" 9'-8" 9'-8" 40 0:020 8'-3" 8'-3" 8'-3" 8'-3" 0.040 12'-2" 12'-2" 12'-2" 12'-2" 0.040 12'-2" 12'-2" 12'-2" 12'-2"
0.024 1 V-6" 11'-6" 1 V-6" 11'-6" 0.025 9'-9" 9'-9" 9'-9" 9'-9" Steel 0.018 9'-7" 9'-7" 1 9'-7" 9'-7" Steel 0.018 8'-2" 8'-2" 8'-2" 8'-2"
0.032 13'-9" 13'-9" 13'-9" 13'4' 0.032 1 V-6" 1 V-6" 11'-6" 1 V-6" 50 0.020 6'-9" 6'-9" 6'-9" 6'-9" 50 0.020 5'4" 5'-7" 5'-7" 5'-7"
0.040 15'-1 V 15'-11' 15'-11' 15'-11' 0.040 13'-4" 13'-4" 1314" 13'-4" 0.025 8'-2" 8'-2" 8'-2" 8'-2" 0.025 7'4' 7'-3" 7'-3" 7'-3"
Steel 0.018 12'-2" 12'-2" 12'-2" 12'-2" Steel 0.018 9'-4" 9'-4" 9'-4" 9'-4" 0.032 9'-6" 9'-6" 9'-6" 9'-6" 0.032 9'-2" 9'-2" 9'-2" 9'-2"
Steel 0.024 14'-2" 14'.2" 14'-2" 14'.2" Steel 0.024 12'-6" 12'-6" 12'-6" 12'-6" 0.040 10'-11' 10'-11' 1W-1 V 10'-11' 0.040 10'-10" 10'-10' 10'-10' 10'-10'
50 0.020 8'-8" 8'-8" 8'-8" 8'-8" 50 0.020 7'-3" T-3" 7'-3" 7'-3" Steel0.018 8'-7" 8'-7" 8'-7" 8'-7" 1 Steel 0.018 7'-2" 7'-2" 1 7'-2" 7'-2"
0.024 10'-3" 10'-3" 10'-3" 10'-3" 0.025 8'-9" 8'=9" 8'-9" 8'-9" 60 0,020 6'-2" 6'-2" 6'-2" V-2" 60 0.020 4'-11" 4'-11" 4'-11" 4'-11"
0.032 12'-4" 12'-4" 12'-4" 12'-4" 0,032 10'-4" 10'-4" 10'-4" 10'-4" 0,025 7'-5" 7'-5" 7'-5" 7'-5" 0.025 6'-7" 6'-7" 6'-7" 6'-7"
0.040 14'-3" 14'-3" 14'-3" 14'-3" 0.040 11'-11' 11`-11' 1 t'-11' 1 V-1 V 0.032 8'-9" 8'-9" 8'4' 8'-9" 0.032 8'-4" 8'-4" 8'-4" 8%4"
Steel 0.01810'-11' i0'-11' 1V-1f' 1V-11" Steel 0.018 8'-1" 8'-1" 8'-1" 8'-1" 0.040 10'-0" 10'-0" 10'-0" 10'-0" 0.040 9'-11 ' 9'-11" 9'Ai" L6'-j4
Steel 0.024 12'-9" 12'-9" 12'-9" 12'-9" Steel 0.024 11'-1" 11'-1" 11'-1" 11'-1" Steel 0.018 T-10" T-10" 7'-10" 7'-10" Stee10.018 6'-4" 6'-4" V4."
60 0.020 7'-11" 7'-11'- 7'-11" 7'-11" 60 0.020 6'-6" 6'-6" 6'-6" 6'-6" TABLE 4.26 TABLE 4.27
0.024 10'-11' 10'-11' f0'-11' 10'-11' 0.025 9'-11" 9'-11" V-11" 9'-11"
0.032 11'-3" 11'-3" 11'-3" 11'-3" 0.032 9'-5" 9'-5" 9'-5" 9'-5" Metals USA Building Products Q�pEESS1p
0.040 13'-1" 13'-1" 13'-1" 13'-l" 0.040 10'-11' 10'-11' 10'-1 f' f0'-11' 227 South Town East Blvd � � PUJ'����y
Steel 0.018 9'-2" 9'-2" 9'-2" 9'-2" Steel 0.018 7'-2" 7'-2" 7'-2" 7'-2" Mesquite,TX 75149 G ?y G3
Steel 0.024 1 V-8" 11'-8" 1 V-8" 1 V-8" Steef 0.024 10'-1" 10'-1" 10'-1" 10'-1" (972)28$-8811 t
TABLE 4.24 TABLE 4.25 F(972)882-8818 C 68139 r"
* E Yc�.6/3012 Slam,
Carl Putnam, P, E.
3441 Ivyiink Place r 5�.7 f Cl
Lynchburg,VA 24503 ?n OFC L.k
carlputnam@comcast.net -
February 15, 2008 21612008
Page 5 of 47
Foam Core Sandwich Panels(Retail MU34)
Patio Cover Applications Only
3'Panel 3.5"Panel 4"Panel 6"Panel
Ground Panel Skin Wind Speed(mph)and Exposure Ground Panel Skin Wind Speed(mph)and Exposure Ground Panel Skin Wind Speed(mph)and Exposure Ground Panel Skin Wind Speed(mph)and Exposure
Snow Load Thickness 90B 90C 110C 120C 130C Snow Load Thickness 908 90C 110C 120C 130C Snow Load Thickness 90E! 90C 110C 120C 130C Snow Load Thickness 90B 90C 110C 120C 130C
(ps (in) Allowable Spans ft) (psf) (in) Allowable Spans(ft) (pso (in) Allowable Spans(ft) (ps (in) Allowable Spans(ft)
Live 10 0.024 17,5' 16' 13.5' 12.5' 12' Live 10 0.024 19' 18' 15' 14' 13.5' Live 10 0.024 20.5' 19.5' 16.5' 15.5' 14.5' Live 10 0.024 22' 22' 22' 20' 18.5'
0.032 17 18' 15' 14' 13' 0.032 21.5' 20' 17' 16' 15' T032 22' 21.5' 18' 1T 16. 0.032 22' 22' 22' 22' 21'
Snow 10 0.024 16.5' 16' 13.5' 12.5' 12' Snow 10 0.024 1 18.5' 18' 15, 14' 13.5' Snow 10 0.024 20' 19.5' 16.5' 15.5' 14.5' Snow 10 0,024 22' 22' 22' 20' 18.5'
0,032 18' 18' 15' 14' 13' 0.032 21.5' 20' 17' 16' 15' 0.032 22' 21.5' 18, 1T 16' 0,032 22' 22' 22' 22' 21'
20 0,024 12.5' 12.5' 12.5' 12.5' 12' 20 0.024 14' 14' 14' 14' 13.5' 20 0.024 15, 15' 15, 15' 14.5. 20 0.024 18.5' 18.5' 18.5' 18.5' 18.5'
0,032 13.5' 13.5' 13.5' 13.5' 13' 0.032 15.5' 15.5' 15.5' 15.5, 15' 0.032 16.5' 16.5' 16.5' 16.5' 15' 0.032 22' 22' 22' 22' 21'
25 0.024 12' 12' 12' 12' 12' 25 0.024 13.5' 13.5' 13.5' 13.5' 13.5' 25 0.024 14.5' 14,5' 14.5' 14,5' 14.5' 25 0.024 18, 18' 18' 18' 16'
0.032 13.5' 13.5' 13.5' 13.5' 13' 0.032 15, 1515, 15' i5' 0.032 16' 16' 16, 16' 16' 0.032 21' 21' 21' 21' 21,
30 0,024 11' 11' 11' 11' 11' 30 0.024 12.5' 12.5' 12.5' 12.5' 12.5' 30 0.024 13.5' 13.5' 13.5' 13.5' 13.5' 30 0.024 16.5' 15.5' 16.5' 16.5' 16.5'
0.032 12' 12' 12' 12' 12' 0.032 14' 14' 14' 14' 14' 0.032 15, 15' 15' 15' 15, 0.032 19.5' 19.5' 19.5' 19.5'
40 0.024 9.5' 9.5' 9.5' 9.5' 9.5' 40 0.024- 11' 11' 11' 11' ill 40 0.024 11.5' 11.5' 11.5' 11.5' 11.5' 40 0,024 14.5' 14.5' 14.5' 14.5' 14.5'
0.032 10.5' 10.5' 10.5' 10.5' 10.5' 0.032 12' 12' 12' 12' 12' 0.032 13' 13' 13' 13' 13' 0.032 1 T 1 T IT iT 1 T
60 0.024 8' 8' 8' 8' 8' 60 0.024 9' 9' 9' 9' 9' 60_ 0,024 9.5' 9.5' 9.5' 9.5' 9.5' 60 0,024 11.5' 11,5' 11.5' 11.5' 11.5'
0.032 8.5' 8.5' 8.5' S.
8.5' 0.032 10' 10' 10' 1Q' 10' 0.032 10.5' 10.5' 10.5' 10.5' 10.5' 0.032 14' 14' 14' 14' 14'
Table 4.28 Table 4.29 Table 4.30 Table 4.31
Commercial Cover or Carport Applications
3"Panel 3.5"Panel 4"Panel 6"Panel
Ground Panel Skin Wind Speed(mph)and Exposure Ground Panel Skin Wind Speed(mph)and Exposure Ground Panel Skin Wind Speed(mph)and Exposure Ground Panel Ski Wind Speed(mph)and Exposure
Snow Load Thickness 90B 90C 110C 120C 130C Snow Load Thickness 908 90C 110C 120C 130C Snow Load Thickness 908 90C 110C 120C 130C Snow Load Thickness 90B 90C 110C 120C 130C
ps in Allowable Spans ft psf) in Allowable Spans(ft) (psf) in Allowable S ans{ft (pS in) Allowable Spans(ft)
Live 20 D,024 12.5' 12.5' 12.5' 12' 10' Live 20 0.024 14' 14' 14' 115' 12.5' Live 20 0.024 14' 14' 14' 13.5' 12' Live 20 0.024 17' IT IT 16.5' 15'
0.032 14.5' 14.5' 14.5' 14' 13' O.fl32 f 6.5' 16.5' 16.5' 16' 14.5' 0.032 17' 17' 17' 16' 15' 0.032 20' 20' 20' 19.5' 18'
20 0.032 12.5' 12.5' 12.5' 12' 10' 1 20 0.024 14' 14' 14' 13.5' 12.5' 20 0.024 14' 14' 14' 13.5' 12' 20 0.024 IT 1 17' 17' 16.5' 15'
0.032 13.5' 13.5' 1 13.5' 13.5' 13' 1 1 0.032 15.5' 15.5' 15.5' 15.5' 14.5' 0.032 16.5' 16.5' 16.5' 16' 15' 1 0.032 20' 20' 20' 19.5' 18'
25 0.024 12' 12' 12' 12' 10' 25 0.024 13.5' 13.5' 13.5' 13.5' 12.5' 25 0,024 13.5' 13.5' 13,5' 13.5' 12' 25 0.024 16.5' 16.5' 16.5' 16,$' 15'
0.032 13.5' 13.5' 13.5' 13.5' 13' 0.032 15' 15' 15' 15' 14.5' 0.032 16' 16' 16' 16, 15' 0.032 19.5' 19.5' 19.5' 19.5' 18'
30 0.024 11' 11' 11' 11' 10' 30 0,024 12.5' 12.5' 12.5' 12.5' 12.5' 30 0.024 12.5' 12.5' 12.5' 12.5' 12' 30 0.024 15, 15' 15' 15' 15'
0.032 12' 12' 12' 12' 12' 0.032 14' 14- 14' 14' 14' 0.032 15' 15' 15, 15, 15' 0.032 18' 18, 18, 18, 16
40 0,024 9.5' 9.5' 9.5' 9,5' 9.5' 40 0.024 11' 11' IT 11 11' 40 0.024 11' 11' 11' 11' 11' 40 0.024 13' 13' 13' 13' 13'
0.032 10.5' 10.5' 10.5' 10.5' 0.032 12' 12' 12' 12' 12' 0,032 13' 13' 13' 13' 13' 0.032 15.5' 15.5' 15.5' 15.5' 15.5'
60 0.024 8' 8' 8' 8' 8' 60 0,024 8.5' 8.5' 8.5' 8.5' 8.5' 60 0.024 9' 9 9' 9' 9' 60 0.024 10.5' 10.5' 10.5' 1D.5' 10.5'
0,032 8.5' 8.5' 8.5' 8.5' 8.5' 0.032 10' 10' 10' 10, 10, 0.032 10.5' 10.5' 10.5' 10.5' 10.5' 0.032 12.5' 12.5' 12.5' 12.5' 12.5'
Table 4.32 Table 4.33 Table 4.34 Table 4.35
Required Fastening of Foam
Metals USA Building Products Carl Putnam,P.E. Core Panels to Header*
227 South Town East Blvd 3441 Ivylink Place VSOFES310 Trib Wind Speed(mph)and ExpoJ1.11
Mesquite,TX 75149 Lynchburg,VA 24503 Ap r q, Width 90 C 1110 B 1 110 C 1 120 C 1 1
(972)285-8811 carlputnam@comcast.not 4 R vV F,
F(972)882.8818 +``�' ft OIC Spacing of#14 SM scre
y 4 12" 12" 12" 12"
C 68139 5 12" 12" 12' 11" 9"
* E 61301 p69'� 6 12' 12" 11" 9" 7"
�r 7 12" 11" 9" 8" 6"
8 12" 10" 8" 7" 6"
? 4 9 11" 9" 7" 6" 5"
OF�t1 10 10" 8" 6" 5" 4"
February 15, 2008 11 9" 7" s" 5" 4-
12 8" 7" 5" 4" 4"
13 7" 6" 5" 4" 3" TABLE 4.36
14 7" 6" 5" 4" 3" 2/6/2008
17 6" 5" 4" 3" 3" Page 6 of 47
Foam Core Sandwich Panels with Fan Beam(Detail MU34)
Patio Cover Applications Only,Maximum Weight of Fan is 50 Ibs
3"Panel 3.5'Pa net 4"Panel 6'Panel
Ground Panel Skin Wind Speed(mph)and Exposure Ground Panel Skin Wind Speed(mph)and Exposure Ground Panel Skin Wind Speed(mph)and Exposure Ground Panel Skin Wind Speed(mph)and Exposure
Snow Loac Thickness 908 90C 110C 120C 130C Snow Loac Thickness 908 90C i10C 120C 130C Snow Loac Thickness 90B 90C 110C 120C 130C Snow Loac Thickness 90B 90C 110C 120C 130C
(psi] (in) Allowable Spans ft' (pso (in) Allowable Spans fC (psf) (in) Allowable Spans fC (psi) (in) Allowable Spans(ff
Live 10 0.024 1T 16' 13.5' 12.5' 11.5' Live 10 0.024 19' 17.5' 15' 14' 12.5' Live 10 0.024 20' 19, 15' 14' 13' Live 10 0.024 22' 22' 5 17. ' is- 15'
0.032 19, 17.5' 15' 14' 13' 0.032 21' 20' 1T 15.5' 14.5' 0.032 22' 21' 18' 16,5' 15.5' 0.032 22' 22' 21' 19' 17.5'
Snow 10 0.024 15.5' 155 13.5' 1 12.5' 11.5' Snow 10 0.024 17.5' 17.5' 15' 14' 12.5' Snow 10 0.024 19, 19, 15, 14' 13' Snow 10 0.024 22' 22' 17.5' 16' 15'
0.032 17.5' 17.5' 15' 14' 13' 0.032 19.5' 19.5' 1T 15.5' 14.5' 0.032 2V 21' 18' 16.5' 15.5' 0.032 22' 22' 21. 19' 17.5'
20 0,024 12' 12' 12' 12' 11.5' 20 0.024 13.5' 13.5- 13.5- 13.5' 12.5' 20 0.024 14.5' 14.5' 14.5' 14' 13' 20 0,024 1T 17' 1T 16' 15,
0.032 13' 13' 13' 13' 13' 0.032 15- 15- 15- 15' 14.5' 0.032 16' 1 16' 16' 16, 15.5' 0.032 18.5' 18.5' 18.5- 18.5' 17.5-
25 0.024 11.5' 11.5' 11.5' 11.5' 11.5' 25 0.024 13' 13' 13' 13' 12.5' 25 0.024 14- 14' 14' 14' 13' 25 0.024 16.5' 16.5' 16.5' 16' 15'
0.032 12.5' 12.5' 12.5' 12.5' 12.5' 0.032 14,5' 14.5' 14.5' 14.5' 14.5' 0.032 15.5' 15.5' 15.5' 15.5- 15.5' 0.032 18' 18, 18, 18' 17.5'
30 0.024 1.0.5' 10.5' 10.5' 10.5' 10.5' 30 0.024 12' 12' 12' 12' 12' 30 0.024 13' 13- 13- 13' 13, .30 0.024 is, 15, 15, 15' 15.
0.032 11.5' 11.5' 11:5' -11.5' '11.5' 0.032 14'- 14' 14' 14' 14' 0,032 14' 14' 14. 14- 14- 0.032 16.5' 16.5' 16.5- 16.5' 16.5'
40 0.024 9' 9' 9' = 9' 9' 40 0.024 10.5' 10.5' 10.5' 10.5' 10.5' 40 0.024 11' 11' ill 11' ill 40 0.024 13' 13' 13' 13' 13'
0.032 10' 10, 10, 10, 10' 0.032 11.5' 11.5' 11.5' 11.5' 11.5' 0.032 12.5' 12.5' 12.5' 12.5' 12.5' 0.032 14.5' 14.5' 14,5' 14.5' 14.5'
60 0.024 8' :8.:5' L8.5'
8' 8' 8' 60 0.024 7.5' 7.5' 7.5' 7.5' 7.5' 60 0.024 8,5' 8.5' 8.5' 8.5' 8.5' 60 0.024 10.5' 10.5' 10.5' 10.5' 10.5-
0.032 8-5' 8.5' 8.5' 0.032 8.5' 8.5' 8.5, 8.5' 8.5' 0.032 10' 10' 10' 10` 10' 0.032 11.5' 11.5' 11.5' 11.5' 11.5'
Table 4.37 Table 4.38 Table 4.39 Table 4.40
Trlb Original Allowable Post spacing for 10 psi Roof Loads Trib Original Allowable Post spacing for 20 psf and Greater Roof Uniform Loads
Width 6' 7' a, 9' 10' 1 V 12' 13- 14' 15' 16' 17+ Width 6' 7- 8' 9'. 10, 11' 12' 19- 14' 15, 16' 1 T+
R Allowable Post Spacing w/Fan ft Allowable Post S acin w/Fan
4 2'-5" T-8" 4--10" 6--0" T-0" 8'-1" 9--1" 1U-2" 1V-2" 12'-2" 13'-3" 84% 4 4'-6" 5'-7" V-7" T-7" 8'-7" 9'-8" 10'-B" 11'-8" 12'-8" 13--8" 14'-8" 92%
5 T-5" 4'-6" 5'-7" 6--8" T-8- 8'-9" 9'-9" 10'-9" 1V-9" 12'-10"13'-10" 87% 5 4'-10" 5'-10" 6'-li" T-11" 8'-11" 9'-11" 10'-11"11'-11"12'-11" 13'-11" 14'-11" 94%
6 4'-0" 5'-0" 6'-1" 7%1" 8--1" 9'Z' 10--2" 11'-2" 12'-2" 13'-2" 14'-2' 900/6 6 5'-l" 6-1" T-l" 8'-1" 9'-1" 10'-1- 11'-l" 12'-i" 13--1" 14'-1' 15'-1" 95%
7 4'-4" 5'-4" 6'-4" T-5" 8'-5" 9'-5" 10'-5" 11'-5" 12'-5" 1 T-5" 14'-6" 91% 7 5'-2" 6-2" T-3" 8'-3" 9-4- 10--3" 11'-X 12'-3" 13--3" 14--3" 15'-3" 96%
8 4'-6" 5-7" 6'-7" 7--7" 8'-7- 9'-8" 10'-8" 11--8" 12'-8" 13'-8" 14'-8" 92% 8 V-4" 6'A" T-4" 8'-4" 9'-4" 10'-4" 1 V-4" 12'-4" 13'-4" 14'-4- 154" 96%
9 4'4" 5--9" 6--9" 7-4- 8'-9" 9'-9" 10'-9" 111.10" 12'-10" 13'-10"14'-10" 93% 9 64" 6-5" 7'-5" 8'-5" 9'-5" 10'-5" 11'-5" 12'-5" 13'-5" 14'-5" 15'-5" 97%
10 4'-10" 5'-10" 6'-11" T-11" 8'-1 l" 9'-11"10'-1l" 11'-11" 12'-11" 13'-1i"14'-11" 94% 10 5'-5" 6'-5" T-5" 8'-5" 9'-5" 1V-5" 1V-5" 12'-5" 1IT-5" 14'-5- 15'-5" 97%
11 5'-0" 6'-0" T-0" 8'-0" 9%0" 10'-0" 11'-0" 12'-0" 13'-0" 14'-0" 15'-0" 95% 11 5'-6" 6-0" T-6" 8'-6" 9-6" 10'-6" 11'-6" 12'-6" 13'-6- 14--6" 15'-6' 97%
12 5'-1" 6-1.. 7'-1" 8'-1" 9--1" 10'-1" 11'-1" 12--1" 13'-1" 14'-1" 15'-1" 95% 12 5'-6" 6-6" T-6" 8'-6" 9'-6" 10'-6" 1V-6" 12'-6" 13'-6" 14'-6" 15-6" 98%
13 5'-2" 6'-2" 7'-2" 8'-2" 9'-2" 10'-2" 1 V-2" 12'-2" 13'-2" 14'-2" 15'-2" 95% 13 5'-7" 6'-7" 7--7" 8'-T' 9'-7" 10'-T' 11'-T' 12'-7" 13'-7' 14'-T' 15'-7" 98%
14 5'-2" 6-2" T-3" 8'-3" 9--3" 10'-3" 1 V-3" 12'-3" 13'-3' 14'-3' 15'-3" 96% 14 5'-7" - 6'-7" 7-7" 8'-7" 9-7" 10'-7" 11'-7" 12'-7" 13'-7" 14'-7" 15'-7" 98%
15 5--3" 6--3" T-3" 8'-3" 9'-3" 10'-3- 11'-3" 12'-3" 13'-3" 14'-3" 15'-3" 96% 15 5'-7" 6'-7" T-7" 8--7' 9'-7" 10'-7" 1 V-7" 12'-7" 13'-7" 14'-7" 15'-7" 98%
16 5--4" 6'-4" T-4" 8'-4" 9'-4" 10'-4" 1 V-4" 12--4" 13'-4" 14'-4" 15'-4" 96%
SANDWICH PANEL W/EMBEDDED FAN BEAM
Metals USA Building Products Carl Putnam,P.E. VS(DFESSIp�
227 South Town East Blvd 3441 fvyffnk Place RZ Q1 PV rry�
Mesquite,TX 75149 Lynchburg,VA 24503 HEADER
(972)285-6811 carlputnam@comcast.not c C 68139 n FAN
F(972)882-881 B { E .6! 9!2
CI f POST
Off-C t_1
February 1 S. 2008 Pa a 612008
s
5-0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WINO AREAS
0.042'x3-x81 IfDetatl MU76 Doube 0 04Yx3'x8' Detail MU113 Double 0,032%2'A6.51 Deta+I MU113 0.0421x3'X8' Delait MU76 Double 0.042'x3'A8' Detail MU113 Double 0,032W"X5.5"I Detail MU113
TABLE 5.1 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 5.1 Attached Freestanding Gr Attached Freestanding or Attached Freestanding or
Structure Mullis an Units Structure Muftis an Units Structure Muftis an Units Structure Muftis art Unite Struclure Mullis an Units Structure Mullis an Ucda
GAOUNC TRIG MAX POST MAX 44X POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GAOI.NO TRIG MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH
SNOW MOTH POST REO'D PCST MIN FOprfR It I ,z I IT POST MIN
fDOTER r I 17 I tT POST x4N F00rEA 1 I 17 I IS SNGW WROTH POST EO POST MIN FOOTER s• I 1Z I IS POST MIN IF-TIS. s' I IT I IS POST MIN rOOTFR 0 I 1z I IS
L:,AO yFT) SPACING FOR SPACINGPOST SIZE CONSTRATNED FOOT£ SPACINGPOST SIZE CONS TRAINED FOOT E SPACING POST SIZE ONSTLNED FOOTS LOAD IFT) SPACING FOR SPACIN POST &ZE CONSTRAINED FOOTS SPACINGPOST SIZE CONSTRAINED FOOTS SPACING C5 SIZE CONSTRAINED FOO;E
{PSFI ON SLAB SUB IFT) TYPE 'd' •d- 'd' -d' (F T) TN PE 'd- 'd- ',r •4' IF T) TYPE -d' 'd- 'd' -•d• IPSF) ON SUB SLAB (FT) TYPE -d' 'de 'd 'd (FT) 1-"PE 'T 'd' -d' •Q• (FT) TYP 'd' 'd' '� 'd'
FT fn po Pn M I1nl 'In) ¢n Im h) ✓n F - ( m n] Pnl ,n ml '�+I Pn m)
W MPH E.)tPOSURE B 00 MPH EXPCSL RE 0
10 A 17� A IZ-T A Z2 Z2 24 25 i4-3' a 26 26 Za 21 1z-10- A 22 22 23 25 30 4 6'-W A 0'-r a 17 is 20 21 iV-11' p 21 21 23 24 a-21 B 7/ it 20 21
Live 45 IT-I' A 11'-21 A 22 22 23 25 10-Z 9 26 26 26 21 1t'-10, A 23 23 13 24 4.5 51 A S14P o 1/ is 20 21 7-11- 0 21 27 21 24 111 B 1e 1e 20 21
. 174- A ,v4' A 22 22 23 24 1TJ' B Ze ?d ?e 27 1T-0- A 23 23 23 24 5 4-Itr' A S-1- B to 14 19 20 9r 0 21 21 22 23 5'-7- a is is 11 20
5.5 1r4' A 9-T A r3 23 2s 24 14'-r B 27 27 21 27 10'-3' A 23 23 23 23 53 4'4" A 4-4- B Is is 19 20 Sur 0 22 r2 22 23 5'-r 9 1a 1s 19 20
6 11"1' A e-„' A 23 23 23 23 1T-2' B 27 27 27 27 7.7- A 23 23 23 23 1 4'4" A 4'r a 1e t6 19 20 r.10" D 22 22 Z2 Z3 4'.r B is is 19 20
ITS
t t 0'S' A a'S- A 23 23 23 23 14'4' B 27 27 27 27 9'd" ♦ 23 23 23 23 65 3.4" A 4'd B l a is To 19 T H4• 0 22 22 22 22 41%r 0 l a Is is 19
7 9_r A T.11' A 23 23 27 23 13'-1, C 27 27 27 27 s4" A 23 23 23 23 7 3'S" A 3'41 B 1s 11 1s 19 S-I t- D 22 22 22 22 4.r a t9 19 10 19
7.5 9-I. A 71-r A 23 23 23 23 17-11' C 2e 29 20 24 7.11 A 24 24 24 24 7.5 3'.r A 74' 8 1s 10 ,a f0 6'-0' 0 22 22 22 22 3--it- a 19 19 19 19
1 C-0- A rA, A 23 23 23 23 1Z4' C 21 26 26 28 r-a" A 24 24 24 24 1 Y-1 A 7-r B to 1s /s 10 6-2 D 22 22 22 22 Tr a 10 19 19 to
4 74' A 11 A 23 23 23 23 11•-0' C 11 26 26 21 l'-V A 14 24 24 24 9 24- A Z-11" a 1a I la 16 S-T D 22 22 22 22 3'•4" B 10 19 10 19
10 6-r A 5'-,0" A 23 23 23 Z3 10's' C 20 26 2s 26 6'S' A 24 24 24 24 10 2'.5' A Z_r a is i6 Is is S-1' 0 22 22 Z2 22 YLW a 19 19 19 19
11 6•-r A S4' A 23 23 23 23 4r C 28 26 2a 26 $-it' A 24 24 24 24 11 Z-r A 7-S 6 11 to la 19 44' 0 22 22 22 22 Z-r B t9 f0 19 19
12 S'd' A 5'4 A 21 Z7 23 23 9-0' C 29 29 29 29 S4' A 24 24 24 24 12 Z•0" A Z-r a Is I 1s t1 4'r D 22 22 22 Z2 Z4" a is 19 19 19
13 S-r A 4-r A 24 24 24 24 a-S c 29 29 29 29 T-r A 24 24 24 24 13 i'-l0" A 2111" a le 16 to 19 II D 22 22 22 Z2 21-C a 11 19 19 19
14 4'.1r A 4'4' A 24 - 24 24 24 r-11" C 29 29 29 20 4'-1r A 24 24 24 24 00 MPH EXPOSURE C -
1s 44" A 41-1. A 24 24 24 24 r4' C 20 29 201 29 4'4' a 25 25 25 25 30 4 C-0" A 61-T s 19 i9 21 22 ,0•-111 D 23 23 24 26 6•-r B 19 19 20 21
10 4'r A 7-tr A 24 21 24 N r-1' C 29 29 29 29 4-r B 25 ri 25 25 4.5 5'4- A S4- s 19 19 21 22 9-11" Q 23 23 24 25 6'-1. B 19 19 20 21
17 4'.ff A 3'-T A 21 24 24 2l a-r C 29 - 29 29 29 4'•1" B 2S 25 25 25 5 4.11- A 5'-11 a 19 19 20 21 9-r D 23 23 23 24 S.r B 1/ 10 19 20
90 MPH EXPOSURE C
5.5 44" A r-r a 10 19 20 21 6'4- D 23 23 23 24 5'-r 0 20 20 20 20
10 4 17'-r A 11'41' A 23 23 25 20 1a41 0 27 27 27 29 17-ttr A 24 24 24 26 0 4'4" A 4'-r B 19 19 20 21 T•10- 0 23 23 23 24 4'-V B 20 20 20 20
LIVE 4.5 15'-f- A fT-f," A 23 23 14 26 1T-7' B 27 27 27 29 tr-10- A 24 24 24 25 6.5 3.4" A 4'.1 9 10 10 19 20 r4- 0 23 23 23 23 4'S a 20 20 20 20
5 17.7' A 10 4' A 24 24 24 25 1C4' B 21 28 26 28 1 F-W A 24 24 24 25 7 1'S- A 3'-0" 0 11 19 /0 20 C-I I" D 23 27 23 23 4'.2' 9 20 20 20 20
5.5 12'4' A 9'•T A 24 24 24 75 ITAT a 29 20 20 20 1tr-3' A 29 25 25 25 7,5 7 r A Y-r 6 ,9 19 19 20 rLS' 0 23 23 2J 23 7-11" 1 20 20 20 20
6 I1'4' A 6'-11' A 24 24 24 2A 15'-2' B 20 29 29 29 7.7- A 25 25 25 25 s Y-r A 1'-r s 19 10 I9 19 S-r 0 23 23 23 23 3'-0" B 20 20 20 20
65 10•S" A r-S" A 24 24 24 24 14'4- B 29 20 29 29 4.0- A 25 25 25 25 9 z4' A Z-ti• B 19 19 t4 10 6-7- D 24 24 24 24 V4' / 20 20 20 20
7 9'-6' A T-11' A 24 24 24 24 13'-T C 29 29 20 29 fd' A 25 25 25 25 10 ZS" A 24'• a 19 19 19 10 S-,. 0 24 24 24 24 3•r B 20 20 20 20
7.5 9.1' A TS A 24 24 24 24 17.11' c 29 Z4 29 29 M-1' A 25 25 25 25 11 Z•r A Z-61 B 79 10 19 19 44' 0 24 24 24 24 Z-r a 20 20 20 20
s S4 A 7.V A 2S 23 25 25 174' C 30 30 30 30 r4- A 25 2S 25 25 12 Z4" A Z•r a 19 19 19 20 11 0 24 24 24 24 Z-0- 6 20 20 20 20
9 r4• A 6'S" A 26 25 25 25 11•J' C 30 30 30 30 74' A 25 25 25 25 13 1'-ir A 2'•1' B 19 19 19 20 4S" 0 24 24 24 24 Z4" 0 2C 20 20 20
10 a'-9' A S-iT A 25 25 25 25 laS' c 30 v 30 30 111 A 28 20 20 25 90 MPH EXPOSURE a -
11 e'-7 A 5'4" A 21 25 25 ZS 94' C 30 30 >0 70 5-11• A M 14 20 26 40 4 4'4' A 4'•1r B 14 17 19 20 tl'41 0 20 20 22 23 Y-V / i7 17 19 20
42 S••4" A SA' A 25 25 25 2S 9•<r C 30 30 30 30 S4- A 26 20 26 20 4.4 VIT A 44- 6 10 17 }0 20 7-11" p 20 20 22 23 4'-f 01 B 17 17 19 20
13 S-2- A 4'-T A 25 25 25 25 a•S" C 31 31 31 31 5-2' A 20 20 26 26 S 3'-r A 3-41- B is 17 10 19 7-r 0 20 20 21 22 4'S" 1 17 17 la 19 14 4'-101 A VHI" A 23 25 25 Z5 7.1 i- C 3f 31 31 3T 111 A 26 26 24 20 5.5 7-3" A Y-T a is Is 1s 19 C-r D 20 20 21 22 4'4r B 17 I7 is 11 IS r4- A 4--l' A 2S 25 25 25 rd' C 31 31 31 31 4•-0' 0 20 20 20 26 0 T-O' A T4' a 10 to is 19 0'r D 20 20 20 21 3•-or 8 17 11 10 10
10 4'r A T.10' A 23 25 25 25 r•i" C 31 31 31 31 4-0' B ?a 20 ?d M 1.5 Z-r A -7.1- B 16 16 17 1" 5.1(' 0 20 20 20 21 3'4" B 11 17 17 1s Y•7' A 20 2S 25 25 e••r C 31 01 31 31 4--I" B 20 26 ?d 20 7 Z-7" A Z-17 s 1a I 17 I 5'•S' 0 20 20 20 21 Y-3- a f7 17 17 1s
90 MPH EXPOSURES
7.5 Z-S- A z-s' 0 14 10 17 1s S-Y 0 20 20 20 20 Sd B 17 17 17 Is
?a A 5-11' A T3" A 19 19 21 22 17.9, C Z2 22 24 25 s'-0" A 19 .19 21 22 s Z-r A Z4' B 16 1s 17 1T 4'-10" O 21) 2.0 20 70 7-ir a 17 1) 1T 17
LIVE CS r4l, A 61-e' A T9 19 21 22 111-0' C 23 23 24 25 74' A 10 79 21 2z 9 Z-V A Z-3' a 1e Is 1T is 4.4- D 20 20 20 20 7.7` 9 17 17 17 Is
5 7.1' A 4.1' A 10 11 20 21 1tr-10' C 23 .23 23 24 5.91 A 19 19 20 21 10 1'.r A Z-01 6 16 16 17 1S Y--11' 0 20 20 20 20 Z4- B 11 17 17 11 55 6'4- A 5'4' A 14 10 20 21 111 C 23 73 23 24 6r A 19 1s 20 21 11 1'-T A 1'-10, 0 14 16 10 14 Y-7" 0 20 20 20 20 Z-1" 6 I 17 fa 19 a S•11- A SJ- A 14 19 20 21 lr r 0 21 23 23 24 S-r A 20 20 20 20 12 I'4' A 1'-r a 16 is TO 10 Y4" D 21 21 21 21 1'-11' 9 1T 17 10 19
a SS" A a'-10' ♦ 19 19 19 20 s•10' C 23 23 23 23 S-5' A 20 20 20 20 00 MPH EXPOSURE C
7 S-11 A 4.4' A 19 10 19 20 e14" C 23 23 23 23 S•1- A ZO 20 20 20 40 A 4'4' A 4 1 V 6 11 11 20 21 04- 0 21 21 23 24
7.3 4'.P A 4'-7 A 10 19 19 20 7-,r C. 21 z] 27 23 4'.9' 1 20 20 20 20 4,5 A'Hr A 4'4' B 17 76 20 21 7'-111 D 20 20 23 24 4�4 at S/ate
e 4's" A 4'd A 19 19 19 f0 rS- C 23 23 23 23 4•#- a 20 2a 20 20 5 r-7' A 7.111 a 17 17 19 20 rr p 20 20 22 27 9 TO A 3.7' A 19 t9 11 T9 3'-r C 24 24 24 24 4-1- a 20 20 20 20 5.5 7-r A 7-T B 17 17 10 20 a4'• 0 20 20 22 23
10 3'41 A T-T A 19 19 10 t9 a-r 0 24 24 24 24 3'4" a 20 20 20 20 0 Jr A Y4' B 11 17 I6 I9 0r 0 4 20 21 22
1, YS A Y•0'• A 11 19 19 19 S4' 0 24 24 24 24 Y4- a 20 20 20 20 65 r.r A s•I' 6 17 17 16 19 5•iff D zo 20 21 22 t- C81'7 F► rn
12 Z-11' A 7-r A 19 19 19 19 ,IQT-r 0 24 24 24 24 7.1•' 6 20 20 20 20 7 2-r A Z-1ff 1 17 17 Is 19 5'S" 0 20 20 21 22 Ix C) a]�7
U Z4' A z4' A 19 19 19 79 4.1. D 24 24 24 24 Z•11' B 20 20 20 29 7,5 Z-5' A Z4' B 17 17 i6 16 3'-t" D 20 20 20 21 E 61Z171« 7
14 Z4' A 24' A 10 II 19 20 4'-7' O 24 24 24 24 z4- a 20 20 20 2p s ZJ" A r-0- a 17 17 17 to 4'-iff 0 za 20 20 21
,5 Z4- A 7.2` A tq 12 19 20 4.P 0 24 24 24 24 z4- B 20 20 20 20 9 7-0' A Z-3- B 11 17 IS 1s It 4' 0 20 20 20 21 (�,0 Z-r A r-i' A 19 ,9 19 20 4'-0' O 24 24 24 24 z.4 B 20 20 20 20 10 1'-or A Z-0' a ill 16 is t9 T-ti" D 20 20 20 20 ' Sr4 CI',7 7.1' A r.lr A 10 :1 19 20 7-,0' 0 24 24 24 24 Z-3" B 20 20 p 20 I1 t'-T A r.,0' B la 16 1e ,9 ]'-T p 20 20 20 20 QXC 1.1
12 i'-0" A 1'-1• S Is 11 T9 20 Y4- 0 21 21 2i 27
February 15, 2008
2r612000
PAC"6 of 47
5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS
Od342'x3"x8' Detail MU76 Double 0.042x3'x6' Detail MU113 Double 0.032'x2'x6.5 Detail MU113 0.042'x3'x8' etad MU76 Double 0.042'x3"x8'fOetsil MU113 Double 0.032'xZ'x6.5' Detail MU113
TABLE 5.1 Attached Freestanding or Attached Freestanding or Attached Freestanding x TABLE S.f Atached Freestanding ar Attached Freestanding a AJtacned Freestanding a
St octane Mullis an Units Structure Mulls an Units Structure Mulds n Units Structure Multis an Units Structure Multis an UnilS Structure Mullis an Units
GROUND TRIG MAX POST MAx MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GRCUNO TAIB MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAx MAx POST LENGTH
SNOW VYIDTH POST AECI POST MIH FpOTER r I tt I :S POST MN FOCrER e I 17 I 1S POST MIN FOC'ER r I 17 1S SNGW 'M07H POST EO POSTflFOOTER 6' I 1? I 15' POST MIN FOOrER r I 1z I IN POST MIN FOGTER r � 17 I IN
LOAD (FT) SPACING FOR SPACIN PCST SIZE ONSTRAINED FOOTS SPACING 511E CONSTRAINED FOOTS SPACING POST S/m CONSTRAINED FOOTE LOAD (FT) SPACING FOR SPACIN512E CONSTRAINED FOOTS SPACIN POST v2E ONSTRAINED FOOIE SPACING S &ZE ONSTPiAiNED FOOTSIPSF) ON SLAB SUB IFT) TYPE 'C 'd, 'S 'a• IfT) TYPE 'd 'd' -d- -d1 {FT) TYPE 'S -d1 ' ON SUB SLAB IF ) "r 'd' -d- 'd•
FT nJ rm �nl Lin) - (n n) �FT [F TYPE 'C .1 'd- 'S IF T} TYP 'd' 'd' 'd" 'C
F (in) ill in r-f f)
90 MPH EYPOSLRE C 90 MPH EXPOSURE 0
20 4 6'•11' A 7e" • 20 20 22 23 17-10" C 24 24 25 27 111 A 20 20 22 23 60 4 3-ff A 74" 0 14 16 10 11 6'-r 0 11 19 20 21 J-9" s IS 11 14 19
LIVE 45 1 r.Ti" A F-r A 20 20 Z2 23 11'-r C 24 24 25 26 74" A 21 21 21 23 45 zr A 3'41- 8 14 t6 17 is 5'41 D is 1s 20 21 7d a 16 is 17 1s
s 7-1' A 11,11 A 20' 20 21 22 10'-10' C 14 24 24 zo r-9" A 21 21 21 22 5 7.51 A 74' B 14 IS 17 la S-Y D 14 is 19 21 31-11 a 15 is 17 1s
5.5 3'-S' A T-r A 20 20 21 22 10-11 C 24 24 24 25 r-r A 21 21 21 72 55 7.7 A Tt B 14 15 16 17 4'-11" 0 14 1s 19 20 2-Ir / IS 15 17 17
6 S.11' A S-r A 20 20 20 22 11-V C 25 25 25 25 5-9' A 21 21 21 21 6 Zr A ZS a 14 IS 1p 17 1'-S D 16 I 19 20 r-r a 15 tS 11 17
1 S S'3- A A'-19' A 20 20 20 21 O'-101 C 25 25 2S 25 5'S" A 21 21 21 21 a 1'.1? A Z-1- B 14 14 Is 17 4'-Y D i6 I 16 10 ZS' a 15 15 1s 11
7 S.1" A 4W A 20 20 20 21 r4' C 25 25 25 21 5'.1" A 21 21 21 21 7 T.9' A V-11' 9 14 14 is 17 3'-16- 0 is 16 1s 19 2-r 1 15 15 10 17
- T-S 4V- A 4a' A 20 20 20 21 r-1r C 25 29 25 25 4'-r 6 21 2t 21 21 7.5 1'-r A 1'•10' B 14 1s -'a17 7-7" O 14 A is 19 7.1' 6 1s 15 is 17
a r r A 4'd A 20 20 20 20 7.5, C 25 25 25 25 44' / 21 21 21 21 a 1'-0' A I'4" B 14 15 +a IT 74" D / 18 14 19 Z{ s 1S 15 16 7
0 Y41' A J-r A 20 20 20 '-20 1'-9' C 29 25 25 25 s-r a 21 21 21 21 9 1'4' A 1'4' B 14 f5 1T 1/ 7d D 1s 14 +a t6 1'-P a 1S /S 17 Is
10 31-W •A YJr A 20 20 20 20 a'-r D 25 25 25 27 .7_r a 21 21 21 21 10 1'.r • t'4' B 14 16 17 to 2'4" O is 1s 1a is 1'•7' B 15 16 IT 1s
11 J-r A J-7 A 21 21 21 21 S41 D 2S 25 25 25 J4- B 21 21 21 21- t1 V-1- A 1'-r B 14 10 tp 19 74' D Is 18 1/ 10 1'S' 6 1S 7D U I9
12 Z-11' A Z-9' A 2t 21 21 21 N,. D 25 2S 25 25 J-1- a 21 21 21 21 90 MPH EXPOSURE C
13 74- A 21-0' A r 21 21 21 f-10' D 26 24 2e 24 7.111 B 22 22 22 22 60 4 3'-a- A 3'1- B 15 17 18 19 6--r 0 19 19 21 22 3'-W 1 +6 17 Is 19
14 Z-W A ?A, A 21 22 21 21 4'-7- 1121 20 20 Ze ?J. 8 22 22 22 22 45 T4" A T-r B 15 Is is 19 3'4' D 19 10 21 22 35' a 1e 1s 1s 19
15 74" A 7-r A 21 21 21 21 -3- D 2s 2s 2e ZO 7-e'' B 22 1 22 22 22 S 1 7.5" A Z4- B IS is 18 1s 5'-71 D 19 1s 20 21 7-11 0 is is 18 19
90 MPH EXPOSURES 5.3 Z-r A 7-0' B 15 is 17 14 4'4r 0 10 1s 20 21 21-10' 1 11 Is 17 t8
25 4 71-2" A 7'-1' A is 10 21 22 1z-S" D 22 22 24 2S r-r B 19 19 21 22 4 Zd A Z.r B i5 1S 17 1s 4'-S' 0 19 19 20 21 7•r s Is 1s 17 Is
13 6'4' A 6'-S"- b 1s 10 20 22 11'4' D 22 22 23 25 7.1" 0 19 19 20 21 8.5 1'-101 A 7-i' a 15 17 1? 17 C-1" D Is 1s 19 20 75- 6 1s if 17 is
5 5'-V A 5'-11. B 10 t9 20 21 1014, 0 22 22 23 24 SI 8 19 19 20 21 7 1'-r A 1'-11" a 13 1s 17 17 J-t 0' D 1s 19 19 20 7-r 8 to to 17 17
$
5 5'7 A 5'-S B 19 19 ZO 21 9-r D n 23 23 21 r•0' B 19 19 20 21 7.5 1'-7- A 1'-Ior B 15 15 11 is 7-r D 19 19 19 M Z-1. B 1s 16
6 4'-9' A Sd' 8 19 19 i9 20 9'-11 D 23 Z3 23 23 S-7' B 19 10 19 20 / 1'-r A 1'4- B 15 1a 17 18 3'{ O I 14 rs 19 19 z-0" a 14 1s 17 14
II 41'51 A 4,.r B 19 1s 10 20 V4' 0 23 23 23 23 S-r Is 19 t9 19 20
7 4-.1' A s'f a 10 19 19 20 rd 0 23 23 23 23 4'-10'- 8 19 10 19 20 OVER• TABLE 52 TRIBUTARY WIDTHS POP SINGLE SPAN ATTACHED STRUCTURES
Is 7.101 A 4'-11' 0 19 19 19 19 r-r 0 23 23 23 23 A'•T 8 20 20 20 20 HANG PROJEcTIOR Of SINGLE SPAN STUCTURES
a r-7' A J-10" B 19 19 19 /9 TQ" O 23 23 23 23 4'{ B 20 20 20 20 F r 9' 10 lt' 17 IT lI 15' 14' - it Ir I9 20 21' 2r
9 3-2' A Js B 14 19 19 19 r-0' D 23 27 23 23 3'•11" a 20 20 20 20 0 4' 4.r S 5.5' IF a3' 7' 7.5 /' 8.5 9 9.S 10' "151 it,
10 Z•1o" A 7-1' B is 1s 19 19 1 111 D 23 23 23 23 3'4- B 20 20 20 20 V 4.r 5' Sal as r 7.5 r 0.5 a' II 1C 10,5' 11' 11.5'
11 2.7" A 2--ir B 10 19 11 10 s'-S' 0 23 23 23 23 7•r B 20 20 20 20 2 S 5.5 r O.S r I.S 8" 1S a 9,S 1R 10.5 11' I1.5' 17
12 2.4. A 7.7" S 19 19 14 is Sd- 0 24 24 24 24 7d a 20 20 20 20 7 S-S 5' a r 7.1' r s.S 9 9-S it 10.5' li' 11.r t7 12.5'
13 2- A IS D 24 24 1 24 24 2,41" a 20 20 20 20 r r 6-S r 7.9 8' 1.N 9 ON 1S 10S 11' I1.S 17 12N 17
90 MPH EXPOSURE C r e N r 7 v S 6.5' r 0,5, 1V T0.3, it' 11.5' Iz 12.5 17 13.5
2S 4 Tr A r-11 A ZO 20 22 23 1z-.5' O 24 24 25 24 7-V B 20 20 22 23 v 7 7.S IF 8..7 9' 9.S H` 115' 1" 11.5, 1z 12.r 17 13.5' 14'
A5 r4' A r4- 0 20 20 21 23 1V4' 0 24 24 24 28 r•11 8 20 20 21 22 7 7.9 s' 0.5. 9' .or 10' 10-1. 11' 11.5' 17 12.5, IS 13.5 1V t/,S
5 S-r A $'-11" B 20 20 21 22 1v4' D 24 24 24 25 r4' a 20 20 21 22 9 r 4.S 9' 9,S id ION 1+' IIN 12 12S I7 733' 14' IAN 1S
53 r-r A V'r B 20 20 21 22 74" D 24 24 24 25 1 B 21 21 21 22 T 6.S 9' 9s 10' 10.5' 11' 1t.& I 12.5' 13, 13.5' 1v 14.5' 14 1S.S
6 4.4- A r-01 6 20 20 20 21 IVA- D 24 24 24 24 S-r a 21 21 21 21 10' V 97 17 10.r ++' its, 1? 12N 17 133, 1e 145' 15' 1s,r IV p�pFESS)(TA.
e.S 4's' A 4.4" 9 20 20 20 21 e4- D 24 24 - 24 24 F__ B 21 21 21 21 0
7 4'-1- A 4.4" a 20 20 20 21 r4" D 24 24 24 24 4'-10, a 21 21 21 21 TABLE 5.3 Post RsquirementB TABLE 5.4 Post RBqulnmeM/for
P UTy��cyc
74 7-ir A 4'•t' B z9 20 20 20 T-7- 0 23 25 25 25 47.r B 21 21 21 21 for ATfac d Structure Froestandi StrVeluros
/ 7-r ♦ 7.1P a 20 Za 20 20 7-,r0 25 25 2p 2s r{ B 21 21 21 21 Post Description Max POST - Post Description Max Maximum POST
9 J-r A Tor B 20 20 20 20 6.4" D 23 z5 25 25 7-11' a 21 21 21 21 H91 Het ht Footing DC C fi8.139
10 zno A 31.1' a 20 20 20 20 SI 0 25 25 25 25 T-r B 21 21 21 21 A.,m T-in O03r.1 5':1.3'Scns 6' A Steel 0.043'x3'x3'Lockseam 12' d- 2r F E
11 z-r A 7-IT a 20 20 20 20 S4" o 25 25 25 25 x-r a 21 21 21 21 Ai,_T.M 0-08rx1.3.11-r Sw1 A Steel 0.188^x3x3'S are 15' 1 37' G
12 74' A 7-r Im B 20 20 20 20 5.01 D 2s 25 25 25 T.(r a 21 21 21 21 h 0c24'x3-.r' sld.W.. 12' A steer o.1ea•xa^X4'$ uare 19' d- 44' H C�
13 z-r A z5• a 20 20 20 10 4.4' D zs xs 2s 73 7.9• a 21 21 2+ 21 Alum 0.032x3"x3'Lockseam 12' B Steel 0.188'x5'x5' re i s, d- 49" I
14 2� A z.r B 29 20 20 20 4'4- D 25 23 25 25 7-7- a 2+ 21 21 21 Alum 0.040"x3'x3"Lockseam 17 C - v- OF C �1
GENERAL INSTRUCTIONS FOR THESE TABLES Alum 0.055'x3"X3'Fluted 1 O F
1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 8. FCR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN Alum 0.120'X3'x3'S uare 1 EM I 10 Ls H S
February 15, 2008
2. CHOOSE PROJECTION•WIDTH AND OVERHANG OF UNIT UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT teal 0 A43'x3'x3'Lockseam l T F �
3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 5. ISteer 0-188'x3'1t3' 15' G
(PATIO UNITS USE 10 PSF MIN,COMMERCIAL UNITS 9. FIND THE O/C SPACING OR 8 OF FASTENERS FOR ATTACHING SIee10.188"x4'x4' IS'I BUILDING IF R to D U C T 5 Carl Putnam,P.E.
USE 2OPSF MIN) TO WALL FROM TABLE 7.5 227 South Town East Blvd 3441 ivylink Place
4. CHOOSE A PANEL FROM TABLES 1.1 TO 1.30 THAT HAS 10. USE THE APPROPRIATE DETAILS Mesquite,TX 76149 Lynchburg,VA 24503
ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1-4 FROM ABOVE THEN (972)285-8811 (434)384-2514
5. OETERMfNE TRIBUTARY WIDTH FROM TABLE 5,2 OR SLAB 7.DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.1 F(972)SOZ-8818 CarlOUlnaMlMeonic Sol.not
CALCULATE FROM TRIBUTARY DIAGRAM ONMUSAGN01 SLAB 8.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
6. CHOOSE A HEADER FROM TABLE 5.1 THAT HAS ADEQUATE SLAB 9.POST W MAY BE USED FOR ALL.ATTACHED UNITS ON SLAB 2r6l2008
POST SPACING. SLAB 10.FOLLOW 9 AND 10 FROM ABOVE Pag4 9 of 47
5.0POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH NO AREAS
14 Ga 3'xI Steel C Beam 16 Ga 3'x8'Sleet C Beam pouble 14 Ga 3'x8"Steel C Beam
TABLE 5.5 Attached Freestandin or f4 Ga 3•x8'Steel C Beam 16 Ga 3'x6'Steel C Beam Double 14 Ga 3'x8'Steel C Beam
9 Attached Freestanding a Structure
Freestanding x TABLE 5. Attached Freestanding or Attached Freestanding or Attached Freestanding Or
Structure MUIDS an Units Stricture Muftis an Units Structure MURis an Units GROUND TRIG .VAX POST MAX MAX POST LENGTH MAX Structure Muftis an Units Structure Mulbs an Units Stricture Mullis an Units
MAX POST LENGTH MAX MAX LENGTH GRCUNC TRIG MAX POST MAXMI. MAX POST LENGTk MAX MAX PGST LENGTH MAX MAX POST LENGTH
SNOW 1MOiH POST REDO POST MIN i00TER 6 I 17 I !r POST MN FOCTE0. tr I :? I Ir POST MIN ipO'.ER r I 17 I la' 1
IT
LDAO (FT) $PACING FOR SPACiN 005T 512E COhSTRAINEC FOOTS SPACINGPOST SIZE ON STRAINED FOCTE SPACING POST 517ECONSTRAINED FOOTE SOAO IF SPACING FOR•SPOCIN-CS F52ER CONSTI INED�OOiE PACING POST ST MIN IFOI
u2E CONS 11 TRAINED IIz NED FO lirOTS SPOCING 4eS iSDtZFA COr IF
NSTRAINED EOOTE
yP SF) ON SLAB SUB (F 7) TYPE 'd' •� •d' 'd' (f T} TYPE 'd' 'C '4• 'C (FT) T'!PE •!• 'd- '� -d-
IF ;nl ml G^I �nl 0n nl iPSF) ON SUB SUB (FT) TYPE 'cr .Y (FT) TYPE 'a• 'S 'd'
GJ MPH EXPOSURE B -'n in inI Cn (in T {in ('N (nl InI m (in ♦n fn)
10 4 1 T-0• A 2T9' G 29 79 20 32 25 41 90 MPH EXPOSURE 6
C 20 26 20 31 35A' D 31 31 Jt 34 30 4 6." A 20•.ir E 26
LIVE 45 :5-1' A :'6'-9' 0 >a )D 30 71 N'-r G 29 P 29 71 27 >D 17-I' £ 23 75 20 29 M-T a 21 26 29 31
73'a" D 32 J2 32 33 4 s 5'-4- A 17-11• E 27 27 27 29 Ir.0- E 20 20 29 29 75-T E 29 29 29 3t
5 1Y-7• A 2S-t0" D 30 30 30 31 23'r C 29 29 29 31 3Z4' 0 33 33 33 5.5 17�• A 25'-0' D 31 31 ]7 31 23'-0' 0 11 5 4'-10' A 17-Y E 27 21 27 29 1T-t' E 29 29 ?d 76 24•s F 30 3D 30 31
30 30 30 30- 3T'a- 0 33 33 33 33 5-5 4'4" A tr4" E 2e 26
0 11'-C A 24'J' D 32 32 32 32 27J• 0 3t 31 31 31 26 29 16'a" E 27 27 27 26 1]'a- F 30 30 >4 N 3VA' D 34 J4 34 >t 6 4•� A 5T_tt• E 26 2e 2e 29 134' E 27 27 27 26 27AV C 31 31 7, 3t
0.5 17-5' A 7Y4' D 32 32 32 32 21'A' 0 31 31 37 ]I IC-9' E 35 35 35 35 7 7-r A 23'•+• D 33 37 33 30 21 e.i 3'4' A 17'-Y E 29 20
2 0 32 32 32 32 29 29 14'.1' E 27 27 27 27 z2'-T G 31 31 31 31
75 7.1- M-1' E 35 35 36 JS 7 Y4• A tr-T E n 29 29 II 14'-t' E 26 2/ 26 ?e 21'-r G 32 12 12 ]2
A 27-0' D ]J 33 ]J 33 2V-7 D 32 u 32 32 2r3' E 30 M ]e 3e A D N 3• 7 5 Y-2" A 161-T E 30 30 30 30 13'a" E 2e 26 29 24 21'•T G 32 32 32 32
)< 3J 33 2r-9• E >0 ]a >e 1a a 3'J" A ,S-r F
9 r4• A 21'•r E 35 39 35 36 174' D 30 30 30 30 1?-1- E 29 26 2e 29 2V-0" G 33 33 33 33
J4 34 34 34 26'-9- E 37 37 37 37 9 74` A t4•-r F 30 30
10 6'-9" A 2Va' E M 35 75 ]s tr-r 0 34 34 3r >< .30 3a 77-+` E 29 29 29 20 Itr•11' G 34 1' 3r 3r
11 25•f 0• E ]e 3/ >/ 36 10 ZS- A 17-r G 31 31 31 31 11'J" E 29 29 29 29 19rr G 36 35 35 35
0'•T A 17-IP E 7a x ]6 30 1rd' E 35 JS ]s 3s ZS-0' E % 30 30 12 5.4T' A ttra' E 37 J7 77 37 1r-I I' 70 11 Z-T A IY-P G 31 31 31 31 1V4" E 29 29 20 29 1rr G 35 36 35 35
E 35 35 35 35 24'J' E 40 40 40 40 12 Z-V' A 17-4' G 32
13 S-r A 1r4- E 37 37 37 37 1rJ' E M 36 30 90 32 32 32 tff-1' E 30 30 30 30 1r-0• a x 31 30 3e
23'-1' E 40 40 4C 40 M 7'•10" A 11'4' 0 32 12 12 32 74' F 30 30 >a 30 1TJ' 0 >d 11 36 39
14 1'-10' A 7r-0' E 3e 31 JO >/ 15'-r E >a 30 M >e 23'-1' E 41 N 41 41 90 MPH EXPOSURE C
1s 4.4• A IT4• E 3e 30 30 36 IT& E 36 36 36 7e
16 4'.3- A 1r•10" E 39 39 39 30 t<'S' f 37 37 37 274' E 42 42 u 42 30 4 rd A 2V-9' E 1e 20 20 31 t7.1" E 27 27 2e 30 2r-T E 30 30 39 31
N 37 22.1• F 42 42 42 42 45 5-1' A 17.11• E 70 29 29 31 1W4- E 2e -20 2e 30 25-T E 31 71 It 71
id A le'�' E 39 34' 39 30 13'-I(r E 37 37 37 37
00 MPH EXPOSURE 21'-T F 41 4J 4,1 N s 4'-TQ• A 17J" E 20 20 29 30 1r•1" E 26 2e 25 30 24'.r F 32 32 32 32
10 4 tra' A '20'-1• C 30 b 30 58 4'4" A tr4• E 30 30 30 30 16'-3" E 29 29 20 29 274' F 32 32 32 32
]3 23'-1 t• C 29 29 10 32 II-11 D 33 11 33 35 0 4'-0• A tr-11'
LIVE 4.5 15-7' A 25-0• C 31 31 Jt 32 27_T C JO JO E 30 a0 )0 ]0 tSd" E 29 29 29 20 27-to- G 33 33 33 33
JD 72 31'•7" D 37 33 JJ 34 6,3 Y4" A 17'-Z' E 31 11 31 31 14'4" E 29 29 29 29 27-3' G 11 34 34 34
S 13'-7' A 24'-2" D 33 32 32 32 IIJ' C 31 31 It 32 ]V4' O is 3• ]•53 174- A 2Y-S' D J2 72 34 7 T-F, A 16-7- E 31 at 31 31 l4'-1- E 30 v 30 30 21.4• G 34 34 34 34
32 3? 21'4' D ]1 31 ]t 31 27a• D 3S 35 35 38 6 11'-4" A 27•r D 73 33 13 7.5 3'-T A ,0'•0" E 32 a2 32 72 17'4' E 39 Jl1 14 30 21'•T G 35 75 13 15
J3 2V-11" O 32 72 32 32 26-e" D 34 36 36 36 6 Y-T A IS4" F 32
0.5 IIYZI A 2z-T D 34 34 34 34 20'J' 0 33 33 33 33 12 32 32 /,-1- E 30 30 30 31 20.9' G 35 35 35 35 7 74' A 21'-7• D 2r-11' O J6 39 30 >0 9 7-0' A 14'-r F 3] ]3 33 >, 17-1" E 11 31 J1 31 17.11' G 30 Je 35 35
3a 1f J4 ]4 17-10• D 33 33 33 33 2T-3' E 37 37 37 37
7.5 tr-+' A 2Y•1• D 33 35 u 10 7.4 A 17-9' G 33 33 33 33 iv-r E 71 31 31 31 1trJ' O 37 37 37 37
35 7trS' 0 N 34 34 34 29'•r E JI 37 JT 17 11 7-T A 1Y-0" G 33
6 6'4" A 204' 0 30 3s 35 35 17-W D 34 34 34 U 3J 1, 73 1V4" E 31 31 31 31 1r4• 0 3e 3e 39 3e 9 •T� A 17.10' C 30 1e ZQ-1' E b Je ]e J0 12 74" A SZa' G ]4 34 34 34 1V-1" E 32 32 32 32 1r-0' O J/ 31 76 30
>e )e ,7rJ' D 3a 35 35 34 25'-0' E JO 39 30 39 10 r-r A 1tr-T E 37 37 37 37 +3 +'-+0' A 11'-r G 34 >. 34 J4 tr4' F 32 32 72 32 1TJ• 0 39 39 39 39
1T-r D 38 J6 36 >e 24'•Y E 40 40 40 40 11 r-Z A 16'•r E 36 3e >• >s 1r-0' D >e 36 90 MPH EXPOSURE B
>e M 274• E 41 41 41 41 40 4 4'•r A ID'-10- E 25 25 26 29 IV-?" E 24 24 26 25 23'-9• F 27 27 2e 31
+2 Sd' A 1e'-1' E 36 3e 30 36 tr-0' E 37 31 37 37 II-9" E 41 41 41 41 4.6 r-(r A 1V_(r E 20 20 26 20 1S-r E 7Y y7 29 n 22.10' 0 2e 20 2e 30
13 S,Z' A 1r-r E 39 30 30 39 11.1• E 37 37 37 37 5 3'-r A 17'-1' a 2e Z6 16 2e 14'4• E 26 25 29 27 7A 0 29 20 24 30
II-T E 42 a2 42 42' 74 4'.t0' A 17'-0' £ 40 40 40 40 I4.4" E 21'-r E 43 47 4J u 1S 4.4" A 16d E 40 40 40 40 tt'J' 36 5.5 Y•Y 27 27 20 fY-t0" E 25
10 4'- E 36 39 30 3/ 21'-1' E 44 44 44 44 A 16'-Y E 27 23 25 27 21,r 0 29 29 29 30
7 A 15'•11" E 4, 41 41 41 17-0' E 30 39 )D J9 204' E 44 44 N 41 a 3•4r A Is'-r F 27 27 27 26 13'-1' E 26 26 2e Z/ 2V4` G >0 10 10 30
17 4'-/1' A 1S-s' E 41 41 41 ll 17�• 3.5 Z-V A +5•Ar F 2e 26 28 24 IZ-6" E 20 25 20 26 2V-T 0 ad 30 30 SO
E 39 39 39 39 2OJ' F 45 45 4S 4S 7 Z•7" A 10.5' a 26 29 2e 2e 1t•.11'
90 MPH EXPOSURE a E 29 x 2.9 m Itr4' G JI 11 ]1 J7
20 4 Ir 11' A 22.5' 0 Z7 27 27 7.5 2-6" A 13••10' a 20 2e 29 20 11•$ E 20 26 26 20 1111 G 31 31 31 31
]0 2v-T D 2a 26 27 70 26J' E 29 29 29 32 0 7s A 174' O 26
LIVE 45 T-11• A 21'4' 0 20 2e 20 70 17•+0- 0 27 27 27 Zo 26 29 26 10.1+" E 27 27 27 27 1r-,0' 0 32 32 32 32
zr-r E 30 30 30 32 9 Z-0' A 17.5" a 29 z9 29 29 16.1" £ 27 27 27 27 1r•1
s r-1• A 20.10' E 21 26 29 30 1tr-1• 0 27 27 27 29 20'-3• E O 33 33 33 33
5.3 rs A 20-Y E Za 20 20 30 >D JO 31 t0 1'-9• A 11'- �
20 tit'-T E 215 20 20 2% 2S4' E 31 31 31 37 r G 20 29 3D 20 7-S• F 27 27 27 27 iT-T C 33 J3 3]e 5.11- A tV.7' E 29 29 29 29 1T-a' E ++ 1'•r 4 1V-11' G ]0 ]O >D 30 6-17 F ?D 2e 2e Z.s lr-4' 0 ]4 34 34 34
29 29 29 20 2C.01 E 32 32 32 32 12 1'a' A IVA' G 30 30 30 30 rr
6.5 S-11 A 17.1" E 30 30 30 30 tr-9' E 29 29 29 21 2r.0• E 32 32 a 2e 26 26 29 is 0 34 34 34 34
5-1' A ir4• E 30 70 30 30 32 � 90 MPN EXPOSURE G
tr-+' E Z9 29 29 21 27-5' E 33 33 33 33 40 1 4•a A 6•t0 E 27 27 ?s ]0 ,r•r
7.5 4'4' A IT-t0• E 31 31 31 31 1S4' E Z0 29 29 30 E 20 20 27 29 ^1 II-11• E 33 33 33 33 45 f-0' A 1r-0' E 26 2e >i 30 15-r £ 25 25 21 29 QRgFE95/pM
A Ira• E 71 31 ]f 31 14'-11' £ 20 29 29 29 2-11 F K
9 Y•11• A 1rJ" E 32 32 32 32 13'-ID' E 30 30 30 ]+ 34 5 Y-r A 1T-1' E 2e 20 20 30 14•-r E 25 29 20 29 pu'• •4�30 2t'4" F 35 35 35 35 55 31.r A 10'-Y E 29 29 29 29 13'.t0• E 25 25 20 26 4 41
/0 Ya" A tSa• E J2 32 1? ]I tJ'-0' E ]0 JIJ 30 30 2V-1V G 36 w_
>a 36 3e 0 3'al A 1S-r F 29 29 29 29 IT,. E 26 20 26 1• t.7 "•f an
11 7-T A if-11 E 33 33 33 33 17J' E 31 31 31 31 29-2' 0 M M 36 36 0.5 z-r A ,s'-0' F 29 20 ?p 29 173" E 20 20 26 27 C? ('` �`O A
12 7-11• A 14'.t• E 3] 1] U 31 tt'.T E ]7 31 31 31 17-7' 0 37 17 J7 17 7 7•r A 11'S• G 30 30 70 30 11 -W E 20 26 20 27 `-A vp +� m
13 74' A 13•a' E 31 33 33 33 tt'-0' E 31 11 ]I
JI 1tr-I' 0 38 )• >t ]• 7.5 Z-s" A 1]'•10• G 30 30 JO 30 11,S' £ 26 26 26 27
14 74' A I7•1V F 34 34 34 >• 10a' E 11 37 u 32 tr-7' a 36 3• 3e 3e E .G130l2DN'�.
U ri' A I ..r F 74 34 34 34 7V-0• E 3I 32 32 e 2-]' A 1y4- 0 70 >a 30 >D 1V-t I. E 27 27 27 2?
fe z.T A tt'.q• F 34 34 34 34 7,7- `� !a'a O 39 39 30 39 9 Z-It- A t2••s• G 31 31 31 31 101 £ 27 27 27 27 t� _
E ]2 32 32 32 1 r-S 13 ]0 39 39 >9 I0 1'-7' A t t'.r G 31 31 JI 31 73' F 27 27 27 2T f S�,Q C I••1`-r
17 7-P 4 114' F JS 35 ]S 75 7-Y E 32 32 32 32 16'10' G sd 4D 40 40
11 ,-7' A 1V-t t' G M 32 3: 32 6-10- F 20 29 21 20 L' OIC(�' 1 1 •�u ra A laa a 32 31 lI 32 6'i' G 2e za ze ze
February 15, 2008
2i612006
Page 10 of 47
5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS
14 Go 3'x8'Steel C 8earn 16 Go 3'x8'Steel C Beam Double 14 G6 3'x8'Steel C Beam 14 Go 3'x8'Steel C Bearn 16 Go 3'x8'Sleet C Beam
TABLE i.5 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 5.5 Attached Freestanding or Attached Freestanding or
St Ucture Muitisoan Units Structure Muftis an Units Structure Mullis en Units Structure Mullis an Units Structure Mullis an Unit-
GROUND TRIG MAX POST MAx MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROLNO TRIG MAx PO57 MAx 31Ax POST LENGTH MAX MAX POST: NGTH MAl( MAx POST LEND n -
SNOW "OTH POST' RE01) Post MIN FOOTER r I 17 I It PCST MN FOOTER r I 17 I IV POST MIN FOOTER f -) 17 I tr SNOW WIDTH POST EO PCST MIN FOOTER v + 1z I Is. POST MIN FOOTER 0' I �_ + tr POST YN FOOTER f 17 I tr
LOAD (T T) SPACING FOR SPACIN POST srzE CCNSTFWN£O FOO7E SPACING PCST SIZE CONSTRAINED FGOTE SPACING POs s✓ZECONSTRAINED FOOTE. LOAD (FT) SPACING FOR SPACINGPOSTSIZE C7;TRAINEOFOOTE SPACI POST s1ZE ONSTRAEO FOOTS SPACING S 612E CNSTRAINEO FOOTE
{a SF) ONS .a SLAB IF T) TYPE 'd 'd- 'd 'd (FT' TvvE 'd 'd 'a• 'd IFT) TYPE 'd 'd 'e• 'd (P.F1 ON SUB SUB IF T) TYPE -a' f •d- tFT) TYPE 'd 'd -d- 'd {FT) P 'd -d
F 1 n Cra ,n} n (FT 'rn) _J pn) r.
90 MPH EXPOSURE C 93 MPH EXPOSURE e
20 4 8%11- A =41 0 29 29 29 32 27-7- D 24 29 2a 31 2rJ- E 31 31 31 53 00 4 31 A 154- F 24 24 25 26 13'-2- � � 72 22 24 27 2U.r G 20 25 27 30
LIVE 45 T-11' A 21'41 0 29 29 29 31 17.10, 0 29 29 29 37 2r-2• E 22 32 32 J3 43 Z_r A 14'-r J'F 24 24 25 27 17 E 23 23 24 20 19-I1' G 21 27 27 29
s 7'-1- A 2tr-1r E 30 30 30 31 19'.1- 0 29 29 29 30 261 E 32 32 32 33 5 Z-5" A IYA" 13 25 25 CS 21 11'4' E 23 23 23 26 l9J' G 21 27 27 29
55 r-S' A 29.r E 31 31 ]7 31 1r-r E 30 30 3C 30 25's' E 33 33 33 33 56 7-r A 131 G 25 25 23 27 1C-r E 23 23 23 27 tr4' O 14 26 2a M
a Fit' A IV-7- E 31 31 31 31 1rs- E 30 30 30 30 244• E 34 M 34 34 9 Y� A 1z4r G 25 25 25 ttr,r E 24 24 24 25 1r-1- 0 29 29 29 29
4,5 51S A 19-1' E 32 32 32 32 tr4' E 31 31 31 31 2V-0' E 34 34 34 34 6.5 1'-10' A II,-10^ G 26 20 9-r F 24 24 24 25 Ir4' G 29 29 29 29
7 S-7- A 164• E 22 32 22 32 IGI E 31 31 31 31 275- E 35 35 35 35 7 1-.r A 11's' G 26 20 7 24 24 24 24 1r-ir G 29 29 29 M
7.5 4.4- A t7-10^ E 33 33 33 33 7S4' E 31 31 31 31 22.11- E 36 36 30 36 73 1'-71 A 1P-10' 0 Za 20 26 2a = 24 24 24 24 101 0 30 36 30 30
S C-5- A 7T-r E 33 33 33 33 14'.11- E _ 31 31 31 3t 2TS' F 36 35 M 36 a 111- A 103' G 26 2t 26 2e r-� G 24 24 24 24 IS'-P G 30 30 30 30
9 3.t1• A 1r41 E 34 34 34 34 17.1P E 12 32 32 32 21'4' F 37 37 37 37 9 7'•4" A r4- O 27 -7 27 T4' G 2S 25 2s 25 141 1r O 31 31 31 31
10 31 A 15'4" E 34 34 34 34 13'4' E 22 32 32 32 27-10' 0 30 36 34 36 10 v-r A sr-a- G 27 2T 27 27 rJ' 0 25 25 25 23 14'-0' 0 31 31 31 31
11 Tr A 14'.r E 35 35 35 35 17J' E 33 33 33 33 20-2' G 30 39 39 39 11 V.1' A ra' G 27 27 27 27 r-r G 25 25 25 25 17-r a 32 32 32 32
t2 Z-11' A 14'-1' t 35 35 35 ]s 11'-7' E 33 33 33 33 Ir-7' O 30 30 39 39 90 MPH EXPOSURE C
- 13 7-r A t3.6' E 30 34 M 36 11'-0^ E " 33 33 33 19-1' G 40 40 40 40 a0 4 3'4)- A 15'-0" F _25 25 ze 29 17-Y E 24 24 25 29 20-9' G 26 29 26 31
14 Z4' A 121-10, F 34 36 30 3e 70'41 E 34 34 34 34 lf•7- G 41 41 4l 41 4.6 74' A 14'-9' F 26 26 211 29 77-r E 24 24 25 27 If•11- 0 29 29 29 It
13 74' A 17J' F >s Jd >e 36 10.0' E 34 sL 34 34 1r-w a 41 41 41 41 5 YS- A 13AV G 26 20 26 20 lt•4r E 25 25 25 27 19J' G 29 29 29 30
90 MPH EXPOSURE a 55 Z_r A 1T-2' G 27 27 27 2e ld'-r -E 26 25 25 27 IF-W G 30 30 30 30
25 4 r.r A 2z-0' E 27 27 27 30 ZT r E 26 20 27 29 2r-9• E 29 29 29 32 0 7-0' A 174' G 27 27 27 26 1r-r E 25 25 25 29 1r-1' G 31 31 31 31
49 614" A 21'-r E 27 21 27 30 174' E 27 27 27 29 2r.9' E 30 30 30 31 6.5 1'-701 A it'•10- G_ 27 27 27 27 94r F 23 25 25 20 IT-V` G 31 31 31 31
5 V'r A 2tr4' E 26 2a 20 30 1r4' E 7 27 Z 27 29 2Tr E 30 M 30 31 7 1'-r A IVA, G 20 26 26 26 9J' F 20 26 20 26 le"r 0 31 31 41 31
5.5
S.r A 17-IT E 29 29 29 29 17,4- E 20 29 26 29 25.0- E 31 31 31 31 7.5 r-r A 10.10' G 28 25 20 2a r-f0' F 20 29 26 20 irJ" G 32 32 32 32
6 V-r A I9rr E 29 29 20 29 17'r E 18 29 2620 24'-3- F 32 32 32 32 a 1'd A IDS" G 20 20 26 26 rS G 20 26 20 26 IS-r O 32 32 32 32
O.S 4's' A tr-r E 30 30 30 30 Sr4' E m 2• 26 24 27-r F 32 32 32 32
a•.i' A 1S'-I' E 30 30 >D 30 1S4' E 29 29 29 20 23'-1' G 33 33 33 33 CV:71- TABLE SA TRIBUTARY WIGTN6 FOR SINGLE SPAN ATTACHED STRUCTURES
7.5 31-IT A 17*-S- E 30 30 30 30 1S•1- E 29 20 29 29 22-S' G 33 33 33 33 HANG PROJECTION OF SING LE SPAN STUCTURES
a 7•1" A tr-I I' E 31 31 31 31 1V.1" E 29 20 29 29 2Z4' G 34 34 34 34 F r r 10, 11' 17 1r 14 11. 1r 17' Ir 19 29 21' 27
9 3',r A 11-111 E 31 31 31 31 174• E 30 30 30 30 21'-2' G 35 33 36 35 tr V 4.S 57 5,r r S T T LS V 8.91 9 9.1 10' IC
11'
10 2'-1r A 11-1' F 32 32 32 32 IZ-7' E 30 30 30 30 20.6- G 3S 33 35 35 V 4.5 s 5T r as 7' 7S r a.5' r 9.1 lo' 10.5' 11' 11,5
1t 7-r A 141s' G 32 32 32 32 11'.1r E 30 30 30 30 19.10' O 38 36 36 36 7 5' S,S r IlrV 7' T.S r SS Or 9.6' 1r 10.5' 11' 11.5, 17
12 2.P A 174• G 33 u 33 u ll,-r E 31 31 31 it 19J• .1337 37 37 37 7 5.1 r a N r 7.S r as 9 9.S 10' IO,S it, 111' 17 12-5
13 7S A 17-0' 0 33 33 33 33 104" E 31 31 31 31 19.9' 0 37 37 37 37 C r a,57 7' 7S r ILS 9 9.r 10, 103, 11' Its 17 12S 17
90 MPH EXPOSURE C S I,T T 7.V or 0.5' 9 ON 10' 10.7 11' 11.5 iz 12.1 IS 13.r _
25 4 T.r A 27-0• E 26 26 29 1t 211J' E 2a 29 20 11 27r4- E 31 31 31 33 r r 7.5 r a.T r 01 it f65' 11' 11.6' 1z 12.5' 17 $3.3, Ile
4S rJ' A 21'.r E 29 20 29 31 194r E 28 26 20 31 2V-r E 32 32 22 33 T 1-3' r 6.S 9 9.5' - 10' 10.5 11- 11.S I 12.3' 1S 13,5' 1< 14.5
S S-O' A 2D4' E 30 30 30 31 Ir-r E 29 20 2030 24-r E 32 12 32 33 r r 9.1 9 9.8 III Its 11' 11.S- 17 12.1 13, 13S' 1r 141, 11 Y1�
53 5-r A 19•10" E 31 37 N 31 1r4- E 29 29 29 '30 21-0' E 33 33 33 33 9 Is, r 941 1D lox 11' 11,5, 17 12.5' lr 13S 14' 14.1 11 15
.r �Qj3,df=SS2Q��
a 4'-r A 19J" E 31 31 31 31 17,4r E 30 30 30 30 2V-3' F 34 34 34 34 19 9 9,5 13 10.1 IV 11.6' 17 129' 13, 13.5 IV 14.5' is 1s.$, 1r fi QUr `
e.5 4'.r A /01-91 E 32 32 32 32 trJ' E 30 30 30 30 27.7' F 34 34 34 34
7 4'-1' A 1a'-1' k 32 32 32 32 W4' E 31 31 31 31 27.1' G 33 35 35 35 TABLE 5.7 post R41quImments TABLE 5.8 Post Requirements for
7.5 a*-Ir A ITs' E 32 32 32 32 15'-1- E 31 31 31 31 2Z4' 0 35 23 33 '3S for Attached Structure Freestandl Structurso UA C 6H139 r"
9 r-r A }r-11 E 33 33 33 a3 14''V`
E 31 11 31 37 27-0' a 3e 30 30 3e Post Dwaiptian Max POST Past Oasaipbon Max Maximum POST E $!30(7Ai�G9
9 r-2' A 15111' E 33 33 33 33 t3'-r E 32 32 32 32 21'•r O 37 37 37 37 H ! Hai ht FoOt1n
10 7-16 A 1S•1' F 34 x 34 34 Iz-r E 32 32 32 32 2tr4' 0 30 30 30 30 Afum Twin 0.032'x1. 'x1.E SD S' A Steel 0.043'x3'x3' ackseam 17 d- 27' F
tl Y-r A 14.4' o 35 36 36 36 ill-IT E 32 32 32 32 Ir-fir a 30 36 30 38 n0.062'x1.5'xl.5'Scroll 2' A Steel 0.18d'x3'x3'S uare 15' d� 37' G , J•�' C!
12 zr A 1rr d 33 >s 35 35 11-J• E 33 33 33 33 I9J' o 39 39 39 39 Alum 0.032 x3'x3;LDeksearn 12' B Steel 0.18S"x4 x4' More tg' d- 44" H f"..�. �.0
A 17-0' O 33 35 36 35 19a' E 33 33 33 33 1r4' 0 40 40 40 40 Alum 0.040'x3'X3'Lockaeam 12' C Steel 0.188'x5'XS' u IN d- 49' I
14 7-0' A 1 174• 1 0 36 36 36 30 10'-r E 33 33 33 33 11 It-r 1 G 41 1 41 1 41 It Alum 0.C55'x3'x3'Fluted 12' D F84t7fa1'y 15, 2008
GENERAL INSTRUCTIONS FOR THESE TABLES Alum 0.120'x3'x3' uare 1 Z' E �r
11. CHOOSE FREESTANDING OR ATTACHED STRUCTURE S.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN Steel 0.043'x3'x3'Locksaam 72' FM E 10 LS U
2. CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT steel 0.Iaa'x3'x3'Square 15' G
3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 5,a Steel 0.188'x4'x4'$ uare 18' H
(PATIO UNITS USE 10 PSF MIN.COMMERCIAL UNITS 9.FIND THE O/C SPACING OR N OF FASTENERS FOR ATTACHING HIL d I N Q P R Q D U O T 9 Carl Putnam,P.E.
USE 20PSF MIN) TO WALL FROM TABLE 7.5 227 South Town East Blvd 3441 ivylinll Place
4• CHOOSE A PANEL FROM THE TABLES IN SECTION 3.0 THAT HAS 10.USE THE APPROPRIATE DETAILS Mesquite,TX 75149 Lynchburg,VA 24503
ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SUBS FOLLOW 1-6 FROM ABOVE THEN (972)285.9811 carlputnaml*comcast.net
S. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.6 OR SLAB 7,DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.5 F(972)882-8818
CALCULATE FROM TRIBUTARY DIAGRAM ONMUSAGNOI SLAB A.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
6. CHOOSE A HEADER FROM TABLE 5.5 THAT HAS ADEQUATE SLAB 9.POST'A'MAY BE USED FOR ALL ATTACHED UNITS ON SCAB 21612008
POST SPACING. SLAB 10.FOLLOW 9 AND tO FROM ABOVE Page 11 of 47
5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS
5'F2dl Formed Fascia t OAIO' "MU7fi fi.5'Rou Formed Fascia Detail MU 15 fi p11meS Extruded Fasca IDelail MU321 5'Roll Formed Fasoa t=0.6sQ' MU1& 5'Ralf Farmed Fascia Deta!MU15 6'Allmet Extruded fasua Detail MU32
TABLE 5.9 Altacred freestanding or Attached Freestanding or Attached Freestanding or TABLE 5.9 Attached Freestanding a Attached Freestanding or Attached Freestanding or
Stricture MMAX P n Units Stntqure MWUs an Units Structure Mullis an Units Structure Mu1Us an Units Structure Mutts an Units Structure Muftis an Units
GRCUND 7RIB MAX POST MAX MAX PCST LENGTH MAX VAX POST LENGTH 14AX MAX POST LENGTH
%ANL(PSF)
IRIS MAX POST MAX MAX POST UENGTH MAX MAX PCST LENGTH MAX MAY POST LENGTH
SNOW WIDTH POST REOD PAST CS r WE S.
NE I 12 POST MIN FOOT F + IQ I t7 POST MfN F00TER /' I 1Q f 17 YVID TH POST EO' POST A1N TOOTER F 1 T I 17 PCST MIN FOOtER e' I 1P I 17 POST MIN rpaT E0. F I 1Q I 17
LEAD IFT) SPACING FOR SPACIN POSt SIZE CONSTRAINED FOCTE SPAC: POST SIZE CONSTRAMED FOOTS SPACING POST WE ONSTRIINED FOOTS IFT) SPACING FOR SPaC�N POS 512E CONSTRAINED FOOTS SPACING PAST sRE CONSTRAINED FOO7E SPACING S 54E ONSTRAINED FOOTS
1P5Fj ON SUB SLAB (F T) YPE •d- •C 'd' 'd' jFT) TYPE 'd' '� 'd' 'T {Fn TYPF 'd- •1 'd' 'd''FT r;n Gnl fn Im ONSUe SUB IFT} TYP 'd' 'd' •d' 'd' F TYPE
DO MPH EXPOSURES i� Fn In MI in) M FT (nl t T! (nl dl 6n1 ml IF 7) TYPE (n
10 ♦ 1T11' A v-3- A 20 20 20 90 MPH E2POSURE a
21 11'71' A 21 21 22 23 14J' A 23 23 I3 23 30 A 114' A S'-r A ,/ 17 la 16 a'-r 9 1e is
t9 2a v-r C 20 z0 20 2i
L1V£ 4.5 tS•7' A 1'-7 A 20 20 20 21 11'41 A Z2 n n 22 13'.17 A 23 23 21 5 tr-T 23 45 Ste- A 1'-tP A 16 1e 17 10 F-1' p is ,/ 1e tp p-0' C 20 20 M 21
A r-r A 20 20 20 20 1Q-a- A 22 22 22 27 17.4' A 24 11 21 21 5 l'_10" A 4.5' A 17 11 17 to S-T
5.5 t7J' A ra• A ?b 20 20 20 v-T A 22 22 22 B ,/ 1e 1s /9 F5- D 20 20 20 21
+7-17 9 24 24 24 2117 t7 17 17 S'-r 9 18 t6 4/ t9 Fir D 21 21 21 21
6 1 t'�• A 7'.r A 21 21 21 zt T-r A z2 22 22 22 17-3' 6 2s 25 25 25 a 4'- A
es A 3'•,7 A 17 17 17 17 4'-r B 1s 16 is 1/ r"r D 21 21 21 21
e'�17 A 21 2t 21 II e'-e- A n n n 11 11'4' 9 25 25 25 23 as 7-1" A ?-r A i7 t7
7 v-r A e'r A 21 21 21 21 e'-T A 23 23 23 23 s7 17 1'-T B 76 1/ 1e 16 7-r O 21 27 21 2f
1T-r 8 zs zs zs 29 7 3'-S A r-5' A 17 +7 17 17 1•_3- 9 Is is to 16 T-0' O Ti 21 21 21
1.S 9'-1' A e'•T A 27 11 21 21 r_17 A 23 23 23 i3 tP1P 9 25 25 2S 23 I 0 Wr A V-11" A 21 21 $ 7.21 A 7-r a 17 17 1r 17 4-1- B 1a Is 10 is F-T D 22 22 22 22
21 2, r-0' A 23 11 21 2J 1P-0' 0 26 26 25 26 / 7-0' A 7.1' B 17 17 1r 17 7-10" B 16 1/ le 1a F-5" D 22 22 22 Z2
9 Tfi' A SS` A 21 21 21 21 a-10' A 23 23 23 27
v-to B 2e 2e 20 26 9 74r A 7.9' a 17 7 7 7 3'-0 B t9 9 t9 19 F41 D 22 21 22 22
10 e'-7 A 5'•R A n 22 22 22 6'�' A 23 23 23 23 v-T a 27 27 27 27 10 Z_r A 74- 9 17 17 17 17 ]'•T
1t e'-r A 4'-a' A n 21 22 n 5-11' A 24 2a 21 a 19 t0 t9 19 5'-a• 0 23 23 23 23
_ 24 a'.10' C 2'7 27 27 17 11 7-T ♦ 71' B 17 77 17 17 *4T B 19 19 19 1D Sa" 0 23 23 2J 23
12 5-417 A 4'-W A 22 22 zz 22 S'4r A 24 24 '24 24 8'4' C 27 27 27 27 12 2.0- A Z-
13 5',T A 4'-1' A 22 22 22 n 5'•Y r a 17 17 17 to Zd a 19 to 19 19 5'-0' D 23 ZS 2J 23
A 24 24 24 24 FA' C 20 26 2e Ie 13 1'•17 A 7-0' 6 17 17 1T 1s 7T B 19 19 19 19 4'_7 O
14 4'-10' 4 7-11' A n 22 22 TZ 4'-11' 9 21Ll
24 23 13 ZJ 23
T-0^ C ?• 18 20 Zs 90 MPH EXPOSURE C
1S 4'4' A 1'-4' A n 22 u 22 1'-0^ B 24 24 2/ 2/ 28 26 ]0 4
1e 4'.Y A J'-0` A 22 22 22 22 1'a' B e'J A V'Y A I7 1a 16 1p F-0' a 19 19 20 21 v-r C 21 21 21 21
21 24 T-1• C 20 20 2b ?e 4.5 Ste' A 4.t7 A t7 17 16 1p C-1' 6 19 1D tp 20 vd C 21 21 21 21
17 /'-0' A 3'-0"' A 23 2] n 23 4,7' B 24 24
F-70` C 29 2a 29 29 5 41.w A 4'-5- A I la is 19 5-T a 19 19 19 20 F-S- 0 22 z2 22 n
90 MPH EXPOSURE C
10 4 1T-0• A v-S• A 21 21 21 Z2 11'-11' A 23 2J 2] Ia
17-0' A 2! 24 b 4'-0• A 4-7 A 1s" 16 Is U 5'-T B 1p to 19 19 F-0' D 22 22 22 22
LIV£ 47 15-I' A e'-P A 21 21 21 n 11'-0" A 23 23 33 2] 24 24 6 Wirr A 3'-10" A is 16 1s is a'-1
Cr
B 19 10 19 19 T-r 0 22 72 22 12
17-ie' A 24 24 24 21 6,5 ]'-r!" A 7.7" A is 1e 18 /0 4'-r a 19 t9 19 19 r-r D ZS 23 23 23
5 17-r A 6-r A n 22 n n IP<'. A ZJ 23 23 27 17-0' A 25 2S 25 z5 SS 17�' A r•a' 7 ra" A r5' A 1e 16 10 is 4A" a 19 19 19 10 r-T D 23 23 23 23
A 22 22 n 22 0, A 24 24 24 24 IZ•/' A 25 25 21 23 7.5 r-
0 11'�' A 7'-Jr A 22 n 22 23 v-r A 2/ 24 24 24 T A J'-T a ,a 1a t/ 16 4'-1' B Za 20 20 20 F-0' D 2] 23 2] 2]
26 20 26 25 a 3'-0• A 7.1' a 1/ 1s 1/ 10 7-10" a 20 20 20 20 T-5' 0 23 21 27 23
e.5 tPa' A F-17 A n 22 YI n F-T A 24 2/ 24 24
71's' B 26 A 24 M 9 7-0" A Z-0- B I 1s 1/ U 7-0- B 20 20 20 20 e'-o" D 24 24 24 24
7 v-0' A 6'-0' A n 22 22 12 F-7' ♦ 21 24 24 24 11'-Y B 27
17 27 27 10 7-51 A 7-0' a - 1s 1s 1/ 1/ 7•T a 20 20 20 29 5'-0' D Z4 24 24 24
7.3 v-1' A 0'-r A 23 - 27 2] 23 T�10- A 2a 24 24 24 ip-17 9 27 27
♦ S'-11' A 2] 21 23 23 11 A 21 21 21 21 21 27 11 Z-T A 7.4' B 1s is "t/ 1/ 7-1 t' a 20 M 20 20 Sa' O 24 74 24 21
tQ-0• a 27 27 27 27 12 7-0" A Z•Y s 79 19 19 I 7-0• B 20 20 20 20 S-0" 0 2S 2s 25 25
9 r-0" A S'-S' A 2J 23 27 17 e'•17 A 25 25 25 25 P•10' B 27 21 2e 20 I t0 0--7 A 5-T A 73 23 23 23 e'i' A 3 1'-17 A 2A" B 10 10 1s 19 2'-0' B 20 20 20 20 4-.P 0 25 25 25 23
25 23 ZS 25 4J' B 28 Ia 2/ 26 90 MPH EXPOSURE a
11 0'-T A 4-0" A 23 23 23 23 5-11' A 25 25 25 23
A 4.5- A 1'•1r C 29 29 29 29 AO 1 4'4" A 4'.l" A 10 16 17 1a 1%s 9 16 17 ib 19 F-T 0 19 t9 20 20
2a 24 24 24 Sd A 25 2S 2S 25 Fj' C 20 Zo 20 29 /.5 4'-0' A 7.11' A 15 10
1J 5$ A 4-1- A 24 2a 24 24 S'•T A 20 26 26 17 17 a'-11' B 1e 17 to 1/ T-0' D ip 1/ 19 ZO
2e a'a- C 29 20 29 29 S 3'-r A r•r A 15 1S to 17 4'41 B 17 7 7 18 T3 0 0 19 9
11 4-10' A J'•t 1' A 2a 2l 24 24 4'.11- B 2a 2a 26 2/ 7•.a^ C 70 30 30 30 20
15 4'-0' A 7.7 A 24 2! 24 24 !'./" a S.S ]'-0' A 7-0- B 15 is 1e 17 4'•T B 17 1T 17 1a 0'-17 D 20 Za 20 20
20 26 20 T-0- C 30 30 30 30 a Y-0' A 7.1" 9 to la /6 to 7-17 / 17 17 17 17 ea' 0 20 20 20 20
16 4'a" A r-0- A 24 24 24 24 e r B 26 20 26 20 r•1" C
17 4'-W A r4' A 24 24 2! '� >D as 7.7 A 7-10" a 10 10 is 1. 7-r a 17 17 11 1T F-r D 20 20 20 20
Z4 4'-T B 26 20. ?d ?e "T C 31 ]1 31 31 7 7•r A 7-0" B 10 50 1s la 7-S"
90 MPH EXPOSURE/ a 17 I7 17 17 S-1 l- D 20 20 20 20
7.5 7-5" A Z•0" B 16 1e 10 1s 7-T B 17 17 17 17 5%r D 21 21 21 21
20 1 s'•11' A s'-r A 17 11 I/ 10 T-7 A 1a 10 20 20 10'-1Or B 21
LIVE 4.5 T-11' 21 21 n / Z-r A Za" 8 16 16 is /s 7{T B 17 17 17 17 S'a" D 27 21 21 21
A 54" A t7 17 I1 t9 T-T A 19 /9 19 20 1P-T B 21 21 2t 21 S 7-i' A SJ' A 17 17 16 ,0 e•r 9 2.0^ A Z.T a to le /e 17 2*4r a 17 17 17 D 21 21 21 21
A 19 19 19 10 vT B 21 21 21 P 10 1'-7 A 7-0^ a is Ia 10 17 7-0" B 1I 17 t7 17 4'.p" O
S S Fa' A a•.11^ A 16 la to I0 F-r A ,p 19 ID 19 vt" C 22 21 21 21 21 6 5-11' A 1'•T A 10 U 16 la S4 A Ip 19 19 1p 1'-0' C 22 22 n 22 11 I'-r A F-tP a 1e 10 11 17 T-3• C 17 17 17 17 4-0" D ?2 n ?2 22 e.a A 1s is 16 is Tor A 19 t9 19 19 22 22 12 t'-0" A 1'� B le 16 17 le 7-1- C 17 17 17 1s 4-r E 22 22 21 n
F-T C 22 22 n 72 90 MPH EXPOSURE C
A 4'-1' A to 10 td Ib r-1" B 19 19 t9 is r-11" C 22 22 22 22 40 4 4'-W A 4'.1' A to 17 11 11. 5'a" a 17 Is 19 20
A 3'•10" A 10 1a 10 is 4'-10• a 19 1s 19 i0 r•r C 23
2? 23 h 4.$ 4-0' A ]'-14- A 16 1a 17 1/ 4'-11" B 1a 17 16 1/ s�
A 7'-0' A fa le to 1/ a'.r 8 M 20 70 20 T-0' C 23 23 23 n 5 r.r A 7-T A 1a to 17 1a 4'1' 8 17 17 1/ 19r��
9 7-11' A 3'�- A 16 1/ 11 10 4'•T B 20 20 ?D 20 F•17 0 23 2] 23 23 Sd 7•T A 7-0' B 17 17 17 17 4'-T a 17 17 Is 1s T `' Pu ray Fr
10 Td' A 7-0" A Is 11 I/ is T.10' B 20 20 20 29 F.S D 24 24 24 24 11 7-r A 7.10' A t/ 14 1s to 7-0" B 20 20 20 0 ]'-0' A J'1- B 17 17 17 17 T•10' B 17 I1 17 1a G�.••��20 a'1- O 24 24 Ia 2a 65 Z-9" A 7 17 s 17 17 17 t7 r-r a 17 11 1r 16 LV �+ F'�
12 z4r A 7-7" A 19 19 to 19 rs B ZO Za 20 ZO 5.7 0 24 24 24 24 7 z-r A ZY a 17 17 17 17 7a- B 17 IT 17 Is 1u Ci 68139
IJ 7-a" A 7a" A 19 19 t9 19 7-1" a 20 20 20 20 S-0• D 24 21 IL
14 7-0` A 7-r A 19 19 19 fp Z.17 B 20 20 20 24 24 73 25` A 7-0' a 17 1r IT IT T-r a 17 11 11 11 E ,p 6J30 DJS'
2a F-7' D 25 25 25 25 a ZJ' A Z-3- B t7 17 11 17 7-0^ B 17 17 17 17 * r `. f
7-r A t9 tp i9 19 7ir a 10 20 20 20 S-P 0 25 27 13 25 9 r ,y 16 Z-2" A 7-0' A 19 19 tp 19 Z� B M 20 20 Z-3" A Z-T B 11 q 11 17
70 1-t7 D 2S 25 25 23 10 7'7 A 2'd' B 17 t7 71 16 Z-0" B 17 17 tr 1a �'T� r"1 Il.r
-1,• A tp ID 19 ,0 ZS B 20 20 20 20 4•-0^ D 25 25 25 25 li I'-7' A I'-10" B 17 17 17 fe Z3' C 17 17 17 18
aFC 11r a
A 1'i' 8 1J 17 10 ,1 Z-1' C 17 17 16 10
February 15. 2008
216(2008
Page 12 of 47
6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN HIGH WIND AREAS
042%3'W Detail MU76 Double 0 042'x3'xa" Detail MU113 Double 0.032'x2 x6.$'(Detail MU 113 0.042'x3'x6' Detail MU76 Double o.042'x3'xS' Deta'4 MU113 Double 0.032'x2'x6.5' Detail MU113
TABLE 9.1 Alladlad Freestanding or Attached Freestanding or Attached Freestanding or TABLE 6.1 Atached Freestanding or AM Chad Freestanding or Attached Freestanding or
Structure Mutfispan Units I Structure MultJ pan Units I Structure Muftis an Units Structure Muftis an Units Structure Multispan Units Structure Mullis an U-t3
GROUND ;RIB MAX POST MAx MAX POST LENGTH MAX MAXPOSTLENGTH MAX 14AX POST LENGTH GROUNO ;R11 MALX POST MAX MAX POST LENGTH MAX MAX POSTLENGTH MAX 4AX POST LENGTH
SNOW NnOTH POST RE09 P057 MN FOOTER r I 17 I 15 POST 1MIN FoorEe r I 17 I 13' POST MIN 11OCTER r I IZ I is SNOW V11DTH POST REDD POST xMN pOTE r I 17 I 1S POST MIN DOTE I I 17 15' POST MN DOTE IT I IZ I 15'
LOAD {FT) SPACING FOR SPACIN POST SIZE CNSTRUNED FOOTS SPACINGPOST 512E CONSTRAINED FOOTS SPACING POST SIZE ONSTRAINED FOOTS LOAD IFTI $PAC IN FOR SPACIN PAST 512E ONSTRAINED FOOTER SPACIN POSF San ONST"NED FOOTS SPACI POST SIZE ONSTRAINED FOOTS
(PSF) ON SUB Sub (F T) TYPE 'd 'd' 'd- 'a' {F T) TYPE •C 'd• 'S• '4• (FTI TYPE '4' '4" •� •4• IvSF) ON SLAB SUB IF T) TYPE 'r '4' 'f .4- FT) TYPE 'C '4' 'd '3' IFT( TYPE •4' '4' .r 'Fr
FT fnl 'In) n ') 6n nl t 'FT n) rm n in) ) , run 7n (n rm
105 MPH ExpCSURE C 130 MPH EXPOSURE C
SO ♦ tr4^ 4 7.71 A 24 24 25 27 IS-10^ A 26 28 20 30 11'-0' A 2S 2S 25 27 20 ♦ I-11' A T-0- A 25 25 2e 27 12'-r C 30 30 30 31 r-P A 25 21 24 27
L.vE 45 15'.1' A 11,00' A 24 24 25 25 14-11' A 29 29 29 30 1V4' A 26
5 St�r 14 24 76 LNE 4.5 r-t 1' A 6'4' A M 25 25 27 11'-r C ]t ]I 31 31 T4• A ?e Ta ?e 27
A r.r A 24 24 24 26 14'.2- B 29 29 29 29 r4• A 20 20 28 26 5 7.1• A 5'-11• A 25 25 23 2e 10.10• C 31 31 31 31 r-r A 20 20 79 26
5.5 174' A 7'4• A 25 25 25 25 17-0' 0 30 30 30 30 7-0' A za 26 26 2e 5-5 6'-5' A 5'4" A 20 26 26 20 Ta-t" C 31 31 31 31 a'-r A Z7 27 Z7 27
4 11-4* A 7.r A 25 25 25 25 1Z.1 t• B 30 30 30 30 114' A 26 29 26 26 6 T-11- A 5'-r A 21 2e 26 26 r•s' C 31 31 31 31 3'Ar A 21 21 27 27
65 10'S• A 6-10' A 25 25 25 26 124• a 31 31 31 31 r-111 A _
7 rJ^ A 26 Za ?d Za e 5 5'-0" A 4'-1p^ A M 26 2• 26 I-10' C ]2 ]2 32 72 5'-S' A 27 2T 27 27
6'4' A 2S 25 25 25 11'-11' B 31 31 31 31 7-5" A 2a 26 20 29 7 5'-1" A 4'4' A 26 z6 26 26 r4- C 32 32 32 32 5'4' A 7T 27 27 27
75 7-1' A 1'-I- A 25 25 25 25 114' B 31 31 31 31 T-0' A
27 27 27 27 75 4'-r A a'-Y A 20 20 M 20 T•te• C 32 32 32 32 .'•P 8 27 27 27 27
8 r4' A 5-Ir A 26 28 26 20 111-r a 32 32 32 32 r-r A 27 27 27 27 1 4'4' A 4'4" A 2e 21 21 2e r-'S C 32 32 32 - 44' 0 27 17 ?1 27
0 r4" A T4" A 24 26 26 20 1ra- a 32 32 32 32 r-0^ A 27 27 27 27 9 7.11' A 3'•7' A 26 29 21 26 r-r C 32 32 32 32 4'-I' a 27 27 27 27
10 r4' A 4'•10' A 26 26 20 20 r4- C 32 32 32 32 Sa- A 27 ZT 27 27 10 T4' A T-r A 28 20 2r 26 r-r 0 32 32 32 n T4- 6 27 ZT 27 27
11 I-r A - V'r A 26 29 20 26 r-P C 33 33 33 ].7 T-1^ A 27 Z7 27 27 11 Y-2" A 3'4' A 26 26 28 26 54" D 32 32 32 32 3'-V a Z7 27 Tr 27
12 54" A 4-r A 20 26 28 20 I•r C 33 33 33 33 4'4" A 27 77 27 27 12 Z-11'. A Z-r A 26 26 28 26 I-r 0 33 33 33 33 7.1" a 21 27 n 27
13 5•r A T•11' A 26 26 20 26 7.r C U 33 33 33 4'4^ A 27 27 21 27 13 Z4' A 24^ A 26 26 24 28 C-10' 0 33 33 33 33 7.11" B 77 27 27 27
14 4'-10' A Td A 26 28 20 20 r-r C 33 33 33 33 4'.1' A 27 27 27 27 105 MPH EXPOSURE C
15 4'4- A Y5' A 20 28 26 m TA' C 33 33 >] 33 7-10' A 27 27 27 21 25 4 r-r A T-I' A 22 22 24 25 ITS D 2a 20 27 29 T-r a 22 23 28 27
16 4'r A Ts A 77 27 27 27 6'3' C 33 33 33 33 Y-7^ A ZT 27 27 27 45 a'•4- A I.5" a Z2 22 23 24 11•d D 26 20 26 20 T-1' a 22 23 25 21
17 4'4' A 3"A' A 21 27 Z7 27 WA' C 33 33 33 33 YS' A 27 27 27 27 5 5-r A 5`11' 9 22 22 23 24 IO-10' 0 27 27 27 Z7 r4' B 23 23 25 20
110 MPH EXPOSURE C 55 5'.r A 5'S" a 22 22 22 23 rO D 27 - 27 27 27 rr B 23 23 24 21
10 4 1 r-0• A I.,11. A 24 24 23 27 1S-1- A 29 29 29 70 10'd- A 25 25 26 21 a 4'-r A 5'd' 8 22 22 22 23 I-5- D 27 27 27 27 T-r B 23 23 24 25
Uve 45 15.1' A r•r A 24 24 25 26 14r A 29 29 29 30 r4" A 26 20 26 27 a5 4'S' A 4.4' a 22 22 22 23 INC a 27 27 27 27 5'-r 6 23 Z3 24 25
5 IY.T A r4" A 25 25 25 20 174' A 30 30 30 30 r4' A 20 26 21 26 7 4'-1" A 4'4' 6 22 22 22 22 I4^ 0 27 27 27 27 4-f0' a 23 23 23 24
5.5 174' A r-r A 25 23 25 25 17-1tr a 30 3C 30 30 r4' A 20 26 25 25 7-5 T-1 C" A 4'-1^ a 22 22 22 22 7.9" D 27 27 27 27 4'•r 9 23 23 23 24
e 11'4• A I-r A 25 Z5 25 25 12J' B 31 31 31 31 r-r A -26 20 20 28 8 3'.7- A 3'-10" 8 22 Z2 22 22 r-I" O 27 27 27 27 N-C 8 23 n 23 24
6.5 1P-6• A I4' A 2S 25 25 25 11-10' a 31 31 31 31 r4" A 27 27 27 27 9 Y-r A YS' a 22 22 22 22 64' D 2e 20 21 28 7-11' 8 23 23 23 23
7 9'd^ A I4" A 25 25 25 25 11.4' a 31 31 3t 31 VAX A 27 27 27 27 10 7-10" A 3-1• 0 22 22 22 22 T4" O 29 28 28 29 31-W B 23 23 23 23
7,5 r-1" A 5'4" A 21 20 26 10-11• a 32 J2 32 32 4'4" A 27 27 27 27 11 2-r A 2-10' a 22 22 22 22 _5-7- O 26 26 29 28 Y-r 6 23 23 23 23
8 r4" A 5's" A 28 26 28 2e 105' a 32 32 32 32 61-Z' A 27 27 27 21 12 2'4' A Z-7- B 22 Z2 22 22 SS 0 28 26 20 26 74 a 23 23 23 23
9 74" A 4'-11' A 28 26 26 20 74" B 32 32 32 32 S-r A 27 27 27 27 $3 Z-r A 7S' 8 22 Z2 22 22 4.4' D 28 28 20 28 7.9' B 23 23 23 24
10 I-9' A 4'4' A 26 26 29 28 I•r a 32 32 32 32 S'-1" A 27 27 77 27 110 MPH EXPOSURE C
11 I.r A 4'-r A 20 20 26 26 fr1v a 33 33 33 33 r4" A 27 27 27 27 25 4 r-r A r-1" A Z2 22 24 25 t7-5 0 27 27 27 29 T-9• B 22 23 24 25
12 T-r A Y-Ir A 20 20 26 26 rd" B 33 33 33 33 4'4- A 27 27 27 27 45 a'4" A 6'S' B 22 22 24 25 11'-4" D 27 27 27 28 7.1- a 23 23 23 25
13 SS A T-r A 26 29 28 26 rr a 33 33 33 33 4'V' A 27 27 27 27 5 5'-r A T-t 1" 5 Z3 23 23 24 147-W 0 27 27 Z7 28 I4' 9 23 23 23 24
14 4'-IQ' A Y4" A 26 25 26 20 I•r a 33 33Ul"d
33 7•r A 27 27 27 27 3.9 5'-r A TS- a 23 23 23 24 9'4" 0 26 28 26 29 r4r 0 23 23 23 24
1! 4'4" A 7-r A 27 27 27 27 I-T a 33 3333 74" A 27 27 27 27 0 4'-9" A S-0" B 23 23 23 23 I.1" 0 20 28 20 28 5-r a 24 24 24 24
11 4a" A Yd' A 27 27 27 27 V-10' C 33 3333 Ya• A 27 27 Z7 77 a'$ W., A 4'S' 9 23 23 23 23 r4" 0 26 28 29 26 vz a 24 24 24 24
17 4'4- A 7-10' A 27 27 27 27 5•r C 33 3,, 33 7-1- A 28 26 28 26 7 4•-1- A 4'4" a 23 23 23 23 I4" 0 20 20 20 28 4-30' 5 24 24 24 24
12C MPH EXPOSURE C - 7.5 T-11r A C-1" 9 Z3 23 23 Z3 r-7- D 2e 26 20 24 4'-r 9 24 24 24 24
10 4 1rU' A r-11" A 25 2S 26 27 17-9' A 20 29 29 31 rr A 25 20 26 27 8 3'-r A YAM a 23 23 23 23 r-2" 0 20 21 29 28 4'4' a 24 24 24 24
LIvE 4_5 1S-I" A r•r A 25 25 25 27 17-0' A 30 30 30 30 r4' A 20 26 25 27 9 T-r A Y-5- 9 23 23 23 23 I4' D 28 26 28 29 Y-1 I" a 24 24 24 24
5 1314r A 6'-r A 23 25 25 20 174• A 31 31 31 31 r-10^ A 26 20 21 25 10 7.10• A 3'-1• B 23 23 23 23 TOt- 0 29 29 20 20 Y-r 9 24 24 24 24
55 124. A r•r A 25 23 Z5 25 11'-9' A 31 31 31 31 rr A 20 20 26 20 11 7•r A Z-10' 9 23 23 I3 23 S'd" 0 29 20 20 21 3'•r a 24 24 24 24
a ,1'4" A I-te' A 25 25 25 28 11'J^ A 32 32 32 32 r-9" A 27 27 27 27 12 74' A Z-r 9 23 23 23 23 5'4 0 21 29 20 29 7-0 8 24 24 24 24
8,5 104' A S4r A 26 21 21 28 1p4^ 9 32 22 32 32 I! A 27 27 27 27 110 MPH EXPOSURE C
7 Id' A 5'-r A 20 2e 28 26 1O-I" a 32 32 32 32 5-11" A 27 27 27 27 30 4 IT_C_ A 0'-21 8 21 21 23 Z5 10'•II- D 24 20 21 28 p�pF�sSle�
7,S P-1' A 4-11" A 26 2a 28 20 rd' B 32 32 32 32 S•r A Z7 27 27 27 46 5'4" A T4' B 21 21 23 24 7-11' 0 26 28 26 27 '0
4 I4" A 44' A 26 20 20 20 9-1' 0 32 32 32 32 Tr A 27 27 27 Z7 5 4'-10' A 5-I' 0 zt 71 22 23 r-r 0 20 25 m 27 �S
9 7•a- A 4'r A 20 26 26 28 e'a- a 33 33 37 33 44• A 27 27 27 27 5.5 4'4- A 4'4- a 22 22 22 23 I4- 0 20 28
tD 8,.r A 7.1r A Za 10 20 10
rd' a 33 y 73 73 4'4^ A 77 27 21 27 a 4'-0 4 4'r B 22 22 22 17 r-10 D ZQ ?d 71 ?a ����� CT'1
if e'.r A Y4' A 211 28 26 26 I-11" 8 33 33 33 33 7.11' A 27 27 27 27 Is Y-r A 4.4" a 22 22 22 Z2 r-r D 27 27 77 27
12 5'4' A 7r A 20 28 28 20 6d" a 33 33 33 33 Y4' A 27 27 27 27 7 7-5' A Y4" 6 22 22 72 22 r-11• D 27 27 27 27
13 S'.r A Y-0" A 26 7a 1e 26 e'4r 6 33 33 33 33 3'4' A 27 27 27 21 7.5 7•r A 3'4" 0 22 Z2 22 22 11'r D 27 27 z7 77 f i
14 4'.10- A 2-10' A 27 2T Z7 27 5'4' 9 33 33 33 33 3'.r A 27 27 27 27 a Y•0" A 3'.r 9 22 Z2 72 22 a'-Y D 27 27 27 27 C' C
15 4'4^ A 74, A 27 27 27 27 Ta- 8 3J 33 33 33 Z-11' A 27 27 27 27 9 7r A 7.11" 8 22 22 22 22 5-r D 77 2T 27 27
19 4'-r A 14• A 27 27 27 27 5'4" B 33 33 . 31 I.9• A 28 20 28 ze :D Is- A Z4' B 22 22 22 72 T-t' D 27 27 27 27 24- A 27 27 27 27 A'r a 33 M 33 33 2.r A 29 28 ?I 21 11 Z-r A Z.5- a 22 zz 22 22 4'4" O 27 27
12 2'-0• A Z-3- B 22 22 22 Yl 4'-r D z7 27 27 27 February 19, 2008 2r6r2004
rage 28 of 47
6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN HIGH WIND AREAS
O.C42'x3'x8' Detail MLJ761 Double 0-042'x3'x8' Detail MU113 Doub'e 0.032'x2'x6.S'1. fail MU113 0.042'x3x8''Detail MU76 Double 0.042'x3'x8'IDetaa MU113 Double 0.032 x2'x6.5''Detail MU113
TABLE 6.1 Attached Freestanding or Attached Freestanding or Attached Freeslarlding or TABLE 6.1 Arta lFroestanding or Attached Freestanding or Anached Freestandirg or
Sructurs Multispart Units Structure MI/"pan Units Structure Mulbs an Units Structure jMujispan Units Structure Mullis an Units Structure Mullis an Units
GROL 111 TRIB I I POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAx MAX POST LENGTH GROUNO 1RIB MAX ➢DST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST.ENGTH
SNOW WIDTH ?DST REOb POST -AN L
TfR r + IZ IT
POST MIN FOp:ER r , 17 I 15 POST MN FOClER r I 17 I 15. SNOW WIDTH POST REQ"D POST LAIN FOOTE r I 17 I 1V POST PAN OOTE r I7 I 1s POST WN DOTE r I 12 ' 15'
LOAD IF T) SPACING FOR SPACI POSTZE CONSTRAINED FOOTS SPACIN POST SIZE CNSTRAINEC FOOTS SPACING POST SIZE ONSTRAINED FoOTE LOAD ',FT) SPACIN FOR SPACIN POST SIZE CONSTRAINED FOOTER SPAC POST SIZE CCwaTRAINEC FOOTS PAC;N POST s4E CNSTRANED FOCTE
IPSF) ON SLAB SLAB tFT) TYPEd' '0' "d' 'd' (FT1 TYPE 'd' 'd' "d' 'C jFT) TYPE "d' 'v' -d• 'C (PSFI ON SLAG SUB (FT) TYPE -C 'C 'C 'd- tF T) TYPE -4- 'd' 'r 'd• IF r) TYPE -d- 'C
IF m1 In) iml fml vt pn In '.n (x1 F ,n rin) ,n lln n m) Inl tin 6n
130 MPH EXPOSURE C 110 MPH EXPOSURE C
10 4 tr-0' A rd" A 25 23 26 27 124' A 30 30 30 31 r-r A 26 26 26 24 40 A 441- A 4'-,T a 20 20 Z2 23 V T 0 24 24 25 77 5'4- p 20 20 Z2 23
UVE 45 IT-1- A rs, A 75 25 Z5 27 11'.11' A 31 31 31 31 TS A 20 26 26 27 4,5 A'-0• A 4'4- B 20 20 21 23 7'-11' 0 24 Z4 25 2e 4'-IT B 20 20 21 23
5 1T•r A F-11' A 25 25 25 26 11.4' A 31 31 31 31 $,.IT A 27 27 27 27 S r-r A Y-11- B 20 20 21 22 r-3- 0 24 24 24 26 4'-5" a 21 21 21 Z2
5S 174' A 54' A 2e 2e 2521 lad- A 32 32 32 32 0'-4' A 27 27 27 27 5,5 Y-r A Y-r B 2020 21 22 e'-r D 24 24 24 25 4'LT 0 21 21 21 22
11 I1'4' A 5'.2' A 26 26 20 26 1a-0' A 32 32 32 32 S'-IT A 27 27 27 27 5 Y-0' A T4" a 20 20 2a 21 w-r D 24 24 24 25 T-r 0 21 21 21 21
65
7a-S" A 4'-1T A 21 26 20 24 94• A 32 32 32 32 5-0' A 27 27 21 27 IS Z-r A 2TA" a 20 20 20 21 Saa' 0 25 2S 25 25 Td• 0 2t 21 21 21
7 9'4r A 44 A 26 25 2e 2e r-10' A 32 32 32 32 5'-11 A 27 27 27 27 7 7-71 A T-1T B 20 20 20 21 V_r 0 25 25 25 75 YS 9 21 21 21 21 -
7.5 9.1" A 4•S A 20 24 26 26 94- A 32 32 32 32 4,-IT A 27 21 27 27 7,5 73• A 24r a 20 20 20 20 s-1- D 25 25 25 25 T-T B 21 21 21 21
6 w4r A I.1" A 26 20 26 26 r-11• A 33 23 33 33 4-7- A 27 27 27 27 a 7-r A 2 4' B 20 20 20 20 "IT 0 23 2S 25 2S 7-TT 0 21 21 21 21
9 Tor A 3'4' A 26 2e 26 20 r.2• A 33 33 33 33 4'-I' A 27 27 27 27 9 7S A Z-r B 20 20 20 20 4'4• D 2s 25 25 25 7-r p 21 21 21 21
10 5'-T A r4' A 26 2p 26 26 T-r A 33 33 33 33 X-C A 27 27 27 27 1D 1'-9' A 2d p ZO 20 zo 21 T-il" D 23 25 25 23 74' p 21 21 21 21
11 6•-r A 7-1' A 26 26 25 26 Tor A 33 33 33 33 YS A 27 27 27 27 11 1'-1 A 1'aT p 20 20 20 21 .7-r D 2S 25 27 ZS Z-S' a 2S 27 21 71
12 5Ar A Z-10• A 27 27 27 27 V.r A 33 33 33 33 7-1- A 27 77 27 2? 110 MPH EXPOSURE C
13 s-r A Z-r A 27 27 27 27 S.r A 33 33 33 33 ?.It- A 27 27 27 27 so 4 Y-T A 34' a 11 16 10 21 rl 0 71 21 Z) 25 Y-T a I I 20 21
14 4'-10' A 7-S' A 27 27 27 27 4'.Ir B ]J 3J 33 33 Zi• A 27 21 21 27 4,5 74' A Y4r a 1T to 20 21 9-4" 0 22 22 23 24 Y-r B 18 1a 20 21
13 4'S A 2'-3' A 27 27 27 27 4`-r A 33 y 33 33 7Rr' A 2e 2p 2a M S 7-r A za' B 17 15 19 20 T-7' 0 22 22 ZZ 24 Y-1" B 1p to 10 20
1106APH EAPC SU RE C 55 Z-r A Z!- a 1s 16 19 20 4'-r 0 22 22 22 23 Z-101 B 1s I 19 20
20 A rat' A 7W A 23 23 24 26-r
C 27 27 28
'29 r-0• A Z3 23 24 25 a 70' A Z-Ir B Ip 16 10 t0 4•4' 0 Z2 22 22 23 Z-r 0 U 1a 19 20
LIVE 4.3 7-11' A rd A 23 2) 24 23 1T•-r C 27 27 27 29 T4' A 23 23 24 2s aS 1'-1T A 21-11b to 1a to 19 4'-1- 0 22 22 72 72 ZS 6 to to 1a I9
5 r-1• A r-1' A 23 23 23 25 lar-IT c 2e 22 2e 26 6'4r A 24 24 24 24 7 1'-r A 1'411 B is Is 1a 19 TIT 0 Z2 22 22 22 7.r 6 1s ,s 16 19
5.S rS A Sr A 23 23 23 24 1T-1- C 20 2a 2a 2S 4'J- A 24 24 24 24 7.1 1'-r A 1'-1T a 1e 1p 1a 19 Y-r' 0 22 - 22 22 Z-1' a to to 1S 19
e s-I1, A F-r A 23 23 23 24 9"5- C 26 29 2a 25 S'-0' A 24 24 24 24 6 1'4r A I'aY a 1p is 19 20 14" D 22 22 22 22 r-T B 16 ,e 19 20
a 5 T-V A 4'•1a' A 23 23 23 23 r-1T C 29 25 28 2e V-v A 24 24 24 24 _ -
7 V-1' A 4-0' A Z3 23 23 23 6.4' c 2a 20 26 25 s.t• A 24 24 24 24 )"ER. TABLE 14 TROUTA11Y Wr0TM3 FOR SINGLE SPAN ATYACNEO STRUCTUNEa
7,5 4'-T A 4'_r A Z3 23 23 23 r-lo- C 26 28 26 26 w-r B 2A 24 24 21 HANG PROJECTION OF SINGLE SPAN STUCTU1tel IFT
a W-5- A ALT A M 23 23 23 r-S' C 29 29 29 29 A'd" B 24 24 24 24 r 9 1a it' 17 IT 14' 1s it 1T IT 19 20' 21' 27
9 Y.11' A r-r A 23 23 23 23 6'r O Za 29 29 29 A-1- a 24 24 24 24 V 4' 4,5, 6• 5.S r IV 1' 7.5' r 5.s 01 9s 1" 10." 11'
10 Y41' A Y-X A 23 23 23 23 r-2• D 29 29 29 29 T4r 11 24 24 24 24 Y 4T s 5,5' e' d.5, r 7.s r 6-s 9 9's 1a I'T 11' 115,
I 7-2" A Yd A 23 23 23 23 r-r D 29 29 29 29 3'4' a 24 24 24 24 Z 5 S-s r a r 7.s r 6.51 r 0.5' IT Ios' 11• 11.51 12,
12 7-11' A Z-T A 24 24 24 24 F-r 0 29 29 29 29 3'-1" a 25 25 25 25 T 5.s 6' e.3" r 7.9 r S.s r 9s IT T0.5' 1I' I1.5' 17 12,5,
13 " A 2d A 24 24 24 1 24 Y-1T 0 29 29 29 29 Z-11' a 25 25 25 25 r IF 6s r 71' r 6,5 9 9.s 1a IG.s 11' 11.5' 17 12.5 13,
120 MPH EXPOSURE C 5' 5,5' T 7 Y v e.s IT 9.3, to 10.57 I1' 11.3'- 12' 12-5 IT 13-5,
20 4 r-11• A r-S' A 34 24 15 27 1ZaT c 29 29 29 30 T-W A 25 25 25 2e 6' r TV r 115 9 6"T Ia 10s it, 11s 1Z 12.5' 17 13.5' 14• QQ�t7f ESSlpMq�
LIVE 4.3 71-11, A T-r A 24 24 25 20 11•-11, c 29 25 29 30 r4" A 25 25 23 2e :• 7s r SS IT 9.5' 10• 10.5' 1t, II.s 17 12.8' IT 13s' IN 14.5' 4i4 �(J�^ Y
s r•1" A r-1• A 24 24 24 26 10-10, C Zo 29 20 19 e'•T A 25 25 25 23 r r es' 9 9,1' to ,o.s 11' Its' 17 12.'J' IT 11LT pr 14,W Is 4i�V Nq�ty
s 5 rS A s-r A 24 24 24 29 1a-1' O 30 30 30 30 0,-r A 25 25 25 25 r 0.5' 9 9.s Ia 105, I1• 11.6 Ir 12.r IT 13 V IV 14s is ISLT
11s-11' A 1.4' A 24 24 24 25 1r.3" C 30 30 3o 30 V-r A 25 25 25 25 to 9 9-s. 17 10.5' Ill 11.s /7 12.51 1T r1s, -4• 14 5' IV IS.s IT w 68139 i
a,5 V-S, A 4'-1T A 25 25 25 25 r-IT C 30 30 30 30 s4" A 25 23 25 25 Cr
7 9'-11 A 4b• A 25 25 25 25 r4' c 30 30 30 30 ra" A 2s 25 2a 25 TABLE 6.3 Post Requlremetlts TABLE 6.4 Post Requirements for E 51�p;�p$r
7.s 4'-T A 11-1A 25 25 25 25 r-IT C 30 30 30 30 4-r a 26 26 26 26 for Attached Structure Ffeest"I ,Structures
e 4'$ A f4T A 25 25 23 2S TS C Io 30 30 30 1'd S 10 20 Ia 20 Post Description Max POST Post Description Max f AaXimum 'S
0 7.1I• A 7-T A 25 25 25 25 r-W c 10 30 30 30 4'-1' B 26 20 26 20 H ( Hei M FooUn
10 Y4• 4 r�7' A 2s 25 2S 25 0'-7 D 31 ]I )1 J1 3'� 8 ZE 26 ?e 26 lum i rin 0 Wrxl,Sxl-S Sod 8' A Steel 0.043•x'X3•Loeka08m 17 d= 27• F IC Lk
11 r-r A 31-0• A 26 2S 25 25 S'4• 0 3t 31 31 31 T4" a 26 20 20 20 0arx1-5x1 s Svcs 17 A Steel 0.188"x3'x3'S are 13, d- 37" G
Z-11• A A 2s 7 25 sa D ]t 31 31 y-,• B Ze 25 2e 2e12 Ium0,024'd"xTw/ 12' A SIeN0.1B8'xVx4' are is, d- "" H February 15, 2008
u zr A 7Rr A 23 2s M 2S 4-,T D 31 31 31 31 7-1r a 2a 26 ze ?a Alum 0.032"x3'x3'Locitseam 17 B Steel0.t88'x5'x5'Square 1e' d� 49' I
11 zi' A 74' A 2S 25 ZS 25 4-r D 31 31 31 31 z41" B 26 Ze ?e ?e Alum 0,040�r3'x3•Lockseam 17 L'
GENERAL INSTRUCTIONS FOR THESE TABLES ,glum 0.055'xTx3•Fluted 12, 1) MITH
1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 8.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN Alum 0.120'x3'x3' uars 17 E NO
2. CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Steel 0,043'x3'x3'L kseam 12' F
T S
3. DETERMINE WINO AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 Steel 0.t B8'x3'x3' 15' G BUILDING P Fi O D U O
(PATIO UN17S USE 10 PSF MIN,COMMERCIAL UNITS 9.FIND THE O!C SPACING OR 0 OF FASTENERS FOR ATTACHING Steel 0.16a'1444' t B' H Cart Putnam,P.E-
USE20PSF MIN) TO WALL FROM TABLE 7.S 227 South Town East Blvd 3441 Ivyllrek Place
4. CHOOSE A PANEL FROM TABLES 1.1 TO 1.35 THAT HAS 10.USE THE APPROPRIATE DETAILS M squite,TX 75149 Lynchburg.VA 24503
ADEQUATE CLEARSPAN FOR YOUR NEEDS, FOR PATIO SLABS FOLLOW 1-4 FROM ABOVE THEN (972)265•88}1 (434)384.2514
5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6,2 OR SLAB 7.DETERMINE MAXIMUM POST SPAC)NG ON SLAB FROM TABLE 6.1 F(972)662-808 ;arIpVtnaMt&com Cast,no
CALCULATE FROM TRIBUTARY DIAGRAM ONMUSAGN01 SLAB S.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
6. CHOOSE A HEACER FROM TABLE 6.1 THAT HAS ADEQUATE SLAB 9.POST A'MAY BE USED FOR ALL ATTACHED UNITS CN SLAB 216/2008
POST SPACING- SLAB TO.FOLLOW 9 AND 10 FROM ABOVE Page 29 of 47
7. USE THE APPROPRIATE FOOTER SIZE SHOWN.
6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN HIGH WINO AREAS
14 Ga 3'xs'Steel C Beam 16 Ga 3'z6'Steel C Seam
TABLE 6.5 Attached Fraestandln or Double 14 Ga 3'xB'Steel C Beam 14 Ga 3'z9'Steel C Beam 16 Ga 3'xe'Steel C Beam
9 Attached Freestanding 13r AAH'I'IuedreeslandIn or Double 14 Ga 3'x8'Steel C Beam
Structure Mu1Us an hulls St7udure MGltis an Unrt6 n 7gBLE b.5 Attached Freestanding or Attached Freestanding or Attached Freestanding or
GRwNo TRIe MAx Posr MAx ultis an Units Sltvdurb Mulls an Units
w.x Posr LENGTH Mwx MAX POST LENGTH Structure Mullis an Units Structure MurtS an Units
SNOW MOTH POST REO'D POST MIN FOOTER f I f7 J 7N MAxMAX POET LENGTH ROUND TPoe MAX POST MAX
POET MIN FppTEA f I 17 f Itr POST r E 17 I tN SNCW WIDTH POST REO'D POST MIN OOTE f Y f 17 POST L LENGTH
POS MN [C:
TE MAXI S7LEIGTH IV P ST MN pp'E !X) LENGTH� tf
LJAD (F 7) SPACING FOR 5PAC7?I POST St2E COrv57RwIN£D FOOTS. SPACIN POST sI7E ONSTRAINED FOOTS SPACINGONSTRwINED FOOTS _OAD 7IPSF) ON SUB SU9 ¢TJ TYPE •f '' IFT) ttPE •f tFT) SPACIN FOR SPACING PCS7 5<ZE CONSTRAINEaFOOTER SPACIN POSTZE ONSTRIVNEp FpOTE SPACING vOST a12E CONSTRAINED f007E
- FT n) fn J '0• -� '4" (FT} •� •tl- •d (PSF) ON SLA SLAB (F T) TYPE •tl• •tl- •6- ,�105 MPN Ex?OSL'REC In F^) Ifn (i fFTI TYPE 'T •e• •d• -a• IF t) TYPE •a• 'r •tl- •tl-
70 4
FT
t7'4Y A 2 .7- C 32 32 12 34 11'7• g n in ,�,,,PH EXPOSURE G nn '^) fin m fn n fn n 0^
UY£ 43 15'.1• A 22-r C ]J 3] ]3 74 31 ]1 J1 � 2f.r D � )0 N-11' A 27'-0" 0 31 3y n n
a 32 73 >s 1! 20 4 34 3e 1f-P D 33 33 33 35 2r-1' E 37 37 37 30
5 13'-r A 71'.1 or D 34 3.4 3a 34 t, 32 2f-0' D 36 le 36 36 LIVE 4.5 at1"
5.3 17.4' A C 33 33 37 A 20'-6' 0 35 35 3s E 21'-2' C M 35 35 >J 27-5 D 37 ]6 19•-0- O 3+ 7a
11 11•4- 35 iP-5' C 34 34 K 37 37 37 5 T-I" A 17-11' E 3• 1S 2V-r E 39 30 39 39
A 2V-0' O 13 31 2f-0' O 37 36 ]e M ]e tf�" 0 33
>s ]S 35 IN•10" 37 37 37 35 33 33 25'4'
6.5 t0'-S" A ?D-0' C 34 71 J4 ]1 2S-Iff SS 6'S' A tP�" E 37 17 77 3T iT4T D 3e le 3e D 36 3a D ae 30 35 3e 2T4r]0 ttrJ• D M � J6 a 3'-11' A 6' E 40 w 40 b
73 M 35 25'•2' 0 r E 31 37 37 37 1Y-0' E 3e J7 36 Je 23'4r E 49 40 40 40
7d A fP41' D >0 1e )e J6 1T.f 1• J9 30 30 39 6.S 5'S' A 1a-1• E 36 M 1e
7.5 0-1• A i94• D 0 .15 35 35 24'-r D >e If-4" E J7 37 37 37 231-V E 41 41 41 at
77 37 37 37 iTd• D )0 39 ]0 39 7 S•1" 224i' E 42 42 42 A2
0 Vf A ttrd- D 30 24•-0• D 40 A tt-10' E 39 70 30 ]0 IS-0' E ]7 ]T 37 37 10 r D 6 4-S A if-1 r' 36 30 36 =-(r E 42 42 42 43
D T0" A 1T-11' I] 39 ]0 Q 39 15'-1P D � � 30 36 2J'd' E yI � 4p 40 7.S 4'-r A v'S' E 30 ]9 39 ]9 IS'-r E >e
37 31 J7 3T u-7• E E 40 - 4p M W 14.41• E Ss M M M 21•-0' E 43 a3 43 43
16 S-9• A 7TJ' D 39 39 '30 39 IV-0` 42 42 42 42 9 7-11" A 13'-I T- E 41 At 41 41 1]'-r E 39 39 39 3D
11 e'-r A 16'-0• D w 40 40 D 30 M M M 21'-1 J E a] 43 43 43 27 I I F 4 41 44 44
1iJ' D M 30 M t0 J-0" A t5•t' E 41 ♦I 47 41 tJd E J9 >0 39 36 1P-11' G 43 45
12 S4r A 7SA' E 41 41 36 21'-7 E 44 4 44 4 s3 45
11 41 IT-r . D 39 39 39 SO 11 -11 A 17-rW-V E 42 42 42 42 77J' E 40 40 40 W IfJ' O N 4e 40 46
i3 S-r A E 41 41 41
1S'-{• 41 13-0' D 30 �� E 4 44 Aa 4 12 7-11" A tJ-0' E a2 42 !2 [2 I!'-r
14 4•-t 0' A t4'-7• E 42 42 4217-41
_ 40 40 30 30 2ff-0' E a3 IS 45 45 13 2Y A 1J-r E aJ s3 E 40 40 40 40 tb'-P G 17 47 47 47
is 1'4s• A 14%1• E 42 42 12 42 1 -01• O 40 14-0' E 46 46 4e b 105 MPH EXPOSURE 11'-0• E 41 41 {I 41 If-T G Oe 46 b u
16 4•-r A 7- D 40 40 40 40 1P-1• E 47 4T 17 l7
7J->' E 41 43 4J 43 11'r D 4t 11 25 4 7'•r A 2Z4' E 32 22 32 34 W-ar E 31 31 31 33 2T-C
17 4'-0' A SY-r E 41 N 7tr43' E a7 !7 O 47 a.3 e'-0" E L ]4 ]5 30
u p 43 43 t1'J• E 41 41 4t 41 1f-3 E 4e N A 21'-r E 32 32 ]2 34 :f-r E 31 31 31 33 A'-r E 35 M 35 M
1 t0 MPH EXPOSURE C 4 40 5 5-r A 20'3" E 33 33 33 33 1trS E
10 1n17 32 S? ]2 M 25'-r E 30 M 36 37A ZZA' 6 33 33 M M 2Q•1 t• 9 55 3'-r A ltr-1P E 34 ]4 34 34 17'-0' E >JLIVE 4,5A' 21'-11• C 32 32 34 2e'-9• C M >0 )a 77 33 33 33 25'-D' E 17 37 37 37
A 34 35 2P-r6 33 33 33 34 0 W-tr' A 10•-T E 35 35- 33 35 2.r r F31 37 37 37
21'-2" C 35 35 35 35 27•7' D 30 3e 39 37 17'� E 33 M 33 3319S' G 34 34 34 34 _ 0-3 4'•S' A tf-f E 33 35 35 35 14'4r £ ]4 34 34 3455A 2ff-0' C 75 35 76'-0 0 17 37 37 37 7 1'1" A 2J-rF 36 )a M M]S 75 7tr•10' C 1/ ]I >4 >A 2S•1R 10'-1" E ]e 36 as 30 1547 E 34 34 34 34 23•.1" G39 39 30 306A iP-11' D ]6 Y ]6 b id'J• 0 36 M 30 36 7.i J-10' A 1T-r E 30 36 36 36
C 35
8,3A 10�' D J7 ]7 37 37 35 35 35 zV-1• D 39 39 30 39 15'-0' E J4 34 ]A >• 27d' G 39 39 ]9 ]9
1T-1D' C >6 b M M 24S' O 0 J-r A 1tr-11' E 30 >e 3e30 t1'4r E 3e 33 33 35 2Zd G 40 40 40 40
7A tf-I I' D 17 37 31 37 1T.r 40 40
A IF-I1 D 30 36 36 30 2J 70' M 40 9 J-r A 1 V-1' E 17 37 37 37
40 E 35 35 35 JS 21',r O 41 41 41 47
J7 ]T 10 7-I� A }3'-1" F a 0 trd" A 1e•-1• D 3e M 36 M 38 If r O 37 37 23'J• 0 41 41 41 0 30 34 36 1747 E 36 M 36 at, 2f-S G 42 42 42 42
1f4r D 37 37 37 1T 11 Z-r A 14'-$' G M 39 30 30 11'-1• E I
9 T4T A IT-4' 0 19 >9 39 79 Ig.1• D Jt M 2743' D 41 {t It 41 12 7�' A 36 36 36 J6 1P-10' G 13 u u 43
10 f-0' A itr-0' 0 40 40 40 34 30 21'-11- E 43 43 4] 43 Iy.(r G 39 39 30 30 1or E 30 a, M M 12'7 G AS 41 4J 43
11 r-r A IS-0" D 41 40 11'-T D 36 34 30 M 21'-2•. E 4 4 4 4 13 7-r A 1Jd a 19 30 30 M 10d E Ili37
41 41 41 t3'-T• D 39 39 39 110 MPH EXPOSURE C
12 S•T A 151-01 D 41 41 41 39 20'-0• E 44 4 4 4 25 4 T•r A
41 17.11• D 39 30 39 39 IP-I 1' E 45 27.0' E 33 33 33 33 I217-3`V_r E 32 32 32 34 27-r E 35 35 35 37
13 5'-r A 14'd' E 42 .42 42 45 � 45 4-5 f-0' A 21'•r E >J 37 M
a2 IZd' 0 40 40 40 40 1Q-4• E 40 M 34 10d" E 32 32 32 34 26'•r E 36 36 36 30
14 4'-t0• A SS•11" E 42 a2 l2 12 11'•11' A6 46 6 S-a• A 20'-S E 34 74 >•
- 15 4'•T A 1J'd" 0 40 40 40 40 if-tl' ]1 lf-f
10 4'-T A 17•t 1' E U 4J 11'-0' D It 11 /1 41 tf-0• E 47 47 47 47 55
V-r A 17-10• E 35 35 75 3s 1T-9' E M 33 M M 25� E 37 37 17 37
E 43 43 43 43 it'-1• p E - 44 46 44 Y 0 4'-r A 1fJ" E E 34 34 34 34 2S'd E M M M J•
It 4l 41 4t 1f•1' E 4 ]e ]0 M ]0 tT-W E 34 34 34 34 24'.T F M >d M M
17 EXPOSURE
A t7-r f 44 44 µ 4 1T.r 49 46 ae a-5 4'3' A 14'-P E 36 30 35 36 10.4" E 35 3S
120 MPH E3fPOSURE C 0 41 41 41 41 1T-0' E 49 19 49 49 JS M 23•-7- F 39 39 39 39
t0 4 1T-0• A 21'4' 0 J4 J4 34 7 4"1• A -1• E 37 37 37 37 15-T
LIVE 4.3 IS-1' A, p-0. a 36 M 34 1Pq' 6 33 33 33 77 2T•1' C 37 37 37 M 7.5 f-10• A 1r.e" E 31 37 37 37 IT-11" E 33 33 35 36 �.-0. 0 40 4D 40 40
5 t3-r 35 34 1P-0' B 3. 34 34 6 Y-7• A 1f-t I• E G 40 40 40 40
w 1P•1t• C M >a >e M 2f-1' D 36 30 M 30 >d 3e 34 M 14'41 E 3e 3e 36 >e 27d
55 17�- 30 1tr-0' 9 JS 73 13 15 0 JS A IV."
V_, E M M 30 >a O 41 4t 41 41
A t9'J' C 77 ]7 ]7 37 174T C >a 25'Y 0 79 ]9 J9 >0 10 Z•10' A 15-t• tJS E % ]0 1e J6 21'-r O 42 !2 42 a2
- 0 11'�• 37 37 37 as J6 39 40 40 40 40 F 39 30 39 E 37 37 O 43 l3 U N
1, 17 37 TO'd'77 IT•C C >• >s 70 >e Z.r A 14•.S 0 40 a0 40 40 11-7P E 37 37 37 37 IV-IQ' a 44 44 4
es 70-0" A tfJ' D 2Jr o
3s M M M tf4• A6 A° 40 W i7 Z-0•
7 W-r A 1r-10• D 30 C 37 37 37 37 27.d' D 41 41 41 4t A I]'-r a 40 ao 46 40 17'J' 44
E >0 76 M M 1PJ• O N 43 45 45
]0 % 79 /S-0• C 37 17 37 37 27-0• 0 42 42 t 10 MPH EXPOSURE C
)5 7.t• A 1TS' 0 >0 >o ]0 >o !S-r C 42 � 39 4 e'-0" A 20'.9' E ��.
5 tr4r A 10'-,t- 0 a 36 36 3a 36 27-0• 0 42 42 42 42 32 32 32 34 tf-rHE
31 3, M VC,OF ESSIQ`
40 40 40 14'-0' D 30 30 3e 43 Sr• A 12,T E 33 33 33 ]4 tNd'
9 T-0' A 1 V-1, O 41 41 41 /1 13-• at 2 -4, 0 . V 43 43 V . 4-C A 1f r 32 32 33 �42k'aPt�`. pu7*, .
-0" D 4 4 34 1T-1•
t0 4'-9' A IS'-t' D 3D 39 M 79 20' E ]• >a 31
4 4 5.5 4'J' ]2 72 33
ll 11 41 41 13-0' 0 39 A 1-1 I' E 34 34 34 31 1trJ' 33 ]J 13 L? �J Gr,•
t1 f-7 A t4•J• D 42 42 42 42 II-0• D � 70 39 M 7P�11' £ {S 45 4S 46 6 4'-0' A tT.i t' E 35 33 35 35 tSd' M 3] 3Ja0 40 b iP-4" E M H y M 54r A 13'-0" 0 42 42 42 42 f 1'-9' D e5 3•-r A I T-r E 33 M 35 a5 1 r.r 33 33 33 `3 C 6 8 73 913 V-r A 13.2' D 47 A 43 A0 40 40 40 tf.$- E 47 IT 47 4q43 11'.3' D 41 41 4t 41 16'J' 7 3'J" A le'-T E 35 M 30 ]6 ii-1" >t cc1! 4'V" A 17-3' D 4 4 4 4 E N ab 4 N 7s 7-2" A tf-O" E 30 3e >e 13d' 34 3, 34 ,rE615 4'-0' Ie-1P D 41 41 41 41 IT-10• E 49 40 49 4DA 17-Y D 4 4 4 4 IVS' 0 ]'� A ti'-0" F 30 36 30 ]0 1J4Y 4 4'J" A 042 42 42 42 1T-5• E So 50 50 50 74 ]4 744
11'-Ip^ E 15 45 45 45 t0'-t• D 42 42 42 42 1E 50 50 so0 Z-0" A 74'-T F 77 3711 17 4- 35 35 35 ,745 a5 aS t0 2-0' A I46 P'r 1 J-Y a 39 30 lb 3e 11'�' a3 35 35 C)fCLt,
0 4J A 4J 4J te'5' E i 51 51 :1 7-r A 1Y-0' O 34 30 10 36 10'-0' 36 34A 1 Z�' G 79 39 39 39 13'-t' 36 3e b
February 15. 2008 zisnooe
Page 30 of 47
5.0 POSTSPACINGS FOR PATIO AND COMMERCIAL COVERS IN HIGH WIND AREA!
14 Ga 3'x8"Steel C Beam 16 Ga 3%S"Steil C Ream Double 14 Ga 3'x8'Steel C Beam 14 Ga 3%8'Steel C Beam 16 Ga 3'x8'Steel C Beam Double 14 Go 3'x8'Steel C Beam
TABLE'SS, Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 6-5 Freestanding or Attached Freestanding or Attached Freestanding Or
Structure Mullis an Units StrJcture MuIGs an Units Structure MuiNs n Units 5t uciurs MuitiS an Units Struclure MuIEiS an Units Structure Muth an Units
GROVNO iR1B MAX POST Alyx MAX PCST LENGTH MAX MAX POST LENGTH MA3( MAA POST'_cNG7H ;gpLNO 7RIB MAX PCST MAX MAX a057 LENGTH MAX MAX POST LENGTH A4+AX MAX PC57 LENGTH
SNOW WIDTH POST REQ9 POST MIN FGGTER 6' I 17 I IN P05T M,N roorER 1' I 12 I tar Posi MIN roOTER r I IZ 1"
:r SNCW WIDTH POST RE= PCST WN DOTE r I 17 I tar POST MIN 007E r I 17 I Ir POST MIN COTE r I 17 I 16
LOAD IFT) SPACING FOR SPACIN PCST SIZE CONS-RAINED FOOTS SPACi POST BIZE CNSTRAINED FOOTS SPACING POST vZE CONSTRAINED FOCTE LOAD (F7) SPACINGFOR SPACING POST WE CONSTRAINED FDOTER SPACINGPOST 3I� CONSTRAINED FOOTS. SPACIN POST SIZE CONSTRAINED FOC7E
(PSF) ON SLAG SUB IFT) TYPE '� 'd' 'a' 'a' (FT) TYPE 'd' 'd' 'd• 'd' IFT) TYPE 'a' 'd 'a• 'a" IPSF) ON SUB SLAB (FT) TYPE "d- 'd' -d- "d- (F T) TYPE 'd' '6' 'a' 'a' IFT) TYPE 'S 'If 'd"
F fn m n) (in '1n !TI n A+I f.) IFTI fN l Inl n) n) n) nt m
130 MPH EXPOSURE C I to MPH EXPOSURE C
10 4 17-0' A 201d• 5 35 35 35 37 1r-9" B 34 34 34 36 251' C 38 39 3a 39 4o 4 4'4• A 1r.10- E 31 31 31 33 1r-7- E 30 30 30 32 23'-9' F 33 33 33 35
LIVE 4.5 1S'-1• A iv-7- a 35 38 36 36 1r-0' B 35 35 35 30 24'-a' C 39 32 39 N 4.! A-T A Ira• E 22 32 32 33 )S'-T E 30 30 30 32 27-1G• G 34 34 34 35
S 13'•7• A lr-tl- C 37 37 37 37 Irs a 111 36 36 36 21.10• 0 40 40 40 40 5 3-r A fr-1" E 32 32 32 33 1d..1" E 31 3t 31 31 2Z-01 G 35 25 35 35
5 S l2d' A Ind• C 36 38 36 31 16-5• B 37 37 37 37 2T-1• 0 41 41 41 41 5,5 3'-r A le-3- E 33 33 33 33 1Y-10" E 31 31 31 31 21'd• G 35 36 38 36
6 11'4' A 1rdr C 19 39 39 39 11" C 37 37 31 37 Zr-5- D 42 42 42 42 6 3'a' A 15'.7' F 33 33 33 33 17-1• E 31 31 31 31 2r-9- G 37 37 37 37
6.5 lord' A ITd" C 39 39 39 39 15.4. C 36 34 36 34 21'-10" 0 43 43 43 43 a 5 Z.a- A 1V-7 F 34 34 34 34 1Z.5- E 32 32 32 32 2r-r G 37 37 37 31
7 7a- A IV-$' C 40 40 40 40 t4-4. C 34 3a 34 38 2l'd' 0 43 43 -3 43 7 Z-T A 14'S' G 34 34 34 34 IV-11, E 32 32 32 32 1V4' 0 38 38 38 36
7.5 9-1" A le,-1' 0 4o 40 40 40 17-11' C 36 38 30 3e 2r-10• D 44 44 A4 µ 7,5 2-6" A 13'.tC• G 34 34 34 34 11'4" EL
32 32 u Ir-Y G 38 3a 38 38
6 5'1" A IS-7- D 41 4t 41 41 13.5- 39 30 J9 39 WA- 0 45 45 4S AS 0 ZS A 13d' G 35 35 35 35 1r-11' E 32 32 32 18'-10' C J9 39 19 ]a
9 r4' A 141 0 42 42 42 42 171' G 40 40 40 40 1v-7' Q 40 46 40 4B 9 7-W A 1715' G 35 35 35 35 Ir•1' E 33 33 33 Is'•1 404010 a'.9" A 13-11- D 42 42 A2 12 1t'aY 0 40 4o M 4c tr•t t• E 47 47 47 47 10 I'-P A 1V-7• G 30 34 3a 36 r-6" F 33 M 33 1T.rG 41 4111 T-r A 1rJ' 0 43 43 43 43 1V-4• 0 41 41 41 41 101 E 48 48 As 40 11 1-T A tr.fY G 35 31 30 3$ r-t0- F 34 34 34 aril- 0 41 41 41 41
12 54" A t71• 0 µ µ 44 µ Ir-tr D 41 41 41 41 1r-I O' E 49 49 49 40 t 10 MPH EXPOSURE
-13 5-2- A 17-r D 44 µ µ µ trd' 0 42 42 42. 42 17d• E 50 50 s0 s0 s0 4 31-0- A 15i F 29 29 29 32 l3'-r E 27 27 20 31 211 G 32 32 32 34
14 f-IT A tl'1" D 45 45 45 45 v-11' 0 V u 42 42 ie'1' £ SO 50 30 s0 4.5 Z-r A 14'gV F 30 30 30 31 1?-r
E 26 26 24 30 1v-11' O 33 33 33 34
1S 4'-0" A 1I'-Y D 45 46 45 45 r-7• 0 43 43 43 43 1r-1' E 5T s/ 51 51 S Zd- A IN-11' G 30 30 30 31 11'-$' E 28 20 26 3c lar r 0 34 34 34 34
I tO MPH EXPOSURE C S.5 2-2' A 13'-r G 30 30 30 31 "1• E 29 29 29 29 Ir11 G 34 34 3A 34
20 4 r_11• A 22d' 0 33 33 33 35 191 0 31 31 31 34 2044• E 35 3S 35 31 6 7-17- A 174' 13 31 31 31 31 1r-1 E 22 29 29 29 INA, G 35 33' 33 IS
UVE 4.5 r.111 A 27'1' O 34 34 34 34 19C -0 32 32 32 _33 2T-21 E 3e 36 3e 36 d-5 1"10" A I t I'.10- G 31 31 31 31 vd' F 29 29 29 20 I7'4' G 1S 35 35 36
S 7'-11 A W-10- E 34 34 34 34 10'4• 0 33 33 33 33 2611T E 37 37 37 31 7 1'-9- A I1'd• G 31 31 31 3/ v-3' F 29 29 29 29 le,-t9• G 36 b 30 30
5.5 a,.r A 2r,T E 35 3S 35 35 Ir-r 0 34 34 34 34 254" E 34 38 30 38 7.5 I'-T A tr-11 G 32 32 32 32 r•1 O' F ]0 30 30 30 16'-Y G 36 3e 36 JO
s 5'-t1' A Iv-r E 38 36 30 35 ir4" E 34 34 34 34 24'-6' E 39 39 39 39 6 7'4' A 1I, G u - 32 32 ]2 trs G 30 30 30 30 15'-9' O 31 37 37 17
115 51d" A 1
7-1• E 30 IS 30 38 le'4' E 35 35 35 35 24'4- E 39 39 39 39
7 S•1' A Ir4• E 37 31 37 37 15-6' E 35 35 35 35 2741• E 40 40 40 40 'JJFA• TABLE a.4 TRIBUTARY wIDTNi FOR SINGLE$PAN ATTACHED STRUCTURE'
73 4'-9• A 171-Ir E 37 37 37 37 15-Y E 3S 35 35 35 22'.11' E 41 41 41 41 HANG PROJECTION OF SINGLE SPAN STUCTURE6(Fr)
P•S A 1r-r E 3s 36 30 36 1414' E 35 36 M 36 2ZS' F 41 41 41 Al __JFTj IT v 1r 11' 17 13' W 15 if 17, 1r lr 29 21, 27 �----�
9 T-11, A 1rd' E 39 30 39 39 13'.0- E IS 30 36 36 21-a' F 42 42 42 42 IT P 4.5- S 5.5 r es 7' 7s r as v 9$ la 10.5' 111 4 QFE /a�1�
10 74' A 1514' E 39 39 39 39 131-T E 37 37 37 37 27-I0' G 43 43 43 43 1' 4,5 S' 5,5 r 45' r 75' r SS v 0.5 le, 10.5' 7t, 115' -N�W'(•��
11 3-r A 14'.p' E 40 40 40 40 17r E 3T 37 37 37 20' 44 44 44 44-r 0 7 S' 5.5' a' 05 r 7,5• v 8.5 v 2.5' 10, 10 5-5 11' 11. 17
12 70 t• A 11'-1• E /0 40 40 40 111 E Je 3t 3. M 11--7- G 45 49 AS 46 3' SS v a5' T 7.6 r as 7 95' lr 10,5' 11' 11.5' 12 t2.5' C�
1] 7d A 73'-1. E 41 41 41 41 11'4• E 38 38 36 30 IF-)- O 44 48 46 40 4- IT S.r r 7.5' IT a 9' as 1v 101, it, 11.3' 17 12.5 13,
120 MPH EXPOSURE C S 61. r 7.5' r as v IN 10, 10.s IV 11S 17 12-47 13' 13.5 ;Y C 68139 � .
20 4 r-11• A 21'4• D 34 34 34 36 tv-a- 0 33 33 33 35 27,-1' E 37 37 37 >e 6' r 7N r ON v ON tar S Ias 11' 11 ' IZ 1z.s' lS 13s 14, E .�1 4�
LIVE 4,5 r•11• A 20W 0 33 35 Its 36 1v-01 0 34 K 34 35 2r.1' E 38 36 36 3s r 7.s r 85, v 95 tar ION it' Its 17 12.5' 17 135' 14, 14N is C�J #
} 5 r•l" A Iv-1P E 30 36 36 30 1111 0 35 35 35 35 zS-r E 39 39 36 39 r r as IT 9S it Io.& 11' Its 17 12.5' 17 13.3' IV 145 15 l
SS W-0' A 111d' E 37 37 37 37 1r-a• 0 36 36 30 X 24'd' E 40 40 AO 40 v SS 0' 0-N 10110.3' 1V 11.5' l7 12,N 17 133' 10 )IS 15' 15S -4
a s-11' A ,W-W E 37 31 37 37 171r E 30 36 3a 36 23'1' E 40 40 40 40 1e v 94, le, ION 11' 118 Iz 12.N 13' 13.5, if 14.5 is 15,5 Ir � ()F In L•I
as 5-r A 101 E 3e 38 30 38 aril' E 37 37 37 37 2T-W E 41 41 41 At
7 54" A 171•1T E 39 39 39 39 1511• E 37 37 37 37 274" E 42 42 42 42 TABLE 6.7 Post Requirements TABLE 6.4 Post Requirements for February 15, 2008
7.5 41-V A 1r4' E 39 39 30 3s IT-7 E 34 36 38 36 27-T E - 42 42 42 42 for Attached StnXtureg Freestandivig Structures
a 4'S A 16'•11' E 4o 40 49 40 74'4• E 34 31 31 3a 21.1• E 43 43 43 43 Post Descr pfion Max POST Post Description Maxt- 3
OS
9 3`01' A 15.11- E 41 41 41 11 17•9' E 39 39 39 39 20'-r F µ µ 44 µ H 1 Hei
10 Td" A 15.1• E 41 41 41 41 1T-T E 39 39 30 39 Iv-1 I" G 45 AS 45 45 Alum Twin 0.032'xl.5'x1.5"Sc 8' A Steel 0. "Qx2l*Lockseam '12' " F
11 7-r A 14'� E 42 A2 42 42 z.r E 40 40 40 40 Ind' G 44 46 44 46 Twin 0,0621k1.5'x1.5'Scroll 12' A Steef 0.188'xTxW Square 15 G
12 7-11' A 1Y4r E 42 42 42 42 IV-7" E 40 40 40 40 lr.r G 47 47 47 47 Alum 0.032'%3"x3'Lodlseam 12' B Steei0.1B8'x4'x4" uare 18, " H
,3 Zd A 17S E A3 AS u 4J 11'� E 41 41 41 41 tr.7' G 46 41 48 41 Aium 0.040'x3"x3"Lockseam 12' C S1ee10.188'x5'x5' uare 18' 1
14 Z4" A 17-r E µ µ 44 44 1r4• E 41 41 41 41 1T-Ir O 49 49 49 49 Ai4(rTl 0.055"x3'x3'Fluted 12' D
GENERAL INSTRUCTIONS FOR THESE TABLES Alum 0.1 'x3'x3'Square 12 E s
1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 8.FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN Steel 0.043'x3'x3'Lockseam 1 Y F ;BUILDING
2. CHOOSE PROJECTION,MOTH AND OVERHANG OF UNIT UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Steel 0.188'x3"x3'S ua 15' G
3. DETERMINE WINO AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 9.6 Steel 0.188'x4'x4' uare 18' H P R Q D U C T$METH Is
(PATIO UNITS USE 10 PSF MIN,COMMERCIAL UNITS 9.FIND THE O/C SPACING OR 8 OF FASTENERS FOR ATTACHING Carl Putnam,P.E.
USE 20PSF MIN) TO WALL FROM TABLE 7.5 227 South Town East Blvd 3441 Ivylink Place
4. CHOOSE A PANEL FROM THE TABLES IN SECTION 3.0 THAT HAS 10.USE THE APPROPRIATE DETAILS Mesquite,TX 75149 Lynchburg,VA 24W3
ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN (972)28"811 carfputnamacomcast.nal
5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.6 OR SLAB 7.DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 6.5 F(972)882-8819
CALCULATE FROM 7RIBUTARY DIAGRAM ONMUSAGN01 SLAB S.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
6. CHOOSE A HEADER FROM TABLE 6.5 THAT HAS ADEQUATE SLAB 9.POST W MAY BE USED FOR ALL ATTACHED UNITS ON SLAB 216/2008
POST SPACING. SLAB 10.FOLLOW 9 AND 10 FROM ABOVE Page,31 of 47
7. USE THE APPROPRIATE FOOTER SIZE SHOWN.
3' x 3' METAL POST SEE NOTE 24 EXISTING ROOF Revisions
3'X3' POST roof snow fond
POST CONNECTOR AS
REQUIRED BY PLANS
TWO-3/8' x 4' EMBEDMENT POST CONNECTOR AS h
LAG SCREW w/ 1.25'0 GNE ON REQUIRED BY PLANS
0 EACH SIDE OF COLUMN. TWO 3/6' A-307 BOLTS
0 (5' EMBEDMENT REQ'D WITH STANDARD WASHERS
FOR 110 MPH EXP C) p UNDER BOTH HEAD AND NUT. g
ONE ON EACH SIDE OF POSTco
O M PATI❑ COVER C= �
1' MIN
TIMBER FLOOR JOIST STRUCTURES COMPLYING WITH THIS DETAIL
OR HEADER D❑UGLAS F R UTILITY DO NOT REQUIRE ADDITIONAL DRIFTING
M1 GRADE OR BTR SNOW CONSIDERATIONS COOP=
ca ..
ATTACHED STRUCTURE POST GROUND SNOW MAXIMUM �"� �.
i
cc
�
ATTACHED STRUCTURE POST TO DECKING LOAD (PSF") 'h' (IN) C= a. N�
TO DECK FLOOR JOIST 20 17 ,�,�
0
25 1B L.A.1111 Z 03 cr c&
30 20
40 25
50 30 � —�
60 33
SIDE MOUNT BRACKET . cn
3/16 AST"
A36 STEEL EXISTING SAVE
LM3 WOOD FRAMING
BRACKET IS 1.25' VIDE
B.
ALUM 2x6 LEDGER SWO (SPF)
PANEL wwOER 10R1.s- mews STRUCTURAL
TOP MOUNT 110x3.5' sceEws 3/16" ASTM A36 3/4"STEEL BRACKET PANEL OQ�yoFESSlp,��`
t i" SPACING SCREW ALUM ❑R STEEL POST
�� P�� pUTti4�,Fyc
L BETWEEN SCREWS SCREWS C 68139 m
SEE TABLE 7.5 LEDGER BOARD
FOR FASTEWR FASTEN W/ EIGHT #10 SMS E .6/301
TYPE ID MAX "L" FOR TOP ❑R TWO 3/a' BOLTS
TOP MOUNT BRACKET OR SIDE MOUNT OF 0
Live/ FIRRAFTER : February �s, zoos
SnOW ACING AYYPECA❑NCH❑R ❑RW
A�TERNATfVE EAVE ATTACHMENT - — — ---- C3441 arl Putnnn, P. E,
�� 30' EQUIVALENT LYNCHBUGIN VA PLACE
EAVE OVERHANG AND 'L' MUST ALSO L08CI 24 O/CCARLPUTNAM2COMCASTNET
COMPLY WITH DETAIL MU107 [3R LA3220 7'-6" ''� S❑IL, SEE
GENERAL N❑TE #9
25 1071
-211 I)ro�n CMP
30 _ 9'-6_81 6'-009 M4 ALTERNATIVE TO �.�� �,
CMP
SLAB ATTACHMENT Dote 2i6/2008
40 6'-10" 4'-6" THESE DETAILS ARE
----- --' -3'-9" APPLICABLE TO SOLID OR
-. LATTICE COVERS �"" yl.DWG NTs P'°' � of 4
60 4'-7" 3'-0"
7.D POST AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTURE!
Table7.3:Required Number of Fasteners'or Shearing Lcads Tadle 7.4.Required Number of Fasteners toe Tension Loads
Aluminum Materal Gage(in) Sleet Gage(in) Aluminum Gage(in)
0.024 0.024 0,032 0.036 0.040 C.040 0.060 C,060 0-G43 0.041 0,036 0.062 0.060 0-090 0.100
Allowable Width A B C D E F G H I K L M N 0
for Attached Two Focter Design #14 318'B 3/e'B 014 914 3/6'B $14 16'8 e14 318'B N8'B 914 18"B 3/8-B #14 Design Foote( 1 Spacing between bolls and screws
Trib Post Structures on Slab Size Uplift SMS BOLT BOLT SMS SMS BOLT SUS BOLT SMS BOLT BOLT SMS BOLT BOLT SMS Uplift Size shall be 2.5 limes the shank
Width(ft) Live of Ground Snow Load d(In) (Ibs) '1. 424 sm 2-5 273 1a.4 40e tses ssz 1611 564 175 6es 12H -92 (tbs) d(in) diameter
10 psf 20 psf 12 100 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 100 12 2 The edge distance of bons and
4 32--1' 15-1 V 13 127 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 127 13 screws shall be 3 times the
4.5 28'-6' 15'-l" 14 159 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 159 14 shank diameter
5 25-8' 13'-6' 15 195 2 1 1 1 1 1 1 1 1 1 1 2 1 1 1 195 15 3 Connections shall be arranged so that the
3.5 23'-4' 12'1" 16 237 2 1 1 1 1 1 1 1 1 1 1 2 1 1 1 237 16 center of resistance of the connection shall
6 21'-5' 11'-3" 17 284 2 1 1 2 2 1 1 1 1 1 1 2 1 1 1 284 17 coincide with the resultant line of action
6.5 IT-9' t 0'-5" 18 338 3 1 1 2 2 1 1 1 1 1 1 2 1 1 2 338 18 of the toad.
7 18'-4' 91-8" 19 397 3 1 1 2 2 1 1 1 1 1 1 3 1 1 2 397 19
7.5 17-1' T-0" 20 463 3 2 1 2 2 1 2 1 1 1 1 3 1 1 2 463 20 TABLE 7.6:WALL ATTACHMENTS FOR LATTICE COVERS
6 16..0' a'-5" 21 536 4 2 1 3 2 1 2 1 2 1 1 4 1 1 2 536 21 ANC 3 ANC 4
9.5 15-1' T-11" 22 616 4 2 1 3 3 1 2 1 2 1 2 4 1 1 3 616 22 CLEAR- NO OF#to NO.OF 1/4'
9 14'-3" 7'b" 23 704 5 2 1 3 3 1 2 1 2 1 2 5 1 1 3 704 23 LIVE WIND SPAN SCREWS LAG SCREWS
9.5 13-6' T•1' Slab 901B 722 5 2 1 3 3 1 2 1 2 1 2 5 1 1 3 722 Siab LOAD PEE (FT) PER RAFTER PER RAFTER
10 t2'-10" 61-9' 24 800 S 2 1 4 3 1 2 1 2 1 2 5 1 - 1 3 800 24 PS MPH
11 11'-8' 6'-2" Slab 90C 886 6 3 2 4 4 1 3 1 2 1 2 6 2 1 4 886 Slab 10 405C 19' 2 - 2
12 101-8" 5'-7' 25 904 6 3 2 4 4 1 3 1 2 1 2 6 2 1 4 904 25 120C 22' 3 2
13 9'-10" 5'-2' 26 1017 7 3 2 5 4 1 3 1 2 1 2 6 2 1 4 1017 26 20 130C 1If 2
14 712" 4'.10- 27 1139 7 3 2 5 -5 2 3 1 3 1 2 7 2 1 4 1139 27 130C 14' 3 2
15 1 8'-6' 4'-6' 1 28 1270 8 3 2 6 5 2 4 1 3 1 3 8 2 1 5 1270 28 130C 19' 4 3
Table 7.1 29 1411 9 4 2 6 6 2 4 2 3 1 3 9 2 2 5 1411 29 25 9' 2
30 1563 Na 4 2 7 6 2 4 2 3 1 3 9 2 2 6 1563 30 14' 3 2
31 1724 Na 5 3 a 7 2 5 2 - 4 2 3 nla 2 2 6 1724 31 19' 4 3
MAX 32 1896 n/a 5 3 a 7 2 5 2 4 2 4 n/a 3 2 7 1896 32 30 a' 2
POST POST DESCRIPTIONS POST 33 2090 n/a 5 3 9 a 2 B 2 4 2 4 Na 3 2 8 2080 33 17 3 2
TYPE DETAIL HGHT 34 2275 n/a 6 3 n/a 9 3 6 2 5 2 4 r1a 3 2 8 2275 34 16' 4 3
35 2481 Na 6 3 n1a n/a 3 7 2 5 2 5 1,11a 3 2 9 2461 35 40 9' 3 2
A Acorn Twin 0.032-xl.S-xl S-Scroll MU7DO,MU90 8' 36 2700 Na 7 4 n1a n/a 3 7 2 6 2 5 Nis 4 3 n/a 2700 36 12' 4 3
A Alum Twin 0,062'xt.Sxt-5 Scroll MU100,MU91 12' 37 2931 Na 7 4 n1a Iva 3 8 3 6 2 5 Na 4 3 Na 2931 37 8' 4 3
A Alum 0.024 x3'x3'col sideplalas MU98 12' 38 3175 n/a a 4 Na rile 4 8 3 6 1 8 n/a 4 3 Na 3175 38 60 17 5 4
B Akrm D.032-xYx3'tockseam MU89 17 39 3433 Na 9 5 n/a n/a 4 9 3 7 3 6 n/a 4 3 Na 3433 39
C Alum 0.040k1'x3'Lockseam MU89 4 7 40 3704 Na 9 5 Na Na 4 Na 3 7 3 7 rqa 5 3 Na 3704 40 TABLE 7.7 STUCCO ATTACHMENT TO WALL
D Akan 0.055'k3-x3-Fkteel MU9s 12' 41 3988 n/a n1a 5 Na rVa 4 IUa 3 8 3 7 n1a 5 4 rUa 3908 41 ALLOWABLE DISTANCE TO FIRST ROW OF POSTS
E AIUM 0.120-x3"XW Sgran MU96 17 42 4288 rVa n/a 6 Na Na 5 min 4 9 3 8 n/a 5 4 Na 4288 42 c
F Steel 0-043-x3 xW Lack— MU89 15, 43 4601 Na n1a 6 Na rile 5 Na 4 9 3 a rue 6 4 Na 4601 43 Uva/Snow Wind Speed(mph)and Exposure
G Steet 0.1SSN3"xT Swan MU93 18' 44 4930 n/a Na 6 n1a n/a 5 Na 4 Na 3 9 rva 6 4 Na 4930 44 Load(psf) 90 Exp C 90 Exp B 90 Exp C
H Stee+0.1l1rx4'x4'Square MU93 IT 45 5273 Na Na 7 Na Na 6 Na 4 n1a 4 9 Na 7 5 Na 5273 45
Table 7.2 46 5633 rUa Na 7 Na Na 6 rile 5 Na 4 rile nla 7 5 Na 5633 46 20 20'-Cr 15'-8" 15'-r
47 6008 Na n/a 8 n/a n/a 6 No 5 Na 4 Na nl■ 7 5 No 6008 47 25 20'-0' 1 S-8' 15'-r
48 6400 Na nh a Na Na 7 Net 5 Na 4 n1a n!a a 5 Na 6400 48 30 20'-T 15-W
49 6806 Na Na 9 Na Na 7 rile 5 Na 5 Na n/a 8 6 nla 6" 49 40 20'-0" 13'4" 13'-8"
ROFESS/ so 7234 n!a n/a 9 n/a Na 7 n1a 6 Na 5 n/a n/a 9 8 Na 7234 50 60 13--10- 9'-2' 9'-2'
Q �� as ever emlrn y
!`Q QU1-A' 9� 914 SMS a 014 shoat metal or SOS screw,tit'minimum length A .5:WA A AC MEN S OR SOLID COVER TRU URE.
�2 34'B-3/8'Diameter Bolt ANCA MZ 2 AN
See General Notes for specifics on fasteners LIVEt 0/C O/C 01C CLEAR a OF 1/4'
�i WIND SPEEC SNOW SPACING SPACING SPACING SPAN LAG SCREWS
w C 68139 rn 1 Clesespan on this chart is the distance from the (MPH)ANO LOAD CONCRETE IAASONRY FOR#10 x Z' (FT) PER STUD @la-
wall to the first row of columns. EXPOSURE (PSF) ANCHORS ANCHORS SMS SCREWS 0!C SPACING
* E 6/3012 / * 2 Approved concrete anchor such as Stainless Steel Hilti Kwik Bolt TZ 90 C 10 20" 20- 6' 18' 1
(ICC ESR 1917)or equivalent 21' 2
�
r 3 Approved Masonry Anchor such as Hilo Kwik Bolt 3(ICC ESR 1385) 105 C 20 20" 20" 6' 11' 1 C 18'x 2.5'embed or equivalent 21' 2
�1-4 4 ',,4"Lag screws must have 2'-,4'of penetration into studs, 1 10 C 25 20' 20` 6' 10' 1
OF C
These fag screws must lave an 1!8'lead hole. 21' 2
5 10 and 20 psf are live x snow'oads.25-60 psf are snow loads- 30 20" 20" 6' T 1
February 15, 2008 17' 2 2l612008
40 16- 16- 4' 2 M2 Page 2 of 4
60 16" 16" 4- 9' 2
7.0 CONCRETE FOOTING OPTIONS
CONVERSION TO SQUARE TOP FOOTING SITE SPECIFIC FOOTING TABLE
For Single Span Attached for SINGLE SPAN Attached Structures INSTRUCTIONS TO USE TABLE 7.10
EQUIVALENT FOOTINGS FOR Footings Only Wind Condition Lattice 1. TABLE IS FOR SINGLE SPAN ATTACHED UNITS ONLY
FREESTAND AND ATTACHED Footing Depth (in) Trib 90 mph 90 mph 110 mph Trib 2. DETERMINE ACTUAL TRIBUTARY AREA
w z DIAMETER OF 18 24 30 36 Area Ex B Exp C Ex C Area FOR MIDDLE POSTS THIS IS:
w z CIRCULAR d (in) Required Length of Square Footing in) (sq ft Required "d" of Footin in s ft TRIB WIDTH x POST SPACING
C7
? 0 FOOTINGS (IN) 20 21 18 16 15 15 14 15 17 25 FOR END POSTS THIS IS:
Z 0 12" 18" 24" 21 23 20 18 16 20 16 17 19 33 (OVERHANG+ HALF OF POST SPACING) x TRIB WIDTH
z O z DEPTH OF 22 24 21 19 17 25 17 18 21 42 3. DETERMINE FOOTING SIZE FOR WIND CONDITION
0 o CIRCULAR 23 26 23 20 18 30 18 19 22 50 4. FOR LATTICE USE LAST COLUMN FOR TRIB AREA
FOOTINGS IN 24 28 24 21 20 35 19 20 23 58
18 18 52 25 23 25 29 26 23 21 40 20 21 24 67
19 20 N/A 27 25 26 31 27 24 22 45 20 22 25 75
20 22 N/A 31 27 27 33 29 26 23 50 21 23 26 83
21 23 N/A 36 28 28 35 30 27 25 55 22 23 27 92
22 24 N/A 42 30 29 37 32 29 26 60 22 24 27 100
23 26 N/A 48 32 30 39 34 30 27 65 23 25 28 108
24 27 N/A 54 34 31 41 35 32 29 70 24 25 29 117
25 29 N/A N/A 36 32 43 37 33 30 80 25 . 27 30 133
26 31 N/A N/A 39 33 45 39 35 32 90 26 28 31 150
27 33 N/A N/A 44 34 47 40 36 33 100 27 29 33 167
28 35 N/A N/A 49 35 49 42 38 35 110 27 30 '34 183
29 36 N/A N/A 54 36 51 44 39 36 120 28 30 35 200
30 38 N/A N/A 60 37 53 46 41 38 130 29 31 36 217
31 39 N/A N/A N/A 38 55 48 43 39 140 30 32 36 233 M I 10 LS H S R'
32 40 N/A N/A N/A 39 57 50 44 41 150 30 33 37 250 BUILDING P R O D U C T S
33 41 N/A N/A N/A 40 60 52 46 42 160 31 34 38 267
34 43 N/A N/A N/A 41 N/A 54 48 44 170 32 34 39 283 227 South Town East Blvd
35 44 N/A N/A N/A 42 N/A 56 50 45 180 32 35 40 300 Mesquite, TX 75149 Q�OFFSSic)
36 46 N/A N/A N/A 43 N/A 58 51 47 190 33 35 40 317 a "q!
P u
37 47 N/A N/A N/A 44 N/A 60 53 49 200 34 36 41 333 F(972) 882 8818
38 48 N/A N/A N/A j 45 N/A N/A 55 50 210 34 37 42 350CD
TABLE 7.8 46 WA N/A 57 52 220 35 37 42 367 Carl Putnam, P. E. C 68139 nn
47 N/A N/A 59 54 230 35 38 43 383 3441 Ivylink Place E 613012
48 N/A N/A N/A 55 240 36 38 44 400 Lynchburg, VA 24503
49 N/A N/A N/A 57 TABLE 7.10 carlputnam@comcast.net �S+J9 CI
50 N/A N/A N/A 59 OF C Ll
TABLE 7.9
February IS, 2008
2/6/2008
M3 Page 3 of 4
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