HomeMy WebLinkAbout00-9148
BUILDING PERMIT
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
09148
1/10/00
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ELECTRICAL
Date
BUILDING
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
Zoning: Energy Code:
Descriotion of Work a.dd; ./-:0.... o{
Radon Gas:
SJvICf ~v /O.::.~ ....
NO OCCUPANCY BEFORE C.O.
FINAL
..2 - CJ--O 0
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
c.o.
DATE
Inspector
5((
City License Registration #
State Certified License#
_.:~:::;:e~:i;,_~. a4t
Company
Address
-- Telephone# F/:J - /,:9'~g-/?P ~5
Valuation or
Contract Price
I~o{),. ce
BUILDING
ELECTRICAL
Ftr.
Pre SLB
Lintel
F RM . / - /3 ..(J)(J> ..i. e..
Insul. CL
WL /-Z~~I>~e..
Tp. Servo
Rough In /-/9.-00 ~;e
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
ME HANICAL
Breakers
Ducts Insl.
Compressor
Final
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($ 25.001 shall be made for each trip for each trade:
a. Wrong Address
b. Condemned work resulting from faulty construction.
C. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
g. Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
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PLUMBING: )J/~
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APPLICATION FOR PERMIT
CITY OF ZEPHYRBILLS
BUILDING DEPARTMENT
DATE RECEIVED
PLANS REVIEW FEE
R /-? /-. -f
/)"f(/s<IJ*Z /2~
LEGAL DESCRIPTION: LOT(S) BL CK
PARCEL ID # .:l1}-;10--: ~ 1-60/ O-/;1&, (){J/)()() (')
OWNER'S NAME -A IGf:? h " t9
JOB ADDRESS ~JT70~
PHONE r/;f-7,?'"5~/~ '75'
Lt:)i 1h
SUBDIVISION
(OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPSED: [JNEW CONSTRUCTION
~ ADDITION
[JALTERATION
[J REPAIR
[J INSTALL
[J SIGN
PROPOSED USE: ~SGL FAMILY DWELLING
[J COMMERCIAL
[J MOVE
[J DEMOLISH
[JMULTI-FAMILY
[J INDUSTRIAL
[J# OF UNITS
[J SWIMMING POOL
[J MOBILE HOME
[J OTHER
c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK
BUILDING SIZE
ILJ'X..ll5'
SQUARE FOOTAGE .J ,yO
s-/-
7'
HEIGHT ~
RESIDENTIAL:
COMMERCIAL :
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERMITS REQUESTED
Iff" BUI LDING
$ /5"'t:9-0
~cJ
VALUATION OF TOTAL CONSTRUCTION
[J ELECTRICAL
AMP SERVICE
~ FLORIDA POWER
[J
W.R.E.C.
[J PLUMBING
[J MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
[J GAS
[J ROOFING
[J SPECIALTY
[J OTHER
TYPE OF CONSTRUCTION: [J BLOCK IB"""FRAME
/, . vII
FINISHED FLOOR ELEVATIONS _~
[J STEEL
[J OTHER
IS PROJECT IN FLOOD ZONE AREA[J YES
19--"No
BUILDER
SIGNATURE 0~~~...... II?
t2C/
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
******************************************************************
ELECTRICIAN
SIGNATURE 0L~ -R> 12
!:ity
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
******************************************************************
PLUMBER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
**********~*******************************************************
MECRAHICAL
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be subject to ~deed restrictions" which
may b~ more restrictive than City regulations. The undersigned assumes responsibility for
compliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they may be required
to be licensed in accordance with state and local regulations. If the contractor is not
licensed as required by law, both the owner and contractor may be cited for a misdemeanor
violation under state law. If the owner or intended contractor are uncertain as to what
licensing requirements may apply for the intended work, they are advised to contact the
City of Zephyrhills Building Department, 813-788-6611.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign portions of the ~Contractor Sections" of this application for which they
will be responsible. If you, as the owner signs as the contractor, you are indicating that
you, rather than the contractor, are responsible for the work. If the contractor wishes
you to sign as contractor that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of ~Florida's Construction
lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the ~owner", I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the ~owner" prior to commencement.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the information in this application is accurate and that all work will
be done in compliance with all applicable laws regulating construction, zoning, and land
development.
Application is hereby made to obtain a permit to do work and installation as indicated. I
certify that no work or installation has commenced prior to issuance of a permit and that
all work will be performed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governmental agencies may apply to
the intended work, and that it is my responsibility to identify what actions I must take to
be in compliance. Such agencies include but are not limited to: *Department of
Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
*Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps of Engineers-Seawalls, Docks, Navigable Waterways
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone ~A" or ~A,etc.", it is
understood that a drainage plan addressing a ~compensating volume" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes,
nor shall issuance of a permit prevent the Building Official from thereafter requiring a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for a
period of six months after the time the work is commenced. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall be requested
in writing to the Building Official. An approved inspection must be logged during each six
month period, or the project will be considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A ~NOTICE OF COMMENCEMENT".
SIGNATURE: CONTRACTOR
SIGNATURE: OWNER OR AGENT
acknowledged
19_
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____day of
by
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____ day of
by
acknowledged
19
(name of person acknowledged)
[1ho is personally known to me, or
(name of person acknowledged)
Owho is personally known to me, or
Owho has produced
(type
and whoO did 0 did not
of identification)
take an oath.
o who has produced
(type of identification)
and who Odid [):iid not take an oath
Signature of person taking acknowledgment
Signature of person taking acknowledgement
/4 f2 ~h /e /2 /1' J:- I-
~ame typed, printed or stamped
Name typed, printed or stamped
IF Pl mOOD IS USED FOR CORNER BRACING
WITH FOIL BACKED FOAM BEING USED FOR THE
VAPOR BARRIER. VlSQUENE. TAR PAPER OR
SOME OTl-iER SUITABLE PROOUCT MUST BE
USED OVER Tl-iE WOOD
112' x 4'~' x 8'~'
PRESSBOARD OR CDX PL mooo
(OPTiONAL) 0.006 MIL. VISQUENE
OR 15# FELT VAPOR BARRIER
(OPTIONAL) FOil BACKED 314' _
OR 112" FOAM INSULATION
VAPOR BARRIER
FOIL TAPE AlL JOINTS
VINYL SIDING TYPICAL
SIDING IS TO BE NAILED@ 16" O.C.
TO MANUFACTURERS SPECIFICATIONS
AND INSTRUCTIONS AS SUPPLIED BY
THE ViNYl SIDING COMPANY
NAILING: NOTE:
SIDING OVER FURRING STRIPS:
1" SHANK AlUMINUM NAlLS OR EQUAL
SIDING OVER FOAM:
1-314' SHANK AlUMINUM NAILS OR EQUAL
SIDING PROPERLY APPLIED OVER PROPERLY
FRAMED STRUCTURE COMPLIES WITH 100 M.P.H.
110 M.P.H. A."D 120 M.P.H. WIND ZONES
SPECIFIED IN SBCCI AND BOCA CODES
/
DOUBLE 2 x4 TOP PLATE
IF A FOURTH FRAME WALL is REQUIRED. AlL
FRAMING AND BRACING SHALL BE Tl-iE SAME
AS FOR OTHER WAllS OR PROVIDE AlUMINUM
BEAMS OR WOOD HEADER AS REQUIRED FOR
SPAN
BRACING FOR CORNERS SHALL BE 112' 4 PLY
CDX Pl mOOD FOR WOOO STUDS @ 24' O.C.
NAILED WITH #ad COMMON 6' O.C. EDGES AND
12' O.C. FIELD
FOR STRUCTURAL GRADE Tl-iERMAL PLY STUDS
SHAlL BE 16" O.C. AND NAILING OR SCREW
PATTERN SAME AS COX WITl-i NAILS OR SCREWS
PER MANUFACTURERS SPECIFICATIONS
AlTERNATE BRACING SHALL BE 1-1/4' x 14 GA
GALVANIZED COIL STRAP X-BRACED TO STUDS
WI (1) #ad COMMON PER STUD OR 1.1/4' x 0,040'
ALUMINUM STRAP X-BRACED AND NAILED TO
STUDS WI (2) 1.1/4" ALUMINUM NAILS EACH STUD
FRAME AND AlUMINUM SCREEN.
VINYL OR GLASS WAlL
FOR LUMBER GOLUMNS N,?10R _ Y
WlTl-i GALVANIZED POST
TYPICAL WOOD DECK
1)ALL WAlL FRAMING 16' ON CENTER
(EXCEPTION: 24" ON CENTER FOR
WOOD STORAGE ROOM)
2)PIER POST CAN BE BOLTED TO
SLAB OR CONTINUOUS FOOTER
OR HAVE ISOLATED CONCRETE
FOOTER EACH PIER
(SEE DETAIL)
3)CENTER STRINGER REQUIRED IF
DEPTH OF DECK EXCEEDS 10'~"
4)HURRJCANE ANCHOR EACH JOIST
TO CENTER STRINGER
r
o
-L1
LEDGER SUPPORT DETAIL
2' x 6"
~
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, F
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2" x 4" TOP PLATE NON-STRUCTURAL
ATTACH TO AlUMINUM BEAM WITH #10 x
2" S.M.S. OR USE TO FASTEN PANS TO
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SEE JA.MB FRAME DETAIL
TOP PLATE MUST BE PRESSURE TREATED
PINE OR HAVE VAPOR BARRIER BETWEEN
AlUMINUM A."D WOOD
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FRAMING TO BE FLUSH
2' x 6' FRA/-.lING
AlL WALLS WOOD FRAME
I
JACK STU~D '----------___
1=
~ ,i I ~ POSITION STUD
JAMB FRAME DETAIL
weOD FRAME GARAGE DOOR
WOOD OR ALUMINUM FRAME
HOST STRUCTURE
BRIOGING 48' ON CENTER
5/8' Pl YWOOO DECKING
FACE GRAIN PERPENDICULAR
TO JOIST
CENTER LEDGER PIER
KNEE BRACE REQUIRED FOR
HEIGHT OVER 4'~'
2' x 6' JOIST HANGER EACH END
3-112" CONCi-l.ETE tiLAi>
4' x 4' PRESSURE TREATED PINE
OR 3' x 3' x 0.090' ALUMiNUM
3/8' x 5' BOLT
LEDGER SUPPORT
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JOIST BUCKETS 2 x 6 FLOOR
JOIST @ 16' ON CENTER
DBL. 2 x 6 GIRDER
A
c;- .
J,.. MAX. SPAN BE1WEEN SUPPORTS l
SEE SCHEDULE BELOW _
,
VARIES
DECKING MAY BE 5/8' OR 314' PL mOOD OR 5/4' x 6' OR 2 x 6 PLANKING
NOTE: SEE SECTIONS (PAGE 86)
TYPICAL WOOD DECK FRAMING Pu\N
Girder Support Spacing
T~C;irder
2-2" x 6"
2.2"xS"
Girder Splice
Points'
Single Span
s.,a'
T.9"
Span Between Support Spacing
Two Spans Three Spans
s'-,a' '0-7""
T.,!' 6"-8"'
Four or More
0-4'"
8'-4"'
TYPICAL WOOD FRAME
ATTACHED TO STANDARD CONSTRUCTED HOME
OR MOBILE HOME MANUFACTURED AFTER 1984
None
S~'/T.'1"
0,'"'/8'.'"
, Meascred from end suppor.s (Z-6"/ Z-8")
Notes: 1 Assumed lumber to be #2 saleel ror;-densa P T,P
2. Maximum fiOCi load 40ft/sq. ft.
3 Spans assumed 10 be eq'.Ja1
4 Based on max,mum oeck w.dlh C1f 10~'
6'~'IT.1'"
THE DESIGNS AND SPA....S SHOWN ON THESE DRAWINGS ARE
BASED ON Tl-iE LOAD REQUIREMENTS FOR THE FOLLOWING
CODES:
1l STA."DARD BUILDING CODE 1997. CHAPTER 16
INCLUDING SSTD 10-96
2) BOCA NATIOr\AL BUILDING CODE 1996
3) TEXAS DEPARTMENT OF INSURANCE WINDSTORM
RESIST ANT CONSTRUCTION 1998
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NOTE:
WIND LOAD CONVERSION:
SPA."S AND HEIGHTS FROM TABLES ARE BASED ON A 120 M.PH
WIND LOAD. :0 CONVERT TO A 140 M.P.H. WIND LOAD MUl TIPl
SPA....S AND HEIGHTS BY 0.85
1
OF
6
JOB NAME:
ADDRESS:
DRAWING FOR ONE PERMIT ONLY
EPS WAlL PANEL
314" PLYWOOD DECK (OPTIONAL)
514' x 6" OR 2 x 6 DECK ----...",'
~
2" x 6" OR 2" x 8"
@16"0.C.
1.1!2"x 3"x 0,060" RECEIVING CHANNEL
1110 x 112" S.M.S. @ S" O,C, MIN.
BOTH SIDES
#a x 1" WOOD SCREWS \'VITH
518" WASHERS (3) PER PANEL
2" x 4" TOP PLATE
PRESSURE TREATED PINE
1/4" x 1.112" LAG SCREW wi
518' WASHER AT 24" O,C.
AlTERNATE DOUBLE STRINGER
FOR CANTILEVER OYER 3'
FROM MAIN STRINGER
SHEATHING:
112" PLYWOOD OR STRUCTURAl
GRADE THERMAl PLY wi SIDING
COMPOSITE PANEL WALL TO WOOD DECK
AlUMINUM POST SEE TABLE
314" PLYWOOD DECK
~
2"xS"OR2"x8"
@1S"0,C,
EXTRUDED AlUMINUM BASE
CORROSION RESIST ANT THRU-80L T
PER SCHEDULE
U-CUP
LAG SCREW SEE TABLE
1/4" x 3' BOLTS OR T.BOL TS INTO
CONCRETE SLAB AT 24" ON CENTER
WITH 118" x 1.112" WASHERS
~
~
;:i;
.
" ~..........
AlTERNATE DOUBLE STR;I'/GER
FOR CANTlLEVER OYER 3'
FROM MAIN STRINGER
FOOTING OPTIONAL AS REQUIRED
UTILllY SHED lYPICAL WALL SECTION
TUBE COLUMN BASE SCHEMATIC (INTERNAL BASE)
MINIMUM 1.1/2" I
31,4" PLYWOOD DECK \
1" x 2" CHANNEL \
2" x 6" OR 2" x 8'
@16"0,C.
SCREWS SEE TABLE
LAG SCREWS SEE TABLE
112" LAP
AlTERNATE DOUBLE STRINGER
FOR CANTILEVER OYER 3'
FROM f.'AIN STRINGER
I . '
AlUMINUM COYER (SEE CONNECTION
TO HOST STRUCTURE)
PLATES TOP AND BonOM
HURRICANE ANCHORS WITH NUMBER
OF NAlLS PER MANUfACTURES SPECS
2" x 4' STUDS
PRESSURE TREATED 2 x 4 PLATE
,
~
S' x S' . 10 x 10 WELDED WIRE MESH
#50 BAR CCNTINl'OU~
(2) INTERNAl L's OR RECEIVING CHA....NEL
(2) 114" DIAMETER BOLTS EACH ANGLE
(4) 1110 x 1.1/2" SHEET METAl SCREWS
EACH ANGLE
1.112" x 3-\,12" SPACER BLOCKS
ALUMINUM BEAM FRAMING INTO CORNER
OF WOOD FRAMED UTI LIlY SHED PLAN VIEW DETAIL
SCREEN ROOM WALL TO WOOD DECK
Allowable Header Spans for Exterior Bearing Walls
Headers Co Headers Constructed of#2 Grade Spruce, Pine or Fir with 1/2" Plywood Spacer
Supporting Supporting Roof and Ceiling Loads Only
Wind Load 1 Applied Load
110 M.P.H. 1 25 #lSq. Ft 120 M.P.H. 1 29 #/Sq. Fl 140 M.P.H. /40 #lSq. Fl
Header Size Header Size Header Size
(2) NJ (2) NJI (2) NJI (2) NJ (2) NJ (2) NJ (2) NJ (2) NJ (2) NJ (2) NJ (2) I NJ (2) I NJ
Roof Span 2x6 2 x 8 2 x 10 2 x 12 2 x 6 2 x 8 2 x 10 2 x 12 2x6 2x8 2 x 10 2 x 12
Lumber Grade Lumber Grade Lumber Grade
SP.F, #2 PINE I #2 PINE 1 #2 PINE S.P.F. I #2 PINE #2 PINE #2 PINE S,P.F. #2 PINE #2 PINE #2 PI NE
Building Width Building Width Building Width
2 19'.9" I 128'., '"'11 I 36'.", 1 i 43.1"' , '8'., '"'1' 34'.'0" 1 34'.10" , 41'.7" , 'T-4" I' 32'.,"' , 32'.," , 38'.5"' I'
6 13'-8" , 20'-0" , I 25'.,.' 1 129'.10" , 13'.2" , 24'.2" , 24'.2" 1 28'.10"" , ,,'.""' , I 22'.3"' 1 22'.3"' I 26'.8" 11
I 10 '1'.6" , 16'.' "'11 I 21'.", I' I 25'.2" , '1'.,'" , '6'.3" 1 20'-4'" , 24-4"' , I 10'.,"' , 14'.,,"' , 18'.9"' I 22'.6"' I'
14 10'-4" , 15.'"' 1 118'.,,"' , 22'.6"' , 9'.' '"' , '4'.13" , 18'.3"' , 2,'.9" , 9'.0" , I ' 3'-4" , 16'-9" , 20'.," 12
18 9'.13"' , '3'., '"' , i 'T-4" , 20'.8" , 9'.," , '3'-4" I 16'.9" , 20'.()" 2 8'-4"' , 12'.3"' 1 '5'.5"' 2 18'.13"' 12
22 8'.10'" , 12'.' '"' , 1 16'.3"' , , 9'-4" 2 8'.13" , '2'.13" , 15'-8"' , 18'.8" 2 T.9" I I "'-5"' , '4'-5"' 2 ,T.3" 12
26 8'.5'" 1 12.3"' , I ' 5'-4'" I , 8'-4" 2 8'.,., , , ".'0" , 14'.10"' 2 'T-8" 2 T-4"' , 10'.10" 2 13'.8" 2 16'-4"' 12
30 8'.0" , , ".9" 1 1 ~4'-8" 2 'T.5"' 12 T.8"' , , ".3" , 14'.'"' 2 16'.10" 2 T.O" , 1 0'-4"' 2 '2'., ,.. 2 15'.7" 12
32 T.10" 1 ' "'.6" , I 14'-4"' 2 'T.'" 2 T.6" , "'.()" , '3'.10" 2 16'.13" 2 6'.10" , 10'.,"' 2 12'.9" 2 1 5'.3" 12
') N J, IS the reqUlCeSl number of Jack 51uds If the number of Jack studs is (') then the header may be supported by a Semco or equal )Olst
bucket
Jack studs are assumed to be 112 spruce, pine. or fir
2) Use "0 M PH /25 Sq Fl for Wind des'gn speeds less than "0 MP H
3) Build,ng Width ,s measured p€rpend,cular to the ndge. For Widths between those shown, spans may be interpolated,
Notes:
DETAIL #1
LAG SCREWS SEe TABLe
THRU BOlT seE TABLE
AlUMINUM U-CUP OR ANGLE
THICK.'1ESS EQUAL TO OR
GREATER THAN POST
AlUMINUM POST
SEE TABLE
THRU BOlT SEE TABLE
MASONRY ANCHOR
seE TABLE
WOOD BEAM
LAG SCREWS SEe TABLE
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AlUMINUM STRAP
3" x 3' x 1/8"
AlUMINUM PLATE
AlUMINUM POST
seE TABLE
2" x 2" x 1/8" AlUMINUM
ANGLES WITH (2) 1/4" x
THRU-BOL TS SEE TABLE
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DETAIL #2
CONVENTIONAL ALUMINUM CONSTRUCTICN
P0RCH POST CONNECTION
-E
114" x 2" LAG BOLT (2) PER POST
'" x 2" TOP AND BOnOM PLATE
SCREW 'Z'()" a.c.
TYPICAL POST
#1a x 1-1/2' SCREWS (3) MIN.
PER POST TOP AND BOT.
1/4" MASONRY ANCHOR (2) PER
INTO CONCRETE SCREEN ROOM
(2) AT POST AND 2'-0- O,C.
ALUMINUM SCREEN ROOM WALL
UNDER WOOD FRAME PORCH
,I-
W ~ ~
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n -J ~
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6
OPTIONAL CONCRETE eN' BLOCK
OR BRJCK
(2) SIMPSON H-5 CLIPS OR EQUAL
(1l tI-4 BAR AT CORNERS ANO 10'~"
ON CENTER Fill CELLS AND KNOCK OUT
BLOCK TOP COURSE WITH 3000 PSI
PEA ROCK CONCRETE
~
-....-
i
~
ANCHOR ALUMINUM FRAME TO WALL
OR SlAB WITH 114" x 2.1/2' MASONRY
ANCHOR WITHIN 6' OF POST AND 24'
ON CENTER MAXIMUM
(1) #4 BAR CONTINUOUS
S'x S"x16" BLOCK WALL (MM. 32')
DOuBLE 2' II 6" P.T.P. \^11TH 314"
PL mOOD (PT) SPACER NAILED WlTH
#16d COMMON GALV. (2) EACH 15" O.C.
'"
'"
L
(1) #50 BAR OR (2) #40 BAAS
MIN. 2.112" COVER
RIBBON FOOTING OR MONOLITHIC
IF MONOliTHIC SlAB IS USED SEE NOTES
OF DETAILS BELOW
"'
>i..-
~ 12"J
CENTER OF GIRDER B-B
2 II 6 FLOOR JOISTS FASTENED TO
DOUBLE 2 x 8 GIRDER WITH SIMPSON
H-2.5 HURRJCANE ANCHORS AT 16" O.C.
CONCRETE BLOCK PIERS AT 8'~' O.C.
CONSTRUCTED ON 4 x 16 x 16 CONCRETE
FOOTING PAD. CELLS POURED SOLID WITH
(2) #513 BARS AND (1) SIMPSON H~
ANCHOR IN EACH CELL FASTENED TO
DOUBLE 2 x 8 GiRDER
3/4" PRESSURE TREATED PL '!WOOD
OR 2 x6 PRESSURE TREATED DECKING
CONCRETE BLOCK OR TREATED WOOD
PIERS AT 8'-0' O.C.
FOOTING TO DECK CONNECTION SECTION A-A
......
3/4' PRESSURE TREATED PL mOOD
OR 2x6 PRESSURE TREATED DECKING
I
~
CONCRETE BLOCK PIERS AT 8'-0" O.C.
CONSTRUCTED ON 4 x 16x 16 CONCRETE
FOOTING PAD
AUGER AT EACH PIER FASTENED TO 2x8
GIRDER WITH Fl.A T STRAP
2x6 FLOOR JOISTS FASTENED TO DOUBLE
2 II 8 GIRDER WlTH SIMPSON H-2.5
HURRICANE A.NCHORS AT 16" O.C.
OR 2" x 6" JOIST BUCKET
:0
<'l
, . ;-
"'
.! ,
, ;-
ALTERNATE FOOTING TO DECK CONNECTION SECTION A-A
KNEE WALL FOOTING FOR SCREENED ENCLOSURES
n 0
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GALV. METAL STRAP (14 GAx 1')
8"x8'x 16" CONCRETE BLOCK
8' x 24'x24' POURED CONCRETE PAD
(2) #5 BARS ('8" LONG) EACH WAY
CONCRETE POURED CELLS WITH #5 BAR
(3hY-RETE READY MIX wi GRAvaJ
PAD FOOTING
----
ALUMINUM ATTACHMENT
3-112" CONCRETE SLAB 6x6. 10 x 10 WELDED
WIRE MESH OR FIBER MESH CONCRETE
VlsaUENE VAPOR BARRIER UNDER SlASS
HAVING STRUCTURES ABOVE
WELL COMPACTED ClEAN Fill OVER SACRIFICED
NAnJRAL SOIL 90% RELA.TIVE DENSIn'
CONCRETE FILLED BLOCK STEM WALL
S' x S' x 16' C.M,U.
S"x 12" CONCRETE FOOTING WlTH (1) #5 CONTINUOUS
LOCATE ON UNDISTURBED NATURAL SOIL
(1) #5 VERTICAL BAR AT CORNERS AND 10'~" O.C.
A.
B.
C.
D.
E.
RAISED PATIO FOOTING
ISOLATED FOOTER
(2) #5 BARS EACH WAY
3" x 3" ALUMINUM POST OR
1f6 4" x4" P.T.P. POST IN GALV.
POST ANCHOR AND 4-114" x
2.1/4" MASONRY SCREW
- -
i . 3-112" SLAB
. I. N
-
~".:':/~,:i~
=j, F', :==~ I==~ t=-
~ ,L S" -~
,
_ 16" MIN.--II'
2'-0" MIN.
BEFORE SLOPE
'" / 3-112'
1
I
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~="='''~~''-'~~-==I' .-- --I" .-
1,?~T:::f"c-"'- - :~~r.f~2=7==~===~T=d;7Sr.
-~~~~~
1v'.AXIMUM UPLIFT #
16" x 16" 548#
24'x24' 978#
30' x 30" 1.388#
TY?E I
FLAT SLOPE / NO FOOTING
0.2'/12"
n'PE II
MODERATE SLOPE FOOTING
2"/12" .1'.10'
TY?E III
STEEP SLOPE FOOTING
> 1'.10'
POST TO SLAB DETAIL
NOTES: 1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION EXCEPT FOR EXISTING
SLAB \^I1THOUT REINFORCEMENT. THEN TRIBUTARY ROOF AREA LIMITED BY TABLE 2.4
2. 'MONOLITHIC SLA.BS OR FOOTINGS SHALL BE MIN. 2.500 PSI CONCRETE WI1116x6-1o..10
waDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH.
3. IF lOCAL BUilDING CODES REQUIRES A MINIMUM FOOTING USE TYPE II FOOTING OR
FOOTING SECTION REQUIRED BY LOCAL CODE. lOCAL CODE GOVERNS.
SLAB DETAILS ADDRESSING EROSION
D '
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ALUMINUM STRUCTURE FOOTING
2SOO PSI CONCRETE WITH (1) #5 BAR CONT.
MINIMUM 2.112" OFF GROUND
ALUMINUM STRUCTURE FOOTING
2SOO PSI CONCRETE 1'1'1111 (2) #5 OR (3) #3 BAR CONT.
MINIMUM 2-112" OFF GROUND
1 '
>"- 12" -~
RIBBON FOOTING TYPE II
RIBBON FOOTING lYPE I
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Table 4.1.1:
Column Capacities Supporting Conventional Construction
Aluminum t'osts
2" x 2" x 0.044" Hollow Extrusion. Aluminum Alloy 6063 T-6
Max,mum Maximum
Allowable Roof Area in
Square Feet for Various Loads on Post
.>1
"0
U
io
Height Load In Lbs.
I -4 7UQ4-
If. I 1.548
9".HT .204
'1'.1' WJ
2" x 3" x O.OSO" Hollow Extrusion" Aluminum Alloy 6063 T-6
Maximum Maximum
Allowable Roof Area in
Square Feet for Various Loads on Post
4':1
4:>
L":i
Ll
Height Load in Lbs.
If-r 2. '30
S~- L,:>IJL
I U' .,-;sgo
1L-.;' 1.1"91'
3" x 2" x 0.070" Hollow Extrusion. Aluminum Alloy 6063 T-6
Mal(lmum Maximum
.'
7"
Allowable Roof Area in
Square Feet for Various Loads on Post
01
40
30
21
Height Load in Lbs.
b-L ';,4iJ!l
':1-0 I L,:>:>O
lU' ,"ob
IN I ~__
3' x 3" x 0,040" ;011 Forme';'. Aluminum ;'lloy j105 H.14
Maximum Maximum
Allowable Roof Area in
Square Feet for Various Loads on Post
4J
JL
LO
':1
Height Load in Lbs.
lu-'T2","38T I
1"..0- 1 .186 I
13'-4 I ,:.i8':1 I
10'-U" [ .U4L I
3" x 3" x 0.060" Roll Formed" Aluminum Alloy 3105 H.14
Maximum Maximum I Allowable Roof Area in
Height Load in Lbs. Square Feet for Various Loads on Post
, .,.. -v "'J;6OlJ" I l:>4
12'.lJ 2.100 I 40
14-;; L,loo I '>0
10-0 I ,010 I .:b
3" x 3" x 0,060" Fluted Hollow Extrusion. Aluminum 6063 T-6
Maximum I
Height
1'.1;:1' I
lj. WI
\:;'01'""
Maximum
Load in Lbs.
Allowable Roof Area in
Square Feet for Various Loads on Post
b'
40
J'.:>
':1
3.408
':,:>:>0
~
:491 '
'T. ~
Example:
F,nd Roof A~a Neede<l, Area = 'A'; Post Spac,ng ='5'; Structure ProJect,on = W:
A = S x (VY.'2 ... 0 H,), W '5' = T. W = , 2', and O,H = 2' then: 'Area' = 56 Sq, Ft.
Fo<a 10"-11" post and 120m p.h. Wind load or23#1 Sq Ft. post cho'ces are:
1) 2" x 3" Snap Sect,on
2) All post s,zes [,sled below the 2" x 3" Snap Secl,on
Where job condrt'ons d,c:ate a post height of 10' ,n a 120 MPH w,nd zone, a 3" x 3" Roll Formed COULD
NOT BE used Decause when rt ,s more than to. tall rt can only support 39 SF of roof On the other hand, a 3" x
3" Fluted Pos1 wrth a post he'ght of 10'- 7" can support an area of 128 square feet of area. Thus, deSIgn must
sat,s!y both he,ght and area requirements
Table 4.1.2: Column Capacities Supporting Conventional Construction
Aluminum P-osts
3" x 3" x 0.090" Hollow Extrusion. Aluminum Alloy 6063 T-6
Maximum Maximum Allowable Roof Area in
Height Load in Lbs. Square Feet for Various Loads on Post
'1'.lU o,1~4 ~J
1 J'-lU J,ooo o~
1~'1U" J.UL4 -S4
rr-1U" L.Lob 41
3" x 3" x 0.125" Hollow Extrusion. Aluminum Alloy 6063 T-6
Maximum Maximum Allowable Roof Area in
Height Load in Lbs. Square Feet for Various Loads on Post
lJ-~" o.~lL I.:J
10.1 0.104 ~J
18'-4 4.UJL 12
LU' .>.UL" 04
4" x 4" x 0.125" Hollow Extrusion. Aluminum Alloy 6063 T-6
Maximum Maximum Allowable Roof Area in
Height Load in Lbs. Square Feel for Various Loads on Post
10'"'' ~,J1L lob
18"'-~' 5."04 1':0
-"'21=0''- ~,4jL ~-- ::il
L'>-O ",U14 73
Steel Posts
3" x 3" x 14 Gauge Post. 46 k.s.i. Steel
Maximum Maximum
Height Load in Lbs.
W'.lU lU,UoU
L' -':1 .".>u
L'>-'" o,oJO
LO -':1 ".'>1
3" x 3" x 11 Gauge Post. 46 k.s.i. Steel
Maximum Maximum
Height Load in Lbs.
W-b' l:>,~IU
~ 1 '- 11 .I JU
Lj -0 0,,,70
LO.o o,~uu
4" x 4" x 14 Gauge Post" 46 k.s,i.
Maximum Maximum
Allowable Roof Area in
Square Feet for Various Loads on Post
179
133
10'-
18
I
I
Steel
Allowable Roof Area in
Square Feet for Various Loads on Post
LI:lJ
20g-
150
ILj
Height
LO-O
':':1',>
J.:-U'
"," ,0
Load in Lbs_
l.!,OOU
':1,.>OU
l,loU
O,oUU
Allowable Roof Area in
Square Feet for Various Loads on Post
226
151
I.:~
-SO
--
Table 4.2:
Schedule of Allowable Loads I Maximum Roof Area for Anchors
Anchors into wood for ENCLOSED buildings
Allowable Load I Maximum load area (Sq. FL) @ 120 M.P.H. wind load
Diameter Anchor Number of Ancho~
x Embedment 1 2 3 4
'14" x 1" 254#11'-SF 528#122-SF 792#133-S F 1056#144-5 F
1/4" x 1.112" 396#i17-SF 79211133-SF 1188#I50-SF 1 584#166-S F
1/4" x 2-1/2- 66O#128-SF 1 320#1 5~ S F 1 980#183-S F 2640#111o-SF
5116" x I" 312#113-SF 624#12&-SF 936#/39-S F 1248#152-SF
5116" x 1.1/2" 468#120-S F 936#/3 S- S F 1404#/5S-SF 1872#178-SF
Sl16" x 2.1/2" 76O#133-SF 1 560#16~ S F 2340#/98-S F 3120#1130-SF
318" x '" 356#i1~SF 7121113o-SF 1068#14:rSF 1424#15S-SF
318" x 1.112" 534#122-S F 1 068#!4~SF 16021l167-SF 2136#18S-SF
3/8" x 2.112" 800#!37-SF 1780#/7 4-SF 2870#11'1-SF 3560#1148-SF
Anchors into concrete for ENCLOSED buildings
Allowable Load I Maximum load area (Sq. Ft.) @ 120 M.P.H. wind load
Diameler Anchor
x Embedment
114" x 1.112"
3i8" x 1.112"
112" X 1.114"
Num ber of Ancho~
2 3
151 ~"163-SF ~2271#19~SF
2' 14#i88-SF I 3171#1132.SF
2886#i12o-SF 4329#1,eo-SF
4
3028#'12&-SF
4228#117&-SF
5772#1241-SF
1
i'57#132-SF
1057#/..4-SF
1443#I60-SF
Table 4.3:
Fastening Schedule for Wall Cladding
Connection Fastener
25132 Fiberboard Sheathing 1-314' gaJ'.<ln,zed roofing nail
8d common nJil
Number or Spacing
3" o.c, at edges
8" o,c. at other bearings
112" Gypsum Sheathing 11 ga, '.1/2" gal'.<lnized
7116" head
4' o.c. at edges
8" oe at other beanngs
5/8" Gypsum Sheathing 111 ga, 1-3!4" gal'.<lnlzed
17116" head
112" Gypsum Wallboard 1-318" drywall nail"'
4" o.c, at edges
8" 0 c at other beanng s
7" 0 c, on ceilings
8" o,c on walls
518" Gypsum Wallboard 1-1/2" drywall nail ..
7" o.c on ceilings
8" o.t on walls
Particle Board Siding
5116" . 112" 1
6d
8d
ad
~ i
518-
3/4-
dboard Lap Siding, Over Sheathing
3 Bd corrosion resistant with
16" o.c a\ top and bottom edges
Direct to Studs
mln,mum 0099"0 shank and
mmimum 0 240"" head
10d corros,on res'slant w,lh
mintmum 0 099"e shank and
minimum 0,240"" head
16d corros,on resIStant w,th
minImUm 0,092"" shank and
minimum 0,225"" head
I' 8d corrosion resistant with
minimUm 0092"" shank and
m,n,mum 0 22S"0 head
6" 0 c at edgesand , 2" o.c at
IntermedIate supports
Over Sheathing
I ' 6" 0 c al top and bottom edges
6" 0 C. at edges and 12"' o,c at
intermediate supports
Direct to Studs
Over Sheathing
F,berglass sheathing may be stapled uSing 16 ga. galvanIzed slaples 1.1/8" long or 1/2" sheathing and '-'1
2" long for 2S132 sheathing Staples to have mln,mum ClOWn of 7116" and spaced 3" 0 c at edges and 8" oe at
other beanngs.
.. Drywall na,ls <hall conform to ASTM C 514
1,) Sid,ng applted to 5/8" net wood sheath,ng. 15132 wood structural panel 0< 112" part,cleboard sheathing
2.) Corros,on res'slant naIls spaced 6- on center a\ edge 8" on center at Intermed,ate supports Na,ls shall
have a minImum edge dIstance of 318-
3.) SIding applied 10 studs spaced 24" on center maXimum
4) S'dlng appj,ed directly to studs spaced 24" on center max,mum
5) Use annular 0< spIral thread nails for combination subnoor 1 undenayment
6) Nail must be of suffiCIent length to accommodate thIckness of SIdIng and sheathcng If used and allow
minImum stud penelrat'on of 1.'12" ,nenes
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6
PAN ROOF ANCHORING DETAILS
EXiSTING TRUSS OR RAFTER
SEALANT
HEADER (SEE NOTE BELO\~1
#8 x 9/16' S.M.S. (3) PER PAN
AND (1) AT RISER
#10 X 1.112" S.M.S. (1l PER RAFTER
OR TRUSS TAIL
ROOF PANEL
#10 X 3/4' S.M.S. AT 12" ON CENTER
#8 X 9/16' S.M.S. (3) PER PAN
AND (1) AT RISER
ALTERNATE CONNECTION:
#8 X 1-114' SCREWS (3) PER PAN INTO
FASCIA THROUGH PAN BOXED END
EXISTING FASCIA
ROOF PANEL TO FASCIA DETAIL
HEADER (SEE NOTE BELOW)
#8 X 9/16" S.M.S. (3) PER PAN
AND (1) PER RISER
FOR MASONRY USE 1/4' X 1.1/4' TAP-CON
ANCHOR OR EQUAL AT 24' ON CENTER
FOR VVOOD USE #10 X 1.1/2' S.M.:>.
OR \"OOD SCREW" AT 12" ON CENTER
ROOF PANEL
#8 X 9116' S.M.S. (3) PER PAN
AND (1) PER RISER
EXISTING HOST STRUCTURE:
WOOD FRAME. MASONRY OR OTHER
CONSTRUCTION
ROOF PANEL TO WALL DETAIL
NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WlTH (3) EACH #8 X 112'
LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 112" WASHERS.
ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET
BETWEEN THE WASHER AND THE PAN.
PAN RIBS SHALL RECEIVE (1l EACH #8 X 112" SCREW EACH. THE PANS MAY BE
ANCHORED THROUGH BOXED PAN WiTH (3) EACH #8 X l' OF THE ABOVE SCREW
TYPES AND THE ABOVE SPECIFIED RIB SCREW.
~,-~ij- ---
\\~
\\
\ \
\
\
\
\
l' FASCIA (MINIMUM)
BREAK FORMED METAL
SAME THICKNESS AS PAN
(MINIMUM) ANCHOR TO
"ASCIAANO RIB OF PAN
AS SHOWN
#<l x 3/4' SCREWS @ 6' OC.
---
I #8 X 112" SCREWS @ 6' O.C.
---1
-=:J
I
HEADER (SEE NOTE BELOW)
#8 x 9/16' S.M.S. @ 8' O.C.
ROOF PANEL
FOR MASONRY USE 1/4' X 1.114' TAPCON
ANCHOR OR EQUAL @ 24' OC.
FOR 1'.'000 USE #10 x 1.112' S.M,S. OR
1'.'000 SCREWS @ 12: O,C.
EXISTING HOST STRUCTURE:
1'.'000 FRAME. MASONRY OR OTHER
CONSTRUCTION
ALTERNATE ROOF PANEL TO WALL DETAIL
NOTES: ROOF PANELS SHALL BE ATTACHED TO THEtiEADER WlTH (3) EACH #8 X 112'
LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 112' WASHERS.
ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET
BETWEEN THE WASHER AND THE PAN.
PAN RIBS SHALL RECEIVE (1) EACH #8 X 112" SCREW EACH. THE PANS MAY BE
ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 x l' OF THE ABOVE SCREW
TYPES AND THE ABOVE SPECIFIED RIB SCREW.
COMPOSITE ROOF ANCHORING DETAILS
EXJSTING TRUSS OR RAFTER
#8 X 9/16' SMS SPACED AT
8' O.C. BOTH SIDES
ROOF PANEL
#10 X 1-1/2' S.M.S. OR WOOD
WOOD SCREW (1) PER RAFTER
OR TRUSS TAIL
#10 X 3/4' S.M.S. OR WOOD
SCREW SPACED AT 12" O.C.
#8 X 9/16' SMS SPACED AT
8' O,C. BOTH SIDES
EXISTING FASCIA
ROOF PANEL TO FASCIA DETAIL
~/;-
. ...---~ ,j!:t --
~ fu
",0
"- ~
~
EXISTING HOST STRUCTURE
WOOD FRAME. MASONRY OR OTHER
CONSTRUCTION
#8 X 9/16' S.M.S. SPACED AT 8'
ON CENTER BOTH SIDES
FOR W.sONRY l.;~E 1/4' x 1-11<' TAPCON
.'NCHOR OR EQUAL AT ~4" uN CENTER
FOR WOOD USE #10 X 1.112" S.M.S. OR
WOOD SCREWS AT 12" ON CENTER
ROOF PANEL
#8 X 9/16' S.M,S. SPACED AT 8'
ON CENTER BOTH SIDES
NOTES:
ROOF PANEL TO WALL DETAIL
WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA
FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CA"l BE OUTSIDE THE TRUSS
BUTTS, SUB-FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS.
ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1.114' WASHERS
OR SHALL BE WASHER HEADED SCREWS.
HEADER INSIDE DiMENSION SHALL BE EQUAL TD PANEL OR PANS.,.. THE WALL
THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PA"I OR COMPOSITE
PANEL WALL THICKNESS, HEADERS SHALL BE A"I010RED TO THE HOST
STRUCTURE WITH ANCHORS APPROPRIATE FOR Tl-E MATERlAl CONNECTED TO.
THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR
SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM
THE HOST STRUCTURE.
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,
10'
'j
#8 X 112' ALL PURPOSE SCREW
@'2'0.C,
BREAKFORM FlASHING
'\ :
\ I
\ I
~"IJ~~l
/ !
/ /
~ /
/
3' COMPOSITE ROOF PANEL
SEE SPAN TABLE
FASTENING SCREW SHOULD BE A MIN,
OF l' BACK FROM THE EDGE OF FLASHI'IG
ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS
1. FLASHING TO BE INSTALLED A MIN. 6' UNDER THE FIRST ROW OF SHINGLES
2. STANDARD COIL FOR FLASHING IS '5' .019 MIL. COIL
3. FIRST ROW OF NAILS WlLL HAVE TO BE REMOVED TO INST ALL FLASHING PROPERLY
4. FLASHING WilL BE INSTALLED UNDER THE FELT PAPER WHEN POSSIBLE
5. HEADER WILL BE PUnY TAPED AND CAULKED EVEN THOUGH FLASHING IS TO BE INSTALLED
6. IF THE DROP FROM THE EDGE OF THE SHINGLE DOWN TO THE TOP OF THE HEADER IS MORE
THAN l' THEN THE DRIP EDGE WILL HAVE TO BE BROKEN TO CONFORM TO THIS DROP
7. WHEN USING FLASHING THE SMALLEST SIZE HEADER AVAILABLE SHOULD BE USED
12' .03 MIL. ROLLFORM OR 8' BREAKFORM IS BEST SUITED FOR HEADER SINCE IT KEEPS
THE FLAP LIP OF THE HEADER BACK FROM THE EDGE OF THE FlASHING
8. WHEN SEPARATION BETWEEN DRIP EDGE AND PANEL FlASHING IS REQUIRED
1/2' SEPARATION MI...:MUM
9. STRIP SEALANT BET\'!"EEN FASCIA AND HEADER PRIOR TO INSTALLATION
PAN ROOF ANCHORING DETAILS
SEALANT
E PAN HEADER
(BREAK-FORMED OR EXT.)
I r- #8 X 9-16' S.M.S. (3) PER PAN
~ &-:::- AND (')AT PAN RISER
RIDGE CAP
HEADERS AND PA"IElS ON
BOTH SIDES OF BEAM
FOR GABLED APPLICATION
\
"-----= PAN OR CaMP. ROOF PANEL
ALTERNATE CONNECTION:
#8 X 1-1/4' SCREWS (3) PER PAN
INTO BEAM THROUGH BOXED
END OF PAN AND HEADER.
ROOF PANEL TO BEAM DETAIL
", .". S.....S. 13' eER P," /
A'ID (1) AT PAN RISER
#8 X 9/16' S.M.S. (3) PER PA"I
ALONG PA"I BOTTOM
t
SUPPORTING BEAM
(PER TABLES)
,I
,
NOTE:
WHEN FASTENING PA"IELS OR PANS TO
WOOD PLATES SCREWS SHALL HAVE A
MINIMUM EMBEDMENT OF l'
FOR COMPOSITE ROOFS:
#10 X (1+ 112") S.M.S, WlTH 1.1/4'
DtlJ'o1ETER FENDER WASHERS
@ 12" D.C. (LENGTH = PANEl.
THICKNESS + 1') @ ROOF BEARING
ELEMENT (SHOWN) AND 24' O.C. @
NON-BEARING ELEMENT (SIDE WALLS)
ROOF PANEL TO BEAM FASTENING DETAIL
ROOF PANEL (PER TABLES)
SECTION 7
FOR PAN ROOFS:
(3) EACH #8 x 112" LONG S.MS.
FER ,7." P^,"El
(1) #8 x 112" WlTH HEAD S.M.S.
TOP OF EACH RISER
BOX HEADER
BEAD OF CAULKING ALONG TOP OF
BOX HEADER
ROOF PAN
#10 X 1-1/2' WASHER HEAD S.M.S.
THROUGH BOX HEADER 12' O.C.
INTO HOST STRUCTURE
NOTES:
1. WHEN HOST STRUCTURE IS MASONRY
USE 114' X 1-114' DRIVE PINS OR
114' X 2.1/4' THUNDERBOLTS
2. FASTEN THE EXISTING SUB-FASCIA
TO RAFTER TAILS FIRST WITH
#10 x 3' S.M.S.
(3) PER ROOF PAN #8 x 318"
w/ HEAD S.M.S. O.C. INTO BEAM
(3) PER ROOF PAN #10 x l' WITH
S,M.S. THROUGH ROOF PA"I AND BOX
HEADER O.C. INTO HOST STRUCTURE
PAN ROOF AND BOX HEADER
FlASHING 0.024 OR 26 GA. GALV.
L,
t
I
I I
BEA'" TO WALL CONNECTION: ,Y- A -/
(2) 2" X 2" x 0.060' EXTERNAl Y MOUNTED A"IGlES ATTACHED TO WOOD WALL WiTH MINIMUM
(2) 318' X 2' LAG SCREWS PER SIDE OR (2) 1/4' X 2-1/4' CONCRETE ANCHORS TO CONCRETE OR
MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3'
(ALTERNATE) (1) 1-3/4' x 1-3/4' X 1-3/4' X 118' INTERNAl U-CUP ATTACHED TO 1'.'000 WALL WITH
MIN. (3) 318' X 2' LAG SCREWS PER SIDE OR (3) 1/4' X 2.114' CONCRETE ANCHORS TO CONCRETE
OR MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OR CaNTILEVERED BEAM
DEPTH LARGER THA"I 3'
2'x 2"x 0.06' X BEAM DEPTH
+ 4' ATTACH ANGLE 'A' TO
FASCIA WITH 2-318' LAG
SCREWS AT EACH A"IGLE
@
@
MIN, 2' X 3' X 0.050' S.M,B.
(4) #10 S.M.S. AT EACH A"IGLE
EACH SIDE
A = WIDTH REQUIRED FOR GUTTER
B = OVERHANG DIMENSION
@
o
o
--2- NOTCH ANGLE OPTIONAl
o
o
RECEIVING CHANNEL OYER BEAM
A'IGLE PROVIDE 0,06<)' SPACER
AT RECEIVING CHA"INEL ANCHOR
POINTS. (2) #10 x 2.112" S.MS.
AT RAFTER TAILS OR 2" ON CENTER
MAX. WITH 2' x 6' SUB FASCIA
MUST REMAIN FOR ANGLE
STRENGTH
2".6" SELF MATING BEAM WITH
(4) '10 SHEET METAL SCREWS AT
EACH ANGLE EACH SIDE
CANTILEVERED BEAM CONNECTION TO WALL AND FASCIA DETAIL
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~ 12.00" ,
MATERIAL: 0.019", 0.022", 0.028", 0.030", OR 0.036"
3105 H-28 ALUMINUM ALLOY
12.00" X 2.50" SUPER PAN @ ROOF PANELS
(PATENT # 4,918,898)
Table 7.5.1: Allowable Spans for SUPER PAN @ Panels for Various Loads
Royal Aluminum, Inc.
Manufacturers Proprietary Products: Aluminum Alloy 3,05 H.2S
2.'12' x '2'" x 0.0,9" Panels
vpen t:lU"o,ngs tonc oseO t:lu"Olngs
WI~d 1 Applied Overh.1nQ Condition Wnd App',;ecf o....-erhoit'g Condition
'. RE' glon LOid NO'..E ".0- I 2'~. 3'oj)- Rr glon Loaa NO"'- ,'.0. , 2'4- :r-<)oo
.. -.--t--7. ,3'.J" ,~.,O~ le'.r -,~~. " 10'.2" \O'..'T'o.". ~;::-
102 M.P.K n
\10 M.P.H. ~o '2'.3" '2,,' i '2."- 13'.8" "0 M.P.H. " 35 9".J" 9'.6" I 10.,' ~ ".0.
,20 M.P.H. 23 , 1'-5- 1\'.7" , '2.1' 12'.' '" '20 M.P.H. 1 ., S'.7" S,g" 1 g'.,' 'C'.;-
125M.P.1i. Z6 10',g" 10'., '" I 11.5" 1Z'... '25 lo'.P.H. 1 '5 8'.2" B.S' I sr.," lC.2-
1<0 M ,P.1i. JZ 9'.B" g.". I 10'_6- 1 ".5" "0 M ,P,Ii. I 56 7'.4" 7.7- I B'... 9,6'
..'12. x ,2" x 0,022'" Panels
Open Buildings tonc oseO BUiTO,ngs
VYind Applie-d Overhang Condition I'<\nd Applied Ove rhang Condition
Re glon lOid ra..E ,'.0" , 2'.0" 3'oj). Rr gion Load r.o'~ ,'-0" I 2'.0. 3'-l)"
,e2 M.P.H. 17 14'.3~ 14',," I 14.10' '5.6' '02 M,P.1i. 29 10'., '" 1\'.1' I 11.S' 12-6"
"OM.P.1i. 20 13,2" I 13.4" I 1 ).g" 14'.6- "OM.P.H. 35 g'., ,. '0'.2" T \O'.g" 1\'.7"
, 20 M ,P.H. 23 'Z'.)" 12,5' I 12'.' 1" '3.S" '20 M.P.H. ., I 9'.2" 9'.5' I 10.0' 10., '"
125 M.P,1i. 26 , ,.6' I I'.g' I . 2.J~ ,) .0" 125 ~ ,P.H. 45 I B',9" 8'.1 " I "B' lC -8'
"0 M.PH )2 10".5' 10', i" I 1 1 '.2~ 12.0' 140 M.P.H. 56 IT.W I S'." I e .10" g.,,'
Re gion
'02 M,P.H.
"0 M.P.H.
'20 MP,f{
125 M.P,H.
140 M.P.K
V\,nd
REo g ion
'02 MP.H.
,,0 M.P.H..
n~OM.pJ{
'25 MP.1i.
140 M,P.K.
\'Vlnd
Wind
~gion
'01 M.P,H.
110 ~.p.H.
'20MP.H.
'25 M,P.H.
'<40 M,P.H.
3',0"
16.5' I
15,6' I
,..9" I
,).6" I
2.1/2' X ,~.. ~ane s
Open BUild,ngs
Applied Overhang Condition
load "-O'~ "-0" I 2.0"
17 lB'.2- 1 lB.3" ! ',8.7'
20 16,9" I '6"0" I '7.3"
2) 15-7'" I '5,9" I . S .\"
26 "',8' ",10"" I 15.3"
32 13'.3* I 1).5" I ~3.~D-
R2 glon
102 M.P.f{
110 M.P.H.
'20 M.P,f{
'15 M.PH
140 M.P,H.
W,nd
I'<\nd
)' -o'~ ~ glon
Ig.1' 102 M,P,f{
17',," I 110 ~,P.f{
lS,9 I '20~,P.f{
15.10" I 125 ~.P,1i.
,. .6" I 140 ~P.1i.
Enclosed Bu,Tdings
Appllt d Overhang Condition
Lo~d '.o'..E ,'.0" 1 2'.0" 3'-0"
29 12".4" 12-6' I 12.1'. l)'-B'
)5 , ",2- " .4" , ,".,," 12-6-
,
41 ~ C' -4' I '0,6. I ~ ~ '. 1 . I ' ,., ,"
4' g'. 10"" ,0. '" , C'.8~ I ',.r
56 B'. ~O" I 9'.," I S ,g" '0,8'
Enclosed BUlid,ngs
Applied Overhang Condition
load t,,()~.J: ,'-0"] 2'..0" 3'.0"
2\ ~,2'.9. 12'."" I '~'.4. ',4.'-
35 \~'.7." .9- I ~2'_3H 13'.0.
4, 10',e- 10'"", I ',1'.5" \2-3'
4S 1e',3- 'c',os" I \C;'.~1- ",'0"
56 9,2' g.,.., S ". I 'C.l'-
Enclosed Bu,ra-,ngs
Applied Ove rhang Condition
Load NO'c I ,'.0" I 2'.0'.
29 13.,," 14'.'" I :4 ,6'
35 12,S' I 12".10" : ').3" I
41 I ".B" , 1'. 10' I . 2 '..
45 1 11'.28 ,1'.-4'" I " .10.'
56 I 1C',O" , C'T I 'C ,g"' I
'2,00. I II f
~'.OO.
I I
r 12" 1
;0/
l'
iil
N
\
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I
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I
r'-- 3.00" --;'
J,
MATERIAL: 0,028 OR 0.034" 3105 H-28 ALUMINUM ALLOY
12.00" X 2,50" 'W' PANEL
Table 7.5.2: Allowable Spans for Royal Aluminum'W Panels for Various Loads
Manufacturers Proprietary Products: Aluminum Alloy 3,05 H-2S
'2" x 2."2" x 0.02s", "'I" Panels
---' r'pen BUTTOIngs
WInd Applied Overhang Condition
Region load r-.Qtc ".0" 2'-0" 3'.0"
'02 M.P.H. 11 '5.... '5,5. 15.\0"" 16'.5'
"0 M.P.H. 20 ,..1' ,.',). 14.8" '5,"
\20 M.P.H. 2J '3'-2" '3,.. '3.9" 14'.5"
U5 M.P.1i. 2~ 12',." 12'-6' I ')-0" \3".9""
140 M.P.H. )2 11'-2" "..' I 11.10" '2'.8"
TrlcGsea~. ---
Wnd I Applied Overhang Condition
~gio" Load f'Qc ".0. 2'.0" 3'-0"
102 M.P,H. I 29 ,,'.9" "..". ,2'S '3-2'
"0 M.P,H. I)' '0'.8' '0""0- ,,'S 12'.3'
'20 M.P,H. I 41 g'.,O- 10'.,. 10'.S' 11-6'
\25 M.P.1i. I 4S 9',5' 9',7" 10'.3' 1 \ .2"
140 M.P.H. I 56 B ,5' 8',8" g'... 10....
12' x 2.11." x 0.OJ4"' . 'W' Panels
Open I:>ullo'ngs toncloseO t:lu"o,ngs
IfIind Appli~d Ove rh.ang Condition \'Vind I Applied ~rhang Condition
Re gion Load '-O'..E "-l)" I 2'.0. 3'-0. Region 1 load '-O'..E ,'-1). 2'.0. 3'.0"
102 M.P.H. 17 '6'.'0- i6..'1. I 17..<4" 1T.1 ,~ '02 M.P.H. I 29 '2'.' '" 13'.'" 13'-6' 10".38
110 M.P.H. 10 '5'.6" 15'-S' I '6." '6'.S" "0 M.P.H. I 35 I ".ga 1".,," '2'.5' 13'.2"
'20 M.P.H. 23 14".S" '11'.!- I 15.0" 15'.S" '20 M.P.H. I ., I ,0..'0" 11"-0" ,".( '2-5'
'25 M.P.H. 26 1)'.8" 1).g" I 14',2" ,4"."" '25 M.P.H. 1 .. I 'C'-.' '0'.7" "'.,Oo '1'.',"
140 M.P.H. 32 12'.3' '2.5. I ~2'.n. 1'3'.8" 140 M.P.1i. I 56 I 9'.3' 9"-6' 10..'" "'.,"
Note: Total roof paneJ WIdth = room WIdth plus wall Wldth plus o.err.ang
Table 7.5.3: Allowable Spans for Royal Aluminum PANS for Various Loads
Manufacturers Proprietary Products: Aluminum Alloy 3105 H.28
.1/4' x '2' x 0,0'3'" R,ser Panels
Open t:lUllo\ngs toncloseO t:lu'IOlngs
"WinCf I Appl,ed, Overhang t;ono,tlOn WinO I' App ,eo Overhang Cond,tJon
Region Load NONETT~''''''' 2'~r3T~~ Region Load N"OOto 1.0" I .'.0' J'.o'
102 M.P.K '7 I 7.sr-lT.v-iE'-s"-+'V./ w< M,P.H'l 29 5.-8' 0'., I 0'.', 8'.3'
,,0 M.P.H. lU e.1U 7Tl7." ~..,. 110 M.~.H. 3~ ~.. 5'". I e.
'20 M.P.H. ,J .,0 J b." I 7. 0." 1,0fT.. 1 14'.10" b'.l I o'.J- 1-1;
m"5l>l.?R 26 6:?:-L~7-J" o.b' ,."5l>l... I ~T i 4.11 I 6'., TT
1n000~-r-i-S-:b- I ~9"' 6'.1' 140 M.l':FI:""f"56 I 4., I 4. ,b."'.J'
Note: Total roof panel WIdth = room W1d\h plus wall W1d\h plus o..,rr,ang
3'.0"
',-2"
,. _08
13-2"
'2.8-
11-8
12" X VARIOUS HEIGHT RISER ROOF PANEL
Table 7.5.4: Allowable Spans for Royal Aluminum PANS for Various Loads
Manufacture~ Proprietary Products: Aluminum Alloy 3105 H"28
3' x 12' x 0.019" Riser Pane,s
OpenSU1lCllngs enc osed Bu"dlngs
Wind AppliedL Overhang Cond,~on Wind I ApplieO uvernang Cond'~on
Region Load l~O"N~"':: T-1)"'- :FQ'""" Region Load NUNto "-0' .'-on J'.o
-1011vUS:Ji.t-'1I17-W I '2'-1 I 13'-5' 14'.Z-10Tlit '.H. .~ ".W lU-<.J l~./ , I""
"0 M.P.H. 20 I ,10" I ,,:n- 12'-6' 13'.3" "0 M.P.H. J5 6'." ~'..' "'.W 1U'.""
~.l'".H: '23 I W.o' I 1'-3" , .S' fT.7' 120M..H. 4' 0-J" 0-'0 ".l 10".3-
Iu~PH. 26 !'0'-4.1". ,,:1' 11'.11 '25M..H. .~ 7." 6'-Z 6.WI"""
'~l.f.P.H. J. ; g'-4 I g-, 1~11'.""'f1W,:. .H. ~. .1- -:-4 o. I g'.J"
J' x '2' x O.OZ." Rlse r 1>"a neTs
Open BUild,ngs
Appl,ed I Overhang Cond,t,on "Wino
Load f"l'lO"N~""': 2'-1) 3'.0" Region
17 I 16'" 1 16'-2" 16'. 172' I 102 M.P.H.
ZO 114',10' 1'4'.11 ,5-4' 15'., l' '0 M.P.H.
23 113".'0' I 13'.11 '4-5' 15'"., 1,20 M. .H.
Z6 I'.'.' I '3'".2"" 13'.7" 14'-4" '25 M.P.H.
n I '1'.g- 1'1-' 12"-5' 13'"-2' '40M. .H.
WInd
Region
-~02 M.P.H.
'10 M.P.H.
'20 M.P.H.
125 M.P.H.
140 M.P.H.
3" x '2" x 0.032' "'$Or Pane,s
Open BuiTiflngs
Wind I Appl,ed I Overhang-Condition J W,nd
Region Load Il'lOOCT1"'.:on-"~TQ'""" y"-1)"l Region
'02 M.P.H. 17 I 17-1O""f17." ,8'.3" '8'-9" I '02 M.P.H.
"0 M.P.H. 20 I 16'-5' I 16'-6" 16'. ,17-6'1"0 M.P.H.
120 M.P.H. .J I 1~5"" 15'.10" 16'.5' 1'20 l.f.?:H.
'25 M.P.H. 26 I 14'.5' I ',4-6" 14",- 15'.T 1'25liof.P.H.
14ll M.P.H. J. , U'- , I '3'., '3'.7 14'-3' 1 ,4ll M'.P.H.
Note: Total rocl panel Wldt/1 = room WIdth plus wall WIdth plus o.emang
Enclosed BUlld,ngs
Appl,ed vvernang \..ono,~on
Load N"OOE; ,'.0' I ..0 I J.o
.~ Il-4 14-'0 114' 13'-8-
J5 111 1 l.b' ,., 14,"
4' 10"-4' 10"-7 , ,." "."
45 "','1 lU'., 1LJ.;j
~~ 8'.10" g'.," ~-~. I 'U'.;j"
cnCIOseO l:>ul1o,ngs
Applied Uverhang \..ono'~on
Load NONE ".0'" 2'-0' J'-O"
23 'J'.{'" 'J.~" 14., 14.'
,~ I Z.S' , Z'-7' 1J-{)' , J'.~"
4' "0" , '0" 1, ., 1 [.
45 W.". "., ,,-6' 1.'",>
~. "'.w )U"-{J" 1 U. , -Q
co ;;;
o 0
o CX)
8 '
CO :0
x~""~lt)
g~~~~
10~eN.f.
D ;'0.:""><;:1;:0
,-z f- ;:I; -< I "
..._ II) u. 0 0
l-<tiOgco
w OI,.L
;, .0.....
...:;g...,.-<~
<""'::l":'C;z:
~~~~S
~~~ri~
~ 0
J: S
cri .:.J
:j ~
...J
<t
;:)
z
<t
CI)~
~z
:,)0
f-U5(1)
()W~
;:)OID
n:::CI)~
f-w..--
Cl)n:::t--
w;:)z
:2f-o
~g~
u..n:::()
of-W
oCl)CI)
0:2
~~
:2
;:)
...J
<t
,~
ill ~ ~
,'" N
0.:3 N
v)'"'
:::i ~ ;t .
Q)U<'~
C:~5;!~
C"'>:"''''
~&;3i~
t...L.J.....J:J: __
. ~ 5 w C!;
W~o5e
V):r:~
Q)Q::ga.u.
()"''"'~
C:"'.w
Q)~~>-
'-~C)
~ I'" 0
q is c.:
1'G
JI 1
/~~
~ S~~EAC
I; 68
OF
6
2.'12' x 12' x 0.~Pane1s
Open Bu,'O,ngs
\V1nd Applied I Overhang Condition
Re~;on Load I ra..E ".0" I 2'.0. I 3'.0"
1 02 ~ .P.H. 17 I '6.'" I '6-2" I '6.7"' 1 17'.2'
110 M,PH 20 I "','0" 1.."" \ ',5..' 1'5.'"
120 MP.H. 23 I ')'.\0' I 13.11 ! 14.5" I 15."
'25 M,P.f{ 26 I 12.'" 13',2', '3.7" 14,'.
\40 M,P.Ii. 31 I \\',8"" \1'.\1. I ',2..' I 1).2"
-r.172'X1T'Xmu ane s
Open Bu,'dlngs
Applied Ovt'rhang Condition
lo.d M::>'E. "-0" I 2'-0"
11 16'.r '6'.9" I 1.7',". tT.a-
20 '5-.<4" 15'.~"' i 15. '0-
23 14',3- 14'.5" I \4.108
l~ 13.," 1).7" I 14,0.
32 12.1' I \2.3" : '2 ,g"
~~l
< fu
eo. 0
\c--
!
,
I
;'"
~
lr
1
ALUMINUM SKIN
E.P.S. CORE
SIDE PANEL CONNECT.
nONS VAAY (DO NOT
AFFECT PA.NI:L SPANS)
SELECT PA."IEL DEPTH
FROM TABLES
<Ia'
COMPOSITE ROOF PANEL (INDUSTRY STANDARD]
Table 7.1.5: Allowable Spans for Industry Standard Composite Roof Panels for Various Loads
Aluminum Alloy 3105 H.14 or H-25 1.0 EPS Core Density Foam
I~'tr,~-rt-'anels
r o~~n"'p.:-----~ I EnclosedBulld\~s
I:~~I K.pp (er,~-~n:an~r;:\Jnd\t:~f"t Wl\")Q -~?liecY' , Q\'~ma)-~n-
Reg,on Load ,i"l~. 2'rrr,~ Region ,oad ~-U'T""T-<rT
~a.~7 1~2-_' ,7~ ~~lR.. 2 9"-' 19."lli'.
.. I 20 " . :a-I1"71 ", . .. "3 'I
1120 M,P.H. I 2:r-Tl"c: c:oi1CJ':IT11r:l ,
rm.I:l'J1.T"2"T' .ll\l '0 I. 0' 7-Q'\l2511.~:H'L
mo-""'~"3 - nrTg.Q"71O"' ., .l'"J1."""I
r~O"-OWPanels
I Ope n Bull dmgs I
(:Ind . Appli'fd i ~ on I on J In
~RegiOn I Lead i".' 'O'lE11"-<rTT-WT~. :rc ~,' I. Region
~11.fP:H:71"1T"'n"/'3.~n(1""i1<: :Q""-~"'na. .
1fM.PXl20 ,'2.3 I 1'7-:. In I -rT11nl. . I
r~.~23 I "'~"-'~2:' I ,7-1 :r:11\l20., --r-<r:5"i1-.
~~~~~ C"Tf'rlT~ :r:5'125111':R:T4>TE'".'TT::' 9.,
.~:rr-"7---'1' I~O"' I'" T-~. (. 8-4
r~rr1lW- ane S
I upen BuildIngs I enclosed Ul Ings
I R~~~;nH I A~F~d ~~ffic~~~on ~ :~~~n~ I A~~~O:d ~~~;e~;.:on I
r~a . ~,. nIT' 1. I on T-rlUZ1il g9 ':;:o-f1T~.:a"TTJ":
f1lC~2~ '8"\l'~' o.77llnl'":.":...L-...) c-:lT'TI,." ,,- I "I,j-I I
r2Clif~2:r---;-:r: TI-<l I 14 ,. I 14.9 I 15"8'i12C1iIPK1- "~."' 10." I n VT171l"I
"2511~2~.. :7-. I '"200"\13.... 1\<"- \ '5-C"---~T251i1:~ I .: I 9"~::--"C5 ",-4 17-,
Im1i!PXl3~.~.a-h:7,r;17-Tf'TT3':-\'-;-T4ll"1iI. . ., s ~ I -
Note: TO'\a~ roof pa"'el WIdth;: ro<;lm 'Mdtr"i plus wall 'o'lI'idtti piA o'.,.er+'lang
Cn
1
W
TYPICAL INSULATED PANEL
f
~
0.019"" ALUMINUM COVER PAN OR
CONTINUOUS ALUMINUM SHEET
I#J X 518" CORROSION RESISTIVE
WASHER HEADED SCREWS AT 24"
O.C. AL TERNA TE I#J X 518' SMS
W/112" DIAMETER WASHER.
1. INSTALL RIGID FOAM INSULATION INTO ALUMINUM ROOF PAN.
2. COVER INSULATION WITH 00145' PROTECTOR PANEL W1TH OVERLAPPING SEAMS.
3. INSULATION PANEL SHAlL BE CLOSED wrr~ ALUMINUM END CAP TO SECURE PLACEMENT
A....D TO DISCOURAGE THE NESTING OF WILDLIFE AND OR INSECTS.
4. PROTECTOR PANEL WILL BE SECURED BY I#J X 518" CORROSION RESISTIVE WASHER
HEADED SCREWS.
5. SCREW PATIERN WILL BE 12" ON ALL PERiMETERS A....D 24" O.C. FIELD ON EACH PA....EL
6. ALUMINUM END CAP WILL BE ATTACHED WITH (3) #8x112" CORROSION RESISTIVE WASHER
HEADED SCREWS.
NOTES:
Table 7.1.6: Allowable Spans for Industry Standard Composite Roof Panels for Various Loads
Aluminum Alloy 3105 H.14 or H-25 1.0 EPS Core Density Foam
~x.-~TPa.ne(s
open~
pp Ie err,ang --con-cfil'j")n 'n
Load 'lrr2'~:rlfT'f"-lr'l Region
.7 14~~'3- 1 10:7T1 '..
. ,-r '3"T\5'"-z-TIlll"lot .
~~~5~~~~ :
0"'5Il~\rT1:n I .
Note: ilj,ai roof panej 'Mdtf'l;: room Wlct.1'1 pjus wall wHnh piLlS o~.a~
Err,;,l'"l:ed Bulldlr:WS
pplt~d ~ Oy\'7""Tla ng von
Loa d q-;-:;:
1].
, on
:9"1~~:
co ...
o '"
o 0
It) CO
0) ~
CO CO
XCOf'.C"\j1O
g~~~g
~O'~O),'"
. CO '"" N f'.
:Ja.f'.X~CO
Zf-~<'O
_II) u.go
~<tiOCOa;>
UJ 0'..-
:J .~ 0 ..-
-'~a:""<~
<""::>~Q;c:
~~ie~E
~~~Li~
C) 0
I oS
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c.? .:J
UJ
::j f-
~
::>
z
ct
(/):E
illZ
o::~
::>- (/)
I-(/) W
Ow ...J
::>0 en
o::(/) ~
I-W
(/)0:: r--
W::> Z
~I- 0
~g i=
u.o:: 0
01- UJ
a.(/) (/)
o~
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z
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ct
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6C
OF
6
ROOF
SELECT EDGE BEAM TABLE J.1.1 A"" 0 1 OR TABLE J.1,2
SEE SL4.B DETAILS
FOR FOOTINGS
.'
SOUD ROOF
,n,",
WINDOW FRA.~,NG CAN ATTACH
DIRECTlY TO "EADER
:I:
"
- '---
TYPiCAl GlASS ROOM WITH SOLID ROOF. TYP!CAl FRONT VIEW FRAMiNG
. (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1'xZ' PLATE TO BOTTOM OF WALL BEAI.,1)
GLASS WiNDOW iNSTAlLED PER ~_~
MANUFACTURERS SPECIFICATIONS
CONVENTIONAL FAAMING OR AlUMINUM
COVER SYSTE.~ SHEETING SOTH SIDES
ANCHOR WITH ~ x 1/2' SHEET METAL
AlTERNATE CONNECTION AT
FASCIA AlLOWED
SEE SECTION 7 FOR DETAILS
AlUMINUM SHEETiNG OR VINYL
LOAD WIDTH
FOR ROOF BEAMS _________
f- LW -~ c::::.
SOUD ROOF ____ :'- P'2 -- P'2 -
--.. -~ =~
SIZE SE.4..M AND UPRIGHTS
. "tOR TABLES
-- I1U'
~I
L-
EXISTIN:;
STRUCTURE
GLASS ROOM WALL SECTION
P = PROJECTION FROM 8LClG.
LW = LOAD WIDTH
I..-~
I ,v,...~IES ~
/~ ?VARIES-~
SOliD COVER
! ~ EDGESEA'"
MINIMUM 2' x 2' x 0.OJ2' t=== ~
<'Y''''''' ~ ~:....""" w'"'" ~+I ~
! EDGE SEAM SPANI ~
SHEETING MINIMUM ONE S,DE ~ ~ROUGH OPENING' I ~
~ IIW1T1-l NO HEADERI! 'Z' x 2' . ~
pi II III __" VARIES
TYPICAL SCREEN I GLASS ROOM
SlAB 3-1/2' MiNIMUM
(SEE DETAilS)
NOTES:A.',CHOR l' X 2' OPEN BACK EXTRUSION WITH 114'>:2.114' CONCRETE
FASTENER MAXIMUM OF 2'-0' ON CENTER AND WITHIN 6' OF UPRIGHT
ANCHOR l' X 2' TO WALL WITH 2-1/2' #10 SHEET METAl SCREWS WITH
WASHERS 2'0{)' ON CENTER. ANCHOR BEAM AND UPRIGHTS INTERNALLY
OR WTH ANCHOR CLIPS AND #10 SCREWS A....D WASHERS.
MINIMUM SLAB THICKNESS FOR SLAB ON GRADE IS 3-1/2' CONCRETE.
SELECT FRONT WAlL SEA'" FROM TABLE USiNG LARGER LOAD WIDTH
VAlUE OF P/2 OR P/2 + O.H.
'P' IS CLEAR DISTANCE FROM HOST STRUCT\JRE TO FRONT WAlL SEAM.
REMOVE VINYl WINDOWS WHEN WIND SPEEDS ARE PREDICTED TO SE
75 M.P.H. OR GREATER.
~"" SPANS PER TABLES
./ ! ~ SOLID ROOF
, ""~STRUCTURALORPAN
"" , ,~ :i ill """'., =
"~' I ~
'H' * ~~~ 'A' ~J
" /"
ii' :
II ~
:1
~It: ,!
>~~~~"" ~J,
~"?I.- ~ '"..", .
",s "'" ----~ '
~'-~
'.'
/.........../
,,"~
. ~
~
;>
/'
-""
* . UPRIGHT HEIGHTS
TYPICAL FLAT ROOF ENCLOSURE
TYPICAL ELEVATION GLASS ROOM WALL
~
"'"
PANELSPA.N ~c ,
'A' . ~
SE/ETABLES", "~~,'i,
.!
"
"
I ~/'-<, A/"gP .1.1
'ff/::>#'.
~~,...< 'i',&
"-...........-<;,. .' "'.' ~ '.'
" ~ ~. ,",pr'
<' '""",: 'I!' i:
..........."'''',~.i ,~.!. '~.
........... ~ """'", I" ./"
V. ,! ..' ./"
~/~s "'. ,'" ."-~'"
~, ,_~J"; '\J ~ -
.~~ '.../
'H'
TYPICAL GABLE ROOF ENCLOSURE
y
","1'~"""
n'->';
II -~x
f i ~
2~ x 2~ PATIO EXTRUSION
y
"'" ,. -/- "-r
A = 0.65 in.2
'NT = 0.78 P.L.F.
Ix = 0,64 in~
Sx = 0.43 in. J
606J - T6
,~
f 0,050'
,
~
-" X
~
,
->.;
2" X 3" X 0.050" PATIO EXTRUSION
NOTE: OTHER POSSIBLE EXTRUSION SECTIONS
NOT SHOWN SEE ENGiNEERING MANUAL
,,-loGe eN'
50' MAX.
2" . 6' S.M.B. HEADER
(1
. l~
I Nl~
J.J I~
;-
T" !::I
il t- "lW -1
I: 'FCR MAX;
I: :UPRIGHTI
~il,iLENGTHi, ,'x2"
VARIES NO MAX. (ELEV. SLAB OR ON GRADE)
IUl . 1/2" @24' OC. (3 PER PANEl)
Al TERNA TlVE BEAM SUPPORT
RECEMNG CHANNELS IUl X 112"
TO STVO SIUl . 112" TO BEAM
e eN' ________ 1Ul. 112" (3 PER PA....EL)
,,-loG .----
!,:?- _ _, _~ 2. RIDGE BEAM
L ~-~--
. _ _ J' ~OQ - - - _ _
-'-"'~€L --.,~.
~~
II ~J
,I ~ BEAM SUPPORT 11:8
I I '--- STVOS TYPICAL : i?
I K "I "I "I~
n ,NI_1 .Nl~
LUV-U- . ;-
FRAMING DETAILS
THE STRUCTVRAL ADDITIONS AS SHOWN iN THiS ENGiNEERING PACKAGE AF.E. DESIGNED TO BE MARRIED TO A MANUFACTVRED
HOME STRUCTVRE. THE PIER SUPPORT SYSTEM FOR THE MANUFACTVRED HOME UNIT AS REFERENCED BY THE OMY
RULE 1 5C-2,OO72 AND THE NA TJONAL MAWF ACTVRED HOUSiNG CONSTRUCTION ANO SAFETY ST ANOARDS ACT 3280.J06 IS
ADEQUATE TO HANDLE THE ADDITIONAL STRUcTVRAI. LOAD TRANSMiTTED TO THE MANUFACTVRED HOME STRUCTVRE BY
THE STRUCTVRAL ADDITION.
THE PAN SPANS SHO\'iN ARE CALCULATED ON THE WORST CASE LOAD OF 120 MPH WINO UPllFT OR 20., sa. FT. LIVE LOAD
MUL TIPl Y NUMBER OF SCREWS OR N<CHORS BY COWERS ION FOR DIFFERENT WINO LOADS
ALL n.CHNICAL ASSIST ANeE MA TE1UA.'.5 ~.U
PROVIDED '~IS', AND ROYAL AlwMINVM
DISCLAIMS All 'Ill AAAANTiES. E.X~REs.sED OR
lMPUEO INCLUDING llUT NOT LIMln.D TO, ALL
w~TlES OF MERCHANH.blLlTY OR fiTNESS
fOil ^ PAIlTlCULM PURPOSE. ROY,A,L ^L:J.MtN~M
DOES NOT wAIlUNT Tl-LA,T ANY rRODUCT W,LL
CO"'tLY WlTli STATE OR LOOL tU!l.DING CODES,
c1JS'1'OMW .'J\.E SOLEL Y !\.F.5PON~I&LE POR
UlSUklNG COMPLw-ICE WITH ,'-.NY AND ,A,LL
GOvt.'-NM!NT AL REGULA nONS.
CJ. I ~ \'x'Z'xOO44'
~ /'
2' x 'Z' x 0.044'
CONVERSION DETAIL 1
THE DESIGNS AND SPANS SHOWN ON THESE DRAWINGS ARE
BASED ON THE LOAD REQUIREMENTS FOR THE FOLLOWING
CODES:
1) STANDARD BUILDING CODE '997. CHAPTER 16
INCLUDiNG SSTD 1(}'96
2) BOCA 'NATIONAl BUILDING CODE 1996
J) TEXAS DEPARTMENT OF INSURANCE WINDSTORM
RESISTA....T CONSTRUCTION '998
" .2.125' x,' x 0.040'
RECEIVING CHANNEL EACH
SIDE
/- 2 125' -~Ir ATTACH CHA'<NELS TO
EXISTING 2' x 2' POST
C:J J rn","G?'''O~'
, UPRIGHT
~
_ WINDOW FRAME
CONVERSION DETAIL 2
OPTIONAL
SCREEN ROOM TO GLASS ROOM
CONVERSION DETA1LS
NOTE:
WIND LOAD CONVERSION:
SPANS AND HEIGHTS FROM TABLES ARE BASED ON A 120 M.P,H
WIND LOAD. TO CONVERT TO A 140 M.P.H, WIND LOAD MULiIPJ;;
SPANS AND HEIGHTS BY 0.85 "
JOB NAME:
ADDRESS:
DRAWiNG FOR ONE PERMIT ONLY
<0 C;;
o 0
~ CD
0) ~
<0 <0
X <0 r---C\l I()
g~~~g
1 o'c:he ' ..t-
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:......-...- -~-~-
L", -,~~.~
(2) #10 x '" SKEET METAl.. SCREW '_--..--: 31~,iTI
INTO SCREW SLOTS 1+- '11
ANCHOR '" x 2" Pu\TE TO CONCRETE 1 'y.-L'
WITH 1/4" x 2.\12" CONCRETE l....JI
ANCHORS WITHIN 6" OF EACH SIDE '
OF EACH POST AND 24" O,C. MAX. ~VT
IUi 1.,.-
I. ,1,-
-2- :: .. : ~""7-
MIN. 3-\12" SLAB 2500 PSI CONC. \'.Ii ': , '~ J
6x6.10x\0 W.w.M. OR FIBER MESH "-.:~
VAPOR BARRIER UNDER CONCRETE
BEAMMEADER
AL TERNA TE CONNECTION DETAIL
2" x 2" x 0.063" ANGLE CONNECT
UPRIGHT @ BEAMIHEADER AND
CHAIR RAIL
\" x 2" EXTRUSION
\.1i8" MIN. IN CONCRETE
HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL
2" x 2" OR 2" x 3" OR 2" 5MB POST
~
I
~
i
/
~~ HEADERBEA!-A
(4) #10 X \12" S.M.S. EACH SIDE
OF POST
, 0 0
I 0 0 I~________
L~
rVf
Jp-=il'
, _ I I i_ r-
~s'
MIN. 3-\12" SLAB 2500 PSI CONC. '~r" ' '. . ~ ~
6x6-10x10W.w.M.ORFIBERMESH ~ .
VAPOR BARRIER UNDER CONCRETE
ANCHOR '" x 2" PLATE TO CONCRETE
WITH 1/4" X 2.112" CONCRETE
ANCHORS WITHIN 6" OF EACH SIDE
OF EACH POST AT 24" O.C. MAX.
OR THROUGH ANGLE AT 24" O,C. MAX.
H-BAR OR GUSSET PLATE
2' x 2" x 1/\6" ANGLE EACH SIDE
ATTACH TO POST AND CONCRETE
AT LOAD BEARING WALL WITH
(2) #'0 X \/2' S.M.S. EACH SIDE
l' x 2" EXTRUSION
\.\/8" MIN. IN CONCRETE
SELF-MATING POST TO BASE ANe SELF-MATING POST TO
BEAM DETAIL
EDGE BEAM
~~
~r~. I,
I ___----
0)-U ~
----1'
~t=-+
~.ol ~
-LJ~ .
~
--~~
.'.~
I d
\" x 2" OPEN BACK
ATTACHED TO FRONT POST WITH
#10 x 2" S.M.S. MAX, 6" FROM
EACH PURLlN AND 24" O,C.
FRONT WALL PURLlN
TYPICAL CORNER DETAIL
SIDE WALL HEADER ATTACHED TO
1" x 2" OPEN BACK WITH MIN.
(Z)#10 x \.\12' S.M.S.
SiDE WALL PURLlNS ATTACHED TO
1" x Z" OPEN BACK WITH MIN.
(Z) #\0 x \,112' S.M.S. IN
SCREW BOSSES
FRONT AND SIDE BOTTOM RAILS
ATTACHED TO CONCRETE WITH
1/4' x 2.1/4" MASONRY QUICK SET
AT 6' FROM EACH POST AND 24'
ON CENTER MAX. AND WALLS A
MIN. \" FROM EDGE OF CONCRETE
COMPOSITE ,qOOF PANELS: f - 1 f
(4) 1/4" X 4" LAG BOLTS WITH ' - i_RISER PANELS:
WITH \.\/4" FENDER WASHERS ~ (3) 118 x 112 S M S PER 12 PANEL
[~~1~1l~~g~LS~N~E I ~ rtJI {+ . . . "
2" x Z' OR 2" x 3" HOLLOW ' I . "'-- HEADER ATTACHED TO POST
SEE SPAN TABLE HEADER . WITH MIN. (2) #\0 x 1.112' S.MS.
CHAIR RAIL AND KICK PLATE ~
2" x 2" HOLLOW RAIL ' .,~ IN SCREI'V BOSSES
+ ~ 2"x2" 2"x3"OR3"x2" HOlLOW
POST ATTACH EO TO BOTTOM + SEE SPAN TABLES
WITH MIN. (2) #10 x 1.\12' S M S I
IN SCREW BOSSES ' - - FOR SNAP EXTRUSIONS CHAIR
A RAIL ATTACHED TO POST WITH
EXISTING SlAB MAY BE USED IF ~"""":rM M,N. (2) #10 X \-112" S M S.IN
,N GOOD CONDITION AND APPROVED i' ~I SCREW BOSSES
BY THE BUILDING OFFICIAL, I . " .
(I)HILT1\/2"x3-\I2"KBII- _~ - - -~ 1 x2 OPEN BACK BOTTOM RAIL
BOLTS APPROVED FOR 665# ~ "
UPLIFT WITH STD. PLATED CUT '.". . ". \/4 X 2.114' MASONRY A.'1CHOR
STEEL WASHER . @ 6" FR(lI-J EACH POST A.'1D
"' 24" O.C. ~-IAX.
\') 3/B" eOL T FDR:)" PO~T
(2) 3/8' BOLTS FOR 3. x 4" POST
TYPICAL UPRIGHT DETAIL
1,112. X '.'12" X 0.080' ANGLE
EACH SIDE OF CONNECTING
3EA.\A WITrl SCREWS AS SHOWN
'-<---
w
~
al
~
ffi PRIMARY BEAM
0.. SEE TABLE 3. \.\
:I:
E:
w
o
~
@
@
@
@
@
@
CARRIER 3EAM
SEE TABLE 3. \.2
MINiMUM #8 S.M.S. x 3/4" LONG
NUMBER REQUiREO EQUAL TO
BEAM DEPTH IN INCHES
NOTE: EXTRUSIONS Wfrn INTERNAL SCREv\' BOSSES
MAY BE CONNECTED \'VlTH (Z) #\0 X \.112"
I:-4TERNALL Y
CARRIER BEAM TO BEAM CONNECTION
ALL TECHNICAL I\SSIST ANeE MATERIALS ~,l'-E
PROVIDED 'M-IS", AND ROYAL Al.UMINUM
DISCLAIMS ALL WARRANTIES. EXPRESSED OR
lMPUED. INCLUDING BUT NOT UMlTED TO. ALL
WAARANTlES OF MUCHA."lTAJllUTY OR FI1NESS
FOR A PARTICULAR H!RPOSE. "OYAL AL\.JMINUM
DOES NOT WMMNT THAT ANY PRODUCT WILL
COMPLY WITH snn OJl. LOCAL BUILDING CODES
CurrOMUS ME SOLH Y RESPONSIBLE FOR
ENSURINC COMPlIN-lC! WITH ANY AND ALL
GOVUNM.V-l1' AL HOULA TIONS.
~ f
PAN ROOF OR WOOD BEAM
co n
o 0
o <:0
~ .
CO ro
X COt--CIj 111
g~~~g
:lO'o,,s...t
. CO CIj t--
:J1l..~x~~
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J: ......
cri ,:j
::i ~
~ ~ (4) #10 x 112" S.M.S. EACH SIDE
1 c.L ~ ~ OF POST
\ X 2 DR 2 x 2 ALUMINUM ------' _~/.r 4=-=-==--
TDP \ x 2 OR 2 X 2 ATTACHED TD ".
POST WITH 1" x '" x 2" X "16" x 0,045" ..L..A I
A.'1GLE CLIPS EACH SIDE OF POST r
WIT11 MIN. (4) #\0 X \12" S.M.S. ~
+ 11. ',/ Cj ~0.~if g1 ~~~~~~\O POST
CHAIR RAIL AND KICK Pu\TE l WITH MiN, (4) #10 S.M.S.
2' x 2" 0044" HOLLOW RAIL t=~
ANCHOR \ X 2 P\.ATE TO CONCRE~E ! L -,--- 1 x 2 OR 2 x 2 ATTACHED TO
WITH "4' X 2.\12" CONCRETE / BOTTOM WI'" X 1" x 2" x "'6'
ANCHORS WITHIN 6" OF EACH SIDE ,..-t1 r-r / 0.045" ANGLE CUPS EACH SIDE
OF EACH POST AT 24' O.C.MAX. 1 ' II I AND MIN. (4)#1Qx 112"S.M.S.
OR THROUGH ANGLE AT 24" O,C. MAX. l;=> =;j; /
< _ _.1 I!~ r 1'x2'xQ,044'OPENBACKEXT.
-2-8 =-r-'J. I~~ \.1/8" MIN. IN CONCRETE
MIN. 3-112" SlAB 2500 PSI CONC. ~~ .. ,~
6x6-1Ox10 W.w.M, OR FIBER MESH ~- _~ - /
VA.PO~ BARRIE-=! UNOER CwNCRETE -
SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL
NON-LOAD BEARING WALLS
A.'l/GLE OR RECENiNG CHANNEL
J-~I~I~
~ @
PRIMARY BEAM ffi @
SEE TABLE 3.1.\ 0. @
I ~ @
o @
MINIMUM #8 S.MS. x 3/4" LONG
NUMBER REQUIRED EQUAL TO
BEAM DEPTH iN INCHES
NOTE: EXTRUSIONS WITH INTERNAL SCREW BOSSES
MAY BE CONNECTED WITH (2) #10 x '.112"
INTERNALLY
CARRIER BEAM TO WALL CONNECTION
BEAM TO WALL CONNECTIO~
(2) 2" X 2' X 0.060" EXTERNALLY MOUNTED ANGLES ATTACHED TO WOOD WALL WITH MINIMUM
(2) 3/8' x 2" LAG SCREv\'S PER SIDE OR (2) 1/4" X 2.\14' ANCHORS TO CONCRETE OR MASONRY
WALL ADO (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH lARGER THAN 3'
(AL TERNA TEl
(1) \.3/4" X \.3/4' X \.3/4" x 1/8" INTERNAL U-CLiP ATTACHED TO WOOD WALL WITH MIN. (3) 3/8' x 2"
LAG SCREWS PER SIDE OR (3) \/4' x 2.114' A.'1CHORS TO CONCRETE OR MASONRY WALL ADD
(1) ANCHOR PER SIDE FOR EACH INCH OF CANTILEVERED BEAM DEPTH LARGER THAN 3"
....J
~
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Oz
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,......--~-----_..-._--------~-
-(J ~.--
~
- U-CHANSEL
<>
" ~Vl' ' .----
......../ i '''''-
~ IN: -.:,','-----
'-' '
",( I )
~.~->
.. ""-,/ ~~
POST IN CONCRETE 114 BAR 12' LONG
POURED CONCRETE REFE.q TO TABLE 4
INTERNAL OR EXTERNAL RECEIVING CHANNEL
ISOLATED FOOTING
J~vr_
INTERNAL OR EXTERNAL ANGLE CLIPS
3" . 3" POST TUR..... BOLTED
TO ANCHOR RiSER
2.314'.2-314'.2.112' LONG
118' TUBING
WELDED CONNECTION
FASTEN PER TABLE 6
12'.12'.1/4' ptATE
3-112' CONCRETE SLAB
BASE ANCHOR CONNECTOR
FOR POST TO SLAB CONNECTION
AlUMINUM TUBE COLUMN'
k~;=
~ m' ~
.,..
EXTRUDED AlUMINUM BASE OR
BREAl< FORMED U-GLlP
,
...
N
CONCRETE SLAB OR FOOTiNG
..,.--
CONCRETE A."ICHORS PER SCHEDULE
~ at
1"1 q d".l d
~
TUBE COLUMN BASE SCHE~ATIC
INTERNAL BASE
NOTE: ATTACHMENT DETAILS SHOWN REQUIRE DIAGONAL
BRACING FOR FREE-STANDING COVER
2'-{)' MIN.
BEFORE SLOPE
/
7"
3-112'
~C__ _. _.0'.- I - - - - - -.
-- - - -', - - -- - - -- -- '. "-.
" ,." - - - - -" ,- - ,- ,--- - - -- - - - -
- - -, --, '- - - - - - - - - -
-- ,--,------
-"- ---------
- - - - - - - - - -
TYPE I
FLAT SLOPE 1 NO FOOTING
0.2'/12"
,1-"
r = THICKNESS OR REQUIRED POST
'V TOP OF GRADE
y . 3' POST PER TABLE
80 lb. 2500 psi CONCRETE PRE-MIX
318' x 3- 1 12' BOL T
OPTIONAL CONCRETE CAP BLOCK
OR BRICK
(1) #4 BAR AT CORNERS AND 10'-{)'
ON CENTER FILL CELLS A....O K....OCK OUT
BLOCK TOP COURSE WITH 3000 PSI
PEA ROCK CONCRETE
RIBBON FOOTING OR MONOLiTHIC
IF MONOllllilC SLAB IS USED SEE NOTES
OF DETAILS BELOW
-~------.-
~~
-
!
A."ICHOR AlUMINUM FRAME TO WALL
OR SLAB WITH 114' x 2.112' MASONRY
ANCHOR WITHIN 6' OF POST AND 24'
ON CENTER MAXIMUM
- (' l #4 BAR CONTiNUOUS
8'.6'.16' BLOCK WALL (MAX. 32')
3' x 3' BASE
PORCH POST CONNECT!ON
ALUM!NUM CONVENTIONAL CONSTRUCTION
~
:::!i
,
N
..,
(1) #50 BAR OR (2) 1140 BARS
MIN, 2.1/2' COVER
KNEE WALL FOOTING FOR SCREENED ENCLOSURES
-" 12' '"
D---
I, -r-.----.---.
~. : . .
3' .
=
~
i :1 a
- ,I [3
3 .~
nn~
~ '1 '= ~
uU
-~-rjn
r-l"''! -: I
".... .
>
I
i
to
'"
",
.......
2' . 2' . 0.063' A....GLES
CORROSION RESISTlVE STEEL
TKRU BOLT PER SCHEDULE
~
"',
~
RAJSED PATtO FOOTING
,:]~
(2) 2" . 2" . '\' ANGLE OR (1) U-CHANNEl . '\'
. ,
~
,6'
i
I
.",
/1{:~?
:::--:i=:-=:::=:r~--
~
I'- 8' -,I'
/- 8' ..7"
TYPEII
MODERATE SLOPE FOOTING
2'/12' - 1'.10'
TYPEIII
STEEP SLOPE FOOTING
> ".10'
NOTES', " NO FOOTING REOUIRED EXCEPT 'M'EN ADDRESSING EROSION EXCEPT FOR EXISTING
SlAB WITl-IOUT REINfORCEMENT. THEN TRIBUTARY ROOF AREA UMITED BY TABLE 2,4
2. MONOUT1-lIC SlABS OR FOOTINGS SHALL BE MIN. 2.5Q0 PSI CONCRETE WIlli 6.6-10"0
WELDED WIRE MESH OR FIBER MESH MAY BE uSED IN LIEU OF MESH.
3. IF LOCAL BUILDING CODES REOUIRES A MINIMUM FOOTING USE TYPE II FOOTING OR
FOOTING SECTION REQUIRED BY LOCAl CODE. LOCAl CODE GOVERNS,
SLAB DETAILS ADDRESSING EROSION
u
O.
~ .:
'... =
,I'-- 8'-':'
n 0
li'iit. ~
Q rli~I" /
31 i
1'L' ..
.. .('
'.. ..
PAD FOOTING
AlUMINUM STRUCTURE fOOTING
2500 PSI CONCRETE WITH (') #5 BAR CONT,
MiNiMUM 2.1/2' OFF GROUND
RIBBON FOOTING TYPE I
fuJ
-'<
~. . ,
.\ .' . . ,
.. <0
'., ~.. ~
I
,I'- 12" ---,I'
AlUMINUM STRUCTURE FOOTING
2500 PSI CONCRETE WITH (2) #5 OR (3) #3 BAR CONT.
MiNIMUM 2.112" OFF GROUND
RIBBON FOOTING TYPE II
AlUMINUM ATTACHMENT
3-112' CONCRETE SLAB 6.6.10.10 WELDED
WIRE MESH OR FIBER MESH CONCRETE
VISQUENE VAPOR BARRIER UNDER SlABS
HAVING STRUCTURES ABOVE
WELL COMPACTEO CLEAN FILL OVER S.~CRIFICED
MTURAL SOIL 90% RELATIVE DE~SI1Y
CONCRETE FILLED BLOCK STEM WALL
8' x 8' x 16' CNU.
8' x '2' CONCRETE FOOTiNG WITH (1) #5 CONTiNUOUS
LOCATE ON UNDISTURBED NATURAL SOIL
(1) #S VERTICAL BAR AT CORNERS AND 10'-{)' O.C.
GAlV. METAl STRAP (14 GA. X,")
8'.8'.16' CONCRETE BLOCK
8' X 24'.24' POURED CONCRETE PAD
(2) #5 BARS (18' LONG) EACH WAY
CONCRETE POURED CELLS WITH #5 BAR
(SAKRETE READY MIX wi GRAVEL)
All TECIiNICAL A-SSlliT"'NCE 1..v,:U,:~I^< '0';.
PROVIDED 'A$,JS'. AND ROY.!\L AI.~',~r"il:,1
DISCLAIMS All WARRANTIES, EXPF.ES,W OR
tMPUW, INCLUDING BUT NOT L:MITED TO, ALL
WMJl.ANTlU OF MERCHANTA,aiLlTY OR flT:".E.SS
FOR A PMTlCUL"1', ~URPC>$E. ROYAL ALUMNUM
DOES NOT WARRANT THAT ANY !'RODUCT ':nLl
COMPLY WITH STATE OR LOCA'- HIlLUINC CODES.
CUSTOMEItS ARE SOUL Y RES,'O:--lSISLE FOR
ENSlJP.rNG COMPLIANCE WITH ANY AND All
GOVU.NMI!.NTAL HGUtAT1(JNS,
to M
o 0
S5 CD
ell ~
to to
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Table 3.1.1:
Allowable Beam Spans. Hollow Extrusions for Screen
and I or Viny I (Open] Rooms with Solid Roofs
Aluminum Alloy 6063 T~
102 MPH
110 MPH
Wind Zone
120 MPH
Applied I.oad
20 III sq.rlII!TT~Ft
amp e:
For 2".2". 0,044" Extrusion beam span is d,stance between cprlghtS, to enter table roof panel pro;ectlon
of 14'-0" find load width,
I.,W, = 14'12 + 2' OH = 9' E 'ier :able on left under load wldL~ Load Width = 9'-0", Read span under
a ppropriate load:
U.<3 Load @ 17 III Sq,Ft /102 M,PH Load 3eam Span = r---5'-6"
Note:
Glass Rooms: TM add,tlon of alum,num frame windows ""Ih glass panes that are des'gned to 110 MP,H,
WIM load reqUIrements 10 the above upright Sizes increases the strength so Ihal addit,onal framing's nol
reqUired, Tables assume extruSion oriented wIth ionger extrusion dimenSion parallel to app~;ed ioad
All TECHNICAL ASSISTANCE MATERIAlS ,A.lOE
PROVIDED "A>lS". AND ROYAL ALUMiNUM
DISCLAIMS ALL WAll.UNTIES, EXPRES5ED OR
lMPUfD, lNCLlIDING BlIT NOT LIMITED TO, ALL
WMP-ANTIES Of MERCHANTAlIlLlTY OR FITNESS
fOR A PAI\T1CULAA PLiRJ>OSE. ROYAL ALUMINUM
DOES NQ'r WAARANT THAT ANY PRODUCT Will
COMPLY WITH STATE OR LOCAL hl'lLDlNG CODES
CIJSTOMfl\5 All.E SOUL Y RESPONSIBLE FOR
ENSURINO COMPlWKE WITH M"Y AND All
GOvtANMfNT At REG liLA nONS.
Table 3.1.2:
Allowable Beam Spans. Hollow Extrusions for Screen
and lor Viny I (Open] Rooms with Solid Roofs
Aluminum Alloy 6063 T ~
Wind Zone
102 MPH I 110 MPH I 120 M PH I 125 MPH 14~~
Applied Load
1TTTsq.-Ft I 20 # I sq. rt I 2J # I sq. r~ I 26 # I Sq. F~ J2 # I Sq. ft
Loaa VV,dth 3' X 2' X 0,050'
0' 7J'"-~ tH> I ~..,. T-T e.1U
6' ~'-( /. I I r-4" S-n' o -J
{"-II ,..;' I 0.10" ' 0-5" ~-~'
. .,.-.~' o.lu 1 6'-5" -~ ,-,'
~' I"UJ" e-' I ' 6'-<J~ -,:-s" ,.1"'
1U' 0'-8- 0'-\ I 5'-9~ 5'-4" 4'.IU"
11 0'-4 5'. " I ,-~' 5'." 4-,
12' 0'.1 I 5'-, r 5"-3~ 4'=TI" 4'.~
Load VV,ath 3" X 2' . 0,070'
, 10'-' 9''';' ' 8',8' 8'-2" '-'-4'"
b 9"-3" ~.., , .,," !".<)"' e-,,"
8'./ (.II 7-4' '6"=11' o .J"
.' 1"-11 j..; 6'.11' 0'.<)' ,-IU"
9' 1"-fJ 0'.11 ' 6'-fJ' 0'-'- ,-0"
10 {".2 0'., 6'.Z' . '5'="9' 5.J"
11 Ij'-HT 0'-'>' 5'-10' 'S:O I 4-11
- .. ---,.-.,.---- r-~~ ~ 5'-~ --s:3"
'- ',.)-..J , 4-~'
--Coad WIdth 2' X .l' . O,O;\;
o' 1'-' I 1\)'-J 9'-/" 8'-11 ~-I
5' 1~2" I ~4 ~'-9' 8'-2" , -,
~'-y I ~-o ~'-1' 7-7 o-IU"
.' ~'-~" I ~- I { .{" 7.," 0-'
~. .'.J" I i-a" /.,' 6'-8" ci'UJ"
10' {.Hr I ,'-3"' 0-9' 6'-4" o -S"
2"X~' 6'.11 I Ij'-;' 6'-'- ,-0
12' 6., I o'-L' 5'.10" ,.3"
I.oad W,Oth ..
, 13"-9"' 12'-<:> "'.10" IU'-IJ'
. 1l'.{" -, 10'-9" 10'-Z" ~'-l
11'-1' 10"-'3 ' ~'. 9'-5- 8'-<:>
.' 1 Cl. 1 0" '0'-,,. 9'-4' 8'-9" / .",
~' 10'-3" g'.o I 8'.10" 8',3" 1"-0"'
10 9"-g- 8'.11' r 8'-4' {".'O" (.,'
11' 9'.3" 8'.., r T.'1 7-6- o-g"
12' 8'.10" 8'-. I I"'~' T.r 0-<:>
Note:
Glass Rooms: The addrtion of alumInum frame ""ncowS ...ft~ glass panes that are des'gned to 110 M,P,H,
WInd load -eqUlremenls 10 the above upright sizes Increases the strength so that addrtionallramlng ,$ not
required,
Table 3.1.3: Allowable Spans For CARRIER Beams in a Solid Roof, ENCLOSED Structures
102 MPH Wind Zone, Applied load = 29lb~sqft Aluminum Alloy 6063 T--6, Fb = 15,000 psi
Single Self-Mating Beams
co C;;
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Cl)llJ~
:5 0 o::l
(;)~;:5
odO::'"
....J::JZ
>-f-O
ZUf=
>~U
-f-UJ
ZCI)CI)
tJJ:2
0:::;)
UZ
rJ)~
::J
....J
~
.f-
W ~ ~
'... '"
0... ...J ~
:J'"
V)e')
:d"~i..
(J)u<~
C~5;!:g
CllJ>:"''''
(J)~~i~
(I)3:1:e!..~
.~~wCS
W Q 0 ~ e!..
(J)';;;:~~
" Cl: '" w u..
""""1J..It"",,J
C llJ .. W
(J)~~f-
L..~<%l
~~o.
i~ ~
1
4
OF
6
Table 3.2.1: Allowable Upright Heights Screen, Vinyl and Glass Rooms
Aluminum Alloy 6063 T-S
Table 3.2.2: Allowable Up-ight Heights Screen, Vinyl and Glas.s Rooms
Aluminum Alloy 6063 T-6
t X J X v.v'v CllCw l::X rUSlcn
w,ncl,-one
Lcad 110TM.....N. I 11V M. .n. I ,.:V M.....N. I ,., M..... . I '40 M.....N.
Width Appllea L.caa
~J. 13" l:lq. t-l. ':J ",:>q. 'L ,,5 II i:lq. rl. Z~IIISq.fl. 05 II iSq. fl.
10-1U "-J 14-4 l:r'l 12 -J
..: 10-1 14 -. 1 J-4 , 2'-7 11'-.1'
4~' I~ - I_ 'J 12'-0" -.. ,u -,
~:4 'J -~ ,,,-Q 11 -~ ~.
6v 'J -v 1';U 11'" lU'-o ~-o
~.. '" -0 -J lv" lU'., ~-U
I< ,U"U lv'" ~- ~-~
I~ -0 ,u-o ~-~ ~-J- ~-..
O~ ,,-v ,v-v ~.o ~'. 1 ~ -U
,v I'J-O ~.o ~ .1 ~-I ,-,
. X ~ X 0.000 CIICW l::xtrvs,cn
w ,na ,,'One
Lcad lVt ",.....N. I IV",. .n. I '':0 M. .N. I 1':0 M.....N. I 14V M. .N.
Width Appl,ea L.caa
H IJ':>q. 'L .J IJ l.oq. '\' .. lJ I:>q. -L .:~ "I:lq. rl. Jb " I:>q. -L
,. LU-~ 10' 11 -~ 10'.IU" lO-
ot ,~ -J -Q 10-0 10-f lJ -
~o 1/' '0-4 10-0 14.f IJ'
,~ '0 . '0-0 14-0 1 J'-~" 1':..0
<0" l!;.-. ,~ -(j '--U.,. ~ 1 J-U- ,:,0--
,. 'o-~ 'J' lJ- 1':'0- -.:
[ '" l~ -0 ,--.. lL ., .11 \U-~
c::=2 ~ ;0- 1': .1U 'L' -0 ,U'-:r
F:4 'J - ,. -~ I -0 11 -U ~., 1
9v 1 J -':" 11' , , -J 'v-o ',;-1
N 0 ~e S~
.: X.: x U.OJ2' HOllOW ~\rUSlon
Wind Zone
Load 102 M.t-'.H. I llU M.P.H. 12V, .N. j ,25 M.P.H. 140 M.t-'.
Width Applleo L.oad
1::1 ~ I:>q. n. 23 ~ l::sq. ~L '25 # iSq. Fl 29 # ISq. Fl 'J5#/Sq. 'L
35" ::I-1U d.ll 0-0 1.11 (-2'
42' ::1.1 d.j" 1 .~ 1-0 'cHf
4d" 8-.15" 1-;) , -J 0.11 Ij'-[
54" d-U 1'-4" o.:'J 0-0 5'-10"
bO 1,( 0-11 C ''0 0'': 5'-,
bo I -j 0-' o 'J s- ' 5'-j'
72 0.11 '0-4 O. i 1 I 0-'0 5-.
l(j o-d' 0" o.~ I 0.5" 4'-10
114 0-0 O'IU 0-0 'S-3" 4'-(f
90'" o-j 0-0 0--' 5--0" 4'-0
.: x 2' x 0.030' OIIOW ~trUSlOn
Wind Zone
Load 102 M.P.H. I 110 M.I"'.H. I 1':U VI.P.H. ,25 M.P.H. 1 140 MY.H_
Width Applied Load
_, , 1',; ~ ;:>q. ~t I ':J ~ I:>q. rL 20 # !::Sq. ~t 2::1 ;;/::sq. rt Jo # ;::sq.Tl
~ iu-j I ';-4 ~ -:1 c.J' (-0
-. -4~ -. .....--o~ 0" ~- -' o-:n---
. 8' -c -:
4ll' (j.1U ~ . , " f-,:" 0"."5"
54' '0-4 1.1 '-L. 0'';' s-r
bO' f- 1 I -J"' 0'. 0-0 "5"-9-
boo I -(" 0.11 0-0 5'.' 5-.{j'
II.' r.;!" 0'( c .~ 0.10" ~'-J"'
f/j' 0" , 0-4 O. ., ~-3" _ 0"
114 0-3 o. :;;-:: o-~" 4., ,
~U 0-0 ::l. 0-0 ::l.J"' 4-';
.: x 2' x 0.044- OllOW toXtruSlon
wino LOne
Load --mTM.P.H_ 110 M.'-.H. I l':U M.I"'.H. 125 M.I"'.H. I lJV M.P.H.
Width APp lea L.oaa
W #/::Sq. F-t lJ ~ I:>q. I-L 25 # iSq. Fl 29 # /Sq. Ft Jo # Isq. F-t
-30' 11.2' 1U-': g., g'., ~'-2."
4" 1U-4 ,;-::l ~. ,U c-~' "-0'
413- ;)-6 '0.10' c.J 1.1U"
~4' 9'-2" d-4 . IU -0 0--3'
oV' d-3 I.N 1 -0 T-o~ S-4-
-So C-j , -'0 I" o-~' o'-U'
-72" 1.11 r-~' o-~ o-~' ~-;)
76' I-I o. 0-0 !s-~" ~-o
~4' 1-4 0-6' O-J 0.11 0-4
::IV' 1- 0-0 0-1 O.~ ""5"-2'
l x l x tr055' 011 ow ExlIuSlon
Wino LOne
Load hOTMt-' .H. 1lU M."'.H. 120 M_P.H. 125 MY.H. 141.1 MY.H.
Width Applied Load
1::1 ~ /:>q. I-L ':J ~ l::lq. r 20 # I:>q. H ':::1 ~/:>q. F-t 30 # /::sq. .t
:lo' 1,:-j "1 IV-;' 9.11 ~-1
-42' 11 -4 1O-j' ~.., ~-"L' d-j
4<1' lV-I g"/" !;., d.( (":8'
54' ';-11 g., C-O C.l -j
-6v' a'.I5' d-I o. , -0 0-
-50 '';-0 '0-.: I -. T-4 5'-,
fl- 8'-8' (-iU' 1-0 !S-n 0":'J"
f/j' 0-4' 1-( /" o-!; o-U
tl4' {".1" I .J o.-,J 0-0' ::>-10
f----9o' {".g' f-V 0" !s-j"' o.r
Glass Rooms Tne addrtlOn of alvmlnum frame w.nocws w,th glass panes that are
des'g~ed to 110 MP,H, w,nd load requirements to the above upnght s,zes increases th.e
strength so that additio~al framing is not reqUIred.
Screen Splines 'On 3" s,de, extrvs,'On turned w,th 3" side parallel tc sole plate
USing screen panel w,dth 'W' (See typ,cal glass room drawing,). select upright height "W
requireo from the maxlmvm he'ght allowed for each extrus,on.
Example:
Screen panel width "W" = 60";
Maximum "H" fcr a 2" x 2" x 0.050- Hollow Exttus'on = ,3'-0"
Table 3.2.3:
Allowable Upright Heights Screen, Vinyl and Glass Rooms
Aluminum Alloy 6063 T-6
3" x 2" x 0.050" HOllow .oxtrus,on
Wind lone
L-,
Lcad
Width
Notes:
Glass Rooms' The addition of alum,num frame w,noows w,th glass panes that are
des'gned to 110 MP.H wind load reqUlfements to the a~ove upnght sizes increases the
strength so Ihal additional framing is nol required
Screen Splines on 3" s'de extrus,on turned with 3" s,de paraliel to sole plate
USing screen panel w,dlh 'W' (See tYPical glass room drawing) select upnght reqUlCed
from the maximum height allowed for each extrus'on
Example:
Screen panel Wldlh "W" = 60",
Max,mum "H" br a 2" x 2" x 0036" Hollow Extrus,on = 7'.,,"'
I
I ~~::
R~"
~
I 90
Notes
Glass Rooms The addit,on of aluminum frame wmdows w,th glass panes that are des'gned to " 0
1..1 P H w,nd load requorements 10 the above upnghl SiZes ,ncreases the strength so that acd,~onal
tramtf"1q 1'S not req\..II!ed
Usmg screen panel w,dlh 'VV' (See typ,cal glass room draWing ). select upnght requored from the
ma.xlmum neuJht allowed for each extrusIon
Soeen Splines on 3" s'de. extrus,OIl tumed Wlth J" s,de parallel 10 sole plate.
Load
Width
Table 9.3: Allowable Loads On Screws And Bolts
(As Recommended By Manufacrurersl
Self-Tapping and Machine Screws Allowable Loads TenSile
Strength 55,000 p,,;; Shear 24,000 p,,;
MetiT10Metal I
6OUbieI-PUilOut"
Screw Diameter Shear Ibs Shear'lIbs.' I Ibs.
I
Screw Diameter
~~~
~~
-~~
I / ~< .
Concrete Screws And Bolts in Concrete, Brick 0( C.M.U.
(Embedment Must ae a Minimum of 1.1/2" Thickness With 1-1/4" From Edge)
onere e ,00 onere e
Screw Diameter
AJuminum Rivets with AJuminum Mandrel"
Tension
Screw Diameter Ibs. Shear
1-1- TECHNICAL .'>SS15TANCE ~V.TEJl.IALS ^~J,
A .' "NO ROY AL ALl!MIl"1J)'
PROVIDED AS-15. '. "..rnr< EXPIU.SSED 01
DlSCUlMS ALL W A'A""" , . "-'.
PUED lNCLUDrNG BUT NOT LIMITED TO. At
1M MMNTffis OF ME'ACHANT A!ILI1"Y O!l. FlTNE.S
~I\ ^ I'AI\TICULAP. ~Ull.POSE_ ROY f.L ALUMfl,~Ul
NOT WAJJl,ANT THAT ANY p/WDUCi "'Il
~PlY WITH STATE Oil. LOCAL el'\L~ING COD~
E SOLEL Y HSl'ONSISLE FI.:
~~0~~~ C~PlIANCE '.;>-lTH A~'iY AND AI
GQV!.JU'Ml.."IT AL IlE G UtA T1ONS,
Aluminum Rivets with Aluminum Mandrel
Tension
Ibs.
Screw Diameter
Shear
<
. Screw goes through :wo s'des of memC>ef;
- All barrel lengths: Ce'u$ Industrial Quah~y Use rr:ant.lac1urers 9ri~ range to match totaj wal! tt.,.ckres$ of
connection. Use chart. To Seled screw U S rivet substJtutlon of anchor specJ('cat,ons in draWIngs
Table 2.4:
Footings. Maximum Roof Area for Carport Posts
Wind lone =
Applied Load =
Existing Slab on Grade
with unknown
reinforcement
lsolaled Footing
Dimensions"'.
,'.q- x "-0- x 1'-0-
1'-4" x 1'-4" . 1'-4"
1'-6" x 1'-6- x ,'-6"
1'-8" x 1'-8" x 2'-0-
1'-8" . 1'-8- x 2"-6"
2' -0" x 2' -0" . 2'-0"
2'-0" x 2'-0".2'-6-
2'-6- x 2'-6- x 2'-6-
2'-6" . 2'-6" x 3'-0-
'"Notes:
Isolated Footing 1$ a poured concrete rectangular sOI.d (lenglh x Width lC Depth)
SlaO on grade must be ne'N Of In good condF11on
Maximum Attributable Roof Area in Square Feet
30 2S 22 20 IS
59 5<l 43 38 31
77 'n 57 51 41
120 102 89 78 &4
150 127 ,,\ 98 Be
155 132 I IS i02 83
194 155 143 127 103
270 230 200 '77 144
324 2i6 240 212 172
Pre-Cast Block Footing
Pre..casl footIng b+OCk ( 16" to 16" x 4" ) at 24" oele'N graoe WIth 80" bag pre.m;)( concrete and backfilled
to race
DimenSions
\'-4" x 1'-4" x 2'-4"
c:> M
o 0
2 <0
0) r0:-
c:> c:>
XCOl'oo("ljID
g~~~g
20'd,0),..t
. c:>.....("Ij 1'00
;,a..~X~a;>
z.......,<'o
_(/) u..OO
f<rioga;>
w 0'..-
;, "0'"
~~..,.<~
..,.~ro:-Qz
~~~~S
~~~ri~
~ 0
::f e
cri .4
UJ
:;j ....
....J
<
:J
(/)2
~~
Oz
00
0::_ (/)
(/)(/) W
(/)W ....J
:50 en
O~ ~
od 0:: ("'")
....J:J 2
>- f- a
zU 1=
- :J
>0:: U
of- w
z(/) (/)
tjj~
0:: :J
uz
(/)-
~
:J
....J
<
,f.,
lL!~N
0... :5 N
<I)'"'
~"~ri~
Q)u<,1::
C:~5;!~
C:!!;!>=~::?
Q)~<-....
CCoo~~
...J:::ce_
. i!:l 5 u.J ~
W~o~e
<IlJ:><
Q)~",(l.<
uUJi!l::i'""
c: UJ .... UJ
Q)~~f-
L- ~ <I)
3:u.Jc;i
C'J~"i
~!/
i
5
OF
6
Table 3.2.1: Allowable Upright Heights Screen, Vinyl and Glass Rooms
Aluminum Alloy 6063 T-S
Table 3.2.2: Allowable Upright Heights Screen, Vinyl and Glass Rooms
Aluminum Alloy 6063 T-6
" . J . u.uou HOllOW C. rus'on
\..,na Lone
Load 10.1 M.P.H. I lu M,~, . I ,uM.P.M.l 1,S"M""YKT 140M.P.M.
Width ",ppl,ea Loaa
-.. .,-msq:-fL ,J II !:sq. ~I. I ib II I:>q. 'L i~ II/Sq. fL .il) III:>q. ~ L
10.1U l:>-U 14.4' 1;r.7 . -J'
.. '0" 14 -i 'J -. 1 i-/ TiT
.. 14., u.u ,[.:>- lF9- IU -,
04 I J'~ < -0 -~ 11'.1' ~ - I
.u lJ .u , .,u 11.2' w-o 3'-0
.. 1.1 -:> -u lU'., lu.T 3'-U-
. " 11- 1U - IU 10'-i' 3-0 ~'-O-
0 -0 'U-:> 3'-3" 3'.. ~'.4'
o. -u I U-U 3'-:>- 6'.n" ~'.O
~O' 1U-0 ~ '0 3'.1' 6'-7 , ,3'
. . 4 . U. U OU OIlOW E.trus,on
l'I,na <.one
Load 110Zl'lr."P.H. I 110 M.P.H. I l.u M. .H. I 1.0 M. . I 140" M.PK
Width Appllea Loaa
'" II I::>q. ... .J .. I:>q. fI_ ll) II l:sq. 'L Z~ /I !Sq. fL ';6/1 I:>q. ~L
';1)' ,u.~ IC' -':1' 10'.10' \ ,-I
4.1' I ~-J 1-0 11)., 1:>"7 1J. ,
40' , 0-' 1,-:> 14':7 I J.,
I . : ',"""1 : :> -0 "-lj I 13'-"9- " .4
-b~-"'- -10'1 14-0 !'IV 13-0 "-----rr.r--'
GG- ,,'-4 lJ' 13--" 1[-," -2-
72' ,. -0 U -4 1. ./ 11. lV-8-
76' ,. . Ii .1U ". -," '-0-.3-
64' 'u - Ii -4 I -0 -0" Y.ll"
90' 'u -. 1 - I -J lU'O" I -'-1
No,e
load
Width
L_
I 42"-I--~I-;j" - I -.....,.- ~ . ., / ;:0-- u. r '
0'1
I 4l:1" I 0'.10" O. 1'1 / .[' 0-0
~F I 04 1-' 1-, 0-3 0"
I I .11 ,.y 0-' 0'0 0-'
I /./ 0" ,. 0-<0 0"" 0-<0
7"/." T-3' 0-' o-i :>-10' I :>.J
10"' 0'., l' 0-4" 0.,1 ,-<:j' I . 0-
04 I o-<:l 0'1' 0-' 0-0 I 4.,
90. I:H, 0- 0-<0 o .J I 4"
l' xT X cr:U44 10110W uU"uSlon
VVlnaLOne
Load 10, M.P."R "0 M.P.H. 1iO M.....H. 1i5 MY.H. I 130 MY.H.
Width Appllea Loaa
1~#i::;q. Ft 23 # i::;q. 'l LI> II I:>q. ~l I L~ II l::sq. i-t. I JI> II l::sq. Ft.
-:ll> , '-L' lU.[ ;j'1 I ':1.1 I 0,[
~Z" I lU -4 '-0 0'; U I 0-0 I 1-<0
4<j" 3-ij 0-10' o -J f'lu I ,.,.
54" 9'.2- :f-4" 1 .iU /.y 0-<\
-S()"" 8'-8- , .10' 1 -0 (.Jj" 0-4
-156 8-J 1-0 /.1 o-ij' O-()
~L' {-II , -[" 0-' 0-0 0-':1
fO 1.1 o. 0-<0 0'[' :>-<0
84" 1-4 o.ij o'J 0.1' I 0-4
90 1.1 0'0 O. 0-':1 I :>'i
-Z- X Z' x cr:uo:> OIIOW I::.JltruSlon
l VVlno =ne
Load IfOTM:P.H. I 110 MY.t"'. 1<0 M."'.H. 125 MY.H. I 140 MY.H.
Width Appllea Loaa
19 # i::;q. f-t I Z3 # I::;q. ll> II !oq. ~l L~ II l::sq. f-l Jb # l::sq. ~l
Jo 1 [-.J 11. lu-:> ':1.11 0.11
42' 11-4 --,-0-:]' ~~ ~-[ o.J
4<\' lU- ,~7 ~. 0-/ .6
~4 3. , . ~-<o ~-1 .J
-SO I - 9"-<0 0-/ O. I~ o. I I
-56 I 9'-CT ' 8'-Z / ., 1-4 I 0'1
-71.' I 8'.a- 1.10. 1 '0 ". I o-J
I!l" 8'-4- 1./ 1.1 0,3 I 0--0-
04' (., , I.J' ".1u 0-<0 I :>-lu
---gO (.9"' ,.0' 0'/ 0'.3" :>.(
Giass Rooms The addrt,o~ of alum,~um frame Windows With glass panes that are
deSigned to' 10 M,P,H. WInd load reqUirements to tile above uppght s,zes increases the
strength so that additional framing 's not required
lSBg'S~ew~~elg.,;~i;lfW' (sW~"eS1 'giaWldlSf\j1cJ?a~n\1U ~~I J?r~Rllf,;(jilired
from tne maximum height allowed for eaCl1 extrus,on,
Us,ng soreen panel wioth 'W' (See typ.cal glass room draw.ng.). select upnght height "W
reqUIred from the maxImum he'ghl allowed for eacl1 extrus,on,
Example:
Screen panel wlJth '"W" = 60".
MaXimum '"W f,r a 2' x 2'" x 0050" Hollow Ex:rusion = 13'-0"
Table 3.2.3:
Allowable Upright Heights Screen, Vinyl and Glass Rooms
Aluminum Alloy 6063 T-6
3" x ," x 0.050" Hollow _xltuSlon
ne
3G"
42"
4 .
4
0'
6'
,
6'
64"
90"
Load
Width
102
Load
Width
36
42'
46
4'"
O'
6G
2
8
64'
o
Notes:
Glass Rooms The add,tIOn of alum,num frame Windows w,th glass panes that are
des'gned to 110 MPH w,nd load requirements to the above upnght s'zes Increases the
strength so that addlt,onal framing IS not reqUIred
Screen Spl,nes on 3" s'ce extrusion turned with 3" Side parallel to sole plate
USing screen panel w,dt.~W (See tYPical giass room draWing ). select upnght reqwe-:l
from the max,m'Jm he'gh\ al1o",ed for each extrusIon
Example:
Screen panel W1dlh "W" = 60",
Maximum '"H" br a 2" x Z' x 0036" Hollow Extruslo~ = 7'.""
Notes:
Glass Rooms The add,t,on of alum'~um frame windOW' WIth gla.s panes Ihat are deSIgned 10 1 to
fA P H Wind load reqUIrements 10 the above upnght "IeS ,ncreases the slrength so that add,lIonal
framing 1$ not reQuu'ed
Us,ng screen panel Width 'Y"I' (See iyp.cal glass room draw'ng ). select upright lequored from the
ma,Xlmum heIght allowed k)(. each extru$IOO
SCleen Spl.nes on 3" s,de extrus,on tumed w,lh 3" s,de parallel \0 sole plate
f-
W~
~ N
O--J-
~1;;
........15.:..
C:>U<~
C~~~:8
C"'~"''''
~~~i~
~:I:e_
. Ii:' 5 w CS
W~o~e.
~Q:;~~
"""lJ,Jc<")...."
C"'''w
Q)l~ ~ ...
L- :c
:: '" ci
ro~c.:
t,G
//~
r . "~~'~J
SEAL
SHEET
Table 9.3: Allowable Loads On Screws And Bolts
(As Recommended By Manufacrure,,;j
Screw Diameter
~ -~
Sere... Diameter Shear (Ibs,
,
Screw Diameter
-0/1
Concrete Scr....s And Bolts In Concrete. Brick or C.M.U.
(Embedm.nt Mus! Be a Minimum of '.1/2" Thickness Witl1 '.'/4" From Edge I
000# r.;;oncrete J,QO ncre e
Tension Tension
Screw Diam.ter Ibs. Shear Ibs Shear
n
V 1
" ,
Aluminum Rivets with Aluminum Mandrel"
Screw Diameter
Shear
Aluminum Rivets with Aluminum Mandrel
Tension
Screw Diamet.r Ibs. Shear
,
Screw goes tlYovgh I'NO S ,des of O'emoer5
- All barreJ lengths Celus Industnal a.,..;altty Use :i:anufact:.rers gr'p range to match total wall thlckr.ess of
connection. Use cr.ar1 To Select sc:ew U S r~ve; ~:..'OS\ltutIO'" of a~cho( speCIfications In draWIngs
ALL TECHNICAL ASSIST ANeE MATERIALS A1<E
PROVIDED "AS-IS", AND ROYAL ALUMINUM
DISCLAIMS ALL WAJI.J~ANTIES, EXPll..E.5SED OR
tMPUED. INCLVDINC auT NOT LIMITED TO. ALL
WAU.ANTIES OF MERCHANT~IUTY OR FITNESS
FOR A PARTICULAR PURPOSE, ROY.U ALUMINUM
DOES NOT WAlUI.ANT THAT ANY P~ODUCT WILL
COMPLY WITH STATE OR LOCAL &UILDING CODES.
C1J3TOMW ARE SOLEL Y RESPONS~LE FOR
ENSURING COMPUANU: Wn"H ANY AND ALL
GOvt:RNMl.NT AL REG ULA Tl0NS,
co c;:,
o 0
~ CD
(l) r:-
eo eo
><a)""~l()
g~g~g
O. dl (l) , ..t
. a)......~ r--.
a.~X~a;>
Zf-n<'o
....(/) u.OO
~<Liogeo
ill O...,l.
~ ,"0.....
~Ci:"'<...J<
"'="Q
?(55~58
~~~Li~
<.:l 0
J: S
~
::j
.J
w
f-
....J
~
::)
U)Z
::;E ~
O::;E
OZ
O:::~U)
U)U)u.J
U)u.J....J
:)000
~~~
0,:50:::('"")
....J::)Z
>-f-O
~~F=
>o:::()
Zt?~
lli::;E
0:::::)
UZ
U)~
::)
....J
~
5
OF
6
PAN ROOF ANCHORING DETAILS
r-'----
~/, I:-
IM / &-=--~~~
~ I -... ~_ -,--
<Il .1 .,~"-___~_1.1 I u1. IE
>c'~1 ~..
Nli \1, I ..:!!l" __
~'I ~;~~.~~_
". - - , ~ ---
=====' , ----
'---------- -
~ ~---
~-----
EXISTING TRUSS OR RAFTER
SEAlANT
HEADER (SEE NOTE BELOW)
IIa ~ 9/'6" S,MS. (3) PER PAN
AND (1) AT RISER
#10 ~ 1.\'2" S.M.S. (1) PER RAFTER
OR TRUSS TAIL
ROOF PA....EL
#10 ~ 314" S.M,S,,4,T '2' ON CENTER
IIa ~ 9/16" S,M.S. (3) PER PA....
AND (I) AT RISER
AL TERNA TE CONNECTION:
IIa ~ '.\14" SCREWS (3) PER PA.'< INTO
FASCIA THROUGH PAN BOXED ENO
EXISTING FASCIA
ROOF PANEL TO FASCIA DETAIL
HEADER (SEE NOTE BELOW)
IIa ~ 9/1 6" S,M,S. (3) PER PAN
AND (') PER RISER
FOR MASONRY USE 1/4" ~ '.1/4" TAP-CON
ANCHOR OR EQUAl AT 24" ON CENTER
FOR "000 V:;E #'0 ~ 1.1/2" S,~.s,
OR Wvl)D SCREV,rs AT '2" ON C;;:NTER
ROOF PA....EL
IIa ~ 9116" S,M,S. (3) PER PAN
AND (1) PER RISER
EXISTING HOST STRUCTURE:
WOOD FRAME, MASONRY OR OTHER.
CONSTRUCTION
ROOF PANEL TO WALL DETAIL
"'''"....~"....v "::3
......:JO~ltJ~~uO
<1; ~~/!:~~...<
j~~~1i:~t;l:j~
<...."-' "....:Jl <
;;:<iiJOO<ClI :9
'" "f'J Oc"
~ ...; ~ i ~ ~ g: = ~ ~ NOTES:
~~ :J:JO ;ti
O""f-o~"~' ";:: ,
~":!!!O~w<~ t:Z
z. f-ZZ~f-oC>-~O
<OZf-o ..... i=
~~~;;5:J~( ~tj;S
<" <\)~""f-o~iI\:!i'
"~i?:"~~~ :J~
~~:Jg~:J~~ ~8~~
r <~::l~il~ ~
I;)Cl~ l=~f-o~a!.1"
~ ~ ~ ~ ~ ~ ~ ~',' ~ ~ ~
"'O~Q.~"et!;;~..
~g;Cl:h::2Cl\.a~8
ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH IIa ~ '12'
LONG CORROSION RESISTANT SHEEt METAl SCREWS W\TH Il2" WASHERS.
All. SCREW HEADS SHALL BE CAUU<ED OR SHALL HAVE NEOPRENE GASKET
BETWEEN THE WASHER AND THE PAN.
PA.N RIBS SHALL RECEIVE (1) EACH 118 x \12" SCREW EACH. THE PANS MAY BE
ANCHORED THROUGH BOXED PAN WITH (3) EACH IIa ~ \" OF THE ABOVE SCREW
TYPES AND THE ABOVE SPECiFIED RIB SCREW,
~!_-."""'--'"
UJf-l.U-
~..-
~:!!!
0~\\~ -
\
\
r--
'" FASCIA (MINIMUM)
BREAK FORMED METAl
SAME THICKNESS AS PAN
(MINIMUM) ANCHOR TO
~ASCIA AND RIB OF PAN
AS SHOWN
IIa x 314" SCREWS @6"0.C.
r-- IIa x '12' SCREWS @ 6" O,C.
I
I
l
t
HEADER (SEE NOTE BELOW)
IIa ~ 9116" S,M,S. @ 8" OC.
ROOF PANEL
FOR MASONRY USE 1/4" X \.1!4" TAPCON
ANCHOR OR EQUAl @ 24' O,C.
FOR WooO USE #'0 ~ '.'12" S,M.S. OR
WOOD SCREWS @ '2: O.C.
EXISTING HOST STRUCTURE:
WOOD FRA'AE, MASONRY OR OTHER
CONSTRUCTION
ALTERNATE ROOF PANEL TO WALL DETAIL
NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH IIa X 112"
LONG CORROSION RESiSTANT SHEEt METAl SCREWS WITH 1/2" WASHERS.
All. SCREW HEADS SHALL BE CAULKED OR SHAlL HAVE NEOPRENE GASKET
BErwEEN THE WASHER A.~D THE PAN.
PAN RIBS SHALL RECEIVE (I) EACH 118 ~ 1/2" SCREW EACH, THE PANS MAY BE
ANCHORED THROUGH BOXED PAN WITH (3) EACH IIa ~ \" OF THE ABOVE SCREW
If PES AND THE ABOVE SPECIFIED RIB SCREW.
COMPOSITE ROOF ANCHORING DETAILS
EXISTING TRUSS OR RAFTER
118 ~ 91'6" 5MS SPACED AT
8" OC, BOTH SIDES
ROOF PANEL
#10 X '.\12" S.M.S. OR WOOD
WOOD SCREW (1) PER RAFTER
OR TRUSS TAIL
#'0 X 3/4' S.M.S. OR WOOD
SCREW SPACED ,4,T \2" OC.
IIa ~ 9/\ 6" SMS SPACED AT
8' O.C. BOTH SIDES
EXISTING FASCIA
ROOF PANEL TO FASCIA DETAiL
0:~
/~ - ~
0-~/' /--1-'-
/~ 14"""'"' u1 i:
~i ~~
~~
EXISTING HOST STRUCTURE
WOOD FRAME. MASONRY OR OTHER
CONSTRUCTION
118 ~ 9116" S.M.S, SPACED AT 8"
ON CENTER BOTH SIDES
FOR ~.ASONRY USE 1/4" X 1.IlI' T,.6J>CON
ANCHOR OR ;:QUAL AT ~4' UN ~(NT't:.f..'
FOR WOOD USE #'0 ~ \.\12" S,M,S. OR
WOOD SCREWS AT , 2" ON CENTER
ROOF PA....EL
118 ~ 91'6" S.M,S. SPACED AT 8"
ON CENTER BOTH SIDES
NOTES:
ROOF PANEL TO WALL DETAIL
WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA
FRAMiNG WHERE POSSIBLE ONLY \ 5% OF SCREWS CAN BE OUTSIDE THE TRUSS
BUTTS. SUB-FASCIA AND THOSE AREAS SHAlL HAVE DOUBLE ANCHORS.
AlL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINiMUM '.1/4" WASHERS
OR SHALL BE WASHER HEADED SCREWS.
HEADER INSIDE DIMENSION SHALL BE EQUAl TO PANEL DR PANS "1". THE WAlL
THICKNESS SHALL BE THE THICKNESS OF THE AlUMINUM PAN OR COMPOSITE
PANEL WAlL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST
STRUCTURE W1TH ANCHORS APPROPRIATE FOR THE MATERIAl. CONNECTED TO.
THE ANCHORS DET,4,ILED ABOVE ARE BASED ON A LOAD FROM '20 M.P.H. FOR
SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM
THE HOST STRUCTURE.
T'--- 6' - .' 10' r
118 ~ '12" AlL PURPOSE SCREW
@ '2" OC.
uJ
Cl: BREAKFORM FlASHING
:J
>- \
u
~
ex:
>-
<Il ,
>-
<Il
0
J:
/ I
I
,
FASTENING SCREW SHOULD BE A MIN. ----.J /
OF " BACK FROM THE EDGE OF FI-"'SHING /
3' COMPOSITE ROOF PANEL /
SEE SPAN TABLE
ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS
I. FlASHING TO BE INST AlLEO A MIN. 6" UNDER THE FIRST ROW OF SHINGLES
2. STANDARD COil FOR FLASHING IS '6" .0'9 MIL COIL
3. FIRST ROW OF NAILS WilL HAVE TO BE REMOVED TO INSTAlL FlASHING PROPERLY
4. FlASHING WILL BE INSTALLED UNDER THE FELT PAPER WHEN POSSIBLE
5 HEADER WILL BE PUTTY TAPED AND CAULKED EVEN THOUGH flASHING IS TO BE INSTALLED
6. IF THE DROP FROM THE EDGE OF THE SHINGLE DOWN TO THE TOP OF THE HEADER IS MORE
THAN 1" THEN THE DRI? EDGE WILL HAVE TO BE BROKEN TO CONfORM TO THIS DROP
7, WHEN USING FlASHING THE SMALLEST SIZE HEADER AVAILABLE SHOULD BE USED
'2" ,03 MIL. ROLLFOR....... OR 8" BREAKFORM IS BEST SUITED FOR HEADER SINCE iT KEEPS
THE FlAP UP OF THE HEADER BACK FROM THE EDGE OF THE FlASHING
8, WHEN SEPARATION BErwEEN DRIP EDGE AND PANEL FlASHING IS REQUIRED
'/2" SEPARATION MINIMUM
9. STRIP SEAl..ANT BETWEEN FASClA AND HEADER PRlOR TO INSTAll-"'TION
#'0 ~ 1-112" WASHER HEAD S.M.S.
THROUGH BOX HEADER '2" O.C.
INTO HOST STRUCTURE
NOTES:
I. WHEN HOST STRUCTURE is MASONRY
USE '/4' X '.1/4' DRIVE PiNS OR
li4" X 2.1/4" THUNOERBOl TS
2. FASTEN THE EXISTiNG SUB-FASCIA
TO RAFTER TAILS FIRST W1TH
#'0 X 3" S.M.S.
PAN ROOF ANCHORING DETAILS
r--- SEAlANT
/ _ PAN HEADER
/&--' (BREAK-FORMED OR EXT )
/ Ilax9-'6"SMS (3) PER PAN
i-'~"'" ~1'DI'lmANR"ER
~
.., .". S.M.S. 131 PER PAN /
AND l'l AT PAN RISER
IIa ~ 9116" S,M.S. (3) PER PAN
ALONG PA.... BOTTOM
RIDGE CAP
HEADERS A.ND PMELS ON
BOTH SIDES OF BEAM
FOR GABLED APPLiCATiON
PA.N OR COMPo ROOF PANEL
AlTERNATE CONNECTION:
118 X 1.1/4' SCREWS (3) PER PAN
INTO BEAM THROUGH BOXED
END OF PAN AND HEADER.
ROOF PANEL TO BEAM DETAIL
t
FOR PA.N ROOFS:
(3) EACH #8 ~ '12" LO!'JG S.MS.
PER 1l" F ANEL
.....
+
NOTE:
WHEN FASTENING PA.~ELS OR PANS TO
WOOO PI-"'TES SCREWS SHALL HAVE A
MINiMUM EMBEDMENT OF'"
ROOF PA....EL (PER TABLES)
SECTION 7
I
j
ROOF PANEL TO BEAM FASTENING DETAIL
FOR COMPOSITE ROOFS:
#'0 ~ (I + 1/2') S.M.S. W1TH 1.1/4"
O\AM~ 7ER FENDER W A:i!-iERS .
@ , 2" O.C. l1.ENGTH = PMEL
fHICKNESS + 1'J@ROOFBEARING
ELEMENT (SHOWN) AND 24' O.C. @
NON-8EARING ELEMENT (SIDE WAlLS'
/
SUPPORTING BEAM
(PER TABLES)
(') IIa ~ \12" WITH HEAD S.M.S.
TOP OF EACH RISER
BOX HEADER
BEAD OF CAULKING AlONG TOP OF
aox HEADER
ROOF PAN
/ .
~
/
(3) PER ROOF PN< 118 X 3/8"
wi HEAD S.M,S. O.C. iNTO BEAM
(3) PER ROOF PA.N #10 X I" WITH
S.MS. THROUGH ROOF PN< AND BOX
HEADER O.C. INTO HOST STRUCTURE
PAN ROOF AND BOX HEADER
FlASHING 0.024 OR 26 GA GAlV.
2'~ 2"x 0,06" X BEAM DEPTH
+ 4' ATTACH ANGLE "A' TO
FASCIA WITH 2.3/8" I-"'G
SCREWS AT EACH ANGLE
MIN. 2" ~ 3" ~ 0050" S.M,B,
(4) #'0 S.M.S. AT EACH A.~GlE
EACH SIDE
C
I !
t
A = WIDTH REQUIRED FOR GUTTER
B = OVERHANG DiMENSION
I @
,-@
I @
~- @
I
BEA!'" TO WALL CONNECTION: ;"-- A -/
(2) 2" ~ 2" ~ 0,060' EXTERNAL Y MOUNTED ANGLES ATTACHED TO WOOD WAlL WITH MINiMUM
(2) 3/8" ~ 2" LAG SCREWS PER SIDE OR (2) 1/4" X 2.114" CONCRETE A.~CHORS TO CONCRETE OR
MASONRY WAll. ADO ('l ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH lARGER THAN 3"
(AlTERNATE) (1) 1-314" X 1-314" X 1-3/4' X 1/6" INTERNAl. U-CUP ATTACHED TO WOOD WALL WITH
MIN. (3) 3/8" ~ 2" I-"'G SCREWS PER SIDE OR (3) "4" ~ 2.1/4" CONCRETE ANCHORS TO CONCRETE
OR MASONRY WAll. ADO ('l MCHOR PER SIDE FOR EACH INCH OR CONTILEVERED BEAM
DEPTH lARGER THAN 3"
RECEIVING CHANNEL OVER BEAM
ANGLE PROVIDE 0.060" SPACER I
AT RECEIVING CHANNEL ANCHOR
POINTS, (2) #10 X 2.\/2" S.M.S.
AT RAFTER TAILS OR 2" ON CENTER
MAX. WITH 2" X 6" SUB FASCIA
MUST REMAIN FOR ANGLE
STRENGTH
NOTCH ANGLE OPTIONAl.
2" ~ 6" SELF MATING BEAM W1TH
(4) 110 SHEET METAl SCREWS AT
EACH MGLE EACH SIDE
CANTILEVERED BEAM CONNECTION TO WALL AND FASCIA DETAIL
co C;;
o 0
o co
~ I
co ~
XCOr--('04l/1
g~~~g
10'Cl)Cl),~
CO"('04'
~a:r--X~~
Zf-~e(16
-CI) u..go
1'L5~OcoCl;'
:J.- .8,.L....
.J~~-r<~
< 2r--Qz
>.... co a: 0
<CI)r--Of=
::~~~<
J:...Jo Z
o Cl)
J: "
<ri ci:1
::j f-
....J
<:(
::>
cnZ
~<:(
- ~
......z
0(;)
~-cn
cncnlJ.J
cnUJ....J
:500)
(;)[J3~
06 ~ r--.
....J::>z
)-1-0
zu~
5~U
- I- lJ.J
Zenen
~~
~::>
uz
en~
::>
....J
<:(
,,-
W ~_
'I-' N
n.. ..J -
:::l N
(1)1"">
- ~ ..J
::::0"''''
Q) I..l <" r:::
c:~~;!:g
C:lU~:e:g
~~~~~
...I:J:S_
, \!! 5 uJ ~
W ~ 0 ~!l!.
<Il J: ><
Q)~:gQ.~
UlUl"">~
C:lU"'w
Q)<!;~f-o
L- ~ ell
3lUo
C1Js~
-.JG
6A
OF
6
~~7
/'.
r
/'.
'200. -
/'.
7
"
,-
MATERIAL: 0.019", 0.022", 0.028", 0.030., OR 0.036"
3105 H-28 ALUMINUM ALLOY
12.00" X 2.50" SUPER PAN @ ROOF PANELS
(PATENT # 4,918,898)
Table 7.5.1: Allowable Spans for SUPER PAN@PanelsforVariousLoads
Royal Aluminum, Inc.
Manufacturers Proprietary Products: Aluminum Alloy J10S H.28
I 2.1/Z" . '.' . O.01~' ~.nels
I Open Buildings
,I \Vlnd Applied Overhang Condition
I, Reg,on Load ~ ri~0'I-i::a"=:J20;;-
-10l"M""J'F ---,y- -':1 J' ;J:TI~ I ,..~"-
110 M.PH 20 12'.3- ~ 12'.5" !:'.\,~ I 13',8M
120~,P.H 2J I \1'.5'T \1,/" ,:'.,' 1'2'.,,'
125 ~.P,H 26 \O',g" , '0'.\1' I \1.5' I '2","
140M.P.H 32 9',8" I 9'."" I 1C".o. I '''.5" :
I 2.1/Z" . lZ". O,022"""P.nels
Open Buildings
Wind Applied Overhang COf'1dition
Region Load ~r,e T ".0" 2'.j)" )'.0"
'02 ~,P,H 17 I'.J" i 14'.5' 14.'0' '5,S"
110 ~,P,H ,0 13'.," T 'J'," ,,'.g' 14',S"
120 ~.P,K ,J 1,'.J" I ,,',5' .:.". 'J.8'
125 ~.P,H ,6 11',6" T , 1',g' ':'.J' 'J.O'
140 M.P,H )2 I '0'.5' I 'O'./" ".:" ',',0"
2.1/Z" . lZ" . 0,028" P.nel.
Open Buildings
Vlind Applied Overh.ang Condition
~gion Load ~~>E 1'.0" 2'..0" T 3',0"
102 M.P.K 17 16','. 16'-2- ~5'.i- 17'-,-
110M,P,ri 20 \4'.10" 14.,"" 15'.4- 15'.1'.
120 ~.P.H Z) 13'.10" ,J'.'" 14'.5- I '5',1'
125 ~.P,H ,6 I ,z..". 'J',,' I ',.7' 14,"
140 ~,P,K )2 I \1',8" ! \1.\1'T ,:.... 13'.,"
I 2.1/Z". '2~-wrPailels
~Bu,ld,ngs
VVlnd Applied I Overhang ConditlOI"l
Region Load I 'l:)r,e I ",0" I ,-0" )'.0'
10,M.P.H 17 I '6'.7" I 16',9' I '7'.1' 17'.e"
110 ~.P,H 20 '5'." I '5.5" I '5.'0' '6'.5"
,,0 M,P.H ,3 I..J'T ,'.5' i 14'.'0' 15',6'
125 ~.P.H 26 I 13'.5' 1 ')'.7"114.0" "',g'
140 M.P,H )2 I ,,'.,' r '2'.)' I '2',9' '),6'
1m""X1.2~P.nels
I Open ErulTOings
VVind Applied 1 Overh.Jng Condition
Regio" Load I 'l:)r,e I 1',0- 1 Z'.j)- )',0"
'OZMP,K 17 I 18',,' I 18'.J" '3'.]""r 19',,'
no MP,H 20 I 16'.9" I '6,10" I '7'.J' ! 17'.9'
120MP,H. Z) I 15'.7' j 1;,9" I 16.,' 16'.9'
'25 ~,PH ,6 I 14',e" i 14,10' I '5.)" I 15'-10"
"0 ~,P,H J2 I ,)'.)' I ,)'.5' I 1).10" I 14'.S'
I
I::nclos<d Bu,id,ngs I
Wind I Applied I Ovt:rhang Condition
~Qion , Load 1 ~t...€ I ,'.0" 2'-0" J',O" i
-::QZ\~.P.;i 12~~-2~ I 'u...~ lc':-"i-:-~-:: 10=-,
110 MP,H. I ,5 I g'.)- I' g',S' 10'.,' 11',0" 1
120 MP.K 41 I S'.7" I 8'.9' ,',5" 'C'.5' I
125 MP,K '5 I a'.,' I a',;' 9." '0'.,' I
140 MPH 56 i 7'," I ,., IS'," 9'.6" I
,~ind I
Region
'OZM,PH
110M.PH
120,""PH !
125 M,P.H
140 M,P.K
Wnd
~gion
102 M,PH
110 M,P.H
120 ~,P,K
'25 "',P,K
140 M,P,K
V'/ind
Pe qion
'02 M,P,H 1
110 \I,P.H
120 M.P,H
125 M,PH
140 ~,P,H
\'l1nd
'tgion
102 M,PK
no M.P..H.
n~ M,?K.
'25 M,P,H
140 M,P,K
EnClosed BUIldings
Applie d i Ove rhang Cond'(lOf'l
Lo.d 'l:)r,e I ,',0" I /'-0"
29 I 'C'.II" I II." I l1.a'
35 I 9'",~ I 10',2- I 'C'.9-
.1 I 9'.,' I 9',5' I 'C',O-
<5 I a.g' i 3.11" I g'-II"
56 I ;-.'0" I 8'." I a'. '0"
Enc,osed Bu,ld,ngs
Applltd I Overhang Condition
Load I f~r,e I ".0" 2'.j)"
Z9 I '2.... I 12'.S' I ':.11'
J5 I 11'.2" 1 II." I II.'"
'1 I '0'''" I 'C'.S' ". '"
45 I 9"'0' I 'C'.,' I 'c'.e'
56 1 8'.'0- I g'.1' 9.9'
t:.nt:losed Buildings
Applied I Overh,ang Cond,tion
Lo.d \'I:)r,e I ,'.0' Z'.j)"
29 I '2'.i- I 12'.11~) 1)",4'
)5 1'1'-7" I ' 1',9" I 12'.J"
.1 I 'C'.8' lC.'" 1 ' 1'.5'
<5 I 'C'.J" I '0',5' 'C'.II'
56 I 3.... I g,,' I 9.11' I
~nc osed tlU'lo,ngs
Applied I Overhang Condition
lO,ld ~DrE. 1'-0" I 2'..0-
Z9 I ')'.11' I 14." I 14.6'
,5 I ',,8' I '2,'0- I I"J'
4' I l1",e' I 11 ,10' I '2,4-
45 I 11.2' I 11.' I ".,)"' I
56 I 'C'.O' I '0',,' 'C.g"
)'.j)"
'Z'.S'
11'.7-
'C,.". I
'C'.8"
9'.' ,.
J'.O"
D',e"
12'.e"
,,..,,.
11'.7"
'0'.8'
J'.O-
I.'. ,. I
,)'.0- I
',',J' I
'I'.WI
le'" ,.
)',0'
'5-2"
\4'.O~
')',:r 'I
12'-8~
t 1'-8" l
,,----, ---- ,2,00.
-'
0'-_/ 1,00"
r-~\
7"--- 3,00.
7"--- 3.00' ---?'
MATERIAL: 0.028 OR 0.034" 3105 H-28 ALUMINUM ALLOY
12.00" X 2,50" 'W' PANEL
Table 7.5.2: Allowable Spans for Royal Aluminum 'W Panels for Various Loads
Manuf.cture,,; Proprietary Products: Aluminum Alloy 3105 H-ZS
~Z" . 2.1Iz" x O,OZ8" . W' P.oel. - ______1
. -'~-~C~iii1EiTaTr1cjS'--- -:---r- ti1cIoso- O"BUn OIM!; ~
I ..Vintj I Applied Overh.ang COf'dition Wind Applie d Ove rh.ang CondItion
I f<<\fion I Lo.ad '1:)'.1: 1 1'.0. I 2'.0. )'.0" Re gion Load '1:J1.1: 1'.j)" I 2'.0' )'.0"
'02 M.P.H. I 17 I '5." I '5-5" I ,5'.W 'S'.5' 10Z ~.P.H. 29 I ".g- , r."~ j 12'.5" '3.2'
'10 M.P.H. I ZO I 14." 1 I4.J" I ,,'.8' , 5',4" 110 M.P.K J5 ,o',e" 10'.10. I ' l'-S~ '2'.3-
',Q~,P,K r 23 I 'J'.," I IJ','" I ,),g" 14'.5- 1,0 M,P,K ., g'.,O' 10'.'- I 'C.'" 1 '-o~
125 ~ ,P,K I ,6 I "'" I '2'.6" I ,).0" I ' 3.9"' 125 ~ ,P.K '5 9',5' g. )" I 10'-:)- II'.,'
~40 /wi ,PH I )2 I ' '-2" I " '-4~ I 1I'!O" I '2'.d- I 140 M ,P.K 56 ".5" I 3'.e' I 9'.J.. 10'.4"
I ' 2" . 2,IIZ" . 0,034" . W' ....ne .
Open BUlld,ngs Enclosed S-uTfCfings
\"l1nd Applied Ove rhang Condition VVtnd Applie d Ove rr..ang ConditIon
Re \fio" Load t~r,e 1'.()" I ,-0" )'~- Re gion Load 'D',e ".j)- T 2'.j)" )'.0"
102 M,P,H 17 '6'.'0. 16.. \'" I ,T... 'T."" '02 M,PH 29 '2'.' '" '3'.,. I 13'.6" 14'.3-
110 M,P.K ,0 '5'.S' '5'.e" I 16..'" IS..a- "0 ~,P.K J5 , l'.g' 11'."- I 12'.5" IJ'.Z"
'20 M.PH 23 14'.S" i4"-6'"j ~ 5'.Q"' '5',6'" 120 M.P,H. '1 '0'.'0. '1'.1)" I ,1'./ 12".5"
125 ~ ,P.H. ,6 '3".8- D'.9" j ~ 4'.2- 14'-"" '25 ~.P.K 45 10'-4- 'C'./" 1 '1'.1' n'. n.
140 M,P.K J2 '2'.J' ,,'.5" I '2'.' '" I 1:1".8- "0 ~.P,K 56 g'.J" 9',6" I '0'.'. "'.'"
Note: To:aJ roof pane WIdth = room width pluS wall WIdth plus o'.erttang,
Table 7.5.3: Allowable Spans for Royal Aluminum PANS for Various Loads
Manufacturers Proprietary Products: Aluminum Alloy ::105 H"28
i 1.114" x 12" x 0.019" Riser Panels -
upen tlU'ldlngs EnC osed Buildings
W,nd II Applied Overh.ng Cond,tlon Wind Applied -o-vem.ng' Cona,uon
Region Lo.d "flOM:""~, OT~~ Region Lo.d ""fjONE 1'.Q' I ...., I ....,
~~I I I., ~5IV1 10~ M.P.H. 2~ 5'-11 ti".' i o. ~'.J"'
~.~~O 10'.1U" 77'"1,.1 I "., llUM.P.H. 35 5',z' :;.7 i 0., ,1'
1i201lJ>.H" 1- .. 0'.0 0., I 7'"-1' I 8'., UO M.P.H. 41 4'.10' 5'.2' I o'.J' 1".8"'
["l"ITV.~,H. I Z~_lo'-()' 0-4 i (.J' I 0'-':>- 1.' M.P.H. 45 ~.7' 4':11 10' /,/
~~I"IS::;, :;'.:1"" I 0'.. I 8'.1 140 M.P.H. 56 4'.1' 4. I 5'.9- T.J"
Note: Total roof pane WIdth = room WIdth plus wall width plus o.ert,ang,
ALL TECHNICAL ,\.SSIST ANCE !.{A lERIALS A~~E
PROV!PED 'M-IS.. AND ROYAL ALUM1NCM
DISCLAIMS ALL "II Mll.ANIIES, EXPRESSED OR
iMPUED INCLUDING BUT NOT LlMITID TO. ALL
WMAANTIES OF MERCHANiA!IUTY OR FITNESS
FOR A PMTICUlAR PURPOSE. ROYAL ALUMIN~'M
DOES NOT WMAANT THAT ANY Pll.ODUCT ~ILL
COMPLY WITH STATE OR LOCAL BUILDING CODES
C\J')TOMUS ME SOUL Y RESPONSIBLE FOR
ENSVRING COMPLIANCE WITH ANY AND ALL
GOVUNMl.NT At I\..EGllt... nONS
LI f
I I
r 12" -/
12" X VARIOUS HEIGHT RISER ROOF PANEL
Table 7.5.4: Allowable Spans for Royal Aluminum PANS for Various Loads
Manufacturers Proprietary Products: Aluminum Alloy 3105 H-28
3"X1.2"""X~ RJ se r P. ne I s
Open Butla'ngs I Enclosed Bu,ld,ngs
W,nO Applied Overh.ng Cond,uon J w,na- APP ,eo uvern.ng L;ona,uon
Region I' Lo.d N01'<~rr-2'".:o~ ~r.l), Region Load """NONE 1'.Q' Z'.Q' J'.Q"'
1O~ MY.H. 17 lZ.10' 'Z.11 IJ'.5' 14'-2" i lM1l:P.H. .~ .'.w IU'-()" I 1U".{ '0
110 M.P.H. ,0- .1\J 11. I 'L".{j' 13'".3"" 1'10 M.P.H. J5 ~','1' 9'.2" 9'.10"-w:9'"~
1.20M":P.H. Z3 11'-()" 11'.3" 11'-, 12'., 11~P.H. 4' ~'..r ~"o- .'.L" IV. I
1n5"tT.~.H. ~5 1U"-4 I,. '1"1, . "'f"125"tT.P.H. 45 T.1' 8'-2" 8'.10' -g':TI"""'j
fI4O"M.P.i-<. :'.1 9"-4 ~.7 I 1O"'Z" I-~"W-;;l.~~ -{.f" 1""-4"- rr:T ; '9'7"
J' . I. .0,026" Riser P.nels I
Open BUlld,ngs I Encloseo tlullo,ngs I
WIMd Applied Overh.ng Condition I Wind Appllea l Overh.ng Cond,uon
Region Lo.d ""fjON~-OT2'".:o"- "3".:0, Region Lo.d ["l'iON!:-<J' .'-<J I .""U
10Z M.P.H. 11 10'.1 I Hf'~' 11:).7 172" i 10z M.P.H. ~3 '''-4 12"0" 12'.'1"1 'J".~'
'10M.".H. 20 14'.10'1'4.11 ,S'-4-'S.I1"lll0M.PR J5 ".. .:;" 11. I'.'.
120 M.P.H. Z3 13'.10.1,3'.11" U.S' ':;.1 11ZO M,P.H. ., HJ-4 1U".T "., 1
1."M.~.H. 25 tl'.111J"~' ~ 14-41125M.P.H. .:> ~'", 10'.,. 10'-8"1 '1'.1"
140 M.P.H. 3Z 11.9" 1" .11",12'.S" 13'.2' 1140 1101.;:>]1. 56 ~.lu .'.1 ... I lU'~
3' .,2' . o.on" RIser P.nel.
Open Buildings I
Wind I Applied Overh.ng Cond,uon ,..-J W,nd
Region Lo.d hilO"N!:f1'"~""::'-2'"~ 3'".Q" 1 Region
102 M.P.H. 17 17'.'0" 1T.ll' 18"-3" 18'., 1102 M. .H.
110 M.P.H. .u 1ti'.:;,- 16'-6" 16'.11 '7'-6" 1110 M.P.H.
1.0 M.P.H. ZJ IS'-4" 15'.S' 1..1U- 10'.5' 1 120M.P,K
~40~P.H. Z6 14'.S" 14'-6" 14.11 15'='7"Il25 M.P.H.
Y.H. n 'L"" 1 13'.1 'J'. 4':3"" I T<W M.P.H.
cnCIOseO tlulld,ngs
APp ,eo, uverna ng L;ono,uon
Lo.d NUN!: 1 '.Q" 2'-0" J'-<J'
29 \ 13'. IS." 14.. 14.11
3m:;" 1'-'.1" 1J'-'J- lJ'",,""
41 '1'0 ,-d' U'. 1.'
.. w.,. l' .,. I'-d" '''-d
~5 I ".lv lO'-()" 10".7" I ".{j"'
Note: TotaJ roci panel width = room y,;dth plus wall WIdth plus o.emang
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AlUMINUM SKIN
E.P.S. CORE
SIDE PANEL CONNECT"
nONS VARY (DO NOT
AFFECT PANEL SPANS)
SELECT PANEL DEPTH
FROM TABLES
4<1'
,
.,;'
COMPOSITE ROOF PANEL [INDUSTRY STANDARD]
Table 7.1.5: Allowable Spans for Industry Standard Composite Roof Panels for Various Loads
Aluminum Alloy 3105 H.14 or H.;/5 ~.O EPS Core Density Foam
~)"X4r-x-o-O'9" Panels !
I op:enBUjldl:')~s L ~Bulldlngs__
i w,-;;r I PP '. -----cm;:;a09 cone,!,: - :4~ : I '~I pplled j -oviiThi"i"9 C~ncltJon
, R.~'on I Load ON 2";T~:7~-UI! R.~'on Load 0'lO"Ne:~2'"-WTY: ,
h"'~I~H ,.,-,,, I "':~I ~ "",ry , <
1T1~~ ~- I 7~r- ~ I , ]f.m.o--rn"Tl - -0
~~. IY- lr5'll~0"j171lj12lllif?H'1 41 ,7-8 I ,." I 8'." 1 g I -:.J
25lif~.M. I g-.,. crtTo'"s- I '~-4 I ~7nnnit:pH. 4.5 I '~I I ~4'" I ~.5" 1'c-:1".':1
I ?:"R:""I~2 B'-B" I ~~ -0 ~lOT:nr.rSO 6., 0.'0" I ,0' I 8 " I lC;-4 I
r~o:
12-..l
-0 I
UI lngs Enclosed BUildIngs I
In ~CondltJon In I PP Ie I ~Cond'tJon ~
~Re~'on :r.O'''T"":r-lYl'f"-ll Re~'on Load, NONE I ,~~~
02"Y. . ~~I ~;:; l'O-lOj17- 02~'7-Q" I 'Z-Z" I 'Z,!f I lJ., I ,4
L' ~ ;3-" 1'<<": : ~: ~ : ;~g~~ ;, ~ ',~.'.' I ;~~ 1"~_',~ : ~!; : ': j., ,
1125lifoX-r"2 7-"9"J17-l0"1'3'4 '!.1 I ';:cr'Tl2~"'-a:. I ~';;"I ,C:~ 1 1-'
I1<Or.U'R-i3 l-5"TTrl1Z:~Z.'1 ,IJ." i I4O>f~~-8 I ." .-'$ I 1(;-0 I ".,
Note: Total roof pane4 WIdth = room WIdth ~us wall ',,",din plus c~.a."'IQ.
fir
LI
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f
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.,
0.019" AlUMINUM COVER PAN OR
CONTINUOUS AlUMINUM SHEET
IIa x 518" CORROSION RESISTIVE
WASHER HEADED SCRE\'\IS AT 24"
O.C. Al TER~TE IIa x Si8" SMS
W/ 112" DIAMETER WASHER.
W
1YPICAL INSULATED PANEL
NOTES:
1. INSTALL RIGID FOA"" INSUlATION INTO ALUMINUM ROOF PAN.
2. COVER INSUlATION WITH 0,0145' PROTECTOR PANEL WITH OVERlAPPING SEAMS.
3. INSUlATION PANEL SHAlL BE CLOSED WITH ALUMiNUM END eN> TO SECURE PLA.CEMENT
AND TO DISCOURAGE THE NESTING OF WILDLiFE AND OR INSECTS.
4. PROTECTOR PANEL WILL BE SECURED BY #8 x 5i8' CORROSION RESISTIVE WASHER
HEADED SCREWS.
5. SCREW PATIERN WilL BE 12' ON ALL PERiMETERS AND 24' O.C. FIELD ON EACH PANEL
6. AlUMINUM END CAP WILL BE ATTACHED WITH (3) #8x112" CORROSION RESISTIVE WASHER
HEADED SCREWS.
.,
Table 7.1.&: Allowable Spans for Industry Standard Composite Roof Panels for Various Loads
Alur,linum Alloy 3105 H.14 or H-25 1.0 EPS Core Density Foam
r~~'. ~
opif 9utldlngs I Encfosecl ~ulldlngt -,
'1I'WmaIAPU1~{Q ---ove~gcon~~~-:-na-r~~-- v.erhang~~,,- ---I
Reg,on Load 1" :r~ J'"-O"j~-C'"l Reg,on I Load '1'I0Ne:If'"-O""TT-O""TTTp:uI
jln2"Y.. , ~'4" 11:;:'JI1O'"-7T1nn;r.I'~ 29 I~ 1Ci: I :"': I ;~:-~ I ;~~
rnar.f . . ~-'$" '<<-3" I 1; Z'/I1~' ~ -11 - I ~
jl2~ IT~1.3"-,'O ','0 I 12or.t . ~i~~~ I '; .
jlm.l: , 7-1"vn~T:V . . ]f.1: 1 ~.~~ ' , -0 I .
:-T-!O"lOT: IY-Oj1 . " 1:;Tf""1 '4ll1.l:~ , ,. ~ I .
~~O.OZ4 i-'anels I
I openBUlldlngs
, I~ I pp Ie e ang
I Reg,on I Load ONciT'-O"jT
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'n
on I on
Region
liOn;{.
"-5
-0'
12-/ I
10'-,
Note: Total rod panel 'Mdth = room 'Mdtn pu watI 'Nidlh otus C..ertL~
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'\STANCE MATERIAL' ^~E
ALL TECHNI;-^L. ^->S ANP ROYAL ALUMINUM
PROVIDED ~lS WARRANTIES. EXPRESSED OR
()lSCLAlMS ALLplNG BUT NOT LIMITED TO. ALL
lMPUED, iNCtU MERCHN'T ~lUTY O!l. FITNESS
wMRANTIES O~ P1JlU'OSE. !l.OYAL ALUM!NUM
FOIl ^ PMTICV RANT T1-IAT ANY rRODUCT 'X'ILL
~p~~~~~~TE ~~~~A;;s;~e~I~~ECO~~
C~OME~ ....rc W1T'~ N"iY AND ALL
WS~lNG COMPLuu"-,,, .
GO~AL REGU1..AT1ONS.
SHEET
6C
OF
6