HomeMy WebLinkAbout00-9774
BUILDING PERMIT
CITY OF ZEPHYRHILLS
(813) 788-6611
09774
Date 9 /if /tJo
Permit
We>.'.~e~
BUILDING
ELE~CAL
Property Owner: 'T ~~ '" P~r ..,.~ r ~ d:; .
Job Address: S b '-/ (, ~S+.
If ~ 2{,.- 2 l- 00'0. t&60o- 0/$0
PLU~G
MEC~CAL
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
Parcell.D. #
Zoning:
Descriotion of Work
Energy COde:-----c"
lX.-- 0 ttJ~ .J; "'51 k
Radon Gas:
~-.:'\ ~I 't D ~,~ U ~ "5
NO OCCUPANCY BEFORE C.O,
FINAL
C.O,~
'DoC)
DATE
Complete Plans, Specifications and Fee Must Accompany Application,
All work shall be performed in accordance with City Codes and Ordinances,
I
Inspectot
-
City License Registration #
State Certified License#
Permit Fee ~, v~
~ Signature ~ ;:;;z (~~
Company
Address
- Telephone# ?If;;J.. -- ~ 90 ~ ~
Valuation or
Contract Price
t)wrJ~R
BUILDING
ELE
PLU
Breakers
Ducts Insl.
Compressor
Final
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($ 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.
September 22, 2000
To: City of Zephyrhills Building Department
Re: 11-26-21-0010-05600-0150
5646 8th Street
Zephyr hills, Florida, 33540
This will certifY that Ernest Peeples, or Jimmie Peeples are authorized to obtain a demolition
permit on my behalf for the above referenced property_
s~~\?~
John Parttridg
317 Hodges Cove Rd
Yorktown, VA 23692
757-898-8337
_;d't24<-~reU k~ ~~
~tiltU't O~
~~L/ ~.
City of Zephyrhills
Building Department
5335 Eighth Street
Zephyrhills, Florida 33540
(813) 788-6611
August 2, 2000
Wm, A, "Bill" Burgess
Director of Building,
Licensing, & Zoning
John C, Parttridg
317 Hodges Cove Road
Yorktown VA. 236923148
RE: 11-26-21-0010-05600-0150
5646 8th Street
Zephyrhills Florida, 33540
Dear Mr, Parttridg,
The structure at the above referenced location is unfit for human
occupancy and is a public nuisance. This structure constitutes a
hazard to safety and health by reason of inadequate maintenance,
dilapidation, obsolescence and abandonment.
This structure shall be inspected by a State of Florida licensed
engineer and a detailed inspection report on repairs conforming
with the 1997 Standard Building Code shall be submitted to the City
of Zephyrhills Building Official,
The electrical system shall also be upgraded in accordance of the
1999 National Electric Code.
You will be required to obtain all necessary permits within 60 days
of receipt of this notice,
Completion of repairs shall be within 180 days of receiving
permits,
At your option you may demolish this structure, If you elect to do
so you must obtain a demolition permit within 60 days from receipt
of this notice and demolition shall be completed within 60 days of
receipt of permit.
If no action has been taken within 60 days from receipt of this
notice, the City of Zephyrhills Building Department will contract
to have this structure demolished.
Page Two Continued
August 2, 2000
All fees accrued will be payable by the current owner. If unable to
pay these fees within 14 days of receipt of bill then the City of
Zephyrhills will place a lien against the property.
Per chapter four of The Standard Unsafe Building Abatement Code you
are entitled to the right of appeal, Enclosed are procedures for
issuing an appeal.
Sincere 1 y,
'liLL Dv
:
Bill Burgess U
Building Official
enclosure: Right of Appeal Procedures
CHAPTER 4
APPEALS
401 RIGHT OF APPEAL
401,1 Filing
Any person entitled to service in accordance with the provisions of Chapter 3
may appeal any action of the building official under this code to the Board of
Adjustments and Appeals. Such appeal must be filed in writing with the
building official within 30 days from the date of service and must contain at
least the following information:
1. Identification of the building or structure concerned by street address or
legal description.
2. A statement identifying the legal interest of each appellant
3. A statement identifying the specific order or section being appealed.
4. A statement detailing the issues on which the appellant desires to be
heard.
5. The legal signature of all appellants and their official mailing address.
401.2 Hearing
Upon receipt of an appeal, the board shall as Soon as practicable fix a date,
time and location for the hearing of the appeal. The hearing date shall not be
more than 60 days from the date the appeal was filed with the building offi-
cial. Written notice of the time and location of the hearing shall be delivered
personally or mailed to each appellant at the address on the appeal by certified
mail, postage prepaid and receipt requested.
402 FAILURE TO APPEAR
Failure of any person to appear at the hearing set in accordance with the provi-
sions of this chapter shall constitute a waiver of his right to an administrative
hearing on the notice.
403 SCOPE OF HEARING
The hearing shall offer the appellant reasonable opportunity to be heard on
only those specific matters or issues raised by the appellant in his appeal. The
appellant may appear at the hearing in person or through his attorney or other
designated representative.
404 STAYING OF NOTICE UNDER APPEAL
Except for a vacation order issued in accordance with 303, enforcement of
any notice issued by the building official under the provisions of this code
shall be held in abeyance during the course of an appeal.
Standard Un..,. BuIldIng Abatement Code 1985 11
Parl:d InlufInai.iun fur: 11 26 21 0010 05600 0150 Card: 001
Page 1 of 1
Welcome: Record Search: Parcel Search
Search Again ShoW MaR Gen~ralized_Building Sc;l1~mCltic; GatcJJlClt(LT;a)(~s
ParcellD 11 2621 0010056000150 (Card: 1 of 1)
Classification 12 - STORES, OFFICE, SFR
Mailing Address Assessment (totals)
PARTTRIDG JOHN C Ag Land --
317 HODGES COVE RD Land $15,225
YORKTOWN, VA 236923148 Building $1,894
Physical Address
5646 8 TH ST Extra Features $0
ZEPHYRHILLS, FL 33540 Total Assessment $17,119
LegatD_,~criptiQn (First 4 Lines) Save Our Homes $0
CITY OF ZEPHYRHILLS PB 1 PG 54 No Exemptions - $0
LOTS 15 16 & 17 BLOCK 56
OR 1729 PG 438 Taxable Value $17,119
Land Oeta" (Card: 1 of 1)
Line Use Description Zoning Units Type Value
01 1200 STORE COMB OOOP 7,000.00 SF $12,950
02 1200 STORE COMB OOOP 3,500.00 SF $2,275
Additional Land Information
Acres 0,24 B Tax Area II 30ZH n Fema Code n X Comm Code ~ C18ST10
Building Infonnatlon . Year Built 1930 USE SINGLE FAMILY (Card: 1 of 1)
Ext Wall 1 Minimum Ext Wall 2 None
Roof Str Gable or Hip RoofCov Rolled Composition
Int Wall 1 Wall Board or Wood Wall Int Wall 2 None
Flooring 1 Pine or Soft Wood Flooring 2 None
Fuel None Heat None
AC Window Unit Baths 1.00
Line Description Sq, Feet Repl, Cost New
1 BAS 500 $5,410
extra Features
No Extra Features
Sales History
Previous Owner --
Year Month Book I Page Type Amount
1988 06 1729/0438 WD $24,500
1983 08 1282/1171 -- ... $17,000
1976 09 1282/1170 -- --
Search Again Sh9_WMClQ ~en~rnli~d13,t.Ji1dln-9-Sc:bemCltic Galc_uIClt~ Tc:lxes
http://www.apprai.../parcel.asp?Sec=11&Twn=26&Rng=21&Shb=OO 1 O&B1k=05600&Lot=O 15 8/2/00
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IF PI. YWOOD IS USED FOR CORNER BRACING
WITH FOIL BACKED FOAM SEING USED FOR THE
VAPOR BARRIER. VISQUENE, TAR PAPER OR.
SOME OTHER SUITABLE PRODUCT MUST BE
USED OVER THE WOOD
./
/
DOUBLE 2 x 4 TOP PLATE
WOOD OR AlUMINUM FRAME
IF A FOURTH FRA}~E WALL IS REQUIRED, ALL
FRAMING AND SRACING ShALL SE THE SAME
AS FOR 01l-'ER WALLS OR PROVIDE AlUMiNUM
BEAI~S OR 1'.'000 HEADER AS REQUIRED FOR
SPAN
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BRIDGING 43' ON CENTER
S/S" PLYWOOD DECKING
FACE GRAiN PERPENDICUlAR
TO JOiST
TYPiCAL WOOD FRAME
ATTACHED TO STANDARD CONSTRUCTED HOME
OR MOBILE HOME II.ANUFACTURED AFTER 1984
, 12' x 4'~ x 8'-0'
PRESSBOARD OR COX PLYWOOD
(OPTlONAl) 0,006 MIl. VISQUENE '.r....]'
OR 15# FELT VAPOR aASRIER -V, ~ '. ~,',
~ 'i
(OPilO"lAl) FOIL BACKED 3/4' _~~II, ,'L;'~k\i
OR 1/2" FON-A INSULATlO"l K:" ~/> I
VAPOR BARRIER · ,,~, i?'cdl
FOIL TAPE AlL JOIN,S ~~~,I
V,NYl SIDI,NG TYP'CAl / ~ i
SIDiNG IS TO BE NAILED @ ',6" 0 C, - J
TO 'AA.NUFACilJRERS SPECIFICATIONS
AND i~.STRUC710,NS AS SUPPLIED 5Y
THE VINYl SIDING CCMPA.'iY
NAlLI'IG:
SIC:I~,G OVER FURRi"'G STRIPS:
1" Sf'.A."iK ALUMiNUM NAILS OR EQUAL
S'D,...G OVER FOA'.I:
'-3.'4' SHA.'\K ALUMINUM NAILS OR EQUAl
SIDiNG PRO?ERL Y APPlIEJ OVER PROPERLY
FRJ-J~ED STRUCTURE COMPLIES WITH 100 M.P.H.
1 ',0 IAFH, AND '20 M,P,H. '''''iND ZONES
S?=CIFIED IN saccI 10."0/0 aoCA CODES
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HOST STRUCTURE
HEADER SIZE
SEE TABLE SELON
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NOTE: BRACiNG FOR CORNERS Sf-'AlL BE 112" 4 PLY
COX PLYWOOD FOR WOOD SilJD::; @ 24" OC,
NAILED WITH 1:'&1 COMMON 6' O,C. EDGES AND
12" 0 C. FIELD
"'JR LUMSlR COLlIMN'; "NCHOR ~
M1.., GALVANIZED POST
TYPICAL WOOD DECK
FOR STRUCTURAl GRADE TrlERMAl PLY STUDS
SKAlL aE 16" OC. A"ID NAIU~G OR SC'\EW
?A~,=<'~ SAME AS COX '''''ITH NAILS OR SC,=<.EWS
PER 'AA.NUFACilJ~RS S?EC1FIQ./- TIONS
AL 7ERI'(ATE BRAC1~G SHAll BE '.',/4' x ',4 GA
GALVA'IlZED COIL STRAP X-BRACED TO STUDS
WI (1) #8d COMfAO~ PER STUD OR 1.1/4' x O.c..o"
Al~MiNUM STRAP X-BRACED A'o/D ...AilED TO
SilJCS WI (2) '.114' ALU,MINUM NAilS e,"CH SilJD
1)AlL WALL FRA..M,'IG 16- ON CE,...TE"
(EXCEPTION 24" ON CENTER FOR
WOOD STO"",,GE ROOM)
2)?IER POST CAN aE SOL TO TO '
SLAB OR CON'TI~UOUS FOOTE=<'
DR HAVE iSOLATED CONCRETE
FOOTER EACH PIER
(SEE DEI AiL)
3)CENTER STRINGER REQUiRED IF
DEPTH OF DECK EXCEEDS ,C'~"
4)HURRICANE A'ICHOR EACH JOIST
TO CE"<TER STRI.NGE"
LEDGER SUPPORT
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4' X 4' PRESSURE TREATED PiNE
OR 3" . 3' .0.090" Al.UM,NUf-A
lIS" x 5- SOL T
LEDGE~ SUPPORT DETAIL
2" x 5"
r- -~
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2- x 4" TOP PLA-TE ~ON-STRUCTURAl
ATTACH TO AlUMI~UM BEAM WITH #10 x
2" SM.S. OR USE TO FASTEN PANS TO
~i
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. II
"
:1 Ii TOP PlATE MUST aE PRESSURE TREATED
:i 'I PINE 0" HAVE VAPOR BA=<'RiER BETWEEN _
:1 I I AlUM,NUM AND WOOD I i
:' ==== "',.... I g!
;: ==== ..! ~ FR.A.l,\iNG TO BE FlUSrl ~ I,
======= B i ,
~. ----- i' 2" x 0 FRA.',AI~G is I I C=:=j !
:l~'!' I! ~
~~.. ===-----=. :1..', II I I ======
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AlL WALLS WOOD FRAME I ~;-
"''' ;'DO -,,--- '-_____________ j:~----'l ,2:3 =
~ ~NGWIDT).; I I .~I-
-...(~~ SEEiA8LE;;-__,j________ __ I~
~~l :.r~~ ---- '-- POSITION STUD ---------" ~
SEE "AMa FRAME DETAIL
~
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\,-~/
JOIST BUCKETS 2 x 6 FLOOR
JOIST@ "0 ON CENTER
Cl
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A SEE SC:-<EDULE BELOIV
/ VAAIES.-----I'
DECKiNG MAY aE 5/8" OR 3.4" Pl YVvOOD OR 5/." x 6" OR 2 x 6 PU....,Kj~G
NOTE: SEE SECTIONS (PAGE 86)
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TYPICAL WOOD DECK FRAMING PLAN
Girder Su pport Spacing
Type Girder
2.2" x 5-
2,2" x a-
Girder Splice
Points.
Slngie Span
Span 5er~'een Support Spacing
Two Spans Three Spans !
Four Of ~ore
5""':"
8'-4'
:'. ~:)'
S'.',C"
6"-7"
;.;"
7-9"'
8'","
s.:y'//,.,j"
6"'-18','-
N;:r.e
6'.c' I ;-.\1"
. tJioaasu;eO ~ enc SI".~:if.S !, 'Z-B", :-e-')
Notes:
ASS..H....,ec l-.r"1bef 10 ~ #2 se.~~ ,'or\~se Pi?
Ma.kl:;"\;,;rr, ~OO' leae 4.J=is~ ~
S;.ans ~S\ft1eo: ~o ~ e<J'.;al
4 Bas~ on ~,axI!T'I'Jn o-ack ...,cr.r, Ol is';;'
THE CESIGNS A'o/D SPANS SHOWN 0"1 THESE DRA'MNGS ARE
BASED ON THE LOAD ~OUIREMENTS FOR THE FOUO',V,NG
CODES:
1) STA'o/OARD BUILDING CODE 1997, CHAPTER ',6
INCLUDiNG ssm 1 D-"B
2) BOCA NATIONAl BUILDING CODE 1996
3) TEXAS DEPARThlEN'T OF INSURANCE WiNDSTORM
RESISTANT CCNSTRIUCTION 'l'S8
'"
WiND LOAD TO SNOI'I LOA!) CONVERSION TABLE
~ YR S'OW lOA:) DESIG' s.-.ow lOA:) W1'O lCA:l/BV'LO<loIG ~
3-15#/Sa.FT. 95MPH/0?SN
61-70 # I sa. FT. 100 MPH / OPEN
6'-70 # I sa. FT. 120 MPH I OPEN
61.70 # 1 SQ FT. "0 MPH 1 E,NCtOSED
61,,70 # I sa FT, 120 MPH I ENCLOSED
TEXAS CONVERSION TABLE:
CONVUlSION FACTORS
I ,'1iND ZONE ROOF I ""All
I SEAWARD OF I C.I'I. ' 067 I 1.00
I INLAND OF I C.W. ' 074 I 100
INTERCOASTAl WATERWAY
Joa NAME,
ADDRESS.
1
CF'
-:::
;;:;;~~~;~i~,O"'O'^"-,-~:::l.~
; --:"'0"::" I\JH
@ '6"OC, : . . , . , ,I
i Vi/VI
,.,rz-x 3'x 0.060" RECEIVING CHANNEL
~
COMPOSITE PANEL WALL TO WOOD DECK
~,
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111
II I
I
114' X 3' 30t TS OR T-BOt TS INTO :1 ]i,~ ~
CCNCRETE SlA3 AT 24' ON CENTER Ii ' /
WITH '/8' X '.1/2" WASHERS ~.~
,-- .
~ I
,.:, --
>10 x 1'2- S M S. @ 6" D.C. MIN,
BOTH SIDES
#8 x" WOOD SCREWS WITH
5/8' WA.SHERS (3) PER PANEL
." x 4' TOP PLATE
PRESSURE TREATED PINE
'14' 1 '-1/2- LAG SCRE"" wi
5/8' WA.SHER AT 24' O.C.
Al TERNAn: DoualE STRINGER
FOR CANTILEVER OVER 3'
FROM MAIN STRINGER
SHEATHING:
'/2" PI. Y'WOOO OR STRUCT\.iRAL
GRADE rrlERIAAL PLY HI SIDING
ALUMINUM POST SEE TABLE -------bl
3,4'PLYWooDDECK ~ ~
~. ~
~ \~I:~
...... 1\1 i i ilI----l
~ 2" X 6" OR 2' 1 8' I I ~J ,
, ~ '0" 0 C. ,',,',
EXTRUDED AlUM,NVM SASE
CORROSiON RESIST ANT THRU-BOl T
PER SCHEDULE
LJ-CLIP
LAG SCREW SEE TABLE
j
"
+
ALUMiNUM COYER (SEE CONNECTlON
TO HOST STRLJCT1J RE)
PLATES TOP AND BOTTOM
HURRICANE ANCHORS WITH NUMBER
OF NAilS PER MANuFACTURES SPECS
2' X 4' STUDS
PRESSURE TREATED 2 X 4 PLATE
.
, -"----..
"-
'--- 6' 1 6" -'0 X '0 WELDED WIRE MESH
:---- _ .SeI BAA CO'IT'NUQuS
AL TER",~ TE DouaLE ST 1,INGl.~
FOR CAN TlLEVER O'o/E"-( 3'
FROM MAIN STRINGE?,
FOOTiNG OPTIOML,l.5 "EQUIRED
UTILITY SHED 1YPICAL WALL SECTION
\, ~ I
TUBE COLUMN BASE SCHEMATIC (INTERNAL BASE)
,.. "y.ooo 0'" _ ~- SOR,,,,,,,,,,,,,
1- I .:;
~
MiNiMUM '-t'2' "~I t. h-' /-- ''2' LA?
" 'I, i
r /!
11'1 ,
2" 1 6" OR .' X 8' ! "I I \, I
@ ;6' O.C, V' '~/ j
" X 2" CKANNEL
LAG SCRE\VS SEE TABLE
~
1
AlTERNATE DOUBLE STRINGER
FOR CA'iTlLEVER OVER 3'
FROM !-.lAIN STRINGER
(2) INTERNAl L's OR RECEIVING CHANNEL
(2) '14' D:AME-:-ER BOLTS EACH A.NGLE
(') #10 X 1-1,'2' SHEET MElAL SCREWS
E.~CH A.NGLE
'.'/2" 1 3-1'2' SPACER 3LOCKS
ALUMINUM BEAM FRAMING INTO CORNER
OF WOOD FRAMED UTILllY SHED PlA"l 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 112" Plywood Spacer
Supporting Supporting Roof and Ceiling Loads Only
Wind Load I Applied Load I
110 M.P.H, / 25 :liSq, Ft I 120 M.P,H, I 29 :liSq, Ft I '40 M.P.H, I 4D :liSq, Ft I
Header Size I Header Size 1 Header Size I
(2) I~I (21 I~I (2) 'N.! i2I I~I (21 I~I (2) I NJI (2) IN.! (2) I NJI (2) I~I (2) I NJ I (2) I NJ I (2) I NJ\
Roof Span 2 x 6 2 x 8 2 x 10 I 2 x , 2 216 218 2110 21'2 216 218 21 10 21'2
Lumber Grade Lumber Grade 1 Lumber Grade
S P.F, 02 po,,,,,, 1 '2 ?i.", .2 PI'lE SP F. , .2 PINE I '2 PINE '2 PINE I S,P F. .2 PINE I '2 PINE '2 Pl......e
Building Width Building Width I Building Width
2 019'.9'. 11 i 26,1 l' i ' I 36.1" I' I 43'.'" 1 ' 118'.1" 1 ' I 34'.' 0" i ' I 34.10"1 ' 1 4 ',.7" I' I 1T..J," I' I 32'.'" 1 ' 1 32'-' " 11 38-5" I'
6 . 3"0" I' ! 20-0" : , I 25,'," 1 ' 12S.10" I' , 3'.2'. ,1 24.2" I' , 24.2" I' 128.10" , 1'1,'," i' I 22',3" I' I 22'.3" i' 1 26'.8" : '
I
10 1j....s.. I' I ',S."" I' I 21.1" I' 25.2" I' "'.1" I' ',6'.3" I' I 20-4" , ' I 24'-4- I ' I '0'.," I' I 14'., 1'" ' , 8.S" 11 I 22.6" i 1
14 , 8'-4" 11 I 15'.," I' 1 ',8,"" I , I 22.0" I' g'., '" 11 i 14 '.0" 11 i ' 8'.~" I' 1 21.9" I' I g'-O" 11 I ' 3'-4" I' I ',6'.S" I' I 20'.,- 12 I
18 S.o' i' 113,' 1 11 I 17'-4" I' 1 20-8" I' g'.1" I' , 3'-4" 11 1 16'.9" I' 1 20'~" 12 1 8'-4" 1 ' 1 12'.3" I' 1 15'S 12 I ' 8'.0" 12 1
22 8, 10" 11 112.11" I' 16'.3" I' I ' 9'-4' ! 2 ! 8.6' " , 2.0" I' I 15'-<,!" I' I '8'.8" 12 i ,..g' 11 I 1,.5" 11 I 14.5" 12 1 17,3" 12 1
' '
26 8-5" 1 ' I '2.3" i' , 5'-4" I' 1 18'-4" 12 I 8.,,, 11 i ' '.10"11 114'.'0"12 I 11'-8" 12 1 7"-4" I' 110,'0"12 ! '3'.8" 12 I 16-4" 12 1
30 8' ...,.. i ' ,.g" 11 14.8" 12 1 17-5" i 2 I 7.8" \1 12 116.'0"12 I 12 : 12.' '''12 I
'V i' " 1 ' ,.3" i '4'.'- i'.O" 1 ' 1 1Q' -4" , 5. i" i 2 i
32 T.l0" 11 1 "'<;' 1 , 14'-4" 12 I ".," 12 I T.6" I' I ",'~" I' 1 '3.10'12 I ',6''<;- 12 I 6,10' ; , 1 '0'.'" 12 I '2.9" 12 I 15.3" 12 I
1) N J IS t~e re~JlreC: n'Jmber of Jack slues If ;"e nUn",per .p! jac" 51ud5 '5 (') then \r,e header may be 5uppolied by a SemC::l or equal :0'5\
Notes: buCk e\
Jac", 5'0ds aie a5sumed 10 be #2 SP'uGe p',oe, or r,r
2) Use" 0 M P H /25 Sq FI for W1no ces'g" SP~5 less ;han 110M P H
3} S~.JJidJ(l9 ""'lC:~ IS .'T1easu;e-c per;.enQI:;u:ar lJ :,'"'le r1j.;e For '^I!O~hs t>e!wee,'1 L"'cse s,~cwn, s~a:")s may :,.e J')~e?o;a:ed
I~v-
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DET AIL #1
LAG SCREWS SEE TABLE
'-.-- ~r
i. .
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WOOD BEAM
tAG SCREWS SEE TABLE
THRU BOLT SEE TABLE
~"x '2' X 118"
AlUMINUM STRAP
3' X 3' X 118"
AlUMINUM PLATE
AlUMINUM U-ClIP OR ANGLE
TH'CKINESS EOUAl TO OR
GREATER ThAN POST
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"" ,~ I' AlUMINUM POST
~ SEE TABLE
~~ 1
~ i Vl ~ 2" X 2" x 1/8" AlUMINUf.4
:::E - A."iGLES "'YITH (2) ',/4" X
Q' :~r: THRU-BOlTSSEETABLE
I I ' <
, . ,
AlUMINUM POST
SEE TABLE
THRU BOLT SEE TABLE
MASONRY A.NCHOR
SEE TABLE
DEi AIL ::2
CONVENTIONAL ,4.LtJMINUM CONSTRUCTII')~!
FORCH POS r CONNECTION
~i.l~
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6-
'14' X 2" LAG BOl T (2) PER POST
'.12' TOP A."iD BOTTOM PLATE
SCR~W 2".JJ" OC,
TYPICAl POST
#1011-1/2. SCREWS (3) MIN.
PER PeST TOP A."iD BOT,
114' VASO'iRY ANCHOR (2) PSR
INTO CONCRETE SCREEN ROOM
(2) AT POST A....D 2""," OC.
ALUMINUM SCREEN ROOM WALL
UNDER WOOD FRAME PORCH
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PL YWOOO (PT) SPACER NAILED WITH
#16d COMMON GALV. (2) EACH :~' O.C.
CENTER OF GIRDER B-B
2.6 FLOOR JOISTS FASTENED TO
DOUBLE 2 x 8 GIRDER WITH SIMPSON "
H.25 HURRICANE A."ICHORS AT 16" OC'~ 'i~ : " "".....
CONCRETE BLOCK PIERS AT 8'.{)' O.C, I
CONSTRUCTED ON 4 x 16 x 16 CONCRETE ,)!
FOOTI~,G PAD, CELLS POURED SOLID W~I,rn" " ",-' 314' PRESSURE TREATED PLY'NOOO
(2) #50 BARS AND (1) SiMPSON H~ : ' : OR 2 x 6 PRESSURE TREATED DECKING
ANCHOR IN EACH CELL FASTENED TO L . I .
DOUBLE 2 .8 GIRDER ~-,'J'...
a,'~ ~ ~ CONCRETE BLOCK OR TREATED WOOO
~W p'CLns ;.T a'.{)' 0 c,
U)
. r-
I ''-7 ' ',.1
FOOTING TO DECK CONNECTION SECTION A-A
CONCRETE SlOCK PIERS AT 8'.{)' D.C.
CONSTRUCTED ON 4 x '6 x 16 CONCRETE
FOOTING PAD
AUGER AT EACH PIER FASTENED TO 2 x 6
GIRDER WITH FiJlT STRAP
2 x 6 FLOOR JOISTS FASTENED TO DOUBLE
2 x 8 GIRDER WITH Si.\o1PSON H-2,5
HURRLCA....E ANCHORS AT 16' D.C,
OR 2' x 6' JOIST BUCKET
314' PRESSURE TREATED PL Y\\lOOO
~ OR 2 x 6 PRESSURE TREATED DECKiNG
~
ALTERNATE FOOTING TO DECK CONNECTION SECTION A-A
2'.{)' MIN.
BEFORE SLOPE
OPTIONAl CONCRETE CAP BLOCK
OR BRICK
;'1 /-- ---
., U ,,-
,- r:-'1
I 1_J
~ ~~~~' -~-
N
"' [1.
RIBBON FOOTING OR MONOliTHIC _________::.. -. _ _ _,__
IF MONOLITHIC SLA.l3 IS USED SEE NOTES <<>. ~ '
OF DETAILS BELOW T-
(') #4 BAR AT CORNERS AND 10'.{)'
ON CENTER FILL CELLS AND KNOCK OUT
BLOCK TOP COURSE WITH 3000 PSI
PEA ROCK CONCRETE
" 12'"
A.NCHOR AlUMINUM FRAME TO WAlL
OR SLAB W1TH 1/4' x 2.112' MASONRY
ANCHOR WITHiN 6' OF POST AND 24'
ON CENTER MAXiMUM
(1) #4 BAR CONTINUOUS
8'.8' x 16" BLOCK WALL (MAX. 32')
(1) #50 BAR OR (2) #40 BARS
MIN. 2-112' COVER
i"',~
CAlVo METAL STRAP (14 GA x n
KNEE WALL FOOTING FOR SCREENED ENCLOSURES
"',
,-'1]'
U ------
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ALLiMINLJM ATTAChMENT
3.112' CONCRETE StAB 6 x S - 10 x 10 WELDED
WIRE MESH OR FIBER MESH CONCRETE
VISQUENE VAPOR BARRIER UNDER SLA.l3S
HAV,NG STRUCTURES ABOVE
CO:-'CRETE FILLED aLOCK STEM WAlL
8' x B' x 16" C.M.U,
WELL CC~PACTED CLEAN FILL OVER SACRIFICED
NATl,;?Al SOIL 90% REiJlTIVE DE~SITY
8' x 12' CONCRETE FOOT',NG Willi (1) #5 CONTINUOUS
LOCATE ON UNDISTURBED NATURAl SOIL
(1) #5 VERTICAl SAR AT CORNERS A.ND 10'~' O.C,
RAISED PATIO FOOTING
,/
3- 112'
7"
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- - - -
--------
--------
1"- 8'-/
=._}~--- -.--
Q, _ =t......-=_=_=
TYPE I
FiJI T SLOPE / NO FOOTING
0- 2'/ '2'
l)'PE II
MODERATE SlOPE FOOTlNG
2"112'. ,'.10'
NOTES:
(1)#5BARCONT.
~
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.;
'"
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=-~,7=.~= :;-
1..
;/- 8' -;/
TYPE III
STEEP SLOPE FOOTING
> ".1D'
" NO FOOTING REQUIRED EXCEPT WHEN ADDRESSiNG EROSION EXCEPT FOR EXISTING
SI..A8 WITHOUT REINFORCEMENT, THEN TRIBUTARY ROOF AREA LIMITED BY TABLE 2 . 4
2. MONOLITHIC siJlas OR FOOTINGS SHALL BE MiN. 2,500 PSI CONCRETE WITH 6x6-10.10
WELDED WIRE MESH OR FIBER MESH MAY BE USED 'N LIEU OF MESH.
3. IF LOCAl BUILDING CODES REQUIRES A MINIMUM FOOTING USE TYPE II FOOTING OR
FOOTING SECTION REQUIRED SY LOCAL CODE. LOCAL CODE GOVERNS.
SLAB DETAILS ADDRESSING EROSION
(1
-L-EJL: , - ".
.' .. . ., to
. -...,
r--- , 2' ---'
(2) #5 BARS EACH WAY
MAXIMUM UPLiFT #
',6' x 16' 548#
24' . 24' 978#
~. x 3D' 1,388#
I
~' _ '3
~I.' " ~ '
31 --3
r"~ r__-
:. j~&7~- .
~-~
8' x 8". ',6' CONCRETE aLOCK
8' . 24' x 24' POURED CONCRETE PAD
(2) #5 BARS (18' LONG) EACH WAY
CONCRETE POURED CELLS WITH #5 BAR
'.SAKR'OTE REI\DV MIX w' CRAVEL)
PAD FOOTING
J TO WOOD DECK 0,'< BEAM
AlTERNATE POST: 4'.4' P.T, - r-: ~----- FOR AlU~INLiM ROOF
....'
/~ / A.':/X;/><<~~ 8 >':~^';~~>~,,/~ / /
/ / <....:.<.'</,</...... a. ~/:-</..:.. "..../ / ~
>;>),,'/....;.,;.>-.; ... i:/;,/'YZ</:
, /.'0~'/'" < 1\'/0-:-( /
A / &;.02;))~ ~ i;;'>:'/,:~~'Y / /
,::JJ//;' ;~%~~ ~ 8ff~,~~// /,'/
~<//.00 '; 1'<.0:0 <<,,/ / /
A. VIRG,NSOIL ' . ,~. ' /~
B. 1S"x.16"x4'CONC.P / /,' ".,.@ l~ I:@'/ //
c. 80 Las, 2500 PSI CONC, <</' .. .... /;
D. RE?LA.CEDSOIL / / / /./ / / / /// /
E. 114' x 2.114' EXPANSION aOLT / / ./ / / / SEE PORCH POST CONNECTION
(2) EACH PER BASE DETAILS
ISOLATED FOOTER
3' x 3' AlLJMINUM POST OR
J6' 4' x 4' P.T.P. POST IN GAL V, _1fT
( I POST ANCHOR AND 4-1/4' x T
\ -1-- 2-114' MASONRY SCREW -.1_ I
\- -, ~
' . 3-112' StAB . -.',
. i. ~ _ _ .!. _ t _ _ ,jO.
-"
....~ 16' MIN. -,I
POST TO SLAB DETAIL
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ALUMINUM STRUCTURE FOOTING
2600 PSI CONCRETE WITH (') #5 BAR CONT.
MINiMUM 2-112' OFF GROUND
AlUMINUM STRUCTURE FOOTING
2500 PSI CONCRETE WITH (2) #5 OR (3) #J BAR CO~T.
MINIMUM 2.'12' OFF GROUND
-." 8"
RIBBON FOOTING TYPE II
RIBBON FOOTiNG TYPE I
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SEE TABLE 5 FOR LOAD A.'ID
FASTENI"G SCHEDULE
~
HEADER STRAP CONNECTION DETAIL
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SEE TABLE 5 FOR LOAD A....D
FASTENING SCHEDULE
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TOP PLATE STRAP CONNECTION DETAIL
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i I FASTENiNG SCHEDULE
~
SilL PL~;E STRAP CCN~~ECTION DETAIL
ATTACH SHINGLES TO COMPOSiTE ROOF PANEL
WITH INDUSTRIAL ADHESIVE'
(2) CONTiNUOUS 114- LINES PER SHINGLE 4' TO S' OC,
, CHEI-A REX-Pl PREMIUM ~ URETKA."E ADHESIVE
'OSI. RF140
_ AlUMi'lUM FACiNG
EXPA....DED POLYSTYRENE DR POlYISOCYA.'1 U RATE
NOTE: MINiMUM SLOPE 114' PER FOOT WrlEN INDUSTRIAL
ADHESIVE IS USED FOR ATTACHME.'H
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1-3/8" x 0.040" FLAT METAL STRAP
Metal Strap Load and Fastening Schedule
'.3/8" x 0.040" Flat Strap
Fas:ener
Size Product I Dimens;ons Schedule Wind
W x L Nails Uplift
S AB~OS 1-3IS" . S" 5 540
10 AB100 5 548 779
12 AB120 7 745 897
14 AB140 8 864 1,039
",5 AB"oSO .9 972 1:,69
1-3/8" x 0.040" U . Strap
Dimensions Fastener Allowable Loads
Size Product W = 1.3IS" Schedule Wind \ EarthQuake
S x H Nails Uplift Uplift
5 ABU105 3-5:8" x 6.' 2 432 ! 518
8 ABU1C8 3-5i8" . 8" 864 1.037
10 ABU110 3.5/8" x ": 0" I'> 1295 1.555
Note:
Number 01 nailS re'e's 10 number each s'0e of COMecllng cr,embers or each
s,de of U-slrap
Nails to ~~ hot Oippec galvanl.:eC smOOI' sha~,k (' 00) 9 ga x, .112'" M,n
Maximum Uplift Load For Stud To Top Plate For Detennination Of Hurricane Anchor
For Various Pan Or Composite Panel Spans And OYemangs
Shld Spacin-g I 4 I S I 6 8 9 10 11 I '2 IJ
UJ 16" OIC I -,5-' I . 92 ! 2~' 2~; 3)0 :,.0; :;as ~24 <.52 :.:;,
2.00 "4" OIC I 232 ! 2:-~ ~8 ~ ~05 ~~ 0-- sao S3a E;'? i:--' I
.<. I
, 2.66 lZ- OIC :>"".8 I ~.:-S <.52 :2; S", :- 5~ I 7i, ~8 , 225 1):;2 I
, 4.00 48- OIC """ ,80 5~ B' 2 So. ~~ '. ',S() i ' 276 . ~92 ";M I
<.
Room Projection (P) Sum Of 1/2 (P) + Overhang
OYemang 8' 10' 12' 14' 16' 18' 20'
I 0' 4 5 6 7 8 9 10
r l' 5 6 7 8 9 ',0 11
2' 6 7 8 9 10 11 12
3' 7 8 9 10 11 12 13
VVind Load Convtrsion Table For MU:lmum Uplift Loa
Wjnd Appj,~~ Cot'l~r"SIOl"l
ZDr,~ lud lwI..,lt'pLt-f
'02 19 '00 i
, ~ , 0 ~ , ,g---,
- ~ 20 " ,~ I
,-~Z5 <.l 1.~2 I
'~ ~ ,,~O I
--- --- ----- .__J'____,___, _ ...._'___ ____ .__, _______ __________.____ ___ __ _ ___ __.. " ,'_____u_ .._..~__ _____._ __.___"... _____.__________.___.....__________.
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Table 4,1.1:
Column Capacities Supporting Conventional Construction
Maximum
Maximum
Allowable Roof Area ,n
Square Feet for Vanous Loads on Post
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I 11, I
2".3".0.050" Hollow ExtruslOn. Aluminum Alloy 5063 T-?
~Ma'ximum-l --Maxim"urn
He'ght , Load in Lbs.
1~':~;
Load ,n Lbs.
.1
Allowable Roof Area in
Square Feet for Various Loads on Post
;~~~
~~
,
r---T.:.
11':11
" I
I 3" x 2" x 0.070" Hallow ExtruslOn. Aluminum Alloy 6063 T-?
I Maximum
He'ght
r-,-"
:- s-':'
i i~."~ 1,Jo~
r-----rr.~ ',4':11
I 3","f'x 0.040" Rod Formea'. "'Iuminur:; Alloy 3105 H.14
h
I Maximum Maximum
I
I
I
Maximum
Allowable Roof Area ,n
Square Feet for Various Loads on Post
:~
Load in Lbs.
~:~:
Jo
!.(
Height
1(;-
Allowable Roof Area in
Square Feet for Various Loads on Post
L0ad in Lbs.
I I 'a
1,100
Ji
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~:
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3" x 3.' x 0.050" Roll Formed. Alum,num Alloy 3105 H.14
Maximum Maximum
Height
~~
Allowable Roof Area in
Square Feet for Various Loads on Post
i o:::.~
I
I :~ ,0 : IJiJ
I i ':I-C 1,:lIS
, 3" x 3" x C 060" Fluted Hollow Extrusion. Aluminum 6063 T-?
,
~ Maxlrnum
i Height
! ,; -11,)
Maximum
Allowable Roof Area in
Square Feet for Various Loads on Post
bl
Load in Lbs.
J.4:.,.,O
~
I
~ ~: ~ ~:
1 (pi',",
~~~:
i ~l
~;
Example:
Fire Roof Area Neec'ea Area == 'A' P8'st Spacing ='S' StrJctwre Prc;ect1on = ....N
A = S x (N12 + 0 H), ~ 'S' = T, W = , 2'. ard 0 H. = 2' then 'Area' = 56 Sq Ft
For a 10'.11" post at'ld ~ 20 m p h WI0C lead Of 23 # .' Sq Ft pes f c,10'ces are
') 2" . 3" Snap Section
21 All post Sizes liSle<! belOW t,oe 2" x 3" S~ap SO<:lIon
V'Ihe'e :00 condltior,s d'ca~e a post he,got of 10' ,n a 120 MPH Wind zone a 3".3.' Rell Formed COULD
NOT OlE used because "nen It IS more than 1 0' tall It can on'y SUPPOr1 39 SF of roof On t~,e otr,ef hand. a 3" .
3" Fluted "os, With a post he'ght of 10'. T' can suppor1 an area of 128 square feet of area 7hus. des'gn mus'
satisfy both height and area requl~er:',ents
Table 4.1,2: Column Capacities Supporting C onventjonal Construction
umlnum osts
3" x 3" x 0.090" Hollow ExtruslOn - Aluminum Alloy 6063 T-o
Ma.imum Maximum Allowable Roof Area In
Square Feet for Various Loads on Post
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
.J.
o.
jO
I
I
I
4" x 4" x 0,125" Hollow Extrusion - Aluminum Alloy 6063 T.6
Maximum Maximum Allowable Roof Area in
Load in lbs. Square Feet for Various Loads on Post
'1
I
I
I
1
3" x 3" x 14 Gauge Post. 46 k.s.i, Stee I
Maximum Maximum
Load in Lbs.
Load in Lbs.
I
4" ( 4" x 14 Gauge Post. 46 ks,i, Steel
'o1aximum Maximum
'"
I 0
14::'>
.,
osts
Allowable Roof Area in
Square Feet for Various Loads on Post
Steel
Allowable Roof Area in
Square Feet for Various Loads on Post
Allowable Roof Area ir
Square Feet for Various loads on Post
Table 4,2: Schedule of Allowable Loads I Maximum Roof Area for Anchors
Anchors into wood for ENCLOSED buildings
Allowable Load I MaKlmum load area (Sq. Ft.) @ 120 M.P.H. Wind load
Diameter Anchor Number of AnChorS
It Embedment , 2 3
114" x '" 254#1 I I .SF 528#122-SF 792#.'33.SF 1056#144.SF
11;4" x '.112" 39G#l17.SF 792#/33- S F 11 88#150-S F , 584#/66-S F
11/4" x 2,1/2" 660#/2S.SF 1320#15S-SF 1980#iB3-SF 2540#1 I I O-S F
5116" . 1" 3'2#113.SF 524#/26-SF 9305#139.SF 1248#.':2-SF
f5i16" x 1.1/2" 458#.' 20-S F 936#139.SF 14C4#/59-SF lB72#173.SF
; 5116" .2.112" 7 80#133. S F 156Q#i65-SF 234Q#,98-SF 312C'#1130.SF
i 3/8" x,,. 356#1 15.SF 712#/3Q-SF 1005C11145-SF 1424#i59.SF
316" . 1.1/2" 534#.'22.SF 1:J-5C1114 5- S F 15020i67.SF 21305#i89.SF
3,6" x 2.1/2" "".coI37.SF 1730#1~ 4-5 F ~S-~::..~ SF 3SI3C~j'G? SF
Anchors into concrete for ENCLOSED buildings
Allowable Load I Ma.imum load area (Sq. Ft.)@ 120 M.P.H. Wind load
Diameter Anchor
x Embedll'lent
I 1/.1" )( 1.1/2'
i 3i6" x 1,' 12"
112" x , .1i4"
Num be r of Anchors
4
'\I):~" :c.SF
4223#1176.SF
7Si#l3i.~::
1 514#:1:i3-S"
2', ',4~a8.Si'
2886#1'20-SF
2r' #,")5-Se
31;'O,I:'2.SF
4322:' eQ-SF
, C57#144-SF
~ c.4'2#i6C-SF
5772#,'24;.SF
Table 4.3: Fastening Schedule for Wall Cladding
Connection Fa~ener
25/J2 Fiberboard Sheathing 11-3/4" gal'..arHzed roofing nail
i 80 common nall
Number or Spacing
3' 0 c at eoges
6' 0 c at other beanngs
4" OC at edges
a" 0 c. at other beanngs
4~ 0 C at eoges
3' 0 c at other b€anngs
i'" o c 00 ceIlings
8" 0 c on wal!s
roc on ceilings
8" 0 c on walls
1/2" Gypsum Sheathing 11 ga. 1.112- ga!V<ln1zed
i/16" head
51S" Gypsum Sheath,ng ; 11 ga 1.3,4' gaivan,zed
7;':6" head
'/2" Gypsum Wallboard
I ,.3i8H d;ywaU nail ..
5i6" Gypsum WallboHd
I" ';12" dl)'waU nail ~.
I
Particle Board Siding
5/1 6" . 1/2"
5iB"
314"
6d
8d
Bd
dboard Lap Siding, Over Sheath,ng
I I' 8d corrOSion resistant wHh
I Direct to Studs I mtnlmum 0099"0 shank and
I ! m,nlmum 0 240"0 head
I
I
116" 0 c
1,6' 0 c
I
at top and bottom eoges
Over Sheathing
II 10d corrosion res,stan1 wl\h
minimUm 0099"111 shank and
minimUm 0240"0 head
16d corrOSion resistant WIth
I rrllnimUm 0 092"" sharLk and
minImUm 0225"0 head
16" 0 c al edges and ' 2" 0 c at
Ilnte~edlate suoports
I
/6' 0 0 al e0gesar,Q 12.' c c at
i In\€'I17\euate supports
I
at top and bottom edges
Direct to Studs
Over Sheathing
3d corrosion resistant with
i minimUm 00'32"0 shack and
i minImUm 0225"" head
F'berglass sheath,ng may be slapledJslOg 16 ga galvan,zed staples '.118"long 0f 112" sheathing and '.11
2" long for 25J32 sheathing Stap:es 10 have minimum crown of 7/16" and spaced]" 0 c at edges and 6" 0 C at
other beanngs
- Drywall r,a,ls shall confonn to ASru C 514
1 } Siding applied to 5,8" :leI wood sheathIng, , 5/'32 wood structural panel Of 1l2~ ;:: 3t1lcleboard sheathing
2) Corroswn resistant naIls spaced 6" on cenler at edge 8" on center at IntermedlJ~1t supports Nails shall
have a minimUm edge distance of 318"
3) Siding applied to studs spaced 24" on center maximum
4} Siding applied directly to studs spaced 24" on center maximum
5} Use annu1ar or spiral thread nal;s fOf combll""latlon SubnOOf I under1ayment
6) ~JlI must be of sutfclenlleng~h ~D JccomfT'odJte :r1Ick:iess of sldll'~g 3nd sreJ(..... ng d '.j'S,~d, In'J ailow
mInimUm stud penetratJon of ','/2" II1C:les
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PAN ROOF ANCHORING DETAILS
EXISTING TRUSS OR RAFTER
SEAlANT
HEADER (SEE NOTE BELOW)
#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 314' S.M.S, AT 12' ON CE,'<TER
#8 X 9/16' S,M.S, (3) PER PAN
AND (') AT RISER
Al TERNA TE CONNECTION:
#8 X 1.1/4' SCREWS (3) PER PAN INTO
FASCIA THROUGH PAN BOXED END
EXISTING FASCIA
ROOF PANEL TO FASCIA DETAIL
/
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// /["" F..&~
, ' f ~ l
o.ol
:~
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HEADER (SEE NOTE BELOV,')
#8 X 9/16' S,M.S, (3) PER PAN
ANO (1) PER RISER
FOR MASONRY USE 'w x 101/4' TAP-CON
ANCHOR OR EQUAl AT 24' ON CENTER
FOR '."!')OO lJSE #1~ x 1.1r2' $..'..13,
OR \'000 SCREW. AT 12' ON CENTER
ROOF PANEL
#8 X 9/16' 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 WITH (3) EACH #8 x 1/2'
LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2' WASHERS.
ALL SCREVJ 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 ANC THE ABOVE SPECIFIED RIB SCREW,
~ ,~~
W~ ,0>
//\~~
\ \
\ ,
\
\
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---
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l' FASCIA (MINIMU~)
BREAI< FORMED METAL
SAME THICKNESS AS PAN
(MINIMUM) ANCHOR TO
FASCIA AND RIB OF PAN
AS SHOWN
#8 X 314' SCREWS @6' OC.
#8 x '/2' SCREWS @6' OC.
-~
~
HEADER (SEE NOTE BELOW)
#8 X 9/16' S,MS. @ 8' O.C,
ROOF PANEL
FOR MASONRY USE 114' x 1.1/4' TAPCON
~~W~O~RU~~Ut,o '1:~;9:f,~s OR
WOOD SCREWS@ 12: O.C,
EXISTING HOST STRUCTURE:
WOOD FRAME, MASONRY OR OTHER
CONSTRUCTION
ALTERNATE ROOF PANEL TO WALL DETAIL
NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 X 112'
LONG CORROSION RESISTANT SHEET METAl SCREWS WITH 1/2' 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
~
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--.J~u:q:,'~~~ ---
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./
EXISTING TRUSS OR RAFTER
#8 X 9/16' SMS SPACED AT
8' OC. BOTH SIDES
ROOF PANEL
#10 x 1.112' S.M.S, OR WOOD
WOOO SCREW (1) PER RAFTER
OR TRUSS TAIL
#10 X 314' S,M,S, OR WOOD
SCREW SPACED AT 12' D.C.
#8 X 9116' SMS SPACED AT
8' O.C, BOTH SIDES
EXISTING FASCIA
ROOF PANEL TO FASCIA DETAIL
~/~-
~~/;~ ~/~'~L~ . --
j ~ 'fu
I 11. 0
J-.-~
""'-.... '
. '~
EXISTING HOST STRUCTURE
WOOD FRA!-AE, MASONRY OR OTHER
CONSTRUCTION
#8 X 9/16' S.M.S, SPACED AT 8'
ON CENTER BOTH SIDES
FOR W.SONRY L;i"E 1/4' y '.1!~' -A~'';ON
" NCHOR OR EQUAL AT <4' ': '; 'JENTER
FOR WOOD USE #10 x 1.1/<.' S.M.S, OR
WOOD SCREWS AT 12' ON CENTER
ROOF PANEL
#8 X 9116' S.M.S, SPACED AT 8'
ON CENTER BOTH SIDES
ROOF PANEL TO WALL DETAiL
NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTIS OR THE SUB-FASCIA
FRAMING WHERE POSSIBLE ONLY 15% 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 OR PANS "1", THE WAlL
THICKNESS SHALL BE THE THICKNESS OF THE AlUMiNUM PA~ OR COMPOSITE
PANEL WALL THICKNESS, HEADERS SHAlL BE ANCHORED TO THE HOST
STRUCTURE WlTH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO,
THE ANCHORS DETAilED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H, FOR
SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPA~ OF THE ROOF PANEL FROM
THE HOST STRUCTURE.
_ - 6' -,t' 10' ,
#8 x 1/2' ALL PURPOSE SCREW
@'2'O.C.
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BREAl<FORM FlASHING ,
\,
~\~/ I }
FASTENING SCREW SHOULD BE A MIN.
OF l' BACK FROM THE EDGE OF FlASHING
3' COMPOSITE ROOF PA"lEL
SEE SPAN TABLE
/
/
1
ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS
1. FLASHING TO BE INSTALLED A MIN, 6' UNDER THE FIRST ROW OF SHINGLES
2. STANDAJRD COIL FOR FlASHING IS 16' .019 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 FtASHiNG 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 FtASHING
8, WHEN SEPARATION BETWEEN DRIP EDGE ANO PA~EL FtASHiNG IS REQUIRED
'/2' SEPARATION MINIMUM
9. STRIP SEALANT BETWEEN FASCIA AND HEADER PRIOR TO INSTALtATION
PAN ROOF ANCHORING DETAILS
E- SEAlANT
r~--__ PA"< HEADER
/ (BREAK-FORMED OR EXT.)
/ __ #8 X 9-16" S.M.S, (3) PER PA~
;;,- ~AND (')AT PA~ RISER
~-........
RIDGE CAP
HEADERS A"<O PANELS ON
BOTH SIDES OF BEAM
FOR GAaLED APPLICATION
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#8 X 9/16' S,M,S, (3) PER PAN //
A"<D (1) AT PAN RISER
#8 X 9116' S.M.S. (3) PER PA"<
ALONG PA"< BOTTOM -
"~ PA~ OR COMPo ROOF PANEL
Al TERNATE CONNECTION:
#8 X '.114' SCREWS (3) PER PAN
INTO BEAM THROUGH BOXED
E,"<D OF PAN A"lO HEADER.
ROOF PANEL TO BEAM DETAIL
~--:--~---~
~~~ FASTENING PANE~S OR PANS T~' f' RO~F PANEL (PER TABLES)
WOOO PtATES SCREWS SHAll HAVE A SECTION 7
MINIMUM EMBEDMENT OF l'
I
FOR COMPOSITE ROOFS FOR PAN ROOFS'
#10X(t+1I2')SMS WITH 1.114' I (3)EACH#8x'I2'LONGSMS
Dlf"'v1ETER FENDER W,62HERS l FER 1?' PA."El
@ 12' D.C, (LENGTH = PANEL
THICKNESS + 1") @ ROOF BEARING SUPPORT G
ELEMENT (SHOWN) AND 24' OC, @ IN BEAM
(PER TABLES)
NON-BEARING ELEMENT (SIDE WALLS) ~
ROOF PANEL TO BEAM FASTENING DETAIL
(') #8 X 1/2' WITH HEAD S.M.S,
TOP OF EACH RISER
#10 x 1-112' WASHER HEAD S.....S.
THROUGH BOX HEADER 12' O.C,
INTO HOST STRUCTURE
NOTES:
1, WHEN HOST STRUCTURE IS MASONRY
USE 1/4' X 1-1/4' DRIVE PINS OR
1/4' x 2.1/4' THUNDERBOLTS
2, FASTEN THE EXISTING SUB-FASCIA
TO RAFTER TAILS FIRST WITH
#10 X 3' S.M.S,
BOX HEADER
BEAD OF CAULKING AlONG TOP OF
BOX HEADER
/~
r
ROOF PA~
(3) PER ROOF PAN #8 X 318"
wi HEAD S.M.S, O.C, INTO BEAM
(3) PER ROOF PAN #10 X l' WITH
S.M.S, THROUGH ROOF PA"l ANO BOX
HEADER O.C. INTO HOST STRUCTURE
PAN ROOF AND BOX HEADER
FlASHING 0.024 OR 26 GA GALV.
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\ /,
\ ! I
xl
/J.~
2'x 2'x 0.06' X BEAM DEPTH
+ 4' ATTACH ANGLE 'A' TO
FASCIA WITH 2-318'tAG
SCREWS AT EACH ANGLE
MIN, 2' x~' X 0.050' S.M.B,
(4) #10 S,M.S, AT EACH A"lGLE
EACH SIDE
@
-@
i @
'-@
A = WIDTH REQUIRED FOR GUTTER
B = OVERHANG DIMENSION
BEAIA TO WAlL CONNECTION: 7'-- A -----r'
(2) 2' X 2' X 0.060' EXTERNAL Y MOUNTED ANGLES ATTACHED TO WOOD WALL WITH MINIMUM
(2) 318' x 2' tAG SCREWS PER SIDE OR (2) 114' x 2-114' CONCRETE ANCHORS TO CONCRETE OR
MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH lARGER THAN ~'
(ALTERNATE) (') 1.314' x 1-314' X 1-314' X 118' INTERNAL U-CUP ATIACHED TO WOOD WALL WITH
MIN, (3) 3/8' X 2'tAG SCREWS PER SIDE OR (3) 1/4' X 2.114' CONCRETE ANCHORS TO CONCRETE
OR MASONRY WALL ADO (') ANCHOR PER SIDE FOR EACH INCH OR CONTILEVERED BEAM
DEPTH lARGER THAN ~'
~ I 0 0
RECEIVING CHANNEL OVER BEAM ~\o
ANGLE PROVIDE 0.060' SPACER
AT RECEIVING CHA"lNEL A"lCHOR
POINTS, (2) #10 X 2.112' S.M.S, 0
AT RAFTER TAILS OR 2' ON CENTER
MAX, WITH 2' x 6' SUB FASCIA
NOTCH ANGLE OPTIONAL
MUST REMAIN FOR ANGLE
STRENGTH
2' X 6' SELF MATING BEAM WITH
(4) #10 SHEET METAl SCREWS AT
EACH ANGLE EACH SIDE
CANTILEVERED BEAM CONNECTION TO WALL AND FASCIA DETAIL
---l
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12' WIDE x VARIOUS HEIGHT RISER [INDUSTRY STANDARD] ROOF PANEL
Table 7.1.1: Allowable Spans for Industry Standard RiserPanels (orVanous Loads
Aluminum Alloy 3105 H.140rH-25
T1i4-xl2~~,l;TT~~
:------o-pen "B0irdings ::nc)OSof;!d dUIId.lngs
--',~J'i"r\o--rA'p'pfi'e~~n~d'tlon _. IMna-~p--pliid Oy~mJn9 Condition
Reg,on : Load ,O"'~\".O~"-0~-Y-0~-- Reg>on 1 Load "JO'JrT~7:O~Y.Q""74'q-
-102 I~ P H-- 17-~-3".r-"'7-:----.S----,..3;-'7;-10'2M,P R- 2r--r:-',T~-::-.-:----:~
110M p';..r- ~O~-5'.V"--~'7'-7'..7- :T4----q:~'--110 ~,(p~JS--.r.~~"':~~~
'20 M PK'-n---,."'-~ O."-;"-nI7.~20 MP1G"-4'-J"'.~~'--.~rr
~-':15 M"_P~ 2S--P-~:~~~O--;-7~251l,~i- 4S-~~--4 ~ .:-+--~~
140MP~j~4'.~~C""'-i~.~?3~4-o1A",~~!~:-:'""". '),'" j' Q.r:
-r174"'.x-12 .. -[~::~... ~ ;rane'$
O'Pentful'idll"1g5 t:J1clo~d ButldH"IgS
~.VIr1O-:- ~a-o;;e~Lonolt'on VV'ind Applied overr;ang Condition
Reg,on Load "O"'~"':U"-'-7:O~Y:O""";"'T.0~ Reg,on Load "lG'JrT:O---7:O~T:o~q-:
""ll:211~4:-;-n I .4 ~--;--- ~ -7~~~02'Vl,~'2~. ... ? . ~ ".j I ~ .':'
.no\{p-~~ -~\; -i.,'j ....--:-,:.----~c-- -r.,-t~\C'-? L1l0V,p-r=r-~JS----S'-~-=~~-~J~_
"20 1;{.;r'i!.-2::-?...~.-".~-;-."..--o.~C'.r !20'1.lPl>: - -4"--..' -~o~.~,-
'2n1~,S-~3"T--;".~1'.~....,25'r;r~4,.---r.., 4. , ..,
"""l~Ol.j{",p-r:r--J~;r---,.~-o.~~~4lJM.-;r;:r.--~lr.'" ~"':l ~'6 ~.3 a.'j
'TlT~~JT ~s.er Pane.s
o-penguilU:~s S<;C10;.eQ BUildinGS
-\Nlnd AppllCCI ~~~dltJon 'Nind-~~-~::ondton
Region i LoaCl ~Oi'\;~~r-T~..--Y~.O~ Reg1o,", j Load ~O:\E ~~.. 2'-0 Y.:r-:-r~
'C'2"-y,~r---~.=-:-r-~~.:-l'O~,~~'::;..} .;, a.a 1~
'101,f~2~'O---:,-,-~;.~0"--1l1r\T~-J,-;.;--,,',' 0'" 0.3 3.",
'~O"-y.~~J-~,j-F.~--g'.~:;;--;---D-01l.?.H. 41 ;:'"'~'i ~., /." I S.,
''2rn,~r- ;--;~"57':~7.~c:n-;--l~25--1~r~ 4." ~~
-----rao:;r.~Jr~"6"'.:;--.r__~~140v_:~~~ 1-':) , ~-'"
-flT2"1:T2"x"rr,Ul-rr-ii-:s:er ~
Qpen BUildings c:.'"1Cjosed oUlldlnQ:S
Wind I. Ap?lled cve~l...ondltJon, -Wind)' Applied ~.ang Condltlon 1
Region I Lead ~Of~CT1";O~7..o-;-J'~ Regiol"l Load ~~~~Y..o~..o-i
,'C2~~7 .j 'oQ 7.,:, ~.;, ~1...~li2'\t.~2'3 O-'::l ::-." ~'~'.I
~0l;r,~'20 ':,-0 c.T1'" ~~fC"',5"""'1'lJll:P~~.v o.~
''2rr~.~2!~~:~,~ :\'0 il.,,:--l201~r"',rl. I 41 4'd -:.'.::
'25~2~~Q:2~~~~~25"v:~ 4.;, ~,'J :::,'j
"0' iJ.~~,.~"'-;.""'---7C1~7.----r.l0'l.l~;r-- 3." ,., ,.3
~'2~~~Panels
operi" BUildings
~~APPlled Q\'emang COl"c:tJon -'Nl~d i App!le~
Reg!on I Loa':l~0N-e---r-~7.:;'j~nn---;-l"~ L~f>g'Ol"t ! Loao ~OOc.
~tZ:-r,~r--~.;, ,c'~ ~t;,4 ,1n",""'""'f1T.~~'5'".:::
""P0l;r~2o---;-.r-'-".C-;-~~.'T1lO'1l~J'- ,.1u
,~rr~,~'1-Y---7".~7~n~~.~'2-o1l,P",H, 4' ~.;,
'2Sl;{.~2S--"g':lO ,. ~ ~r;-~25"\f,~",
'40T.1'~J~r-:-o., .. ,.~r-1JUT.r~. '.d
-----r.Trt~T2 x U:-OJr~Panel5
apen2Uiidl:1Qs r=J1c1osed 3ulldlngs
Wind ~a---ove~Condltlon lVTnd AppLed Uvertlang CondltJon
Reg'on ' Load "ONrT~7-'l~Y.o~.~ Region I Load 'JCN!:'"T:O---7~~q-
'0211,~"'----T~,;"~W:~~z:T102V,~2g---;-:1 ~'," ~.4 i ~~
,1'~.?~2o-3"-~~~~:;""',1~,~jS---o~ ~.":) o.'~,
''2'jV,P'l{'~2-r-~''''--O,-r-~T,~ ... Q01loT,?,H.' 41 ~~':)-1 ,.., .~'
'25V.~2~-;r~.r-!':;--~~25-Y.~-S';1 c' ~,3 I~,
,40~,~Jr---5'".g ,,-;-:l~n~T~~O"M~~~~--::: /.~, ~-'::l I
~2' j ~';1 I
,.,~'1'~ ;
I ~'J !
(.00 i ~
.,...~
Ertciosed o'.Jllolngs
U.....emang CondltJon I
1'() 7~:r~q-:
~"~i
o .:, '~. ~ ~
3.' ~.
~,~
~o~e To:al 'CCI :;ar,~1 '-'t1ot~, = rx~ ""0:.." :::'U$ ...-al< 'MC':f', >'~S c.ert'af'~
n
f
12'
/
12' WIDE X 3" RISER INTERLOCKING [INDUSTRY STANDARD] ROOF PANEL
SEE INDIVIDUAL PANEL SPECIFICATION (IN TABLES) FOR AllOY ANO THICKNESS
Table 7.12: AJlowable Spans for Industry Standard RiserPanels for Various Loads
Aluminum Alioy 3105 H.14 or H-25
i)" 112" 1 0.019" Riser Panels
Open BUildings
Ovemang Condition
.%NE: ".0"
! "r:;,:,"
'f".''''''
:C'S'
~ .7'
"J.'Cf
a'..," ',' I 3'.7" I 'C',T'
i)":' 1Z" l 0.026" Riser Panels
l___ Open Buildings
I '1Vind : ~ppiTi:d! OVf;r,,)ng Cor,dition
I RegIOn I Load ~N0.NE. "-\1.'1 2'-0" I~ i~
1102M.P,H. 17 i'3.1~"i..., ;4..€i' "5.2"116,':
,110M.P.H,1 20 '.2'.'0"1 '2'.'.113'-5" '5.1
~20 M,P,H. ~ 23 i', ~,',1~ I '2'.1" ~4'.5
!'25M.P.H-1 26 1".J.I".5' 13'.1C
1 ,"" M.P.H. I l2 'J'.2" I '0',",'
:)" x ~2" I 0.03,' RIser Panels
Open Buildings
Wind II Applied! Ovemang Condition
Region Load I NONE 1 1'.().. ! 2'-\1" I l.-\1'. i
1102 M.P.H.I 17 '5.5' '5-5" i .5',"'1
: 110 M.P.H. I 20 ' 4.2" I ,..,.. I
,Z!) M,P.H. I 23 lJ.3" '0"'0"1
125 M.P.H. I 26 '2".5" I 13'-1"
! ,"" M.P,H. 1 l2 ,,'.3 I ',',',,". '2...'
Wind
Enclosed Buildings
I Applied Ovemang Condition
Load I ~.ONE ,'-0.' 2'.()'. l'.().' 4'.()"
29 3',~" 9'-4"').'1 10',"" 'Z.2"
35 Ii"- 3'';;' 3.} .0'.3' " .0"
41 1..8" 7.11" i 9'~" 'ii,g' <1'.'
45 7'-.4 I .1 8 -4" 3'../)" I ";'..
S6 5',;-~ 6',~Cr I ;"";j" ,S'."" I :C'-4"
4-0"
Region
102M.P.H
110MPH.
120MPH.
125 MP.H.
,"" MPH, 1
14,4
'J.,'
.')< ,.
,;.."
'Z.o?
I ".1C'
,'/lnd
I
Enclosed Buildings ~
-, .1.p;>II~C; ~= Ovema-;-,q' ConditrO.~ !
Load ~ NONE) 1'-0" I 2'.a" )'.0" I 4'.a" J
29 I "J..g," i ',0'.'0" ',.--: ~2'.3' '3-':' I
~5 I g-,~" ~C'..s i ',;'.5" "7.7"
4~ 9'.2' 3'.1:" I 'C'.g" ! '2'':;
45 3...' g'.S' I 'O'S . \-<3'
5. ,.11" 8'-<3" g'.9" 11-"
Region
102 M.P.H.
110 M.P.H.
120 MP.H.
125 M,P.H. '
~4a M.P.H. !
4'-\1'.
Enclosed Buildings
Wind I Applied Ovemang Condition
Region Load NOSE: "-1)" 1 Z".(),. ; 3.-\1.'
1021~.P,H. I 29 ! ,~'-g' ",.".. I '2'.5" '3.)"
.110 M.P.H. 1 l5 1IJ.3" : '0'-1'.1 ,,'.5' .2'-3"
'20 M,P,H. i 41 9'.~'" 1a.~" ',0'-8" "'.{'
125M.P"H. I 45 g'S .-8" '0'-3' ".2"'
140 M,?H. 56 8'-6" 6'.3' i 3'-4'. ~C'.5'
':6'-3'"
15'--5'.
Note: Total roof ~ar.ei 'N'Clr: = :-oom 'N'at~ pfl..iS ',"'af! w'atr', :1\...S ::..err,arog
1J.g
Table 7,1,3: Allowable Spans for Industry Standard Riser Panels for Various Loads
Aluminum AJloy 3105 H-28
fJXlm,!n~panels
I open BUildings Enclosed BUllcl1rgs
Wind I Applied! fJvernang Condltlon I 'V\"'i'"nd I Applied I Uverhang ConditIon
1 Region Load 1'l000~-V"IT:Q!T~ Region Load r<OSE 1 1 .j)" ~-\1.
fl~IY:!'Ki'7 I 'J.1:; ! '3..' 1'0 1.5., 10'" nnr~2'1':"': i':O,: ' "~ I :~."
fllO'1<f,Pl1.i20 I,.., ',.:1 I 'J" i '4.' I .0" l'li>f.~J5 1 ,:<3 ". 1.'0 ,,::J
[1 '2'J1;{,l'l1.I 23 I"'" 1 '..' 1 '2"" ! '4-4 1 '4": 120'T.r.PH., 41 i d." I 5.', , 'C.,
im~:~.1 ,~2 1 " -4 ,1"'iJT'nI'n-1,nr~~o.o:: I 0'.': ,.~ ',C,:o
I~ ...) j2 I 1';.1 ) ~"...~~~-~~M'~~'I 1.,1.1 0" :0
p~" x 0.02& Riser Panels
I ~ BUIldings ~ Ul Ings
I Wlfld I' Applied I Overhang CondltJOn i Wln I pp Ie L ver ang n
h. Region Load i'i~.l)IY-~y.l)I'T~ Reg<on I Load [1'IffiiE!T.j)" i 2-0- :
,~nr.~~S-7T'S-~'Q"T'-~'3 13.c--ll)1;~'~E3;' "" : ." 1
['llm.1'l1.!10 114." I TYjT,Y: ,. .5.". j1~1l~ . ., I " I ,., 1'4-"
fl. 2U1l.1'l1.!1'J7'-:"Tf"~.j"'T"7~.. I S.;::-~-nm.PH, I I. ~O_:_'..J \Q., I 'I.. , 'Z..., , '4.1 ,
n~)1l.~'2bj'"~r~7.a I ~4-.4 I ,5"-.:J---n~,~rI~ 1"., I il.,-d 111, ,''3
n~.l~:2 I "., '\"T1'7~:r'3['4.:-T-lli1l~5o--j3.'.' 1 ,.
11"Xl,~:7R1ser' Panel s
i open Buildings Enclosed BuildIngs I
~Applled ~Cond(tlon I Wind I Applied I Uverhang CondltJOn I
, RegIOn I Load r;.1O'<~.o.....,~:' I /'.j)~~ Reg,on Load l'clffiiE 1 ' .()' 1 2'.j)" I 3'.()" I 4 ~:J
ml~ilTH.ll~!I'~T""'T' 1 PO+~O'1l1'l1.!13Tl3:.o: I H.'~ 1 '4,~: I;: :1:1:: :~
i'1~,.ll'l1.l10Ti""" 1 s-'7'I''5'TfT'7'.oT'o:r--T1rn~~2 5 1'2-, 13, I ' :: , .." I
h~0'Nl:nc-1Jj"5'=fTT5".o[l5"llT'S-.;;tl~~0'1l~.H. I 4 , _ I.' I ...,
c2)ll:~.i 26 uL!45 1 '4, 1'4',"-1 '5"~o.Q'2n~~ 1" " , 1.-0 14-'
1'Jll'Y . 1 ~ZTlj<7l':rTTlj , ~1ll'l1.l5r1V-'w "" , ,""
'''''
I
I
I
':":'~' 1
4-\1
:~ "
'''''
Note: Total -':>of panel.....,ICth = r,xm .....ldU., pJI,,;S '""al~ Wid:"', ~I~S ::~a('g
J
l
/- ---------- 12.00' ---- --- -. -- - /
INDUSTRY STANDARD CLEATED ROOF PANEL
Table 7,1,4: Allowable Spans for Industry Standard Cleated Panels (0' Various Loads
Aluminum Alloy 3'05 H,'4 or H.25
:-f.JTrJ:lmOH r..;jeated PallelS
epe;;: BUJJd",Sls I ~l:3ulldlnSlS
fflnd 'Appr;e-~Ov~rhanQ CQndlbon : Wli1(f--'" Appll~!j; Overtlang Condltzon
, Reg,on ! Load r1'lO"~./l----;-7.o-~./l"'1 Reg,on i Lo.d ~~17~~"""'.
,,1V~Tr-~;-'-:;--V'5 ,," '1TIT'17.,,~nl.p:r;r--,9 .' ,.. d.' ',,,,
ll~'MP~,~,""-,.~,.""""'-'1J".;--rr~~T.r~j~rs--?, i ,. 'e..
'~20M,P,~2~~,~~\j',l 11,,) '211-Y,~4~~,~~a':l ::f.l~
1,S1.l.PRj,S-"".,-Tg 1 ,.., V.""-'-'~,n1.~:r-;--;oo3 ,.0 0,1' ,.J ,.',
14~M,~Jr--Io~TU-:~~~"--~~~.~S6 ~.i ;'-0 0-0 '."0
~.:J74~T'l--o-t,2r~jHted p.:lanel$
open 3ulIdlng,s ~ outldlng,S
~APPlif!d i Ov~rt':af'Q Ccndlbon I ~ ; Applied! Overhan9Col"d1t10n
RegIon Lo.ad ~JO~rT~T~T~~"""'" RegIon I Load ~E:. , -Q 2'-0 J -Qft ,(::,~
l~2~,~l~--ry::r---o'''''1 11,' 1,~1 1~1l,"M.~'9 1,.11 0" I d." ~." i ,~'J
llm,l"H~~.--:---'$.o ":;4 11'~"""..;"'""'"'O"V,~J.s---7".J -0, ~ J ,.-5 '::,::r
12U1l,r'~2:r-.. r-n- -o;,r '1'" "~~-n'.n-~----'~~.r"~--'5'".a-~rr--rTI"""~
14S1,.{.nr.;--2r-T~.~-gr.~rx--~~.~2~,~ ~-~H~ I a.~w ~
-n:O-V,l"X~.2 .\-r-~7~~-'-l4lJ~,~~,~ i b." '".j
~~;-r-;~z-i'"]":lJj'T'-c;,ea\.e'd r'anels
Op~n BUilding' EnClose!j OUlldtngs
.--W-tnd : App.i~d. Overhar'lg ~ndltion ,Win~~l Applle!j i ~.an9COndll.lOn
Reg,on ! Load 'JONE-,-./l,......,T~-'J".u--T~ Reg,on Load :-fl0f',cc-T~7~'J".l)""""~
l~iVJ'-~,------rr,..l :;.5 I l\,,~ '2.3 '-T:l':""ln2~,'I"l1:/1~'~'J :1-0 ....--5 ~\,,.
ll~,~O I '0-4 'U-I I ".' ',1.',1 ~~~,~jr[~r..; 3.' !:I.~v ".\i] il..
~i.~~~J"'----t-;"'~~-Q ~i.:: ~~20'~,~~,..) T...) ~;".::r
n5"V,P"":R-2-;---~.,-4 ,.,', '-c-:n-1~25l;f,P~o.,i ,2 " ~,~
;~4~1'":rr;-~2'~~,~--:r"'--W.Z ',1,:) 140V~~F'L ,'::- ~.-3 I",.
'~ote: io~al":'o' ;:ar(!J ....'::~ = '":lom .N'C1.!'I ;)Ius '-IIoaIlMc',t": pt...:$ ::.err,al"g
....J
~
:)
Z
~
(/) 2
w
~ Z
:) (j (/)
f- (/) w
o w....J
::>0 en
(( (/) ~
f-wf-
(/) (( ,....
w :) z
~ f- 0
~ ~ i=
ll.. (( 0
o f- W
O(/)(/)
o 2
$: ::>
z
~
:)
....J
~
f.,.
~
W~;::;
0..: :5 ;::;
II') M
~ ~ -'
........ 0 ~ ''It
Q)::: <" ~
c~z;!",
c~@;e~
Q.)~<~&i;
CO.... a "',...
. ~ ~ ~~
w i!S is Q e
'en, ><
~~~
~~~
~$
UJ ,.
-' 0
S ~
U
68
OF
,..
o
.J r
w ...
Z C\.
0{ W
!l. Q
, ._---
r:
I~
AlUMINUM SKIN
E,P S. CORE
SIDE PANEL CONNECT.
TIONS VAAV (DO NOT
AFFECT PANEL SPANS)
----!
SELECT PANEL DEPTH
FROM TABLES
/n_______ - 48" 0_________/
COMPOSITE ROOF PANEL [INDUSTRY STANDARD]
Tabie 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
--J"'x'''!.-o-"Ol'9'" ;Jane,s
-~ - ---"~al.j,d\f"gs ----cncl~dBujldlrog$ -------:
--\nlr~a-- Tp~ ---ry:,e~.~9'Cunarron-~ \Vind~~ --~ang-COn~'--
: Reg,on load ,""l~~f'~T~""'Y~~ Region ! load -"'<jQ";E. ,.{) ~~4)""'""
lDTV;'l~ll ... ':Tr--r7~"T:r~l'01~.~2g---,.', I 3.4 ':l.i~! ',,,,.:~ '71
1l01l,~'1~~T:~';":~T.~'J-711cr-q,~j~~'3 d--o :1.~:J.J 1'.<:>
-'2~J~r:r--1Y---:-O~'::r.~~-a-'7'~110"M,~:rr- :-a .i' ::I'o-~.~ ".~
~i5V~~S--':~~~~, 1',.4 ':--~2~,~~,~ ~~~
~'4CV,;'l~Jr-::o--'O'"ll""--9'.Q"j'~~.~'M.~~~., o.,e B." '0'.4 I
~JJ x :-~7r f'anels
c;pe-n~ - CnClosed Buildings
"fd'O Applied ~CondJbon \.Vind ApPiled Qvemang CondlUOI"l
Reg~:J1"l Load -,-;~~1'".rr--7..o"'-----J~.r~~ Region ' Load ~ry.:~..o---T-o-J~~
'~TV~~7:3 i '3.:' ,~.~.;' 14. ~O2"~'-~2~;;::" 1:14 'J.~" '~,1C'~ i ,~
"o-v~,'O----"7.TTl7., '2" ':r.~o-ll'O'M~:l'-..m~J.', ",.v '7-1"1
-iLO"V~-q:---~J j" ;) '~2-~~ ',;,." 12~~'----;-:~.'''1 ~_:: l::'_~
1:25V"? H ;5 . ~~~~.~:s-~,;:n;r-~5~o'-:----T-~~J-2 i1:
-f.m'.f,~jr--;'"-r-~~~7'.~~_~r--S6 ~ (. 3.4 9-0 110','71
,-~~" Panels
open~~s t:.nclosed 'OullO,ngs
'tI',~d ~pplled, fJveman9 COl"ldltJon ""~d! Applied O\iemang Condition :
Reg,-;::n Lead ~~~~T~!Y~.u- Region I Lead ~~~r--~" :. J.o~' I ':~ i
,t2'l~r---'~P-:r-''S'''1''T'O-'~''''-'nnf.~,~7T1~~. ,.. .
1l~~20 '4'0 '4.;g--J5'.iTI'5"~'S".~'O'M~o~C." ".. ".3'i17m-T'
'2!YV~t~~j.o ~.:.., '4.--;-<::-~'2~.~-'----'r:::.'\ ':)-4 ~C.,\~ 1'-11: 'Z.11
12S-V~"2r--'77T'''2''''=l~n-4 14.', ~.;712511.~~.~ g.~1.,.t 10.5 "-4 I 'Z./
--,-:urv;rr:r.--J~-:1l-~7-~~~~"tf~5;----"5"".~ 0."' ~-Q ',,-0 I "-9
No~e
-eta; ''XJf :;anel~, ~n:: fOQl1"l 'Mdt!"\ plus '...-al~ '>^l'~r. .,11...5 c'.ert',af'9
r
1~
0.019' AlUMINUM COVER PAN OR
CONTINUOUS ALUMINUM SHEET
I~
1/.8 X SIB" CORROSIO~ RESISTIVE
WASHER HEADED SCREWS AT 24"
O.C, AL TER~ATE 1/.8 X 5/S" SMS
W/1l2' DIAMETER WASHER.
/----.---- -- - W
TYPICAL INSULATED PANEL
NOTES.
,. INSTALL RIGID FOAM INSUtATION INTO AlUMIN1JM ROOF PAN.
2. COVER INSULATION WITH 0.0145' PROTECTOR PANEL WITH OVERLAPPING SEAMS.
3, ,NSULATION PANEL SHALL BE CLOSED WITH AlUMINIJM END CAP TO SECURE PLACE~E.""T
AND TO DISCOURAGE THE NESTING OF WILDLIFE AND OR INSECTS.
4. PROTECTOR PANEL WILL BE SECURED av 1/.8 X 518' CORROSION RESISTIVE WASHER
HEADED SCREWS.
5. SCREW PATTERN WILL SE 12' ON ALL PER,f~E;ERS AND 24" 0 C. FIELD ON EACH PANEL,
6. ALLJ'.I,NUM E'ID CAP 'WILL SE ATTACHEDNITH (3) Ilexl!2' CORROSION RESISTIVE WASHER
HEADED SCREWS,
Table 7,1.6: Allowable Spans for Industry Standard Compos,:. Roof Panels for Various Loads
Aluminum Alloy 3105 H.14 or H-25'0 EPS Core DenSity Foam
!""Fl4.8xUtlT'?af'eiS
ope~BU~ -~ctosea 8ulI('llngs ---:
:-- ~~lr;a-~APPr;-;""----OverhaI19 ",ondl.,on--~ --1i:Pp17ec--UVCrf1ri9~-~
,Reg,on load 'NONE--"~T2'~3'.c"-""4'~ .0.e9'on , Lead -"0":r-T~7.V--Y.1r""4"~
lD2~,-,,~,(---'4'"-v---7-~-~.~;--.~2V~~r:;-~~."----'n~
-111j"\T.~2~~~~~.~"5".~~j(,~JS--':l';' ;1"; ,1-:'
12~,P~"2~7-0'---Y7.r'7--o--l!-~rn~,?H., 4' 7-~:1.') 9.'", 1[;'~J "2-' I
'251,1 Pr-L~~~~-:--'7='~:-7l~S-V,~-4:S---~--C---~V~."';"'i
~4ZY".P-"r-:l~C'.:r--'u.""---''JT1-'''''T'-:1'O"'~~TX~-:;O-. .S" .. g.o--g.g '"
.....J
<(
:::l
Z
<(
(/) ~
W z
a::
::J S2 (/)
l- (/) w
0 W .....J
::J 0 CO
a:: (/) ~
f- W
(/) a:: I'-
W ::J Z
~ f- a
~ 0 1=
:::l
LL a:: 0
0 f- W
a (/) (/)
a ~
~ ::J
~
~
::J
.....J
<(
W N
N
M
.J ....
Ll. --
--
'1' <J>
-- <I'l
<J> <I'l
-- <J>
i~
'" --
~~
C!
e
~
Ll.
;--~o-r.;.4 Pane,s
,0Pef)3<J,ldH~9S ErcloseCl OUlldll"'9S
r----c.~Appl,ed Uverhal"Q"Cond1tlon \'/lnd ~1pplled ~Condltlon
Region load .NON~"~""'T.o~:r.o';,f~ Region ! load ""lm.'Cl"~.u--:r~
'02".~r---'~,~P~6.., ',..j ,102~"~~.. ,',." '~:r.~,
,~cr:;r.~...r---2~.7~~.r:~~5"-~~,~~r:a: -,...11 i',~ ~7.~~
;,'2~,?t1-~J----':"3'".~~7-~~~2~~~-;:ll ",., 'C-~
~25-V:rr-r--2~7.~--;:~T~1'!.~~25'-X-~5c ~-;) ~-d '"..)
:T4C1l,~JT~2 ~'-4 1~.1:J '~-Y.~~-sr-3-~ d-d ~-4
';~.~
, ~ ., ,-4
10-4 i'-Q
~4~"'i"lPJ~?ane,s
openaulld\ngs t:nclosed !:3ulldlng5
Wind Applied _ Overr,ang Conoltlon Wino ] Applied ()verhan9 Condition i..
I Reg'on Load .'10'le:-l'~-2'~~:r-lf'T'4)""'"" Region load ""l~~7q--r.lTTT4)""'""
~-o2~.~.,---rr-~{:l~-~.~~~~2'l,-P.~~j.-:- 13.a ~4-2 '4.10 ~~-71
illOll',~~~~O , 1i'~ lo.~rrv.~J~,-4 ::"0 I ~2." '13-:1 i ,4.Tj
n'2lYV,~2~~S-~)-~c:411~10-"1l.?,H. 41 " ~ ,-r 1 12.; '2.'" ~.).1'
Il25'lVf.P~2G ',4-4 <r~'J"TlS~-;-'~l2~~~li'.' ;1.' " ~~..01
:~4JV,~Jr-7"'7"1'~~~.~;-~p-~-~V.; S.',~ "'"C"'~-~'~
".jote: -Ct3j roc' ~ar,er,.,.,~;. :: ':>or'i w~,., p4l,.;s....al, 'Ne:" ~~S C.e<'"7"'.a.--,,~
6C
OF
6