HomeMy WebLinkAbout96-5969
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CSUILDIND
P<opertyOwne, ?/-t.j:C.-;j!ad.
Job Address: ~//.s - _~__'
Parcell.D. # B ~ ~ - ;;;../ - OtJ~c) ..... C/ O:J- 0 LJ - () S~'-{)
Zoning: Energy Code: Radon Gas: :1, d--.O
Description of Wmk {;AfO<M r T ~~
BUILDING PERMIT 0
CITY OF ZEPHYRHILLS Permit N ·
(813) 788-6611 Date 7- ~ - 70
~59(~A
ELECTRICAL
PLUMBING
MECHANICAL
Sewm Conn
Water Conn:
Water Meter:
T.I.F.'s:
NO OCCUPANCY BEFORE C.O.
FINAL
C.O.
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Inspector'
/ r/-3
Permit Fee .3'..!:. 'c t7D
S;gnat",e f'/.iJ. .iJJI.L 1fe~i'~(' .
Company _ _
Address
Telephone#
Valuation or "/.....
Contract Price --5. ;2.~. 0-0
...
City License Registration #
State Certified License#
(M~
af'./~
-
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
-
F". 1~'!:/flt!i.L
Pre SLB -I .' L.L
Lintel
FRM.
Insul. CL
WL
Breakers
Ducts Insl.
Compressor
Final
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 ($15.00) 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.
APPLICAnON FOR PEBKIT
CITY OF ZEP11YR11ILL5
BUlLDIHG DEPARTKENT
qA1-U'-- /"f-;2 -1~
9-
OWNER'S NAItE
JAL~e.
~ L~IJ' ~~
jO~ ST
11-
10 ST.
Htll:Hr-
L:E.PH'f lZ..1-t I LLs..
ZE.PtN 12.1-1 f l.1...S
PHONE
OWNER'S ADDRESS G II S
JOB ADDRESS ~ , I S
FL
FL
(81~~) 788:- q99 ~
33S4b
33540
LEGAL DESCRIP'l'ION: LOT(S)
65
BLOCK Z SUBDIVISION IYSotJ's. ~ L.Lb
PARCEL I.D.' 02.2b#2-I#(j08.0 -002,00 -o3S-0
(OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPOSED:~ew Construction ~ition --.-..Alteration ~pair _Install
_Sian
~ve
->>eaolish
PROPOSED USE: 4siogle F8Ilily
_ec-ercial
---1I/F _' of Units ---1I/H
_Indust. _Swia. Pool _Other
___.Jtestaurant & Health Departaent Approval
DESCRIPTIOII OF WORK: l~~"'D (){LSTh..IC, l)Q.,,/f,t.v!\.'1. fulZ.....HS,H CAR..?oR.r
MNC to...
BUlLDIHG SIZE: 20~11o X 30u.""'<:I Square Feet. 7'& ,1 Height
RESIDBIITIAL: ATTACH (2) PLOT PLAIIS & (2) SETS OF BUlLDIHG PLANS & (1) SET ENERGY FORMS.
COttKBRCIAL: ATTACH (3) SETS OF BUlLDIHG PLANS & (1) SET ENERGY FORKS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERMITS REOUESTED
-22..BUlLDIHG
$ 3,7:15, 00
Valuation of Total Construction
RT.RCTRICAL
AIIP Service
Florida Power Corp.
W.R.E.C.
---.JIECIIAII1CAL
$
Valuation of Hechanical Installation
~UHBIBG
GAS
ROOFIRG
SPECIALTY .
TYPE OF COIISTB.UcnOIl: _____lock _Fraae _Steel A/...Um.s PEe -
Other
FIRISHED FLOOR ELEVAnOIiS:
FT.
IS PROJEct IN FLOOD ZONE AREA? -E-
YES NO
..........................................
CONTRActOR SECTION
.
JlllII"'llll .. .. '.' .. . aiHPAU--LUl W;A' (/l Al :t ~~~J11 ~
A-JJ PMSo IV ~L ~ I j.j eState Cert. or Reaist.' J2.. 0 \"
Signature ~../ J . a ./ ) ./~ City License Reaistrat. ion . I }5" I?: .
.... ... ................................ ' r
RT.RCTRTCIAII
COMPANY
State Cert. or Regist. .
City License Registration'
..........................................
SignAture
PLUMBER
Signature
COMPANY
State Cert. or ReSist. .
City License Registration .
..........................................
IlECllANICAL
COMPANY
State Cert. or Regist. .
City License Registration .
..........................................
COHPANY fj, M OE~ O,J A LU~ IN l..L Il.--L
State Cert. or Regist.' R~DOS-S03\
City License Registration' / K",/3
................................*..*....*. <
Signature
OTRRR
Signature
APPLICATION APPROVED BY
PDKIT OFFICER.
. .
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
rbe undersigned understands that this Perlit Jay be subject to 'deed restrictions' wbieb lay be lOre restrictive than City
regulations. Ibe undersigned assU18S responsibility for COIpliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner lias lIired a contractor or contractors to undertake work, tIIey JaY be reguired 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 laY be
cited for a lisdeleanOr violation under state law. If the owner or intended contractor are uncertain as to wbat licensing
reguireaents IIilJ apply for the intended work, they are advised to contact the City of Zepbyrhills Building Departllent, (813)
788-6611. ;
Furthenore, if tile owner bas bired a contractor or contractors, be is advised to have tile contractor(s) sign portions of the
'Contractor Sections' of this application for whieb they will be responsible. If you, as the owner sign as the contractor,
you are indicating that you, rather than the contractor, are responsible for the wort. If the contractor wishes JOU to sign
as contractor that IIilY be an indication that he is not properly licensed and is not entitled to peraitting privileges in the
City of Zepbyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILI~ CONNECTION FEES
D. CONSTRUCTION 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 - BcIIeowner's Protection
Guide' prepared by the Florida Departlent of Agriculture and Consuter Affairs. If the applicant is SOleODe other than the
'owner', I certify that I have obtained a copy of the above described docu.nt and pro.ise in good faith to deliver it to the
lowner' prior to co.enceaent.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the inforaation in this application is accurate and that all wort will be done in COIpliance with all
applicable laws regulating construction, loning, and land developlent.
Application is bereby Jade to obtain a perlit to do worlt and installation as indicated. I certify that DO work or
installation has cmleDced prior to issuance of a perlit and that all work will be perforaed to .et standards of all laws
regulating construction, City codes, loning regulations, and land developaent regulations in the jurisdiction. I also
certify that I understand that the regulations of other governaental agencies laY apply to the intendedlOrl, and that it is
IY responsibility to identify what actions I lust tue to be in COIpliance. Such agencies include but are not lilited to:
t DepartJent of EnvirOllJelltal Regulation - Cypress Baybeads, Wetland Areas and Envirouentally Sensitive Lands,
Water/Wastewater !reatllent
t Southwest Florida Water Hanageaent District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses
I ArlY Corps of Engineers - Seawalls, Docks, Kavigable Watenays
I Departlent of Health & Rehabilitative Services, InvirOllleJltal Health Unit - IIells, Wastewater !reatlent, Septic !anb
I US InvirOJJJelltal Protection Agency - Asbestos abateaent
I also certify that, if fill laterial is to be used in Flood Zone 'A' or IA,etc.', it is understood that a drainage plan
addressing a lcoapensating voluae' will be subltitted whieb is prepared by a professional engineer registered in the State of
Florida prior to penit issuance. .
A perlit issued shall be construed to be a license to proceed with the wort and not as authority to violate, cancel alter, or
set aside any provisions of the technical codes, nor shall issuance of a penit prevent the Building Official fIOl thereafter
requiring a correction of errors in plans, construction, or violations of any code. Ivery perait issued shall becme invalid
unless the work authorized by sueb penit is co.enced within sillOntbs of issuance, or if wort authorized by the perlit is
suspended or abandoned for a period of sil IODtbs after the tile the IOrt is ~ced. One 90 day atension of tile, JaY be
allowed for the penit with fee charge of $15.00. !be utension sball be requested in writing to the Building Official. An
approved inspection lUSt be logged during each sillOnth period, or the project will be considered abandoned.
WARHUG 'fO 0IfKIR: YOUR FIILURI 'fO RlCORD I KorICE OF aJIIIBKCIIIINI MlY RlSULr IK YOUR PIYIIG rIIICE FOR DIPROVIIIDrS 'fO YOUR
PROPBm'. IF YOU IIUIID 'fO onm -FIIWICIlG, COISUL! tUu tOOil LBIIDIR OR II InoRIIY BIFORI RICORDIIG YOUR MoriCi OF
COHHDCBHBIIt'. JOBS;:UJfDIR $2,~0 ~AL 00 lor lIED !O RECORD lID POS! A llIO'lICI OF COIIIDCIlIIIII!I.
ot>.:'-..)~j( .'d ./:, ...,,/ j/~ ) 4;J~~~tJ
~ ~~~ ALl/M I/IlC/
SIGJIA!URI: (MID OR I8BIft' SIGJIA!URI: COIIt'IlAC!'OR
srArl OF FLORIDA
COUlIrY OF ~ \
The foregoing instrument
.. before me this &7 j\M.o ,
s acknowledged
19~ by
S!A!I OF FLORIDA
coum OF
Tbe foregoing instrument was acknowledged
before me this , 19_____ by
wbo is perSO~lY. known to me or wbo bas
produced~ "\A.l.U.<A/l ~uu.. ~
as identification and wbo'1itiW{did not
take an oaiJ- ~.~
~ \to ... L (', ~ "'-l l..a:> lA.. I~ $; '^-.A.
('~
't \h"r...t uE: ~~fl\}J
(Name Typed, Printed or Stamped)
NOTARY PUBLIC OMPSON
YVONNE TH
Notary Public, Stale of Florida
My comm. expires Nov. 22, 1996
Comm. No. CC 242742
wbo is personally known to me or wbo bas
produced ..
as identification and wbo did/did not
take an oc"tb.
(Signature)
(Name Typed, Printed or StiUllped)
NOTARY PUBLIC
48"x3" COMPOSITE PANEL
3105-H14
DEFLECTION U120
ROOF PANEL SPAN CHART
48"
I I
3
,
i
I
I .
f
.'
;1:
r ~
;~ i
THICKNESS &
EPS DENSITY
OPEN STRUCTURE
~~}
I'
,,!l)l
! ~t
; I
i;
;~
, I'
i I;
i'
i,
100 MPH 12.50 12.50 12.67 12.83 13.17
110 MPH 12.50 12.50 12.67 12.83 13.17
0.032 120 MPH 12.50 12.50 12.67 12.83 13.17
1.0# DENSITY 130 MPH 12.50 12.50 12.67 12.83 13.17
. 140 MPH 12.50 12.50 12.67 12.83 13.17
100 MPH 14.83 14.83 14.83 15.00 15.33
110 MPH 14.83 14.83 14.83 15.00 15:33
0.032 120 MPH 14.83 14.83 14.83 15.00 15.33
1.5# DENSITY 130 MPH 14.33 14.33 14.67 15.00 15.33
140 MPH 13.67 13.67 13.83 14.33 15.00
100 MPH 15.67 15.67 15.67 16.00 16.33
110 MPH 15.67 15.67 15.67 16.00 16.33
0.032 120 MPH 15.50 15.50 15.67 16.00 16.33
2.0# DENSITY 130 MPH 14.67 14.67 15.00 15.33 16.00
140 MPH 13.83 13.83 14.17 " 14.67 15.33
ENCLOSED STRUCTURE
,
ill
'jl
. 1
100 MPH 11.67 11.67 11.83 12.17 12.50
110 MPH 10.67 10.67 10.83 11.00 11.50
0.032 120 MPH 9.67 9.67 9.83 10.17 10.50
1.0# DENSITY 130 MPH 8.83 8.83 9.00 9.33 9.67
140 MPH 8.00 8.00 8.17 8.50 9.00
100 MPH 13.17 13.17 13.33 13.50 13.83
110 MPH 12.17 12.17 12.33 12.67 13.00
0.032 120 MPH 11.33 11.33 11.50 11.83 12.17
1.5# DENSITY 130 MPH 10.50 10.50 10.67 11.00 11.50
140 MPH 9.83 9.83 10.00 10.33 10.83
100 MPH 13.67 13.67 13.83 14.17 14.50
110 MPH 12.83 12.83 13.00 13.17 13.67
0.032 120 MPH 12.00 12.00 12.17 12.50 12.83
2.0# DENSITY 130 MPH 11.17 11.17 11.50 11.67 12.17
140 MPH 10.50 10.50 10.67 11.00 11.50
, i
INTERPOLATION BETWEEN SPAN VALUES IS PERMISSABLE.
SPAN VALUES ARE IN DECIMAL FEET
NOTE: USE OF PROPER DEFLECTION LIMITS SHALL
ADHERE TO ALL LOCAL CODES AND ORDINANCES.
I'
tl~
if!
If.
Ii
1\
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I
104
~ ALUMINUM STRUCTURES MASTER PLAN
~ ENGItEERING,INC. @ COPYRIGHT AL. INC. 1994
. .
, ';,,< ',.'-' ~-"-, . ~" . .. ,.-.:-".,.. <. ,., '. ..... ..
... ~ . ~ . . .
I ALUMINUM ROOF PANEL CoNNECTlON~
,
I
~
,
,
,
EXISTING RAFTERS OR TRUSSES
FASTEN FASCIA TO EACH RAFTER THRU RECEIVING CHANNEL
wi (2) - #10 x J" SCREWS wi MIN. 1 1/2" PENETRATION INTO RAFTER
MAXIMUM SPACING 24. O.C.
RECEIII1NG CHANNEL
COMPOSITE ROOF PANEL - (SEE SPAN CHARTS)
EXISTING FASCIA
1='
EXISTING RAFTERS OR TRUSSES
X1S11NG MASONRY, TIE. BEAM
WOOD FRAMED WALL
COMPOSITE ROOf PANEL - (SEE SPAN CHARTS)
FASTEN RECElII1NG CHANNEL TO WALL IE BEAM w
(2) - 1/4" x 1 1/4" 'RAW\.: DRIVE NAILS
OR 1/4" x 2 1/4" MASONRY SCREW ANCHORS, OR'
(2) - #10 x 3. SCREWS wi MINIMUM PENETRATION
OF 1 1/2" INTO WOOD STUDS ( WHEN APPUC. )
NOTES :
1. RECEIVING CHANNEL MATERIAL SHALL BE ROLL OR BRAKE FORMED. OR EXTRUDED 6063-T6 - 0.036 MINIMUM THICKNESS. RAFTERS
ANDIOR STUDS, WHEN NECESSARY. SHALL BE PREDRILLED TO AVOIDSPUTTING. ALTERNATE FASTENERS MAY BE USED PROVIDED THEIR
VALUES ARE EQUAl TO OR GREATER THAN SPECIFIED, AND SHALL BE INSTAlLED AS PER THE MANUFACTURER'S SPECIFlCATIONS.
STRUCTURAL STABILITY OF THE EXISTING 'HOST' STRUCTURE SHALL BE VERIf'lED BY THE CONTRACTOR PRIOR TO CONNECl1ON OF
PROPOSED STRUCTURE.
96
~ ALUMINUM STRUCTURES MASTER PUN
~ tIC. @ COPYRIGHT AL. INC. 1994
ARC
. , ~
", "-:',', '. , . '" : :.: .' - >" '. -' ',. . '. .. ~ , - ~ -. - . . . ''''', .' - ~:
ALUMINUM PANEL/POST/EDGE
CONNECTION DETAILS
BEAM]
AlUMINUU ROOf PAN(L
4 "0 SUS PER 12' W10E
PANEL wi 3/4'. WASHERS
$[( (DCC .e....
rQ4t Sll(
Al UUINUIA ROOF P AtlEl
~
, 1/4' THllU 101. T
"'/ 3/4' "'ASHtRS (AtH SiDe
~
sec CDG( .e~N
rOIl SIl[
COl.WN / POSI . NDICKD
rOIl II[MI , (WALl. lNIO<NCSS
""'ST II[ [QUAL 10 011 CJI(~1tA
THAN 11[.... WAU lHIC>cN[$S
COlUUN / POST . H01Q4[D
rOR 8('" . (WAll ""eKN(SS
"US' II( (OVAL 10 oq (;A[ATlR
tHAN 8(.... WAll lHltaCH[ s.s
,- . 2' OPEN BACK.
Br T~[N COLUUNS
- SU SO<CDuU
110 SUS 0 24- Ole UAX
f-- JOO --I
-;-J.,O ~ EXTRUDED HEADER
~ L THICKNESS a .05
--I ~.oo I--
I-
4.00- .
...
T
'.50
--I .). 1--
1
$[( SeHCDUl.C
0 0
0 0
0 0 110 $M$ f
24' D4 C(NI(R
0 ~DllI'l ,. "ON
CQ..UllN POS I
--I .50 f--
BREAKrORH OR ROllrORH
'S' HEADER
THICKNESS TYP. .032
PVRLIN BEAll
r--
I"
Il
r--
t.oo ~I
2.00 __I
".00- .
...
"0 SlAS . 24' o.e. .... J
__1.:10 1--
COlUIIN / POST (WAll. THICKNESS MUST
II( [OUAl TO OR CRtAltA THAN BC.....
WAll THICKNCSS) - SllcO PCA POST
CAPACITIES CHART AND SPAN TABUS
":'-1 .5' f--
-
RCC[IIo4NC QiAHNU .TH WAll
THICkNESS (OUAl TO OR CRCA T[A
THAN Iol.... 01' 1I(A11 OR COlUUN
WAll THlCkNC5S
SR[AKrORH OR ROllrORH
'A' HEADeR
THICKNESS TYP. .032
ALUMINUM STRUCTURES MASTER PUN
ENGlteRlNG INC. @ COPYRIGHT AL. INC. 1994
68
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LBC2
62
I LOAD BEAR~NG COLUMN DETA~LS I
.003 i!]T093 -8'.
@ 3.00 ~ 3,00
-1- -1-.
\-3.00--+ \-300--+
,-
@ 3.00
01 1-3,00-4-1--
r-3.oo-j -In'-
". EJ~
r- 4.00 -1
MARK DISCRIPTION WT.un AREA WALL t fLANGE t
0 ;S' x 2" POST BEAM .816 .680 .070 .070
:5' x 3' SCALLOP TUBE .608 .507 .044 .044
3" x 3" .093 TUBE 1.282 1.068 .093 .093
3' x 3" .125 TUBE 1.709 1.424 .125 .125
4" x 4" .125 TUBE 2.309 1.924 .125 .125
COMPRESSIVE CAPACITIES IN POUNDS
HEIGHT @ @ @ @ <S)
7' 3300 3040 12560 18440 22700
8' 2800 2780 8300 10840 22700
9' 2000 2580 6560 8560 22700
10' 1620 2400 5300 6940 22700
11' 1340 2130 4380 5740 14080
12' 1120 880 3680 4820 11840
14' 820 820 2700 3540 8700
16' 640 640 20BO 2700 6650
18' 500 500 1640 2140 5260
20' 400 400 1320 1740 4260
UP- LIFT CAPACITIES
2200 LBS. PER COLUMN
2 In SlIS EACH SII)[
SEE COlUNN SCHEDUlE
__.Oll)
1 ]\(' X 3 "4" I l\tr
V~~BO~~~
2 '12 SIIS .EACH 510[ ~
'. .
.0<4
-WI
I- 3.00-4
.125
% $' x IV" WOOD LAGS
l\tr x 1. I rr LONG
F\.AT lIAR SmAP
2 "2 Sl.IS EACH 9DE
2 "i\tf x 3 1\:r
RAWI. BOLTS DR EDI.W.
1425' EACH.
rool1NC AS PER S.B.C.
_ ,OOD P.S.L CiONC
. 28 DAYS.
SUBJECTED TO A 110 MPH WIND LOAD UPLIFT PER (CHAPTER 12. SBC) A MINIMUM OF
8".12" CONTINUOUS CONCRETE FOOTING WILL PROVIDE PROTECTION AGAINST UPLIFT
PROVIDED THE CONVENTIONAL ROOF SPAN IS 14' OR LESS CORNER COLUMNS SHALL
HAVE STRAPS ON EACH OUTSIDE BEAM SURFACE
~ ALUMINUM STRUCTURES MASTER PLAN
~t<<::. @ COPYRIGHT AL, INC. 1994
EDGE BEAM SPAN TABLE
WIND 110 MPH . DEFLECTION L1S0
SOLID ROOF. OPEN OR SCREEN WAllS
.
~
.!
~
.\
~
BEAM ROOF SPAN
USED 6' 8' 10' 12' 1S' 20' 24'
O'O/H 7.33 6.50 5.83 5.33 4.67 4.17 3.83
(0) 1'O/H 6.33 5.83 5.33 5.00 4.33 4.00 3.67
2x2 2'O/H 5.17 5.00 4.67 4.50 4.17 3.83 3.50
PB 3'O/H 4.33 4.33 4.17 4.00 3.83 3.50 3.33
4'O/H 3.83 3.83 3.67 3.67 3.50 3.33 3.17
O'O/H 10.67 9.50 8.67 7.83 6.83 6.17 5.67
2x3(F) 1'O/H 9.33 8.50 7.83 7.33 6.50 5.83 5.33
OR 2'O/H 7.67 7.33 7.00 6.67 6.17 5.50 5.17
3x2 (C) 3' O/H 6.50 6.33 6.17 6.00 5.50 5.33 5.00
PB 4'O/H 5.67 5.50 5.50 5.33 5.17 4.83 4.67
(F) O'O/H 7.83 7.00 6.33 5.83 5.00 4.50 4.17
3x2 l' O/H 6.83 6.33 5.83 5.33 4.83 4.33 4.00
PB 2'O/H 5.50 5.33 5.17 4.83 4.50 4.17 3.83
WEAK 3'O/H 4.67 4.67 4.50 4.33 4.17 3.83 3.67
AXIS 4'O/H 4.17 4.17 4.00 4.00 3.83 3.67 3.50
O'O/H 13.17 11.67 10.67 9.67 8.50 7.50 6.83
(H) 1'O/H 11.50 10.50 9.67 9.00 8.00 7.17 6.67
2x4 2'O/H 9.33 9.00 8.67 8.17 7.50 6.83 6.33
PB 3'O/H 8.00 7.83 7.50 7.33 6.83 6.50 6.17
OR TILT 4'O/H 6.83 6.83 6.67 6.67 6.33 6.00 5.67
0' O/H 12.83 11.33 10.33 9.50 8.17 7.33 6.67
(I) l' O/H 11.17 10.17 9.33 8.67 7.67 7.00 6.33
2x4 2'O/H 9.00 8.67 8.33 8.00 7.33 6.67 6.17
SMS 3'O/H 7.67 7.50 7.33 7.00 6.67 6.17 5.83
4'O/H 6.67 6.67 6.50 6.33 6.00 5.67 5.50
O'O/H 16.33 14.83 13.33 12.17 10.67 " 9.50 8.50
(J) l' O/H 14.50 13.33 12.17 11.33 10.00 9.00 8.17
2x4 2'O/H 11.83 11.33 10.83 10.33 9.33 8.50 7.83
5MB 3'O/H 10.00 9.67 9.50 9.17 8.50 8.00 7.50
4'O/H 8.50 8.50 8.33 8.17 7.83 7.33 7.00
0' O/H 21.50 19.17 17.33 15.83 13.67 12.17 11.00
(K) l' O/H 18.83 17.17 15.83 14.67 12.83 11.50 10.50
2xS 2' O/H 15.33 14.67 14.00 13.33 12.17 11.00 10.00
5MB 3'O/H 12.83 12.50 12.17 11.63 11.00 10.33 9.67
4'O/H 11.00 11.00 10.63 10.50 10.00 9.50 8.67
O'O/H 23.67 21.00 19.00 17.33 15.00 13.33 12.00
(l) l' O/H 20.67 18.63 17.33 16.00 14.17 12.67 11.50
2x7 2' O/H 16.63 16.00 15.33 14.67 13.33 12.00 11.00
5MB 3'O/H '14.00 13.67 13.33 12.83 12.00 11.17 10.33
4'O/H 12.00 12.00 11.67 11.50 10.63 10.00 9.17
O'O/H 29.33 26.33 24.00 22.00 19.33 17.33 15.67
(M) l' O/H 26.00 23.63 22.00 20.50 18.17. 16.50 15.00
2x8 2'O/H 21.33 20.50 19.67 18.63 17.17 15.67 14.00
5MB 3'O/H 16.17 17.63 17.33 16.83 15.63 14.50 13.00
4'O/H 15.63 15.67 15.50 15.00 13.83 12.67 11.67
0' O/H 31.33 28.00 25.50 23.50 20.33 18.17 16.33
(N) l' O/H 27.67 25.33 23.33 21.67 19.17 17.33 15.00
2x9 2'O/H 22.67 21.83 20.63 20.00 16.17 16.17 14.00
5MB 3'O/H 19.17 16.63 16.17 17.67 16.33 14.67 13.00
4'O/H 16.33 16.17 15.67 15.17 13.83 12.67 11.67
~
INTERPOLATION BETWEEN SPAN VALUES IS PERMISSABlE
SPAN VALUES ARE IN DECIMAL FEET
ALUMINUM STRUCTURES MASTER PLAN
ENGltEERtNG,INC. @ COPYRIGHT AL, INC. 1994
77/
CHAPTER 11
LAMINATED COMPOSITE ROOF SYSTEMS
1101 : The span and slope of structural aluminum composite panel roofs shall be designed as per the tables
contained herein.
1102: The minimum pitch or slope of structural aluminum composite panel roofs shall be one quarter: twelve
(1/4: 12) or one quarter inch per foot. The maximum pitch or slope shall be two and one-eighth: twelve
(2-1/8:12) or two and one eighth inches per foot.
1103: Fascia boards supporting structural aluminum composite panel roofs shall be fastened to each truss or
rafter tail with a minimum of two #10 screws long enough to penetrate the end of the rafter or truss one
and one half inches (1-1/2"), or as per the details contained herein.
1104: Receiver channel material used to . fasten aluminum composite roof systems to the host structure shall be
of equal or greater thickness than that of the exterior skin thickness, and shall be fastened to the host
structure as per the details contained herein.
1105: Structural aluminum composite panels shall be fastened to the edge beam, or header beam, and end wall
top members as per the details contained herein.
.,
1106: All exposed edges of structural aluminum composite panel roofs shall be capped to protect the e.p.s.
and prevent water intru~ion.
~ ALUMINUM STRUCTURES MASTER PLAN
ENGIt-EERlNG,INC. @ COPYRIGHT AL, INC. 1994
93
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PROPOSAL and CONTlv1Cl'
COi'-JeRETE STEPS
POOL ENCLosTTRES
SCREEN ROOMS
UTILITY BUILDINGS
CARPORTS
6214 W. LINEBAUGH AVE.
TAMPA, FL 33624
PROPOSAL SUBMITTED TO
RIVER ROCK
CONCRETE FOUNL" rlONS
BRICK SKIRTING
FULL PACKAGES
MOBILE HOMES
QUALITY WORK
, . . AT AFFORDABLE PRICES
(813) 961-1764
(813) 962-4536
PROPOSAL NO,
SHEET NO,
JOB NAME
We hereby submit specifications and estimates for:
COLOR
NOTE: ANDERSON ALUMINUM WILL NOT BE RESPONSIBLE FOR ANY
REQUIRED ELECTRIC, UNLESS SPECIFIED ON THIS CONTRACT.
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