HomeMy WebLinkAbout00-9543
BUILDING PERMIT
CITY OF ZEPHYRHILLS
(813) 788~6611
Permit
09543
6//.') /00
.
51.~
BUILDING
Date
ELE~RICAL
PL~G
MEC~L
Sewer Conn
Water Conn:
Job Address:
Parcel 1.0. #
Water Meter:
T.I.F.'s:
00 0
Zoning: Energy Code: Radon Gas:
Description of Work -5J c.. b J-- 5 U (?€. '" I' 0 C) ....,
FINAL
---1/- (JJO
DATE
NO OCCUPANCY BEFORE C.O.
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances,
DATE
Inspector
s
Permit Fee
Signature
Compan
Address
Telephone# 7'i 8 - SJI 'I
Valuation or
Contract Price
2'-i'O.~
City License Registration #
State Certified License#
'] t( .r
A(u~.
?.It \ PLUMB~\JG
BUILDING ELECTFI CAL MECH NICAL
Ftr. tp ---li---a>i1;YL Tp. Servo SLB Breakers
Pre SLB Rough In Tub Set Ducts Insl.
Lintel Meter Can Water Compressor
FRM. Const. Pole Sewer \ Final
Insul. CL Pool Final \
WL Pre-Meter
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 ($ 25.00) 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,
?It{:lv
7cP
< ,t, vL 1-, L v ;..~ IN \..d"" (!--~
:'yO G~ ( lee!
~~v~ .'i D 2q M/Hvtd.Il'-{ ~ 12.- . b f1foo
SQ. FEET, PRICE
MAIN OR LIVING AREA
--
OTHER AREA UNDER ROOF
OTHER
4, - ~
D,'';',)
BUILDING: Z- sO
ELECTRICAL: N/A-
PLUMBING: 10IA
MECHANICAL: (JJ lit
RADON: ,JIlt
CREO'IT: pJi/t
SEWER: !JIlt-
WATER: )
~
TOTAL:
T.1.F'.s1 NIIt
---ci" 'TAL -::::- t S L . -5".. <l
I
,
I.
I
,
I
PerI1LLss.LOll Tu l:'lC.!", Up
PASCO PERMIT SERVICE
7025 Fort King Rd.
Zephyrhills,FL 33541
To Whom It May Concern:
Please be advised that Suzanne Bahr has
my permission until further written notice
to sign and pick up permits for me.
Sincerely,
~. R
,j_n __ ..
I&~. f~rt
NOTARY
STATE OF FLORIDA - COUNTY OF PASCO
The foregoing instrument was sworn to and
subscribed before me this ---f5-~ day of ~<Af-------'
~-'
Personally known
or Produced identification ~
Type of 1.0.
,~~:)Zl'~ Jeffrey Todd Reutimann
!rA"'\~!COmmfsslon # CC 790956
;~,(~E Expires NOV. 15. 2002
-"':f-riiP--~,':-' BONDED THRU
"'" h,"".T1 ANTIC BONDING CO., INC.
~oU !?
__ l___m___._l~~
ignature
f Florida
of Pasco
Cornrnisioned Stamp
and Expiration Date
Page 1
Proposal/Contract
FROM: JAR ALUMINUM
40030 Lynbrook Drive
Zephyrhills, FL 33540
(813) 782-4594
Submitted to
PHONE
DATE
ADDRESS
CITY
STATE
ZIP
We hereby propose to furnish all the materials and perform all the necessary for the completion of:
F Y U---rL-qJ '7 '2 72~'-l "7W ~iL-.:J
~ C :L V:' ~ ~-- ~i-:::J
,j/
~")/\
All material is guaranteed to be
and specifications submitted for
as specified, and the above work to be performed in accordance with the drawings
above work and completed in a substantial workmanlike manner for the sum of
Dollars ($ ).
with payments to be made as follows:
/_ ,Y I C) . C Q
Any alteration or deviation from above specifications involving extra costs, will be executed only upon written orders, and will
become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our
control. Owner to carry fire, tornado and other necessary insurance upon above work. Workmen's Compensation and Public
liability Insurance on above work to be taken out by
Respectfully submitted
Per
Note - This proposal may be withdrawn by us if not accepted within days
ACCEPTANCE OF PROPOSAUCONTRACT
The above price~, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as
specified. Payment will be made as outlined above.
Accepted
Signature
~f-(Et~) __
Date
Signature
r
I
"-- /L/
/
PARCEL 1D': 12-26-21-0100-00000-0040
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SECTION 3
SCREEN, VINYL & GLASS ROOMS
5/16"0 GALVANIZED 'ALL
THREAD' OR 'THREAD ALL'
EMBEDDED IN CONCRETE OR
FASTENED TO CONCRETE
WI APPROVED CONCRETE
ANCHOR till ?<i" 0 r. MAX Al\ln
\rrl
ALUMINUM FRAME SCREEN
WALL
ROWLOCK
APPLICATION FOR PERMIT
CITY OF ZEPIIYRJIILLS
BUILDINg DEPAR~~NT
.... , 6/i/06
DAD IUl:C.li:lV1llD .
JOB ADDRESS
DaJj
MeMDr'{
LEGAL DESCRIPTION: LOT(S)
Joe
S02Q
Pa. sco Per ,..,,'t 5e.rv I 'c, e" I
7gg- 531'-1-
OWNER'S NAME
Lane.. )
Zephyr WI ~ > F-I. 335i.fD
SUBDIVISION ~Ma-- H-jlf
I ,
BLOCK
PARCEL 10 " IJ.- ~ft; -;1./- Of tJ() -(}(}tJf)tJ-OOt./-D
(OBTAIN FROM PROPER'I'Y TAX NOTTCPB
WORK PROPSED: ONEW CONSTHUCTION
19"Au III T I ON
OALTEHATION
o REPAIR
o INSTALL
Os I GN
PROPOSED USE: ~L F'AMILY UWELLlIW
o COMMERCIAL
. I
o MOVE
o DEMOLISH
OHULTI-FAMILY
o lIWUSTIUAL
0" OF UNITS
o SWIMMING POOL
OMOBILE HOME
o OTHER
o RESTAURANT & IIEl\LTII DEPARTMENT APPROVAL
DESCRIP'l'lON OF' WORK 6~leen. ROOM o-.~ Cnncrite SIa.b
BUILDING SIZE go X. 35' SQUARE E'OOTAGE (;2. 30
1 '
HEIGHT 6~ Fa...k..-S,
RESIDENTIAL: A'l"l'ACII (2) PLOT PLl\NS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FOAMS." "'j
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLl\NS & (1) SET ENERGY FOAMS. ,""
PROPERTY SURVEY REQUIRED E'OR ALL NEW CONSTRUC'l'ION.
PERMITS REQUESTED
[D""BUILDING
$ ;;, If 10, 6'0-
VALUA'l'ION OF 'l'OTAL CONS'l'RUC'l'ION
I.
o ELECTRICAL
o PLUMBING
o MECHANICAL
AMP SERVICE
o F'LORIDA POWER
o W.R.E.C.
1\
, ,
$
VALUATION OF MECIIJ\NCIAL INSTALLATION
:Ii
o GAS
o ROOFING
o SPECIALTY
o OTIIEH
'.
'l'YPE OF CONSTRUCTION: 0 OLOCK
o F'IV\ME
o STEEL'
lIr"O'l'HER oll.41M ~LL~
" .
I
FINISHED FLOOR ELEVl\'l'lONS
IS PHOJEC'l' IN FLOOD ZONE ARFAO YES' Cl N~
~ ! ~I
"
BUJ:LD&R .
r2A.)-k /r-1./1-
COMPJ\NY -:TAl? ALVMlkJUM..
STATE CER'I' OR REGIST It
crl'Y PI\OCESSING If ~71
, .,.
..****.........................................*****************.*
ELEC'l'IUCJ:l\N
COMPJ\NY
STATE CER1' 01\ REGIS'r "
CITY PROCESSING ft
SIGNATURE
.*..*..***.....*...*******.*.*****************.******.**********..
PLUMBER
COMPJ\NY
STATE CEI\T OR REGIST "
CITY pnOCESSING It
SIGNATURE
SIGNATURE
**..*****.~..*..****.*****..****.*****.*.....*.....*.*............
COMPANY
STATE CEnT OR REGIST "
CITY PHOCESSING ff
MECHANICAL
.**************.****..***..***.*.**...*****.***********.*.***..**
:::l'UR;OO~ ~
COMPANY ~
STATE: CEnT R REGIST
CITY PI\OCESSlNG If
.0
- - - -- -. ~.,.,...."n...~' 1"I1\T RESULT IN YOUR
nu...-.n:r ~"~\.---ri YOR IJlllPROVE:HEM'l'S '1'0 YOUR pnOPER'l'Y. I F YOU INTEND TO OB'rAIN FINANCING, CONSULT
WITfI YOUR LENDER OR AN A'l"l'ORNEY BEFORE nECOnUING YUUn NOTICE OF COMMENCEMENT. JOBS UKDBl\'
$2. SUO IN VA1.UB 00 NO'l' NEEl> "0 I\ECOI\l> ANl> I?OS'1' 1\ "'noTIcE OF COMMENCEMENTw.
SIGNATURE: OWNER on AGENT
SIGNATURE: CON'l'RAC'l'OR
"
i
STATE: OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledyed
Before lIIe this _ day of , 19_
by
(name of person acknowledged)
D who is personally knowlI to me, or
STATE OF FLOHIDA
COUNTY OF
'l'he foregoing instrument was
Before lIIe this ---Slay of
by
acknowledged "
, 19~
(name of person acknowledged)
Qho is personally known to me, or
o who has produced
(type
and whoD did Ddid not
of identiflcation)
lake an oath.
o who has produced
(type of identification)
alld who Ddld [:.t::Ud not take an oath
SCREEN, VINYL & GLASS ROOMS
SECTION 3
MINIMUM 3-112"
SLAB ON GRADE OR
RAISED FOOTING
(SEE DETAILS FOR
FOOTING,S)
-'LW'--------,
/~
I
ROOl=
SELECT EDGE BEAM TABLE 3.1.1
AND I OR TABLE 3.1.2
FOR MAX.
UPRIGHT
LENGTH
:r:
1" x 2"
-1
VARIES NO MAX. (ELEV. SLAB OR ON GRADE)
TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING
· (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1 "x2" PLATE TO BOTTOM OF WALL BEAM)
ALTERNATE CONNECTION AT
FASCIA ALLOWED (SEE
SECTION 7 FOR DETAILS)
SOLID ROOF
LOAD WIDTH
FOR ROOF BEAM
rt= L~2--r
,
L-O.H.
EXISTING
STRUCTURE
SIZE BEAM AND UPRIGHTS
(SEE TABLES)
P = PROJECTION FROM BLDG.
LW = LOAD WIDTH
VARIES
L P VARIES --J
TYPICAL SCREEN I GLASS ROOM
SCALE: 1/4" = 1'-0"
NOTES: ANCHOR 1" x 2" OPEN BACK EXTRUSION WITH 1/4"x2-1/4" CONCRETE
FASTENER MAXIMUM OF 2'-0" ON CENTER AND WITHIN 6" OF UPRIGHT
ANCHOR 1" x 2" TO WALL WITH 2-1/2" #10 SHEET METAL SCREWS WITH
WASHERS 2'-0" ON CENTER. ANCHOR BEAM AND COLUMN INTERNALLY
OR WTH ANCHOR CLIPS AND #10 SCREWS AND WASHERS.
SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH
VALUE OF P/2 OR P/2 + O.H.
,
\"- .
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E_ BENNETT, P.E.
PAGE
77
SCREEN, VINYL & GLASS ROOMS
(2) #10 x 1" S. M. S. INTO
SCREW SLOTS
ANCHOR 1" x 2" PLATE TO
CONCRETE W/1/4" x 2-1/2"
CONCRETE ANCHORS WITHIN
6" OF EACH SIDE OF EACH
POST AND 24" O.C. MAX.
MIN. 3-1/2" SLAB 2500 PSI
CONC. 6x6-10x10 W.w.M. OR
FIBER MESH
VAPOR BARRIER UNDER
CONCRETE
~
SECTION 3
BEAM / HEADER
ALTERNATE CONNECTION
DETAIL 2" x 2" x 0.063" ANGLE
CONNECT UPRIGHT @ BEAM I
HEADER AND CHAIR RAIL
ANGLE CLIPS MAY BE
SUBSTITUTED FOR INTERNAL
SCREW SYSTEMS
1" x 2" EXTRUSION
1-1/8" MIN..lN CONCRETE
HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL
SCALE: 1/4" = 1"
2" x 2" OR 2" x 3" OR 2" 5MB POST
o 0
o 0
(4) #10 x 1/2" S.M.S. EACH SIDE
OF POST
HEADER BEAM
ANCHOR 1" x 2" PLATE TO CONCRETE
WITH 1/4" x 2-1/2" 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 1/16" ANGLE EACH SIDE
ATTACH TO POST AND CONCRETE
AT LOAD BEARING WALL WITH
(2) #10 x 1/2" S.M.S. EACH SIDE
1" x 2" EXTRUSION
MIN. 3-1/2" SLAB 2500 PSI CONC.
6x6-10x10 W.w.M. OR FIBER MESH
VAPOR BARRIER UNDER CONCRETE
1-1/8" MIN. IN CONCRETE
SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL
SCALE: 1/4" = 1"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA. Fl32121
TELEPHONE (904) 787-4714
FAX (904) 787-8556
SEAL
PAGE
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
81
SECTION 3
SCREEN, VINYL & GLASS ROOMS
)
_F.1~~."" Allowable Beam Spans - Hollow Extrusions for Screen
and I or Vinyl [Open] Rooms with Solid Roofs
Aluminum Alloy 8083 T-8
Wind Zone
102 MPH I 110 MPH I 120 MPH I 125 MPH I 140 MPH
I I Applied Load I I
17#/Sa.FL 20 # / Sa. FL I 23 # / Sa. Ft. I 26 # / Sa. FL I 32 # / Sa. FL
Load Width 3" x 2" x 0.050"
5' 9-5" 8'-8" 8'-1" 7'-T' 6'-10'
8' 8'-7" 7 -11" 7 -4" 6-11" 6'-3'
7' 7'-11" 7'-4" 6'-10' 6-5" 5'-9"
8' 7 -5" 6'-10" 6'-5" 6'-0" 5-5"
9' 7'-0' 6'-5" 6-0" 5'_8" 5 -1
10' 6'-8' 6'-1" 5'-9' 5'-4" 4-10'
11' 6'-4" 5'-10" 5'-5" 5'-1" 4'-7"
12' 6'-1" 5'-7" 5'-3" 4'-11" 4'-5"
Load Width 3" x 2" x 0.070"
5' 10'-1" 9'-4" 8'-8" 8'-2" 7'-4"
6' 9'-3" 8'-6" 7'-11" 7'-S" 6'-9"
7' 8'-7" 7'-11" 7'-4" 6'-11" 6'-3"
8' 7'-11" 7'-4" 6'-11" 6'-6" 5'-10"
9' 7'-S" 6'-11" 6'-S" 6'-1" 5'-S"
10' 7'-2" 6'-7" 6'-2" 5'-9" 5'-3"
ii' 6'-10" 6'-3" 5'-10" 5'-S" 4'-11"
12' 6'-6" 6'-0" 5'-7" 5'-3" 4'-9"
Load Width 2" x 3" x 0.050" .
5' 11 -1" 10'-3" 9'-7" 8'-11" 8'-1"
6' 10'-2" 9'-4" 8'-9" 8'-2" 7'-5"
7' 9'-5" 8'-8" 8'-1" 7'-7" 6'-10"
8' 8'-9" 8'-1" 7'-7" 7 -1" 6'-5"
9' 8-3" 7'-8" 7'-1" 6-8" 6'..011
10' 7 -10" 7'-3" 6'..9" 6'-4" 5-9'
11' 7-6" 6'-11" 6-5" 6'-1" 5-6'
12' 7'-2" 6'-7" 6'-2" 5'-10" 5'-3"
Load Width 2" x 4" x 0.050'
5' 13-9" 12'-8" 11'-10" 11'-1" 10-0"
8' 12-7" 11'-7" 10'-9" 10-2" 9-2"
7' 11'-7' 10-8" 9'-11" 9'-5" 8-6"
8' 10'-10' 10-0" 9'-4'1 8'-9' 7-11'
, 9' 10'-3" 9'-5" 8'-10" 8'-3" 7'-6"
10' 9'-9' 8'-11' 8'-4" 7'-10. 7'-1'
11' 9'-3" 8'-6" 7'-11" 7'-6" 6'-9"
12' 8'-10" 8'-2" 7'-8" 7'-2" 6'-6"
'J
Note:
Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M,P,H,
wind load requirements to the above upright sizes Increases the strength so that additional framing is not
required,
Tables assume extrusion oriented with longer extrusion dimension parallel to applied load.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O, BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 787-8556
(-.J
SEAL
PAGE
@ COPYRIGHT 1999
90 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
SCREEN, VINYL & GLASS ROOMS
Load
Width
102 M.P.H.
36"
42"
48"
54"
60"
66"
72"
78"
84"
90"
19#'S . Ft.
12'-3"
11'-4"
10'-7"
9'-11"
9'-6"
9'.0"
8'-8"
8'.4"
7'-11"
7'-g"
2" x 3" x 0.050" Hollow Extrusion
Wind Zone
Load 102 M.P.H. I 110 M.P.H. I 120 M.P.H. I 125 M.P.H. I 140 M.P.H.
Width Applied Load
19 # 'Sq. Ft. 23 # 'Sq. Ft. 26 # 'Sq. Ft. 29 # 'Sq, Ft. 36 # 'Sq. Ft.
36" 16'-10" 15'.3" 14'-4" 13'-7" 12'-3"
42" 15'-7" 14'.2" 13'-4" 12'-7" 11'-4"
48" 14'-7" 13'.3" 12'.5" 11'.9" 10'-7"
54" 13'-9" 12'-6" 11'-9" 11'-1" 9'-11"
60" 13'-0" 11'-10" 11'-2" 10'-6" 9'-6"
66" 12'-5" 11'-3" 10'.7" 10'-1" 9'-0"
72" 11'-11" 10'-10" 10'-2" g'-7" 8'-8"
78" 11'-5" 10'-5" 9'-9" 9'-3" 81-4"
84" 11'-0" 10'-0" 9'-5" 8'-11" 8'-0"
90" 10'-8" 9'-8" 9'-1" 8'-7" 7'-g"
2" x 4" x 0.050" Hollow Extrusion
Wind Zone
Load 102 M,P.H. I 110 M.P.H. I 120 M.P,H. I 125 M.P.H. I 140 M.P.H.
Width Applied Load
19 # ISq. Ft. 23 # 'Sq. Ft. 26 # 'Sq. Ft. 29 # 'Sq. Ft. 36 # 'Sq. Ft.
36" 20'-9" 18'-11" 17'-g" 16'-10" 15'-1"
42" 19'-3" 17'-6" 16'-5" 15'-7" 13'-11"
48" 17'-11" 16'-4" 15'-5" 14'.7" 13'-1"
54" 16'-11" 15'-5" 14'.6" 13'-9" 12'-4"
60" 16'-1" 14'-8" 13'-g" 13'-0" 11'-8"
66" 15'.4" 13'-11" 13'-1" 12'.5" 11'-2"
72" 14'-8" 13'-4" 12'-7" 11'-11" 10'.8"
78" 14'-1" 12'-10" 12'-1" 11'-5" 10'-3"
84" 13'-7" 12'-4" 11'-8" 11'-0" 9'.11"
90" 13'-2" 11'-11" 11'-3" 10'-8" 9'.7"
Notes:
Glass Rooms' The addition of aluminum frame windows with glass panes that are designed
to 110M P H wind load requirements to the above upright sizes increases the strength so that
additional framing is not required.
Using screen panel width "W' (See typical glass room drawing.), select upright required from
the maximum height allowed for each extrusion.
Screen Splines on 3" side. extrusion turned with 3" side parallel to sole plate
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA. FL32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P-E.
SECTION 3
SEAL
PAGE
93
SECTION 2
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
J-.J
A'
INTERNAL OR EXTERNAL RECEIVING CHANNEL
SCALE: 1/4" = 1"
2" x 2" x 0.063" ANGLES
A'
INTERNAL OR EXTERNAL ANGLE CLIPS
SCALE: 1/4" = 1"
Q
ALUMINUM TUBE COLUMN
CONCRETE ANCHORS (SEE
SCHEDULE)
~
EXTRUDED ALUMINUM BASE
OR BREAK FORMED U-CLlP
~
CORROSION RESISTIVE STEEL
THRU BOLT PER SCHEDULE
A'
CONCRETE SLAB OR FOOTING
NOTE: ATTACHMENT DETAILS SHOWN REQUIRE
DIAGONAL BRACING FOR FREE-STANDING
COVERS
TUBE COLUMN BASE SCHEMATIC INTERNAL BASE
SCALE: 1/4" = 1"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
(~
SEAL
PAGE
@ COPYRIGHT 1999
60 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
SECTION 2
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
--- ----------------
..-J
(/)
w
~
~
ROOF PANEL SEE SECTION 7
ANCHOR (SEE DETAIL FOR PAN
OR COMPOSITE PANEL)
FOR NUMBER OF BOLTS AND SIZE
OF POST (SEE TABLE 2. 3)
BEAM AND POST SIZES (SEE TABLE
2.1.1, TABLE 2.1.2 AND 1 OR TABLE
2.2.1, TABLE 2.2.2)
COLUMN NOTCHED TO SUIT
SIDE NOTCH POST TO BEAM CONNECTION
SCALE: 1/4" = 1"
--- ----------------
(/)
w
~
~
ROOF PANEL SEE SECTION 7
(J
SIDE
BEAM
@
@
@
@
ANCHOR PER DETAIL FOR PAN OR
COMPOSITE PANEL
FOR NUMBER OF BOLTS AND SIZE
OF POST (SEE TABLE 2.3)
1 3/4" x 1 3/4" x 0.063" RECEIVING
CHANNEL THRU BOLTED TO POST
WI THRU BOLTS FOR SIDE BEAM
(SEE TABLE 2.3 FOR NUMBER OF
BOLTS)
CENTER NOTCH POST TO BEAM CONNECTION
SCALE: 1/4" = 1"
BEAM AND POST SIZES (SEE TABLE
2.1.1 , TABLE 2.1.2 AND I OR TABLE
2.2.1, TABLE 2.2.2)
COLUMN NOTCHED TO SUIT
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 4368. SOUTH DAYTONA. FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
(..1
SEAL
PAGE
@ COPYRIGHT 1999
64 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
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SECTION 2
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@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P,E.
--
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Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 4368. SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
PAGE
69
SECTION 2
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
Table 2.3
J
Schedule of Post to Beam Size and Number of Thru-Bolts Required
Aluminum Alloy 6063 T-6
Beam
Size
2" x 3" x 0.050" Hollow Tilt
2" x 4" x 0.050" Hollow
2" x 4" x 0.038" x 0.100" Self Mating Beam
2" x 6" x 0.050" x 0.120" Self Mating Beam
2" x 7" x 0.055" x 0.120" Self Mating Beam
2" x 8" x 0.072" x 0.224" Self Mating Beam
2" x 9" x 0.072" x 0.224" Self Mating Beam
2" x 9" x 0.082" x 0.306" Self Mating Beam
The minimum number of thru.bolts is two (2)
Table 2.4
Minimum
Post Size
3"x 3"x 0.060" Scalloped
3"x 3"x 0.060" Scalloped
3"x 3"x 0.060" Scalloped
3"x 3"x 0.060" Scalloped
3" x 3" x 0.093"
3" x 3" x 0.093"
3" x 3" x 0.125"
3" x 3" x 0.125"
# Thru-Bolta
1/4"11I
2
2
2
2
3
3
4
4
L-O+Y."
3/8"11I
2
2
3
3
xisting Slab on Grade with unknown
reinforcement
.'
Isolated Footing
Dimensions"
1'-0" x 1'-0" x 1'-0"
1'-4" x 1'-4" x 1'-4"
1'-6" x 1'-6" x 1'.6"
1'-8" x 1'-8" x 2'-0"
1'-8" x 1'-8" x 2'-6"
2'-0" x 2'-0" x 2'-0"
2'-0" x 2'-0" x 2'-6"
2'-6" x 2'-6" x 2'-6"
2'-6" x 2'-6" x 3'-0"
Uplift
Rating #
520
1000
1320
2040
2540
2640
3300
4000
4800
Maximum Attributable Roof Area in Square Feet
30 26 22 20 16
59 50 38 31
77 66 57 51 41
120 102 89 78 64
150 127 111 98 80
155 132 115 102 83
194 165 143 127 103
270 230 200 177 144
324 276 240 212 172
r.
'->
"Notes:
Isolated Footing is a poured concrete rectangular solid (Length x Width x Depth).
Slab on grade must be new or in good condition.
(i) 80# Bag
(i) 80# Bag
(i) 80# Bag
rade with 80 # ba re.mix concrete and backfilled to rade.
Maximum Attributable Roof Area in Square Feet
102 87 76 67 54
107 91 79 70 57
112 95 83 73 60
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
PO. BOX 4368, SOUTH DAYTONA. FL32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
'-.J
PAGE
@ COPYRIGHT 1999
72 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2
Wind Load = 140 MPH
Applied Load =
Maximum
Height Load in Lbs
11.10" 5,184
13'-10' 3,888
1 -10' 3,024
17'-10" 2,268
Height Load in Lbs
13.9 6,912
16-1 5,184
18'-4' 4,032
20'-7' 3,024
Height Load in Lbs
15'-9 9,312
18'-5' 6,984
21 -0' 5,432
23'-8 4,074
J
',-.
Steel Post
Wind Load = 102 MPH I 110 MPH I 120 MPH I 125 MPH I 140 MPH
Applied Load = 17 #/Sq. Ft. I 20 #/Sq. Ft. I 23 #/Sq. Ft. I 26 #/Sq. Ft. 32 #/Sq. Ft.
Maximum Allowable Roof Area in Square Feet for Various Loads on Post
Height Load in Lbs 3" x 3" x 14 Gauge Post - 46 k.sJ. Steel
19-10 10,050 591 503 437 387 314
21-9' 7,430 437 372 323 286 232
23'-9 5,638 33:.! 262 245' 217 116
2S'-9 4,311 257 219 190 168 137
Height Load in Lbs 3" x 3" x 11 Gauge Post - 46 k.s.!. Steel
19-8 15,870 9 4 794 690 610 4
21-7 11,730 6 0 587 510 451 3
23-6 8,970 5 8 449 390 345 2
25'.6' 6,900 4 '6 345 300 265 2
Height Load in Lbs 4" x 4" x 14 Gauge Post - 46 k.sJ, Steel
26.8 12,650 744 633 550 481 3
29'.3 9,350 550 4ti8 407 360
32-0 7,150 421 358 311 us 2
34'-6' 5,500 324 'Lf';J 239 212 1
1,--,
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 4368. SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E. BENNETI, P.E.
PAGE
71
SOLID ROOF PANEL PRODUCTS
SECTION 7
fL
.l -
J -- .-..-----
'12"- - ---. .--.--
~
..----.-.--1
-".~~." YY-'.QI.~.__15_Y^RIOUS I'IEIGI-IT RIf?~13J!NDUSTRY STANDARD] ROOF PANEl:
SCALI:: 1/4" '" I"
I .
",l'
~ I
<1;
>
.t--- -- -- --
J---------- -------.-.------- ,. --. - '12"---- - --------.
f
!
12" WIDE x 3" RISER INTERLOCKING [INDUSTRY STANDARD] ROOF PANEL
SCALE: 1/4" = 1"
I
L-----------.--- --. .12.00"-- ".
l
1
INDUSTRY STANDARD CLEATED ROOF PANEL
SCALE: 114" = 1"
~l~ i*~
SElECTP~ElDEPTH 1
FROM TABLES
/r
ALUMINUM SKIN
E.P.S. CORE
.-:::::~::::::::::::::::::::::::::::::::::::::: I- SIDE PANEL
:.:.::: :::::::,:.:::.::::.:.:::.:.:.:::.:: CONNECTIONS VARY
.. ..... . .. .. , . .. ... . . ~ (DO NOT AFFECT PANEL
SPANS)
-----.-46"---
COMPOSITE ROOF PANEL [INDUSTRY STANDARDl
SCALE: 1/4" = 1"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER -- DEVELOPMENT CONSULTANT
P.O. BOX 4368, SOUTH DAYTONA. FL32121
TELEPHONE (904) 787-4774
FAX (904) 787-8558
SEAL
@ COPYRIGHT 1999
NOTTO BE REPRODUCED IN WHOLE OR IN PART WIIHOUT THE WAI n EN PERMISSION OF LAWRENCE E. BENNETT. P.E.
pAGE
169
SECTION 7
ALTERNATE CONNEC1ION:
#8 x 1-1/4" SCREWS (:'J) PEn
PAN INTO FASCIA -lllnOUGlI
PAN BOXEU END
#10 x 1-112" S.M_S. (1) PER
RAFTER OR HtUSS TAIL
If 10)( 3/,.," S.M.S. @ 12" O. C.
FOR MASONRY USE 1/4" x
1-1/4" TAP-CON ANCHOR OR
HJUAL @ 24" O. C. FOR WOOD
USE #1Q x 1-"112" S.M.S. OR
WOOD SCREWS@ '12" O. C.
EXISTING HOST STRUCTURE:
WOOD FRAME, MASONRY OR
On-IER CONS rRUCTION
SOLID f~OOF PANEL PRODUCTS
PAN HOOF ANCIIOHING DETAILS
ROOF PANEL TO FASCIA DETAIL
SCALE: 1/4" = 1'-0"
\
EXISTING TRUSS OR RAFTER
SEALANT
#8 x 9/16" S.M.S. (3) PER PAN
AND (I) @ RISER
HEADER (SEE NOTE BELOW)
ROOF PANEL
#8 x 9/16" S.M.S. (3) PER PAN
AND (1)@ RISER
EXISTING FASCIA
SEALANT
#8 x 9/16" S.M.S. (3) PER PAN
AND (1) PER RISER
HEADER (SEE NOTE BELOW)
ROOF PANEL
.,'
#8 x 9/16" S.M.S. (3) PER PAN
AND (1) PER RISER
ROOF PANEL TO WALL DETAIL
SCALE: 1/4" = 1'-0"
NOTES: ROOF PANELS SHALL BE ATTACHED TO THE I-lEADER WITH (3) EACH #8 x 1/2" 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 1/2" SCREW EACH. THE
PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 x 1" OF THE ABOVE
SCREW TYPES AND THE ABOVE SPECIFIED RIB SCREW.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TIINT
P.O. BOX 4366, SOUTfl MYTONA. Fl32121
TELEPHONE (904) 767.4774
FAX (904) 767-6556
SEAL
PAGE
@ COPYRIGHT 1999
170 NOT TO BE REPRODUCED IN WHOLE OR IN PN~ r WllHOUIlHE wnmEN PERMISSION OF LAWRENCE E. BENNETT, P_E_
SECTION 7
SOLID HOOF PANEL PRODUCTS
mm=--.w.. Allowable Spans for Industry Standard Riser Panels for Various Loads
Aluminum Alloy 3105 11.14 or H-25
3" x 12" x 0.019" Riser Panels
ODen Bulldlnos Enclosed Bulldlnas
Wind Applied Overha/lli Condition Wind Applied Overhano Condition
Realon Load NONE 1'-0" 2'-0" 3'.0" 4-0" Realon Load NONE 1'-0" 2'-0" 3'-0 ' 4'-0"
102 M,P.H, 17 10'-11" 11'.2" 11'-8" 12'-6" 13'-7" 102 M.P.Il. 29 8'-5" 8-7" 9'-4" 10'-4" 11'-7"
110 M.P.H. 20 10'.1" 10'.4" 10'-10" 11'.9" 12'-11" 110 M.P.H. 35 7'-8" 7'-11" 8'-7" 9'-9' 11'-1'
120 M.P.H. 23 9'.5" 9'.8" 10'.3" 11'-2" 12'-,\" 120 M.P.H. 41 7'-1" 7.4" 8'.1" 9'.3" 10'-8'
125 M.P.H. 26 8'-10" 9'-1" 9'.9" 10'.8" 11'-11" 125 M.P.H. 45 6'.9" 7 .0" 7'-10" 9'.0" 10'.5"
140 M.P.H. 32 7'-11" 8'-3" 8'-11" 9'-11" 11'-4" 140 M.P.H. 56 8'.0" 8'-4" 7'-3' 8'-6" 10'.0"
3" x 12" x 0.026" Riser Panels
ODen Buildlnos Enclosed Bulldlnas
Wind Applied Overhallli Condition Wind Applied OverhallOCondltlon
Reaion Load NONE 1'-0" 2'-0" 3'.0" 4'-0" Realon Load NONE 1 -II" 2'-0" 3-0" 4'.0'
102 M.P.II. 17 13'-11" 14'-1" 14'-6" 15'2" 16'0" 102 M.P.!!. 29 10'.8" 10'-10" 11'-4" 12'-3" 13'.4"
110 M.P.!l. 20 12'.10" 12'.11" 13'-5" 14'-2" 15'-1" 110 M.P.H. 35 9'.8' 9'.11" 10'-6" 11'-5" 12'.7"
120 M.P.!!. 23 11'.11" 12'-1" 12'-7" 13'-4" 14'-5" 120 M.P.H. 41 8'-11" 9'-2" 9'.10" 10'-9" 12'-0"
125 M.P.H. 26 11'-3" 11'-5" 11'-11" 12'-9" 13'-10" 125 M.P.H. 45 8'-7' 8'.9" 9'.5" 10'-5" 11'.8"
140 M.P.H. 32 10'.2" 10'-4" 10'.11" 11'.9" 12'-11" 140 M.P.H. 56 7'-8" 7'-11" 8'-6" 9'.9" 11'-1"
3" x 12" x 0.032" Riser Pallels
ODen Bulldlnos Enclosed BUlldlnas
Wind Applied Overhana Condition Wind Applied Overhano Condition
Realon Load NONE 1'.0" 2'.0" 3'.0" 4'-0" Realon Load NONE 1'-0" 2'.0" 3'-0" 4'.0'
102 M.P,H. 17 15'-5" 15'-6" 15'-11" 16'-6" 17'-4" 102 M.P.I!. 29 11'.9" 11'-11" 12'.5" 13'-3" 14';3'
110 M.P.H. 20 14'.2" 14'.4" 14'-9" 15'-5" 16'-3" 110M.P,H. 35 10'.9" 10'-11" 11'-5' 12-3" 13'.5'
120 M.P.H. 23 13'.3" 13'-5" 13'.10" 14'.6" 15'-6" 120 M.P.H. 41 9'-11" 10'.1" 10'.8" 11'-7" 12'-9"
125 M.P.H. 26 12'.5" 12'-7" 13'.1" 13'.10" 14'.10" 125 M.P.H. 45 9'-5" 9'-8" 10'.3" 11'.2" 12'.5"
140 M,P.H. 32 11'.3" 11'-5" 11'.11" 12'-9" 13'-9" 140 M.P.H, 56 8'.6" 8'.9" 9'-4" 10'.5" 11'-8"
Note: Total roof panel width = room width plus wall widlh plus overhang_
111n~._ Allowable Spans for Industry Standard Riser Panels for Various Loads
Aluminum Alloy 3105 H-28
3" x 12" x 0.0'19" Riser Panels
- 0 en Bulldln s
Wind Applied Overhan Condition
f'le Ion Load NONE 1'.0" 2'.0" 3'.0"
102M.P.H. 17 12'-9" 12'.11" 13'-4" 14'-1"
11o'M.P.H. 20 11'-9" 11'.11" 12'-5" 13'-2"
-iioM.P.II. 23 10'-11" 11'-1" Tf1i"'" 12'.6"
--Us M.P.H. 26 10'-3" 10'-6" 11'-0" '1'-11"
'l~ifM.P.H, 32 9'-3" 9'-6" 10'.1" 11'-1"
4-0"
15'-0"
14'-2"
lj':7"
13'-0"
12'-3"
Wind
Re 1011
102 M.P.H.
110 M.P.H.
120 M.P.II.
125 M.P.H.
140 M.P.H.
Enclosed Bulldlll s
Applied Over Ian Condition
Load NONE '.0" 2'.0' 3'-0"
29 9'.9" 9'.11" 10.6" 11'-5"
35 8'-10" 9'.t" 9'.9" 10'-8"
41 8'-2' 8'.5" 9'.1" 10'-2"
45 7'-10" 8'.1" 8'.9" 9'.10"
56 7'-0" 7'.3" 8'-1" 9'-3"
4'.0'
12'.7"
11'.11"
11'.5"
11'-2"
10'-8"
._--~ Aflpllp.d Wind
__,l~f)~ Load 3'.0" 4'O",_~!.2'.!...... 3 .0" 4'.0"
102 M.P,II, 17 l-r::y.- 18' 0" 102 M.P .11. 13'.9" 14,'-9"
nii M.P.II. -20 16'.1" 16'-11" - 110 MFJI. 12'-9" 13'.10"
'iiii'M.fi:lI. 23 15'-1" 16'-0" 120 M.P.H. 12'.0" 13'.1"
-i25 M.P.H. 26 14'-4" 15'-4" 125 M.P.H. 11'.7" 12'-9"
-l~OMYJi:- -32 13'-3" 14'-3" 140 M.P .11. 10'-9" 11'-11"
--lijlpllp.d Enclosed Bulldin s
Wind Applied Overhan Condition
Load 3'-0" 4'-0" Re Ion Load NONE 1'-0" 2'.0" 3',0" 4'-0"
17 18'-10" 19'-7" 102 M.P.H. 29 13'-6" 13'.10" 14'.3" 14'.11" 15'-10"
110M.P,II. 20 17'-6" 18'-4" 110 M.P.H. 35 12'.5" 12'.7" 13'-1" 13'.10" 14'-10"
12iiM.PJI.- '-23 16'-6" 17'-4" 120 M.P.H. 41 11'.6" 11'-6" 12'-2" 12'.11" 14'-0"
fiSM.r:n:- -26 15'-8" 16'.6" 125 M.P.H. 45 10'-11" 11'-2" 11'.8" 12'-6" 13'-7"
140'M.P:;r--'32 14'-4" 15'.3" 140 M.P.H. 56 9'-10" 10'.1" 10'-8" 11'-6" 12'-8"
Notp.: r alai foof panel width = room widlh plus wall widHl pillS overhang
Lawrence E. Bennett, P.E.
Cf\lfL, ENGINEER - DEVELOPMENT CONSUL TANT
PO_ BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (~04) 767-4774
FAX (904) 767-6558
SFAL
I'^(~F:
178
@ (;OPYrllGI IT 1999
NOT TO BE HEPRODUCED IN WHOlE OR IN PAR r WI "lOUT 1 HE WHI r fEN PERMISSION OF LAWRENCE E. BENNETI, P.E.