HomeMy WebLinkAbout02-0971
BUILDING PERMITN~
09'71
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
/n() ,J>>
uaUILDING
Date cP -7 -O:z..
ELECT~L
PLUM~'-
MEC~CAL
Sewer Conn
Property Owner:
Job Address:
Parcel I. D. #
Zoning:
Description of Work
R~;::
~;(k0v~
C.vLl>iM S Iv .
Water Conn:
Water Meter:
T,I.F.'s:
Energy Code;
~CJr.eR.M ~
Radon Gas:
OY\ &'5f/~
s~
FINAL
;' 0( 1"-0 ~
NO OCCUPANCY BEFORE C.O.
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
C.O.
DATE
Inspector
RL..
City License Registration #
State Certified License#
~tfZC '
Permit Fee ~
,XSignature ' iot.(. ~ ,,'~
/ '
Company
Address
)oTelePhone#/ g-'{- 531'1
Valuation or
Contract Price
~}3cro ,~
/9:
13 ~r 5 1l1t/frV1,
BUILDING
Tp. Servo
Rough In
Meter Can
Canst. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Twenty Five 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 08vrnent nf inc:nar>+in.... f..__ ....._11...._ --....1- ..._~___ __..... L._.....__ ____.=....._ ...:n L.._ !_____....I '"'-_ ...._
CITY OF ZEPHYRHILLS PERMIT APPLICATIO~~~~f J-5-~2 tr
BUILDING DEPART~ENT 5335 Sth STREET ZEPHYRHILLS, FL 33540
Phone:S13-7S0-0020 Fax:S13-7S0-0021
DATE RECEIVED 2 - /f - O.;t.
PLANS REVIEW FEE
OWNER'S NAME~ ; Iderbrand 7 Dono...ld <Y- JCl<:k'"e_
JOB SITE ADDRESS .3 7 I ~ g ~ u..llen s Tr a...- I
PASCO PERMIT SERVICE
PHONE CONTACT R1~-7e8-5314
SUBDIVISION S i I Ve.f Oaks
LEGAL DESCRIPTION: LOT(S)
BLOCK
PARCEL ID # 03- ~~ - ~ 1- tJ I <A D - {)(Y)OO - 0170
WORK PROPSED: 0 NEW CONSTRUCTION ~ ADDITION
(OBTAIN FROM PROPERTY TAX NOTICE)
o ALTERATION
o REPAIR
o INSTALL
DSIGN
o MOVE
o DEMOLISH
PROPOSED USE: ~SGL FAMILY DWELLING
o COMMERCIAL
DMULTI-FAMILY
0# OF UNITS
o MOBILE HOME
o INDUSTRIAL
o SWIMMING POOL
o OTHER
c=J RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK L~~r-~en RoovY\ on PXl"Stlng sloJJ
BUILDING SIZE I D X ;<~ SQUARE FOOTAGE ~ 30 HEIGHT
~ '--to II
RESIDENTIAL:
COMMERCIAL:
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERMITS REQUESTED
~BUILDING
$ 3~O(). go
VALUATION OF TOTAL CONSTRUCTION
o ELECTRICAL
AMP SERVICE
o FLORIDA POWER
o W.R.E.C.
o PLUMBING
o MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS
o ROOFING
o SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
o STEEL
~ OTHER cJ-i t{ l4-<.-i n t.{ "'^-'
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD YES
o NO
BUILDER COMPANy~hr's A \u..If\.\..~Y\\'('w....- ~ H-tR.r.dI.A..tl..r-e...
10 JAIl~-I1 J ".,. n A-- ^ . . STATE CERT OR REGIST #
SIGNATURE ~( IVLA.Jfl)'-"OJ~ CITY PROCESSING ~I '3
***** ************************************************************
ELECTRICIAN
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
******************************************************************
PLUMBER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
******************************************************************
MECHANICAL
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
.The undersigned understands that this permit may be subject to ~deed restrictions" which
may be more restrictive than City regulations. The undersigned assumes responsibility for
compliance with any applicable deed restrictions.
,I,
B; UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they may be required
to be licensed in accordance with state and local regulations. If the contractor is not
licensed as required by law, both the owner and contractor may be cited for a misdemeanor
violation und~r state law. If the owner or intended contractor are uncertain as to what
licensing requirements may apply for the intended work, they are advised to contact the
City of Zephyrhills Building Department, 813-788-6611.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign portions of the "Contractor Sections" of this application for which they
will be responsible. If you, as the owner signs as the contractor, you are indicating that
you, rather than the contractor, are responsible for the work. If the contractor wishes
you to sign as contractor that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction
lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the ~owner", I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the ~owner" prior to commencement.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the information in this application is accurate and that all work will
be done in compliance with all applicable laws regulating construction, zoning, and land
development.
Application is hereby made to obtain a permit to do work and installation as indicated. I
certify that no work or installation has commenced prior to issuance of a permit and that
all work will be performed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governmental agencies may apply to
the intended work, and that it is my responsibility to identify what actions I must take to
be in compliance. Such agencies include but are not limited to: *Department of
Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
*Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps of Engineers-Seawalls, Docks, Navigable Waterways
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone ~A" or "A, etc.", it is
understood that a drainage plan addressing a "compensating volume" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes,
nor shall issuance of a permit prevent the Building Official from thereafter requiring a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for a
period of six months after the time the work is commenced. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall be requested
in writing to the Building Official. An approved inspection must be logged during each six
month period, or the project will be considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT".
~~ SI~~
STATE OF FLORIDA ~/'! ""- c..o
COUNTY OF L~
The foregoing instrument was acknowledged
Before me this ~,' ay of J7lV'luar<j , 1.~o:;l-
by vY)tArt~n.h:l("re-
AI (name of person acknowledged)
~o is personally known to me, or
o who has produced
(type of identification)
and ~id not
STATE OF FLORIDA '7")
COUNTY OF r-ClS~
The foregoing instrument w~acknowledged
Before me this~ day ofJll.J.w.ilrj , >>~;2
by VV\~ VYlon \!xlrre",-,
~_~ (name 0 person acknowledged)
~ho is personally known to me, or
o who has produced
(type of identification)
Ddid t ke an oath.
Name
",\\\~~~l;f~ L
,,~~....11$:'
typed,~lA~~~'d!lor
~~t~~}:.{~.~,~.
r iii;) 8a hr
'", if CC ~17
~t~~ 2
"'e[) THRU
:L:':'''!G co. INC
Name typed,
75"
I
;).&
I
,;2,3
PRbPO.sC f.) Sc.rE E /J
RoOM Of\J
E XISTI /0(.., SL^ 13
"
/0
W54
BA5.:1623
c;J
W2
I
III 511
4
E2
I
515 IE7 -,
L I 55
NB LE5
E14 _lFOP-95 is
5~E12 __1E:l
5l..E6 E19
1'"A<399
521
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H-OU ~ E
EJ9J'
I
).0
371;;2'6 CULLENS Tr.ZL,
N33
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,
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....
'"'
PROPOSED SCREEN ROOM
I 3" COMPOSITE PANEL ROOF I
3)(;1.. ,045
POSTS
54" max,
between
16"
J~ICI~PLA TE
- -.. -- -- __~_.~ 4 ._ -- --
EXISTING SLAB
23'
BACK ELEV A liON
T
I
E
X H
I 0
U
S
E
8'
8'-6" S
T
L~
1
10'
SIDE ELEY A TION
SECTION 3 SCREEN, VINYL & GLASS ROOMS
Table 3.1.2 Allowable Beam Spans - Hollow Extrusions for Screen
and I or Vinyl [Open] Rooms with Solid Roofs
Aluminum Alloy 6063 T -6
Wind Zone
102 MPH I 110 MPH I 120 MPH I 130 MPIi I 140 MPH I 150 MPli
Applied Load
17 # I Sq. FU 20 # I SQ, FU 24 # I SQ, FU 28 # I SQ, FU 32 # I SQ. FU 37 # I SQ. Ft
Load Width 3" x 2" x 0.045"
5' 6'-6" 6'.0" 5'-6" 5'-'1" 4'-9" 4'.5"
6' 5'-11" 5'-6" 5'-0" 4'-8" 4'-4" 4'-0"
7' 5'-6" 5'-1" 4'-8" 4'-4" 3'-11" 3'-9"
8' 5'-1" 4'-9" 4'-4" 4'-0" 3'.9" 3'-6"
9' 4'-10" 4'-6" 4'-1" 3'-lU" 3'-6" 3'-3"
10' 4'-7" 4'-3" 3'-11" 3'-7" 3'-4" 3'-1"
11' 4'-4" 4'-1" 3'-9" 3'-5" 3'-2" 2'-11"
12' 4'-2" 3'-11" 3'-7" 3'-3" 3'-1" 2'-10"
Load Width 2" x 3" x 0.045"
S' 6'-9" 6'-3" 5'-9" 5'-3" 4'-11" 4'-7"
6' 6'.2" 5'-8" 5'-3" 4'-10" 4'-6" 4'-2"
7' 5'-8" 5'-3" 4'-10" '1'-6" 4'-2" 3'-10"
8' 5'-4" 4'-11" 4'-6" 4'-2" 3'-10" 3'-7"
g' 5'-0" 4'-8" 4'-3" 3'-11" 3'-8" 3'~g;r-
10' 4'-9" 4'-5" 4'-1" 3'-9" 3'-6" 3'-3"
11' 4'.6" 4'-2" 3'-10" 3'-7" 3'-4" 3'-1"
12' 4'-4" 4'-0" 3'-8" 3'-5" 3'-2" 2'-11 "
Load Width 2" x 4" x 0.050"
S' 10'-1" g'-S" 8'-7" 7'-11 " 7'-4" 6'-11 "
6' 9'-3" 8'-7" 7'-10" 7'-3" 6'-9" 6'-3"
7' 8'-7" 7'-11" 7'-3" 6'-9" 6'-3" 5'-10"
8' 7'-11 " 7'_5" 6'.10" 6'-3" 5'-10" 5'-5"
9' 7'_6" T-O" 6'-5" 5'-11" 5'-6" 5'-2"
10' T-2" 6'-8" 6'-1" 5'-1" 5'.3" 4'-10"
11' 6'-10" 6'-4" 5'-10" 5'-4" 4'-11" 4'.8"
12' 6'.6" 6'-1" 5'-7" 5'-2" 4'-9" 4'-5"
)
I
Nole:
Glass Rooms: The addition of aluminum frame windows with glass panes thaI are designed to 110 M,P,H,
wind load requirements to the above upright sizes increases the strength so thaI additional framing Is nol required.
Tables assume exlruslon orienled with longer extrusion dimension parallet to applied load,
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENr CONSUL rANr
P,O, BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 787--4774
FAX (904) 767-6556
SEAL
PAGE
3-18
..
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PA"] If'." IIOUT THE WRI fTEN PERMISSION OF IJ\WRENCE E. BENNETT, P,E,
SCREEN, VINYL & GLASS ROOMS
Load
Width
36"
42"
48"
---S4"
60"
66"
72"
78"
84"
-gO"
SECTION 3
8 # IS . Ft.
12'.6"
11'-7"
10'-10"
10'.3"
9'-8"
9'-3"
6'-10"
6'-6"
6'-2"
7'-11:--
2" x 3" x 0.045" Hollow Extrusion
Wind Zone
Load 102 M.P.H. I 110 M.P.H, J 120 M,P.H.I 130 M.P.H. 1140 M.P.H.' 150 M.P.H.
Width AiiDlied Load
~6" 8 #/Sa. Fl. 9 # ISa. Ft. 10 # ISq. Ft. 12 # ISa. Fl. 15 # ISa. Ft. 16 # 150. Ft.
14'.3" 13'.3" 12'.2" 11'.2" 10'.3" g'-g"
42" 13'-3" 12'-3" 11'-4 " 10'-4" 9'-6" g'.O"
48" 12'-4" 11'.6" 10'-7" 9'-8" 6'-10" 6'.5"
54" 11'.6" 10'-10" - 9'.11" 9'.2" 8'-4" 7'-11 "
60" 11'.1 " 10'-3" 9'.5" 6'.6" 7'.11 " 7'.6"
66" 1 0'-7" 9'.1O" g'.O" 6'.3" 7'-7" 7'.2"
72" 10'.1" 9'.5" 6'.0" 7'-11 " 7'-3" 6'.10"
78" g'-O" 9'.0" 0'.4" 7'.7" 6'.11" 6'-7"
84" 9'.4" 6'-6" 7'.11" 7'-4" 6'.6" 6'.4"
90" g'-O" B'-5" 7'-g" 7'-1 " 6'-6" 6'.2"
.. 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 130 M.P.H. I 140 M.P.H. I 150 M.P,H.
Width Acclied Load
- 8 # ISq. Ft. 9 # ISq. Ft. 10 # ISq. Ft. 12 # ISQ. Fl. 15 # ISQ. Fl. 16#/50
---~-' 19'-7" 16'.2" 16'.9" 15'-4" 14'-0" 13'.4"
42" 18'-1" 16'-10" 15'-6" 14'.2" 12'.11" 12'.4"
-48"- 16'.11 " 15'-9" 14'-6" 13'-3" 12'-2" 11'-6"
54" 15'.11" 14'-10" 13'-6" 12'-6" 11'-5" 10'-10"
60" 15'-2" 14'.1" 12'-11" 11'-10" 10'.10" 10'.4"
66" 14'-5" 13'-5" 12'-4" 11'-4" 10'-4" 9'-10"
---rr--' 13'-10" 12'-10" 11'.10" 10'.10" -g::n" 9'-5"
~'78" 13'-3" 12'-4" 11'-4" 10'-5" 9'-6" 9'-1"
-84"- --T2':Tr- --l1'=1T ~U'-11" 10'-0" 9'-2" 6'-9"
90" 12'-4" 11'-6" 10'.7" 9'.6" 6',10" 6'.5"
Notes:
Glass Rooms: The adclition of aluminum frmlle windows with glass panes lhal are clesigned
to 110 M,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 wilh 3" side parallel 10 sole plate,
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 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WI 'OU I If' WRIT TEN PERMISSION OF LAWRENCE E, BENNE IT, P.E.
PAGE
3-21
SECTION 3
SCREEN, VINYL & GLASS ROOMS
ALTERNATE CONNECTION f- --=1__
DETAIL 1"x2"WITH .-J_~~----~---:-~
(3) #10 x 1-1/2" S.M.S. INTO I r--
SCREW BOSS f-~==O -i
(2) #10 x 1 1/2" S. M, S, INTO ___ ________
SCREW BOSS , ~
ANCHOR 1" x 2" PLATE TO ~'
CONCRETE WI 1/4" x 2-1/2" __ ~
CONCRETE ANCHORS WITHIN \ li~-li- -
6" OF EACH SIDE OF EACH \
POST AND 24" O,C, MAX.
..J=- - -- "-
MIN, 3-1/2" SLAB 2500 PSI
CONC, 6 x 6", '10 x 10 WW,M.
OR FIBER MESH
VAPOR BARRIER UNDER
CONCRETE
BEAM 1 HEADER
ANGLE CLIPS MAY BE
SUBSTITUTED FOR INTERNAL
SCREW SYSTEMS
MIN, (3) #10 x 1 1/2" S.M.S.
INTO SCREW BOSS
1" x 2" EXTRUSION
1-1/8" MIN. IN CONCRETE
ALTERNATE HOLLOW UPRIGHT TO BASE AND
HOLLOW UPRIGHT TO BEAM DETAIL
2" x 2" OR 2" x 3" OR 2" 5MB
POST
ANCHOR 1"x2" CHANNEL TO
CONCRETE WITH 1/4" x
2-1/4"CONCRETE ANCHORS
WITHIN 6" OF EACH SIDE OF
EACH POST AT 24" O,C. MAX,
OR THROUGH ANGLE AT 24"
O.C, MAX.
MIN, 3-1/2" SLAB 2500 PSI
CONC, 6x6-10x10 WW.M, OR
FIBER MESH
VAPOR BARRIER UNDER
CONCRETE
o 0
., ~
.,
(4) #10 x 1/2" S.M,S. EACH SIDE
OF POST
)
-j
HEADER BEAM
H-BAR OR GUSSET PLATE
MIN, (4) #10 x 1/2" S,M,S. @
EACH POST
1" x 2" EXTRUSION
1-1/8" MIN. IN CONCRETE
ALTERNATE PATIO SECTION TO UPRIGHT AND
PATIO SECTION TO BEAM DETAIL
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 2000
3-8 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION or LAWRENCE E BENNETT, P,E,
SCREEN, VINYL & GLASS ROOMS
SECTION ~
MINIMUM 3-112"
SLAB ON GRADE OR
RAISED FOOTING
(SEE DETAILS FOR
FOOTINGS)
- 'LW' ---,
FOR MAX,
UPRIGHT
LENGTH
~
I
ROOF
SELECT EDGE BEAM TABLE 3,1.1
AND 1 OR TABLE 3.1.2
~
:x:
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" x 2" PLATE TO BOTTOM OF WALL BEAM)
ALTERNATE CONNECTION AT
FASCIA ALLOWED (SEE
SECTION 7 FOR DETAILS)
SOLID ROOF
LOAD WIDTH
FOR ROOF BEAM
f-LW.,L
I ~P/2
SIZE BEAM AND UPRIGHTS
(SEE TABLES)
L O.H.
EXISTING
STRUCTURE
P = PROJECTION FROM BLDG.
LW = LOAD WIDTH
VARIES
1-- P VARIES ---l
TYPICAL SCREEN / GLASS ROOM
NOTES: ANCHOR 1" x 2" OPEN BACK EXTRUSION WITH 1/4" x 2-1/4" CONCRETE FASTENER MAXIMUM OF
2'-0" ON CENTER AND WITHIN 6" OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL WITH
#10 x 2-1/2" SHEET METAL SCREWS WITH WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW
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,
SELECT FOURTH WALL BEAM FROM TABLE 2,1.3 USING P/2
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL T ANT
P,O, BOX 4368. SOUTIl DAYTONA. FL 32121
TELEPHONE (904) 767-4774
FAX (904) 76Hl556
SEAL
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PAR I WITHOUT "IE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P,E,
PAGE
3-1
SOLID ROOF PANEL PRODUCTS
#10 x 1-1/2" S. M. S, OR WOOD
WOOD SCREW (1) PER
RAFTER OR TRUSS TAIL
#10 X 3/4" S, M. S, OR WOOD
SCREW SPACED @ 12" O. C,
FOR MASONRY USE
1/4" x 1-1/4" TAPCON ANCHOR
OR EQUAL @ 24" O,C, FOR
WOOD USE #10 x 1-1/2" S,M,S,
OR WOOD SCREWS
@ 12" O,C,
EXISTING HOST STRUCTURE
WOOD FRAME, MASONRY OR
OTHER CONSTRUCTION
COMPOSITE ROOF ANCHORING DETAILS
ROOF PANEL TO FASCIA DETAIL
ROOF PANEL TO WALL DETAIL
SECTION 7
EXISTING TRUSS OR RAFTER
#8 x 1/2" S,M,S, SPACED
@8"O,C, BOTH SIDES
ROOF PANEL
#8 x 1/2" S,M,S, SPACED
@ 8" O,C. BOTH SIDES
EXISTING FASCIA
#8 x 1/2" S,M,S, SPACED
@ 8" O,C, BOTH SIDES
ROOF PANEL
#8 x 1/2" S,M,S. SPACED
@ 8" O,C, BOTH SIDES
NO 1 ES: WOOD S rRUC IlJRES SIIOUUJ CONNECT ., 0 TRUSS Buns OR TilE SUB-FASCIA
FnAMING WIIERE 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 1-1/4" WASHERS OR SHALL BE
WASHER HEADED SCREWS,
HEADER INSIDE DIM~NSION SHALL BE EQUAL TO PANEL OR PANS "t", THE WALL
THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL
WALL THICKNESS, HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH
ANCHORS APPROPRIATE FOR THE MATERIAL CONNEC'IED TO, THE ANCHORS DETAILED
ABOVE ARE BASED ON A LOAD FROM 120 M,P,H, FOR SBC SECTION 1606 FOR A
MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE,
Lawrence E, Bennett, P,E.
CIVil. ENGINEER. DEVELOPMENT CONSUL TANT
PO BOX 436B, SOUTH DAYTONA, rL 32121
TElEPHONE (904) 767-4774
rAX (904) 767.6556
SEAL
PAGE
@ COrYRlGHT 20{)O
Nor TO /lE: nEPHODUCED IN WHOLr: on IN PAIl! WIIHOU r II IF Willi I EN r[lU.1ISSIOJ~ or LAwnENCE E !JENNEll, 1'[:
7-3
SOLID ROOF PANEL PRODUCTS SECTION 7
.
r ..."
M ---c:=- -~ "
L~r. " "
L------------ 48" 1
1,0 # DENSITY E.P.S. FOAM & 3105 H-14 OR H-25 ALUMINUM ALLOY
PATENT # 4,769,963 AND 5,086,599
SNAP - N - LOCK PANEL @
Table 7.4.1 Structall Building Systems Inc. Snap & Lock @ Composite Roof Panels
Allowable Spans for Composite Roof Panels @ Various loads
Aluminum Alloy 3105 1-1-14, H-25 Foam Core E.P,S. 1# Density
Manufacturers Proprietary Products:
3" x 48" x 0.019" Panels
Open Buildings Enclosed Buildings
Wind Applied Overhang Condition Wind Applied Overhang Condition
Region load NONE 1'-0" 2'-0" 3'-0" Region load NONE 1'-0" 2'-0" 3'-0"
--- --
102 M.P.If. 17 14',7" 14'-0" 15'-1" 15'-9" 102 M,P.H. 30 10'-11" 11 '-2" 11'-6" 12'-6"
110 M.P.If. 20 13'6" 13'-0" 1-1'-1" 14'-9" 110 M.P.H. 35 1 0'-2" 10'-5" 10'-11" 11'-10"
--
120 M.P.II. 24 12'-5" 12'-6" 13'-0" 13'-9" 120 M.P.H. 41 9'-4" 9'-7" 10'-2" 11'-1"
1-----
130 M.P.II. 28 11 '-5" 11'-7" 12'-1" 12'-11" 130 M,P.H, 48 6'-B" 6'-10" 9'-6" 10'-6"
-'"------ -
140 M.P.lt. 32 10'-7" 10'-9" 11'4' 12'-2" 140 M,P.If. 56 6'-0" B'-3" B'-ll" 10'-0"
"--"-- ,--- t--.
150 M.P.II. 37 9'-11" 10'..1" 10'-8" 11'-1" 150 M.P.H, 64 1'-6" T-9" 6'-6" g'-7"
3" x 46" x 0,024" Panels
Open Buildings Enclosed Buildings
Wind Applied _, Overhang Condition Wind Applied Overhang Condition
,-~~ ~!~ NONE 1'-0" 2',~" 3'-0" Region Load NONE 1'-0" 2'-0" 3'-0"
'102 M.P.II. 17 16'-4 " 16'-5" 16'-10" 11'-5" 102 M.P.II. 30 12'-4" 12'-6" 12'-11" 13'-9"
f----
110 M.P.II. 20 lS',2" 15'-3" 15'8" 16'-4" ~!'1,P.li. 35 11',5" 11'-6" 12'-2" 12'-11"
----'.'- ----
120 M,P.II, 24 13'-11" 14'-0- 1-1'5" 15'-2" rE? ~.P.II, 41 10'-6" 10'-6" 11'-3" 12'-1"
----, -
130 M.P.II. 28 12'-10" 12'-11" 13'-5" 14'-2" 130 M.P.II, 48 9'-6" 9'-11" 10'-6" 1 !:E.
.-------.-.- --- --- -- - "----
1010 M.P,lt J2 11'-11 " 12'-1" 12'-7" 13'-4" 140 M.P.If. 56 0'-11" 9'-3" 9'-10" 10'-10"
--------. 10'.4"
'150 M.I'.II. 37 11'-1" 11'-3" 11'-10" 12'-7" 150 M.P.H. 64 6'-5" B'-6" 9'-4"
-
3" x 46" x 0,030" Panels
-- ... ...
Open Buildings Enclosed Buildings
------
Wind Appllod Overhang Condition Wind Appllod Overhang Condition
----, --
_~cglon ._ Load NONE 1'-0" 2',0" 3',-0" Region _ Load NONE 1'-0" 2'-0" 3'-0"
----- --- -- -- -- -- ~
102 M.P.II. 17 18'-10" 18'-11" 19'-3" 19'-9" 102 M.P.II, 30 14'-2" 14'-4" 14'-9" lS'-5"
.----.--.- --
110 M,P,It. 20 17'-S" 11'-7" 17'-11 " 18'-5" 110 M,P,I-I, 35 13'-2" 13'-4" 13'-9" 14'.6"
-----.. -- .
120 M.P,II. 24 lS'.ll" 16'-1" 16'-6" 11'.1" 120 M,P.II, 41 12'-1" 12'-3" 12'-9" 13'-6"
--, --
130 M,P,It. 28 14'-9" 14'-11" 15'4" lS'-11" 130 M.P.II. 48 11'-2" 11'-4" 11'.10" 12'-6"
"--,---- -- 1--- --
140 M,P.It, 32 13'-6" 13'-10" 14'-3" 14'-11' 140 M.P.I-I, 56 10'-4" 10'-7" 11'-1" 11'-11 "
---.- - --
150 M.I'.It, 37 12'-9- 12'-11" 13'5" 14'-2" 150 M.P.II. 64 9'-6" 9'-10" 1 0'.6" 11'-5"
---
Note: Tolal roof pallel widlh = room width plus wall widlh plus overhang,
---
----~ Lawrence E. Bennett, P.E.
BTRUCTALI:. CIVIL ENGINEER - DEVELOPMENT CONSUL rANT
,liUii:5iiiiii"'iiviiTiiiiiiii- 1 PO, BOX 4368, SOUTH DAYTONA, FL32121
3S0 BURBANK, OLDSMAR, FL 3413 7-4906 lELEPHONE (904) 767-4774
LOCAL (813) 855-2621 FAX (904) 767-6556
NATIOI~WIDE 1-BOO-969-37(o->
FAX (813) 854-2802 SEAL
PAGE
@ COPYRIGHT 2000
NOl ro BE REPRODUCED IN WHOLE OR IN PARr WIl f: ' THE WRI TEll PEP' ii 0F LAWRENCE E, BENNETT, P,E, 7-35
--"~ '---