HomeMy WebLinkAbout01-0845
BUILDING PERMITN~
0845
CITY OF ZEPHYRHILLS
(813) 788-6611
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Parcell.D, # c:!y-~t.. :21-01:; ~D-CJO OOl>- All'- e:2e:29
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Zoning: r , En:7gy Code: Radon Gas: ~
Descriotion of Work ~4;.J)..,. A~ cj 0 ~
Permit
-
Date /~ -/<)-0 I
~
Sewer Conn
Water Conn:
Water Meter:
T,I.F.'s:
QV
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
Valuation or 114 <i /f~
Contract Price /J 9~-
Permit Fee 'A
~
Company
Address
.-- of)
/'7' /-
,
City License Registration # ...2..5 9 '1
State Certified License#
(
Cc;,~ECTRI~~&a cS. PLUMBIN~ ,fllla.
Tp. Servo SLB ~-a8"-O ( H'Jb, f{L~
Rough In J-It" -0).. IND,al3 Tub Set.,I-/f,-O^,- U.So188
Meter Can Water
Const. Pole Sewer/;-<f-o-<. ,e~ r
Pool Final
Pre-Meter
Final
M~'''~CAL
~
(~-~- C BUILDINV
Ftr.
Pre SLB
Lintel
FRM. t -( fI ~ D;;l. I-tJO I "1313
Insul. CL
WL
Breakers
Ducts Insl.
Compressor
Final
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 payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
CITY OF
ZEPHYRHILLS
"NOTICE"
OF ADDITION OR CORRECTION
BUILDING
DEPARTMENT
I/,'! ;}~
ADDRESS DATE PERMIT-#
3509 /J- It-t!J "L 02'1
THIS JOB HAS NOT BEEN COMPLETED The following additiqns or corrections shall be made before the job
. will be accepted.
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DO NOT REMOVE
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CITY OF ZEPHYRHILLS PERMIT APPLICATIO~~J, ('J..-{!l~~Ll(j-
BUILDING DEPARTMENT 5335 Sth STREET ZEPHYRHILLS, FL 33540
Phone:S13-7S0-0020 Fax:S13-780-0021
DATE RBCEIVBD 1;2-10-0/
PLANS REVIEW FEE
OWNER'S NAME 5.-(eu~u ~r/ PP', T0
JOB SITE ADDRESS 35" CJcy ~ 1"'( cl'{ ,1-.1/1
PHONE CONTACT
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION
PARCEL ID # t2r;-~~ -::LI-ooh?;-ovooo-
(OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPSED: ONEW CONSTRUCTION
o ADDITION
o ALTERATION
o REPAIR
o INSTALL
OSIGN
o MOVE
o DEMOLISH
PROPOSED USE: OSGL FAMILY DWELLING
OMULTI-FAMILY
0# OF UNITS
o MOBILE HOME
o OTHER
o COMMERCIAL
o INDUSTRIAL
o SWIMMING POOL
DESCRIPTION OF WORK
D
.:5 f/eL
.2&tJ I
RESTAURANT & HEALTH DEPARTMENT APPROVAL
~DIA/7
5c.'re--e V(
BUILDING SIZE
SQUARE FOOTAGE
HEIGHT
RESIDENTIAL:
COMMERCIAL:
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERMITS REQUESTED
o BUILDING
$ /0~7~ ~L/
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
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD YES
o NO
BUILDER
SIGNATURE
COMPANY b
STATE CERT OR REGIST .it
CITY PROCESSING # J~'
**********************************************************
ELBCTRICIAN
f. L COMPANY '1?!cJ NO tyf
~ ~ STATE CERT OR REGIST #
CITY PROCESSING # ~Jl~
PL1DIBBR ~
SIGNAT~~
* ****************************************************************
COMPANY 'fJ/A /1 f1t1 w 6 f ~6
STATE CERT OR REGIST # ~
CITY PROCESSING # d- U 'l..
MECHANICAL
******************************************************************
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
CONDITIONS OF PERMIT AFFIDAVIT
A,. NOT-ICE 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
c~mpliance with any applicable deed restrictions.
B:' UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they may be required
to be licensed in accordance with state and local regulations. If the contractor is not
licensed as required by law, both the owner and contractor may be cited for a misdemeanor
violation under state law. If the owner or intended contractor are uncertain as to what
licensing requirements may apply for the intended work, they are advised to contact the
City of Zephyrhills Building Department, 813-788-6611.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign portions of the ~Contractor Sections" of this application for which they
will be responsible. If you, as the owner signs as the contractor, you are indicating that
you, rather than the contractor, are responsible for the work. If the contractor wishes
you to sign as contractor that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of ~Florida's Construction
lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the ~owner", I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the ~owner" prior to commencement.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the information in this application is accurate and that all work will
be done in compliance with all applicable laws regulating construction, zoning, and land
development.
Application is hereby made to obtain a permit to do work and installation as indicated. I
certify that no work or installation has commenced prior to issuance of a permit and that
all work will be performed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governmental agencies may apply to
the intended work, and that it is my responsibility to identify what actions I must take to
be in compliance. Such agencies include but are not limited to: *Department of
Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
*Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps of Engineers-Seawalls, Docks, Navigable Waterways
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone ~A" or ~A,etc.", it is
understood that a drainage plan addressing a ~compensating volume" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes,
nor shall issuance of a permit prevent the Building Official from thereafter requiring a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for a
period of six months after the time the work is commenced. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall be requested
in writing to the Building Official. An approved inspection must be logged during each six
month period, or the project will be considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENC
PAYING T E FOR IMPROVEMENTS TO OUR PROPERTY. IF YOU I
WITH Y LENDER OR AN ATTORN BEFORE RECORDING YOUR I
$2,50 VALU NOT NEED RECORD AND POST A ~NO F
SIGNATURE: CONTRACTOR
acknowledged
19_
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____day of
by
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____ day of
by
acknowledged
19
(name of person acknowledged)
Dwho is personally known to me, or
(name of person acknowledged)
C1ho is personally known to me, or
of identification)
take an oath.
Owho has produced
(type of identification)
and who Ddid Odid not take an oath
o who has produced
(type
and whoO did Odid not
signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
~ 1- ;z,~
PROPOSAL
A to Z Aluminum
(813) 715-7523
Zephyrhills, FL
No,
Date
Sheet No,
Proposal Submitted To:
Street
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Work To Be Performed At:
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City
State
2232-
3'5 <;<<1-.;,)
Date of Plans
Architect
We hereby propose to furnish the materials and perform the labor necessary for the completion of
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All material is guaranteed to be as specified, and the above
specifications submitted for above work and completed
Any alteration or deViation from above speCifications involving extra
costs, will be executed only upon written orders, and will become an
extra charge over and above the estimate. All agreements contingent
upon strikes, accidents or delays beyond our control. Owner to carry
fire, tornado and other necessary insurance upon above work. Work,
men's Compensation and Public liability Insurance on above work to be
taken out by
Respectfully submitted
work to be performed in accordance with the drawings and
in a substantial wor,kfnanlike manner for the sum of
// Dollars [$
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with payments to be made as follows:
Per
Note-This proposal may be withdrawn by us if not accepted
within days,
The above prices, 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, ,/ . /,..,.c:'~
Signature )(~' 'L.t-f'r.--
/j~l/ j
Signature /~.4/L~ j'--'
ACCEPTANCE OF PROPOSAL
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'9IbPs FORM 3850
..
DUPLICATE
MADE IN USA
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SECTION 2
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
2'-0" MIN.
BEFORE SlOPr
~
L m ... ... m m - :-
(1) #50 BAR CONT.
(1) #50 BAR CO NT.
.-.---..-.-
.
.
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/ .
. .
8"
12"
TYPE I
FLAT SLOPE' NO FOOTING
0-2" , 12"
TYPE II
MODERATE SLOPE FOOTING
2" /12" - 1'-10"
TYPE III
STEEP SLOPE FOOTING
> 1'-10"
NOTES:
1. NO FOOTING OTHER THAN 4" SLAB IS REQUIRED EXCEPT WHEN ADDRESSING EROSION
UNTIL THE CARPORT OR PATIO COVER EXCEEDS 20'-0". THEN A MINIMUM OF A TYPE II
FOOTING IS REQUIRED,
2, FOR WOOD FRAME UTILITY SHEDS THE MINIMUM DEPTH OF THE FOOTING SHALL BE 10" FOR
TYPE II FOOTING AND 14" FOR TYPE III FOOTING.
3. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6x6-10x10
WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF WIRE MESH.
4. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR
FOOTING SECTION REQUIRED BY LOCAL CODE, LOCAL CODE GOVERNS,
SLAB-FOOTING DETAILS
~ . . ....-.
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
SEAL
PAGE
2-18
@ COPYR1GHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P,E,
SECTION 2
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SEAL
PAGE
A IT ACHED & FREE-STANDING COVERS AND UTILITY SHEDS
SEE CONNECTION
DETAILS
(SECTION 7)
PAN OR COMPOSITE
PANEL
(SEE TABLES SECTION 7)
r
- ....---6
2 x 4 LUMBER #2 S.P.F.
(MIN.) OR
2" x 2" ALUMINUM MAY BE
SUBSTITUTED WITHOUT
HURRICANE CLIPS
FOURTH WALL FRAMING
WHERE REQUIRED
HURRICANE CLIPS FOR
WOOD (SEE PAGE 2-5)
2 x 4 TOP PLATE @ ROOF
{DOUBLE TOP PLATE IF
LENGTH OVER 16'
TOP PLATE P.T. OR WI
VAPOR BARRIER @
ALUMINUM ROOF
SHEATHING: 7/16" O.S.B.
OR 1/2" PLYWOOD WI
STUDS 24" O. C. OR
STRUCTURAL GRADE
THERMAL PLY WI STUDS
@ 16" O. C.
2 x 4 PRESSURE TREATED
PLATE W/3J8" x 4-1/2"
CONCRETE ANCHORS @
4'-0" O. C. (SEE SLAB
DETAILS)
@ COPYRIGHT 2000
2-4 NOT TO BE REPRODUCED IN WHOlE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT. P,E,
UTILITY SHED WALL SECTION
Lawrence E. Bennett. P.E.
CML ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 4368. SOUTH DAYTONA, Fl32121
TElEPHONE (904) 787-4n4
FAX (904) 767-6558
SCREEN, VINYL & GLASS ROOMS
ANCHOR RECEIVING CHANNEL TO
CONCRETE WI FASTENER (PER
TABLE) WITHIN 6" OF EACH SIDE
OF EACH POST @ 24" O.C. MAX.
MIN. 3-112" SLAB 2500 PSI
CONC. 6 x 6 -10 x 10 W.W.M.
OR FIBER MESH
VAPOR BARRIER UNDER
CONCRETE
SECTION 3
2" x 2" OR 2" x 3" POST
#8 x 9116" TEK SCREWS BOTH
SIDES
1" x 2-1/8" x 1" U-CHANNEL OR
RECEIVING CHANNEL
CONCRETE ANCHOR
(PER TABLE)
1-1/8" MIN. IN CONCRETE
ALTERNATE POST TO BASE CONNECTION DETAIL 1
ANCHOR RECEIVING CHANNEL TO
CONCRETE WI FASTENER (PER
TABLE) WITHIN 6" OF EACH SIDE
OF EACH POST @ 24" O.C. MAX.
MIN, 3-1/2" SLAB 2500 PSI
CONC-:6 x 6 -10 x 10 W.W.M.
OR FIBER MESH
VAPOR BARRIER UNDER
CONCRETE
2" x 2" OR 2" x 3" POST
#8 x 9/16" TEK SCREWS BOTH
SIDES
1" x 2-1/8" x 1" U-CHANNEL OR
RECEIVING CHANNEL
CONCRETE ANCHOR
(PER TABLE)
1-1/8" MIN. IN CONCRETE
ALTERNATE POST TO BASE CONNECTION DETAIL 2
.
.
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
SEAL
@ COPYRIGHT 2000
NOT TO BE REPROOUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P,E,
PAGE
3-9
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 ..e
Wind Zone
102 MPH I 110 MPH I 120 MPH I 130 MPH I 140 MPH I 150 MPH
Applied load
17'" SQ. FU 20'" SQ, FU 24'" Sa, FU 28" I Sa. FtJ 32'" Sa. FtJ37'" Sa, 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'-10" 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"
5' 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" 4'-6" 4'.2" 3'.10"
8' 5'-4" 4'-11" 4'.6" 4'.2" 3'-10" 3'-7"
9' 5'.0" 4'.8" 4'-3" 3'.11 " 3'-8" 3'-5"
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"
5' 10'.1" 9'.5" 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" 7'-0" 6'-5" 5'.11" 5'.6" 5'-2"
10' 7'-2" 6'.8" 6'.1" 5'-7" 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"
Note:
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 that addilional framing is nol 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, SOUTM DAYTONA, Fl 32121
TELEPHONE (904) 787-4774
FAX (904) 787-8558
SEAL
PAGE
3-18
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOlE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P,E,
SCREEN, VINYL & GLASS ROOMS SECTION 3
Table 3.2.2 Allowable Upright Heights Screen, Vinyl and Glass Rooms
Aluminum Alloy 6063 T ~
3" x 2" x 0.045" Hollow Extrusion
Wind Zone
Load 102 M.P.H. I 110 M.P.H.T 120 M.P.H. I 130 M.P.H. I 140 M.P.H,T 150 M.P.H.
Width ADDlied Load
8 # ISQ, Ft, 9 # 150. Ft. 10 # 150. Ft. 12 # 150, FI. 15 # ISQ. Ft. 16 # ISQ, Ft.
36" 12'-6" 11'-B" 10'-B" 9'-10" B'.ll" 8'-6"
42" 11'-7" 10'-9" 9'-11" 9'-1" 8'-4" 7'-11"
48" 10'-10" 10'-1" 9'-3" 8'-6" 7'-g" 7'-5'
54" 10'-3" 9'-6" 8'-9" 8'-0" 7'-4" 6'.11"
f 60" 9'-8" g'-O" B'-3" 7'-7" 6'-11" 6'-7"
66" 9'-3" 8'-7" 7'-11" 7'-3" 6'-8" 6'-4"
72" 8'-10" 8'-3" 7'-7" 6'-11" 6'-4" 6'-0"
78" 8'-6" 7'-11" 7'-3" 6'-B" 6'-1" S'-g"
84" 8'-2" 7'-7" 7'-0" 6'-5" S'-lG' S'-7"
90" 7'-11" 7'-4" 6'-9" 6'-2" 5'-8" S'-S"
2" x 3" x 0,045" Hollow Extrusion
Wind Zone
Load 102 M.P.H.T 110 M,P.H.T 120 M.P.H. r 130 M.P,H. I 140 M,P.H.I 150 M.P.H.
Width ADD lied load
8 # 150-: Ft. 9 # 150. Ft. 10 # 150. Ft. 12 # 150. Fl. 15 # ISQ. Fl. 16 # ISQ. Ft.
36" 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" 8'-10" 8'-S"
54" 11'-8" 10'-10" 9'-11' 9'-2" 8'-4" 7'-11"
60" 11'-1" 10'-3" g'-S" 8'-8' 7'-11" 7'-6"
66" 10'-7" - 9'-10" g'-O" 8'-3' 7'-7" 7'-2"
72" 10'-1" g'-S" 8'-8" 7'-11" 7'-3" 6'-10"
78" 9'-8" g'-O" 8'-4" 7'-7" 6'-11" 6'-7"
84" g'-4" 8'-8" 7'-11' 7'-4' 6'-8" 6'-4"
90" g'-O" 8'-5" 7'-g" 7'-1' 6'-6" 6'-2"
2" x 4" x 0,050" Hollow Extrusion
Wind Zone
Load 102 M,P.H. r 110 M.P.H. r 120 M,P,H. J 130 M.P.H. J 140 M.P,H, I 150 M.P.H.
Width Applied load
8 # 150, Fl. 9 # ISQ, Fl. 10 # ISQ. Fl. 12 # ISQ. FI. 15 # ISQ. Fl. 16 # ISQ, Ft.
36" 19'-7" 18'-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'-8" 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"
72" 13'-10" 12'-10" 11'-10" 10'-10" 9'-11" g'-S"
78" 13'-3" 12'-4" 11 '-4" 10'-5" g'-6" 9'-1"
84" 12'-10" 11 '-11" 10'-11" 10'-0" 9'-2" 8'-9"
---' 90" 12'-4" 11'-6" 10'-7" 9'-8" 8'-10" 8'-5"
Notes:
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.
Using screen panel width "W" (See typical glass room drawing.), select upright required
from the maximum height albwed for each extrusion.
Screen Spline!: on 3" side. extrusion turned with 3" side parallel to sole plate,
Lawrence E. Bennett, P. E.
C/V/!. ENGINEER, DEVELOPMENT CONSUL TANT
P,O. BOX 4368. SOUTH DAYTONA. Ft 32121
TELEPHONE (9004) 167-4774
FAX (9004) 167.0556
SEAL
@ COPYRIGHT 2000 PAGE
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, PE 3-21
, SECTION 7
SOLID ROOF PANEL PRODUCTS
r
.
"<t
L
1 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 7.4.2 Structall Building Systems Inc. Snap & Lock @ Composite Roof Panels
Allowable Spans for Composite Roof Panels @ Various Loads
Manufacturers Proprietary Products:
.." x"'" x 0.019" Panels
Open Buildings Enclosed Buildings
Wind Applied Overhang Condition Wind Applied Overhang Condition
Region Load NONE 1'~" 2'..()" 3'~" Region Load NONE 1'~" 2'~" 3'~"
102 M.P.H. 17 1S'-11- 16'-1- 16'-5- 17'-1- 102 M,P.H. 30 12'-1- 12'-3- 12'-9- 13'-6-
110 M.P.H. 20 14'.10- 14'-11 1S' -4- 1S'-11 110 M.P.H. 35 11 '-2- 11'-S- 11'-11 12' -g-
120 M.P.H. 24 13'-7- 13' -g- 14'-2- 14'-10' 120 M.P.H. 41 10'-3- 10'-6- 11'-0- 11'-11
130 M.P.H. 28 12'-6- 12'-8- 13'-2- 13'-11' 130 M.P.H. 48 g'-6- 9'-8- 10'-3- 11 '-3-
140 M.P.H. 32 11'-8- 11'-10 12'-4 - 13'-1. 140 M.P.H. 56 8'-10- g'-O- 9'-8. 10'-8-
150 M.P.H. 37 10'-10- 11'-1- 11'-7" 12'-S- 150 M.P.H. 64 8'-3- 8'-S- 9'-2- 1 0'-2-
4" x 48" x 0.024" Panels
Open Buildings Enclosed Buildings
Wind Applied Overhang Condition Wind Applied Overhang Condition
Region Load NONE 1'~" 2'..()" 3'~" Region Load NONE 1'~" 2'~" 3'~"
102 M.P.H. 17 17'-11- 18'-0- 18'-4- 18'-11' 102 M.P.H. 30 13'-6- 13'-8- 14'-1- 14'-10-
110 M.P.H. 20 16'-8" 16'-9- 17'-1- 17'-8- 110 M.P.H. 35 12'-7" 12'-9- 13'-2- 13'-11
120 M.P.H. 24 1S'-3" 1S'-4- 15'-9- 16'-S- 120 M.P.H. 41 11'-6- 11'-8- 12'-2- 12'-11
130 M,P.H. 28 14'-1- 14'-3- 14'-8- 15'-4- 130 M.P.H. 48 10'-8" 10'-10- 11'-4- 12'-3-
140 M.P.H, 32 13'-1. 13'-2- 13'-8- 14'-4- 140 M.P.H. 56 9'.10- 10'-1- 10'-8. 11'-7-
150 M.P.H. 37 12'-2- 12'-4- 12'-10 13'-7" 150 M.P.H. 64 9'-3- 9'-5- 10'-1- 10'-11-
4" x 48" x 0.030" Panels
Open Buildings Enclosed Buildings
Wind - Applied Overhang Condition Wind Applied Overhang Condition
Region Load NONE 1'~" 2'..()" 3'~" Region Load NONE 1'~" 2'~" 3'~"
102 M,P,H. 17 20'-8- 20'-9- 21'-0- 21'-6- 102 M.P.H. 30 15'-7" 1S'-9- 16'-1- 16'-9-
110 M.P,H. 20 19'-2- 19'-3- 19'-7" 20'-1- 110 M.P.H. 35 14'-6- 14'-8- 1S' -0- 15'-8-
120 M,P.H. 24 17'-7" 17'-8- 18'-0- 18'-7" 120 M,P.H. 41 13'-3- 13'-5- 13'-10 14'-7.
130 M.P.H. 28 16'-3- 16'-4- 16'-8- 17'-3- 130 M.P.H. 48 12'-3- 12'-5- 12'.11 13'-8-
140 M.P.H. 32 15'-0- 15'-2" 15'-7" 16'-2- 140 M.P.H. 56 11'-4- 11'-7" 12'-1- 12'-10-
150 M.P.H. 37 14'-1- 14'-2- 14'-7" 15'-3- 150 M.P.H. 64 10'-7" 10'-10- 11 '-4- 12'-2-
Note: Total roof panel width = room width plus wall width plus overhang,
SEAL
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVEL OPMENT CONSUL T ANT
P.O, BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) T61-4774
FAX (904) 767-6556
~
STRUCTALI:
.U'LDIND .VBT.M. I
350 BURBANK. OLDSMAR, FL 34677-4906
LOCAL (813) 855-2627
NATIONWIDE 1-800-969-3706
FAX 813 854-2802
PAGE
7-36
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
SCREEN, VINYL & GLASS ROOMS
SECTION 3
MINIMUM 3-1/2"
SLAB ON GRADE OR
RAISED FOOTING
(SEE DETAILS FOR
FOOTINGS)
L- 'LW --,
FOR MAX,
UPRIGHT
LENGTH
1" x 2"
~ ROOF
I
.
::I:
1
SELECT EDGE BEAM TABLE 3.1.1
AND I OR TABLE 3.1.2
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
iLW
I I P/2 1
SIZE BEAM AND UPRIGHTS
(SEE TABLES)
L
O.H.
EXISTING
STRUCTURE
P = PROJECTION FROM BLDG.
LW = LOAD WIDTH
VARIES
L--- P VARIES ---l
TYPICAL SCREEN I 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 TANT
P,O, BOX 4368, SOUTH DAYTONA. FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767~556
SEAL
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P.E.
PAGE
3-1