HomeMy WebLinkAbout02-0892
"
BUILDING PERMITN2
0892
CITY OF ZEPHYRHILLS
(813) 788~6611
Permit
Date / - 5 - D;;""
~t.t. · e()
BUIL6{NG
35~ [YO
ELECTRICAL
3 5-.110
PLUMBING
~l
Sewer Conn
Property Owner:
Job Address;
Parcel I. D. #
LAw r -Wl& ?o I/o c/<
35.3 7 dlq lit'~h':re ,d'r.
Water Conn:
Water Meter:
6~fj,:;'t
T.I.F.'s:
Zoning:
Descriotion of Work
.~ode:?,id-
Radon Gas:
FINAL
1- I-O:L
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
Ftr.
Pre SLB '/1-/' -IJ;}
Lintel i
FRM. J -::l.3-0?
Insul. CL
WL
Tp. Servo
HJ(). Bd Rough In /J"}...,'3-t1 ~ I2L'f
Meter Can
(2J.'1 Const. Pole
Pool
Pre-Meter
Final vi" 1;- <" , -0 2.. R Of
Inspector
pe. 'm;t Fee ~;;. ~
~Ignature ~ --=......./"
Company
Address
yrelephone# ./7/S--~S.2s
pv((
P 2...1 f z...
PLUMBING
SLB t/i-Il(-o;).. f!..L'i
Tub Set ",/1-;;3-0;2 ~L'f
Water
Sewer 1
Final ~ -3/-0 ~ 1</..'1
Valuation or ~ '7 r- eo
Contract Price ~ I I U tKlJ.
City License Registration # j 5' 7' 7
State Certified License#
BUILDING
/10KlCN
~ZZ2.
ELECTRICAL
I1f-D Z
Breakers /
DU~
Comp ssor
Fin
Driveway
sk~. I-~-f)~ 1JflJ,1Z<'{
. ~~;~SptCTION 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.
OWNER'S NAME k(J/T'B4ce, /fl/&C k
JOB SITE ADDRESS 3S-3/! t41~/ld(h I?.n
LEGAL DESCRIPTION: LOT(S) /~ BLOCK
.
Ls~ 1;)-3(~ () ( p.~
CITY OF ZEPHYRHILLS PERMIT APPLICATION
BUILDING DBPARTMENT 5335 8~ STRBBT ZBPHYRRILLS, PL 33540
Phones813-780-0020 Paxs813-780-0021
DATB RBCBIVBD I~- :2.1- {) I
PLANS RBVIBW PBB
'r
PHONE CONTACT
SUBDIVISION
PARCEL ID #
WORK PROPSED: ~ CONSTRUCTION
(OBTAIN FROM PROPERTY TAX NOTICE)
o ADDITION
o ALTERATION
o REPAIR
o INSTALL
DSIGN
o MOVE
o DEMOLISH
PROPOSED USE: DSGL FAMILY DWELLING
DMULTI-FAMILY
0# OF UNITS
o MOBILE HOME
o COMMERCIAL
o INDUSTRIAL
o SWIMMING POOL
o OTHER
c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK I'IIcf rj,/, /if/'-/--
BUILDING SIZE /2 ;<2-~ SQUARE FOOTAGE / VII'! '
1-3/ 9/1
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 MECHANICAL
:J 1. '!)OtJ.d&
$ /
/
VALUATION OF TOTAL CONSTRUCTION
o BUILDING
lJ;31:LECTRICAL
tr"PLUMBING
AMP SERVICE
o FLORIDA POWER
o
$
VALUATION OF MECHANCIAL
o GAS
o ROOFING
o SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
o STEEL
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT
YES 0 NO
BUILDBR
COMPANY / CI #1
STATE CERT OR REGIST # /!}P S-/c y'7 ZJ
CITY PROCESSING #
COMPANY ~I"~n
STATE CERT OR REGIST #
CITY PROCESSING # 07~.~
SIGNATURE
******************************************************************
PLUMBBR
COMPANY ;:j;, / (
STATE CERT OR REGIST #
CITY PROCESSING # :;) /19...
SIGNATURE
~~A
******************************************************************
MECHANICAL
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHBR
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.
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. 1
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 Offici-al 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
FAYING CE FOR IMFROVEMENTS TO YOUR FROFERTY. IF YOU I ND TO OBTAIN FINANCING,
WITH Y LENDER OR AN ATT BEFORE RECORDING YOUR T E OF CO NCEMENT. S
$2,5 VAL NOT ED T RECORD AND POST A "NO E F COMM CENT".
acknowledged
, 15L-
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.
o who has produced
(type of identification)
and who Ddid [}:lid not take an oath
o who has produced
(type
and whoD did Ddid not
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
- - ~ - - --~ ~_.. ~ -- ~ - --- - --- ---- -.-- --.-- --- -~ .._~ ----- .---
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pages
A to Z Aluminum
(813) 715-7523
Zephyrhills, FL
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Proposal Submitted To:
Job Name
,Job It
Job Location
~
&~
Phone It
Date
Date of Plans
We hereby submit specifications and estimates for:
. <>;...,";7/. m.:.; <;;;..;......1m .....1 z;;r ../...,mr ........ ..... .7).. .... ........ ..... ?> 1.......... ......... . fi~.iA1... z', ..7.Z
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J::. /::/c. /:Jc c 1=,,, cL' .', (,mZ~-6<:!e.dal~!t.J./~itt.~..{,:j,/.?/~,)j~5?1!I....
~,fl7c...~::;",,7(2.. ..:t:.;. ....,{'.......l) [,;yer .... ......... .mm ..... ........ . .. .. {/ . (/ v
~.Jemd'..;;; .L~.rlgO?2;1C!..mj:J[eCl+~:r )fed /i1.,~-k/~t~d'}~();~L/~~)"~ct..... ./~(..l~v~.
l/3A..,i .LAd... _~~.+0:r(.~~(_ . /'(ir?'IA4...m(j)K<?t:"t.'!".u2ILG <<LI~Q;.ilPc~l41jJ1'fi/f/g-f~j
.~ , ~ r
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t.~. .. . . ....... mm ... ..... '>., . .;' .m;~ .. ...<1 m ..(; ...........m~/7'f-._)~ ~.. ....... ..:: ..j't.. ......'/H~/a 'f ,1 u.. ;"~;) .
~~:5!iE~?i~ii~6~,%~~L~1~{:~~
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We prW~l J1el~(18 ~rn~i~~ l,wmp~Jrb~o~'))he above specifications for the sum of:
$ /0 /:i#cl5cq ~ :.< 820 329. ~C) ~ ?',J6 5?2~?5"". Co .
with payments to be made as follows: '-- //- ,7,( .,t, :7
Any alteration or deviation from above specifications involving extra costs will be Respect.fully ~/.o;/ A'~ .'_ .. . -
executed only upon written order"and will become an extra charge over and './"_ _ , _
submitted --7" ~
above the estimate. All agreements contingent upon strikes, accidents, or delays
beyond our control.
Dollars
Note - this proposal may be withdrawn by us if not accepted within
days.
~CCtptance of ~ropoS'a/
The above prices, specifications and conditions are satisfactory and are Signature::;x 0"'-"c...~-.............""",--
hereby accepted. You are authorized to do the work as specified. . "
Payments will be made as outlined above.
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Date of Acceptance
Signature
at NC3819....~DE IN USA
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All WORK SHALL (;Ui'l'lh.t \illll L..l. ntiVAlLliH.l
CODES, SlAIIDARD BUILDING, PLUMBING,
1I_ll1'. u.c.1HD CITY OF ZEPHYRHIW
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SECTION 2
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
-\--
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ROOF PANEL SEE SECTION 7
:--=-=-------=-----=---=----==~--==-~--=-.~~-_. ----
-T
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'--------c~"-~--ci
FOR NUMBER OF BOL TS
AND SIZE OF POST (SEE _______
TABLE 23)
ANCHOR (SEE DETAIL FOR
PAN OR COMPOSITE
PANEL)
BEAM AND POST SIZES
(SEE TABLE 2.1.1, ____
TABLE 2.12 AND / OR
TABLE 22.1, TABLE 2.22)
i
~-------- COLUMN NOTCHED TO
SUIT
SlOE NOTCH POST TO BEAM CONNECTION
--=:::'-.=0-
Cf)
W
tr
~
>
ROOF PANEL SEE SECTION 7
I
~
,
,
" - -=c----- - _ _
@
@
'@
-=?=- SIDE BEAM
'@
1 3/4" x 1 3/4" x 0.063"
RECEIVING CHANNEL
~U BOL TED TO POST WI
THRU BOLTS FOR SIDE
4.M (SEE TABLE 2.3 FOR
NUMBER OF BOLTS)
----_J
ANCHOR PER DETAIL
FOR PAN OR
COMPOSITE PANEL
FOR NUMBER OF
BOL TS AND SIZE OF
POST (SEE TABLE 2.3)
BEAM AND POST
SIZES (SEE TABLE
2.1.1, TABLE 2.1.2
AND / OR TABLE 2.2.1,
TABLE 2.2.2)
COLUMN NOTCHED TO
SUIT
CENTER NOTCH POST TO BEAM CONNECTION
,EAl
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
po. BOX 4368, SOUTH DAYTONA. FL32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
-14
@ COPYRIGHT 2000
NO. '0" ''''0000" '" WH"" OR '" eA,. '''NOU. '"' ""'IT," """''''ON 0' """'"c, , "N",IT. "
SECTION 2
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
CONNECTORS
(PER TABLE 2.3)
(Q)
r- - PAN ROOF PANEL
SEE TABLES FOR BEAM SIZE
(Q)
(Q)
KNEE BRACE NOT
REQUIRED FOR
ATTACHED
STRUCTURES AND
ROOF PROJECTION
FROM HOST LESS
THAN 20'
KNEE BRACE
REQUIRED IF POST
NOT SET IN
CONCRETE FOOTING
COLUMN
CENTER OF i
BRACE 1
CONNECTION
START OR END
OF BEAM SPAN
2" x 3" x 0.050"
MINIMUM KNEE BRACE
(SEE TABLE 2,3)
INTERNAL ANGLE OR
U-CLlP
CONNECT KNEE
BRACE TO COLUMN
AND BEAM WITH 0,050"
'U' CHANNEL, 'H'
CHANNEL, OR GUSSET
PLATE, FASTEN WITH
S.M.S. AT EACH
CONNECTION POINT
PER TABLE 2.3 -
KNEE BRACE TO POST DETAIL - BEAM PERPENDICULAR TO ROOF
Lawrence E. Bennett, P.E.
CML ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA, Fl32121
TELEPHONE (904) 767-4774
FAX (904) 767~556
SEAL
PAGE
2-12
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOlE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E
SECTION 2
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
ALUMINUM/STEEL
COLUMN
SEE SECTION 9 FOR
ANCHORS
CONCRETE SLAB OR
FOOTING
'U' CHANNEL (SEE
SECTION 9 FOR
CONNECTIONS)
CONCRETE ANCHORS
(SEE SECTION 9)
POST TO CONCRETE CONNECTION
INTERNAL OR EXTERNAL RECEIVING CHANNEL
ALUMINUM/STEEL
COLUMN
CONCRETE ANCHORS
(SEE SECTION 9)
.. ~- - ;-----
j- l /
q
CONCRETE SLAB OR ~
FOOTING
ALUMINUM / STEEL
COLUMN
CORROSION RESISTIVE
STEEL THRU BOLT PER
SCHEDULE
SEE SECTION 9 Fat{
CONCRETE ANCHORS
POST TO CONCRETE CONNECTION
INTERNAL OR EXTERNAL ANGLE CLIPS
CONCRETE SLAB OR ~
FOOTING
SEE SECTION 9 FOR
ANCHORS
2" x 2" WITH WALL
THICKNESS EQUAL TO OR
GREATER THAN COLUMN
WALL
INTERNAL EXTRUDED
ALUMINUM BASE OR
BREAK FORMED U-CLlP
WITH WALL EQUAL TO OR
GREATER THAN POST
WALL
NOTE:
ATTACHMENT DETAILS
SHOWN REQUIRE
DIAGONAL BRACING FOR
FREE-STANDING COVERS
POST TO CONCRETE CONNECTION
TUBE COLUMN BASE SCHEMATIC INTERNAL BASE
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
PAGE
@ COPYRIGHT 2000
2-16 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS. SECTION 2
Table 2.3 Schedule of Post to Beam Size and Number of Thru-Bolts Required
Aluminum Alloy 6063 T-6
Beam Minimum # Thru-Bolt (a) L=D+'/," Minimum Min. # Knee
Size Post Size 1/4" " 3/8" " Knee Brace' Brace Screws
2" x 3' x 0.050" Hollow Tilt 3"x 3"x 0.060" Scalloped 2 2" x 3" x 0.050" (3) #8
2" x 4" x 0.050" Hollow 3"x 3"x 0.060" Scalloped 2 . 2" x 3" x 0.050" (3) #8
2" x 4" x 0.038" x 0.100' Self Mating Beam 3"x 3"x 0.060" Scalloped 2 2" x 3" x 0.050' (3) #8
2" x 5' x 0.050" x 0 100 Self Mating Beam 3"x 3"x 0.060" Scalloped 2 2" x 3' x 0.050" (3) #8
2" x 6" x 0.050" x 0.120" Self Mating Beam 3"x 3'x 0.060" Scalloped 2 2" x 3" x 0.050" (3) #10
2" x 7" x 0.055" x 0 120" Self Mating Beam 3" x 3" x 0.093" 3 2 2" x 4" x 0.050" (3) #10
2" x 8" x 0.072" x 0224" Self Mating Beam 3" x 3" x 0.093" 3 2 2" x 4" x 0.050' (3) #12
2" x 9" x 0.072" x 0.224" Self Mating Beam 3"x3"xO.125" 4 3 2" x 4' x 0.050' (3) #14
2" x 9" x 0.082" x 0.306" Self Mating Beam 3" x 3" x 0.125" 4 3 2" x 4" x 0.050" (3) #14
The minimum number of thru bolts is (2)
. Minimum post/beam may be used as minimum knee brace
Table 2.4 Footings - Maximum Roof Area for Carport Posts
Wind Zone = I 102 MPH I 110 MPH 120 MPH I 125 MPH 140 MPH
Applied Load = 17 #/Ft.' 20 #/Ft.' 23 #/Ft.' 26 #/Ft.' 32 #/Ft~
Existing Slab on Grade with unknown 20 17 15 13 ] 10 I
reinforcement
Isolated Footing Rating # Uplift
Dimensions~ Maximum Attributable Roof Area in Square Feet
1'-0" x 1'-0" x 1'-0" 520 30 26 22 20 16
1'-4" x 1'-4" x 1'-4" 1000 59 50 43 38 31
1 '-6" x 1 '-6" x 1 '-6" 1320 77 66 57 51 41
1 '-8" x 1 '-8" x 2'-0" 2040 120 102 89 78 64
1 '-8' x 1 '-8" x 2'-6" 2540 150 127 111 98 80
2'-0" x 2'-0" x 2'-0" 2640 155 132 115 102 83
2'-0" x 2'-0" x 2'-6" 3300 194 165 143 127 103
2'-6" x 2'-6" x 2'-{)" 4000 270 230 200 177 144
2'6" x 2'-6" x 3'-0" 4800 324 276 240 212 172
"Notes:
Isolated Footing IS a poured concrete rectangular solid (Length x Width x Depth).
Slab on grade must be new or in good condition
Pre-Cast Block Footing
f'fe-cast footing block ( 16" x 16" x 4" ) at 24" below grade with 80 # bag pre-mix concrete and backfilled to grade.
Dimensions Uplift Ratina # Maximum Attributable Roof Area in Sauare Feet
(1) 80# Baq 1.734 102 81 76 67 54
( 1) 80# Baq 1,819 107 91 79 70 57
(1) 80# Baq 1,904 112 95 83 73 60
Note Maximum uplift on post IS determined by multipymg maximum attributable roof area x applied load
Example' Post tributary roof area = 77'
Applied load for 110 MPH wind zone = 20#/Sq Ft
Uplift on post = n x 20 = 1 .540#
Lawrence E, Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
POBOX 4368, SOUTH DAYTONA. n 32121
TELEPHONE (904) 767-4774
FAX (904) 767-<i556
SEAL
@ COPYRIGHT 2000 PAGE
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOU1 1HE WRI HEN PERMISSION OF LAWRE NCE E BENNETT, F'E 2-25
SECTION 2 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
Table 2.2.2 Allowable Attributable Roof Area per Post for Carports,
Patio Covers, and other Open Buildings - ALUMINUM POSTS
Aluminum Post
Wind Load = 102 MPH 110 MPH I 120 MPH 125 MPH I 140 MPH
Applied Load = 17 #/Sq, Ft. 20 #/Sa. Ft.1 23 #/Sa. Ft. 26 #/Sa. Fll32 #/Sa. Ft.
Maximum Allowable Roof Area in Sauare Feet for Various Loads on Post
Helqht Load in Lbs 3" x 3" x 0.090" Hollow Extrusion - Aluminum Allo, 6063 T-6
11'-10' 5,184 305 259 225 199 162
13'.10' 3,888 229 194 169 150 122
15'.10' 3,024 178 151 131 116 95
17'-10' 2268 133 113 99 87 71
Heiqht Load in Lbs 3" x 3" x 0,125" Hollow Extrusion - Aluminum Allo\ 6063 T-6
13'-9" 6,912 407 346 301 266 216
16'-1' 5,184 305 259 225 199 162
18'-4 " 4032 237 202 175 155 126
20'-7" 3,024 178 151 131 116 95
Height Load In Lbs 4" x 4" x 0.125" Hollow Extrusion - Aluminum Alia, 6063 T-6
15'-9' 9,312 548 466 405 358 291
18'-5" 6,984 411 349 304 269 218
21'-0" 5,432 320 272 236 209 170
23'-8' 4074 240 204 177 157 127
Steel Post
Wind Load = 102 MPH I 110 MPH 120 MPH I 125 MPH I 140 MPH
Applied Load = 17 #/Sq. Ft.1 20 #/Sa. Ft. 23 #/Sa. Ft.1 26 #/Sq. Ft.1 32 #/SQ. Ft.
Maximum Allowable Roof Area in Sauare Feet for Various Loads on Post
Heiaht Load in Lbs 3" x 3" x 14 GauQe Post - 46 k.s.i. Steel
19'-10' 10,050 591 503 437 387 314
21'-9' 7,430 437 372 323 286 232
23'.9' 5.638 332 282 245 217 176
25'.9" 4,371 257 219 190 168 137
-Heiqht Load in Lbs 3" x 3" x 11 Gauqe Post - 46 k.s.i. Steel
19'.8' 15,870 934 794 690 610 496
21'-7" 11,730 690 587 510 451 367
23'.6' 8,970 528 449 390 345 280
25'-6' 6,900 406 345 300 265 216
Heiaht Load in Lbs 4" x 4" x 14 GauQe Post - 46 k.s,i. Steel
26'-8" 12,650 744 633 550 487 395
29'-3" 9350 550 468 407 360 292
32'-0" 7,150 421 358 311 275 223
34'-8' 5,500 324 275 239 212 172
---
Lawrence E. Bennett, P.E,
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
po. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-<;556
SEAL
PAGE
@ COPYRIGHT 2000
2-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
SECTION 2
Table 2.1.2
Allowable Roof Beam Spans for Carports, Patio Covers,
Screen Rooms, and other Open Buildings with Solid Roofs
Aluminum Alloy 6063 T-6
Wind Zone = 102 MPH I 110 MPH 120 MPH I 125 MPH 140 MPH
Applied Load = 17# I Sq. Ft. 20# I Sq. Ft. 23# I Sq, Ft. I 26# I Sq, Ft. I 32# I Sq. Ft.
Load Width 2" x 6" x 0.050" x 0.120" Self Mating Beam
6' 15'-1" 13'-11" 12'-11" 12'-2" 10'-11"
8' 13'-1" 12'-1" 11'-3" 10'-7" 9'-6"
g' 12'-4" 11'-4" 10'-7" 9'-11 " 8'-11 "
10' 11'-8" 10'-9" 10'-1" 9'-5" 8'-6"
11' 11'-2" 10'-3" 9'-7" 9'.0" 8'-1'
12' 10'-8" 9'-10" 9'-2" 8'-8" 7'-9"
13' 10'-3" 9'-5" 8'-10" 8'.3" 7'-6"
14' 9'-11 " 9'-1" 8'-6" 7'-11" 7'-2"
Load Width 2" x 7" x 0.055" x 0.120" Self Mating Beam
6' 16'-11" 15'-8" 14'-7" 13'-8" 12'-4"
8' 14'.8" 13'-6" 12'-7" 11 '-1 0" 10'.8"
g' 13'-10" 12'-9" 11 '-11" 11'-2" 10'.1 "
10' 13'.2" 12'-1" 11 '-3" 10'.7" 9'.7"
11 ' 12'.6" 11 '.7" 10'.9' 10'.1" 9'-2"
12' 11'-11" 11'.1" 10'-4" 9'.8" 8'.9"
13' 11'.6" 1 0'.7" 9'.11 " 9'-4" 8'.5"
14' 11 '-1" 10'-3" 9'-6" 8'.11 " 8'-1"
Load Width 2" x 8" x 0.072" x 0.224" Self Mating Beam
6' 22'-0" 20'-4" 18'-11" 17'-10" 16'-1"
8' . 19'-1" 17'-7" 16'-5" 15'.5" 13'.11"
g' 17'-11 " 16'.7" 15'-5' 14'.6" 13'-1"
10' 17'-1' 15'.9" 14'-8" 13'-9" 12'-5"
11' 16'.3" 14'.11 " 13'-11" 13'.2" 11 '.1 0"
12' 15'.7" 14'-4" 13'.5" 12'-7" 11'-4"
13' 14'-11" 13'.9" 12'.10" 12'.1" 10'.11"
14' 14'-5" 13'.3" 12'-5" 11'.8" 10'.6"
Load Width 2" x g" x 0.072" x 0.224" Self Ma~ing Beam
6' 24'.5" 22'-6" 20'.11 " 19'-9" 17'-9"
8' 21'.2' 19'-6" 18'.2" 17'-1 " 15'.5"
g' 19'-11" 18'-4" 17'.2" 16'-1" 14'.6"
10' 18'.11" 17'-5" 16'-3" 15'.3" 13'.9'
11' 18'.0" 16'-7" 15'.6" 14'.7" 13'.2"
12' 17'.3" 15'-11" 14'-10" 13'.11 " 12'-7"
13' 16'.7" 15'.3" 14'-3" 13'-5" 12'-1"
14' 15'-11" 14'-9' 13'.9" 12'.11" 11 '.8"
Load Width 2" x g" x 0,082" x 0.306" Self Mating Beam
6' 26'-4" 24'-4" 22'.8" 21'-4 " 19' .2'
8' 22'.10" 21 '-0" 19'.7" 18'.5" 16'.8'
9' 21 '.6" 19'-10" 18'-6" 17'.5' 15'.8"
10' 20'.5" 18'.10" 17'.7" 16'.6' 14'.11'
11' 19'.6" 17'.11 " 16'.9" 15'.9" 14'.2"
12' 18'.8" 17'.2" 16'.0" 15'.1" 13'.7"
13' 17'.11" 16'.6" 15'.5" 14'.6" 13'.1'
14' 17'.3" 15'.11" 14'.10" 13'.11" 12'.7"
Notes:
Above spans do not include length of knee brace. Add horizontal length of knee brace to above spans for
total beam spans
Lawrence E, Bennett, P.E,
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
po. 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 WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
PAGE
2-21
SCREEN, VINYL & GLASS ROOMS SECTION 3 .
Table 3.2.2 Allowable Upright Heights Screen, Vinyl and Glass Rooms
Aluminum Alloy 6063 T-6
3" x 2" x 0.045" 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 Aoolied Load
8 # ISa. Ft. 9 # ISa, Ft, 10 # ISa. Ft. 12 # 150, Ft. 15 # ISq. Ft. 16#/50. Ft,
36" 12'-6" 11'-8" 10'-8' 9'.10" 8'-11" 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'-9" 7'-5"
54" 10'-3" 9'.6" 8'-9' 8'.0" 7'-4' 6'-11"
60" 9'-8" 9'-0" 8'-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'.8" 6'-1" 5'.9"
84" 8'-2" 7' . 7" 7'-0" 6'.5" 5'-1G" 5'-7"
90" 7'-11' 7'-4" 6'-9" 6'-2" 5'.8" 5'-5"
2" x 3" x 0.045" 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 Applied Load
8 # ISa. Ft. 9 # ISa. Ft. 10 # ISq. Ft. 12 # ISq, Ft, 15 # ISq. Ft. 16 # ISq, Ft.
36" 14'-3" 13'.3" 12'-2" 11'-2" 10'-3" 9'.9"
42" 13'.3" 12'.3" 11'-4" 10'-4" 9'.6" 9'.0"
48" 12'-4" 11'-6" 10'-7" 9'-8" 8'-10" 8'-5"
54" 11'-8" 10'-10" 9'-11" 9'-2" 8'-4" 7'-11"
60" 11 '.1" 10'-3" 9'.5" 8'-8" 7'-11" 7'.6"
66" 10'-7" 9'-10" 9'.0" 8'-3" 7'-7" 7'.2"
72" 10'.1" 9'.5" 8'-8" 7'.11 " 7'.3" !)'-10"
78" 9'.8" 9'-0" 8'-4" 7' - 7" !)'-11" 6'.7"
84" 9'-4" 8'.8" 7'.11 " 7'-4 " 6'-8" 6'-4"
90" 9'.0" 8'-5" 7'-9" 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.T 120 M,P,H, I 130 M.P.H.T 140 M.P.H. I 150 M,P.H.
Width Aoplied Load
8 # ISq. Ft, 9 # lsa, Ft, 10 # ISq, Ft. 12 # 150, Ft, 15 # ISq. Ft. 16 # 150. 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" 9'-5"
78" 13'-3" 12'-4 " 11'-4" 10'-5" 9'-6" 9'-1"
84" 12' -1 0" 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 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. FL :12121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
PAGE
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, PE 3-21
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 ~
Wind Zone
102 MPH I 110MPH I 120 MPH I 130 MPH I 140 MPH I 150 MPH
Applied Load
17 # I Sq. FU 20 # I Sq, FU 24 # I Sq. FU 28 # I Sq. FU 32 # 1 Sq. Ft.l37 # 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"
g' 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'.11" 7'-4" 6'.11"
6' 9'-3" 8'.7" 7' -1 0" 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 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 T ANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
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
MINIMUM 3-1/2"
SLAB ON GRADE OR
RAISED FOOTING
(SEE DETAILS FOR
FOOTINGS)
I'- 'LW' -
FOR MAX
UPRIGHT
LENGTH
r-
1
~OOF
SELECT EDGE BEAM TABLE 3.1.1
AND 1 OR TABLE 3.1.2
I
1" x 2"
J
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 BOTIOM OF WALL BEAM)
ALTERNATE CONNECTION AT
FASCIA ALLOWED (SEE
SECTION 7 FOR DETAILS)
SOLID ROOF
LOAD WIDTH
FOR ROOF BEAM
rr= L~2+
L O.H.
------
c::::
SIZE BEAM AND UPRIGHTS
(SEE TABLES)
EXISTING
STRUCTURE
P = PROJECTION FROM BLDG.
LW = LOAD WIDTH
VARIES
L P VARIES -J
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 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 WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E
PAGE
3-1
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
N
W
-l
CD
<t:
I-
-l
Z
<t:
CL
U)
:2
<t:
w
CD
--run
~-
II
III
y n-- A2
III
I ~I
III
Ii
I'I
III
III
~
-....-.
ill
------ - 1]1
~
W *
~I
III
III
ii
-- -,---- A1 IT
1,1
- - --l
III
','
NOTE
FOR BEAM SPAN LENGTH
"A" FOR TABLE 2 EQUALS
THE LARGER OF:
A1 = W
A2 = W/2+0.H.
BEAM IF REQUIRED _,
FOR KNEE BRACING \
DOUBLE CARPORT
. SLOPE
- u_ ----r--
W ----- --t
- --
II
OVERHANG
VARIES
,11
~
III
III
II
- - -- .f--. A2]f-
- -----v.' . ../ -AY-..I
/ /A/~I
~//<///1::l
~
V/ :1>]
1 12 ~.-
\ 12
I.. 'W' FOR BE~~ srzE\1'WFO::::~::1
. MINjMUM-SLOPE SHALL BE
1/2" PER 12" EXCEPT FOR
0.026" PANS FOR WHICH
THE SLOPE SHALL BE 3/4"
PER 12" FOR SPANS
EXCEEDING 12'-0" OR
MANUFACTURERS
RECOMMENDED SLOPE
END VIEW DOUBLE CARPORT (GABLED)
SECTION 2
)c------
I
I
------Tl
~----- -- W-------~
III MONO-SLOPED III
III ROOF Iii
ill OVERHANG III
II VARIES II
--IT- A2 - ---1- A2 1r
:!: V/%-
ill ~/, I
II ' I
I'I
III
II
___t.
N
W
-l
aJ
<t:
I-
-!
Z
<t:
CL
U)
:2
<t:
w
aJ
-~
\:'
SHADING DENOTES
MAXIMUM ROOF AREA
FOR COLUMNS AND
FOOTING
SINGLE CARPORT
. SLOPE
1/2 I
12
0-_--
------------
W FOR BEAM SIZE
SEE TABLE 2.1.1 AND
OR TABLE 2.1.2 AFTER
COMPUTING 'A'
LARGEST VALUE
POST SIZE AND SPACING
PER TABLE 2.1.1 AND 1 OR
TABLE 2.2.2
NOTE:
KNEE BRACES ARE
REQUIRED IF POSTS ARE
NOT SET IN CONCRETE
FOOTING
END VIEW SINGLE CARPORT
Lawrence E, Bennett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA, FL 3,'121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
PAGE
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E
2-9
, ...
SECTION 2
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
2'-0" MIN.
BEFORE SLOPr
~~
m
(1) #50 BAR CONT.
(1) #50 BAR CONT.
8"
.
.."...-.-.........
10 /' ..
TYPEr
FLAT SLOPE / NO FOOTING
0-2" /12"
TYPE II
MODERATE SLOPE FOOTING
2" /12" - 1'-10"
12"
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) 767~556
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.
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