HomeMy WebLinkAbout98-7614
BUILDING PERMIT
....
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
7614;8
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C~
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Date.
P~
M~
Sewer Conn
Zoning:
DescriPtion of Work
Water Conn:
Property Owner:
Job Address:
Parcell.D. #
Water Meter:
T.I.F."s:
NO OCCUPANCY BEFORE C.O.
FINAL
~-
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
Valuation or
Contract Price
'f I~ :3/ftl'~
Permit Fee
Signature l/
Company
Address
City License Registration # ~:?j./o
State Certified License#
BUILDING
MECH
Tp. Servo SLB
Rough In ~-7--qf.( B/LL.~Tub Set
Me~rCan W~er
Const. Pole Sewer
Pool Final
Pre-Meter
Final
Breakers
Ducts Insl.
Compressor
Final
Ftr.
Pre SLB
Lintel
FRM. ~- 7" <98' 6/LL
Insul. CL
WL
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($.1 S.OO' shall be made for each trip for each trade:
ol-!:, -;, p-p
Wrong Address
Condemned work resulting from faulty construction.
Repairs or corrections not made when inspection called.
Work not ready for inspection when called.
Permit not posted on job site.
Plans not at job site.
Work not accessible.
a.
b.
c.
d.
e.
f.
g.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
U4/Ubi~~~b U~:~~
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:=,hULL 1..:LWi:=, I k:U'~ i lUr',j
f'AGt. UL
SHULL CONSTRUCTION OF ORLANDO, INC.
RESIDENTIAL CONTRACTOR
#:.~ 1lU$t,
\Q}
"1It€IlIC~ ~
P.O. BOX 1851
OVIEDO, I'LORIDA 32765
(407) 365.4078 600 882.5840
City of Zeph}ThilLs
5335 8th Street
Zephyrbills, F1.. 33540
Attn: Nancy
April 6, 1998
Dear Nancy,
As of today, April 6fb., Shull CO(L!ltruction of Orlando, Inc. will be using Pattie
Electric instead of Jordan Electric on the Schmuck job in Emerald Pointe. Please don't
hesitate to call if you have my questions.
/6/tf f3
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y;A1tr ?/T!/J /' ,</ ,/"---;),,/8' j.i A /'~
/. ~ /' /" "" ~..-/' /""~~/
// 4.- t ~- /
Roger W. Shull, President
:\."",. '//#
4>JB:d"'~ ~"LODY L DAUGHERTY
* * My ('A)mm~iotl CC-1-8 t a31
.... ~ 'iqojn,,, ,jut. 17.1~
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OWNER'S NAKE
~lLYv SC~fVlUL(.
3qb~O A(YJL1'tiYST wAy
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PHONE <([3 7ro 4103
APPLICATION FOR PERMIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
OWNER'S ADDRESS
JOB ADDRESS
LEGAL DESCRIPTION: LOT(S) 'A Lf BLOCK
PARCEL LD.' ~ -l{,,-.t\-OOX) ... 00 roo -- 1..'1
SUBDIVISION
~M7:~n f>d\AI1<!"
(OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPOSED:-.Jl-New Construction _Addition _Alteration _Repair _Install
_Sign _Kove _Deaolish
PROPOSED USE: --KL-s ingle FUlily _KIF _' of Units _K/H
_eo..ercial _Indust. _Swia. Pool _Other
_Restaurant & Health Department Approval
DESCRIPTION OF WORK: V'l1b..1J'I (:J/\. G-lA-ss IGV1 ~
BUILDING SIZE: \5 X .35""" . Square Feet. Height
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
_BUILDING
$--1~3'f1- oQ
PERKITS REOUESTED
Valuation of Total Construction
_ELEC'fRICAL
AMP Service
Florida Power Corp.
W.R.E.C.
_ttECllAMICAL
$
-0
Valuation of Kechanical Installation
_PLUMBING GAS ROOFING
SPECIALTY
TYPE OF CONSTRUCTION: _Block _FrUle _Steel
Other
FINISHED FLOOR ELEVATIONS:
Fr.
IS PROJECT IN FLOOD ZONE AREA?
YES NO
******************************************
Signature
"CONTRACTOR SECTION
COMPANY 9/NU C~AJS7
State Cert. or Regist. ,
City License Registration' ~.2 /., t:
* ****************************************
V""
RUn.DER
COHPARY~' -l~
State Ce . or Regist. #
it License Registration #
***********************************
~4-L
~ .1/S 'J
V"
PLUMBER COMPANY
State Cert. or Regist. ,
Signature City License Registration t
******************************************
IlEGBANICAL COMPANY
State Cert. or Regist. #
Signature City License Registration ,
******************************************
OTRRR COMPANY
State Cert. or Regist. ,
Signature City License Registration ,
******************************************
APPLICATION APPROVED BY PERMIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this perlit aay be subject to "deed restrictions" which lay be lOre restrictive than City
regulations. The undersigned assUles responsibility for cOlpliance wilh any applicable deed restrictions.
B. UNLICENSED CONTRAC'l'ORS AND CON'l'RAC'l'OU RESPONSIBILI'l'IES
If the owner has hired a contractor or contractors to undertake work, they lay be required to be licensed in accordance with
state and local regulations. If the contractor is not licensed as required by law, botb tbe owner and contractor JaY be
cited for a lisdeleanor violation under state law. If the owner or intended contractor are uncertain as to wbat licenSing
requireJents aay apply for the intended work, they are advised to contact the City of Zephyrbills Building DepartJent, (813)
788-6611.
FurtherlOre, if the owner has hired a contractor or contractors, he is advised to have the contractorjs) sign portions of the
"Contractor Sections" of this application for which they will be responsible. If you, as the owner stgn as tbe contractor,
you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wisbes you to sign
as contractor that .ay be an indication that he is not properly licensed and is not entitled to per.itting priVileges in the
City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
t''.'
D. CONSTRUC'l'ION LIEN LnW (CHAPTER 713, FLORIDA STA'fUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction Lien Law _ HOIeOWDer's Protection
Guide" prepared by the Florida Departlent of Agriculture and ConsUler Affairs. If the applicant is sOIeone otber than the
"owner", I certify that I have obtained a copy of the above described doculent and prolise in good faitb to deliver it to the
"owner" prior to COllenCelent.
E. CONTRACTOR' S/OWNER' S AFFIDAVI'l'
I certify that all the inforlation in this application is accurate and that all work will be done in co.pliance witb all
applicable laws regulating construction, loning, and land developlent.
,
Application is hereby lade to obtain a perlit to do work and instailation as indicated. I certify tbat no worl or
installation has cOllenced prior to issuance of a perlit and that all work will be perf OIled to leet standards of all laws
regulating construction, City codes, zoning regulations, and land developlent regulations in tbe jurisdiction. I also
certify tbat I understand that the regulations of other goverDlental agencies JaY apply to tbe intended wort, and that it is
IY responsibility to identify what actions I lust take to be in cOlpliance. Such agencies include but are not liJited to:
· Departlent of EnviroDlental Regulation - Cypress Bayheads, Wetland Areas and BnviroDlentally Sensitive Lands,
Water/Wastewater Treatlent
t Southwest Florida Water HanageJent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses
· ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways
· DepartJent of Healtb & Rehabilitative Services, Bnvironaental Health Unit - Wells, Wastewater Treatlent, Septic Tanks
t US EnviroDlental Protection Agency - Asbestos abateJent
I also certify that, if fill laterial is to be used in Flood Zone "A" or "A,etc.", it is understood that a drainage plan
addressing a "colpensating volute" will be sublitted whicb is prepared by a professional engineer registered in tbe State of
Florida prior to perlit. issuance.
. A perlit issued shall be construed to be a license to proceed with tbe work and not as authority to violate, cancel alter, or
set aside any provisions of tbe technical codes, nor shall is~u~nce of a per.it prevent the Building Official frot thereafter
requiring a correction of errors in plans, construction, or violations of any code. Bvery'pertit issued shall becOle invalid
unless the work autbori~ed by such perlit is cOllenced within six IOnths of issuance, or if work autborized by the pertit is
suspended or abandoned for a period of six IOnths after the till the vorl is cOllenced. One 90 day eatension of tile, III be
allowed for the per.it with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An
approved inspection lust be logged during each six IOntb period, or the project will be considered abandoned.
WARNING TO OWNER: YOUR FAILURB TO RBCORD A NOTlCB OF COHHENCHHBNT HAY RBSULT IN YOUR PAYING !WICE FOR IHPROVEIIIITS TO YOUR
PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WIlD YOUR LBNDBR OR AN ATTORNBY BEFORE RECORDING YOUR NO'I'ICE OF
COMHENCEHBNT. JOBS UNDER $2,500 IN VALUE DO NOT NEBD TO RBCORD AND POST A "NO'I'ICE OF COHHBNCBKBNT".
~L~
SIGNATURB: OWNE OR AGENT SIGNATURE: CONTRACTOR
. I
STATB OF FLORIDA ~f\
COUNty OF CS CO
The foregOing instrument
before me this --1'7
was acknowledged
, 19 0]8 by
STATB OF FLORIDA
COUNTY OF
The foregoing instrument was aCknowledged
before me this , 19_ by
uc..<:
to me or who has
who is personally known to me or who has
produced
as identification and who did/did not
take an oath.
(Signature)
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
..i!"!:"~_ .OFFICIAL SEAL-
Fi~?~"t~\ David A. Yold
i*( :~i M Commission Expires 3/25/00
\!;.. ~E Y Commission ICC 542626
...."; 0. .....~
-..""",,"~
flA. 1977 l^WI
FI "3.13
SEMINOLE FORM 408
NOTICE OF CO.MMENCEMENT
~~;~t;fo~lorida } (PR~PARE IN DUPLICATE' 111111111111 ~I!~~!~~~IIIIIIIIIIIIIIIIIIIII
The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance
with section 713.13 of the Florida Statutes, the following Information Is stated in this NOTICE OF COMMENCEMENT.
Description of property '" .~4.~ .~.~. ~:.~. J.~.. pcp ~.9. ~ q.c?~~Q.~. ~~.................. ................
...................................................................................... .
Rcpt: 224165
DS: 0.00
03/19/98
Rec:
IT:
6.00
0.00
Dpty Cley
. . . . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . .
General description of improvements .... .\.(t.'~.n~Y... ~"""" .~S5.. .~~....................................
Owner ....~~.y,.)......Sc.~~~.~~................................ JED PITTMAN, PASCO COUNTY CLERK
03/19/98 01:50p. 1 of 1
Address.. .?R.b~....... .AMl.T~Y.7.r... .wA.y................. .~.~. ~~. .~~~~....... ~~..~ ~~~
O .. .. f h . 11'L,_.A\~(,(..
wner s Interest In site 0 t e Improve",ent . . . . . . U".~.~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Fee Simple Title holder (if other than owner) .
Nam~ .... fV'A:~\k.Y.N..... ~~~~.....( ~(;,~0J.~~~............................................
=\ Add,... .. .1>"I~.. ~~1~ L .~....................................................
Contractor... $ .1frY.l,.. ~.. .cJ??!f>.1........................................................................................
Address .Q.O...~.. .\i5.~(..... C~.\ ~~..... P4..A~..... .3:4.7.~.~............. ...........................
Surety (if any) ....... ..N.~................................................................ ...........................
Address ......... t.J'.-A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Amount of bond $ . . .~. . . . . . .
Any person making a loan for the construction of the improvements:
Name ............~.......~4.................................................................................
Address ............. ,~. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Person within the State of Florida designated by owner upon whom notices or other documents may be served:
Nanle . ::7.~.~.c;... .c;:.~.................................................................................................
Address . p.~. .~. . . L~'. . . . . . .C?~J~P.~. . . . . .~. . . . .?~ ~~ :~. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . .
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
.713.13 (1) (h). Florida Statutes. (Fill in at Owner's option).
Name .........~.............. ._...................:................
Address ~
TH'~ ;p~~, ;O;R;~~"~;;~ ;;; ~~~~...................... .~~. ~o' :w" .n.e.r......:..:.:..:..:..::......:::::.....
ST.:::.Ti: nF r:.;~;;:.:q_'";j! . tt . .
.......................................... .
C(iL~!'~'rY C~:--: >'~.:.:'.~;'-..<..:.
:H~-:; ;:': ,:!". r:-.::;',;"."': "'":<.;;.i );L.
:.,~~;J,.F~.~:....~ '''~G ! S I.
Sworn to and subscribed before me this. . . . . . . . . . . . . . . .
T~;!.J:i f)>,~~, ("_":-;c'fC': ~:~~~". ',1: ~i~( :>/~ttl..\'iLi'i~- :j~I fl~t
'1~
.. .19..........
:;,;' :~I~~l.'.~;'~: ~;.~1-~1;;..,:.~....;1;1!P:.,(.:,... I;j,~~::~ ';::
",V r. ". . '... .........."'" .'.", ...... l.oIf""I I V!;
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JED Pi AN, GLEHK OF CiRt;UIT C01Jpr I
~, I
BY D.C.
....l~ otarY Public
1:1;.'~ .OFFI~IAL SEAL-
:::.r6~... DaVid A. Void
\~~7i My Commission Expires 3125/00
~# Op ,..r;I Commission lee 542626
-"""...."
SHULL CONSTRUCTION OF ORLANDO, INC.
RESIDENTIAL CONTRACTOR
fL.€ CTt< \(" A-c
I ,
pf..N.J Q'~~ S I ~ ~ P.O. BOX 1851
OVIEDO, FLORIDA 32765
(407) 365.4078 (800) 882-5840
PR\c.L [)Of> JJO\ :t,kK:.Lucht
t>~ ~l~'jV~~
CUSTOMER
D ~LJ.ilL .2t;#-
PROPOSAL DATE PROPOSAL ACCEPTED
;,-l'7 -Df
PHONE PROJECTED COMMENCEMENT
C61'} '7 ego 'i 2..0.3
ZIP TERMS: 1/3 DEPOSIT BALANCE ON COMPLETION
54 0 5 i ~ ~L.o lIJ (!)"J ~
SIZE & DESCRIPTION AMOUNT
COMPANY
STREET
CITY
QTY.
-#
LIMITED WARRANTY: SHULL CONSTRUCTION OF ORLANDO, INC., warrants that h will repair or ..".. Subtotal
replace defects in workmanship or materials which are called to the Company's attention within one (1) 3~'
year after installation. This warranty is limhed solely to the repairs or replacements which in the 3 _ 1 ') ~ B Deposit
Company's opinion are defective and wiB not apply to any defect resutting from misuse, neglect, 12 'L- -' 1\ CJO
atteration or damage caused by an act of God. -. :7'"'l',",-. B I
a ance
:t '3000.00
ROGER W. SHULL fb"t- 600r!J~ t!)O
President
,00
.00
w
1/
Customer Approval
LICENSE #CRC052310
PAYMENTS NOT MADE WITHIN TEN (10) DAYS FROM
COMPLETION SHAlL BEAR INTEREST AT THE RATE OF
18% PER ANNUM UNTIL PAID.
J-/IJ-1~
By (company Use)
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ATTACHED ALUMINUM COVERS
2" x 4" P. T.P. PLATE w/ 3/8" x
4-1/2" CONCRETE ANCHORS
,.
~,":f,.'~~]'.~'i~~_'
UJl)-# ~!.t\.}'8fik"'/~7'L
UTILITY ROOM
SEE CONNECTION DETAIL
w 0
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2" x 4" LUMBER TOP PLATE WITH ROOF
2" x 2" x 0.044" ALUMINUM OR
2" x 4" AT 24" O.C. LUMBER
rr
qJ
SHEA THING: 1/2" PLYWOOD OR
STRUCTURAL GRADE THERMAL PLY
WITH SIDING
2" x 2' x 0.044" Al.UMINUM OR
2" x 'I' AT 24" D.C. LUMBER
SHEA THING: 1/2" PLYWOOD OR
STRUCTURAL GRADE THERMAL PLY
WITH SIDING
SHED IS FRAMED WAI_L An ACHED TO
HOST STRUCTURE
1/2" L-BOLTS FOR 2' x 4" P.T. PLATE
OR CONCRETE ANCHORS AT 4'-0" O.C.
SEE CONC'-
DETAILS
UTILITY SHED AND CARPORT WALL SECTION
NOTES:
1. ANCHOR PANS TO HEADER CHANNEL WITH (3) #10 x 1/2" S.M.S. W/ WASHER.
2. ANCHOR PANS TO ROOF BEAMS WITH (3) #10 x 1/2. S.M.S. W/ WASHER.
3. ANCHOR COLUMN TO CONCRETE FLOOR WITH 2-1/4" x 3" CONCRETE ANCHORS.
4. ANCHOR COLUMN TO BASE PLATE WITH 1-1/4" S.S. BOLT
LAWRENCE E. BENNETT, P.E.
CIvn.. ENGINEER & DEVELOPMENT CONSUU"ANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767-4n4
FAX # 1 (904) 767-6556
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, RE.
SEE CONCRETE D TAILS
SECTION THROUGH
SEE CONNECTION DETAIL
12" x PAN (SEE CHARTS) USE 'W' TO
SELECT PAN FOR REQUIRED SPAN
w
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:::;;
Cl
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Vl
X
w
"w'. VARIES-~ --
FOR FRONT BEAM USE 'L'=W/2+0.H.
(/f~
/
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3
40
ATTACHED ALUMINUM COVERS
INTERNAL RECEIVING CHANNEL OR U-CLlP
EXTERNAL RECEIVING CHANNEL
1-1/2"x 1--1/2"x 0.06.3 ANGLES
EXTERNAL ANGLE CLIPS OR INTERNAL ANGLE CLIPS
ALUMINUM ruBE COLUMN
EXTRUDED ALUMINUM BASE
------------
CONCRETE ANCHORS PER SCHEDULE
STAINLESS STEEL TH~~U-BOL T
PER SCHEDULE
<l
44
CONCRETE SLAB OR FOOTING
TUBE COLUMN BASE SCHEMATIC
INTERNAL BASE
LAWRENCE E. BENNETT, P.E.
aVll.. ENGINEER & DEVELOPMENT CONSUlTANT
P. O. BOX 4368 SOUTH DAYTONA. FL 32121
PHONE 1 (904) 767-4774
FAX # 1 (904) 767-6556
C COPYRIGHT, 1996
NOT TO BE REPRODUCE;) IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E.
.3
42
SEALANT
~ SO HEADER EXTRUSION
~ ~ liB x 9/16" TEK SPACED AT 0"
~ ______ B" O.C. BOTH SIDES / "
____ SEALANT
#10 x 1-1/2" S.M.S. OR WOOD
WOOD SCREW (1) PER RAFTER
OR TRUSS TAIL
EXISTING TRUSS OR RAFTER
1110 X .3/4" S.M.S. OR WOOD
SCREW SPACED AT 12" O.C.
.3" ROOF PANEL
EXISTING FASCIA
ATTACHED ALUMINUM COVERS
SEALANT
~ SO HEADER EXTRUSION
~ ~ #8 x 9/16" TEK SPACED AT
~ ______ 8" O.C. BOTH SIDES
_ SEALANT
FOR MASONRY USE 1/4" x
1-1/4" TAPCON ANCHOR OR
[QUAL SPACED AT 24" O.C.
'~OR WOOD USE 1110 x 1-1/2"
S.M.S. OR WOOD SCREWS AT
12" O.C.
:\" ROOF PANEL
EXISTING HOST STRUCTURE
WOOD FRAME. MASONRY OR
OTHER CONSTRUCTION
.
ROOF PANEL TO FASCIA DETAIL
ROOF PANEL TO WALL DETAIL
NOTES: WOOD STRUCruRES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA FRAMING WHERE 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 STRUCruRE SHALL HAVE MIN. 1-1/4" WASHERS
OR SHALL BE WASHER HEADED SCREWS
HOST STRUCTURE OR FASCIA AND SUB-FASCIA CONNECTION REQUIREMENTS
LOAD CONDITIONS
GLASS ROOMS WIND VELOCITY LOADS DEAD + LIVE LOADS
HOST STRUCTURE 102 MPH 110 MPH 120 MPH 22 If/SF J2 If/SF 571f/SF
1. CONCRETE 1/4"xl-1/8" CONCRETE SCREWS @ 12" 0.C.------>(2) @ l' O.C.
2. WOOD FRAME 1/4"x2" LAG SCREWS @ 6" 0.C.---------_____>(2) @ 1" O.C.
SCREEN, VINYL, AND CARPORTS
HOST STRUCTURE 102 MPH 110 MPH 120 MPH
1. CONCRETE 1 /4"xl-l /8" CONCRETE SCREWS
2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12"
SPLICE TO BE LOCA TED 1/4 TO
1/.3 BEAM SPAN ANO
STAGGERED EACH SIDE OF SELF
MA TlNG BEAM
BEAM SPLICE SHALL BE MIN.
OF d-.50" HEIGHT AND
2 (d-.50") IN L1ENGTH
MIN. SCREWS PER SPLICE
TOTAL / SIDE OF SPLICE
2" x 4" 4/2
2" x 5" 4/2
2" x 6 4/2
2" x 7" 6/.3
2" x B" B/4
2" x 9" 10/5
(-- d-.50" -"i d-.50"--t
22#/SF 32 #/SF 57#/SF
@ 12" 0.C.----->2 @ l' O.c.
0.C.-------___>2 @ l' O.C.
1" MAX.
-++++++++-
DENOTES SC EW PATTERN I 2
NOT NUMBER OF SCREWS l-b
t
i
I
:0
d = HEIGHT OF BEAM
+ + + + + + + +
-+ --J
PLA TE TO BE SAME WALL
THICKNESS AS BEAM
PLA TE CAN BE INSIDE OR
OUTSIDE BEAM OR LAP CUT
1" MAX.
TYPICAL BEAM SPLICE DETAIL
LAWRENCE E. BENNETT, P.E.
CIVll.. ENGINEER & DEVELOPMENT CONSUlTANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767.4n4
FAX # 1 (904) 767-6556
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN ~RTWITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, p.E.
s,
ATTACHED ALUMINUM COVERS
TABLE 1
MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS
OF 3105 H-28 ALLOY
WIND LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS
O.H. CONDITION NO O. H. l' O. H. 2'0. H. 3' O. H.
, , 3"x 0.026"
~....<
, \ 100 MPH W. L. 15'-11" 16'-1" 16'-5" 17'-0"
110 MPH W. L. 14'_3" 14'-5" 14'-10" 15'-6"
k\.... 120 MPH W. L. 13'-0" 13'-2" 13'-7" 14'-4"
fl 3"x 0.032"
[; 100 MPH W. L. 18'-10" 18'-11" 19'-3" 19'-9"
110 MPH W. L. 16'-10" 16'-11" 17'-4" 17'-11"
120 MPH W. L. 15'-4" 15'-6" 15'-11" 16'-6"
LIVE LOAD; ALL BUILDING TYPES
O.H. CONDITION NO O.H. l' O. H. 2' O. H. 3' O. H.
3"x 0.026"
20 #/SF L. L. 16'-1" 16'-2" 16'-7" 17'-2"
30 #/SF L. L. 13'-1" 13'-3" 13'-8" 14'-5"
3"x 0.032"
20 #/SF L. L. 18'-4" 18'-5" 18'-9" 19'-3"
30 #/SF L. L. 14'-11" 15'-1" 15'-6" 16'-1"
1. TOTAL ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG.
2. THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L. TABLE GOVERNS.
LAWRENCE E. BENNETT, P.E.
aVll.. ENGINEER & DEVELOPMENT CONSUlTANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767-4774
FAX # 1 (904) 767-6556
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E.
3
47
J.r
ATTACHED ALUMINUM COVERS
TABLE 2
MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL
ROOMS AND OTHER OPEN STRUCTURES WI SOLID ROOFS 6063
T-6 ALLOY
EXAMPLE: FOR SPAN "L" ON DRAWING USE LOAD WIDTH = 'W'/2 + O.H.
2"x 4"x 0.050" TilT BEAM: lOAD WIDTH = 14'/2 + 2'O.H. = 9'
lOAD WITH = 9'; l.l. @ 22#/SF BEAM SPAN = 7'-3"
BEAM SIZE BEAM SPAN FOR DESIGNATED LOADS
BEAM LIVE LOAD WIND LOAD
LOAD WIDTH 22#/SF 32#/SF 100 MPH 110 MPH
2"x 3"xO.OSO" TILT BEAM OR 2"x 3"XO.OSO" EXTRUSION
5 '8'-1- 6'-r g'-O"
6 '7'--4- 6'-0" 8'-3"
7' 6'"10- 5'-6- 7'-6-
8 6'-5- 5'-2- 7'-2-
g' 6'-0- 4'-11- 6'-9-
10' 5'-8- 4'-8- 6'-5-
11' 5'-5- 4'-5- 6'-1-
12' 5'-2- 4'-3- 5'-10-
2"x 4"x O.OSO"x TILT BEAM
5' g'-g-
6' 8'.11-
7' 8'-3-
8' 7'-9-
g' 7'-3-
10' 6'"11"
11' 6'-7"
12' 6'-3-
2"x 4"x O.044"x 0.120" S.M.B.
S' 12'-10-
6' 11'-8-
7' 10'-10"
8' 10'-1-
g' 9'-6"
10' 9'-1"
11' 8'-8-
12' 8'-3"
2"x S"x 0.050"x 0.120" S.M.B.
S' 15'-2"
6' 13'-10"
7' 12'-10"
8' 12'-0"
g' 11'-3"
10' 10'-8"
11' 10'-3"
12' g'-g"
2"x 6"x 0.050"x 0.120" 8.M.B.
5' 17'-2"
6' 15'-8"
7' 14'-6"
8' 13'-r
G' 12'-9"
10' 12'-1"
11' 11'-1"
12' 10'-3"
,;'
~~.
.'"
;.....
"~
EXAMPLE
8'-0-
7'-3-
6'-9-
6'-3-
5'-11-
5'-r
5'--4-
5'-0-
10'-5-
9'-6-
8' -10-
8'-3"
7'-g-
7'-5"
7'-0-
6'-9"
12'-4"
11'-3-
10'-5"
g'-g"
9'-2-
8'-9"
8'--4"
8'-8-
14'-0"
12'-9"
11'-10"
11'-1-
10'-5"
9'-11"
9'-5"
g'-o"
10'.11-
10'-0-
9'-3-
8'-8"
8'-1-
7'-g-
7'--4-
7'-0"
14'-4"
13'-1"
12'-1-
11'-4-
10'-8-
10'-1"
9'-8"
9'-3"
16'-11"
15'-6-
14'-4"
13'-5"
12'-8"
12'-0"
11 '-5-
1 0' -11"
19'-2"
17'-6"
16'-2"
15'-2"
14'-3"
13'-r
12'-11"
12'-4"
8'-1"
7'--4"
6'"10"
6'-5"
6'-0"
5'-8"
5'-5"
5'-2"
g'-g-
8'"11"
8'-3-
7'-g-
7'-3"
6'-11-
6'-r
6'-3"
12'-10"
11'-8"
1 0'-1 0"
10'-1"
9'-6"
9'-1"
8'-8"
8'-3"
15'-2"
13'-10"
12' -1 0"
12'-0"
11 '-3"
10'-8"
10'-3"
g'-g"
17'-2"
15'-8"
14'-6"
13'-r
12'-9"
12'-1"
11'-r
10'-3"
120 MPH
7'-5"
6'-9"
6'-3"
5'.10-
5'-6-
5'-2-
5'-0"
4'-9-
8'-11-
8'-1-
7'-6-
1'-0-
6'-8-
6'-3"
6'-0-
5'-9"
11'-3-
10'-8"
g' -11"
9'-3-
8'-8"
8'-3"
6'-10"
7'-6"
13'-10"
12'-8"
11'-8"
1 0' -11"
10'-4"
g'-g"
g'--4"
8'-11"
15'-8"
14'-3"
13'-3"
12'-4"
11'-8"
11'-1"
10'-6"
10'-1"
LAWRENCE E. BENNETT, P.E.
CIVll.. ENGINEER & DEVELOPMENT CONSIJUANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767-4774
FAX # 1 (904) 767-6556
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
3
49
ATTACHED ALUMINUM COVERS
TABLE 4
continued
3"x 3"xO.040" ROLL FORM*
10'-0" 2,381 132 108 99 74 43
11'-S" 1,786 99 81 74 56 33
13'--4" 1,389 77 63 58 43 25
15'-0" 1 ,042 58 47 43 33 19
3"x 3"xO.060" ROLL FORM*
11'-0" 3,600 200 164 150 113 65
12' -1 0" 2,700 150 123 113 84 50
14'-8" 2,100 117 95 88 66 38
16'-6" 1,575 88 73 66 32 29
3"x 3"xO.060" SCALLOPED OR FLUTED EXTRUSION 6063 T-6 ALLOY
11'-10" 3,408 1S9 155 142 107 62
13'-10" 2,556 142 116 107 80 46
15'-10" 1,98S 106 87 80 62 35
17'-10" 1,491 83 68 62 47 27
3"x 3"x O.90"TUBE EXTRUSION 6063 T-6 ALLOY
11'"10" 5,184 288 236 216 162 94
13'-10" 3,888 216 177 162 122 71
15'"10" 3,024 168 137 126 95 55
17'-10" 2,268 126 103 95 71 41
3"x 3"x 0.12S"TUBE EXTRUSION 6063 T-6 ALLOY
13'-9" 6,912 384 314 288 216 126
16'-1" 5,184 288 236 216 162 94
1 S '--4 " 4,032 224 183 168 126 73
20'-7" 3,024 168 137 126 95 55
4"x 4"x 0.12S"TUBE EXTRUSION 6063 T-6 ALLOY
15'-9" 9,312 517 423 388 291 169
1S'-5" 6,984 388 317 291 218 127
21'-0" 5,432 302 247 226 170 99
23'-S" 4,074 226 185 170 127 74
. ALLOr' 3105 H16
1. THE SMALLER ROOF AREA OF LIVE + DEAD LOAD AND WIND LOAD SHALL GOVERN.
TABLE 5
ISOLATED FOOTINGS
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E.
f
j
j
MAXIMUM ROOF AREA IN SF FOR CARPORT POST WI ISOLATED FOOTING
UPLIFT LOADS FOR BELOW LISTED WIND VELOCITY"
FOOTING TYPE & SIZE 100 MPH 110 MPH 120 MPH
POURED CONCRETE
1'-o"X 1'-0"X 1'-0" 29 25 21
1'-4"X 1'-4"X 1'-4" 86 72 61
1'-6"X 1'-6"X 2'-0" 163 136 116
1'"S"X 1'-S"X 2'-0" 187 156 134
l' -S"X l' -8"X 2'-6" 275 229 196
2'-o"X 2'-0"X 2'-0" 346 288 257
2'-6"X 2'-6"X 2'-6" 463 386 331
PRE-CAST SLAB WI 80# SACK-CRETE
& BACKFILL OVER SLAB
1'-4"X1'-4"X2'-4" 117 97 56
LAWRENCE E. BENNETT, P.E.
CIVll.. ENGINEER & DEVELOPMENT CONSULTANT
P. O. BOX 4368 SOUTH DAYTONA, FL 3212'1
PHONE 1 (904) 767-4774
FAX # 1 (904) 767-6556
GLASS ROOMS: SOLID WALLS AND COVER
WINDOW FRAMING CAN ATTACH
DIRECTL Y TO HEADER
--
~
----
SOLID ROOF
118x1/2" SMS @ 16" O.C.
IN ALUMINUM SHEETING
CONVENTIONAL FRAMING OR
ALUMINUM COVER SYSTEM
SHEETING BOTH SIDES
GLASS WINDOW INSTALLED PER
MANUFACTURERS SPECIFICATIONS
ALUMINUM SHEETING FOR VINYl
~
TYPICAL SECTION GLASS ROOM
MIN. 2"x2"xO.044" (TYPICAL)
/ SOLID COVER
MAX. WIDTH 53"
I
If)
w
iE
""
>
SHEETING BOTH SIDES 1-1/2" x 2"
ROUGH OPENING
w/ NO HEADER
2" x 2"
16" MIN.
SLAB 3-1/2" MINIMUM
(SEE DETAIL)
--
-I
TYPICAL GLASS ROOM WALL
2'-0" MIN.
BEFORE SLOPE
N
'-
I
I")
NOTE: IF LOCAL BUILDING DEPARTMENT HAS A
MINIMUM FOOTING SPECIFICATION, THAT
MINIMUM SHALL SUPERCEDE THESE PLANS.
(1) 115 BAR CONT.
(1) 114 BAR CONI.
'1n,=,~%r#I;itl)~nU\,;n~~ill,,,III,nll\dc ~f11 . n_lTIcm,. =!TL
IL~illut~ift-.. L.IIL_IH ~_rlt.: 1I1-:':'1--III'.",IIL- 'II
\1'---1"
III'" NOTE: FIBER MESH CONCRETE DOES
NOT REQUIRE WIRE MESH
FLAT SLOPE / NO FOOTING
o - 2"/12"
NOTE: NO FOOTING EXCEPT WHEN ADDRESSING EROSION
MIN. 2500 P.S.1. CONCRETE W/ 6 x 6 - 10 x 10
WELDED WIRE MESH OR FIBER MESH CONCRETE
SLAB DETAILS ADDRESSING EROSION
MODERATE SLOPE FOOTING
2"/12" - 1'-10"
STEt.P SLOPE
> 1'-10"
LAWRENCE E. BENNETT, P.E.
aVll.. ENGINEER & DEVELOPMENT CONSUlTANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767-4774
FAX # 1 (904) 767-6556
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, PE.
5
71
.~. "-
;~.t"
"~;"-
~
STRUCTURES WITH WOOD AND ALUMINUM FRAMING AND COMPONENTS
x
<(
:::!:
o
I
'!!!
DOUBL 2 x 6
GIRDER BAND
PLAN VIEW
DOUBLE 2 x 6
BAND
B
B
VARIES
A
LAWRENCE E. BENNETT, P.E.
CIVll.. ENGINEER & DEVELOPMENT CONSUITANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767-4774
FAX It 1 (904) 767-6556
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E
---
j
Il
I
I
I
7
87
~
fl
, ~'
STRUCTURES WITH WOOD AND ALUMINUM FRAMING AND COMPONENTS
--
~
~ 12" ALUMINUM PANS OR
COMPOSITE PANEL ROOF
2" x 2" x 0.044"
2 x 6
2 SIMPSON H-5 CLIPS
I
'l
DBL. 2. x 6" P T.P. W/
.3/4" PLYWOOD CPT)
SPACER NAILED W/
1I16d COMMON CALVo
AT (2) EACH SIDE 16" O.C
a
I
ixl
CENTER OF GIRDER B-B
I
I
l
I
, ,
____ 1" x 2" x 0.044"
I
I
I
L-
.3/4. P.T. PLYWOOD OR
~ 2"x6" P. T.P. DECKING
VOIDS POURED SOLID
WITH (2) 115 BARS
SIMPSON H-6
APPROVED ANCHOR AT
10'-0" O.C. STRAPPED
TO DECK
AL TERNATE HANG JOIST
BETWEEN DOUBLE 2 x 6
W/ SIMPSON JOIST HANGER
CONCRETE BLOCK OR _
TREA TED WOOD PIERS
AT 6'-0" O.C.
\
WALL SECTION A-A
AL TERNA TE CONNECTION A-A
ffJ"-
, '
, ,
~.
-.-
LAWRENCE E. BENNETT, P.E.
CIVll.. ENGINEER & DEVELOPMENT CONSUlTANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767-4774
FAX # 1 (904) 767-6556
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E.
7
88
~
I, ~-
-',
L
'~~fi~lil~:;;'~;~.i~~l<~ '"
_.~. '.....~..-.............-._____..R~.._"._"~,. '.
STRUCTURES WITH WOOD AND ALUMINUM FRAMING AND COMPONENTS
#8 x 1" WOOD SCREWS w/
5/8" WASHERS (3) PER PANEL
2" x 4" TOP PLATE
PRESSURE TREATED PINE
2" x4" STUDS
SHEA THING:
1/2" PLYWOOD OR STRUCTURAL
GRADE THERMAL PLY w/ SIDING
1/4"x.3" BOLTS OR T-BOLTS
INTO CONCRETE SLAB AT 24. O.C.
W/ 1/8" x 1-1/2" WASHERS
N
"-
I
'"
z
-------.
ALUMINUM COVER (SEE CONNECTION
TO HOST STRUCTURE)
HURRICANE ANCHORS AND ALTERNATE
STUDS TOP AND BOTTOM
(2) INTERNAL L's OR
RECEI\i1NG CHANNEL
(2) 1/4" DIAMETER BOLTS
EACH ANGLE
(4) #10 x 1-1/2" S.M.S.
EACH ANGLE
o _______
PRESSURE TREATED 2"x4"
ALUMINUM BEAM FRAMING
INTO CORNER OF WOOD FRAMED UTILITY SHED DETAIL
~ <l .
-11
---------
6"x6" - 10x10 W.W.F.
1/4" x 2" LAG BOLT (2) P,~R POST
1" x 2" TOP AND BOTTOM PLATE
SCREW 2'-0" O.C.
POST 2. x 2" x 0.044" EXTR.
#10 x 1-1/2" SCREWS (.3) MIN.
PER POST TOP AND BOT.
1/4" MASONRY ANCHOR
2/ POST INTO CONCRETE
SCREEN ROOM (2) AT POST
AND 2'-0" O.C.
ALUMINUM SCREEN ROOM WALL
UNDER WOOD FRAME PORCH
LAWRENCE E. BENNETT, P.E.
aVll.. ENGINEER & DEVELOPMENT CONSUlTANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767-4774
FAX # 1 (904) 767-6556
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E.
7
FREESTANDING ALUMINUM COVERS
TABLE 1
"
MAXIMUM SPANS FOR INDUSTRY STANDARD ALUMINUM
COMPOSITE ROOF
PANELS W/3105-H14/H-25 ALUMINUM ALLOY SHEATHING & 1.0# EPS CORE
WIND LOADS
CARPORTS, SCREEN & VINYL ROOMS, AND OTHER OPEN BUILDINGS.
O.H. CONDITION NO O. H. l' O. H. 2' O. H. 3' O. H.
3"x 0.026"
100 MPH W. L.
110 MPH W. L.
120 MPH W. L.
15'--4"
13'-9"
12'-6"
15'-6"
13'-11"
12'-8"
15'-10"
14'--4"
13'-2"
16'-6"
15'-0"
13'-11"
3"x 0.032"
100 MPH W. L. 16'-8" 16'-9" 17' -2" 17' -9"
110 MPH W. L. 14'-11" 15'-0" 15'-5" 16'-1"
120 MPH W. L. 13'-7" 13'-9" 14'-2" 14'-10"
4"x 0.026"
100 MPH W. L. 15'-8" 15'-10" 16'-2" 16'-10"
110 MPH W. L. 14'-0" 14'-2" 14'-7" 15'-3"
120 MPH W. L. 12'-10" 13'-0" 13'-5" 14'-2"
4"x 0.032"
100 MPH W. L. 18'-8" 18'-10" 19'-1" 19'-7"
110 MPH W. L. 16'-9" 16'-10" 17' -2" 17'-9"
120 MPH W. L. 15'-3" 15'--4" 15'-9" 16'--4"
LIVE LOAD (INCLUDES 2 #/SF DEAD LOAD)
ALL BUILDING TYPES
3"x 0.026"
22#/SF 13'-1" 13'-2" 13'-8" 14'-5"
32#/SF 10'-10" 11'-0" 11'-6" 12'-5"
3"x 0.032"
22#/SF 14'-2" 14'--4" 14'-9" 15'-5"
32#/SF 11'-9" 11'-11" 12' -5" 13'-2"
4"x 0.026"
22#/SF 13'-5" 13'-6" 14'-0" 14'-8"
32#/SF 11'-1" 11'-3" 11' -9" 12'-7"
4"x 0.032"
22#/SF 15'-11" 16'-0" 16'-5" 17'-0"
32#/SF 13'-2" 13'--4" 13'-9" 14'-6"
1. TOTAL ROOF PANEL WIDTH = ROOM WIDTH + WALL WIDTH + OVERHANG.
2. THE LESSER SPAN OF WIND LOAD OR LIVE LOAD SHALL GOVERN.
LAWRENCE E. BENNETT, P.E.
CrVll.. ENGINEER & DEVELOPMENT CONSUI.:I'ANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767-4774
FAX # 1. (904) 767-6556
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
4
61