HomeMy WebLinkAbout97-6992
BUILDING PERMIT
6- (j . o"f)
~
~~~ '
Property Owner: .
Job Address: -:Z5 ~ ~ t:O~ 3 '7 ~ 3 '1
Parcell.D. # ($ ~-d-<"- -:)J - 0 (.) I D.... (:J /300- <f- ~
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
Nt!
699213
Date
P~;L~-C;,/
,
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
WatElr Conn:
Water Meter:
T.I.F.'s:
Zoning:
Description of Work
~~
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.
DATE
City License Registration #
State Certified License#
,~-6
Inspector
P~rmit Fee ~ '7~ )? ~
SIgnature ~ 11- .
Company
Address
Telephone#
Valuation or l7
Contract Price // '1'--.5-6. cr-o
aM
13 +- ,)/ {/YL4T
'}fe 'lfJ3fJ E
BUILDING ELECTRICAL
F". 1:;;3 Q,2. J J Tp. Serv
Pre SLB _ ~ou9h In
Lintel Meter Can
FRM. Const. Pole
Insul. CL Pool
WL Pre-Meter
Final
DriVeWay~
PLUMBING
MECHANICAL
Breakers
Ducts Ins!.
Compressor
Final
SLB
Tub Set
Water
Sewer
Final
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of . J II I. I II IS ($ -.eo) shall be made for each trip for each trade:
..2J'; CIV
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.
APPLICATION FOR PERKIT
CITY OF ZEPHYRBILLS
BUILDING DEPARTKEHT
(A/Cj'l
q~1
OWNER I S NAME Gfll4;J tJ J-j{; {lJ 2 D IV s INC. PHONE K
OWNER'S ADDRESS Po. /!,IJI< /? ~7 Z-HIL-L> 55 ~ scr
JOB ADDRESS t73~ Llilt! 1/1 )" J}V LOT ff7
LEGAL DESCRIPTIOH: LOT(S)
PARCEL I.D.' -~ L/- - J-S- - 7-1 -
BLOCK SUBDIVISION GI2/1/V// /ltJ,l( ?8#
DO I 0 - 01300 - g>7 (OBTAlH FROM PROPERTY TAX NOTICE)
~ion _Alteration _Repair _Install
WORK PROPOSED:_Hew Construction
_Sign
_Kove
_Deaolish
PROPOSED USE: _Single Family
_KIF _' of Units _K/H
_~ercial
_Indust. _Swia. Pool _Other
_Restaurant & Health Departaent Approval
DESCRIPTION OF WORK:
BUlLDIHG SIZE: I 9-
:5CIL{~/~/V /2jPO/2i . {l1-lZfJOIlI, t/r/ L(fI{ ~M. (Jf2-( vE way
t ( I
x S(p I b72- Square Feet. i Height
RESIDEHTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUlLDIHG PLANS & (1) SET ENERGY FORMS.
COMMERCIAL: ATTACH (3) SETS OF BUlLDIHG PLANS & (1) SET EHERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERMITS REOUESTED
_BUILDIHG
$
1'-15& f AO
Valuation of Total Construction
_ELECTRICAL
AMP Service
Florida Power Corp.
W.R.E.C.
_MEGIIAIO.CAL
$
Valuation of Kechanical Installation
_PLUKBIHG
GAS
ROOFIHG
SPECIALTY
ilL u;Vt. Other
TYPE OF CONSTRUCTIOH: _Block _Fraae _Steel
FINISHED FLOOR ELEVATIOHS:
FT.
IS PROJECT IN FLOOD ZOHE AREA?
YES NO
******************************************
CONTRACTOR SECTION
GOKPANY. 8t{ 1-1- C IJIV 5,/LUC r ION 0(- O~/lJr/UIL ~(,
-K[~ ~ ~~;\~::';eo~~:~:~~i:"c:CV~77P-
'- ' ******************************************
RT.RGTRICIAN COMPAHY
State Cert. or Regist. f
SignAture City License Registration f
******************************************
BUILDER
Signature
PLUKBER COMPANY.
State Cert. or Regist. .
Signature City License Registration f
******************************************
MECHANICAL COMPANY.
State Cert. or Regist. f
Signature City License Registration ,
******************************************
OTHRR COMPANY.
State Cert. or Regist. I
Signature City License Registration #
******************************************
APPLICAITON APPROVED BY PERM.1T OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this perlit lay be subject to "deed restrictions" which lay be lOre restrictive than City
regulations. The undersigned assUles responsibility for cOlpliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CON'l'RAC'l'on RESPONSIBILITIES
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 the owner and contractor laY be
cited for a lisdeleanor violation under state law. If the owner or intended contractor are uncertain as to wbat licensing
requirelents lay apply for the intended work, they are advised to contact the City of Zephyrhills Building Departlent, (813)
788-6611.
Furtherlore, 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 sign as the 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 lay 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 {l
D. CONSTRUC'l'ION LIEN L1\.W (CHAPTER 713, FLORIDA STATUTES1 AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction Lien Law _ HoteOIDer's Protection
Guide" prepared by the Florida DepartJent of Agriculture and ConsUler Affairs. If the applicant is SOl8ORe other than the
"owner", I certify that I have obtained a copy of the above described doculent and prOlise in good faith to deliver it to the
"owner" prior to COllenCelent.
E. CONTRACTOR' S/OWNER' S AFFIDAVI'1'
I certify that all the inforlation in this application is accurate and that all work will be done in co.pliance with all
applicable laws regulating construction, loning, and land developlent.
I
Application is hereby lade to obtain a perlit to do work and instailation as indicated. I certify that no wor1 or
installation has cOllenced prior to issuance of a perlit and that all work will be perfotted to leet standards of all laws
regulating construction, City codes, loning regulations, and land developlent regulations in the jurisdiction. I also
certify that I understand that the regulations of other governaental agencies lay apply to the intended wor1, and that it is
IY responsibility to identify what actions I lust take to be in cOlpliance. Such agencies include but are not lilited to:
t DepartJent of EnviroDlental Regulation - Cypress Bayheads, Wetland Areas and EnviroRlentally Sensitive Lands,
Water/Wastewater Treatlent
t Southwest Florida Water "anagelent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses
t ArlY Corps of Engineers - Seawalls, Docks, Havigable Waterways
t Departlent of Health & Rehabilitative Services, EnviroDlental Health Unit - Wells, Wastewater Treatlent, Septic Tan1s
t US EnviroDlental Protection Agency - Asbestos abatelent
I also certify tbat, if fIll laterial is to be used in Flood Zone "A" or "A,etc.", it is understood that a drainage plan
addressing a "colpensating volUle" will be sublitted whicb is prepared by a professional engineer registered in the State of
Florida prior to perlit. issuance.
. A perlit 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 is~u~nce of a perlit prevent the Building Official frOt thereafter
requiring a correction of errors in plans, construction, or violations of any code. Bvery perJit issued shall beCOlB invalid
unless the work authorized by such perlit is cOllenced within sil IOnths of issuance, or if work authorized by the perlit is
suspended or abandoned for a period of sil IOnths after the tile the work is cOllenced. One 90 day eztension of tile, tay be
allowed for the perlit with fee charge of $15.00. The extension.shall be requested in writing to the Building Official. An
approved inspection .ust be logged during each sil IOnth period, or the project will be considered abandoned.
WARKIHG TO OWIER: YOUR FAILURE TO RECORD A HOTlCE OF COHHEHCHHEHT HAY RESULT IH YOUR PAYIHG 'fIfICE FOR IHPROVEIIDl'S TO YOUR
PROPERTY. IF YOU IHT BTA IHAICIIG, COH WITH YOUR LEHDER OR AH ATTORIIlY BEFORll RECORDIHG YOUR HOlICI OF
COHHEHCEHE . JO D , 0 VALUE I EED TO RECORD AID POST A "HOTICE OF C(JOfEHCEMIlHT".
s!iL~6p~
I
STATE OF FLORIDA I""L
COUny OF Q ofL/fJ!i
The foregOing instrument was acknowledged
before me this Srlr.? , 19~ by
P EIlS'>>tJ~[, L"" k;J~,J
who is personally known to me or who has
produced
as identification and who did/did not
take an oat~~ tfl ~ ~
ISignatureJ'gR- iJcC A, A5/}J:: L--
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
STATE OF FLORIDA r-
COUNTY OF J- i- 0 IL ( 0 It
The foregOing instrument was aCknowledged
before me this .~i:-f?7. r , 19.!lL by
Pr (L~ DrJtq(,,(, Y k tJ(}vJ ~
who is personally known to me or who bas
produced
::k~d::t~:~~~D and who did/did Dot
~Mu /J.~
(Signature23dZ UCr. IJ \ /)SrJ3~L
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
BRUCE A, ASBEL
Notary Public, ~t:tte ot" Florida
My Comm. expirt., June 22, 1998
Comm. No. CC 3.62272
BRUCE A. ASBEL
Notary Public, State of Florida
My Comm. expiru June 22, 1998
Corom. No. CC 386272
B&H CONSTRUcnON
.as ~~....
~"'~_JJ. 3350
01tI0 _..~(OWNI8)
. (113)712-1064
JIIUOML8tJIMTI1EDTO: (;(ll'rl!J !-f()fv( 2b,J ((lie. DATl:t/!'-9 -77 _
AmJPtaIl- LJ4-/I{.OI-:; ""II. J..... OJ R 7
crrY: "2 - I-t { u.. ?..... . JCIII
.................- ..~ ......... .-T fer: (:P/Z() J,vIJl. L;~,;/~L ,5 clu~(i-;;--:iLOe-)"1A
CA~tJorz r, 5 (+/~;;J 012 fVL:-:u/A Y
( (,
w......;r ~ to,............. II 1 :..~.~ ill _____ will die .....apec-
ilia...... ....._afS 1:6~ 2-0 . /l00 ~
'AYMDft' ASJIOI.I.DWIk ~ iJ r Q/l,A.P'Lt:/~
A1I-I~...w "all ~ .lIIm be . ...... AI...teo be ooatll& 11 iD . ,,_"JlI~ INDI Jf~
/taJ .,...... faaID ...~..-. ~__~wiI~ - ...~.. 0.....
....... "'lW~
". ----.. c.- 11I....._...... '" .......... ~... CitJ... -.....
w-ar...I1........ J.PD-~T.. of.......
ACurrANCI orJlRCJfmAt:
1'IIlI....~ .,..~ ...~_~ 1M'''''' Y- ....-,
~.~tDcID...__.~
~... will ......... ~"""'1boYe.
~.au: 1-9-t?7
DATE: 9-Cf-t7
~
"~1'Y 1)B2JP'IION:
~1) {-/-DN2O)v)
Cn9 j 2S L..I4-d~~ A\/, C~T ~7
10 ( 0 ~ +
lo r UA--IAA \
~ .77- (l.fr~ ~~
Ll /~'J h1 4 ~~
r''- I
NOTICE OF
Rcpt: 183H~7
DS : O. 00
09/22/97
COMMENCEMENT
\ 1"\11 111\\ \lUI \\l\\ l\\\l 11111 1\1\1 1\111 \11\ IUI
9710&4&2
Rec: D.OO
IT" 0.00
. Dpty Clerk
State of
rLO(l1 P 4
,
County of
PAS{O
TUB trnOERSIGNED hereby gives notice that improvement will be made to c2rtain
real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencemcnt:
1.
Description of Property: Parcel No. 14- 2~ -2.) - 0010- 01 50D-- <?7
LA NOt!: f} J , ~ '0, #-<i 7
(Legal description of the property and street address if available)
General Description of Improvement ~SC Ut;r-1 fl tJbIIA 1 ( ) -- fL tJ ~
(
{lI+(tPfJ~ A j} {L I V E (;'4h{
(
2 .
Interest in Pr.operty:
I-/.-J~I Z a~ I Ai c \
'2 -f-/ ( ll5 state4
3.
O\...ncr Information: Name CfLAJJ tJ
J\ddressRb ,00'1 1((7 City
Name of Fee Simple Titleholder:
(If other th~n owner)
JED PITTMAN, PASCO COUNTY CLERK
09/22/97 02:0Dp. 1 of 1
OR BK 3807 PB 1905
--
IORl Contractor: Name. 7?f J-/ {7Jtv5 IIlUC -r/~;.J DC (I!j'JTll./JL I~ <
h'~~__~ Address I )1.jdf'l f/-;/JAtr:- C;;T\ City f3rLo#-> VI lA...-/; State FL-
31/bl t.f
City
State
Address
5 .
Surety: N.:lme
Address
City
State
Amount of Bond: $
6. Lender: Name
Address
City
State
7. Persons within the State of Florida designated by Owner upon whom
notices or other documents may be served as provided by Section
713.13(1) (a)(7), Florida Statutes:
Name
Address
City
State
8. In addition to himself, Owner designates
of to receive a copy of the
Lienor's Notice as provided in Section 7l3.13(1)(b),Florida Statute~.
9. fxplratlon dnte ot NotLce oC Commencement (the expiration date is 1 year
fr?m the date of recordin ess a differen date is specified.)
this
Signature of Owner:
Sworn to and subsc
t) 1:-
"'Sf! j?r/~/tA e/5/L
19f1.
f!x~
jL~
,
Notury Public:
My Cominission Expires:
RRlIe! A. ASBEt
Notary Public, SU!to of Fiorida
My Comm. e"pirro;} June "2, 1998
("..omm. No. CC J86J7.l.
PC93053048
SOLID ROOF PANEL PRODUCTS
SECTION 7
Table 7.1.3: Allowable Spans for Roof Pan Panel Products for Various Loads
Industry Standard Products 3105 H-28 Aluminum Alloy
Wind
R~gion
102 M.P.H.
110 M.P.H.
120 M.P.H.
125 M.P.H.
140 M.P.H.
3" x 12" x 0.026" Panels
OPe.neuildings.. .... ----.._---
Applied: .. Overhang Condition_un' Wind
Load NONE 'H 1'_0" ' 2'.0" 13'-0" ! 4'.0": Region
. -17" . ~16~: 1S_17;::1 ;'l 17'-~"]t}1 "l ~~~;~_.!Q2 M.P ~f!.
20 15'.8.",1~'.9", 16':.~"..1~'~~"J l!'.?,'. _110~.P.H.
23 14'.7" , 14'-9" . 15'-1" 15'-9" 16'-8" 120 M.P.H.
26 13'.9" ; 1 f-10'" 14'-3" 114;.11;' t 1s;:fH-125 M.P-:-H:
32 12'-4;' t12'-6" 12'.11"t1j~:9,;t14':9~fi--140 M.P~H.
----L____n.. . .~._ . _no. o______L._______ __"._ ..;.. .__...__n_..___.____
Wind
Region
102 M.P.H.
110 M.P.H.
120 M.P.H.
125 M.P.H.
140 M.P.H.
3" x 12" x 0.032" Panels
Op.en BlJ!I.Qir19-~
Applied Overhang c;o,ndilio!l
Load NONE 1 '-0" 2'.0" 3'.0" 4'.0"
17 19'-4" 19'-5" 19'.9" 20'-3" 20'-11"
20 17'-10" 17'-11" 18'-3" '18'-10"'19'-6"
23 16'-7" . 16'.9" ' 17'-1" . 17'.8" : 18'.5" .
26 15'-7" 15'.9"; 16'-2" ' 16'-9": 1i'-7" .
32 14'-1" 14'-3" 4 14'-8'" 15'-4" I 16'-2'" .
Note:
Wind
Re9-i91l
102 M.P.H,
110 M.P.H.
120 M.P.H.
--.------
125 M.P.H.
~----_... -- -
140 M.P.H.
. ___gnclos~~l:!uil~Lngs
i Applied ~_..Qy~rl1alJg CQndilj()11
I Load 'NONE 1'.0" 2'-0" 3'-0" 4'-0"
29 '~12':11-;;t 13'-2'" 13'-7'" 14'-4" . 15'-3"
--1___._._. l __n.__., .. . '. ; .
35 '11'-10" 11'-11" 12'-6" 13'-3" 14'-3"
+~-~. -1- _+ ' , ,
41 10'-11", 11'-1" 11'-8" 12'-6".13'-6"
45 '0 10'-5'" 10'-7" . 11'.2" . 12'-0" . 13'-2"
-. ___n__ --+ _________ f _ ____. .
56 9'-4" 9'-7" 10'.2" 11'-1" 12'-4"
~r1~IQ~~d B_uilciings
Applied Overhang Condition
Load NONE: 1 '.0" . 2'.0" . 3'-0" 4'-0"-
29 14'-10" 14'-11" 15'.4" 15'-11" 16'-10"
35 13'-6" ' 13'.7" . 14'-1" . 14'-9" . 15'-8"
41 12'-5" ' 12'.7" . 13'-1" .13'-10','14'-10".
4511':1'1" 12'.1'" 12'-6" . 13'-4" 14'-4"
I .
56 10'-8" 10'-10" 11'.4" 12'-3" 13'-4"
Total roof panel width = room width plus wall width plus overhang.
Lawrence E. Bennett, P.E.
CIVL EHGIoEER - DEVELOP'-ENT CONSU.. TANT
P.O. BOX 04368, SOl1T1-i DAYTONA, FL 32121
TEl..EPl-tOl'E (904) 767.4774
FAX (904) 767-6556
SEAL
PAGE
@ COPYRIGHT 1997
NOT TO BE REPRODUCED ... WHOLE OR ... PART wmtoUT ll-E WRITTEN PERMlSSION OF LAWRENCE E. BEl'N:TT, P.E.
117
SOLID ROOF PANEL PRODUCTS
SECTION 7
P AN ROOF ANCHORING DETAILS
EXISTING TRUSS OR RAFTER
~ ~ SEALANT
~ /-- ~
<~;\;~ /:~:~==/ / :A~E:',~~::SO~:) B:~::N
~ 'i ! ----- ~----------- AND (1) AT RISER
1\
#8 x 9/16' S.MS. (3) PER PAN
AND (1) AT RISER
EXISTING FASCIA
AL TERNA TE CONNECTION:
#8 x 1-1/4' SCREWS (3) PER PAN INTO
FASCIA THROUGH PAN BOXED END
ROOF PANEL TO FASCIA DETAIL
HEADER (SEE NOTE BELOW)
----------------------
-----
FOR MASONRY USE 1/4" x 1-V4' TAP-CON
ANCHOR OR EQUAL AT 24' ON CENTER
FOR WOOD USE #10 x 1-1/2. S.MS.
OR WOOD SCREWS AT 12. ON CENTER
#8 x 9/16' SMS. (3) PER PAN
AND (1) PER RISER
--------- --------
------------
ROOF PANEL
EXISTING HOST STRUCTURE:
WOOD FRAME, MASONRY OR OTHER
CONSTRUCTION
ROOF PANEL TO W ALL DETAIL
NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 1/2'
LONG CORROSION RESIST ANT SHEET METAL SCREWS WITH 1/2' WASHERS.
ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET
BETWEEN THE WASHER AND THE PAN.
PAN RIBS SHALL RECEIVE (1) EACH #8 x V2' SCREW EACH. THE PANS MAYBE
ANCHORED TI-flOUGH BOXED PAN WITH (3) EACH #8 x l' OF THE ABOVE SCREW
TYPES AND Tl-E ABOVE SPEClFEO RIB SCREW.
Lawrence E. Bennett, P.E.
CIVL ENGI'EER - DEVELOfV3I/T CONSU- rANT
P.O. BOX 4368. SOl1TH DAyTON.... FL 32121
TEl.EPHO/'E (904) 767-4774-
FAX (904) 767-6558
SEAL
@ COPYRIGHT 1997
NOT TO BE REPRODUCED III WHOLE OR III PART WITHOUT nE VffinTEN PERMISSION OF LAWRENCE E. BeH:rT, P.E.
PAGE
111
SCREEN, VINYL & GLASS ROOMS
SECTION 3
Table 3.2: Allowable Post/Upright Heights for Screen, Vinyl and Glass
Rooms, Hollow, Snap and Self-Mating Extrusions
Aluminum Alloy 6063 T-6
..----
Extrusions_~~___~~ __
Load Width = Post/Upright Spacing
36"..:u~42'~~~. 4JJ" _J_54" ! 60" ; 66" : 72'~_L]i" -.Jj4'lu. 90"
. ,Allowable Height "H" [Span]
T-10"T-y.:3;' ;u6'-10":6;_5" 6'-1" 5'-10" ~rT -5'4';1 5'-2" 4'-11" ~
16'::5;,u+-9~:8"t-9~ 8'-6" . 8'-1" 7'-9" 7'-5" i~tt1o,;n_- 6'-7';~
r11;-3'~.10'-5"' -9-;::g~n_g.-_2"18'_9" 8'-4". 7'-11" T7-;~8~-T 7-;--4';-~.T-1-;'- ~
".1_ .---------f------.-..-.,-+-.-.-.---.------+--.-~-.----+.-~ _____+_____..__.._~.._+___ ..... _'_' .
11'-9" 10'-11'" 10'-2" i 9'-7" ! 9'-1" ! 8'-8" i 8'-4" 7'-11"! 1'-8" 7'-5"
I ..__ +___.._. ._._.____ -t-_. ____ _____-+-___._____. ~ _ __+-___ ___..___ u_ __+__ ____
2" x 4" x 0.050" L 14'-1" !3'-Q" 12'-2" 11'~'J!()'=-!-1~'110'-4''J~'-11'' 9'-7" 9'-2" 8'-11"
** Note: Screen splines on 3" side - extrusion turned wi 3" side parallel to sole plate.
Hollow Sections
2" x 2" x 0.044"
3" x 2" x 0.050" **
2" x 3" x 0.050"
3" x 2" x 0.070" **
Snap Sections
Load Width = Post/Upright Spacing
-3S"-T-42" -14~"nL 54"nj__!Q'~_~_~_~~._L?_~'~J78"-- ;~-84.'i
Allowable Height "H" [Span]
9'-3" 8'-7" 8'-0" 1'-7"- T-2"-i6-;:'-1-0"T-6':.s~~r6'-3"! 6'-1"
12'-2" 11'-3'" 10'-6" .. -9'-11" . 9. '-5.'.'; 8..'-11."fs'-i;-' 8'-3" . 1'-11"
15'-3" 14;-1" ;_13'-3" : 12'~5;'~ 1!'-1()~I11'~~"l10'-9" 10'-4" 9'-11"
1
I
~.--1
_9!l~~~
5'-10"
2" x 2" x 0.044"
2" x 3" x 0.045"
2" x 4" x 0.045"
1'-8"
9'-8"
Load Width = Post/Upright Spacing
36" , 42" '48"-1. -54,.-~T 60" i 66" '-~'78" -. "8-4-" . go---".'
. !;
~AllowajJie-He19hf"H"[Spanr~-'-
2" x 4" x 0.055" x 0.12" 17'-11" 16'~8". i5'~7" 114i:8;iT13'~11" 13'-4'iT12'-V~12i~3ii'i 1'-9"1 11':5'"
~:: : ~:: : ~:~:~:: : ~: :~:: .~~;1~." ;;:~::[1j:~H~:21~~~::, -~::;::J~:~1\6~~~:' 1~~:~'" [ i~;~.".
2" x 8" x 0.072" x 0.224" 36'-2" 33'-6" i 31'-4" i 29'-6" i 28'-0" ! 26'-8" . 25'-7" I 24'-7" 23'-8" 22'-10"
2" x 9" x 0.070" x 0.224" . 40'-2" 37;-2" T 34'-9;;+ 32'-9;;13-f-1-;'T29;=S" 28'-5"" 27'-3" . 26'-3" . 25'-5" .
2" x 9" x 0.070" x 0.310" : 44'-8" i 41'-4" i 38;~s,;t3-6'=5';1~34;~7;'132'=11" 31'-7'" 30'-4" . 29'-3" 28'-3"
L__ ________-1._____ ....__1 ~.___,_ _.j_________..--'-...______~_~~_ '---.n.. ___ ~
* Maximum chair rail spacing is 6'-8" O.c. Thus with chair rail @ 2'-6" the maximum wall height
without additional chair rail is 9'-2",
Self-Mating Sections
Notes:
Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 MP.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.
Lawrence E. Bennett, P.E.
CtVl. ENGNEER - DEVELOPAENT CONSU. T ANT
P.o. BOX 4388, SOUTli DAYTONA, F1. 321Z1
TE1..EPHON': (904) 767- 4714
FAX (904) 767-6668
SEAL
@ COPYRIGHT 1997
NOT TO BE REPRODl.JCeD N WHOU:: OR N PART wrTl1Ol1T TH: WRITTEN PEFNSSION OF LAWRENCE E. BENETT, P.E.
PAGE
75
SCREEN, VINYL & GLASS ROOMS
SECTION 3
SELECT EDGE BEAM TABLE 3.1
../"
~
==i
ROOF
u ~ ~_. . ';c
"-- LW-
3-1/2' SLAB ON GRADE
OR RAISED FOOTING
FOR MAX.
UPRIGHT
LENGTH i x 2'
VARES NO MAX. (ELEV. SLAB OR ON GRADE)
J:
.--'"
L____
TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMNG
. (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF ix2' PLATE TO BOTTOM OF WALL BEAM)
AL TERNA TE CONNECTION AT
FASCIA ALLOWED
SEE SECTION 7 FOR DET AR..S
SOLID ROOF
LOAD WDTH
FOR ROOF PANELS
rr= ~~2+. P/2 -
~
SIZE BEAM AND COlWNS
PER TABLES
J
O.H.
EXlSmG
STRUC~E
P = PRO.l:CTION FROM BLDG.
L W - LOAD WDTH
VARES
-----T
L P VARIES --1
TYPICAL SCREEN / GLASS ROOM
NOTES: ANCHOR 1. x 2. OPEN BACK EXTRUSION WITH 1/4.x2-1/4" CONCRETE
FASTENER MAXIMUM OF 2'-0. ON CENTER AND WITHIN 6' OF UPRIGHT
ANCHOR i x 2. TO WALL WITH 2-V2" #10 SI-EET METAL SCREWS WITH
WASHERS 2'-0' ON CENTER. ANCHOR BEAM AM) COLUMN NTERNALL Y
OR WTH ANCHOR CLIPS AND #10 SCREWS AND W ASI-ERS.
MNIMUM SLAB THICKNESS FOR SLAB ON GRADE IS 3- V2' CONCRETE.
SELECT FRONT WALL BEAM FROM TABLE USNG LARGER . A' VALUE OF
P/2 OR P/2 + O.H.
'p. IS CLEAR DISTANCE FROM HOST STRUCTURE TO FRONT WALL BEAM.
Lawrence E. Bennett, P.E.
CNl. ENG#IEER ~ DEVElOPfENT CONSU.. T ANT
P.O. BOX 4368, SOUTH DAYTONA. FL 32121
TELEPHO/IE (904) 767-4774
FAX (904) 767-6556
SEAL
@ COPYRIGHT 1997
NOT TO BE REPRODUCED N WHOLE OR N PART WIl1-fOUT TrE WRITTEN PERMISSION OF LAWRENCE E. BE/oIIETT. PE.
PAGE
63
SECTION 2
A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS
Table 2.2.1: Allowable Attributable Roof Area per Post for Carports,
Patio Covers, and other Open Buildings - ALUMINUM POSTS
Wind Load =
Applied Load =
Maximum
Height Load in Lbs
1'-4" 2,064
8'-7" 1,548
9'-10" 1 ,204
11'-1" 903
Height Load in Lbs
8'-2" 2,736
9'-6" 2,502
10'-11" 1,596
12'-3" 1,197
Height Load in Lbs
8'-2" 3,408
9'-6" 2,556
10'-11" 1,988
12'-3" 1,491
Height Load In Lbs
10'-0" 2,381
11 '-8" 1 ,786
13'-4" 1 ,389
15'-0" 1 ,042
Height Load in Lbs
11 '-0" 3,600
12'-10" 2,700
14'-8" 2,100
16'-6" 1,575
Height Load in Lbs
11 '-1 0" 3,408 .
13'-10" 2,t)56
15'-10" 1,988
1 l' -10" 1 ,491
Aluminum Post
. 1()2 MPH110'MPH -, '120MPHT125MPH . 140 MPH
: 1 'tiH?q~n._~~Q!#.L~qJ:~.+_'23 #/Sq:Ft:t 26 JlISq~Ft.: 32 #/Sq. Ft.
_~llow_~bl!.~oof Area in Square Feet for Various Loads on Post
2" x 2" x 0.044" Hollow Extrusion or
2" x 2" x 0.045" Sn.!}lExtru!iion;- Aluminum Alloy 6063 T-6
121 '-103 H__,_. 90 -.., 79 . . 65
91 77 67 60 48
71 60 52 46 38
53 45 39 35 28
2" x 3" X O.OSC" Hollow Extruslon'or
2" x3" x 0.045" Snap Extrusion; ~ Aluminum All016063 T-6
161 '137' ..r 'f19--~ -105 - 86
147 125 I f09 9Ef 78
94 80 69 61 50
70 60 52 46 37
3" x 2" x 0.010" HollowExtrusion - Aluminum Alloy 6663 T-6
200 ' rrO'-"'. . 148H .. 131 107
150 128 11 1 98 80
117 99 86 76 62
88 75 I -65 57 47
"3" x ~'i x C.04It. RofLForm'ed -A!.u_'!Illlum AII()l} 1 05 14-14
140 119 104 92 74
105 8978 .69 56
82 69 60 53 43
61 ...l", .,,5t. ,.. <15._ .. .,. 40 33
3" x3" x 0.060" Roll Formed - AluminumAlloy 3105 H-14
212 ..-;--18Cy---- '157-.H.. 138 113
159 135 '111 104 84
124 105 91 81 66
93 79 68 61 49
3" x 3" x O.060iiFlutedHollowExtrusion - Aluminum 6063 T-6
200 - 1"70 . 148'" 131 107
150 128 f11 98 80
1 17 99 86 76 62
88 75 65 57 47
Example:
Find Roof Area Needed; Area = 'A'; Post Spacing ='S'; Structure Projection = 'W':
A = S x (W/2 + OH.); If'S' = 1', W = 12', and O.H. = 2' then: 'Area' = 56 Sq. Ft.
For a 10'-11" post and 120 m.p.h. wind load or 23 # / Sq. Ft. post choices are:
1) 2" x 3" Snap Section
2) All post sizes listed below the 2" x 3" Snap Section
Where job conditions dictate a post height of 10' in a 120 MPH wind zone, a 3" x 3" Roll Formed
COULD NOT BE used because when it is more than 10' tall it can only support 39 SF of roof On the
other hand, a 3" x 3" Fluted Post with a post height of 10'- 7" can support an area of 128 square feet of
area Thus, design must satisfy both height and area requirements.
Lawrence E. Bennett, P.E.
a\Il. fiifIGEBf - 1EVB.0Pr0SIT CONSU. T ANT
P.O. BOX 4368, SOUTrt DAYTONA, FL 32121
TE1..EPHOl'oE (904) 767-04774
FAX (004) 767-6666
SEAL
PAGE
52
@ COPYRIGHT 1997
NOT TO BE REPRODUCED N WHOlE OR N PART WIlliOUT TIE WRITTEN PERMSSlON Of' LAWRENCE E. BeH:TT, PE.
A TT ACHED & FREESTANDING COVERS AND UTILITY SHEDS
Table 2.1.1:
SECTION 2
Allowable Roof Beam Spans for Carports, Patio Covers,
Screen Rooms, and other Open Buildings with Solid Roofs
Aluminum Alloy 6063 T-6
102 MPH 110 MPH 120 MPH 125 MPH
17# I~CLFt :~Q# / Sq.Ft.23#ISq.Ft. 26#1 Sq. Ft.
2" x 3" Hollow Tilt
8'-9" n, ai_a" l'-f/'
7'- 1 1 "y';-4"'i6'~10i'--
7'-4" 6'~9" - 6'-4"
6'_ iT' '6'-=4" -5'~n'T --,- u
6'-6"-5'-11"-- -~---S'=yT'-
, 6'~2" 5'-8"~ 5'-4"
5'-10" -5'_5" HUS'_1"-- u
5'-7" 6'-2". 4'-10"
2" x 4" Hollow filt 0,.2" x 4"x-.050" Hollow
1d'~8" . '9'-10"9i-2"
9'_8" 8'-11" 8i-4"
8'-11" 8'-3" 7'-9"
8'-5" 7'-9" 7i-3"
7'-11" 7'-4" 6'-10"
7'-6" 6'-11" 6'-6"
7'-2" 6'-?" 6'~2"
6'-10" 6'-4" 5'-if"
2" x 4" x 0.055" X 0.120" Self Matiri9. Beam ,
T3'_u11,,- .r' -12'=To"-- 11'~11"'-------
12':"9i; - t 11'-=9" - . -10':"1""'-
Tf'=g" i- 10i-10" 10'--1"-
~ ~:~:: t 1~~7~;' :~~
9'_10"- 9'-1" :-8;-6"
-g' _5" 8'-8'"'- n8'~1" . --y' :'7"
8'-1 1" ~ --, 8i_3ii -+ "-{':g"--t 7i~3"
-_.~- ------_._~--- ----~---~--~-----------------<--.,.-
2" x 6" x 0.055" x 0.120" Self Matinn Beam
19':..8"--'----- '18'-2" ------,-u-W-=1F--T"
17'-11" 16'-7" is '=6"
16''':8'' fSi-4" . '14'=4"-
15'-7" 14i-4" 1 3'_5"
14'-8" 13'-6" 12'-8"
1 3' -11 " 12' -1 0" 11' -1 i "
13'-3" 12'-3" 11'-5"
12'-9" 11'-9" 10'-11"
7'-1 "
6'-5"
5'_11i'
, 5'~7"
5i_3"
4i-11 "
, 4'-9"
4'-7'
8' -7"
7' -1 0"
7'-3"
6'-10"
6'-5"
6'-1 "
5'-10"
5'-7"
11'-3~"
10'=2;;'
9'-6"
8'-1 i"
8'_5"
7'~n"
15'-1-1"
-- 14':..7"
13i~6"
12'-7"
11'-1'1 "
11 '-3"
10'-9"
10'-3"
140 MPH
32# I Sq. Ft.
6'-4"
5'-10"
5'-4"
5'-0"
4'-9"
4'-6"
4'-3"
4'-1 "
7'-9"
7'-1 "
6'-7"
6'-1 "
5'-9"
5'-6"
5'-3"
5'-0"
1 0'_2"
9'-3"
8'-7"
8'-0"
7' - 7"
7'-2"
6'-10"
6'-7"
14'-4"
13'-1 "
12'-2"
11 '-4"
1 0'-8"
10'-2"
9'-8"
9'-3"
Lawrence E. Bennett, P.E.
avL ENGH::ER - DEYB..OPIENT COHSU. T ANT
P.O. BOX 4368, SOUTli DAYTONA. Fl 32121
TEl.EPH()IoE (904) 767 - 4774
FAX (904) 767-6556
@ COPYRIGHT 1997
NOT TO BE REI'flODUCED t4 WHOLE OR t4 PART wm+ouT TIE WRITTEN PERMISSION OF LAWRENCE E. BEJIN:li. PE
Wind Zone =
Applied Load =
Load Width
5'
6'
7'
8'
9'
1(}'
11'
12'
Load Width
5'
6'
7'
8'
9'
10'
11'
12'
Load Width
5'
6'
7'
8'
9'
1(}'
11 '
12'
Load Width
5'
6'
7'
8'
9'
10'
11 '
12'
Example:
For 2" x 4" x 0.055" x 0.120" Self Mating Beam;
Beam span between uprights use load width to enter table.
For 12' Roof Panel + 2' overhang, load width = LW; LW + 12' /2 + 2' O.H. = 8'
Enter table on left at 8' and read allowable span under required load;
Thus for 100 M P. H wind load / live load or 18 # / Sq. Ft. and Load Width = 8'
MaXimum Beam Span for 2" x 4" x 0.055" x 0.120" = I 11'-0" f
SEAL
PAGE
49
A TT ACHED & FREESTANDING COVERS AND UTILITY SHEDS
I
:.,.
C\/
't' IS THICKNESS OF
REQUIRED POST
L
C'I
.....
....
I
C')
l
1
. '16" ---1
ALUMINUM CONVERNTIONAL CONSTRUCTION PORCH POST CONNECTION
SECTION 2
TOP OF GRADE
3. x 3. POST SEE TABLE
(2) 2" x 2' x "t" ANGLE OR
(1) U CHA"'-"EL x "t"
3/8. x 3-1/2. BOLT
~ 80 LB. 2500 PSI CONCRETE PRE- MIX
3' x 3" BASE
POST IN CONCRETE
#4 BAR 12. LONG
POURED CONCRETE
REFER TO TABLE 2.4
C'I ;IT}/:
..... ,
'7 !t//
C\I i I
i-~ ~
3' x 3' POST TURN BOLTED
TO ANCHOR RISER
2-3/4' x 2-3/4' x 2-1/2.
LONG x 1/8' TUBNG
WELDED CONNECTION
o
/
~>
! IV
~ L---J
+---.
ISOLA TED FOOTING
FASTEN PER TABLE 2.5
3-1/2" CONC. SLAB
BASE ANCHOR CONNECTOR
FOR POST TO SLAB CONNECTION
2'- O. MIN.
BEFORE SLOPE ~
I f M
~
(1) #5 BAR CONT.
TYPE I
FLA T SLOPE I NO FOOTING
o - 2' I 12'
TYPE n
MODERA TE SLOPE FOOn.IG
2'/12. - 1'-10'
(1) #5 BAR CONT.
8.
~ -,/'
,1<'.8"
TYPE II
STEEP SLOPE FOOfflG
) 1-10'
NOTES: t NO FOOTING REQUJU:D EXCEPT wt-EN ADDRESSING EROSION UNTL H-E ROOM
EXCEEDS 16'-0.. ROOMS GREATER THAN 16'-0. USE TYPE I FOOTING.
2. FOOTINGS SHALL BE MIll. 2,500 PSI CONCRETE WITH 6x6-lOx10 WELDED WIRE tvESH
OR FBER ~SH MAYBE USED IN LEU OF MESH.
3. F LOCAL BULDNG CODES REQUIRES A MNMUM FOOTING USE TYPE U FOOTING OR
FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS.
SLAB DETAILS ADDRESSING EROSION
Lawrence E. Bennett, P.E.
CIVl. ~ - DEVELOPf.ENT CONSU.. rANT
P.O. BOX 4388, SOUTH DAYTONA, Fl 32121
TELEPHQfIE (904) 767- 477 4
FAX (904) 767-6556
SEAL
@ COPYRIGHT 1997
NOT TO BE REPRODUCED N WHOLE OR N PART WffiiOUT TH: WRITTEN PERMISSION OF LAWRENCE E. BE/'H:fT, P.E
PAGE
43
SECTION 2
A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS
SEE COMECTION DET ALS
~
~
~
22
x
L1J
PAN OR CO~OSITE ROOF PANEL
SEE SECTION 7
TOP PLATE P.T. OR WITH VAPOR
BARRER AT ALUMNllM ROOF
2" x 4. LUt.eER TOP PLATE @ ROOF
--------
2" x 2. x 0.044. ALUMNUM OR
2" x 4. LlNBER #2 SPF. (~.)
SI-EAlliNG:
7/16. O.S.8. OR 1/2' PLYWOOD WITH
STUDS 24. ON CENTER OR STRUCTURAL
GRADE TI-ERMAL PLY WIlli STUDS AT
16' ON CENTER
2" x 4' PRESSURE TREATED PLATE WITH
3/8' x 4-V2. CONCRETE ANCHORS AT
4'-0. ON CENTER
SEE SLAB DET ALS
L.
SEE COMECTION DET ALS
~
~
~ {
sa
X
L1J
SI-ED IS FRAMED WALL ATTACHED TO
HOST STRUC~E
12" x PAN (SEE TABLE) USE W
TO SB..ECT PAN FOR RE~ED SPAN
ALLt.4NLt.4 POST AND BEAM
--------
SI-EAlliNG:
7/16. O.S.8. OR 1/2. PLYWOOD WITH
STUDS 24' ON CENTER OR STRUCTURAL
GRADE Tl-ERMAL PL Y WITH S1U)S AT
16' ON CENTER
2. x 4. PRESSU:U: TREATED PLATE WITH
3/8. x 4- V2. CONCRETE ANCHORS AT
4'-0. ON CENTER
SEE SLAB DET ALS
W1 VAAES
FOR FRONT BEAM USE L-W/2+0VERHANG
UTILITY SHED AND CARPORT WALL SECTION
t ANCHOR PANS TO !-EADER CHANte. WITH (3) #10 x 1/2" S.M.S. WI WASI-ER.
2. ANCHOR PANS TO ROOF BEAMS WITH (3) #10 x V2' SMS. WI WASHER.
3. ANCHOR COLLt.4N TO CONCRETE FLOOR WITH 2-1/4" x 3' CONCRETE ANCHORS.
4. ANCHOR COLLt.4N TO BASE PLATE WITH 1-1/4. S.S. BOLT
Lawrence E. Bennett, P.E.
CIVl. ENGIoEER - DEVElOPfENT COHSU. T ANT"
P.O. BOX 4368, SOOTH DAYTONA, Fl 32121
TEL..EPHOroE (9Q04) 767-4774
FAX (9Q04) 767-8666
SEAL
PAaE
40
@ COPYRIGHT 1997
NOT TO BE REJ'RODUCED N WHOLE OR N PART WITHOUT 1l-E WRITTEN PEFMSSlON OF LAWRENCE E. BE/IotETT, P.E.
"
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Noticc to nIl contractors concerned 1.I1th concrote [or the clC:.tl:ll,
L,urlcatlon, and erection of Aluminum Structurl!S Only.
Patio Slnb's: Minimum 8"x12" (ooter ",/21 5 rcbnr.
Effective Novcllluer 15, 1990 concrete shall be 1llstollt.d ;l!; required
in dctatl bolo.....
r<e>' c.o~c...
.-----r ~ 'lzll
.....-
w.w.~.
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