HomeMy WebLinkAbout94-4277
BUILDING PERMIT
Permit N.~
CITY OF ZEPHYRHILLS
(813) 788.6611
_ 4277 L9
9- d- -fly
~o..crD
C;;V
P,opertv Owne' ~<<_~ ~
Job Address: J 3 .../..
Paro.IIO' Lr~- --j,1 - iJ/bO - _ a"!:;;7 <'J/J,.-O
Zon;ng' En.'gy Code, :zn G,s, 1. d-O
Description of Work (~A~ ('..-4. .A-fJ'"~ ~~ol ~~) ..d ~ ,.
~,
- /
Date
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
Water Meter:
T IF's:
~~ A.tl A Oc?At,
FINAL 9--15- q
NO OCCUPANCY BEFORE C.O.
DATE
c.o.
Complete Plans. Specifications and Fee Must Accompany Application.
All work shall be performed in accordar('e with City Codes and Ordinances.
7?e LJ:J.'fo 13
DATE
Inspector
Permit Fee
Signature
Company
Address
Telephone#
itGJ'.ro ~ C' .26
CZt1( ~.J
Valuation or
Contract Price
b 9(, ~_ cTV
/
City License Registration # /~ 0
State Certified License#
~ (l/LL/m-
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Ftr. q-~.~<f r;.~
Pre SLB '-, . Cft..f )L(....
Lintel
FRM.
InsuL CL
WL
Breakers
Ducts InsL
Compressor
Final
SLB
Tub Set
Water
Sewer
Final
Tp. Serv.
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
Driveway tj}- ~ .. '1'-1' fSlll
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for each trade:
a. Wrong Address
b. Condemned work resulting from faulty construction.
c. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
g. Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
APPLIcATION FOR PERMIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
OWNER'S NAKE f/llL S/f)rrll
OWNER'S ADDRFSS L~ J: IS- ...? R~ .31/
JOB ADDRESS ..s.'lJ~ ~
LEGAL DESCRIPTION: LOT(S)
PHONE 1KIJ-Wf'l
AI9Jt/~MO,IJ ~t7t),o
)&III r' WA~,() )4//.I'4tJ.r 7,(1 ./'h',eK
BLOCK
SUBDIVISION
PARCEL LD.'
/ 'f --d"-J./-O//'~-tJtJOOO- ttJ/S-D
(OBTAIN FROH PROPERTY TAX NOTICE)
WORK PROPOSED: v-Hew Construction ~ddition _Alteration _Repair _Install
_Sign
-"ove
_Deaolish
PROPOSED USE: ~~le Faaily
_H/F _' of Units _H/H
_eo..ercial
_Indust. _Swill. Pool _Other
_Restaurant & Health Departaent Approval
DESCRIPTION OF WORK: c..///VCe~r~ d-' Ai-UP" ~ p.,/P'ID SH$t:J
BUILDING SIZE: 9 X '7 ?/ Square Feet. 3',.; 7 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.
PERMITS REOUESTED
"BUILDING
$
?9tf,OO
Valuation of Total Construction
_ELECTRICAL
AMP Service
Florida Power Corp.
W.R.E.C.
_MECHANICAL
$
Valuation of Mechanical Installation
_PLUMBING GAS ROOFING
TYPE OF CONSTRUCTION: _Block ~raae _Steel
SPECIALTY
/.1 L J;I /'1. Other
FINISHED FLOOR ELEVATIONS:
FT.
IS PROJECT IN FLOOD ZONE AREA?
YES NO
******************************************
"
CONTRACTOR SECTION
BUILDER
~ COIlPAIlY /l~ /lLUP'1
State Cert. or Regist. . ~ c.p3~YO
City License Registration f ,/ ~O
******************************************
Signature
SiRllature
COMPANY
State Cert. or Regist. #
City License Registration t
******************************************
ELECTRICIAN
COMPANY
State Cert. or Regist. t
City License Registration f
******************************************
PLUMBER
Signature
COMPANY
State Cert. or Regist. f
City License Registration f
******************************************
MECHANICAL
Signature
COMPANY
State Cert. or Regist. #
City License Registration t
********************* ******************
OTHER
Signat~re
APPLICATION APPROVED BY
PERMIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this perJit laY be subject to 'deed restrictions" which lay be lOre restrictive than City
regulations. The undersigned assUles responsibility for COIpliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR 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, both the owner and contractor laY be
cited for a lisdeteanor violation under state law. If the owner or intended contractor are uncertain as to what 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 bired a contractor or contractors, be is advised to bave tbe 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 wishes 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 Zepbyrbills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION 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 - HOIeOWDer's Protection
Guide" prepared by the Florida Departlent of Agriculture and ConsUler Affairs. If the applicant is sOleone 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
Nowner" prior to cOlllellcelent. -
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify tbat all the inforlation in tbis application is accurate and that all work will be done in cOlpliance with all
applicable laws regulating construction, loning, and land developaent.
Application is bereby .ade to obtain a per.it to do work and installation as indicated. I certify that no work or
installation bas COJIenced prior to issuance of a per.it and tbat all work will be perforJed to Jeet standards of all laws
regulating construction, City codes, loning regulations, and land developleDt regulations in the jurisdiction. I also
certify that I understand that the regulations of other goveruental agencies laY apply to the intended work, and that it is
.y responsibility to identify what actions I lust take to be in cOlpliance. Sucb agencies include but are not li.ited to:
* Deparllent of EnviroDlental Regulation - Cypress Baybeads, Wetland Areas and KnviroDlentally Sensitive Lands,
Water/Vastewater Treatlent
* Southwest Florida Water Hanagelent District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses
* ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways
* Departlent of Health & Rehabilitative Services, EnvirODJental Health Unit - Wells, Wastewater TreatJent, Septic Tanks
* US EnviroDlental Protection Agency - Asbestos abatelent
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 volUJeu will be subtitted wbicb is prepared by a professional engineer registered in the State of
Florida prior to perlit issuance. '
A perlit issued sball be construed to be a license to proceed witb the work and not as authority to violate, cancel alter, or
set aside any provisions of the technical codes, nor sball issuance of a perlit prevent the Building Official frOJ thereafter
requiring a correction of errors in plans, construction, or violations of any code. ,Every perJit issued shall becOle invalid
unless the work authorized by such perJit is cOJJenced within six IOnths of issuance, or if work autboriled by the per.it is
suspended or abandoned for a period of six IOntbs after the tile the work is c_enced. One 90 day l!Itension of tile, laY be
allowed for the perJit with fee charge of '15.00. Tbe l!Itension sball be requested in writing ~o the Building Official. An
approved inspection .ust be logged during eacb six IOnth period, or the project will be considered abandoned.
WARNING TO OWNER: YO CORD OF COHHENCEMEN'I' HAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR
PROPERTY. IF YOU NAN NG, CO SULT WITH YOUR LENDER OR AN ATTORJIEY BEFORE RECORDING YOUR HO'fICE OF
COMMENCEMENT. BS ALU 00 N NEED TO RECORD AND POST A uNOTICE OF COHHKNCKHBNT".
SIGIIAIORE~
STATE OF FLORI~
COUNTY OF ' A SLo
The foregoing instrument was acknowledged
before me this g> -~~ , 19:J.:L by
f{A-~ OAfJie/ C;
who is ersonally known to m~ or who has
produced
as identification and who did~ld n~
take ZZth"5.-n1~f
(Sign r~
:Se~~v H./YltJlJ-k.s fIC.
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
STATE OF FLORIDA
COUNTY OF P,o.s'--o
The foregoing instrument was acknowledged
before me this ,q-:l5" , 19.3..!:L.. by
~ ) h~l + .s i fY) S
who is ersonally known to ~ or who has
produced
as identification and who did~id no~
take an oathori /'1.~~t/
(Signature) / ....,. /
-:::fceLt 1-1. rYJo/'l/E.s Sf:,
(Name'Typed, Prin ed or Stamped)
NOTARY PUBLIC IKttJIRY pQ8LtC itA. ar ru:amt.
MY aHUSSIOIl UP. JULY 14,1_
BOl'IDED 'l'JBW _IIIIIL DI. ..
NQXMY PUBLIC 51'A'1'I \E I'LOIUOA
MY Cot9USSIOIl UP. JULY 14,ltt6
BOIIIZD ~ U 1I..lL DB. ~.
ACE
ALUI\:~INUM
38545 Palm Grove Drive
Zephyrhills, Florida 33540
~
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SOLD TO S-u f\lRLfi J! ).)tJHr~~/P6-'
ADDRESS J.pr- /5" .3 ~":J'/ LrrJVA-~'O.4 LJ'~p
SHIPTO Z-/z'PJ+ y~ H ILL-5 P::=/. ~~ s 'f /
DATE /? -~ 5;; .-. 9 ~
PHONE 7 a-O ,..looJ> '7
ORlv~ V
-2 - s~-r-:
Cfx
W4-"4..- .s
"--
J
cSc/l~~;f./ ~M
L
The undersigned agrees to
INSTAllERS IN FULL ON C
~
Rep.
'"
PERMIT
PRICE
TAX
TOTAL PRICE
DEPOSIT
BALANCE C.O.D.
Job No.
Phone: (813) 782-2616
(}
J>-;;S--9f
)
S lTP. "loAN
,(tlPSIDF.NTUL USE ONLY~
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HATE
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. All drawings ot~all be drawn to Bcaln for all parcoll or lots five acros or 1099,
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SIIOW ALL EXISTINC AND PRorOSED STRUCTURES GIVrnG DD1..EHSIOHll AND SlITIlAClCS. AU.J. 1I1lHCATE
/d.Y nOUIES OF WATF.R AND ROAJ.>WAYS (INCLUDING NAMES) ADJACm:'C TO TilE PHOPEIlTY. INUICA'1'E
"I" E '5 J Z E. YEI..n. AN'b NAME OF HorHLE & SUClI AS 12' x 60'. 198 \. FLEETWOOl>,
A II "EASEHEN1S" t "RIGHT-OF-WAY" llnd ~'JURISDICTlONAL LINES" nlUll~: be shown on all 81 tp. plan9~
1>0 1I0T ENCROACH INTO ANY EASEMENT WITH A STRUCTURE
1l0U5E CONSTRUCTION
.,.".: ,"'e IO-
."-~OIL[ UOME 5E TUP I
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PROPOSED ADDITION
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~;li()\.J AI.L EXE;Tll.G J\IW I'nOrOSL~D STnUCTURES CIVJ11G nIH1!HSIOU~1 AllO SI!"l'l~I,Cir~. J.l.~;.~, 1/llilC:,TE
",;y ",,0\1:1::; Of 'o,.:fJ'.1 hlID nOI'..mIf\i~) (IilCLUDING IIAIlES) ADJACm-:-r TfJ T1H~ l'HOi'Elrn'. lidJlCi."n:
'j";: ~;i:'.F. 1';::!\1I ..i;;:' \:;u'.E 0,,' hOi:;ll.EI SUCH AS 11' X 60', l'Ji.q, rLEEr...OOU.
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Norr: CONTRACTOR SHAll PRO"1DE \~R:FlCAT10N TI1AT mE HOST STRUCTURE IS STRIJCT1jRAlLY
CO\APARABlE TO mE STRUCTURE SHO'/N (IJOBILE HOIJE OR CON\~NTlONAl CONSTRUCTlON)
#10 x ("t'+1 1/2") \\ITH
1 1/4' W~SHER ~ .' OC M:~.
3 #' Oxl 1/2" 9.lS PER PAN P A.':El
'MTH 3/4' 'NASHErl CR
3 110xl 1/2' WASHER HBDEO SCRE'ilS
HOST
S TRUC TURE
CR fAClA
------
/
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FASTENER DtTERl.'iNEO
BASED CN CCNS TRVC TlC'I
Of HOS T S TRue TJRE
CON~lECTlON 10 HOST STRUCIURE
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P ,1..'1 OR CCI,jPOSlTE P ANH S. US( CCRROSl~
RESISTI'yt SCRE'ilS. PANS A.'lCHI.."RED 'I/Ifrl 110
x 1/2" Il 3/ PA.N WO REC(lI;1NG CHANNEL AND
1 #10 ' 1/2" @ RIDct: CJ\? CONNECTION TO
RECEIWiG CHA.'iN(L CCMPOSlTE PA.'IELS USE
1/4' x (\+1/2') LAG SCRE'ilS 'MTH 1/.' WASHERS
THR()jCH REWW.G CHAJliNEL fRO\I TO?
CAULK ALl CONNECTIONS.
A.'iCHOR 'M TH HEADER CHA.NNEL
-4-
..........
At TERNATE:
'/10(() FR~I.lE SHED \\l:H 2"x4'
PRESSl'RE TREA TED PiNE
PUTE A.NCHeR TO CWCRETE
\11TH '/4' WKRETE
fASTENERS 4'-0' OC.
'2"x___"
CEN:Erl PURLN
~A!.4 SELECT 't'
FRC<J TABlE 2
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WOOO fRAME SHED 'If1TH 2",4'
PRESSURE TREA itD P'lsE PLATE
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1/4' CCNCRETE f ASTESERS
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MID SPAN BEAI.l
SELECT l FRCI.l
TABLE 2
MlIJ spA.'I BEIIJ
SELECT l FRO'"
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ExTRUDED OR BREAK\lET At
HEADER 0032" \liN.
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FRONT WAll 8EAI,j SELECT
l FRN TABLE 2
SELECT BtA\l
fROIl TABLE 2
FRS';T 'IiALL SHY SELECT
l fRei,/ TABLE 2
-
SHADING Ti?t II DUlOTES
iNTERICR POST \lAX. ROCf AREA
SEE TABLE 4
Sl-'ADiNG fIFE I
SEE TAi.'tE 4
SHADNG Ti?E 1 DENOTES
EXTERICR POST ROCf AREA
SEE TABLE 4
w II
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DOUBLE CARPORT ,'i1TH CENTER POST
DOUBLE CARPORT YI1TI10UT CENTER POST
UPUfT STRAP?iNG EACH STUD
00425'xl 1/.' !.I08ILE HOME STRAPPiNG
NAILEDMfrl #SJ CC!.IMON 3 PER SIDE
OR 13d GUN SAllS 3 PER SIDE
S TRAP SHAll BE 6' EACH SIDE AND
CONtNU()JS O',tR THE STUD
D\NA BctT
NOTt: 'M1ERE 1/2' CDX Pl'i'llOYJ IS USED FRA~liNG SHAll BE ~ 24' DC. ,li~1
w/ 'tAil PATTERN. Pl'i'llOYJ TO SfJOS 1&1 CC!.I\lO'l 6' OC. \} EDCE
A.NO 12' OC. F:HD, 'M1ERE 3/16' STR'JCfJRAt rHERMAL PLY SIDING
IS USED FRA,\lING Sl1Al.l BE IS' O,C. 'N/I 1/2" ROOfiNG ~IAILS \}
3" O't EDCE A~IO 12' 0, C. fiELD
NOT!:: M HOST S1RUC71JRt: \/I)')T BE CAPABlE Cf SlJP?CllTlsG Tl<E "'-1)\1'01.:\1 STWCTlJR( TO BE ATTAO<ED TO Tl<E HOST STWCTlJRt:. GO.ER"'-LY 1C<E
COMllnoo Cf Tl<E EXlSTlNG S1R\X11.iR( I\IU INCIC).1! THE STRVCT1;RES CAP ,I,B!UTY. 11-<( FCUO'M,'iC CCNOITlCl'iS!<,OST STR\JCTlJRt:S ARt CAPABlE
Cf SlJP?ansG M "'-U\;iNUIoI STRVCTlJRt: TO BE A T1AO<ED;
1. \lA~RY i'l".lUs, 2", .' FRAlIE CQoiS7?<XT1ON '/lALlS. PRE ESC:NEERtD '/IX!) TR'JSSES 'II! A 2". s' St'8 FAO). MID A iRUSS W::RHANC Cf UP
TO .', A:<O!r:II. ATTAO'\;ENT Cf n~ ALIJ\lI.<,I,;i,/ SiR'JCTlJRE IHROVCY fHE I' FAC1A 10 THE TRUSS 8\JT1SN! A \lO.'l.l1.;Y Cf .. TR\.;SS C,PHA.'IG,
2. llOOLE HCIo/ES \lA.N~fAC11JRt:D iJ:tR 1984 Io.ND BlAT TO Tl<E 1984 HVO STA.NDARVS '~ER( TH( lo.'I01\II.S APE ~TO Tl<E TR\!SS 8\JlT$.
1 CONOInCNS ~OT CO~R(D A8C~ ~AU BE Rf\1t~O BY THE ENGINEER TO OCTtRllINE TH( HOST STR\JCTlJRl: ADWJACY.
.. All muss S~itl/S ~AU H).',t: A \lA.t'l.i\:\I S?AGNC Cf 2.' 0 C.
5, \/06IlE HMS NOT COIIfCP.lliNC TO M ST,,-NDA~ ABC~ ~.ALL HA'.t: A SElf SUPPCR1T~C F'.YE AOJA(!NT TO M \lOOlE f1C\,jE :~ l(U Cf
CONNECT"NG TO TH( \lC€lLE.
UPLIFT STRAPPING DETAiL
POST TO BASE AND
POST TO BEAM DETAIL
SEE CONNECTlO~ DO AIL
12', PA.'I (SEE CHARTS) uS( "If TO UPlifT STRAPPiNG DETAil 00 NOT 8LOCK f!1d
FiRE EXl T 'MNOC'H
/ SElECT PA.S FOR RWJIRED SPA.'I / OVt:RH"-~G VARIES B
SHEa IS FRAMED WALL 2'x." LUMBER TOP PlAn: 8'xl2' Ul1UTY
'III TH R~ ABO\t: SHED 2" x 4' I 2" x FRtli TN ALL BEA,IJ g'~
ATT~CliED TO HOST J~
STRUCTURE w 2'-0" oe. SELECT l FROY TABLE 2
w fOR FRON T BEAI" . NOT[; a:: DOOR
::l! 2".2',0044" AtUM. OR 2 g
0 .... 1. ANQiQR P A.'iS TO HEAOE~ CHANNEL '1//
:x: USE 't'='H/2+0H. ::J N U us( 'L' = '11/2 + O.H.
2",4' ~ 24" O.C. lU!,jBER ol) J liD x 1/2' 'H/ WASHER. => ;',! ~
::J S a::
Vl 2. AN01CR PI\.'iS TO ROOF 8(A.I.IS'II/ 0-
S STRUCTURAL GRADE :::l Cl Vl .'It'
2 J 110 , 1/2' 'H/ WASHER. 0-
:IE THER!.IAl Ply", TH SlOiNG u Vl ~ ~ -<
u z Vl 3. A.'iCHOR PLA IE TO CONCRETE flOOR 'N/ 0 VARiES
'" . :x: o-g
"" V>
'" ''N " VA.R:ES 1/2" l-BOlTS FOR 2',." >< ~ 3/8" x J l/t O~A BOlTS @ 30" O.C. u 1~~5
V> w . Z
>< 6,5-:0/10 '/(IN / PT PLATE OR CWCRETE N .. STUOS TO BE ~ 16' DC. 3' EDGES '" t- ,~~..
w ANCHCRS 4'-0' OC. l)" ON fiElD I 1/4' CAL ROCfiNG NAilS Vl . ~~!jS
'" x
w ~o~:'i'!"
--------- ------- l VARIES 3".3" flUTED POST '"AX. ,7. ~~
tx." PI? PlATE UPliFT STRAPPiNG DETAil (SEE TABLE) HCT.=12' fOR 120 !.IPH ~ ~~
'HI J/8". l/t \\','10 \HOCITY
CONC. ANCHORS J 1/2' !.IiN, CWCRHE (SEE DUNLS)
UTILITY SHED AND CARPORT WALL SECTION SECTION THROUGH UTILITY ROOM SINGLE CARPORT
j' RECOV1NG CH/.SNtl
ANCrlORS MTH 3 EACH
,3 Si.lS PER FOOT
"
2' x ____ !,j10 SPA..,
t{A!.l SEE S:i.lPlE SP"N
T~3tE 2
RECEI'~"G CHAI'NEL"
2" , ___ 1.110 SPAN
/ BEAM SEE SiMPLE SP~N
TABLE 2
/' 3' x 3" x 006' POST
tr lI/2' "",,"IT ~"
w
a::
~ ROOf PANELS
fg SEE r ABLE 1
Vl
8 SPAC( !.lAX.
:x:
TABLE4- ----
DO AIL
w
a::
~ TASLE 1
fg ROOf PANELS
~ CARRiER BEm ../
1'3 J'd' POST /"
:x:
SP AC( \lAX.
2500 PSl COIiCHE TE 'II/
6,6 mOD 'MRE !.lESH
O\tR v APCR BARRIER
2500 PSI CONCRETE 'M:H
6,6 '~LDD 'MRE I.lESH
O\tR v APCR BARRiER
SPACE !.lAX. ____
}+
3 1/2" CONCRETE StAB
J
I
/""
TOP r:f GRADE:
J
VA.RIES
VAHlES
SECTION THROUGH CARPCRT
SECTION THROUGH CARPORT
j.d" fLUTED PQS T
\\RAPPED 'N/ fEU PAPER
3/8"x3 1/2" BctT
80 L9. 2500 PSl
CONCRETE PRE\li X
3"x3" BASE
24"
L
j 1/2'
IJ
16'
~
ALUMiNIJlJ CONVfNTIONAL CONSTRUCTION
PORCH POST CONNECTION
-t ~/ PClJRED CWCRnE
D~/
1 ~ REfER TO TAB11 5
ISOlA TED FOOT1NG
MN. 2500 PSI CONe. '/11TH 5 x 5 '/08.D(o 'MRE
OR fiBER I.lESH T"r1'ICAl All SLABS.
~ 1 15 BAR CWT,
8'
94-\.10004
3 1/2'
3'
-+
SitE? SLOPE fOOtNG
> l' - 10'
MEETS mE REOOIFlEMe.: 3
. CFCHA?TER 1205 sac 1991
NOTE: FIBER \lESH CONCRETE DO€S
NOT REOOiR[ '/!1RE \lESH
FlA T StOPf: / NO fOOtNG
o - 2"/12'
I.lOOERA TE SLCfi: fOOT:NG
2"/12' - l' - 10'
SLAB DETAILS ADDRESSING EROSION
'CO-
CAri R(ASKtiS o,K
~~
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15 ,~
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FRooT A.~D SiDE BCTTW RAilS [1rl-t==?
APACHE) TO CCNCPETE 'Mrrl !.iiN, f~I' - -'
I/~' x 2 I/~' !,IASON,RY Ql;lCX SO /~.
., s' FROY EAC," ~OSTA'<:J 24' OcA ~ . .
!,lAX. A.~D WALLS A I,jX Cf ,. ,
fRO... EDct: Of WiCR(TE
3 - 1/4' x 4' LAG BQTS Fl
MTH 1 1/4" Ft~DER WASHERS _
PER 4' PANEL ACROSS ThE
FRC~T AND 24' ON C-ENTER
ALO~G Tt1[ SiDES (IiALK O~I)~
2" x 2". 2" x 3" ~
HOUCN SfE SPA.'I
i ABLE HEADER Z_...
CO"A:R RAIL AND _________-
KICl< Pt.A re:
2"x2'x0044' ~
HOUOH RAil ~
~~T ~~TArg :0,3?n9'" /. -: ',:. '.,>. ,>,:- '
IN SCREW BOSSES
1/4" ~ 2 1/4' MASONRY ANOl-'OR
AT 5' FRCM EACH PCS T A.~J
24' O,C. MAXI~fI;l.l
,. x 2' x 0044' OPE'I 8~Cl< ATTACHED
TO 80m POSTM:-ri 110 x 2" SI,jS I,jAX.
5' fROM EACH P\JRVl A,N,:! 24' O,C.
FRWT 'HALL P\JRliN -
'MNOOW FRAMING C),'/ AiHCH /
DIRECT\. Y TO HEADER
CON,!NT1QNAl fRA\lING OR
Al~!.iIN()1.l CO~R S1'S rEM
Sl1H.r,w~ BOi'rl SIDES
CtASS 'MNOO'/I iNSTALLED
PER MAN\JFACl1JRERS
SPWF!CA l1CNS
Al.U!.iINIJI.l SHEETiNG DR
'I1N'r1..
~
2" x ___ EX ''l1)SiCN
/ PER spA.'1 T~8lE
~;r ~
~Z 3 - ,. M SlJS iN;) SCREII ~OTS
~L:j;..( ;.:_~_ txCi\lSiON PER SPA.'. TAclE
,'x2' EXm. \ . / \I :N. ,31/2' CC,/,<C SL',A3, '11/6,5
/ 10 /IJ '/1./1 \I. DR FIBER '..ESri
F ~A'NCHCR l',2"<00H' Pl.Are:
......'..'.....' ;OCC~G.II/'/~.f21/2.
'I APCR BARRtER CO'<C. ANCH<~RSM rrl:~ 6'
Of EA. SiDE :;F EA. POS T
I) 2~' O.c. \lAX:l.Il\l
SlOe: 'lOLL HOOL~ A TTACHED TO
l' x 2' x <).044' OR BWER 'MTH
!.i:N. 2 110 x 1" Sl.lS
Sll)[ 'INl P\)RU'lS mAI)4E:) 10
l' x 2' x OCH' OPEN BACK
'MD, \lX 2 110 x 1 1/2' Sl.lS
iN SCRE If BOSSES
TYPiCAL CORNER CE T Ai!_
POST TO BASE AND
POST TO BEAIA DE TAIL
2",2',1/3' .A.~CtE EACH
I SlOE HTACH iO P0ST
A.N) (C,'ICRCE TO POST
AL TER/WE CO'.O. A.~) PI. A TE M T'rl 2 ,'Ox
A~CX;R L,OC~ 1'0'1 '/2" COPReSION R~SiSn,'i:
.. \ ;\lASHER HEACEO SCRE 10
, 1/8' \I,N IN .
CONCRErE I"~ x' 2 EXBl8CN
~ . 2~OO ?:l CONCRt 1:
. . . ~j . . , , . \IN. '1// 5,5 /I. \I
. . .!). . . OR F:SER \lES.Y :CNC,
2" x ___
SEE T AaLE 2
PJ-=t=
~
:[J--- ~
ALUl.fNl:\l COI'i:R CR
3" S TRUC nJRAl INSJLA it:)
ALl:l,IiSU.
HEADER A TT ACHD TO POST
I'f1r., I,j:N. 2 110 x I 1/2"
iN SOREll BOSSES
NOT!; NO rOOTiNG ;;oW"iRE:) EXCl?T
'/Me. ADORESSiNG EROSION
AL TERNA TE POST TO BEMA
AND PLATE TO CONCRETE DE TAIL
2' , 2", 2' x 3" CR 3' x 2"
HCUOII SEE SPM. TASlES
CHAlR RAIL AlTACHD TO POSTS
'MTt1 W'I. 2 1'0 x '/2' S!.iS
I ~ SOR('II BOSSE S
NOTE: "!( is TriE ROOF' SPAN CLE,AR DISTANCE FRCf.l
RECEi'l1NG CHANNEL ;0 FACE OF' 3EAf.l.
~
,. x 2' x 0044' OPEN BACK
BOlTCU RAIL
PA,N OR COl,lPCSlTE PA~~ELS. v~.( CORROSION
RESiSTi~ SCRE<'IS. PASS A>JCHCRED 'Mn1 liD
x 1/2' @ 3/ PA.N iNT.) RECEiW.G CHA.'iSEl .A.~O
, 110 x 1/2' \) RIDc( CAP CCI<<NECnON TO
RECEI,1NG CHASNEl. CO'-'PCSFE PANELS USE
1/4' x (t+1/2") LAG SCRE~SM1'M '/4' 'liASHE.RS
THROUGH RECEi"'~,\~G CHA.~SEL Fil0'.l Tel'.
CAULK ALL CONNECTiCNS.
TYPICAL UPRIGH T DET NL
HOST
STRUC1\.'R't.
OR F AClA
-------
EXmUOED DR BRrAf:>lETAL
HEADER 0032' \ll:-<,
~
~
FASTENER DUERYINED
BASED 00 CONSfRUCDON
Of HOS T S TRVC TVR'i:
CONNECTION TO HOST STRUCTURE
NOTE: CONTRACTOR SHALL PRO'I1DE vt:~lnCA nON TriA T THE HOST STRUCTURE IS STRUCPJRALL Y
COMPARABLE TO THE STRUCruRE SHO'~N. (MOBILE HOf.lE OR Wm:STlONAL CONSTR\;CT1CN)
3 1/2" CooCRETE ~Aa 5 x 5
YI$ClJENE VAPCR BARRIER U~<DE,R ~ABS
I ,~ HA...'N'J smUCll;oES ABC"!
SCX,lD ROCf
18 x 1/2' S,I,4S IS' 0 C.
iN Al.UMiNi.:Y SHEE T:NC
VARIES
r
TYPICAL SECTION GLASS ROeM
L"
~~
'.I!LL COI,(PACTED CHA.N flU O\1:R SACRlFictO
'1.1 TVRAl ~l 90"Y. RHA Ti',! DENSITY
CCNC?ET( FILLED BLOCK S1:!J 'MLL (6.81\6 NU)
1. iNSTAll RII)O FOA'" IN9JLATlON iNTO AlUlJIN\JI.I ROCf P.A.N
2. CO...!R INSlJlATlCN 1'f1T:1 0019' PROTEO'OR PA~EL 'MTH O\1:RlAPPINC 5VYS
3. iNSlJlATiON PANEL Sl-IALL BE CLOSE':! 'MTH ALUI.{"NU\I E'<O CAP TO SEct:RE iNStllAnCN ptACE\lENT A.NO
TO OISCOlJRAGE THE NESTiNG Cf MlDUfE A~<D OR iNSECTS
4, PROTECTOR P.A.~EL '1I11.L BE SEct:REO BY 18 x 5/8' CCRROSlC~ RESlST:V( WASHER \-<EAOEO SCRE~'S
5. SCPi.'N PATTIRN SHALL BE 12' ON ALL PER:I.{(T,RS AND 24' DC, rlELD ON EA01 ?.A.~EL
5. ALUI.{IN~'" END CAP 'lI'lL BE ATTACHED '/11TH 3 i3 x 1/2" CI)(POSJCN ,RES<STI'.! WASHER HEACEO SCKfl0
7. SEAl. All SORE'II HEADS 'Il1TH CAULKING
NOTES:
5' x 12' CCNCRETE FOOTi,~'J 'M~1 1 15 CONTiNUOUS
LOCAre: ON UNQISTURBED ,NATVRAL SOL
, 15 VERTICAL AT CORNERS A.ND '0'-0" DC.
RAISED PATIO FOOTiNG
;of '11/2 " '11/2 "
Al'';.,Nl;U PAN I CI "
~;On:S: A,NC:'M ,. " 2' ~EN ,B'~ ",~tl_ IJ~
1APC0'4 02S" x 2" LENG:-ri :.1.1.<. IT' r;3
Cf 2'-0' 0 C. ANcrCR TO '/lALl I II A g
'M!H 1 1/2" J10 SlIS 'M7'rl V I~ g:
'/lAShERS 2'-0" O.C. S?ACW; I ~
A.~(}KR 3EA'. .1.';0 CQIJliN ~NEE I '\ II ~
BEAI,l '1'Ilr:~ A~~C:1CR Cl;PS A~D -,{- 'k
j10 5CR[WS AND WASHE.QS. ~ -. I' x 2" x )CO' w
!.ii~. SUB r"cxNES$ reR $tAB I J 'J( YA.'l!ES !
O~ GR,ICE j 1/2' CONCRETE.
r l 2-_ 80,l.l A~i() CQI.."ANS \lAX.
COlV.NS 'J U. CQIJl.i~ S?ACiNG
SEE T A3L~S
TO SnECT FRe'IT 'NALLBEA,1,4
FRCI,l T AeLE ~~i lAR'TR "L"
VALUE Of 11/2 OR W/2tOH.
2" x _~_ BEAI,l SEE T~BlE 4
Q',nIi(NG V(,,:tS
2'-D' UAX. -+
3 1/2" $tAB
ON GRADE OR \
RAiSED FCOTiNG
I
I
"If I
'!.iU SE,".": \lAX. I l' x 2"
SPA.N I IJPRIGHT I, \ I
TA8L~ I LE'icr"-l -t-
V..IR'tS N0 !AAX. {,:LEI SL'3 OR eN GRADE)
T'i'?ICAL GlASS RC(MMTH 501."0 'Xf. T"l?ICAl fR':NT "''EN FR..\\iING
. (HEIGI1T OF UPRIGHT IS I.lEASURED FRey TOP Of ,. x 2' PLAn: TO BOTT2Y Cf 'Ii~Ll BUY)
"to
. 'H'
!.i'N 2' , 2' x0044'
(T'i'?ICAl)
TYP:CAL SCREEN AND GLASS ROOM
L
~AP'[SJ
r r
../' SauD COVER
'.AX. 'Mor~ 5r
ROOGHJFE,'Ji.NG
V.A.R:ES
=F~
SHEHt'jG BO TH SlOES
, 1/2' x r
SLAB 3 1/2' I.{;N, ___
(SEE DETAil)
2' x 2'
TYPiCAL SCREEN AND GLASS ROOf A
N07l:: THE HOST STR\JCruRE IIVST BE CtJ'IoBlE Cl St,??CRTNQ l"H( AlU~INl'\j STl1l)C~;Rt TO 6t ATT AC<f:D TO ~ HOST SW'JcruRl: C(NERNH 1'<(
CClJOiDC" Cl T'rlE Ex:sm,Q ST!<IJDT1;REMLL :NDICAn: ~ STRVC~JRtS CAPAil1UTY. T}je: reHCMNC CCI',ClT1Ct<S;\'CST ST'lVC!1;Rl:S ARf: C,tJ'A3l!:
Cl SUPPCRnN(; ft'( Al~I<:N1;Y STR\JCT1;R( TO BE A1HOiED;
1. IIASCf;RY '~,1us. 2', 4' fRA!.<f: CCloiSTRUcnCN NALLS, r~E E~'C1Nt::RED '/lOCO TiMstS 'III A 2', o. SU9 rACA "-.0 A TRUSS C\tRH"-HC Cl uP
TO 4', ....~O/cil ATTAOi~ENT Cl l"H( ALUIIINUII STR\JCl1.iRl: T1,R(lJGH H ,. rACA TO 1\<( TRVSS 91.Jn '/II A .~XIW\j Cl 4' lR\JSS O\tRH....'1(;.
2. ~('.ellE HOJES Y....NurACf\;RED Mn:R 1984 ....ND BU'lT 10 1\<( 1ge4 H!JO ST"-NNROSI<<R( 1\<E ....~O'CRS IoF'E :~TO fH( lRUSS sun$.
3. CONOlTICt<S NOT CO\,\:PtD ~90~ SH,\lL BE RE',lE'~D ey fH( ENCl~IH~ TO DEitRI<iNE 1\<( ~osr STR'Xn;;'E ADEWACY.
4. ALL T1lI,;SS S'fST!:\,IS SHALL H(,( A \lAX1\II.'1I SPACiNC Cl 24" o,c.
5. \lOOU HQ<.iES NOT CCNrcP\j:NC TO Tl'E STA!<O~.'lOS ABeI( SH,\lL HA,{ A S<:lF SlJffi;l\~NC fII'E A(l,AcrNT TO ThE \,iOOLl: H().lE iN UE'J Cl
1.l:'4. 250) P~ CC..C. 'MTH 5 x 6 'I<(LD€O \\lR~
N01E; riSER !.iESH COOCREre: DotS
NOT RWJiFE ~:RE I.lESH
FlAT ~OP~ / NO FOOTiNG
o - 1'/12'
YCCERA 1: $tOPE FOOTiNG
2"/12" - I' - 10'
SLAB DETAilS ADORESSi~G EROSION
SrEl? $tOPE FOOTiNG
> ,. - 10'
~ ". ,^" '" CD, ~~NUClJS COl1:l'
-f''t- RI.O ,""un"
.~ ij" / / ~~'-.... ". 5/" ",,"0,""
t-----I~~ ~~~ ~! RE9S11! WASHER
" J 12' 1 , ",H~A,DED SORE 10,:, ,:
9 ,1 - {) 0 0 6 <;~
TYPICAL PANEL
~:,Ern The RW.Jl~fT3'
tF O1A?TEP t2'JS sec 19'31 ED
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LO".o O:U:1 OC:~
LCJD cuona1'S
YlINO \t100TY LOJOS CVD + U',! lC.'D5
Ct.ASS fiW.lS
H(iST SfRlJC;t.~ 100 '.iPli 110 >2H 12l] ~ 't2,~ 321/~ 571/SF
I. CWCRt:TE l(,'xl-l/a- ro,6nE sa-f"1S J It O.C.------>2 .,,. O~C.
2. ';UX) fRA]j( 1(,'12" LI,G ~':IS ') 6" 0.c.------------>2 ) 1 O.C.
S(ff[N, l1Nit, ,lj,iQ O.C'f'ffi rs
HOST smuc~ loo'~ 110 \f1i 12O'~ 't21f1 321/<:f 5,7I/SF
1. CC,~HE l('"xl-I/3"" ~!( SC?(,.s t 12' O.c.------>2 ,), O.C.
2. 'il\X() fPJ1:( 1(,',1' LV; SQ;'f'f) .) 12" O.c.----------->2 ., " C.c.
,I/OTfS; l()C() ST'R'.JCM"'ES :.a:U.D C(W{CT TO TR\JSS fJ.'JTiS C"~ T'ri€ SU3 FA{U
fRj.~ 'iKtt N)SS2tE IXY 1'l-.~ (J ~{l<(i1S c.,,~ 3( ,)JlStC€ TI:(
1MS BUTTIj$l.l:3 rhOA 00 1MO~ A,'i.4.$ :rim "'.A,or: roJaE ANQ~
Iii SfJ(('Ji'$ ::-HO i1{ HOST ST?'Xr1JF! Si1AU. HA\! ~N 1-I/"t~UQ
~ ~mOE~ASh(R HE.~n m-lti
12" X J" X 3105-H14 RISER PANEL
.1 r l.~' t
~-[[
1
12/1 X 3" X 3005-H28 RISER PANEL
1 rm. t
[[
1
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002"
12"
?
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~(Kr(S
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-r r 'l~" t
[L~
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~j111n
o.ClO"
~ . a.4<>> tJ n . Q:64 pH
I . to.U/-o.2n n..
~ . 0.600 n.2 IT . o.~ pH
I . +o.5IQ(-I)A21 n..
".0.60...2
'fT . 0.717 pJ.I. .
I . tt15n/-\l~ A.
" . t1/~ ilLl
rT . 0.717 p..1l .
I . t<17'31/-a.711 n.
1m! , :,1).;( RfX.t P/." ~,~ Pal C.~TS, sr.m::~ .k "~it RCC..S
N.ll.UL"'4 ".((JST,ff sr,~,\"~iS .'.J.1';Y J1C3 '~-14.t rl-23
PA'l SEt f(it m~ 9.~'i U'1: .. ~i/2 + I).H.' :n: ~k"K;S .
lO~ Itx a.oZS" -.J!IJ O^__l' o..'C--1 o.H.._r 'lH._
100 ~~1-i I. lo.i 14'- 3" 1"- 5' 14'- g' 15'-~'
110 ~.f~-1L l~ It- 11' 13'- " 1';'- 5' 1"- 2'
120 !.iPH .t lC'!-O 11'- 11' 12'- I" It- 6. lJ'-~"
lOA.( 12"X 0.031"__
100 l.-~-1 '{ lc;.J 15'- 5'
110 'Rti1. lCA'l 15' - 0"
120 ~H .. Lo.\D 13' - 10"
10'- 3"
15'- 2"
13'- :1'
1-1 ~- o'
1~'- S"
1~'- 4'
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110 ~ r. LOJD lr- 11' 18'- rf 18'- J" 18'- g"
120 I.IPIi 'f.. LC),D 16'- 10' 17- rf Ir- J" Ir- 10.
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