HomeMy WebLinkAbout95-5250
BUILDING PERMIT:
CITY OF ZEPHYRHILLS Permit 11 ·
(813) 788.6611
f~5250~
Date
7.-c2/- C)~
~ ELECTRICAL PLUMBING MECHANICAL
:~:~::~.":L9~~~ ~'-
P.,o.ll.O. # /_ l' . ----.: ,. - ""., CJ C> 0 - =")0
Zoning: Energy Code: Radon Gas: .,3, t 0
Description of Work ~/I;tJ..M ~
-.--
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
NO OCCUPANCY BEFORE C.O.
FINAL
C.O.
-
-::>
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Permit Fee 3 6, au
Signatur~~~~ .-
Company
Address
Telephone#
1
Valuation or
Contract Price ~::- 6-a--c;. cr-o
City License Registration #
State Certified License#
(Y'yt /Yl.VL
BUILDING
Ft<. q,2~9~~
Pre SLB ~ -~
Lintel
FRM.
Insul. CL
WL
~L, (D2?f!-) btJ.-~
Driveway
ELECTRICAL
PLUMBING
-
MECHANICAL
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
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.
APPLICAITON FOR PElUlIT
CITY OF ZEPIlYRIIILLS
BUILDING DEPARTHERT
~ KA( G :; I 1)1< ~ . .... H C
OWNER'S lWIK c- H rt 1<-1-..& r-r E- (VL ' ;7:l rvt B t t5_s c rI PHONE 8'j ~ -. ) J1? 'J )-,3 s-
OWNER'S ADDUSS <3 7' 7 LF ( fl'1 F- f1- P () Ct. c/ (j (7 /) /-, (/ f!) P Z t3- ('::> tI- \1 R /i/ i.. t S'
JOB ADDRESS 5' P,lL] ~ W> II-- (5 C;; L/f2..
LE~ DESCIlIPlIOIi: LOT(S) ,':;-7 .1 /31 11;:-5\~~IVISIONf1I::ft-Oc'pt/(()(()P SS'1/+rt2s-
PARCEL LD. f /3 - ;) b - :1-L - () / 'I D - 00000 -- OS'lll CIlll7AD1 PBlIII fIlDPEIlrY f~ !lanCE I
WORK PROPOSED:~ew Construction ---..Addition ---.ftlteration ----..Repair _Install
_Sign ---Ifove -.J)eaolish
PROPOSED USE: \;:ina1e F_ily ---.Jt/F _' of Units ---.Jt/H
_ec-ercial _Indust. _Swill. Pool _Other
DESCRIP'l'lOB OF WORK:
----..Restaurant &: Hea1th Departaent Approval
1'2..1'-' ( (
(to))
X 3 D, :) (-' C Square Feet, 9' t;-! Height
(')c=- l~ {3 EN
BUILDING SIZE: /,1..
RESIDEIITIAL: ATTACH (2) PLOT PLANS &: (2) SETS OF BUILDING PLANS &: (1) SET ENERGY FORKS.
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS Ir (1) SET ENERGY FORKS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERKITS REQUESTED
~UILDING
$. ~~.. 0-0
,
Valuation of Total Construction
RT:~m:RICAL
AIIP Service
Florida Power Corp.
W.R.E.C.
----.JIECBARICAL
$.
--PLUKBING
GAS
Valuation of lIecbanical Installation
? ROOFING V' SPECIALTY
_Fraae _Steel d'!'I..i,."""A'L Other
TYPE OF COBSTRUcnOB: ---Block
YES
~./'
NO
FIBISBED FLOOR BLEVAnOI1S:
FT.
IS PlWJECT IN FLOOD ZONE AREA?
******************************.********.**
CONTRACTOR SECTION"
.'J
Run .DRR cotIPAIIY cZ!-(/c '-"'}--L..L--c:----
~ J 1/41,
., . . ... State Cert. or Regist. I.
Signa 17L.ev111.. 'tvrr7,.t!-:'?C City License Registration ,
********************.*********************
RT.RCTRTCIAIII COKPAIIY
State Cert. or Regist. .
SiDnAture City License Registration'
***************************.**************
PLIDIBER COMPANY
State Cert. or ReSist. ,
Signature City License Registration ,
****.*.*****.*..*.*.*.**.**..*....*...*...
IlEClWfICAL COMPANY
State Cert. or Regist. .
Signature City License Registration .
***********************.******************
OTRRR COKPAIIY
State Cert. or Regist. ,
Signature City License Registration .
******************************************
APPLICAnON APPROVED BY PElUlIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
'l'be undersigned understands that this pertit lay be subject to 'deed restrictions' wbieb laY be lOre restrictive than City
regulations. lhe undersigued asSUles responsibility for co.pliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner bas hired a contractor or contractors to undertake work, they laY be required to be licensed in accorc1ance with
state and local regulations. If the contractor is not licensed as required by law, both the CJWDer and contractor laY be
cited for a lisdeJeanor violation under state law. If the owner or intended contractor are uncertain as to "bat licensing
requiruenta lay apply for the intended IIOrk, they are advised to contact the City of Zepbyrhills Building Departlent, (813)
-788-6611.
FurtheIlOre, if the owner bas bired a contractor or contractors, be is advised to have the contractor(s) sign portions of the
'Contractor Secti0D8' of this application for wbieb they will be responsible. If you, as the OImer sign as the contractor,
you are indicating that you, rather than the contractor, are responsible for the IIOrk. If the contractor "ishes you to sign
as contractor that lay be an indication that be is not properly licensed and is not entitled to peraitting privileges in the
City of Zephyrhills.
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 'Plorida's Construction Lien Law - lkIIeoImer's Protection
Guide' prepared by the Florida Departlent of Agriculture and COnsUler Affairs. If the applicant is 8OIIeOD8 other than the
'OImer", I certify that I have obtained a copy of the above described c10cUIent and prcmse in good faith to deliver it to the
"owner" prior to co.encuent.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the infoIlltion in this application is accurate and that all IIOrk will be done in COIpliance with all
applicable laws regulating construction, zoning, and land developleDt.
Application is hereby lade to obtain a peClit to do work and installation as indicated. I certify that no work or
installation has CDleDCed prior to issuance of a pertit and that all work ,ill be perfoIJed to _t standards of all laws
regulating construction, City codes, zoning regulations, and land developleDt regulations in the jurisdiction. I also
certify that I understand that the regulations of other goverDleDtal agencies laY apply to the intended wort, and that it is
If responsibility to identify what actions I lUst take to be in COIIpliance. Sueb agencies include but are Dot liaited to:
t Departlent of BnvirOllll!lltal Regulation - Cypress Bayheads, Wetland Areas and Bnvirollll!Dtally Sensitive Lands,
Water/lfastewater freatlent
t Southwest Florida Water Hanaguent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses
t Arty Corps of Bngineers - Seawalls, Docks, lavigable Watenays
t Departlent of Health' Rehabilitative Senices, InvirODlelltal Health Unit - llells, Wastewater 'l'reatlent, Septic lanks
t US Invirouental ProtectibD Agency - Asbestos abatuent
I also certify that, if fllluterial is to he used in Flood Zone 'A' or "A,etc.', it is understood that a drainage plan
addressing a 'cOlpen8ating vol_' ,ill be sublitted "hieb is prepared by a professional engineer registered in the State of
Florida prior to perlit issuance.
A perlit issued shall he OOIl8trued to be a license to proceed ,ith the work and not as authority to violate, cancel alter, or
set aside any provisions of the technical codes, nor shall issuance of a peClit prevent the Building Official fIOl thereafter
requiring a correction of errors in plans,. construction, or violations of any code. Ivery pertit issued shall beCDIe invalid
unless the work authorized by sueb perlit is COII8Dced within slllODths of issuance, or if work authorized by the pertit is
suspended or abandoned for a period of sll Dltbs after the tile the work is co.enced. One 90 day utension of tile, laY be
allowed for the pertit with: fee charge of '15.00. 'l'be utension shall be requested in writing to the Building Official. An
approved inspection I\l8t be logged during eaeb sillODth period, or the project ,ill be considered abandoned.
"ARRUG '1'0 OIIDR: YOUR PAILURI '1'0 RlCORD A IOIIC! OF allllDCIIIBR'I' IlAY RESUL'I' II YOOR PAYIlfG 'I'IIIC! FOR DIPROVIIIII'I'S '1'0 YOOR
PROPIRfi. IF YOU IIIIIID '1'0 0Bf1IB FIIIIICIIG, CORSUL'I' WI'I'D YOUR LIIDIR OR U AI'I'ORDY BlFORI RICORDIIG YOOR ROIIC! OF
crJlMllCIMBII'I'. JOBS URDIR '2,500 II VALUI 00 IOIIIIID '1'0 RICORD lID POSf A 'IOIIC! OF (DMDCIIIDI'.
SI GllltuRI: OIRIIR OR IGIII'I'
SIGllltuRI: CORIRICIOR
SfAfl OF FLORIDA
coum OF
The foregoing instrument was acknOWledged
before me this , 19____ by
S'I'A'I'I OP FLORIDA
coum OF
The foregoing instrument was acknowledged
before me this , 19_____ by
who is personally know.n to me or who has
produced
as identification and who did/did not
take an oath.
who is personally know.n to me or who has
produced
as identification and who did/did not
take an oath.
(Signature)
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
(Signature)
(Name Typed, Printed or Stamped)
ROTARY PUBLIC
.r.-' ~ c ..,-- CITY OF ZEPHYRBILLS BUILDI. NG DEPARTMEN"l'
I::::: f2,fJ5 > { (\(. <t [ ,).. /.~ [" .' V
OWNER 7, /.-/ Ii- J...J__b ~G- 1l1/ D{ h b /r- :> -~ tf /
JOB LOCATION :s C;;-? c{- I It f3- It- P &; (~ '(: C] (7) L, 0 -t.: P 2.)3_/7 (-TV (2 (1/L, L(
PARCEL I.D. #
SHOW ALL EXIS'l"IRG &: PROPOSED STRUCTURES GIVING DIMENSIONS &: SETBACKS.
ALLEYWAY ACCESS FOR
GARAGE OR CARPORT -
15 FOOT SETBACK
REQUIRED.
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.::} diPlOS$t? ,::}
( ~~ I t'//S rl NG;)L;~
FRONT PROPERTY LINE
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UTILITY BUILDINGS
MUST SHOW SIZE &
FOUNDATION INFOR-
MATION.
(NOTE EXAMPLES 1 & 2)
STREET
1. SETBACKS FOR R1, R2 ZONING
60'
2. SETBACKS FOR R3 ZONING
60'
10'
P E-
R X
0 I
10' P S 10'
0 .- T
S I
E N
D G
20'
1 0'
10'
10' EXISTING 10'
PROPOSED
20'SGL FAM 30'DUPLEX
1 0'
FROIft' PROPERTY LIRIC
FROIft" PROPBR"I'Y LINE
SITE'PLAN
(USmENTlAL USI ONLy)
PARCEL I.D.
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LOT
pROp~nTY HEASUREMENT
CURRENT OWNEJtS ~RN!3>~1 ;\I. -t-C (Iii R;..o TT/~ M ('/ c-tM l5;..k:5l?t/ UA'1'E q- jCP-7"S:-
All drawin.. sball be drawn to scale for all parcol. or lot. five acr.. or 1....
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SHOW ALl.. EXISTINC AND PROPOSED STRUCTURES CIVll1G DIlt&NSIONS AHD SETBACI.S. ALSO, INDICATE
M"t BOUIES 0' WATER AND ROADWAYS (INCLUDING NAMES) ADJACENT TO THE PROPERTY. INDICA'fl
THE SIZE. YBAR. AND NAME OF HOBILE; SUCH AS 12' x 60'. 1981. FLEETWOOD.
All "EAS~NTS". "RIGHT-OF-WAY" and "JURISDICTIONAl, LINES" must b. shown on all eit. plane.
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PORT ORANGE. 'UllOA J211$
1UEI'ItOIC: (104) 71I7-4n4
. ,AX: (104) 7117.....
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C. FRED DEUEL & ASSOCIATES, INC.
5151 GALL BOULEVARD
ZEPHYRHILlS, FLORIDA 33541
(813) 182-6111
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~ "I her~by certify thol this slJI'yey wO$ mode in aCCordance with the minimum standard detail requ.rements fa, land title surveys jainlly nloblisl1ed ond,pjopted
~ 01 the Florida OeDOr'~nt of Reoulalions 130000d of Land Surveyou. ChTter 2J HH.6 of floclOO Administrcllve Code effecti~e (klobt, 1.1981.
z
01138
SEC. /f , TWP. ~S., RNG..??' E.
~,j~ ~4V/~ ~~~R
SURVEYORS NOTES .
. ,
,. No underground installations or improvements have been located
except .s shown.
2. No instruments of record reflecting easements, rights of way,
and or o~nership were furnished this surveyor except as shown.
3. This survey was prepared without the benefit of a title search.
4. Bearings shown hereon based on Plat of Record.
M
ACCORDING TO FIRM PANEL ,1202JO 0460 C,
DATED 3/15/84, THIS LOT LIES IN FLOOD
ZONE "C".
.r;;t/?e-: /NC- ~ '
LEGAL DESCRIPTION
Lot 57 and the North 13.00 feet of
Lot 58, MEADOWOOD/ESTATES, as recorded
in Plat Book 1S, Page 106, Public
Records of Pasco County, Florida.
FOR: CHARLOTTE M. MEDLIN
DATE OF SURVEY: JANUARY 29, 1992
BOUNDARY AND LOCATION SURVEY
ORDER '9252-ZH
NOT VALID UNLESS ~ :Taed ~euel a~.d ~~OC{'ate4J 9nc.
BOSSED WITH A SEAL
EM IS RED ST. ~~T~RSBURG
THIS STAMP :IF.PHYRHILLS
<:;J:;RTIFIED TO
MID-STATE FEDERAL SAVINGS BANK
CHARLOTTE M. MEDLIN
ENGINEER'S
Owll. byiCJf. ';~;';z elf/. ~: ,'Ii lhll
EDGE BEAM
fRO-"lT AND SlOE BOlTOt.l RAILS
ATTACHED TO CONCRETE W1~
1/4",,2 1/4' MASONRY QUIO< SET
o 6' fROM EACH POST AND 24'
O.C. !.lAX. AND YiALLS A MIN. I'
fRO\f EDGE Of" CONeR(TE
l'xl'xO.O'" OPEN BAO<
ATTACHED TO fRONT POST
W1~ 110 x 2- SIolS 14AX.
6' fROM EACH PlJRllN
AND 24' O.e.
SlOE WALl HEADER ATTACHEO TO
,. x 2" x 0.044" OR BETTER WI~
MIN. 2 "0 x I , /2' SMS
SIDE WALl PURUNS ATTACHED TO
I" x 2" x 0.044" OPEN SAC!<
....~ lAIN 2 110 x I 1/2- SMS
IN SCREW BOSSES
fRoo T WAlL PURUN
TYPICAL CORNER DETAiL
4 - 1/4',,4' LAG 801. TS
W/ , 1/4' FENDER WASHERS
PER 4' PANEL ACROSS ~E
fRONT AND 24. O.C. AlooG
SlOES ('NALK-oo)
" '"
ALUI.4INU!.l COVER OR
3" STRUCTURAl INSULA TED
AlUl.lINU!.l
HEADER ATTACHED TO POST
W/ t.CIN. 2 110 lC 1 1/2.
/ ~ IN SCREW BOSSES
" , " "" " , " ""'-lOW 3 ,',,', ,..,., "" ,',,'
SEE SPAN TABlE HEADER HOllOW $(E SPAN TABLES
~- ~ - ~. fOR SNAP EXTRUSIONS
CHAIR RAIL AND KlO< PLATE . CHAIR RAIL ATTACHED TO
2',,2"xO.~4' HOlLOW RAIL . POST W/ MlN. 2 110 x I 1/2'
~ SMS ~ S(;R(W BOssrS
POST ATTACHEO TO BOrrOW ____. .. l' x 2' x 0.044' OPEN BAO<
W/ MIN. 3 1'0 lC I 1/2 .cf BOTTOt.l RAIL
IN SCREW BOSSES
1/4' x 2 1/4' I.IASONRY ... ... ....... ..
ANOtOR 0 6- F'ROI.I EACH ....
POST AND 24' O.e. MAX.
. TYPICAL UPRIGHT DETAIL
ANCHOR I' x 2' >:0.044' PLATE
TO CON(:RETE WIlli 1/4' x 2 1/2'
CONeR(TE ANCHORS WI~IN 6' OF
EACH SlOE OF EACH POS T 0 24"
O.C. ltIAX. OR ~RQUGH ANCtE 0
24' O.C. MAX.
MIN. 3 1/2" SlA8 2m PSI CONe.
6><6-10xl0 W.W.lot. OR fJ8(R ltIESH
2. x __ EXTRU~ PER TABLE
3 110 x I" SIolS INTO SCREW SlOTS
,. x 2' EXTRUSloo
/ 1 I/S' lAIN. IN CONeR( TE
POST TO BASE AND POST TO BEAM DETAil
2" x 2" OR 2" x J' OR 2" SMa POST
ANCHOR I" x 2- >:0.044" PLATE
TO CONCRETE WIlli 1/4" x 2 1/2"
CONCRETE ANCHORS 'N1TliIN 6' OF
EACH SlOE Of" EACH POST 0 24"
O.C. ltIAX. OR ~RQUGH ANCLE 0
24' O.C. MAX.
1.1 IN. 3 1/2". SLA8 2500 PSI CONe.
6><6-10.10 W.W.lot. OR f1BE:R t.cESH
2" x 2' x 1/8' ANGlE EACH SIDE
/ ATTACH TO POST AND CONCRETE
AT LOAD BEARING WALL WIlli
2 110 x. 1/2' SIolS EACH SlOE:
l' x 2' EXTRUSloo
/, '/8' lAIN. IN CONCRETE
ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL
~."
2.x2_ .BEAJ.I SEE TABLE 4
OVERHANG VARIES +
2'-0" MAX.
-r
. '"H-
OE -.t.
3 1/2' su.s ON
CRADE OR RAlSEO
foonNG
1l'P1CAl. GlASS ROOlA \l\4TH SOLID ROOF. TYPiCAl FRONT VIEW FRA!.lING
. (HEIGH Of" UPRIGHT IS IoI(ASlJR[D FROt.l.
T~ OF l"xl" PlAT! TO BOTTO\.l CK WAlL 6EAJ,I)
2'x_2:-BEAJ.I AND CQUMNS
ltIAX. COLUMNS. SP ACING
SEE TABLES
~
~
o
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f!:
III
<.>
z
f=
III
X
W
O.H
ALUl.tINVlol PANEL COVER ___
t
J "'I(' VARIES
TYPICAL GLASS ROOM
~
NOTES:
I. ANCHOR I" x 2' OPEN BAC!< EXTRUSION v.lTH TAPCON 1/4" x 2 1/4' lENGlli
OR EQUAl MAX. CK 2'-0" O.C.
ANCHOR TO WAlL WIlli I 1/2' "0 SMS\'I1~ WASHERS 2'-0- O.C. Sl'AONG
ANCHOR BEAJ.I AND COlUMN KNEE eEA'" \'11TH ANCHOR CU?S AND 1'0 SCREWS
AND WASHERS
2. I.IIN. su.s THICKNESS fOR SlA8 ON GRADE IS J 1/2' CONCRET!
J. SELECT fRONT WALL BEAl.l FROW TABlE USING LARGtR "A' VALUE Of
W/2 OR W/2 + O.H.
4. "W" IS CUAR OISTAN~ fROlot HOST STRUCTURE TO fRONT wAl!. BE:AJ.I
-
~ souo ROOF
~
I8x1/2" Sl.IS 0 16" O.C.
IN ALUI.lINUIof SHEETING
YlINOOW nw.tm em ATTACH
Da:lEC11.V TO HEADER
CONVENTlOOAl f'RAIAING OR
ALUMlNUIof co...a SYSTEI.I
SHU TINe 60 TH SlOES
GlASS WINDOW INSTALLED PER
IAANUF' ACT1JRERS SPtC1flCA TIONS
AlVlolINUIof SHEETINC fOR VINYl. ------...
TYPICAL SECTION GLASS ROOM
ALU"'INUIot ATTACHI.lENT
3 1/2" CONCRET! SlAB 6><6
W.W.F'. OR neER IAESH CONCRET!
· > 4, 1/,' UN,
1
VAR1ES
J'
.....SOO(NE VAPOR BARRIER UNDER SlABS
HAVING STRUCT1JRES ABOVE
WEU. COMPACltD ClEAN nLL OVER SACRlncro
~ NAl1JRAl. SOIL 90" RELATIVE DENSITY
CONe. FillED BLOCK STEI.I WALL 8x8x16 C\.IU
6")(12" CONe. fOOTING WITH 1 ,5 CONT.
LOCATE ON UNOISTURBED NAT1JRAL SOIL
1 is \'(RT. AT CORNERS AND 010'-0' O.C.
RAISED PA 110 FOOTING
lAIN. 2'xl'xO.044" (TYPICAL)
SOLIO COVER 4, ..,.......
-rt
I.lAX. WIOTH ~. VARIES
""'" Of"'"'' r, r ~
SHEETING BOlli SlO€S
1 1/2""2'
SlAB J 1/2' MIN.
(SEE DETAIL)
TYPICAL GlASS ROOM WALL
0.019' ALUMINUlot COVER PAN OR CONTINUOUS
"'-
IS lC 5/8' CORROSloo RESISTIVE
WASHER HEADED SCREWS 0 24'
O.C. AlTERNAT! IS lC 5/8- SI.lS
W/1/2" DIAI.IETER WASHER.
W
L
TYPICAL PANEL
NOTES:.
'. INSTAll. RIGID fOAJ.t INSULATION INTO AlUI.lINUl.t ROOF PAN.
2. COVER INSULATION WI~ 0.019. PROltCTOR PANEL WIlli OVERLAPPING SEAI.IS.
3. INSULATION PANEL SHALL BE ClOSED WI~ ALWINU... END CAP TO SECURE PLACEMENT
AND TO OI$COURAGt ~E NESTING OF W1LOUf'E AND OR INSECTS.
4. PROltCTOR PANEL ~LL 8( $(WREO 8'1" is x 5/8- CORROSION RfSlSTlVE WASHEi~
HEADED SCREWS.
5. SCREW PATTERN WILL 8E 12' ON AlL PERlIAETERS AND 24" O.C. fiELD ON EACH PANEL.
6. AlUlolINUW END CAP WILL BE ATTACHED W1~ 3 I8x1/2" CORROSION RESISTIVE wASHER
HEADED SCREWS.
7. SEAl ALL SCREW HEADS WI~ CAULKINC.
f'ASltNED DETERMINED
BA$(D ON CONSTRUCTION
~ HOST STRUCTURE
HOST
STRUCTURE
OR FASCIA
PAN OR COMPOSITE PANELS.
/ USE CORROSION RESISTIVE SCREWS. PANS
ANCHORED wI 110Xl/2' 0 3/?AN INTO
RECOVING CHANNEl.. ANO 1 11Oxl/2' 0
RIDe( CAP CONNECTloo TO RECDVlNG
CHANNEL. COt.CPOSlT! PANE1..S USE
'/4-x 1+1/2' ""lli 1/4- WASHERS SCREW
lliRQlJQl RECOVlNG CHANNEL FROt.l TOP
, , CAULK ALL CONNECTIONS.
~ EXTRUOED OR BREAKMETAl HEADER
0.032" lAIN.
CONNECTION TO HOST STRUCTURE
CONNECTION REQUIRED
(SEE DETAIL)
HOST STRUCT1JRE OR FAa" & SUB-FACIA CONNECTION REQUIREMENTS fOR VARIOVS
LOAD CONOITIONS
LOAD CONOtTIONS
WINO VELOCITY LOADS DEAD + UVE LOADS
GlASS RQOl.IS
HOST STRUCTURE 100 I.IPH '10 I.IPH 120 t.lPH 221/Sf 321/Sf ~71/Sf
I. CONCRET! 1/4'xl-I/8" CONCRETE SCREWS 0 12- 0.e.----.,.->2 0 I' O.C.
2. v.QOO FRAI.CE 1/4'xl. LAG SCREWS 06' 0.C.------------>2 0 ,. O.e.
SC~EN, VlN'I't, ANO CARf'ORTS
HOST STRUCTURE 100 MPH 110 I.IPH 120 I.IPH 221/Sf 321/SF 571/SF
,. CONCRETE 1/4'xl-I/S' CONCRETE SCREWS 0 12" 0.C.------>2 0 " O.C.
2. v.QOO FRAME '/4""2' LAG SCREWS 0 12" 0.c.----------->2 0 "O.C.
NOltS: v.QOO STRUCTURES SHOULD CONNECT TO TRUSS sum OR TliE sua fACIA
fRAlAlNe 'l'lHERE POSSIBLE ONLY 15" Of SCREWS CAN BE OVTSlDE ~E
TRUSS 8lJTTS/SU8 fAaA AND THOSE AREAS SHAU HAVE OOUBtE ANCHORS
AU SCR(WS INTO THE HOST STRUCTURE SHALL HAVE MiN 1-1/4" WASHERS
OR SHALL BE WASHER HEADED SCREWS.
NOTE: NO fooTl~G REQUIRED EXCEPT WHEN ADDRESSING EROSION
2'-0' I.CIH. \.lltl. 2500 PSI CONC. W/
BEFORE SlOPE 6.5-IOxl0 W.W. MESH OR .
~IHR MESH TYPICAl.
. J I 15 BAR CONT. . "4 BAR CON
3 1/2" . -- .8.....~." rn. ~
HOlt: neol _ ~TI: I>OU .8' 8
HQt"l:~__
flAT SlOPE I NO fOOTING MODERATE SlOPE fOOTING STEEP SlOPE FOOTING
o - 2'/12' 2'/12' - 1'-10' > 1'-10'
SLAB DETAILS ADDRESSING EROSION
QOHAMI
MORUI
l1 ~
Z \O~
'i -5 _
101 0:0 ..
w~ ~o: 15
t33 ~Q. :;;;
j;~ o~ ~
Zo ~ i
i3 Ei~ ~ tj
ow ~g 8!
(7;i!: ~o u~
~~~8~ ~ ~(ll
.cog ()~~ 9 ~~
~bl <.>~ I 5....<0
o-<~ ~oo Q) Zw
zQ) o~- We
-<w~5 ~~i!a
5~dQ) :Ms ~
i7\~'" fi~u ~ fJlj
~zw -<60 z e~
:Ii!: ~:>el -<: lilt;;
w.( -<0 0-<i7\
:I:lr4. 1-~4. 0 Xw
.....00 (/):0 co ~~
..: ~..;
IX
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I!!l~ ~~~
101 1i2l'-o.~
~ a 0.......0
I !t~r!.
0:03 .(ll<o
w~l:5""'l'o
· ~.~W"""
~z~~5g
~wQ) ~.....
..J .... x
~fi3 :> c! ~ .c
8:!Jua:ii: t..
1/
q]
OF ~
g~^WINO'!tt "'OR 1 PERMIT ON!.:
EOCE BEAM
rRONT AND SlOE BOTTOt.I RAILS
ATTACHED TO CONCRETE 'MTH
1/4""2 1/4' MASONRY QlJICK SET
o S' fROM EACH POST AND 24'
O.C. .;cAX. AND WAlLS A MIN. I'
fRO... EOCE or CONCRE TE
,',,2',..0,044" OPEN BACK
ATTACHED TO fRONT !>OST
I'l1TH 1'0 x 2" $1.4S 1oIA)(.
6' rROt.I .EACH PURlIN
AND 24' O.C.
SlOE WAlL HEADER ATTACHED TO
I' x 2" x 0.044' OR BETl1:R MTH
MIN. 2 ,'0 x 1 1/2" SLtS
SlO( WAlL PVRUNS ATTACHED TO
,. x 2' x 0.044" OPEN BACK
I'l1nit.llN 2 ,'0 x I 1/2" $),IS
IN SCREW BOSSES
fROOT WAlL PURlIN
TYPICAL CORNER DETAIL
4 - 1/4'x4' LAG BOLTS
W/ , '/4' fENDER WASHERS
PER 4' PANEL ACROSS THE
rRONT .lJ.lD 24" O.C. ALONG
SIDES (WALK-ON)
ALUMINU.... COVER OR
,3' STRUCTURAL INSULA TED
ALUI.4INU....
HEADER ATTACHED TO POST
W/ ....IN. 2 1'0 x 1 1/2'
/ ~ IN SCREW BOSSES
2. x 2' OR 2' x 3" HOLLOW Q 2'x2', 2-",3', OR 3"x2"
SEE SP,\N TABlE HEADER HOLLOW SEE SPAN TABlES
fOR SNAP EXTRUSIONS
CHAIR RAIL AND KICK PLATE . CHAIR RAIL ATTACHED TO
",".0.0"" HOtLOW RA< P POST wi y,.. , ". , I 11'"
~ SWS ,. SU<(W BOSSES
POST ATTACHED TO SOHOU ____ ..,. 2' O().(4' QffN BACK
W/ IofIN. 3 #'0 x , 1/2' 7 BO:TOt.I ~Ali.
IN SCREW BOSSES L~
1/4' x 2 1/4' MASONRY ~.. ". .",: ~
ANCHOR 0 S' fROt.l EACH ' , ~
POST AND 24' O.C. 1ofAX.
TYPICAL UPRIGHT DETAIL
ANCHOR ,. x 2- ,..0.044' PLATE
TO CONCRETE MTH 1/4" x 2 1/2-
CONCRETE ANCHORS I'l1.Tl'i1N S' or
EACH SlOE or EACH POST 0 24-
O.c. MAX. OR THROUGH ANGLE 0
24' O.C. MAX.
WIN. 3 1/2" SLAB 2500 PSI CONC.
6x6-IOxlO W.W.M. OR f'J8(R IAESH
2" x _ EXTRUSI~ PER TABlE
3 110 x. '" SlotS INTO S<;REw SlOTS
l' x 2' EXTRUSI~
/ I 1/8" t.llN. IN CONCRETE
VAPffi BARRlER
POST TO BASE AND POST TO BEAM DETAIL
2' x 2' OR 2' x ,3' OR 2" 5MB POST
ANCHOR I' x 2- ,..0.044' PlATE
TO CONCRETE WITH 1/4" x 2 1/2'
CONCRETE ANCHORS WITHIN S" or
EACH SIDE or EACH OQST 0 24'
O.C. MAX. OR THROUGH ANGlE 0
24' O.C. I.(AX.
WIN. 3 1/2' SLAB 2500 PSI CONe.
5x6-IOxl0 W.W.I.4. OR nBER MESH
2' x 2" x 1/8" ANGlE EACH SlDE
/ ATTACH TO POST AND CONCRETE
AT LOAD BEARING WAlL WITH
2 #10 x 1/2' SlotS EACH SIDE
I" x 2" ExTRUSI~
I' 1/8" 1.41N. IN CONCRETE
ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL
2."_ BEAI-A SEE TABLE 4
OVERHANG VARIES .....
2'-0' MAX.
,3 1/2. SlAB oN
GRADE OR RAISED
fOOTING
I
. "H-
-t
"f('
lWt
= ,'x 2"
L V. SLAB OR oN GRADE
TYPICAl. GLASS ROOIA I'lITH SOLIO ROOf'. TYPICAl fRONT VIEW fRAMiNG
. (HEIGHT (K UPRIGHT IS MEASURED fROt.I
TeP or l'xl' PLATE TO BOTTOI.I or WAlL BEAW)
2-,,__ BEAI-A AND COLU\4NS
MAX. COLUI.4NS, SP ACING
SEE TABLES
w
0:
~
()
~
~
VI
~
Z
>=
VI
X
w
O.H
ALUI.4INUl.t PANEL COVER
---..,
f,
t "vr VARIES
TYPICAL GLASS ROOM
~
NOTES:
1. ANOiOR l' x.2" OPEN BACK EXTRVSl~ WITH TA?CON 1/4' x 2 1/4' LENGni
OR EQUAl II.AX. or 2'-0' O.C.
ANCHOR TO WAlL WITH 1 1/2- 1'0 SLtS YolTH WASHERS 2'-0- O.C. SPACING
ANOiOR BEAIA AND COLUMN KNEt BE:AI-A WITH ANCHOR CLIPS AND ,'0 SCREWS
AND WASHERS
2. I.(IN. SlAB THICKNESS fOR SlAB ~ GRADE IS 3 '/2' CONCRETE
3. SUECT fRONT WALL BEAl.f rRQI,t TABLE USING LARGER 'A' Y.ALUE or
'10'/2 OR W/2 + O.H.
4. 'W' IS CLEAR DISTANcr: fROW HOST STRUCTURe: TO fRONT WALL BEAl.f
AlWIN1.Jt.l A TTACHIiiENT
:3 1/2- CONCRETE SlAB 6.6
W.WJ. OR fiBER MESH CONCRETE
.> . =f' 1/2' .,..
1
\II$O.;ENE VAPOR BARRIER UNCER SlABS
HAVING STRUCT\JRES ABOVE
WEU CQI.ll'ACTED a..EAN fU OVER SACRlncr:D
NAT1JR....L SOIL 90" RElATIVE DENSITY
CONC. ruED BLOCK STElA WAlL 8x8xl6 C1.tU
6.xI2' CONC. fOOTING WITH 1 IS CQNT.
LOCATE ON UNOIST\JR&O NATURAl SOIL
1 15 VERT. AT COONERS AND 0 10'-0. O.C.
RAISED PA no FoonNG
OPTlONAl.. CONCl~ETE CJlP ANCHOR ALUMINIJl.A fRAME
BLOCK OR BRICK ---...... ___ TO WAlL OR SlAB .....TH
., 1/4'X 2 1/2- TAPCON OR
1 14 BAR CONTINUOUS.'-; _______ EQlJAL 6' T~ STYLE OR
. ~ S' x s' x 16' BLOCK WALL
DECK OR
!.tAXII./U'4 DlffERENTlAl IN "2' " GROUND LVL
SOIL HEIGHT ~ :.. 1 '4 BAR AT ~RS AND
. ; ...... 4'-0. O.c. nLL C(LLS AND
"13" ;....:0.,. KNOCK OUT BLOCK TOP
r-J":':;"~~~ ~OC:~~':SI
1 2 '4 BARS !.tIN. 2 1/2.
Off GCROUND
KNEE WALL FoonNG FOR SCREENED ENCLOSURES
0.0\9" AlUI.4INV.... COVER PAN OR CONTINUOUS
W
~
~
18 x 5/8' <XlRROSlON RESISTIVE
WASHER HEADED SCREWS 02."
O.c. ALTERNATE ,8 x 5/8' SlotS
w/ 1/2. DlAMETER WASHER.
TYPICAL PANEL
NOTES:
1. INSTALL RIGID fO,AJ,t INSULATION INTO AlUt.llNUI.l ROOf' PAN.
2. COVER INSULATION WITH 0.019. PROTECTOR PANEL I'lITH OVERlAPPING SEAMS.
3. INSULATI~ PANEL SHAlL BE CLOSED WITH ALUl..4INU.... END CAP TO SECURE PLACEMENT
AND TO DISCOURAGf:: niE NESTING or WILDLIfE AND OR INSECTS.
4. PROTECTOR PANEL WILL BE SECURED BY p!> x 5/8' ~OSlON RESISTIVE WASHER
HEADED SCREws.
5. SCREW PATTERN WILL BE 12" ON ALL PERlI.lET(RS AND 24' O.C. fiELD oN EACH PANEL.
6. AlUMiNUI.C END CAP WILL BE ATTACHED 'MTH 3 18xl/2' CORROSION RESISTIVE WASHER
HEADED SCREWS.
7. S{AL AlL SCREW HEADS WITH CAULKING.
fASTENED DETERMINED
BASEO ON COOSTRUCTlON
OF HOST STRUCTURE
HOST
S TRUe TURE
OR fASCIA
PAN OR COI.tPOSlTE PANELS.
/ US{ CORROSION RESISTIVE SCREWS. PANS
ANCHreEO w/ "OX1/2- 0 3/pAN INTO
/ RECEIVING CHANNEL AND 1 1'0,,'/2" 0
RIOCE CJlP CONNECTIoN TO REOOVlNG
CHANNEL. COI.tPOSlTE PANELS uS(
1/4.x t+l/2' 'MTH 1/4" WASHERS SCREW
THROUGH REctlVlNG CHANN(l rROI.I TOP
~ CAULK AlL CONNECTIoNS.
CONN(CTl~ REQIJ\R[D
(SEE DETAIL)
EXTRUDED OR ~ETAL HEADER
0.032' MIN.
CONNECTION TO HOST STRUC11JRE
HOST STRUCTURe: OR FACIA & SUB-FACIA CONNECTION REQUIREMENTS fOR VARIOUS
LOAD CONDITIONS
LOAD CONDITIONS
WIND VEllXlTY LOADS DEAD + U'Iof: LOADS
ClASS ROQl.IS
HOST STRUCT\JRe: 100 MPH . 110 MPH 120 MPH 221/SF :321/SF 571/Sf
1. CONCRETE 1/4'xl-1/S' CONCRETE SCREWS 0 12' 0.C.------>2 0 I' O.C.
2. ~ f'R.I.ME: 1/4'1(2' LAG SCREWS 0 $' 0.C.------------>2 0 I" O,C.
SCREEN, VINYl, AND CARPORTS
HOST STRUCT\JRe: 100 I.(PH 110 MPH 120 MPH 221/SF J21/SF ~71/Sf
,. CONCRETE 1/4'xl-1/8. CONCRETE SCREWS 0 12" O.c.------>2 0 I' O.C.
2. WOOD f"RAhlE t/4'x2' LAG SCREWS 0 12' O.C.----------->2 0 l' O.C.
NOTES: WOOO STRUCT\JRES SHOULD CONNECT TO TRUSS BUTTS OR THE sue FACIA
fRAMING WHERE POSSIBlE ONLY 15" Of SCREWS CAN BE OUTSlOE THE
TRUSS BUTTS/SUB fACIA AND Tl10S( AREAS SHALL HAVE DOUBLE ANOiORS
AlL SCREWS INTO THE HOST STRUCT\JRE SHALL HAVE MIN 1-1/4' WASHERS
OR SHAU BE WASHER HEADED SCREWS.
NOTE: NO fOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION
2' O' MIN
BEf~ SlOPE MIN. 2500 PSI CONe. w/
"".. 6x6-10x\0 W.W. MESH OR
~18ER MESH TYPICAL
" J ' 15 BAR CONT. . "4 BAR CONT.
:3 1/2 _ - "o"~r ~____ ~Jr. ..... ___
~ . ~~ .
IoOltl I'1BOI _ CON<::Ill!'l: cx:u 's' .
lOOT ~IJ'.>RE .~ WESH
fLAT SlOPE / NO f'oo7lNG MODERATE SlOPE FOOTING STEEP SlOPE fOOTING
o - 2./12. 2'/12' - 1'-10' > "-10'
SLAB DETAILS ADDRESSING EROSION JOBNAME
ADDRESS
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DRAWING'" -( R 1 PERMIT ON'.
rRAlAE AND AIJJt.lINUU
SCREEN, VINYl OR GLASS WALl
SEE DETAILS SECTION 2 OR 5
@ C(Nn:R LEOOER PIER
@ 2'~' JOIST HAN(;(R e:.6.CH ENO
@ ElRJOONG 48' O.C.
HOST STRUCTURE
5/8" Pl YWOOO
fACE. GRAlN
PERPENOtCl.JLAR
TO JJfST
NOTE: ,. All WAU FRAMING 16' O.C.
(EXCEPTION: 24' O.C. fOR
WOOl) STORAGe: RQ0t.4)
2. PIER POST CAN BE BOt. TED
TO SLAB OR COOT!NUOUS
fOOTER OR HAVE ISOlA TED
CONCRETE fOOTER EACH PIER
SEt: DETAIL
AlTERNATE PT
PINE POST
LEDGER SUPPORT
NOTE: CENTER SiR INGER REQl.JIRED ONLY
IF ocpn. OF DECK EXCE(OS 10'
HURRlCANE ANCHOR EACH JJfST
TO CENTER STRINGER
TYPICAL WOOD DECK
taxl" WOOO ~CREWS W/
5/8' WASHERS 3 PER PANEL \
/ ALUIAINUI.t COVER (SEE CONNECTION TO
HOST STRUCTURE)
Z"x4" SMS
Z'x4' TOP PLATE
P.T. PINE
. --- HURRICANE ANCHORS AND AL TERNA TE
STUDS TOP AND BOTTO'"
2 INTERNAL L's OR
RECEIVING CHANNEL
- 2 1/4' Dt.6.MET'ER
SOL TS EAQi ANGlE
4 I10xl l/Z' SMS
EACH ANCLE
Af1>RO'w{D SIDING
AS REQUIRED
1/4"d" BOLTS OR
T-SOlTS INTO CONe.
SlA8 0 24' o.e. VII
'/S'xl 1/2' WASHERS
+--
J Iff
+-
ALUMINUI.t BEAM rRAI.41NG
INTO CORNER Of WOOl) fRAI.lEO UTlUTY SHED DETAIL
..----- P. T. 2'x4'
-l '/4'xl' LAG SOlT
2 PER POST
_......... l'xZ' TOP AND BOTTOM
~ PLATE. SCREW 2' O.e.
- POST 2"x2'xO.044' EXTR.
~ 110xl 1/2" SCREWS 31
/"" POST ~IIN. TOP AND BOT.
1/4'x2,' LAG SOlT
2 PER POST
1/4' THRV BOt.T (1)
;;/ ALUI.4INUI.4 CASTING
POST 3'x3"xO.125'
1/4' I.tASONRY ANCHOR
2/ POST INTO CONCRETE
SCREEN ROOM 2 0 POST
AND 2'-0' O.C.
1/4" MASONRY ANCHOR
21 POST INTO CONCRETE
SCREEN RoolA 2 0 POS T
AND 2'-0' O.C.
ALUMINUM SCREEN ROOM
UNDER WOOD FRAME PORCH
ALUMINUM CONVENTIONAL CONSTRUCTION
PORCH POST CONNECTION
EPS WAll PANEL
/ 1 1/2" x 3" x 0.090"'.
RECEIVING CHANNEL
110 x 1/2' S.IA.S. 0 6' O.e. ....IN.
3/4' Pl YWOOO ()(CK
1/4' x 1 1/2" LAG SCREw
wi 5/8' WASHER 0 24" O.C.
COMPOSITE PANEL WALL TO WOOD DECK
AlWINUl.I POST SEE TABlE
3/4" Pl Y'WOOO DECK '"
- BOt. T SEE TABLE
~ u-cuP
LAG SCREW SEE TABLE
POST TO \VQOD DECK
LAG SCREWS
SEE TABLE
l' l< 2' CHANNEL
LAG SCREWS
SEE TABLE
SCREEN ROOM WAll TO WOOD DECK
@ VlRO\N SOIL
e 15"x16"x4' CONe. PAD
<0 so Las. 2500 PSI CONCRE T'E
o REPLACf:O son.
() 1/4"xl 1/4' EXPANSION BOlT
2 EACH PER BAS(
ISOlA TED FOOTER
ANcHOR AllOWABLE lOADS AND 1.l.A.X.. LOAD AREA rOR ANCHORS
ANCHORS INTO WOOl) FOR OPEN BVllDINC$
...u.OWA8LE lO/.O II.lAX. LOAD AREA (5.F.) 0 120 hf.P.H. Vt1ND LOAD
I ~ ANCHORS 1 2 3 4
OIA!.lETER ANCHORx E1.lBEDI.IENT
1/4' x l' 26~1/13 S... 5281125 5...
1/4' x 1 1/2' 39'S1/19 S.F. 7921/~ 5...
1/4' x 2 1/2" 660//31 5... 1,3201753 S.F.
5/16" x ,. 3121/15 S.F. 6241/30 5...
5/16" x 1 1/2' J,?81/22 S... 9~I/45 5...
5/16" x 2 '/2" 780//37 S... 1,5601/74 5...
3/6' x ," 'Y:>61/n S.F. 7121/34 5...
3/8' x 1 1/2' S3~I125 5... 1.068//51 S.F.
3/6' x 2 1/2" 8901/42 S.F. 1.780//85 S,f.
ANCHORS INTO CONCRE~ fOR OPEN BVllDiNG'S
ALLOWA8LE LO/.O / ....AX. LOAD AREA (5...) 0 120 hf.P.H. Vt1NO LOAD
1 ~ ANCHORS 1 2 3
DIA!.lETER ANCHORx EMBED....ENT
1/4' x 1 1/2' 7571/36 S.F. 1.5141/39 S... 2.2711/108 5,.. 3,0281/'44 S.F.
3/8' x 1 1/2' 1,050//50 S... 2.11~I/S3 S.F. 3.171//151 S.F. 4.2281120' S.F.
1/2' x 2 1/4' 1,443//69 S... 2,8J3IS1/137 S.f. 4.329//206 S.F'. 5.7721/275 S.F.
THROUGH BOt. TS POST TO BE.6.M rOR OPEN BUILDING
ALLOWABLE LOAD I MAX. lOAD AREA (5...) 0 120 lA.PH. Vt1ND LOAO
1 ~ ANCHORS 1 2 3
DIAhlETER ANCHORx (LENOn. - POST THICKNESS + 1/2'1
1/4" x t+l/2' 2.35$1/112 S.f. 4.712//213 S.F'.
3/S' x t+1/2" 5.3001/252 S.F'. 10.500//505 S...
1/2' x t+l/2' 9,~261/4~9 5...
79211~ 5... 1,ru$I/50 5.F'.
1,18$//57 S... I,~4//75 S.F.
1,9801/94 s...2,64011'25 S.F.
9Y$1/+5 5.F'. 1,248//59 5...
1,4041/67 5... 1.872//89 5...
2,340//111 S.F'. 3,1201/148 5...
1.068//34 S.F. 1.424//68 S.F.
1,6(J21/75 S.F. 2.IY$II'02 S.f.
2.6701/157 S.F'. 3,560//159 5...
4
7,O~I/336 S,F'.
TABLE 1: I.lAX. ROOF AREA FOR ALUMINUI.4 POST fOR A HOOse: PORCH
FOR ALLOwABLE ROOf AREA use: .AREA. .. S x (W/2 + O.H.)
EXA....PLE: .~- r . W ~ 12'. & O.H. +- 2' THUS: "AREA" - 56 Sf'
POST TY?E MAX. .6.UOW. ROOf AREA fOR VARlOUS TYPE POST IN Sf'
POST HGT POST I.lAX I WAlKON UP TO 55 I/Sf & 120 lo@H Vt1NO L
J"x_3'xO.060' -ROlL FOR~EO.._______________________________
;- 9' 8,760 167
3'x_3"xO,060' _SCALLOPEC'______________________---------
10'-10' 10,000 190
3""_3'x_0.90' _ T\J8E'__________________________________
11'-10. 14.850 277
J""_3"x 0.125' _TV8E'_____________
11'- 8' 19.440 643
4',,_4"x 0.125' _T\JBE,_________
15'- 9" 25.190 499
. ALLOY 6063 T-6
.. ALLOY 3105 1116
3' x 3' AlUM. POST OR -i&
4' x 4' P. T.P, POST IN
CAlVo POST ANCHOR AND
4-1/4' x 2-1/4' TAPCON
3-1/2' SlAB
2 15 BARS EAQi WAY
--t
12'
1
POST TO SLAB DET,b'L
NOTE:. NO FOOTING REQl.JlRED EXCEPT WHEN ADDRESSING EROSlOo....
2'-0' MIN. 1A1..... 2500 PSI CONe. W/
BUORE SlOPE €~6-1Oxl0 W.W. t.eESH OR
FIBER I.lESH TYPICAL
1 15 BAR CONT. 1 ,.. eAR CQNT.
JI/T~...~ J.
HOlE: fll(R IIE9l COlCRETE DOCS ...~
HOT R(QJIJlE 'MRE lL~
FLAT SlOPE / NO foonNG I.l00EF.ATE SlOPE rOOTING ST'E!:P SLOPE foonNQ
o - 2"/12' 2' /12" - 1'-10' > 1'-10'
SLAB DETAILS .t.DDRESSING EROSION JOB NAME
ADDRESS
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