HomeMy WebLinkAbout15-16400 i �
CITY OFi ZEPHYRHILLS
4 ' S335�-8TH STREET
(sis)�so-oozo 164 0
, BUILD�ING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 16400 Address: 6626 FOUNDERS ST
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:'�
Square Feet: Subdivision: CITY OF ZEPHYRHILLS _
Est. Value: Parcel Number: 03-26-21-0010-04300-0010
Improv. Cost: 2,300.00 OWNER.INFORMATION
Date Issued: 7/02/2015 Name: BURGESS WILLIAM A&AMBER
Total Fees: 75.00 Address: 6626 FOUNDERS ST
Amount Paid: 75.00 ZEPHYRHILLS FL 33542-1827
Date Paid: 7/02/2015 Phone: 813-713-6064
Work Desc: SCREEN RM 14 X 26
' CONTRACTOR S APPLICATION FEES
HOMEOWNER BUILDING FEE 75.00
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� � Ins eclions Re uired
EOOTER 2ND ROUGH PLUMB MISC INSULATION CEI I G
FOOTER BOND DUCTS INSULATED� SEWER MISC.
ROUGH ELECTRIC LINTEL I MISC MISC.
1ST ROUGH PLUMB PRE-METER I INSULATION WALL MISC.
DUCTS INSTALLED WATER I MISC DRIVEWAY
PRE-SLAB SHEATHING I MISC. MISC.
CONSTRUCTION POLE FRAME I MISC. MISC.
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REINSPECTlON FEES: Reinspection fees will comply with Florida Statute 553.80(2)(c)when extra inspection
trips are necessar�due to any one of the following reasons: a) wrong address b) condemned work resulting
from faulty co�t�ruction c) repairs or correctio�s not made when inspe�ctions called d)work not ready for
inspection when called e) permit not posted on job site fi) plans not a�job site g)work not accessible.
NOTICE: In addition to the requirements of this permit there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend�o obtain financing,consult with your lender or an attorney
before recording our notice of commencement."
Complete Plans,Specifications Must Accompany Application.All work shall be pertormed in accordance with
City Codes and Ordina ces. NO OCCUPANCY BEFO C.O.
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CONTRACTOR S ATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
i Contractor/Homeowner: � �I�( � �"`r �-�-5
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Date Received: � - ZZ�[ �
Site: �� Z�O l��-t1��,S ��
Permit Type: l � � � SU' s� /�.�
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
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This comment sheet shall be kept with the permit and/ r plans.
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Kalvin Swit r.- 1 s aminer Date Contractor and/or Homeowner
(Required when comments are present)
813-780-0020 � ' Fax-$13-780-0021
City of Zephyrhills Permit Application
B Itding Depattment
Date Received .- �2.-' � 'Phone�Conta for Permittin
owner's Name +�v��.,��-�!�W1. �'��.�SS I Owner Phane Nomber ��7 `Z�����`'1'
Owner's Address ���� ��a��y�`-'L'� �J � Owner Phone Number ��� ��' / "�53��
Fee Simple Titleholder Name r - I � Owner Phone Number � �
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Fee Simple Titleholder Address
JOBADDRESS �VDZ� �+''�-Si�y'� �7� LOT# C�
SUBDIViS10N �7��,iLtf"ti �.�"f_t� PAR IEL ID# ^Z-�°2-�-tX`��`''�"C��'"�''Ltti- ``p(`'`'
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(OBTAINED FRdM PROPERTY TAX NOTICE� .
WBRK PROP08ED , e NEW CONSTR� ADD/�LT Q SIGN [� Q DEMOf.ISH
INSTALL REPqIR
PROP{}SED USE Q SF12 Q CflM� 0 oT�E�
TYPE OF CONSTRUCTION Q BLOCK [� FRAfu�E [� STEEL Q
DE3CRIPTIdN OF WORK f� X.2-� ���R-�'� �'��� -
�.c {�'T
BUILq1NG SIZE � � SQ FOOTAGE �``f" HEIGHT �_�____ �
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S�'���fi' • � "��� ��' VALUATIO' OF TOTAL COWSTRUCTiON
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QEl.ECTRIGAL $ ��� AMP SER CE Q PROGRESS ENEFtGY Q W.R.E.C.
QPLUMB�NG � ._, j �� � ; l �o�[�
QMECHANICAL $ VA�UATIQN t�F MECHANICA�INSTA�tAT10N �
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Qc�as � Roa�i�tG Q SPECI�t�nr � o�H�r� .
FIIVISHED FLOOR ELEVATIONS FLOOD ZONE Af2EA QYES NO
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BUI�DER � �� � C�MPANY C�%�1���`
SIGNATURE RE�ISTERED Y/ N FEE CURRE� ,Y/N
Address � Llcense# � �
El.ECTRICIRN ' C �MPANY
SIGNATURE RE�ISTERED Y/ N FEE CURRE� Y/N
Address � Ltcense# �— � �
P�UNlBER C MPANY �
SIGNATURE ReGISTeRED Y/ N FEE CURRE� Y/N
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Address I - License# �� � �
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i MECIfANICAI. COIMPANY
SIGNATURE RE I$TERED Y/ N FEE CURRE� Y/N
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Address. ' � License# � �
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OTHER COMFANY
SI(3NATURE REGISTERED Y/ N FEE CURRE� Y/N
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Address � Ucense# �— �
RESIpENTiAL. Attach(2)Pbt Plans;(2}sets.ofBullding Plans;{1}set of Energy Farms;R-O-W Permit for new canstruction,
Minimum,ten(10),working days after submittal dake. Required anslte,ConstrucBon Plans;Stormwate�Plans w!Silt Fence installed,
Sanitary Fadlides,&r1,dumpste_r,Site_Work:P.ermit for s�bdlvislans/large proJects .
COMMERCIAI. Attach{3}c�mplete se#`s of Bultil3rig Plans plus a l.ife Safety Page;{1)set of Energy Forms.R Q-W Petmit#or new constsuctlan.
Minimum ten(10)working days afker submlttal date. R�`qulred onsite,Gonstrucdon Plan&,Stormwater Plans w/Silt Fence installed,
Sanitary Facil[Ues&7 dumpster.Site Wark Permlt for all new proJects.All commercial requlrements must meet camplfance
SIGN PERMIT Attach{2)sets of Eisgineered Plans.._. °
. . •`•'PROPERTY SURVEY required for all NEW conshu tlon.
dlreatlans: ,,
Fill out applicatian completely.
Owner&Contractar stgn back of appiica8on,naWrized
If over S25d0,a Natice af Gommencement Is required. {A/C upg des over;�3o0) ..,.,.�_-.:..:,�.,..�..�.:.,._�,R..�..�..:.. ,,....,. _,
'• Agent(for the cantractor)or Power of Attomey(for the owner)would be someone with notarized letker.from owner aufhorizing�same' . '�
DVER THE Ct3tlNTER PERMITTING (Front of Apptication flnly} . ' . . , ,: r ' , '
Reroofs If shingles Sewers Service Upgrades AIC Fences �PIoUSurvey/Footage) � � ' �
Drivsways-Not aver Caunter if on public roadways..needs ROW
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;� NOTiCE OF DEED RESTRIGTIONS; The unde�rsigned undergtands:th�t this..pecmtf.maybe^subJeat to"deed"restrlqt(ons" ' ._;
which may be�more restNctive=th�n Counky.regulatlons. �The�undei�signed�as`sumes'responsitiiliQy for'compllance with any
appiicabie deed reshictions. , • .. - ' �
UNLtCENSED CONTR�►CTURS'AND CONTRACTtJR RESPONSIBiLIT1ES: if the awtter r has �hlred a c�ntrac#ar ar
' contrac#ors ta undertake work, they may be::cequfred,:to.;be:ifcensed In accatdanae.with state.and�i�caf.regulatlons: tf�the -
contraator Is not 1lcensed as requlredaby law� both the owner and contsactoi•may be-clted�for a�misdemeanor vlolation
� under state law. If the owner ar Intended contraeto� are,�uncertaln as ta what Iicensing.requlrements ma�r-apply-�ar the �
intended wark, they are advised to contact the Pasao County Building tnspectlan Divlslon--Ltcensing Sectlon at 727-847-
8009. Furthermare, If the awner has hireci a contracfor or cor�tractors, he is acivEsed ta have the contractor(s) sign
� portlons of the "contraator 8loak" of thts appltcatbn for whfoh they wlti be respnnsible. if yau,-as--the owrier'�sign�a's the " '
co�tractor, that-may be an Indication #hat he is not.properly licensed and is not entitled to petmikking privileges !n Pasco
County. '
� TRANSPfJRTATION.IMPi4CT1U'T141'TiES IMPAC7 ANb-RESOURCE RECOVERY FEES: The undersigned understands _
i that Transportation Impact Fees and Recaurse Recave.ry.Fees may�-appiy ta�the construction af new,buildings��change of
' use in existing buildings, ar.expansion-of��existin�'�6tilidings� as specff�ed.in Pasco Caunty t3rdinance number 89-07 and
I90-07, as amended. The underslgned also.understattds; thait:�such fees,,as�may�be�due;,w8t:�6e ident�fted at the�tirrte of- �
permitting. It is furttier understaod that Tra�tsportation lmpact Fees and�Resource.Recouery'�ees must be patd prtor to
rece�ving a"certl�cete of accupanay" ar flnal,pawer release, :If�the project.does not invalve.a�certfficaEe of occupancy�or
j final power reiease; the fees mu�t be paid prior ta permlt issuan'ce. Fu�thermore;ff Pasco_County Wate�/Sewer�lmpact �
I fees are due,they mus#be paid prior ta permit-lssuance-in accordance with applicable Pasco Caunty ordinances.
� CONS1'RUCTIQN !.lEN EAW(Chapter 713� F1orlda Statutes�as amend�d}: !f vaivaBon of woric is$Z,500.00 or more, 1
' certtfy that It #he applicant, have been provlded witl�� a copy� of the "Florida Gonstructlon� Clen Law—Hameawne�'s
Protection Guide" prepared by the Florida Departme�f ot Agrtculture and Consumer Affairs. If the applicant Is someone
ather than tfie°owner", i certify that I have,obta(ned�a copy.of.,the.abode.described docurr�ent°and.promise in,good faith,to .
detiver it to the'ownee"prior to•commencement: '
CONTRACTt�R'SiOWNER'8 AFFIDAViT: 1 cer`,tify that-all tMe,{nformatian in°this appiication is aacurate and that all wark
wi#I be do�e in compllanae wfth all applfcable laws regutating construc#lon, zoning and lartd develapment. Appftca#ian is
hereby made to obtain .a permit Ca do_ wark.and installaklon as lndlcafed,�� `! aertify tha# n� work�:ar installa#tan has
I commenced priar to issuance af a permit and that-all work will be pe�formed to meet standards of all laws reguMa�ing�
conshuction, County and City codes, zoning regulatlQns, and land deveiopment regulationsyin the jurisd(ction. ( al'so�
ce�ify tha# t understand that#he regutattons of other government agencies may appiy�ta the intended work, and that it is
my�esponsibiGty to ldentify.what actions i must take ta be�in:.c�tttpilance. Such agenaies incfude but are.not limfted ta:
� - Department of E�vironmental ProtectEbn=Cypress.'Bayhead�; �Viletfand Areas and Environmentally Sensitive
� r Lands,WaisrMfastewater 7reatment. -
Southwest Florida Water Management .Dtstrict-Wells, Cypress. Bayheads, Wetland Areas, Altering
Watercourses,
- Army Carps of Engineers-aeawalls, Docks, Navigatiie Waterways. �
- Depar#ment of Healih & Retiabilitative ServicaslEnvironmenfai HeaR#h llnit Well.s, Wastewater Treatment, �
� Septtc Tanlcs. � _
� - US Environmental Protection Agency-Asbestos abateme.nt. �
- Federe)Aviatton Authority-Runways.
i understand that the follow�ng:restHetions appty to the use o�fli1:� .
- Use of fi11 is not afloweci in Flood Zane"V"uNess expressly permitted.
- !f the fi!# material !s to be used. fn �Flood Zane. "A", It. is c�nderstood that-a drainage pian addressing a
, °compensating valume"will be submltted at tlme of petmitting which 1s prepared by a professio�al engfneer
I Iicensed by the State of Florlda: ..
I I - if the fiil materia) is to be used (n Fload Zone "A° ins connecfian�with.a permitted bu[Iding using stem wall
� canstruction, i cetEify thet fiii:wlliwbe used oniy.to fitl the area within the stem wa11.
- iF �il mate�lal is fo be used in any area, 1 .certify that .use. of'sucfi fltl will not adversely aifect adjacent
� propertfes, ff use of flll is found ta adversely:�ffect ad�a�eM�properties,.the owner may be cifed for vioC�ting
the cond{lions of the building:permlt lssued under the attached�petmlt applicatton, for lots iess than one (1}
' acre whlch are elevated by flll,a�engineered dralnage plan is requlred. .
if 1 am the AGENT FOR THE OIMNER, i,�promise in gaod faith ta Inform the owner of the.permitting conditions set forth In
this affdavit�prior tv commencUg cons#ruction. I undersfand that a s�aparate permit may be requlred for electrlc�i work,
plumbfng. signs, welfs, poals; alr conditioning,.gas, ar othec install�itlans noE.speci�cally �ncluded-in.tMe apptication. .A
perm4t Issued shaU be constr.ued to be a Ilcenss.to p�oceed wltb the work and not as:authority to,viofate� aancet, atter, ar
set aslde any provislons oY the technlcal.cod�s;�nor shal!Issuance�af a.permlt.prevent the Bu!ldlrig O#flcla!from thereafter
� requtring a correction.af errors 1rt.pla�s, cans#ructlon or vlalat(ons of any codes.. Every permlt issued-shall become-invalid
, uniess the work authorized.by such permit.�is.ca�nmenced�within s�C months of�permlt Issuance. ar if wark authorized by
the permif is suspended or.a8andoned for a.pertod of�six(8}months:after tha tEme the�wa�k is commenced. An extensian
may be requested, #n wri#Ing, fram the Buttding.C?fficla! far a peirlod.not�ta exseed rtlnety:j90) ciays ana�ill_demonstrate__� --_-
�ustlf3�ble c�use-#'or_the extension�. !f work ceases:for ninety(90)�consecutive:daysr..the Job is consfdeeed abandoned.
j WARNING TQ OWNER: YOUR FAILURE 70.RECQRQ.A..NOTIGE OF•COMMENCEMEMT BNAY RE�UkT IN YC1UR
I PAYlNG TWICE.�OR IMPROVEMENTS TO YOUR�PROPERTY. t�°YO.U�iN'fEND�'TQ OBTAIN��FthtANCiNG,'CONSULT
� WIT Y UR END Ai+I A'iTORN �B Ff�R�� ECO � G�Y- �C :tIF� °' E C�E �
! FL.ORIDA JURAi'(F.S.11 08� . _
� QWNtER OR At3ENT `'�- COt�tiRAG7t}R
! Subscribed and swom or atRrm )befo me thls Subscrlbed and�swom to{at a�lrmed)�betore me'ttil�
•by
Who lstare eisanally kn me or ha e produced Wha fstare p.arsortally ki�awn�ta me or hasfiave�'produced •
' ' as Idendflcatlon. as(denBRcatlon.
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! � ' Nota �Pubtic _ Natary Publlc
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� Cam Is n .•�.pa�P�''••. JAGaUEl1NE GES Cammisslan No.
�: ;'�`"'Com-m1�a�t'#"�f�-l�5tr#2�`— .
i ,�a., :o�: Expires December 12,2018
i Name of No � Hn ° �4 Name of Notary typed,printed or stamped
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EXIST. 2-STORY HOUSE
3X48X.032 COMPOSITE
PANEL ROOF FL 2291
2X3 EDGE BEAM
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2X2
All Work shall comply.with
Prevailing codes for building, 5-2/^ 5-23�$" J.. 5'_23/8^
Plumbing,electrical,mechanicajt NEW 8'X8' CONCRETE
Pools 26'-C" PERIMETER FOOTING &
u - SLAB
REAR ELEVATION
SCALE: 1/4' = P-0'
F.B.C. PLANS & BILL BURGESS
I HEREBY CERTIFY THAT I HAVE PERFORMED AND REVIEWED TH S 6626
ENGINEERING SERVICE, INC. DAVID W. SMITH, M.S. , P.E. PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7 AND - ZEPHYRHILLS, FL
FOUNDERS STREET
6440 FORT KING RD. FLORIDA BUILDING CODE, 2007 EDITION, AND ALL UPDATES AND
ZEPHYRHILLS, FL. 33542 Fl. P.E. License #: 53608 REVISIONS THROUGH THE 2009 SUPPLEMENTS. � � b SCREEN PORCH SHEET
DRAWN BY: I DATE 2 OF 2
TOLL FREE/ FAX 1(866)824-7894 D.W. SMITH, P.E. # 53608
WYLINE MCMILLAN 04/01/10
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All workshall comply with
prevailing codes for buildin
plumbing,electrical,mechanical, EXIST. HOUSE
pools and aluminum struct
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3X48'X.032' COMPOSITE K
EXIST. 2-STORY HOUSE PANEL ROOF FL 2291 I
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2X2 2X2 I I
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1X2 1X2
II II II
5'-23/8" 5'-23/8"
13'-0" 26'-0"
NEV 8'X8' CONCRETE
PERIMETER FOOTING &
LEFT/RIGHT SIDE ELEVATION FLOOR PLAN SLAB
SCALE: 1/4' = I'-0' SCALE: 1/4 =
F.B.C. PLANS & I HEREBY CERTIFY THAT I HAVE PERFORMED AND REVIEWE TH 6626 BURGESS
L FOUNDERS STREET
ENGINEERING SERVICE, INC. DAVID W. SMITH, M.S., P.E. PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7 A D ZEPHYRHILLS, FL
6440 FORT KING RD. FLORIDA BUILDING CODE, 2007 EDITION, AND ALL UPDATES D 1
SCREEN PORCH SHEET
ZEPHYRHILLS, FL. 33542
Fl. P.E. License #: 53608 REVISIONS THROUGH THE 2009 SUPPLEMENTS. d
53608IWYLINE
DRAWN BY: DATE 1 OF 2
D.W. SMITH, P.E.
TOLL FREE/ FAX 1(866)824-7894 # MCMILLAN 04/01/10
ENGii4EER'S NOTES:
#8 X 1/2' CORROSION RESISTANT ALUM FLASHING 3'==COMPOSITE;ALUM PANEL OR ALU.M_FLASHING
1)-THE BASIC DESIGN WIND SPEED=110 MPH, 3 SEC GUST ALL PURPOSE SCREW INSTALLED UNDER DRIP EDGE 0R6' 3'X12' ALUM-_PAN. ROOF INSTALLED 6' MIN UNDER
1/4' SA',/CUT NOTCH IN - E Roof COMPOSITE PANELS OR- UNDER_FIRST ROW OF SHINGLES „__ _ - FIRST ROW OF SHINGLES 2. THE WIND IMPORTANCE FACTOR= 0,77 CEHENTATIOOR FLASHUS
S COATING
wo5T STRUCTUR ALUM PAN AND 12' OVER RISER PAN OR
3. THE WIND EXPOSURE CATAGORY IS 'B' FOR ALUM FLASHIN� ROOF PANELS
4. THE INTERNAL PRESSURE COEFFICIENT FOR OPEN CARPORT = 0,0 SEAL WITH CAULK ESU,RnaF COMP. PANEL ROOF
THE BUILDING CATEGORY PER ASCE TABLE 1 -1 = I ALUM FLASITYNG H "ass STRu OFFET MAILS #8 X 1/2' CORROSION RESISTANT
5. THE COMP.&CLADDING PRESSURES ROOF ZONE 1B=+10/-22 PSF #8 X 1/2' CORROSION RESISTANT a EDGES OF PANEL FINISHED W/ ALL PURPOSE ,SCREW (6' O.C.)
ALL PURPOSE SCREW 12' O.C. T RECEIVEING CHANNEL FASTEN W/ w 1
SCREEN LOAD ON WALLS = 11 PSF #10x3/4' TEKS @ 8'O.C.COMPOSITE PANELS
ROOF DESIGN WIND LOADS @ I=O.?7 +20/-23 PSF RISER PAN ROOF T -'
�X_T
TYPICAL PAN ROOF CONNECTIONS FOR 110 MPH , 3 SEC GUST U ---- TI I NGj
- - - - - C FASTEN RECEIVING CHANNEL t- i
TO HOST STRUCTURE N _-------------ROOF
® 0 0 0 0 0 T WITH #10x2' LAG SCREWS =
U E 16' O.C. C2) ROWS
FASTEN RECEIVING CHANNEL TO I40ST 2x4 MIN FACIA-�
V u �u u u u u u WITH#Iox2' LAG SCREWS 12'O.C.MAX R DETAIL FASTEN REC CHANNEL/HEADER DETAIL
42)ROWS STAGGERED E PANEL ROOF TO FACIA TO HOST RT, 2x4 MIN FACIA W/ ALTERNATIVE
12'x3' PAN ROOF #10x2' SMS DR LAG SCREWS
FASTEN TO BEAM W. /NOT%BOX ENDS OF PANS � @ 12' O.C. MAX (2) ROWS STAGGERED ENLARGED VIEW @
(3) #10x3/4' WASHER/ BO ATTACHMENT /� €c DETAILA-2
SEAL HD TECH SCREWS@ BOTH ENDS & FASTEN TO HOST STRUCTURE DETAIL AT®e..) ALTRNATE
W/ #12 x V LAGS (3) PER PAN ALTERNATE CONNECTION FASTEN PANS OR CDMP, PANELS TO 1�ACIA. ATTACHMENT
DETAIL B CONNECTION REC. CHANNEL PER DETAIL
RISER PAN 3'x4' COMPOSITE PANEL
FASTENING DETAIL ROOF FASTEN W/ #14x4 1/2' 2'x_' ALUM POSTS 2''x3' MIN
2 8' O.C. AT ENDS AND RAKES PER CHART
110 MPH, SCREENED WALLS SUPPORTING ROOF AND SCREENED WALL OR 3'X6'-8' PREHUNG
3 SEC GUST POSTS CARRYING LATERAL SCREEN PRESSURE (16 PSF) LOAD ONLY 12'x3' RISER PAN ROOF ANY LOCATION
AND 23 PSF UPLIFT ON SOLID ROOF PANELS FASTEN W/ (5) #10x3/4' WASHER/ SEE C❑NN C T I❑N 1'x3'x.045'
POST EXTRUSION POST HEIGHT POST SPACING "S" SHORN SEAL HD TECH SCREWS@ BOTH ENDS DETAIL
& 6' D.C. AT RAKE EDGES e� CAULK BETWEEN FRAME
SIZE LOAD WIDTH= (R' +2' OVERHANG)/2 EDGE BEAM PER ®_ EMBER AND HOST STRUCTURE
INNER COL.S. :TRIBUTARY AREA=LOAD WIDTH x COLUMN SPACING CHART
CORNER COL.S: TRIBUTARY AREA = 1/2 INNER COL. TRIBUTARY AREA ATTACH TO HOST STRUCTURE
SPACING _ " _ "
POST WITH #10x3' LAG SCREWS 12'
TRIB. AREA -s► 40 SF 45 SF 50 " 55 " 60 " 65 " 70 " I 2' D.C.
EDGE BEAM SIZE ® 2131.045"2131.045"2131.044"2141.04412141.044.1 2x51.05 2x5 .05
TILT TILT S.H.B. S.M.B. S.M.B. S.M.B. S.M.B. CC
2x3 HOLLOW OR SNAP $'-6" 9'-O" 6'-6" 6'-O" 7'-6" 7'-0" 6'-6" 6'-8�° MIN
2x4 HOLLOW 11'-O" 10'-6" 10'-O" 9`-6" 9'-O" 8'-6" 8'-0" I I SEE TABLE -g` U
,( ----- ------
2' x 4' S.M.B. 2'x3`x,045° ----- -----
E. l2'-G" 1Y'-6" 20'-6" 10'-0" I 'Y'
F-
3'x2'x .070' HOLLOW o
B'-6" 6`-0" 7'-1O" 7'_6" ' 59f7'�DD"y -9" 1/} _____
2•x5` HOLLOW 13°-G" 12'-6" 12'-0" ll'-6 1" 1'�- " GRADE (/)_____________________ LL9� C5Q �Q f i �/
2'X2' SCREEN GIRT p
FRONT ELEVATION 11'-O` = FASTEN W/CONCEALED
ALTERNATIVE �G Cn MIN (4) #10x2'
FASTEN GIRT W/ 4� t9 3x12'x,024` ALUM PANS ENGTH PER SITE SPECIFICWASHER HEADED SCREWS
REC. CHANNEL CORROSION RESISTIVE i�
FASTEN W/(2)
f o,S rt f NOTE, NO FOOTER REWD EXCEPT WHt ADDRESSING ERROSION ` `12'-O'
Q32` ALUM PANS 2°xH ALUM S,N,.B.
#10x3/4' TEKS .L 4' 2500 PSI NOMINAL SLAB W/O FOOTER MAY BE USED ON LEVEL GROUND UP TO SIZE PER SPECIFIC
1'x2'x,045' 2'x2'x.045' GIRT SLOPES OF 1'/12' & UNDER 16' PROJECTION FROM HOST. THEN USE 6'x8' FOOTER. 16'-6' MAXDESIGN REQUIREMENTS
ALUM BASE RAIL rr` fir'AT HEIGHT `Y' AS DESIRED H&W12'xl2 FOR GRADE SLOPE GREATER THAN 1'/12' UP TO 2'/12` 3'x12'x.26 GA GALV, STEEL PANS
FASTEN W/ 5/16 D �4� �eeTT��iiOR KICK PLATE (H=16') H&W=12'x16' FOR GRADE SLOPES GREATER THAN 2'/12' 5' 11' #FOx3/4' BEAM STITCH SCR
x 3' LONG TAPCDNS `R FOR CHAIR RAIL (H=36') NEW SLABS TO HAVE EITHER 6'x6'—#10/10WWM 3'x4'x,024' COMPOSITE PANELS a 2' O.C. MAX TYPICAL
C+w N KICK PLATE IS TO BE INSTALLED OR FIBERMESH
2 x2•HOLLOV GIRT TYPICAL @ 18' ❑,C. MAX ASTEN .022' ALUM. 'KICK PLATE' IB'-B'
ALTERNATIVELY FOR EXISTING SLABS WITH INSUFFICIENT FOUNDATION xA'x.032' COMPOSITE PANELS TYPICAL CONCEALED CONNECTION
CORROSION RESISTANT 'W/ #10 TEKS @8' D.C. MAX. TO RESIST UPLIFT INSTALL EYE AUGER ANCHORS AT EACH POST SIDE TYPIt�ELEVATION AL SCREEN GIRT PURLIN TO S.M.E.
PER DETAIL ANCHOR W/ 1/2' BOLT THROUGH SIDE`
MAY BE USED FOR ADDITIONS TO MOBILE HOMES FASTEN EACH POST TO EYE AUGER
1'xi'x2° ALUM ANGLE MODULAR & PARK MODEL HOMES AS WELL AS POST AND ALUM BRACKET FLANGES
FASTEN W/(2) SITE BUILT BLOCK OR FRAME HOMES 42' MIN I ANCHOR
#10x3/4' TEKS
/CONNECTION ` W/ 3' MIN - - - - L
-CORROSION RESISTANT NOTE, EMBEDMENT IN EARTH
MAY BE BUILT ON WOOD DECK RATED 2000;1 MIN 7r-
TYPICAL EXPOSED CONNECTION SEE WOOD DECK DETAIL LTERN 1 DETAII, OF
SCREEN GIRT/PURLIN TO BEAM ALTERNATIVE v u u EDGE BEAM
OR or SYSTEMSITANC UPLIFTE o CONNECTION
4' SLAB 3000 PSI CONCRETE W/ Dcuna SIZES PER EXISTING PROJECTS
POLYFIL OR 6'x6'-#10/#1OWWM OVER S� `l� WITHOUT SUFFICIENT
6 MIL POLYFILM W/EDGES LAPPED 6' & TAPED. 2`x3'X,045' AL COLUMN
2x2x.062 ANGLE�I`- FOUNDATION
ALTERNATIVE FASTENING METHOD
OVER CLEAN COMPACTED TERMITE TREkTED SOIL 3' \\ /
EACH SI ( x 'X.045' @ 4 CORNERS) 2'x _ SMB FASTEN CAPRI CLIPS W/
`CONCRETE BLOCKS PER PLAN W/(2) #12x3/4` TECHS
2) #10 SMS EACH FLANGE
(3) COURSES MAX OR ALTERNATIVE CORROSION RESISTANT(R)
062'U CUP 2'x
5 VERTICAL fiIXED DOVEL FRIlk FOOTER€6'M4" O.C. " 1`x2' ALUM
EL,HOOKED VERTICAL REINFORCEMENT AS SHOWN ' ' BASE PLATE(TYP) ALUM COLUMN
21' MIN O.L. PER PLAN
12x8 3000 PSI CONCRETE FOOTER rs
W/(2)#5 REBAR CONTINUOUS MIN <
€ t`^ EDGE DISTANCE
' �' (` I hereby certlf hat I ha,/ revolewed this plan and found
GRADE f•.:_" #10 TAPCDNS a. 3 1/2` CIre
MAY ALSO HAVE ACRYLIC E}R tIINYL $LOS OUT'
L.ONC, SLAB it to be in CO la erSE7he
Flora Building Code, 2007 etion T T^" CORROSION RESISTANT I�IIlDO�I'S TIIAT SFIAT.T. BE REMOVED EIS MIND SPEED
2' MIN IMBEDMENT andate hrou the 2009 SUPPLEMENTS to FBC 07, IS EXPECTED TO EXCEED 75 MPH, 3 SEC GUST
ALTERNATIVE -24'MAX O.C,--
ALTER CT IV TYPICAL I SHEET OF
TYPICAL 16°x8' STEMWALL FOOTER D'W°SI ITH,M.S°fP°E° 53608 ATTACHED
ALTRRNATIVI! FLORIDA PROFESSIDNAL ENGINEER LICENS NUMBER 53608 SCREEN ROOM
W/(2) #5 CONTINUOUS ON CHAIRS Projects Consulting Engineer
SPACED 4' O.C. MAX DETAIL AT �E 999 WALLASTON DRIVE-DADE C1TY,FLORI0A 33525 SCALE DATE PART NO.
RAISED SLAB ALTERNATIVE POST TO SLAB David W. Srlith, M,S„P,E, FgM:813-788-5314 FAx:352-521-0361 EMAIL: ohsflpe&*wthltdcret p() NOT SCALE 2/3/10
TYPICAL 4" 3000 PSI CONCRETE RAISED SLAB CONNECTION F.B.C. PLANS & ENGINEERING SERVICE LLCI SCRNRM MART
ENGINEER 6440 Ft. King Rd., Zephyrhilts, Fl 33542 DESIGN/DRAWN
LICENCE #53608 - SUZANNE BAHR 813-788-5314 D.W.SMITH,P.E.
ALUM LASHING
as x ft2' EaRa�sil4oA RESISI�Nr INSTALLED UNDER DRIP EDGE DR A 3' COMPOSITE ALUM'PANEL DR ALUM FLASHIANFi TYPI AL PANt REItJF CEINlNIIrCTIONIS
SEAL % T1€ CAULK I LL PURPF,sr sCRE UND r`DRST Ruv If Soo GLEE 3'XI2' ALUM PAN ROOF INSTALLED UNDER DRIP EDGE OR
—
¢sS srtav FIRST ROW OF SHINGLES � — —
CIRRPI}SITE eS IfR • N AND 12' OVER RISER PAN OR
AtllN"FL€a I'dG RI3� C£INfP. wIEL Ra'E6F 1_ u �.
12+x3= FAti RLtt3f
8 X :za' C11RP ISIQI RESTS."tT Ist rcr v��s! t!G i/2' CDRR3SIQN RESISIAt�I -.-'" IDTE= BpK ENDS 3F PANS
"w f T +ii W. 0 HOST ATTACHMEA �Z
ALL PURPOSE SORE > I1.I EMES OF PANEL ISHED sir ALL I'URI'LtSF� CRft {5' '"may ( s 930x3/ ' ASKER/ rASTC r t�Ian T sgRu RC \ f�CIII4Pt15IT£ PAAII L E , RcG£tVEKt7i# 2tH%L srS7FH tt1 y,✓' S I k23 TECH SC EW5@ •BOTH E tas ` `N ,� N
t3R RISER FLAN ROOF RfTix3/a' rEKS a S%Lr. �y:eG r
r r lr LAGSS €37 F£R � r
DETAIL B RISER PAN FASTENING DETAIL UJ
FASTEN REGEt ti tall CL TIl ItasT ----------- - � E TINE
t ^,
WITH lr�i x2 AG slrla I/4<X2} • � � • Ui
TAPCIJNs, I2 O . €2a ROW TAGOERED � - ROOF
FAST€# RECEI' Rt,C TT3 1#OST FASTE RDDF TO REC,/MEADER ADDITION
k{ITfi 3r � IKA Cl2ES I1R ir4<X2> FASTEN IIOF TO REC./HEADER r CHANNEL Wr tgP€t�c3r4° TEt�s
A} cclis. I2' Oc c ROx C RED CHANN f✓ #tI0 3/4 TEKS FASTEN RE CH IAII EL/NE#DEtIT:Ii EXI5TIING _ Z
f sTEN ROOF �A ER 12' 1 : I ROW, BOTTOM TO HOST P,T. 2x4 I Itt FA EI / 1R' U.C. I ROW, TOP A 313TTUM #I.IOx2 S S. —
C ANNJ. W/ kID 3d4; TEK -S 1112x2` SMS LAG SCREWS
S I t 3. I CLI I S + " Fo- °
1r D.C. 1 ROW` TOP AND BOTTOM .G,
@ 12` . MAX (2) EIFIIJS STAGGERED OR CORI E:S IL�
DETAILA— DETAI -- rASTE PANS OR COMP. AIELs TO I?ETfi,IL�— " - a o ALTERNATE At,.TE ATE ALTERNATIVE ENLARGED RGE.D VIEW • t!�
CDNN'CTION PANEL TO WALL CON TIaN PANEL TO WALL REC. CHANNEL PER DETAIL A-I AT FASCIA ATTACHMENT
AL rATf
�O WLLo
RA N R r PO$f TO ) 2 OPEN BACK BASE RAIL. W
r'ASTCN.WC TYPICAL sins—ELEVATION G BEAM III LUT
^ ��S m
... _. R$Vt4' TEK _.. x 3 EMBEIIf4 NT PER
- _ CONNECTION "Let tae• .._ 2•�€2'xIa#3' ANGLE
a vv
• wrtLLtr (_)§I0x3/4' TEICS d1-
IRr FePAL ' Q o
1x2 OPEN BACK
ALM BEArt H IF J w w
It If 2'xt•t` BASE RAIL - ?3
FASTEN V/CD CEALCFd • If It PER PLAN o z m
HIN ear #104= a'xA€'ALEJII BEAM. I xl=x2" ALUM #NEE It [I• $ W _
WASHEER WADED SCRI v FASTEN E €2 .X.125 ANGLE
SIZE PER SPECIFIC FASTER.W/r2a ssr fa ffEYTIt1NAt
IN SCStf A SIS DESIGM 6EQUIREM NTS 41 s /4' i KSe 2" RECEIVING,C€RANNCL. �i/ 3 IIIIIx3"4" TERS
Ihi SCR€w R€iSSES �ECTI: FASTENED TO EDGE REAR V/ EACH FL NGE \II4/B SASS
CORROSION RESISTANT G2) #1aX3/4' SIBS ANGLE SHUUL BE SAME B 24, D.C.
ORROSION RESISTANT SCREWS WIDTH A S BEAM
TYPICAL CONCEALED CONNECTION TYPIC• AL EXPOSED CONNECTION: WASHERS, NUTS- TYPICAL
SCREEN GIRT/PURLIN TO HEAD! EACH FLANGE. 2 xld+
OR POS•
T OR BOTTOM ALUM COLUMN
11PT�IONAL Ax2 OPEN BACK BASE RAIL
INTERNAL SCREW METHOD I t LOT
EITHER CONNECTION FOR PUE:LINSlC�1t2T5/ cDN YA32Y HORIZONTAL MEMBERS NOTE, (I) SCREW PER INCH OF RE C. CHANNEL OR GLEE s. 3• EMBEDMENT PER
FLANGE
I'xH' OT ICE C E =x2=2€1/B- ANGLE
3"x4 COWD ITE PANEL -L e9 OR EPUIIVT CAULK SETWEENi FRAME
kOF FCAST rat. :.Vlex4 1/2' . MEMBE AND H SY STRUCTURE All workshall COMPly witI SMS
AT ENDS AND RAKES ATTACH TO HEIST STRUCTURE , �rkx2 f PEN BACI
2'xH' GiIRT FL P9%I A IRS orevailin odes for buildin ,
AT HEIGHT * ' AS DESTREII 12= RISER PAN RG ta117H 'I3I€Iu3• LAG SCRE IS EIR i 33##5£ MAIL
FASTSN tj RI€Ias', VAS / robing, el CtrlCal, mechan
"LIR KICI€ PLATE tiI-16`-24> SCAT HI1 7ECI{SGRFVSe >#txr I E isa 6' FROM TI3P +ANSD SEiTT[I
CltAIR R IIL ,I = => & 6` Or AT RAM ZOG s, pools an aluminum strut
€2 MIUx2/4+ SASS
LI
WHEN KICK PLATE IS TEI BE 3NSTALLEIk
F STEN .1122' At IIi. `I ICK PLATE` SEE
Ct3ItNEI T aN�.' B"1€I TEK'S @8` L1 G. IIAX. _ RETAILS NOTC' (e) TAPC13NS t AY BE USED IN PLACE OF
€1) LOT UN ANGLE FLANG
FAALUM 7'1418: aLUMN SIZES PER
ST NASE I1/4 E r— £rIDEA SITE SPECIFIC PLAN FAT ATmTmRoq, CA«IPS WHEW
FASTI t� k�l If4" 13IA a F I�,.r�Nk R[1tiF � � I
x 3' LONG TAPGt72�IS `� tIEIGHT 6£9L"SIZE PROVIDES 8130!
E:ORROSIONt RESISTANT 2 xi3 ALUF..GtIL1JI3II
<D LDT OR 2v.2x.f25.ANGLE c25 tAIi4 SIa3 k
WI9t#I P�tVEf2S AhE EACH SIDE CdRROSION RESISEAIdT(�C9 €
QER I LCO14S > fXI£' RASE PLATE
E —
714RU t VERS RS ROV PASS < GRP I3E P R FisSI NGE c'
1 If E Jt RS TN PINT OLE FRONT ELEVATION
3 If2> Ir EEIII3ENT II TEI £KIST. TO LC]I3R
CONCRETE SLAB Lsr�sx R SrAc_sxSarte _�, j �TaG�I 3f2 Trat#CC : �=.,. �� r "•,� >�:_ � �I
r SIGNED AND SEALED SITE SPECIFIC DRAWING 4 r ` '
DOTE= NO 1 DOTER RE EXCEPT WHEN ADDRESSING ERROSION. WILL PROVIDE ALUMINUM EXTRUSION SIZES, x
4` NOMINAL 2500 PSI SLAB. /II FOOTER MAY BE USED ON LEVEL GROU tB UP TO AND TYPE OF ROOF ':.��
+ , w, s.t; 1/4` TAPCONS x 3` COtIE, SLAB
SLOPES OF I J?2 UNDER I6 PROJE TIUN FREII4 HOST � CORROSION RESISTANT
I EW SLABS TO [A' EITHER 6'x `—##IIIfjt WW OR FI ERI ESH MAY ALS13 HAVE ACRYLIC I R VINYL ^ELO' OUT' NIIN It IIEnI�I t T ^:_ 'IAA G.C.^, t
SEE CONCRETE: PAGE FOR FLI TEI OPTIONS IS EXPECTED TO EXCEED 75 MPH, 3 SEC GUST
DETAIL SHEET
NTS
F i
R NOTICE Au work shall compiywtth
prevailing cOc s for building,
`,.
gas, pools and alurnmUmStrUctu uio0
U !IT MPR AL WABI: PANS for EI4GE B MS sup rUng SOLID1fl UL �� PII.< ALT.UFAB P€DST I€gIGt3'IS 431 SCREEN WA suppo Pflug SCII b ROOFS SP : SCRBEN kESt1 S Ii NSF Z S Z
' I'ia SCI [#i$5 140uh = 1105�d kF. — L' MAXIMUM SPAN �—•_ °x°5
Pos E'TITUSION PPS S GA8RYINq LATSRAI.IIYSICik P E L€5I:RA 'S H
POST P TRUSION TRISUTARY LOAD = SINGLE SPAN OF RRC)F + OVER ANG DIVIDED BY 2 .8L7 am TS 22 I'SP uPurr I3N sow error PAP4£La 3'xz2'x,0Z4' ALUI PA₹5 - LLI LL w
SIZE 8()t15 TS 2SPSPUPUPNSOUD ROOF PANELS
"f#I o POD CAR YING LAT AL SCREEN PRESSURE H.8 PS? sos€. Ia - s -c' 3^.XI_'x.032' ALUM FANS it W
SPACING * {-It" :8" T-V" 5 8r s'-c' Ir-67 Y'-i#' r-a- S'-Cr' 1 <� � UJ
TRIH, LOAD S'-O" v-o" 'T'-o -o" Ir-o 10'-€t" E1s—f3" • b'-9• 6-6 5,_2. '- , 5.-9' 5.-7- V-4- 3x12`x26 GA 0Ai.V STEEL PANSS 15'-8" O M
242x0.046' HflLLOV 4=_9' 44 w_iIr 3`-8a .. _4, 3_2r ._ . 3.at -45A'srMLOW 9"-D &-EtY s-s" 8 3 7°-Ct7 Y'-8 7-6' 7`rt#' ?,-a• 3'44'X:1$4` COMPOSI iE }�ANELS 1 '' Z O y Q
-1x2z4#T7t?"I .L01t 1f3'-b' 9`-t8` 9"-5' = 5`-R' g�-6= Se_2' 'T=_I1Y 7•-&' `X4`3L..b3 C 1€#PF SITE PANELS
342x6.050' F#€dLt[1V 4' S-9. S•'"4' 4"'-ii' 4'-$' 4=-6, 4•-3i. 4_' a-F
2x3.6 aal..pv II`-t' €4•-6• s"-II 53° 8=-3I' S-s• 0-I' i•-sa•
3 7 4'44'x:€324' COMPOSITE PANELS IS`-0' Q1- ='mz x2xt1.I1I1° H13LLIIV 7-W7`-2` 6'-7• 6'-2` 5'-€It' S`-6' 5'—3' 5`-1' 2tY3x0. 'Stitag IIL It'-M liS`—B• 9"-6 r3'-p' Fs-5• �q'••I, QF—
4'x4x.032` COMPOSITE PA WLS 17`—T' Q w r 243X0.650' HII€I I35d 6"« b'-0 $-$' 5` 8` S`^2' 5`"0' 4-8` 4'^$' 2x3;E4.476'E$31LOW I€-81 Ii'-3` W-01 i4'^8' IO-E• mr-Q' _«q• 8"-19` 6"-E'
2x4*O.3$(#° 43L U7/7/ 7'-1' 6-8 S'^ 5`-4' S3° 5, lg,. 4'-Q° 2sriz00•#*H ELLiiW I2'^3' ti'-9- --r t0'-W U1-7° Ta-. a.-a. 9'-^s- 5'-a ei<O =I u m
ax4xv_• 'Ir-6r. €8'-V Ir-s• W-2` 1II-7' I4`-4- 1-fir 9"-s, V_•, SPANS ARE FOR INDUSTRY C2 V)
2x44IF.64&' sw� �'-t• 7•..S. t='-Ior S•_s' 6=W�• S_"� s•�.�, sF��' .�....._..
244x$11146 Sim W.I. I�`«' -i4,g -' �'µ STANDARDS. CONTRACTOR MAY
2s050' SAD 91-21 8'-5' ?'-&` ?'-3` 6'-!tY G.-w 6'-2' 5-IS` t t^ t t
2x5xll p•t LO�t 13`""8= I2`-6' I3'-f I' ii'-8• [S'�-3` III`-W tv-5` i4'-13= 9•-7' MANUFACTURERS SPECS
COMBO. REAMS IiT 4f£5LL4161 TILT s MEµ __ FLORIDA
PRODUCT
DU{ APPROVAL
_. . #Z"-31#' 32'-.3 IE'-fr` I3'-3• Sq•^SG' fff._w f9`-2` �41�q 2" �11I 1 1' I,LiLr g�#[�'¢: } j7q(�
2X3 FLT' + 1X2 ISE 1-6 6`-Ili' 5'-4' 5'-Ii' 5•-7" 5"-3' 5•-0' 4`-1D' 2.6x4.851'5148 8€'-fl` y5:^I• St•=4: 13=.$= I3'-t` 1a^z• Y2°-i n-8- 3I-c AND MANUFACTURER'S A.ABOVE
INEE t:&IStL.1
2X4 HT + ti;2 88 3'-P $`-4 7`-sr 7=--3' 6'-1& 6'-6" 6°-2' 5'-1₹• _ A6S SKS 17-5 16•-"4' V-SP I5•-L*' 613- 12 13' ! -r- TO SUBSTITUTE FOR t#.i? V
2X4 S1"1S + Ix2 CB 8'-3= 3'-6' 6•-II' 6`"fs' fs`'-2` 5''$f3' 5'"'7' 3`-'4' 2xH 7172"'3►t6 9"`I` 31,-2• 23'-5 11• E-d` E•€'�2" `-5'
2x944.482'SatS 43r-3 53'-? it-r '-fl 34`-s' -r 1` : 3m-irr INDUSTRY STANDARD 5P C ;
PANEL THICKNESS, DENSITY,
2xitixamr SN8 47=-5` 4SI-7' 1E•€"-4' 42`-H• 34'-Ii'. .301-61 1?'r2• 3s,-r METAL
7t g E�pc�^�^^ NOT
�1' SHOWN.
t q
011146 M ' 3x:aXM72` l '^S4` IT-V 12"-6' 33"-IV 11"-2• i€=-II" iG'-S" X10'-8' 9°+B'• M ! AL•.'. GUAGE NO i SHOt14"N.
Au.owAsts SPA for CARRIER REAMS, RIDG$, 7k MID-SPAN SEA 1x3 cEA i Ia"- as-s' tr-a' Ie €t II z €o—ta slr s' a'—€
-
post E�1'RFIS10Ai SUPPORTING SOLID ROOFS IN SCREEN Eoos 7;-1- 161«;€• as1-i€• ss_; I+#'-1I' 3��-7` i's•-,'m 1�'—zIr SPAN IS LENGTH OF PANEL€`-s`
SIZE 6005 T5 22 UPLIFY ON soup ROOF" PANELS 11x411 1e sir 1r Fr m _ &r I -4• I['-4 " €s- BETWEEN ATTACHMENT POI.NT'SJ
6061 To 'TRIBUTARY LOAD €IDTH / BEAM SPACIT G HOST MID-SPAN
STRUCTURE,y� RIDGE, 13R
1111 ! m F A i ii 4 f+ HT BEAM.
TRIG. LOAD -+� f:'—On 8—O ID—B 12—1I" 14—1i IB--fl 2II,-g 2Q-€1 —A
GIRTS SPANS far CHAIR RAILS be .'S UNIT LOAD = $.$ PSF
2x4x0.O46s' SHB 7•-6 6'-r s`-a» a o .,_ . .II. _sr '6» MIN= SLOPE FOR tEL1M. STEEL
a3aXilstla fir Tit4L Saxe I1r0 —ir. L4€€ LJI f - I≤XF. B
�^xsx0fE56 s "li' 7-e €'-1X1 6'z s-s s- " RISER PANS = 1/2' I It RISE
VERTICAL SPACING - a'-4' c-5" 5=-6" ar-s" 8*—8" 8S 1'
246x13OSXi` sal i1r-1' a--a. •-sr r-ir a" "- j5-a- 5`'' s'"I 2xZx.046 HOLLOW r-tir i i.-a a-a- a-s 6-a s-II• MIN SLOPE FOR COMPOSITE B
2x7xfl.055 SaIB � 1€'-S• +3`-1Et' 8-9" 8'•'4' ?w.4, y_�• 6••.i�" 6•"I• 5'-i€'
PANELS IS I/4' 1 1` RISE - LIC IE�V:
x x.II54 HpLLC1! f�LL y q�IN AD
27--3- IS'-fa' Id•-1• i3"_}i". €2•-3- lI'+S` €lt`-3Q' i4'^3` 2x4 X.S�D T°IQI,.1,..I�kf � £�.:�
(j' MAXI1 UI SL3OP�E FOR B T H ELE
23 9xtl.fl7?" sal@a 5 2P 19 7° I?-1i, ii-8' ls•-s' ix`-I° I3-9' I3-i. i53x.D7 1[31 L1� j J ' I�SJ ME Cp.L CC3�E5.
I -
2xi6xtI.Q92:' CIE �, •
29'-21' 25"-16' 23'-i` 22'-i' I3'4Ex` IS'r2` i?'=2' I5`— i5
9' -6•
123 2x5x0072' 514B $5'-6 31`3' o--1# as--s 20-8 t8_i
2S-4` 2 »0 15'0
427 $xl0 c"i-D92' S1'1S 41-0 '3£5`'•a- 3x0-w 28"-li' 27•-9` ES-is- 24=^4' 11 23'-f' c2`-8• �`
REVIEW I)ATE2kJ S
CITY OF,ZEPHYRHJLL5
PLANS EXAMINER
DETAIL SHEET
NTS