HomeMy WebLinkAbout1215 S PalmettoECEIVE
CITY OF SANFORD
MAR 2 4 2016 BUILDING & FIRE PREVENTION
PERMIT APPLICATION
BY:
Application No:
o
Documented Construction Value: $10D'
Job Address: Historic District: Yes No
Parcel TD• J' ! % — ' P7'01— Qd 7 0 Residential,g Commercial
Type of Work: New El Addition Alterationp Repair Demo Change of Use Move
Description of Work: i te.u,c4 e„t e. yS r rar dl C(LA V_b211-
Plan Review Contact Person: /t iAourd knkin Title:
Phone: 3(p S Z? Jqq2 Fax: 3& 3 Email: ecrnt 40 -
Property Owner Information
Name bHnA A*zaell Phone:
Street: IN C Resident of property? : A16
City, State Zip: O e %1(79
Contractor Information
Name &, /,t US/ct GLl'- Phone: _7,1P6 4/L o RAS l
Street: Fax: 784, . - qzz %8?
City, State Zip: ra 3 %b State License No.: /4A(A L 5-116
Architect/Engineer Information
Name: -t 1 IP, Phone:
Street:
City, St, Zip:
Bonding Company: /A
Address:
Fax:
E-mail:
Mortgage Lender: 0
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
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 districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Sign o Contractor/]bate'
Print Contractor/Agent's Name
0—. / (O
Signature of Notary-Sta a atc
q_ ,
MY COmmiss did # F 25
Etpil :February
liondmt ttuu NotmY P.W
Contractor/Agent is Personallly own to Me or
Produced ID Type of ID l
e-/»l'
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof
Construction Type: Occupancy Use: Flood Zone: _
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
Revised: June 30, 2015 Permit Application
Air Techs of Volusia, LLC
FL Lic. #CAC1815110
P.O. Box 1266
New Smyrna Beach, FL 32170
Tel: (386) 426-8251 Fax: (386) 426-7833
To:
C o: Zls
Page No. of Pages
Proposal 3417
LICENSE NO.
DATE JOB PHONE NO.
JOB NAME NO.
JOB LOCATION
We hereby sub
f
It specifications and a (mates for: ,> /%
ce C ,S' s a, 6 vd w le— y
114A
n44-j ^ / ILI sec-e v CAP.,
All
material is guaranteed to be as specified. All work to be completed
in a workmanlike manner according to standard practices.
Any alteration or deviation _from above specifications
involving extra costs will be executed only upon
written orders; "and will become an extra charge over and
above the estimate. All agreements contingent upon strikes,
accidents or delays beyond our control. Owner to carry
fire, tornado and other necessary insurance. Our workers
are fully covered by Workman's Compensation Insurance.
You,
the buyer, may cancel this transaction at any
time prior to midnight of the third business day
after the date of this trans -action. Cancellation
must be done in writing. We
propose hereby to furnish material and labor - complete in accordance with above
specifications, for the sum of: Payment
to be made as follows: 0Q
dollars ($ ).
Note:
This proposal may
be withdrawn 5,0 by
us it not axepted within days. Acceptance
of Proposal: The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the
work as specified. Payment will be made as ou f aK%ie. Signature
Date Signatures _/ ;; rst(rf Date
Certificate of Product Ratings
AHRI Certified Reference Number: 7837073 Date: 3/16/2016
Product: Split System: Heat Pump with Remote Outdoor Unit -Air -Source
Outdoor Unit Model Number: WCH4304GKB•
Indoor Unit Model Number: WAHL304B"
Manufacturer: GRANDAIRE
Trade/Brand name: GRANDAIRE
Series name: 14 SEER W SERIES R410A HP
Manufacturer responsible for the rating of this system combination is GRANDAIRE
Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air -Conditioning and Air -Source
Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent, third
party testing:
Cooling Capacity (Btuh): 28600
EER Rating (Cooling): 11.70
SEER Rating (Cooling): 14.00
Heating Capacity(Btuh) @ 47 F: 28600
Region IV HSPF Rating (Heating): 8.20
Heating Capacity(Btuh) @ 17 F: 17100
Ratings followed by an asterisk (') indicate a voluntary rerate of previously published data, unless accompanied with a WAS, which indicates an involuntary rerate.
DISCLAIMER
AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for,
the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the
unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed In the
directory at www.ahridirectory.org.
TERMS AND CONDITIONS nThisCertificateandItscontentsareproprietaryproductsofAHRI. This Certificate shall only be used for Individual, personal and AN
confidential reference purposes. The contents of this Certificate may not. In whole or in part, be reproduced; copied; disseminated;
entered Into a computer database: or otherwise utilized. In any form or manner or by any means, except for the user's Individual,
personal and confidentlal reference.
AIR-CONDITIONING, HEATING.
6 REFRIGERATION INSTITUTE
CERTIFICATE VERIFICATION
The Information for the model cited on this certificate can be verified at www.ahridirectory.org, click on "Verify Certificate' link we make life better -
and enter the AHRI Certified Reference Number and the date on which the certificate was Issued, _
which Is listed above, and the Certificate No., which Is listed at bottom right 7CiRTIFICATE 131026380482890970
2014 Air -Conditioning, Heating, and Refrigeration Institute NO.:
The Metal- Shop AC Condensor Clip
IAA J 4 TA L "J7 A'J P
2541 W. Dunne//on Road
Dunne//on, FL 34433
www.metalshop.org
Phone:888-441-2492 Fax:352-522-0007
L ALL CON5T9LX1 N SNAIL BE N ACCORDANCE WITH THE 2014
FLORIDA BILONC CODE. OULONC VOUM AND ASCE 7 - 2010
P%4nM DE.MN LOADS ON BULDNCS AHD OrWR STRULiIMS.
2. F. N THE CONTRACTORS OPNIOK ANY WORK THAT 0 NDCATED N
TIe ORAWNCS. OR SPECFEO N S" A MA*eR WILL MAU IT
1 POSSEI.0 TO P MXT- A FRET CLASS OEM OF WOO, OR SHOIAD
ODCREPANCES APPEAR N MIENS" OR DETAILS THEY SHALL BE
SLRT = TO 001ER BEFORE PROCEEONC wrN WOM
A ANY QINI<>? FROM THE DRAWNCS AID / O(t Fnp QIAICE comme, msT
Be NEUTATELY BROUOIT TO THE A OF Tie STRUGTUZAL EMOTEER
SO THAT NEGMARY CHANCES CAN Be MADE AID NTENT OF THE DES" 5
CARRIED OUT TO ITS fU1PST EXTENT.
4. All AA"R/C0NECM OMTS %OIL K N ACCORDANCE VKH ASTM A-307 OR A-M F.
S TRt" M-SKN LOADS : DEAD LOADS AID LNE LOADS N
ACCORDANCE W N THE 2014 FLORDA MADW CODES. CHAPTER K%
6. Sit MAMFACT M NSTALLATM FOR AC COADEW902 LNR.
7. OE5" AID hY]EERM 5 FOR THE PETAL SHOP ANCHOR CLP ON.Y.
SEE MAM.FACTLRE- NSTRTACTIRB AND CERTF-CATG16 FOR PROPER
NSTOAU.ATION OF AC UJT.
Anchor Clio Notes,
1. The anchor dip shall be 16 gauge, G-90 Hot Dipped galvanized steel, rated for
coastal applications.
2. The anchor clips shall be Installed with #14 self tapping sheet metal screws.
3. Anchor dip in Intended for ground mounted installations only.
4. Anchor dip to be Installed on 2000 psi minimum strength concrete
pad of concrete slabs ONLY. Other pads or Installation configurations must be custom
designed.
5. Minimum 4 dips required per ac condenser unit Clip anchors shall be equally space
around base of condenser unlL A minimum of 2-#14x 3140 self drilling screws per
anchor dip. Self tapping screws to have neoprene washers.
Anchor dip shall be anchored to the concrete pad with 1/4' tapcons 1 3/4* min.
embedment
6. Attach Tapcon anchor Into concrete base per Tapoon Installation Instructions. Do not
over tighten anchor.
7. All hardware must be fastened prior to connecting refrigerant lines and electrical
power to the unit
B. 196 MPH Ultimate wind speed rating Is based on 3-second gust
on a condenser unit 10.2 sq-ft surface area facing the wind.
calculations are based on ASCE 7 and chapter 16 of 2014 FBC +++Uulu1 y
for exposure C. risk category II, unit nwelgt 500 lbs. ,0' I -° ti
9.167 MPH Ultimate winds `
oEN44
peed for 102 sf-ft of surface area
ajrl; facing the wind for exposure D, risk category III and IV for a unit
fweightof500lbs. .
METAL SHOP 0 111 - 4- ANCHOR GLIP
METAL SHOP* 113 - (o' ANCHOR CLIP
WATE OF IPP I I --
GAYS IULY 20. 2015'OIIA111+,,`
I
v
fret OF GRAV17Y OF
UNIT t AR<<RAM TO AT AT
MGBMWTNCCEKMOP
MMEDMANrALU 1T.
ANCHOW10 s FOR
ASMAM QIAFW IRtTW
LEL DOALME OR
RECTANODUIR NO
FftO AAR alAPED tRM
CONCRETE BASE OR HOST STRUCTURE
TO BE DESIGNED 9Y OTHERS. CONCRETE
TRUST BE 2000 PSI MINIMUM. SEE SITE
SPECIFIC BnNEERINO FOR ROOF TOP
APPLICATIONS OR WOOD SUPPORT MEMBERS
EXTERIOR EQUIPMENT TIE DOWN
GENERAL NOTES:
L TH 5 PRMJCf HAS BUM fTE AW AND %%ALL DE FAWXATW N ACCORDANM V M
THE 290LIZOMM OF THi 2014 FWRDA RA DNC CODE FOR USE MTHf ASCB 7-10.
TM FR=VT MAY BE LBED WTHN AID OUTSDE M HW3f VaZC Y N.Rgrke
7DN9.
AH?. N0G1O(f3TEKM AM N A44VARt STREW HAS EEHIE iLMVNTOESCMOF TN3 SY 1
ALLMAMf
MSC7f SHOW OH TAMS D 5ASW ON AILOVARE SHEAR AID TENWN LOAD! OF
t*CKA4CAL PASn*43 S. 4. rVJWM
A ISEW OMC108 AND WT:1R UM SHALL CM-001
TO SPEMCATUNS STATW Qt neft P!C1fEYRlIG S14YTS S. ALL
MCNANCAL SPECF"MA CZAR SPACE. TANACF ETC. %UAL M AS PER TIE MA"
Acusme RBoarti mina AND Ail TIE WRESS RESPOWOU" OF THE miNmum unit
weight 1301bs CONTRAcrm condensor
unit &
PASi6E97 To Ot 0 1031V Sas TAPPW BEET MAL SCW*-- DUSS IDTW oTHERVCE. ANDW
CLM'
nW 47AL
SHOP 1' ap lava 771 OR 773 CUP
AM:HW AND FASTDOM CWE Ah
M1R aP PER WE OIF ENT. (4) TOTAL (IB
GL) ATTACH: USM /143/4' SELF UPPAW"
90T MMI. SQ?M TO BLV OF
CaVP fS51'1R ATTAat 10 CONCRETE PADISM
ISM 1/411 J/4' TAPCON SCALE.
N.
T.S. STANDARD ANCHOR
SCHEDULE SUBSTRATE ANCHOR
aaoQe (T)-
V •T a/4vP LLLli71 a dtp TIHOon 1 I/e RAL OW TO COMM i }t/r uL C no
MN SIMM MIU mac OIHci r MY Ioo 7D 11T7 ADACM ANCM MAIufLN &U WAELE
LATERAL — PRESSURE WJCHW TO CONCRETE PAD) 1) CLIP AT
E CH CORNER (TDFAL OF 4 CUPS PER UHLTT) 4 CUPS I
AM OF
UNM LARGEST FACE I
HECHT I WIDTH 1 4 .TAPCON TO 4a'MAII I
24'MN 60'VM 14B
MN 7. TAPCOIa WALL
DE ITW EUDEx a ELco ERAHD. ANO SHALL a 1/441 4r aTALLED To 7000
PS M&W COFPRESSIVE STRbcm SEE m am 5aemu FOR ANOM eBaXe7EMS. EL
ALL STUL
CUPS SHALL eE ASIM Azar STM V M h . SJ rx ALL Sn*L
IFJMM !ALL DE PROTECTED ACADW COaROSoN VffW Cw0-RATED CALVAH M COATM.
SUTANh FOR N.L. COASTAL NSTALLATOM 4 NSTALL AN
CltTRVAL CROUD, VNEN OGAMO. ALL U.ECTRCAL comacno s wmm
c cmtm To me OE317ED A NSTALLPD EY ormm D. THE AoeauCY
OP ANY mim STRucnxm TO WRHSTA D apERWONO LDAOS SHALL EE VERFED
AND C NOT MMLO D N THO GERTFICAML EXC99Y
AS EXPREWLY PROVDDO HfeR K M0 AOWfDNAL GERTFICATI" OR AFFRMr&
a ARE WeNOW. L THE SYSTEVI
OETALAD H MN a A CDC= LW NSTAL ATDC TM HSTALLAIM OLES NDf PROVM
NFOLM110H FOR A STE IFELFC NSTALLAIM FOR Siff COAMnOWS OFf4RENf FROM
THE GOdDf1" OETALW MWK A LICEIISEO
EWMW :R OR RECaTERW ARC TECT S 44L PREPARE S M SPECFC DOGU'lH1T3
FOR LIST: N CONdwnaw Wf w TH6 DOCfEHf. RECOMENDEO FASTENERS 1/
4' x
1 3/4' TAF'CON MAXIMUM ALLOUTABLE SHEAR
LOAD FOR 1/4'
DIA GONG MM FASTENERS IN 21D00 PSI
MINIUWI STRENGTH CONCRETE IST 325
LEIS. PULL OUT TENSION LOAD) STRENGTH
OF TAPCON IS 505 Les WITH
1 3/4'
MIN. EMBEDMENT SINGLE SHEART 325
LEIS TENSION, 505 LESS
1. TE-DOWN
CLP" SHALL BE FAMO(ED TO MFLFWRAL H== LUT WRN (2)-/T49/4' SYS MADE S 9M MU& 972E-- 2. MOCR11CAL HOUSM
UNT SVU LONFaral TO THE F0t1DWM A). AUAR M
FRAME OR Dffff a MEW %MLL BE 605 -TS WL AURA" 9EET WRN F%)-= 1% 0=25' MUL TFic 0M n MM IfaEM
LWTS MOU HE 3= MN . STEO- GRADE 33. 22U W. (GAM-J, a. MA)MM
A UDWAMI WPM PfESSRM WY BE EOUNAUNT DUE TO TIE 1AO= CAPACOY OF TE H' CLIP. 4. A MAIWHM
ALLDV E %%UE OF 200 PSP HAS BED@ URMD. FOR HCIER ODUND CAPiWES COMACT TM Od=dUR FOR SITE-SPFCFIC DESHMAr. DAYS JULY 20. 2013 D STATE OF
u!
lzD: m •
10
CEMM OF L7UVMY OF
UOT • ASKAM M ATAT
THE OED Ellin ClINTEi OF
THE 1lO4AirAL WT.
ANQIOaNO IS FOR
REOLiMt SHNrfl UNTO
L8 OOALM Olt
REUTANQIAIL NO
raf+94A/LR (RAPED LNTTTI
HIGH VELOCITY HURRICANE ZONE
tam NN low
UR = NAA17.
fmouWEA
VIM
r
E
Vaim (1) aP' IQ Em" awn
AS SIM VIM r NQ MIST
INS AFK?pR1W fkTAr MIL NTMAW A Po„ ow Or 1mw4rx tow
Lam" °vNgymm
186 ow Fxp acut EXTERIOR EQUIPMENT TIE DOWNCofI
Mm, WAIS112V or. i6) MPH for EV D.
W IF or N SCALE N. T.S.
STANDARD ANCHOR SCHEDULE
SUBSTRATE ANCHOR
CaCItIC (}t/Y n 1/4Vn IAYna a1 Ono UPDX 1 1/4' PAL DOW W =M=L 1F1/17 rL
C Mm 1AL a1aLm NIL) CM MUNI, r rL VWW W An AM=ZVF ADO.
NAIfOMI ALLUKA11E LATERAL TOO PRESSURE (MOOR M CONCRETE PAO)
1) CUP AT EACH COIRE)t (TOTAL OF 4 CPS PER 1•47)
I LARGESTOFT F I I#T iIR1 TAF'oDN_ lD
45'WX 1 24-M
JAL AAAAAL ii.
GENERAL NOTES:
L " PR== HAS El%rH OEMWO AID MIALL W FABWATW N ACCOROAMM WITH
TW 4EOAMPUIT5 OF TIE 2014 FLORDA BUILOW COOK FOR USE MTH AWE 7-10.
THIS PRODUCT MAY BE LOW MTHN AND GUTIDE THE NCH VELOCITY I4:rJOCANE
7QE.
2. N0 VS{ NCTttI* N JU1dVAELi STVIM Way Phil t 9 N IND OE'XJl OF THISAICSIOfflYlTBt
S ALLdrAaW OE!W SH W1 ON TAEL93 D IIASW ON ALLT OVAMEAR AMP TEOeaM LOADS
OF rECHA CAL fAST1*EdM 4,
MAMNs ! rfJtW areal" AIp VEIGI f LNRS MULL CO
FORM TO SPOCiiCATI" STATED ON THE= bCaC*R C MEET! S.
ALL MCIWICAL VOCFCATOW, CLEAR SPACE. TOIULE, ERC. 34AL Be AS PER THE
MANFACfl539 RECO I aVATpa AND Aft THE EXPRESS RESPO SOLlTT OF Tie CONTRACTOR.
fL
fASrte , TO E i 14 7/4' SELL TAPP C SeeT METAL SCREWS LN M NprW ODERVlE. 7.
TAPCOO MULL E RW E AM GE B W WAND. AND WALL W 1/4' VRH 1 3/
4' W MVPEW. NSTA JW TO WOO P! M qjL" C rV tSWE STMCM
MM ANCHOR 504EDLLE FOR ANLIDR ff4LWE VWI a
ALL STUL CLPS MULL W ASTM A203 STEEL WrTH Fv - ].t RSL ALL
STEEL KiEERS MULL BE PROTECTED ACANST OORROWN MIN CqO-RATW CALVAIQEO
COATNC. MITAOLE FOR ALL COASTAL WTALLATVHL q.
NSTALL AN EUCTRICAL CROUP. WEH RILED. ALL ELWTWAL COIECIIRC
WUA7pC LROIDS TO E P[dMw It WTALLW OY OTIERS, 10.
THE AVWJACN OF ANY MISTING STRUCTLIM TO W WAND S{PPa'POSW LOADS MULL
RE VERLM AND O IIOr MWW N THIS
CTRCTFCATIOK ERLEPT AS mww41Y PROVDEO H N0 AOL1ffY NL CERYFCATIRa
OR AFFRM IVNS ARE MENDED. IL
THE SYSM DETALW MMN lS A CEHM LM NSfAUAIM YM WTAlLAT10H ODES
NOT FROND!:rfMUTDH FOR A SITE XVMC WrALLATIOL FOR SITE COp1MOaDIWS1tIRFROMTIEcoma" OITALW MRW
A UMM D46T OR RECISTERED MCffT %"L, PRT9ARE SITE SPGCFC
DOOI"" FOR Lad, N co"Wf1ON MTH THS POCU'EM. RECaMENDED
FASTENERS 1/
4' x 1 3/4' TAFIOON MAX1'
1UM ALLOWABLE SHEAR LOAD FOR
U4' DIA CONCRETE FASTENERS IN
2 OO PSI MINIU UM STRENGTW CONCRETE
1ST 325 LBS. FULL OUT TENSION
LOAD) STRENGTH OF TAPGON Is 505
LBS WITH 1
3/4' MIN. EMBEDMENT, SINGLE
SHEAR, 325 LENS TENSION.
SM LBS 1.
TIE-OOWW CEP" SIWL E PASTDIED TO LEM Mt1C& HOLISING UINT MTH ("140/4• STS MODE O SHIM WIX SCREWS 2.
NEL7NNCAL Himm UHT Simi. SafaOI TD THE FmLowm A).
ALUIMN nwa OR woom HOUSHO woo BE ODfL}TS Tr1 ALLTAi1N SIM MTH 1`0+ 210 16L OM2V UK THICID43& 4
STEEL HOLISOO WIS SHALL E &VW UN . STEM. GRADE as 22 GAGE ISIL. (b,O.4n NAMM
ALLOMMILE MID Mt =AM MAY E EGLNALM DUE TO THE LWM CAPACITY OF THE 1' CLIP. 4.
A NANSM A„nr rE VAUE OF 20D PSI HAS KEM LITLJZ@ FOR IDCFi)t DIE"V CAPACITIES CONTACT THIS D4CIUM fat SrrE-SPECFC EI631E3315I0. T114
qz
A744M
ur OBTATE
OF OR `°°,
r, lULT
20, 2DL7 Af/ONAA-3 I 4t• DAT15 f4fillaltI ..
UPL IFT
f -
0
F2 0 °
4'
F2: 2400 0
0
F1: 3250 MODEL 6111 SHOUN
USE MIN. OF 2- 014x3/4' SCREWS FOR 4' CLIP
USE MIN. OF 2- 014x3/4' SCREWS FOR (o' CLIP
USE 1/4' xi 3/4' TAPCON TO CONCRETE PAD
METAL SHOP 0 111 - 4' ANCHOR CLIP
METAL SHOP 0 7-13 - (o' ANCHOR CLIP
MAX UPLIFT: 5050
A/C ANCHOR CLIP
LOAD CAPACM FOR TAPCON!
Csawa.°°°
Temm
1/4' H 4.
HI
LOW
20
U40
L850
LLGRO
2210
880
LOqO
1160
L320
L420
Lead (m.)
1/4' rI`-V4
HI
724
I
L053
k270
L420
2.130
2770
2.140
2.3W
2580
6q0
q24
L125
L720L040
LqW
pia
NOTE
nw vd,o bud above m dL=W loud c%¢tn far TAPC*S `
dvd AWA by reduced by trMa wtn factor or 4 r .nor
to deLentr t1w a mablr vmlrq bad. u Lir "cLce as pro&=
Lrbcum Qdra ror drteb. The camel of habv bloaft andbrri
SWEET vo to q+nly. The lmd copwLm bud above ter baby bbd awl brv* o1
METAL Tapcon
dner rb' t8a wood *
n '. • ob iu uau *old be cmAst.d to
SCREM
RECOMMNDED FASTENERS
usn L6n' manvb.
ffm
V4' x 1 3/4' TAPC,ONLY
SLIM MAXIMUM ALLOWABLE SWEAR LOAD
V4I D/4' FOR 1/4' DIA CONCRETE FASTENERS 3 e O
IN 2000 P51 MMIL"JM 5TRENGTW V CONCRETECONCRETE15, 325 LBS. FULL OUT PAPP(TENSION
LOAD) STRENGTH OF TAPGON IS 505
LB8 WITH ttuuruq
Ea METALFASTFFERS
SLE
5NE 925 LEtS ,,`, RJG•r'HOEHgi Nobs:
TENSION: 505 LB8 •• •••• why
74a69—
L
Altarnative faetaneyrs nay be used as shown In the
details. All fasteners oust meet or exceed the
safe working load vakm specified N the STATE OF F
manuractlrer,
and shell be approved by the 'i0'L A ,, ? " bulldlig
ofneclaL ,,,Fee/ NAL ^-4 JULT 20.
2015 rlrrrlrlrlTT
If7
CERTIFICATE OF APPROPRIATENESS
HISTORIC PRESERVATION BOARD
CITY OF SANFORD
300 S. Park Avenue
Sanford, Florida 32771
407.688.5145 • www.sanfordfl.gov/HP
THIS DOCUMENT MUST BE POSTED AT ALL TIMES UNTIL
PROJECT IS COMPLETED.
ISSUED TO:
Barbara Farrell
for
1204 Palmetto Avenue
Sanford, FL 32771
BP#16-871
DATE ISSUED:
March 22, 2016
DATE EXPIRES:
September 22, 2016
Approved to replace AC unit in location depicted on Figure 1 (attached).
Russ Gibson, AICP
Planning and Development Services Director
Please be advised it is the owner and/or agent's responsibility to notify staff of any potential changes from
the approved COA that arise and obtain approval prior to commencing the changes. This Certificate of
Appropriateness does not constitute final development approval. The applicant is responsible for obtaining
all necessary permits and approvals from applicable departments before initiating development.
IS A BUILDING PERMIT REQUIRED FOR THE ACTIVITY LISTED ABOVE? 0 YES NO
Building Depa tment Representative
m
APPLICATION #
FOR A CERTIFICATE OF APPOPRIATENESS
Answer all the questions on this form and submit all required attachments. Incomplete applications will not
be reviewed. If you have questions about application requirements contact the Historic Preservation Officer
at 407.688.5145 to ensure your application is complete.
General Information
Downtown Commercial Historic District[] Residential Historic District Is this a retroactive request? Yes No
Is this application filed in response to a Notice of Violation from the Code Enforcement Department? Yes No,®
Proposed improvements will affect the following elevations; North South East West
Property Address:
Property Owner Information
Print Name:
Mailing Addr
Phone: Di
Applicant/Agent Information
Print Name:
Mailing Address:
Phone: 26, 4/% 9 t—1 Email: k +'n h va !_ Signature: j
BY SIGNING_BELOW_YOU ACKNOWLEDGE THAT. A. BUILDING. PERMIT_. MAY BE REQUIRED. FOR THE
SCOPE OF WORK LISTED BELOW. YOU MUST CONTACT THE BUILDING DEPARTMENT TO
DETERMINE IF A BUILDING PERMIT IS REQUIRED. FAILURE TO OBTAIN A BUILDING PERMIT WILL
RESULT IN A STOP WORK ORDER, DOUBLE PERMIT FEES, AND POTENTIAL FINES. BY SIGNING
BELOW, YOU ALSO ACKNOWLEDGE THAT THE INFORMATION CONTAINED IN THIS APPLICATION IS
TRUE AND ACCURATE TO THE BEST OF YOUR KNOWLEDGE.
Signature: Date:
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Description of proposed work
Completely describe the entire scope of work, including changes in material and color, and methods that will be used to
accomplish the proposed work. For large projects an itemized list is required. Use the reverse side if necessary.
HISTORIC PRESERVATION BOARD • 300 S. Park Avenue • Sanford, Florida 32771 •407.688.5145 • www.sanfordfl.gov/HP