2240 Windsor Lake Cir - M18-004594 - HVACT
t
CITY OF
w Sk 40RD PERMIT APPLICATION
BUILDING DIVISION
Application No:
1
Documented Construction Value: $ V 06
Job Address; Cb (IY 1G° f IA 6 i rC-{ ' Historic District: Yes NoM
Parcel ID:- /,P) " 010 0660 — O q5 a Residential ] Commercial
Type of Work: New Addition Alteration Repair 9 Demo Change of Use El move
Description of Work: 14yozeAge W . 1-7ri5fP41o rK 3_. J -roid Ayf
l t—ys e m Plan
Review Contact Person: Title: Phone:
Fax: Email: Property
Owner Information NameWle'
tk- b t JY! Phone: -7 7' r a %`" O g 7 p Street: (
in& Sd r IAKe 61 Y_d e Resident of property?: VIF S City,
State Zip: _<_A4 L4 ,rd I Ft--
3
a-77 3 Contractor Information Namekte
Atr l!
6)'t rGJ J 4'— Phone: Street: (&44erpr'seVJ
Fax: 7 7 3 c ACt 3.
3City, State Zip: S-IC70.1~ State License No.: Name: Street: City,
St,
Zip:
Architect/Engineer Information
Phone:. Fax: E-
mail:
Bonding
Company: Mortgage
Lender: Address: 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 iustallatiou has commenced prior to the issuance
of a permitand that all work will be peri`ornted to meetstandards of all laws regulatingconstruction in this jurisdiction. I understand that a separate
permit must be secured for electrical hvrk, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shalt. he inscribed with the date of application and the code in effect as of that date: 6'b Edition ,,(2017) Florida Building Code
NOTICE In addition to the requirements ofthis permit, there inay be additional restrictions applicable to this propertythatmaybe found in the public
records of this county, and there may be, additional permits required front other governmental entities such as water management district- state
agencies, or federal agencies,
Acceptauce ofpermit is verification that i will notify the owner ofthe property of the requirements of Florida Lien law, FS 713.
The City of Sanford requires payinent of a plan review fee at the tine of perinit submittal. A copy of die executed contract is required in order to
calcidate a plan review charge and will be considered the estinialed construction value ofthejob at the lime ofsubmittal. The actual construction value
will be figured based on die curreat ICC. VoluationTalk in effect at the time the permit is issued, in accordance with local ordinance, Should calculated
charges figured off the exectued contract exceed the actual construction value, credit will be applied to your permit fees whieu the perruit 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,
X
Signature of Owner/Agent Date Signature of ContractorlAgent Date
64cCQ MyAaker—
Print Omer/Ageot s Name Print Contractor/Agent's Name
Signature of NotarrState of 11orida Date Signature of Notary -State of 17orida Date
Owner/Agent is Personally Known to Me or Contractor/Agent is t''e.,oilD
ersonally Know Me or
Produced ID Type of ID Produced ID
BRENDA GALE HARNISH
LfaBELOWISFOROFFICEUSEONLY = :`: NotaryPublic-
nE Dec69202t
rt BoWert through National NotaryA.rtar
Permits Required: Building Electrical Mechanical Plumbing Gas fTj—
Constructionion Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: _
New Construction: Electric - # of Amps Plumbing - # ofFixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES: WASTE WATER:
FIRE: BUILDING:
0 ENERGY REDUCTION GUARANTEE.
If You don't save at least 2S76 an your
energy consumption in the first year, we'llpaythedifference.
ON TIME GUARANTEE(q O.CkY2ifWOdon't complete the work within
days we agree on, we will take $ 100 off, the price
State KumLIC #CAC18.1 33 2911, 2985 Enterprise Rd. Suite A Debary, Florida 32713
0 24 HOUR SERVICE GUARANTEE
if You hove a problem.duirins the warrantyPeriod, we'll haY6 0001ing or hooting inyourhomewithin24ho6rsoTwe'll pay foryoutospendthenightInahotel
ffsmPorcry cooling or heating may appl)j.
1901rdlffleQ -
M`61*
6WIll lie no more than a cllffeirence
between, room 6foiofwe *11 rebalance the air 104dos.free. COMPLMOMPAYEISISMATIFOAT:
I customer
a4Aqq6dg&s 1hdj priorto sjpjtnq #dS ppM] h. h. M - terms kdd &nOn -d h-hY —01 p-p-W Indding tho cxidlgons on the WhkbareapartoFdwproposalodthecMBUM'
SJUGM TO CANCELL47 THIS
JSA HOME $0UCffpI0NMW AM IF YOU DO NOT W GOODS OR SERVICES Y0UMAYC4NqE1 7vp5oo FOSIMRKEOREFOMM
MSAGUaWffByMAWNGAIWT?CET0WESWR 7Hj$N0gCEMWqE ONGMorIM7HM) BUSINESS DAYAFTER YOU AC,1664wj. IF YoE) CIANCF M4yWAF1 M PART PAYMEW,NOT TOEXCk6lHE99FROF5PERCENrOFTKCn _L TWS AGREEMENT, ASHPRICEMOTEpffSaUR ARrOFANYCAM MM HIEUMANG
Date:
Signa
Dote:
JI l Cf www-
aceac.com Rn Inn
AHRI Certified Reference Number: 9100303 Date: 11-20-2018 Model Status: Active
AHRI Type: HRCU-A-CB
Series: LX SERIES'
Outdoor Unit Brand Name: YORK
Outdoor Unit Model Number (Condenser or Single Package) : YHE42821
Indoor Unit Model Number (Evaporator andlor Air Handier): AE42CBF21
The manufacturer of this YORK product is responsible for the rating of this system combination.
Rated as follows in accordance with the latest edition of ANSI/AHRI 210/240 with Addenda 1 and 2, Performance Rating of Unitary .
Air -Conditioning & Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, independent, third party testing:
Cooling Capacity (A2) - Single or High Stage (95F), btuh : 41500
SEER: 14.00.
t"Active" Model Status are those that an.AHRI Certification Program Participant Is currently producing AND selling or offering for sale; OR new models that are being
marketed but are not yet being produced'Production Stopped" Model Status are those that an AHRI Certification Program Participant is no longer producing BUT Is still
selling or offering for sale. Ratings that are accompanied by WAS Indlcate_an_involuntary _re -rate. The new Dublished rating is shown along with the previous fi.e. WAS) ratino.
DISCLAIMER
AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibillty for;
the products) 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 motteis and configurations listed in the
directory at www.ahridirectory.org.
TERMS AND CONDITIONS
This Certificate and its contents.are proprietary products of AHRi. This Certificate shall only be used for Individual, personal and
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, AM
personal and confidential reference. AIR-CONDITIONING, HEATING,
CERTIFICATE VERIFICATION & REFRIGERATION INSTITUTE
The information for the model cited on this certificate can be verified at www.ahridlrectory.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.
131872137253359494 :- 2018Air-Conditioning, Heating, and Refrigeration Institute AT NO:
SCPA Parcel View: 12-20-30-514-0000-0450 http://parceidetaii.scpafl,org/ParceiDetailInfo-aspx?PID=1220305.,.
I
I Property Record Card
P i Parcel: 12-20.30-514-0000-045
sc* oceotxrartrux Property Address: 2240 WINDSOR LAKE CIR SANFORD, FL 32773i
Parcel Information Value Summary
Parcel 1111
2
20 30-514-0000-0450 l , I -- - 2019Working12018 Certified 11 Owner(
5) , HOANG, HIEU i , E ---_- ----Values----1 Values I -
Valuation Method i Cost/Market Cost/Market ? iPropertyAddress12240WINDSORLAKECIR __._.SANFORD, FL 32773 j ;
Number of Buildings 1 1 IMailing2240WINDSORLAKECIRSANFORD, FL 32773 I Depreciated
Bldg Value $141,505 $134,236 1 i SubdivisionName, WINDSOR LAKE TO HOMES - .. ..... .........._..... _ f;
Depreciated EXFT Value , TaxDistrictIS1-SANFORD 1
LandValue (Market) $22,000 $22,000 DORUseCodei0103-TOWNHOME i
I Land Value Ag Exemptions1---------..._. Just/Market Value " $163,505 $156,236 n
Portability Adj Save
Our Homes Adj $0 $0 j I
u I ! Amendment 1 Adj 0 i 1 _
r -•: Assessed
Value ± $163.505 $156,236 co
Tax Amountwithout SOH: $2,932.45 2018
Tax Bill Amount $2,932.45 L / ' p (
Tax
Estimator Save
Our Homes Savings: $0.00 i Does
NOT INCLUDE Non Ad Valorem Assessments Legal
Description LOT
45 _._..._.. _......_.._ _ ....................._. WINDSOR
LAKE TOWNHOMES PB70PGS44-
51 Taxes
Sales
Description
WARRANTY
DEED SPECIAL
WARRANTY DEED SPECIAL
WARRANTY DEED Find
Comparable Sales Land
c;
Method Frontage LOT
j
Assessment Value Taxable Value 0
163,505 0
163,505 0
163,505 j 0
163.505 0
163,505 t Date
I Book T ......._ _ Page
i Amount I Qualified 1VarJlmp _ 7/
1/2015 08519 0273 $147.000 i No Improved 9/
1/2010 07461 0414 _ $138,000 ;Yes Improved ......__ 2/
1/2010 07336 0569 b60,000 Yes Vacant Depth
1 Units Units Price r i LandValue1 $
22,000.00 $22,000 I Building
Information Is
Bed/Bath count Incorrect? Click Here.,_ j
1 ! Year Built I # :
Description ;Actual/Effective i Fixtures I Bed Bath Base Area Total SF Living SF Ext Wallf
II
i
Adj
Value ! Rep[ Value I Appendages I
of 2 11/20/201 s, 12:05 P`:5
bMP INTERNATIONAL, INC.
MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS
tCENTEROF GRAVITY
ASSUMED TO ACTATTHE
GEOMETRIC CENTER OF THE I+
MECHANICAL UNIT.
fMECHANICALUNITNMUSTBE25SQUAREOR'RECTANGULAR, i ANOIRREGULARSHAPES. 2 z
Q
N
j 3• MAXT/YP.
MOSTSTRUCTURE DESIGN /
BY OTHERS. SEE DESIGN-
SCHEDULES FOR '
ALLOWABLE SUBSTRATES .
7SLB MIN. WETGMT,
i MECHANICAL tIaT
PPER SEPARATE
I
I
I
CERTIFICATION, TYP.
I
I tCEGRAV DF SEE DESIGN
SCHEDULE FORIGRAVITYMAXIMUMSURFACE
AREA AND DESIGN
PRESSURE, TYP.
I STEELTIE -DOWNOLDS.
1,Z SEE DETAIL W & 2/3rCLIPINFORMATION,
3— , YR
r MAXTYP.
331MAX -'TYP.
MECHANICAL UNIT TT'• .
N'Em-NEm..
TIE-DOWN ISOMETRIC_
I'1'-0' ISOMETRIC WILLYARY PEKNUMBER
OE q.IPS TYPE
C7-C4 ON SHEE(2 TIE -
DOWN CLIP DIRECTIVE EXAMPLE THE
FOLLOri1NGEXANPLE iLLLSTRATti•STHE PROCEDURE USED TODETERMINETHE NAXOMUMALLOWABLE ROOFTOP INSTALLATION MECGNT, M, FOR ANYGIVEN MFCAMIICALUNITTATCONFORMSTOTHEEOMEHSIONRESTRICTIONSAND' OE$RGN pR[IEgIA LSTBON81pN. Sa3: SHIEE7" 4-S FOR DESIG7fSCIEDUlUS.) . MECHANICAL
UNrr CRITERIA, CONSIDER
THE INSTALLATION' OF (1)' MSCHMICAL UNIT WIH1THE FOLLOWING CUTERUi. VuR.170 MPH, EYPOS'URE W 48'
TALL x 4B' DEEP x 40' WIDE, 100 LB (WEIGH[ AS VERIFIED BY OTHERS) INSTALLED
TO 3000 PST MIN CONCRETE WITH (1)-2' CUP AT EACH CORNER OF UNIT (TOTAL OF (4) C IMPRacmxmc
STEP RESULT THE
C 2 M1NETHECONNELTTONTYPEBASED::::::::! GOH/N ON TYPE3nONTTONMINEDESIGNSCHEDULETATMLSITCIS )NTBIDED FOR AVrJb.170 MM(, E:OOSURE $'.THIS DffiCTHCORRESFONb$ TOTAKE5NTNBLARGESTFACIEAREAOF.MECH48'CMB'.16FT T =
UNIT HEIGHT OF 40- IS EQUAL TO THE MAXIMUM ALLOWABLE HEIGHROF 48'. MAXIMUMUNITHEIGHTRESTRICTIONNOTL THIS ARDOUC7APPROVALAUDINS THE ON2T 70 ldONSTALLED ON TOP OPANA/C STAND7lfAT15 A MA1lTANW3O-TALL 2PAt4A/CSTANDa U OHECJT70SEETNATTWSTANDDOESNSTEX=W jo-SV N Mr THE
ALLOWABLE ROOFTOP HEIGHT OP THE INSTALLA71ON THIS UNIT MAY BE INSTALLED AT ROOF HEIGHTS LESS THAN OREQUAL 70 IS FT. SEE (•) ON TABLE S FOR THE NUMERICAL VALUES OF THIS DESIGN EXAMPLE e'
LL:
DESIGN .
NOTES: = ^ THIS
PRODUCT. HASBEEN DESIGNED IN ACCORDANCE WITH ASM 7-10 ANDTi.OR1DA -$ BUILDDIGCEDE2017 (6TH EDITION) FOR USEWITHIN AND OUTSIDETHENIGHVl MURRIHSINE
ZONEAS INDICATED IN THEACCOMPANYINGDESIGN SCHEDULES. THE DFS 4HCtiTEtAUSEDt0C:MGUTATETHE#LLOWADLE ROOFTOP HETGINTS CONSIDERS FSC SECTION1609.8 Ha- NON-HVH2 ANpSKiION 1620.E FOR HVMZ DASCE7 SECTION 29A.1 FORINSTALLATIDNSATGTADE' (CTy;..w.1.90 LVITHDi THE HVHZ & OUTSIDE THE MVMZ, (
A C G.
3..-..LS FOR ALL LOCATIONS (CONCURRENT) . ALL OTHER OL,MNVARIABLES AREINEWITHASCE7-10 pLWTERS 26 & 29. TIE HEIGM•' LISTED IN THE D=GM SCHEDULES REPRESENTYME ALLOWABLEHEIGHTOFTMEBUILDING. THIS PRODUCTAPPROVALALLOWSFOREACHUNITTOMINSTALLEDONAMAXIMUM3G' TALL AUCSTAND (HERTJ =TION BY OTHERS) ON TOP OF THEHEIGHTS LISTED IN THE DESIGNSCHEDULES. GENERAL
NOTES: 1.
NO 33-In% INCREASE IN ALLOWABLESTRESSHAS OEMUSED IN THEDESIGN OF THE; SYSTEM. 2.
D=GN IS BASED ON omv PROVIDED PRODUCT AND DIE SHEEIS FRCP TST REPORTSLMjgr<01 4,')BfA, *TE. 019MG78 BYTSTING EVALUATION LABORATOA= INC. NO SUBSTITI=RINS WITHOUT WRITTEN APPROVAL BY THIS ENGLN130t SHALL BE PERMITTED. 3.
MAXIMUM & MINIMUM DMEMMONS AND MINIMUM WEIGHT OP MECHANICAL UNITSMALL CONFORMTOSPECIFICATIONSSTATEDHSION. ALL MECHANICALSPECIFICATIONSCEARSPACETONNAGE, M) SHALL'BE AS PER MANUFACTURERREODMMENDATIONS ANDARETHESWAMREsPONSMUmOFTHECONTRACTOR4.
FASTENERS TO BE Al2 X *• OR'GREATER.SAE.GRADE 5 UNLESS NOTED OTMERwSE. TAPCDNSREFERREDTOHEREINSHALLBEITV &>bDOC BRAND. CARBON STEEL ONLY, INSTALLEDTO3000PSIMINCONCRETESMANCHORSCHEDULEFORANCHORRMLAREKEWMALL. FASTENERS SMALL HAVEAPPROPRIATE -CORROSIONPROTECTION TO.PREVINr ELECTROLYSIS. S.
ALL STEEL CUPS SHALL DE ASM A203 STEEL (GRADE O), W17H Fy.33 KSI OR BETTER. ALLSTEELMEMBERSSHALLBEPROTECTEDAGAiPSTCORROSIONWITHANAPPROVEDCOATOFPALRT, ENAMEL OR OTHER APPROVEDPROTECTION, G%O4ATED COATING REQUIREDFoRALLCOASTALINSTALLATIONS. 6.
ALL CONCRETE SP(3CIFIED "MUM IS NOT PART OF TMSCERTIFICATION. AS AMINIMM, ALL
CONCRETE SMALL BE STRUCTURAL CONCRETE 4- M1M Tt=AND SHALL NAVE MINMUMGDMPRESSIVESTREWTHOF3000PSI, UNLESS NOTED OTHERWISE7. THE CONTRACTOR IS RESPONSIALE.T OINSULATE ALI. MEMBERS FROM DISSIMILAR ARMATERIALSTOPREVENTELE,7RDL=L 8.
ELECTRICAL GROUND, ND, WHEN REQUIRED, TO BE DESIGNED 6 INSTALLED BY OTHHLS. 9. THE ADEQUACYOF ANY MaSTINGSTRUC[URETO WITHSTAND SUPERIMPOSED LOADS SHALL
BE VERIFIED OYTHE OHSITE DESIGN PROFE651(XNAL AND IS NOT INCLUDED IN THISCER71FICATON.EXCEPT AS EXPRESSLY PROVIDED HEREIN, No ADDITIONAL CENTIFWATIONSORAFFIRMATIONSAREINTENDED. 10.
THE SYSTENDETAD.FA H510M S GENERIC AND DOB NOT PROVIDE INFORMATION f01 ASPECIFICSITEFORSITECONDITIONSDIFFERENTFROMTHECONDIYLONS:DETADB) HEREIN, A,UCaMED ENGINEER OR REGISTERED ARCHITECTSHALL PREPARE SITE SPECIFICDOCUMENTSFORUSEINLONIUNCTIONWITHTHISDoCUMENCiLWATER-T7GMMKS OF EXISTING MOST SUBSTRATE SMALL BE THE FULL RJSPONSIS¢ITY OFTHEINSTALLINGCONTRACTOR. CONTRACTOR SMALL.ENSURE THAT ANY REMOVED ORALTEREDWATERPROOFINGM943RNHE-IS RESTORED AFTERFAMCA71CIN AND INSTALLATIONOFSTRUCTUREPROPOSEDHEREIN. THIS ENGINEER SHALL NOT Be RESPONSIBLEFORANYWATERPROOFINGORLEAKAGEISSUESWHICHMAYOCCURAS WATER-TIGNINESS 50" BE THEFULL RESPONSIBILITY OF THEINSTALLING CONTRACTOR. 22.
FOR AN DCPLANATION OF F]TPOSURE CATEGORIES THAT ACCOMPAMY THE Vat WIND SPEEDSUSEDINTHISAPPROVAL, SEE SECTION 26.73 OF ASCE7-10. w
Ncc
o
RL a15-
2378 I
zp W
N
f \\\+ 1' CLIPS _ 3' MAX R
TYP.
TYP. f 3'MA),' TYP.
3• MAX 41TYP.,N\ 3' uH
ANCHOR SCHEDULE:
9" CLIPS
SUBSTRATE Descom mm
1)-5/1610CARBON'SYM
TTW BUIDEI(TAPCDN,
CONCRETE: U,- FULL EMBED 704' MUCK MIN, cowo ETE, 3%- MIN.
3000 PSI MIN.) EDGEDISTANCE, 3Ri." MIN.
SPACING TO ANY
ADJACENT ANCHOR
AWNBIIUM Ij-e14SAEGRADES
MIN SWEETMETALSEW.TO
T 6061-TS A PRDIDDE (S)
MIN. ALUMINUM) PITCHESAITGIg MM PAST
THREAD PLANE
STEEI- 1)-414 SAE GRADE 50.12rmm. SHIFT METAL SORRY TOTKCK. 33 KSI STEEL, PROVIDE (S)
MIN. STffia PITCHES MIN. PAST
THREADPLANE 2"
CLIPS 4 WOSTYA7D
DE:Gt2PTiaN -. eAaeo"
ITW
Sulu f UAPCONL CONCRem,
W FULL EMBEDTO "". 4'
THICC MIN, CONCRETE, 3%* M..', 30DO
PS( MIN.) WGE DISTANCE, 3Y' PIN. SPACING
TO ANY ADIACENT
AN01OR. ALUMINUM:
2)-s14 SAE GRADE S 0425'
MIN. SHEET METAL SC RWSTO T14CX6
6061-Tr ALUMINUM, PROVIDE (5) - MIN.
ALUMINUM) PITCHES MIN. PAST THREAD
PLANE STEEL
2)-e14 SAE GRADE I 0.
125' MIN. SHEET METAL SCREWS TO THICK.
33 KST MIN..
SIEEL) PfrCHE.4PASTTHREAD
PLANE L
EMBEDMBITAND EDGEDISTANCE OCGUDLi F]NtSiH85, 1l APPL1C18LE. f
Cli 2. ENSUREMU/TMU"mGEOISTAMCr;ASNOLEDINANCHORSCMULE CONNECTION ( TYPE E +A 3. SEE DETAILS ON SMEE73 FGR ANCHORS ATTAC = TO MEOHAMCAL:UNIT. CONNECTIONTYPEC21' CLIP - UTILITE (1) AT EACH CORNER FOR ATOTAL OF (4) PER.UN[T Q. 1'
CLIP - UTL I7E (2) AT EACH CORNER FOR A TOTAL OP f81 PER UMT W^
Z O
Rx u 2wRn Kw Cpu{ N
MAX
irGIPS3' TYP.
TYP. z 3''MA a\
X
i t
S
3'
MAX TYP. .
Vfi
SN uN1T
wmtH 6•
MAX 6' MAX CLIPOFFSETCLIPPARRSPACINGCUPOFFSET3'
TI'+' MECHAMCAL CLIP -CUP UNIT PER SPACINGSEPARATgCERTIFICATION
UTILIZE (
4) CLIPS EA SIDE OF
UNIT FOR A TOTAL OF 8)
PER UWr r,.,
CONNECTiON TYPE C3 n_CONNECTiON TYPE C4 0_ALTERNATE (8) CLIP DETAIL 2' CLIPS - URLIZE (1) AT FJ1C7( CORNER FOR A TOTAL OF C41 PEA LIMIT Z. -
l7TIlQE (2) AT EACH CORNEA FOR ATOTALOF f8) DER UNIT 3 N.T.S. PLAN VIEW THIS
DETAIL MAY BE USEO AS AN ALTERNATE GEOMETRIC PATTERN
FOR ALL. CONNECTION TYPES THAT Unuze (2) CUPS
AT EACH CORNER FOR A TOTAL OF (8) CLIPS PER UNIT.
IN
FOR ANY CLIP
LONGER THAN 10'
0.19' UTILIZE (5)-N12 SAE
GRADES SHEET
METAL SCREWS, TM
0.068` TH10C
AST" A283
STEEL. TYP.
p
p
yp
3)-912 SAE GRADE 5 c GSHEETMETALSCREWS1n4 %
pFORCLIPSUPTO5-.^', o
LONG. UTILIZE (5)-i12 .. pSHEETMETALSCREWS0
FOR CLIPS LONG9t Y
THAN S, TYP. m
HOLE, WITH p . IJVIIJI ANCYviaANCHOR FROM 1'
0.75 C31P ANCHOR e
SC HEDULE, TYP.
DIMENSIONS0.37S
d6+,/ SIMILAR)
yo
0 1" CLIP ISOMETRIC DETAIL
3 N.TS. ISOMETRIC
a.1zs•
0.072'OR
0.113• THICK JIIY/
ASTM A283
STEEL, 7YP. 3)-I12 SAE GRADE 5
SHw METAL SCREWS
FOR CLIPS 4' LONG.
UTn na (4)-112 SHEET
METAL. SCREWS FOR
C]PS LONGER THAN 4•,
TYP.
40 HOLES, NOT TO
BE USED FOR
ANCHORS, TYP.
375'
FACTORY -MILLED Wo HOLES' r0, UTILIZE (1) OR (2) ANCHORS p02FROM2' CUP ANCHOR Y
SCHEDULE, TM
2 2" CLIP ISOMETRIC DETAIL
3 7V.rS ISOMETRIC
MECHANICAL UNIT BY OTHERS. ALUMINUM
HOUSING UNITS SHALL BE 6063-76 MIN,
ALUMINUM SHEET -WITH FtY-30 KSI, 0.175
MIN. THICKNESS, STEM HOUSING UNITS
SHALL BE ASTM ASS3 Fy-33KSI MIN.
STEEL, GRADE 33, 22GA MIN. (t-0.0299-).
0.068' THICK ASTM
A283 STEELCLIPTYP.
BASE OF UNIT SHALL
BE FLUSH WITH.BASE
OF CLIP, NO SPACE
PERMITTED, TYP.
3)-f12 SAE GRADE 5 SHEET Z ALL No pE00<65, METAL SCREWS FOR CLIPS LIP TO
S'.LONG. UMnE(5)412SKEET
METALSCREWS FOR CLIPS aLONGERTHAN5'. PROVIDE (5) p '•. STATE OFPITCHES
FOR SMS,, THREAD PLANE
TYP.i x"•• FLORLO?;.
PER sS 0((A 1NCHORAANCHOR
SCHEDULE
SUBSTRATE PER
ANCHOR
X SCHEDULE
VARIES)
1" 1" TIE -.DOWN CLIP
31 ANCHOR DETAIL
3 ` 3' - 11-0 DETAIL
CLIP IS DESIGNED FOR FULL
CONTACT WITH THE BASE OF FAC1
MECHANICAL UNBT, TYP.
MECHANICAL UNIT BY OTHERS ALUMINUM
HOUSING UNITS SHALL BE 6063-76 IN.
ALUMINUM SHEET WITH Fty-30 KSI; 0,125' MIN. THICKNESS, STEELHOUSING UNITS
SHALY BE ASTM A653 Fy-339EI MIN. STEEL, GRADE 33, 22GAMIN...(t-0.0299').
0.072'•OR o.113'
THICK AS7M A20
STEEL CLIP, TYP,
BASE.OF UNIT SHALL
BE FLUSH WITH aA-gE-\
OF CUP, NO SPACE
PERmn-TED, TYP.
3)-I12 SAE GRADE S SHEET
METAL SCREWS FOR CLIPS4•
LONG. UTILIZE (4)-F12 SHEET
METALSCREWS FOR CLOPS
LONGER THAN 4'. PROVIDE (5)
PnMES MIN. PAST THREAD MANE
FOR EACH SMS, TYP,
1) OR (2)ANCHom
PER ANCHOR
SCHEDULE
SUBSTRATE PER
ANCHORSCHEDULE
r w::.''i' .•;
l (
VARIES)
2" TIE -DOWN CLIP
a . ANCHOR DETAIL,
9 3• ` 1' pDETAIL CUP
ISDESIGANED FOR FULL CONTACT
WITH THE BASE OF EACH MECHANICAL
UNIT, TV f * =
moo tU
ate .
V c7
Lu dw= z
0u— j3 ow
ow
wwp.
u
z
Y z $ .
0t
G z . :
2 . t W
C
c
I5-
2378 K
4
TABLE 1: Vult=175 MPH, EXPOSURE C
FOR USE WITH A RLSKCATEGORY ISTRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE'(
ALLOWABLEROOF -TOP HEIGHT(H)
TIE -DOWN CONFIGURATION TYPE
MAXIMUM
SURFACEAREAOF UxR UNIT
UNIT'SLARGEST I HEIGHT WIDTH I, Q o + C4
6
48" MAX 1 24" MIN
25 FP ' W. MAX 48' MIN - N/A N/A N/A N S25 fT30PTON/A N/A N/A AT GRAD£ 36FT N/A 1N/A N/A I•TGRAOE iTHISTABLEISFERMLSSIBLETOBEUSEDWITHINTHEHVHZWHI04CONTAINSBROWARDANDMIAMX•DADE COUNTIES. CHECX WITH LOCAL AUTHORITY HAVING IURISDICHON FORTHEApPUCABBf(YOFTHISTABLEWITHINCERTAINFLORIDACOUNTIES,
TABLE 3 : Vult=170 MPH, EXPOSURE C
4FOR USE WITH ARISK CATEGORY RSIHUCTURE')
MAXIMUM
SURFACEAREAOF UNIT UNIT
UNITS LARGEST HEIGHT WIDTH C1 C2 Q CA
FACE
48" MAX 1 24' MIN
SW MAX AS-MIN^T" N/A H
30ft' N/A N/A N/A A36ft' N/A N/A N/A ! A'.
ASAN EXAMPLE, THISTABLE IS PERMISSIBLE TOeE USEU WITH{N PALM BFA171 COUNIV O4EQWITH LOCALAUTHORITY -HAVING IURISDICTIDN FORTHEAPPUCABRITY OFT105TABLE WITHINCERTAIN RORRIA COIINAL
TABLE 2 : Vult=175 MPH, EXPOSURE D
FORUSE WITH A RISK CATEGORY II STRUCTURE IN THE NIGH VFIOCLTY HURRICANESONE'(
MAXIMUM
SURFACE AREA OF UNIT UNIT Cl C"2 C3 I C4UNI7'SLARGEST HEIGHT WIDTH
48' MAX 124' MIN
MAX 48'MIN w..I WA I KIA
30 F'f' WA N/A N/A
36 FT' N/A .WA N/A
AUSTABLE15 PERMISSIBLETOBEUSEDWITHIN THEHVHRWH{CHOOMTAINSBRON
MWW-DARE COUNTIES CHECK WITH LOCALAUTHORiTy HAVINGJURLSDICTLON FOROFTHISTABLEWITHINCERTAINFLORIDACOUNTIES
TABLE 4 : Vult=170 MPH, EXPOSURE D
FORUSEWTf4AWit CATEGORYR STRUCTURE')
LLB"- NO PE0046549
7:'O
Q'•.• STATE OF
n
f'LOR.... •'
S%NALOEL
y J i
O •2lU
Z JIU4f8~W
rL
Ina:
amn
ALLOWABLE INSTALLATION
TIE-OOWN CONFGURATION
MAXIMUM
SURFAC7: AREA OF UNIT UNIT a QUNIT•SLARGESr HEIGHT WIDTH
FACE
ROOFHEIGHT
TYPE
C4
Efts 24 in 321n 1 N/A SOFY IATGRADE 5200FT9ft. 321n 15 in N/A ATGRADE MIA s200 FT
RADE
A
48'M/A
5200FT SZWFT 5210FT
520E FL' HSLS FT S100 FTWftft-IMIN k515 F7 ATGRADES200FT/
A q7GRADE N/A 5200 FT'
A N/A N/A H540 F7
204'A
25 f
I
SW MA
ATGRADE WA HS40FT I
AT GRADE
30iNATGRADE
36ftsA N/A N/A ATGRADE I
ASAN EXAMPLE, THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITf4 LOCALAUTHORITYHAVINGJURISDICTIONFORTHEAPPUCABIUTYOFTHISTABLEWITHINCERTAINFLORIDACOUNTES-
4
oQ
l„FORp,N{
O
CITY OF
5V
i?BUILDING DIVISION
Building & Fire Prevention Division
Residential Permit Card
PERMIT NO. ` {l
Q. Sftq q . ISSUE DA
CONTRACTOR:
JOB ADDRESS:
TYPE OF WORK:
Post this permit in a conspicuous location outside
Approved plans must be posted with permit for inspection
Leave all work uncovered until inspected and approved
Permit expires 6 months from date of issue or last approved inspection
PROTECT FROM WEATHER
BUILDING
INSPECTION7YPE APPROVED REJECTED INSPECTOR
ELECTRICAL
DVSPEC77ON7YPE APPROVED REJECTED INSPECTOR
FOOTER INSPECTION ELECTRIC UNDERGROUND -
STEMWALL FOOTER/SLAB STEEL BOND
FORMBOARD SURVEY T.U.G. / PRE POWER
SLAB / MONO -SLAB ELECTRIC ROUGH
LINTEL / TIE BEAM ELECTRIC FINAL
SHEATHING - ROOF MECHANICAL
INSPEC270N77PE APPROVED REJECTED INSPECTORSHEATHING - WALLS
FRAME MECHANICAL ROUGH
INSULATION ROUGH IN MECHANICAL FINAL
DRYWALUSHEETROCK PLUMBING
INSPEC77ON TYPE APPROVED REJECTED INSPECTORLATHINSPECTION
FINAL STUCCO/SIDING UNDERGROUND ROUGH
FIREWALL SCREW TUB SET
FIREWALL FINAL SEWER
INSULATION FINAL PLUMBING FINAL
FINAL SFR GAS INSPECTIONS
INSPECRON 77PE APPROVED REJECTED INSPECTORROOF
INSPECRON77PE APPROVED RVEC7EO INSPECTOR GAS UNDERGROUND PIPE
ROOF DRY -IN GAS ROUGH -IN
FINAL ROOF GAS FINAL
MISCELLANEOUS / FINAL INSPECTIONS
INSPEC7701V 7YPE APPROVED REJECTED INSPECTOR MSPEC770N TYPE APPROVED REJECTED INSPECTOR
FINAL DEMO FINAL DOOR
FINAL SOLAR PANELS FINAL WINDOW
FINAL POOL SCREEN FINAL SCREEN ROOM
FINAL UTILITY BUILDING FINAL BUILDING OTHER
MOBILE HOME TIE -DOWN MOBILE HOME FINAL
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.
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 PERMTTS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES OR FEDERAL
AGENCIES FBC105.3.3
REVISED: 4-17 Inspection Line: 407.792.6069 or 855.541.2112
TO SCHEDULE AN INSPECTION:
Dial 407.792.6069 or 855.541.2112
Provide the items requested during the message
The type of inspection requested must be scheduled under the appropriate permit type
Follow the prompts
To Schedule Fire Inspections: Please call 407.562.2786 ***
PLEASE NOTE: Inspections scheduled by 5:00 p.m. will be conducted the next business
day. If you experience difficulty, please call 407.688.5150 Monday - Thursday 7:30 am -
5:30 pm for assistance.
AUTOMATED INSPECTION SYSTEM CODES
BUILDING ELECTRICAL
FOOTER 104 ELECTRIC UNDERGROUND 211
STEMWALL 102 FOOTER / SLAB STEEL BOND 221
FORMBOARD SURVEY 147 T.U.G. 216
SLAB / MONO -SLAB 103 PRE POWER FINAL 218
LINTEL / TIE BEAM 105 ELECTRIC ROUGH 212
SHEATHING - ROOF 106 ELECTRIC FINAL 213
MECHANICALSHEATHING - WALLS 115
FRAME 109 MECHANICAL ROUGH 409
INSULATION ROUGH -IN 110 MECHANICAL FINAL 410
PLUMBINGDRYWALL / SHEETROCK 131
LATH INSPECTION 132 UNDERGROUND ROUGH 322
FINAL STUCCO / SIDING 130 TUB SET 312
FIREWALL SCREW 120 SEWER 311
FIREWALL FINAL 143 PLUMBING FINAL 313 GAS
INSULATIONFINAL113FINAL
SFR 138 GAS PIPING UNDERGROUND GAS
ROUGH -IN 328
314
ROOFROOF
DRY -IN 116 GAS FINAL 315 FINAL
ROOF III MISCELLANEOUS /
FINAL INSPECTIONS FINAL
DEMO 126 FINAL DOOR 136 FINAL
SOLAR PANELS 134 FINAL WINDOW 137 FINAL
POOL SCREEN 139 FINAL SCREEN STRUCTURE 127 FINAL
UTILITY BUILDING 124 FINAL BUILDING - OTHER 112 MOBILE
HOME TIE -DOWN 145 MOBILE HOME BUILDING FINAL 146 Miscellaneous
Notes: REVISED:
4-17 Inspection Line: 407.792.6069 or 855.541.2112