HomeMy WebLinkAbout107 N Somerset CtTWOMMI, =9Z 1,
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Z
Application No:
Documented Construction Value: s.4,995
Job Address: 107 N. Somerset Ct. Historic: District: Yes 0 No [K
Parcel ID: 07-20-31-506-0000-0410 Residential
I Z Commercial
Type of Work: New El Addition 11 Alteration E Repair 0 Demo El Change of Use El move El
Description of Work- A/C Change Out. 2 ton Hp. 15.5 SEEg, 8,5 HSpE W/1 Okw Heat Strip No Duct
Work, Same Location
Plan, Review Contact Person: Jim Lundy Title: Install Manager
Phone: (407) 841-3310 Fax: (407) 425-9934 Email: permittincl(cDwestbrookfi.corn
Property Owner Information
Name Sheryl Golden Phone: 407-321-2566
Street: 107 N. Somerset Ct Resident of property? Yes
City, State Zip: Sanford Fl 32773
Contractor Information
Name James RobertsMestbrook Service Corp. Phone: (407) 4084316
Street: 1411 S.'Oranae Blossom Trail Orlando, Fl Fax: (407) 425-9934
City, State Zip: Orlando, ri. 32805 State License No.:, CMC1249312
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: Mortgage Lender:
Address: Address -
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING T"W ICE FOR IMPROVEMENTS: TO YOUR PROPERTY. A 1NOT110E OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING,,CONSVLT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT,
Application is hereby made to obtain a permit to do the wo&and installations as indicated. I certify that no work or installation has
commenced orior to the issuance of a permit and that all work will be pqrforined, 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, poo6,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FRC 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
Revise& tune 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be adMonal -restrictions applicable to this property that may be
found in the public records of this county, and there maybe 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 Sanfordrequirespayment 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 11he considered the estimated construction value of the ,jolt: at,.the time of submittal, The
actual construction value will be figured based on the current [CC Valuation Table in effect at the time t ' he 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 perrinit is issued, O"
ER'S AFFIDAVIT: I certify that all of the foregoing information is accurpte and that all work will be
done in compliance with all applicable laws regulating construction and zoning-, 4
ol/
o4/16 Signature
of Owner/Agem Date Sit of Contra6tor/Agent Date Print,
Owner/Agent's Name Signature
of Notary -State of Florida Date a ure CHRISTY
N, NEWSOME otary
Public - Slate of Florida C0mmis5i0fl #
FF 214512 MY
COMMExpires Jul 17, 2019 Uional Notary
Assn, - Owner/Agent
is Personally Known to Me or ontractor Agent is W rersondll-
wn
to Me or Produced, ID
Type of ID Produced ID Type of ID BELOW IS
FOR OFFICE USE ONLY Permits Required:
Building[] Electricaln Mechanical[] Plumbingn Gas[-] RoofE] Construction Type:
Occupancy Use: Flood Zone:' Total Sq
Ft of Bldg: Min. OccupancyLoad: # of Stories:, New Construction:
Electric - # of Amps Plumbing - # offixtures, Fire Sprinkler
Permit: Yes F] No F1 #of Heads Fire Alarm Permit: YesFj No APPROVALS: ZONING:
UTILITIES: WASTE WATER: ENGINEERING: FIRE:
BUILDING: COMMENTS: Revised:
June,
30,2015 Permit Application
v
Edwin Cabrera ourte:
07-399-5010 ce3t
Xt5Itt1Size:
1411 at? CI ANGE SLOS SOM TRAIL
ORLANDO, FLORIDA 32805 a brera westbtt3ok i.com email Existing q Ft
p0 :,-3310 -
tbrook
FAX 9COMFORT AGREEMENT vawv1r1.1vestkirooltlLcYsrn State l.!G. CNIC1249312 ratbsat
Sutarrsrtted%: Emu aF3ERYL
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SOMERSETCOURT (SrigAddress)
sir : (.6Loc n-rr - art-- cr'
y state, 4 CodeANE iRD, EL3277 c yQs a x= c e ElFront
He .
year, c d 407;.314-8051, ,A HEL EmWI Brand
LENNOX SEER 15 Tans 2 Attic Installation sySterd
Type- Heat 1b.-P Stralgbt Coal peat 5tnti 5izekRrarus Brea er 5rxe 5r3 C}fl"6ttiltJdr r:GB Owtdoor
Unit Model, 14HPX-0 4 4uidaof Breaker SD QE3. 5 Indoor Unit Modet ,c muHv e24 Blower
Type; variable Q non-v"ariableQ New Copper(D New Copper 2nd FIS1200'(yj Now 'Coriaete. Padc' 4995.00 Thermostat T
pe: 50000 .8000n. ,-f,io Standard Manufacturer'
s Warranty, 110 year Parts 1 Year tabor j J 1 yr, rianty Check t#t
be3t cos a aiEv, ca+xie=na'e e: Mgt ixc tqr=arc. nax.r m:-v ar d r€a aftae r« umta«,a ADDITIONAL AIR
DUALITY OPTt4t1 '. Mery 11
S300 Q Dery 15.S400 ® Mery t 0 Hor°eywat! 4' S200 n Nevv flex
to existing register, btlx'and grill S300 0 en e Polum Ar Glut 1 "f11er 5200 Healthy Climate
Germicidal UVC Lamps S300Q' Air Oasis Llano 9" $950 [p Nero, Insulated
P.taltemt t4000 - New 5idevral Return Fur Graf $75 Nei Supply or re#urn S4G-D each I tfi7fUSE6OISGCYFA'
iC'rii}r;pttti7Fi{R'arir15rHl#.4DPidiCFltyEursEYa1'.ri lSr C'stCNr..O CHARGE EXTENDED \FUARRANT`
s' 10-yr Complete Care Extended Warranty S1795 i S MANUPAG'
TUREP'
S, UTILITY,REBATES, AND INCENTIVES; FEDERAL r
Al 30_00
GENERAL SCOPE
OF: WORK'; , Final System Total 4z9 5t7t1
M4 a.
Imsua S Wattimposelorurnish
the
above as specified, for tho sure tsf, FOUR THOUSAND
NINE HUNDRED NINETY DOLLARS 001100 attars # 4,985.i1 t Paytriantterrns.O
reditCarcl 06eck QFBnance rslhgatstafax$ SUVER',r,;
SlG`<TTO.OANOEL-YOU,TMEBUYERAMYC EL1HiSTRAfdSACTrONNMORTOAdYWORKS'EINGIMMATEOWIP-0UTt NAttYORCaUdA'"OAIANYTWE Frrzl7R:1°
oPiunividHTOFF THE THIRDSUSINE35DiY SETEP THE DATE"QF,MS TRAt($ACTIOPI As further condittor
B to av; eitimiab. Ft+swroornowthat we lVrri nal be respar oale far ddolays rauaeu by coriddrons bis}end cur .antra r?',ar #Pus: proposof rr*y be Fir t7t, byes it no' acceRrad
wthin days f ai Orks day that any iihii alion or deviation from the above n tans e* a tt rr pt Eham Etizii inter a na s Alf it arraidy work will oa done during firgolar bullrresa.
howrs; t hBbG ai t7 `
r ro order fh& we,* as oudned Above and agrair turthemwae to pay a zrelvrce charga of i M t 181% APR) on the unpaid bat.'"ce beyond tonal stated t aFw aegrro to payatrcdun andatltl ay fe9a
shnutd dtxs vlfw'74 ewer naceSsa'yI hereby avth6nae the
work outlined alcove usiM the equipment fisted; EDWIN CABRE _ Sgnatu€ a ....•,
c4D 1PANY REFRESENTATNE) C,
US?tiM£R3 Signature. a EmaL. rcwm2rkps
aai,
com.
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Saved Photo
Adobe Sign Document History
Saved Photo" History
Document created by Edwin Cabrera (ecabrera@westbrookfl.com)
09/12/2016 - 11:42:06 AM PDT- IP address: 75.112.89.2
C-1 Document emailed to Sheryl Golden (mom2rkgs@aol.com) for signature
09/12/2016 - 11:42:35 AM PDT
Document viewed by Sheryl Golden (mom2rkgs@aol.com)
09/12/2016 - 12:05:09 PM PDT- IP address: 107.77.216.76
Document e-signed by Sheryl Golden (mom2rkgs@aol.com)
Signature Date: 09112/2016 - 1:39:47 PM PDT - Time Source: server- IP address: 162.236.229.194
Signed document emailed to Sheryl Golden (mom2rkgs@aol.com) and Edwin Cabrera
ecabrera@westb rooki9. com)
09/12M16 -1 39:47 PM PDT
EAdobe Signxxn.'
I
LL
09/12/2016
This combination qualifies fora Federal Energy
Efficiency Tax .Credit when placed in service
between Feb 17, 2009 and Dec31, 2016:
AHRI Certified Reference Number: 7045543 Date: 9/12/20.16
Product: Split System: Heat Pump -with Remote Outdoor Unit -Air -Source
Outdoor Unit Model Number:'14HPX-024-230-19
Indoor Unit Model Number: CBX25UHV-024-230-`
Manufacturer:: LENNOX INDUSTRIES, INC.
Trade/Brand name: MERIT
Series! name: 14HPX SERIES
Manufacturer responsible for the rating of this system combination is LENNOX INDUSTRIES, INC.
Rated as followsinaccordance with AHRI Standard 210/240-20.08 for Unitary Air -Conditioning and Air -Source Heat
PumpEquipment and subject to verification of rating accuracy by AHRI-sponsored, independent, third party testing:
Cooling Capacity (
Btuh): 23600 EER Rating (
Cooling): 12,50 SEER Rating (
Cooling): 15.50 Heating'Capacity(
Btuh) @ 47 F: 21400 Region IV
HSPF Rating (Heating): 850 Heating Capacity(
Btuh) @ 17 F: 13400 FootNote 11 -
The,AHRI 210/240 certified EER ratings are calculated under the same methodology as the EER ratings at T1 conditions of ISO 5151 2010
and ISO 13253 2011. Ratings fgllowad
by an asterisk (') indicate a voluntary rerate of previously published data, unless accompanied with a,WAS, which Indicates so involuntary', rerate DISCLAIMER AHRbtloes
not
endorse the products) 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).,orthe, unauthorized,alteration -
of data listed' on this Certificate. Certified ratinsare valid only for models 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, personaland confldentiai 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, inanyform or manner or by any means, except for the user's individual. 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,afiridirectory.org, click on "Verify Certificate" link 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. 1311`$178406 592478 @2014 Air -Conditioning, Heating,
and Refrigeration Institute CERTIFICATE NO.:
BMP INTERNATIONAL, INC.
MECHANICAL UNIT STEEL TIE -DOWN CLIP CAPACITIES: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS
150LB N. WEIGHT,
MECHANICAL UNIT
PER SEPARATE.
CERTIFICATION, TYP..
iCENTER OF GRAVITY
ASSUMED TO ACT AT THE
GEOMETRIC CENTER OF THE
pSECNANICAL UNIT..
MECHANICAL UNIT MUST BE SEE DESIGN
SQUAREOR RECTANGULAR,
NO IRREGULAR SHAPES. U
i 5
j o `:
tCENTER OF
GRAVITY .
SCHEDULE FOR
MAXIMUM SURFACE
AREA AND DESIGN
PRESSURE, TYR.
am
STEEL TIE -DOWN CUPS.
w
i
SEE' DETAIL 1/4 8 2i4 IN
i 3'2 AD011'ION TO T[E.DOWN0
4 SCLEDULE FOR CUP
INFORMATION, TYP.
3'
TYP
MAX 7
j3AXrMYPy , T
HOST STRUCTURE DESIGN BY OTHERS.
t+,
J
SEE TIE -DOWN SCHEDULES FORWOOD '47ry tilALLOWABLESUBSTRATES. NOTE:
MEMBERS.MAY,NOT BE USED FOR KKT11 A' I
ROOFTOP APPLICATIONS PER. FBC 1 S22. 3 MAX
TYP.
uM
TYP STE
DOUBLE CLIP
2) TOTAL CUPS MAY BE USED AT EACH CORNER (ONE EACH ON i
OPPOSING CORNER FACES, i' FROM CORNER APEX, TOTAL OF `., UTILIZE (1) CLIP` AT EACH C
8) CLIPS PER UNIT FOR THIS OPTION). EACH CLIP SHALL NOT AS SHOWN WITH 3- MAX OFF
EXCEED 3` MAX OFFSET FROM END OF MECHANICAL UNIT. AS FROM END OF MECHANICAL L
DETAILED HEREIN. DO NOT SPACE CONCRETE ANCHORS CLOSER
A TTHANTHEALLOWEDSPACINGLISTEDINTHETIE -DOWN MECHANICAL UNIT
ANCHOR SCHEDULES. SEE. SHEETS 283 FOR MORE
INFORMATION. 1 TIE -DOWN ISOMETRIC
ISOMETRIC
FOR CLARITY, THIS ISOMETRIC ONLY SHOWS I- CUPS. THE ISOMETRIC
LAYOUT 15 TYPICAL FOR BOTH I' ANO Z' CLIP APPUCATIONS. 2 CLIPS
ARE NOT CERTIFIED FOR ANCHORAGETOCONCRETE. E-
DOWN CLIP DIRECTIVE EXAMPLE THCFOLLOWING
EXAMPLE ILLUSTRA;iS'THE PROCEDURE USEO TO DErEAMINETHE MAXIMUM ALLOWABLE WIND PRESSURE FOR ANY GIVEN MECHANICAL UNIT THAT CONFORMS Ttl THE 1 DIMENSION
RESTRICRONS USTED HEREIN. SEE SHEETS 283. FOR TIE -DOWN SCHEDULES.) - MECHANICAL
UNIT CRITERIA: CONSIDER
THE INSTALLATION OFF (I) MECHANICAL UNIT WMI THE FOLLOWING CRITERIA- 36
TALL a 3W DEEP X 24' WIDE, 150 L8 WEIGHT AS VERIFIED, BY OTHERS, INSTALLED TO 3192 KSI MIN. CONCRETE ATGRADE AS VERIFIED BY OTHERS. PROCEDURE:
PROCEDURE
STEP RESULT I
LOCATE THE AT GRADE TIE DOWN SCHEOULEON SHEET 2AND SELECT CLIP TYPE M CONSIDER 1' STEEL CUP _ __ 2
DETERMINE LARGEST FACE AREA Of MECHANICAL UNITTO BE INSTALLED 36"X36"-9FT' CHEIX
MAXIMUM UN[T HEIGHT RESTRICTI SN, UNIT HEIGHT IS 36`' WHICH LESS THAN THE: MAXIMUM ALLOWABLEHEIGHT OF 48' q;
CHC-CK MINIMUM-UNITWIDTH RESTRICtiON' IS
1
41VHITHISE UiJFLEf1T TO Y4TEMYNIMU'MA([OWA 1. WIDTIiO}"29. 5.
DETERMINE THE NUMBER OF CLIPSTO BE USED ATEACH CORNER OF THEMECHANICAL UNIT LLY R S. A , 1N'.s FiLE'B TOTONCRtTELR18 i. TAAI'E wCONCLUSION:
MAXIMUM
ALLOWABLE LATERAL DESIGN PRESSURE- 40PSF ' COMPARE THIS
VALUE TO THE SEPARA FE SITE SPECIFIC REQUIRED DESIGN WIND PRESSURE PROVIDED BY A LICEWSED.ENGINEER OR REGISTERED ARCHMECT,' NOT INCLUDED IN THIS CERTIFICATION) 1.
THIS
PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH
THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE, FOR
USE WITHIN AND OUTSIDE. THE HIGH VELOCITY: HURRICANE ZONE. 2. NO
33•I/39/6 INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE OF THIS
SYSTEM. DESIGN 3. DESIGN
IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST ct j U. w T s REPORTS #EL01970387A "
A 01970787E BY TESTING EVALUATION fR 11 q W ." 19 3 lJ V, LABORATORIES, INC.. NO SU05TRUTIONS WITHOUT W0.ITTEN APPROVAL BY u m +Z $ THIS ENGINEER
SMALL BE PERMITTED. 4. ALLOWABLE
DESIGN PRESSURES TO QUALIFY CAPACITY OF CUPS AS USED HEREIN ARE
DETERMINED THROUGH TESTING REPORT DATA AND RATIONALLY 3.LL 3 x CHECKEDFORCONSISTENCYWITHEACHTESTPERFORMED. 2 S. REQUWITHIRED "
Is SYSTEMSHALL 0E DETERMIAND/OR UPLIFTNEDBGNY PRESSURES SON: A.5RE-SPECIFICD FOR E O BASIS IN
ACCORDANCE
WITH THE GOVERNING CODE. B. MAXIMUM 8
MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL MANUFACTURER RECOMMENDATIONS AND
ARE THE EXPRESS RESPONSIBILITY OF: THE CONTRACTOR.
7. FASTENERS TO
BE 412 X 3'' OR GREATER SAE GRADE S UNLESS NOTED OTHERWISE. TOCONS REFERRED
TO HEREIN SHALL BE ITW BUILOEX BRAND, L CARBON STEEL ONLY,
INSTALLED TO 3192 KSI MIN CONCRETE. SEE ANCHOR z SCHEDULE FOR
R
REQUIREMENTS. ALL FASTENERS SHALL. HAVE APPROPRIATE CORROSION PROTECTION
TO PREVENT ELECTROLYSIS. 8. ALLSTEEL CLIPS
SHALL BE ASTM A283 STEEL (GRADE D) WITH . 33 KSI OR Q m Z
O gCFY BETTER. ALL
STEEL
MEMBERS SHALL BE PROTECTED AGAINST CORROSION WITH 2 y a AN APPROVED COAT
OF PAINT, ENAMEL OR OTHER APPROVED PROTECTION IN 2203.2 2220.
G904LATED mow . Q. ACCORDANCE
WITH THE
2010F8C SECTIONS AND COATING REQUIRED FOR ALL
COASTAL INSTALLATIONS. I"' Q A m
9.
ALL CONCRETE SPECIFIED
HEREIN IS NOT PART OF THIS CERTIFICATION. AS A z: F2 t < MINIMUM, ALL CONCRETE SHALL
BE STRUCTURAL CONCRETE 4' MIN, THICK AND SHALL HAVE MINIMUM COMPRESSIVE
STRENGTH OF 3192 PSI, UNLESS NOTED ry UJ- c+ Z UOTHERWISE. 10. ALL WOOD
MEMBERS
SHALL BE PRESSURE TREATED SOUTHERN YELLOW PINE Z. GRADE *2. WITH SPECIFICGRAVITYG - 0.55 OR GREATER, DIRECT Fy 4' CONNECTION TO WOOD
MEMBERS/
SLEEPERS IS NOT PERMITTED FOR ROOF -TOP APPLICATIONS PER FBC SECTION
1522. 0- 11. THE CONTRACTOR IS
RESPONSIBLE TO INSULATE ALL MEMSERS'FROM Z DISSIMILAR MATERIALS TO PREVENT
ELECTROLYSIS, LE, ALUMINUM PER F.B.C. m 2003.8.d. 12.
ELECTRICAL GROUND, WHEN
REQUIRED, TO BE DESIGNED.8 INSTALLED BY OTHERS. 13. THE ADEQUACY
OF
ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SHALL. BE VERIFIED
BY THE ONSITE DESIGN PROFESSIONAL. AND IS NOT 4 % t INCLUDED IN THIS
CERTIFICATION.
EXCEPT AS EXPRESSLY PROVIDED -HEREIN NO ADDITIONAL CERTIFICATIONS OR
AFFIRMATIONS ARE INTENDED 14. THE SYSTEM DETAILED
HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC -
SITE FOR SITE CONDITIONS. DIFFERENT FROM f THE CONDITIONS DETAILED HEREIN,
A LICENSED ENGINEER OR REGISTERED e Y ARCHITELt SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE IN YL CON)LNICTIDN WITH
THISDOCUMENT. _ SUBSTRATE SHALL BE THE FULL 1$E 15. WAER TIGHTNESS OFEXISTINGHOSTRESPONSIBILMOFTHEINSTALLING
CONTRACTOR. CONTRACTOR SHALL 1 ENSURE THAT ANY REMOVED
OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND
INSTALLATION OF STRUCTURE PROPOSED Y HEREIN,. THIS ENGINEER
SHALL
NOT BE RESPONSIBLE FOR ANY ti WATERPROOFING OR LEAKAGE ISSUESWHICHMAYOCCURASwrsl;Y4.TrFNNLaNrrAmle WATERTIGHTNESS
SHALL BE THE
FULL RESPONSIBILITY OF THE INSTALLING 11 11.-BMP 6001
CONTRACTOR. I
SURFACErOFUNITS
LARGEST FACE
EIGTHEIGHT UNIT WRI7H
1CLIP CIA
ITO CONCXiETE FT -- MA)(
1MUM ALLOWABLE LATERAL AT
EACH CARN OF 4 CUPS PER UNR SHEET
MEiAI SCREW .SHEET METAL SCREW 74
ALUMINUM TO STEEL WIND
PRESSURE W000
SCREW TO WOOD
ANCHOR
TO HOS75TRtN:TURE) CLIPS
TAPCON
TO CONCRETE
AT
EAC 4 CORNER SHEET
METAL SCREW
70 ALUMINUM
OTAL
OF 8 CLIPS'PER SHEET
METAL SCREW
TO STEEL LN
IT_...A
V/
000 SCREW TO N/
i0 00: L
a FT _ O
Fr 9/
PSF 61PSF
91
PSF 91 PSF 61
PSF SIPSF ..- 91
PSF 81,
F5f. iOD
PSF 104
PSF _. 100
PSF 1Q0
PSF ...._ IDO
PSF_® 100RSF
100
PSF 100
PSF 9
Fr A8' MAT( 24' N91 0 40 PSF -.._ 40 PSF 4D:PSF 7J PSF 77 PSF T7 PSF Ti PSF 72
Fr T6
Fr 30
PSF 22
PSF 30
PSF 3O PSF_ 22
PSF 22 PSF 30
PSF 22
PSF 68
PSF43
PSF 59
PSF .._._7'
13
PSF 66
PSF 47
PSF 58
PSF 20
Fr 26 PSF 26 PSF 28 PSF r 4_9 PSF 18 PSF 48 PSF 47 PSF 3
p fr SOFT'
MA7C
M f.
f f ,• /
a
r ,l` !`•'
Ffj`''° .•'/!''
r•.
39
PSF 37
PSF 27.
PSF 39
PSF 37
PSF' 27
PSP 39
PSF 33
PSF 27
PSf_ 37
PSF 31
PSF 26
PSF._...-_i L.
TIE^DOWN CLIPS SMALL BE FASTENED TO MECHANICAL HOUSINGUNIT WITH (3)-t12.SAE GRADE .$ SHEET METAL SCREWS. ((5)-SHEET FIETAL.SCREWS RE IVIRED FOR LONG CLIPS, SEE DETAIL 114.) 2.
MECHANICAL HOUSING UNIT SMALL. CONFORM TO THE FOLLOWING: 2.
1. ALUMINUM HOUSING. UNITS SMALL BE 606346 MIN. ALUMINUM SHEET WITH Fty.30 KSL 0.125' MIN. THICKNESS. 2.
2. STEEL HOUSING UHM SHALL. 6E 33YU MIN, STEEL GRADE 33, 22GA HIM.:(1.0.0299'). 3.
MAXIMUM ALLOWABLE: WIND PRESSURES FOR EACH INDIVIDUAL SUBSTRATE MAY BE EQUIVALENT DUE. TO THE LIMITING CAPACITY OF THE L":CLIP, 4.
A MARTMUM ALLOWABLE VALUE'OF 100 PSF. HAS BEEN UTIL ZED;'. FOR HIGHER DEMAND CAPACRIES CONTACT THIS. ENGINEER FOR SITE -SPECIFIC ENGINEERING. ANCHOR
SCHEDULE: SUBSTAATZ
ANCHOR
CONCRETE:
CARBON STEEL ITW BUILDER TAPCON, Lip" FULL. ETIBED TO CONCRETE, 245- MIN. A-
THICK MIN; 3192KSI. HIM.) EDGE DISTANCE,'3- MIN. SPACING TO ANY AOIACENT ANCHOR AWMINUM,.
I (i)- A 14 SAE GRADE 5 S HEFT METAL: SCREW TO ALUM !NUM, PROVIDE(S) PINCHES MIN. 0.
125'. MIN, THICK, 606144i MIN. ALUMINUM)' CAST THREAD PLANE FOR SHEET METAL SCREW. _ STEEL:...._-(
1N414 SAE GRADE 5:SHEET METAL SCREW TO STEEL, PROVIDE (5) PINCHES MIN. PAST 0.
125'.MIN• THICK, 13 KSIMIN. STEEL) THREAD PLANE FOR SHEET METAL SCREW. SEALED
WL100: i (1)-A 14 SAE GRACE 5 WOOD SCREW TG WOOD MEMBEIt, PROVIDE II{' MIN. THREAD SOUIHE/
CN YELLOW PIKE, G.0.55 OR BETTER)! PENETRATION, 1' MIN. EDGE DISTANCE, 1_ MIN. END DISTANCE. ANCHOR
SCHEDULE NOTES: 1,
EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. 2.
ENSURE MINIMUM EDGE. DISTANCE AS: NOTED IN ANCHOR SCHEDULE, FABLE
LEGEND: DENOTES
EXAMPLE VALUE FOR USE WITH COVER PAGE. DIRECTIVE DENOTES
VALUES LOT APPROVED FOR USE STEEL
CLIP TIE -DOWN SCHEDULE: AT GRADE INSTALLATIONS': MAXIMUM
SURFACE UNIT
AREA
OF L04ITS HEIGHT UNIT WIDTH1
CUP AT EACH SHEET
METAL SCREW MAXIMUM
ALLOWABLE LATERAL CORNER
AL OF 4CUPSSHEET
METAL SCREW WIND
PRESSURE PER
UNIT)1 WOOD
SCREW TO ANCf10R
TO qa 2
CLIPS AT EACH I
SHEET METAL 57vgNI!
E) ----- CORNER
TOTAL OFjjj0 CUPS PER UNIT SHEET
METAL WOOD SCREW TO LARGEST
FACE .. TO
ALUMINUM TO STEEL WOOD r SCREW TO STEEL WOOD ASLUNI
300
PSF 100 100 — t00
100
PSF ...-- 6
Fr j 100 PSF 100 5F 1 W.PSF PSF
100 PSF I 100 PSF _- 9
FT 48 MAX 24 ` MIN A 67 PSF 67 PSF 67 PSF 104 PSF 100 PSF 100 PSF 12
50 PSF 50 PSF _— SO PSF 99 PSF 99. PSF _ 99 PSF 38
PSF — 74 PSP 74 PSF Te PSF INI
FT 47 PSF. 41 PSF el PSF 80 PSF 80 PSF _ 60 PSF - 25FT64.
PSF_ 68 PSF 60".
MAX. SF 27 PSF i
PSF 84 PSF 11 PSF —i
1.-
TI&Dowu CUPS .SMALL :BE FASTENED IDNLLI"ANIL.ALnW1!#ta UN33-TI,IN tAJ^.•_t[.snc :' ., c"u wzcw>• 2..
MFCFIANIGL HdAL'IG WaTT SNAIL CONFORM TO THE FOLLOWING:2.
1. ALUMINUM HOUSING LOUTS SHALL OE 6063•T6 MIN. ALUMINUM SHEET WITH FLY-30 KSI, 0.123' MIN, THICKNESS. 2:
2. .STEEL HOUSING. UNITS' 514AU BE 33KSi MIN -STEEL. GRADE. 13,':22GA MIN, (t.0,0299'). 3.
A.MAXIMUM ALLOWABLE VALUE' OF 100 PSF HAS BEEN UTILIZED;: FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER -FOR SITE -
SPECIFIC ENGINEERING. ANCHOR
SCHEDULE: SUBSTRATe-
ANCHOR ALUMINUMl! (
1)-P 14 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM, PROVIDE (S) PINCHES MIN.. PAS 0,
125' MIN THICK, 6061•T6 MIN; ALUMINUM) THREAD MAPLE FDA: SHEET METAL SCREW. STEEL: ,(
I)-l14 SAE GRADE S"SHEEN[ METAL SCTIEWTO STEEL PROVIDE (1) PINCHES MIN. PAST E (
0.12S- MIN. THICK 33 KSI MIN. STEEL) THREAD ELAN, FDA SHEET METAL SCREW: v _-....._ ..._
SEALED
WOOD, 1.1IY. HIN THICKNESS: (2)-014 SAE GRADE 5 WOOD SCREW. TO WOOD MEMBER, PROVIDE lij' MIN. THREAD SOUTHERN
YELLOLTER)i PENETRATION, I' PIU4. EDGE DISTANCE, I' MIN. ENO DISTANCE...._.-_..- ANCH R
SCNEDVLE NOTES: I. EMBEDMENT
AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. 2, ENSURE
MINIMUM EDGE DISTANCE AS. NOTED IN ANCHOR SCHEDULE. TAD,£ LEGEND:
f f -
DENOTES VALUES NOT APPROVED FOR USE a q.
V
f„ A /''3!
11-BMP-'{
GALE, Hfi,
9. NAF.'4
REStRiPTIi
1" STEEL CLIP TIE -DOWN SCHEDULE: ROOF-TOP'MOUNTED INSTALLATIONS
E. WI OP SL
MAXIMUM SURFACE t CL)PATEACUM {TOTAL OF A CLIPS PER UCOWER
A
2 '(YIPS AT EACH CORMEft OTALOF6q.IP5P6R UNt
AREA UNITSAREAO unmHEtGNT UNIT WIDTH
IETOAMETALLUMI SCREW SKEET M TAPCON TO RNEroSFEE7/AETALCONCRETEEEETALSTFACETAPCX)N TO CONCRE"IE TO ALUMINUM TO i" ALUMINUMSCREWTOS7Ea4FT• 82f'$F 82 PSf 9 100 PSF ... i00PSP 500 PSF
41 PSF'
7 PSP._...—
i PSF
e _...r_..........._....
41 PSF
77 PSF -.^. _
77.PSF
St PSF:..
77. PSF
SI PSF .
71 PSF
5 i PSF
BfT•.
a5.* MAX A' UIDJ. 9 FT"
i F r 38ySF - 29
PSF 38.
PSF 29
PSF36
PSF 29
PSF 16Fr/ 20
FT- 10'
MAX d•MM- i %
o 33 PSF 33 PSF 33 PSF 2SFT•
30
FT` P
28 PSF 28 PSFvSF l
rws
MAIL
ILI_l >sn+>-
111.1 n 1r1"a1:—urtw —1-1— >. LT>I->nec HctnA: 2.
MECHANICALHOUSING TO THE L 2.
1: AUMINUMHOUSING UNITS SMALL BE.606rr6MIN. .ALUMINUM sNEWITH rr.l-S,o.l25'MIN. THICKNESS. ADDITIONAL ALLOWABLE UPLIFT: 90 LBS/CLIP 2.2. STEEL
MOUSING LIMITS TI. SHALL BE 33MMISTEEL. GRADE:33, 22GA MIN: (L-DM2991. -- (DESIGN TABLE ACCOMMODATES MAN 90LARMW AS ADOITIOUAL UPLIFT IN 3. MAXIMUM ALLOWABLE WIND.
PRESSURES FOR. EACH INDIVIDUAL SUBSTRATE MAYBE EQUIVALENT DUE TO THE LIMITING CAPAC17Y OF THE I' CLIP. COMBINATION WITH UPLIFT CAUSED BY OVERTURNING FROM LATERAL. A MAXIMUM ALLOWABLE: VALUE
OF IGO PSF HAS MEN UTILIZED FOR HIGHER DEMAND CAPACITIES CONTACT THUS ENGINEER FOR.SITE-SPECTFIC FORCES. SEE ASCII 7 LO SECTION 29.5 FOR MORE: INFORMATION.). FNLUNEERING. _ ANCHOR SCHEDULE: TH`/
eLNUMBER
OFCLIPS UTILIZED . O/aIP SUBSTRATE ANCHOR EXAMPLE: 4CUP5 rS0.
UT/CUP -
360L8 CONCRETE (1 j-Y.'O
CARBON STEEL ITC BUfIDE . S TAPCON. TO FULL EMBED fTCONCRETE, 21$' MIN. THICK MIN, 1192KS7 MLMJ - EDGE DISTANCE, 3` MIN. SPACING 70 AM AD]ACENT N#CHOR. - (RFW17RF0 UPLLFf DCMW10 SMALL BE DETERMINED ALLNINUM; (1)-P 14 SAE GRADE
S SHEET METAL SCREW TO ALUMINUM, PROVIDE (5) PINCHES MIN. ON A SITE SPECIFIC BASIS BY LICDVSW ENGINEER 0.125- HIM THICK, W6146 MIN,
ALUMINUM) PAST THREAD MANE FOR. SHEET METAL SCREW. OR.REGI5TERED ARCHITECT,' A!OT lAK7UOED IN THIS CERTit7CATIOrV . _..,.. ._ ........._.. _.. GRADE META...._.__,.PR V r._ ... ....__,_....._
STEEL: (
I).AI4 SAE GRADE SSFIEET
KETAL SCREW TO STEEL. PR0V1D!(SY.PINCHES PIIN. PAST 0325- MIN. THICK, 33 KSI MIN.
STEEL) THREAD PLANE FOR SHEET METAL SCREW. TABLELEGEND: 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES
FINISHES, IF APPLICABLE. FM -DENOTES. VALUES NOT APPROVED FOR USE 2. ENSURE MINL%UM'EDGE DISTANCE
AS NOTED IN A72 NW SCHEOMF. 2R STEEL CLIP TIE -DOWN SCHEDULE
ROOF -TOP MOUNTED INSTALLATIONS: MAXIMUM ALLOWABLE LATERAL WIND PRESSURE ANCHOR
TO HOST STRUCTURE) I) CLIP AT EACH CORNER (2)
CLIPS Ar EACH CORNER TOTAL OF 4 CUPS PER UNIT) (
TOTAL. Of 6 CLIPS PER LINT) AOrT:A00•IiIY N6rAlLITJOf.Y LMHa
fbta MAXIMUM SURFACE UItT I UNIT : R04EQH
AG14DtNG OxX
u['troN #SW CAw AREA OF UNITS SHEET METAL tua'
rw NM¢V+* A#ivrrAcA Thar— . LARGESTFACE HEIGHT WIDTH SHEET METAL SCREW
SHEET
METAL SCREW SHEETMETAL T40rraAiN 44Pb a6 ~ao TO ALUMINUM TO STEEL _ SCREW TO
SCREW TO. STEEL ALW1tNUM
AavwuA oA
M'litREKGKP'MB+
mtmbus crrrAn r rx r+rc uut,
waarsl» FT• ^L00 PSF 100 PSF ._._._. 100
PSF i W PSF EgR rrrXr wAVOArs am4tcMC A xLrvRra 6 FT- BA PSF - 84 PSF
l00 PSF' _. 100 PSF GYF.ttt3tt K1GI#ru AKKGRpwCl rTi)I 9.FT• 46'MA% N"MIN
56 PSF 56 PSF 100 PSF 100 PSF sccrTtAT I sOPANgw tT130FTNF AIrR.RJIq eaa Io xRevr Aer.HRa Arnurirxr,
4AgeA 12 =31 42 PSF BZ PSF
82
PSF .
cVn'rtnrrce a rre AQYIAC svS.rf f..WrO.aA ifi FT• 3t PSF 61 PSF.
Fr 27 PSF:I 5360MAX40' MIN
LEFT•NUM "r!t'"fs37-
PSF 37PBFL. TI2-DOWN CUPS SHALL BE
FASTENED TO MECHANICAL HOUSING UNIT WITH (3"12 SAE GRADES SHEiT:KFTAL SCREWS. - ADDITIONAL ALLOWABLE UPLIFT: 90 LBS/CLIP 2. MECHANICAL MOUSING UN17 SMALL CONFORMTOTHEFOLLOWUM2, 1. ALUMINUM HOUSING UNITS. SHALL
RE 6063-T6 MIN. ALUMINUM SHEET WITH Fly'-30 K51, 0.12S' HIM THICMNESS, :(DESIGN TABLE ACCOMMODATES MAIL 90I k'CLtP AS ADDITIONAL UPLIFT IN 2.2: SICELHCtUSiNG UNIIS SHA.U.
Of 33)(51 MIN, STEEL. GRADE 33.22GA MIN, I"Bt1299') COMBINATION WITH'UPUFT CAUSED BY OVERTURNING FROM. LATERAL 1. A MAXIMUM ALLOWABLE VALUE OF
100 PSF HAS BEEN UTILIZED; FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEERFOR FORCES. SEE ASCE 7-10 SECTION 29.5 FOR MOREINFORMATIONJ sin -SPECIFIC ENGINEERENG. ALLOWABLE UPLIFT PER UNT T
IS USED On ANCHOR SCHEDULE: THE HDKSFR OFCUPS UTILIZED r
90LEVCLP sUBSTRATE _
ANCHOR EXAMPLE: 4 CLIPS v 90 LRICUP -
3E41-e ALUMINUM (2)-0I4 SAE GRADE SHEET METµSCRIW
TO ALUMINUM, PROVIDE (5) PINCHES MIN- MQUIRED UPLIFT DENAND SHALL BE DETERMINED 0.125- POIC THICK 606146 MIN. ALUMINUM PAST
THREAD PLANE MR SHEET METAL SCREW, ONASITE SPECIFIC BASIS BY LICENSED ENGINEER OR REGISTERED ARCHtT'ECt; NOT INCLIIRE'DIN THIS
RA STfEL (2y-+la SAE GDE'S SHEET
METALSCREWTOSTEEL, PROVIDE:(5) PINCHES.HIR PAST CEYt TIF1CATfON1 v: D.175 MIN TIUCK,.13 KSI MIN STEEL) THREAD PLANE FOR SHEET METAL.SCAEW; v. ._._._.__Y__ .__,...._..__^..__ TABLE LEGEND: 1. EMBEDMENT AND EDGE
DISTANCE
EXCLUDES
FINISHES, IF
APPL..ICAMe. - -DENOTES VALUES NOT APPROVED FOR USE 2.. ENSURE MINIMUM EDGE DISTANCE AS NOTED INANCHORSCHEDULE. 0 z_ z N g 8 Ob., b. , ~
V
Z
E N z
LLLLun
m
8
0.068" ASTP
STEEI
3)-012 SAE GRAD!
SHEET METAL SCREV
AT TOP Of SLOT, TV
11 1" CLIP ISOMETRIC DETAIL
ISOMETRIC
0.125'
0. 113' THICK
ASTM A283
0STEEL, TYP. VVV
FACTORY .MILLED Y.•O
UTIL32E ANCHORS PI
CUP ANCHOR SCHEOUI
3)-012 SAE. GRADE
S: SHEET METAL
SCREWS AT. TOP OP
SLOT, TTP.
M"O HOLES, NOT TO
BE USED FOR
ANCHORS, TYP.
z 2" CLIP ISOMETRIC DETAIL
4 : N.T.S. ISOMETRIC
MECHANICAL UNIT BY OTHERS. ALUMINUM-
HOUSLNG UNITS SHALL BE 606346 MIN.
ALUMINUMHEFT WITH F1ya30 KSi, 0.125- MIN:. y THICKNESS, O"
J32 SAE GRADE S SHEET METAL STEEL
HOUSING UNITS SHALL BE 3 +
O 33KS1MIN. STEEL, GRADE33, 22GA MIN. SCREWS
THROUGH CLIP- TO -Q,,`, MECHANICAL
HOUSING UNIT BY OTHERS.
PROVIDE (5) PINCHESMIN. P i2 w PAST THREAD
PLANE FOR EACH .... SMS, TYP.
A283 STEEL
CUP,.TYP. : .. ((ff hI
x . uzj
BASEOf
UNIT SHALL . 316' ANCHORPERANCHOR'
SCHEDULE.
BE RUSH WITHBASEZXOFCUP,
NOSPACERyPERMITTED, TYP. CJJ
UJ * oa ry SUBSTRATE
PER
ANCHOR SCHEDULE (VARIES) 1"
TIE —DOWN
CLIP u 3 ANCHOR DETAIL
4 3• " 1'-
0• DETAIL CLCP IS DESIGNED
FORFOR F— 'UU. EACH] g} CONTACT
WITH
THE.
BASE OP EACH MECHANICAL UN[T,TW. O iiaf ,p F Q in A,
w m
n MECHANICAL
UNIT BY
OTHERS. ALUMINUM- - Z 12 v y. HOUSING. UNITS SHALL
BED ALUMINUM SHEET W
s ANINUM SWEET
WITH
Fty.30 KSC, 0.125' MIN. THICKNESS, STEEL HOUSING
UNITS SHALL BE (3)-i12 SAE GRADE SSHEET METAL. " ^ 33KSI MIN. STEEL,
GRADE 33, 22GA MIN. SCREWS THROUGH CUP TD z f-0.0299•).
MECHANICAL HOUSING UNIT BY OTHERS. PROVIDE.(5)
PINCHES HIM d. PASTTWREAD PLANE FOR
EACH SMS, Ty: 0:
113' T
HICK ASTM -- m A263 STEEL CLIP,
TYP, i r BASE OF UNIT
SHALL BE FWSH WITH
BASE 3fB' (SCHEDULE ANCHORS
PER ANCHOROF CLIP, 00SPACE "A PERMTTTE>, TYP. i .
SUBSTRATE PER
ANCHOR-
i SCHEDULE (VARIES)
0 E 2"TIE—DOWN
CLIP (d ANCHOR DETAIL 431''
0' DETAIL ocrra+on FRMiLN7egi5
11-BMP-00(
SCALP, w.TA.,
CUP CS DESIGNED
FOR FULL PA 4 ocseumaHr CONTACTWITH THE
EASE OF EACH MECHANICAL UNIT,.
RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY
STATE OF:FLORIDA
DEPARTMENT OF_BUSINESS AND- PROFESSIONAL REGULATION r
CONSTRUCTION INDUSTRY LICENSING BOARD
The MECHANICAL CONTRACTOR_
Named below'IS CERTIFIED__ I Under' the provisions -of Chapter 489 FS
Expiration date`-AUG 31'. 2018,, w u
911
ROBERT&-.JAMESl D ti
WESTBROOK SERVICE{CORPORATION
1411 S. ORANGE BLOSSOMMTRAIL
ORLANDD FL3$05 a
4
i
vARK
ISSUED: 08/04/2016 DISPLAY AS REQUIRED BY LAW SE Q # L1608040001540
AC40 OI CERTIFICATE OF LIABILITY INSURANCE D1/27/20` e )
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder In lieu of such endorsement(s).
PRODUCER CONTACT Samantha Murray NAME: PHONE (
407) 660-8282 FAX No: (407)660-2022 Brown & Brown of Florida, Inc. 2600
Lake Lucien Drive ADD RESS:smurray@bborlando.com INSURER(
S) AFFORDING COVERAGE j NAIC 0 Suite330Maitland
FL 32751 INSURERA:FFVA Mutual Insurance Co. 110385 INSURED
I INSURER
B : 1 INSURERC:
WestbrookServiceCorp. 1411
S. Orange Blossom Trail INSURERD:
INSURER
E Orlando
FL 32805 INSURER F : COVERAGES
CFRTIFICATF NIIMRFRCLIC12604397 DGVICIAKI Ail IAARCD- THIS
IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.
NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE
MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS
AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN,REDUCED BY PAID CLAIMS. INSR
LTRTYPE OF INSURANCE POLICY NUMBER 1
POLICY EFF MMIDD
POLICY
EXP MM/
ODNYYY LIMITS COMMERCIAL
GENERAL LIABILITY T1
CLAIMS -MADE OCCUR I i
1
EACH OCCURRENCE 1 $ DAMAGE
TO RENTED PREMISES
Ea occuccu rrenceMED EXP (
Any one person) PERSONAL& ADV
INJURY E GEN'L
AGGREGATE LIMIT APPLIES PER: PRO- LOC
POLICY
1jGENERALAGGREGATE
S I PRODUCTS - COMP/
OP AGG OTHER: AUTOMOBILE
LIABILITY
I COMBINED SINGLE LIMIT Es as
de nt BODILY INJURY (
Per person) ANY AUTO4ALL
OWNED SCHEDULED i AUTOS
AUTOS BODILY INJURY (Per accident) HIRED AUTOS
NON -OWNED
AUTOS PROPERTY.
DAMAGE
Per accident)_,__--__,
S UMBRELLA
LIAB
OCCUR EACH OCCURRENCE AGGREGATE Is
EXCESSLIAB CLAIMS -MADE DED RETENTION
0 IS A WORKERS
COMPENSATION AND EMPLOYERS'
LIABILITY Y / NER ANY PROPRIETORMARTNER/
EXECUTIVE OFFICERIMEMBER EXCLUDED?
EX:]N LA X STATUTE
OTH p I E.
L. EACH ACCIDENT Is 1,000,000 E.L.
DISEASE - EA EMPLOYE' 1,000,000 Mandatory InNH) WC84000278752016A 2/1/2016 2/1/2017 if yes,
describe'under DESCRIPTION OF
OPERATIONS below E.L. DISEASE• POLICY LIMIT I S 1 000 000 i Limit
I
Deductible
DESCRIPTION
OF
OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached H more space Is required) REF: Eric
Avery License #ER13014484 City of
Sanford Building Department
300 North
Park Ave. Sanford, FL
32771 SHOULD ANY
OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH
THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE
D'Avanzo,
CPCU/9986 n 19RR.
2n'Id ACORn CORPORATION- All riohts reserved ACORD 25 (
2014/01) The ACORD name and logo are registered marks of ACORD INS025 rntnnll
WESTSER-01 CARPINOSU
4 G'-
CERTIFICATE OF LIABILITY INSURANCE DATE(MYYY)
1127/2012016
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS. UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If:SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsements
PRODUCER.
Insurance Office Of America, Inc.
1855 West State Road 434
CONTACT Ma Ramse
PNHONE FAX
0 407) 788-3000 ac Nb : 407 788-7933
rA oD"ARIEss: Mary.Ramsey@ioausa.comLongwood, FL 32750
INSURERS AFFORDING COVERAGE NAIC 0
INSURER A:HIDI Global Insurance Company 41343
INSURED INSURER B: North River lnsura_nce Company 21.105__
Westbrook Service Corporation INSURER C: Allied World Assurance Co (U.S.) Inc. 19489
INSURERD: 1411 S. Orange Blossom Trail
Orlando, FL 32805 INSURER E :
INSURER F :
GUYtKAGtS CFRTIFICATF NIIMRFR• eevieinkl unaacco.
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSRLTR TYPE OF INSURANCE
ADDL SU POLICY EFF
POLICY NUMBER MM/DD
POLICY EXP
MM/DD LIMITS
A. X COMMERCIAL GENERAL LIABILITY
j CLAIMS -MADE FXIOCCUR EGGCC000225216 02/01/2016
j
02/Ot/2017
EACH OCCURRENCE 1,000,00
PREMISES(EaoccurreToe) 100,00
MED EXP (Any one person) Excluded
PERSONAL 8 ADV INJURY 1,000,00
GEN.L AGGREGATE LIMIT APPLIES PER:
X POLICY JECOT LOC
1 OTHER:
GENERAL AGGREGATE 2,000,00
PRODUCTS- COMP/OP AGG 2,000,00
A
AUTOMOBILE
X
LIABILITY
ANY AUTO
AALL OW
UTOS
NED I—iASCHUTEDULED
HIRED AUTOS
NON-OWNEDI
AUTOS
i
EAGCC000225216 02/01/2016
i
02/01/2017
1
I
O BBINEeDtSINGLE LIMIT 1,000,00
BODILY INJURY (Per person)
BODILY INJURY (Per accident)
PROPERTY DAMAGE
Per accident
j
X UMBRELLA LIAR
EXCESS LIAB
X OCCUR
CLAIMS -MADE' 5821046172 02101/2016
f
02/01/2017
EACH OCCURRENCE 10,000,00
AGGREGATE S 10,000,00
DED X RETENTIONS 0
WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY
ANY PROPRIETORIPARTNER/EXECUTIVE YaOFFICER/MEMBER EXCLUDED?
Mandatory in NH)
It yes, describe under
DESCRIPTION OF OPERATIONS below
N / A
E
I PER OTH-
STATUTE I ER
E.L. EACH ACCIDENT
E.L. DISEASE- EA EMPLOYE. S
E.L. DISEASE - POLICY LIMIT
C Pollution and E & O 03099806 02/0112016 02/01/2017 1Per Claim 2,000,00
DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached U more space Is required)
REF: EricAveryLicense #ER13014484 CERTIFICATE
HOLDFR rnNrF1 I ATinN SHOULD
ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE
WITH THE POLICY PROVISIONS. City
of Sanford AUTHORIZED REPRESENTATIVE Building
Department 300
North Park Ave.° Sanford
FL 32771 1988-
2014 ACORD CORPORATION. All rights reserved. ACORD
25 (2014101) The ACORD name and logo are registered marks of ACORD
2016 Work - ing 12015 Certified
Values i Values
Cost/Market Cost/Market
76,664 74.005
200 200
20,000 20,000
96.864 $94.205
Ci
Save Our Homes Adj S28,134 $25,953
Amendment 1 Adj
P&G Adj so $o
Assessed Value $68,730 $68,252
Tax Amount without SOH: S1.095.85
2Q15 Tax,Bill Amount S652.05
Tax Estimator
Save Our Homes Savings: S448.80
TRIM Nati - ce !jQIp
Does NOT INCLUDE Non Ad Valorem Assessments
Assessment Value Exempt Values Taxable Value
68,730 43.730 25,000
68,730 25000 43,730
68,730 43,730 25,000
68,730 43,730 25,000
S68,730 43,730 25,000
Page Amount j Qualified 1 Vac/Imp
1273 68,400 Yes Improved
Units
ANN—. Property Record Card
CFA I Parcel: 07-20.31-505-0000-0410
Owner: GOLDEN SHERYL L
FAZWMA
Property Address: 107 N SOMERSET CT SAN FORD. FL 32773-7318
Parcel Information Value Summary
T
Parcel i 07-20-31-506-0000-0410
Owner GOLDEN SHERYL L
Property Address 107 N SOMERSET CT SANFORD, FL 32773-7318
i Valuation Method
Number of Buildings
Mailing 107 N SOMERSET CT SANFORD, FL 32773-7318
Depreciated Bldg Value
Subdivision Name BRYNHAVEN 1ST REPLAT
7 ....... . ... . Depreciated EXFT Value
Tax District S1-SANFORD
Land Value (Market)
DOR Use Code 01-SINGLE FAMILY
Land Value Ag
ExeWplions' 0-HOMESTEAD(1994)
justIM rket Value-
11 Portability Adj
110
Seminole Cointy GIS I LMAMRZQM
Legal Description
LOT 41
BRYNHAVEN 1ST REPLAT
FEIN 39 PGS 20 & 21
Taxes
Taxing Authority
County General Fund
Schools
City Sanford
SJWM(Saint 'Johns Water Management)
County Bonds
Sales
Description I Date Book
1 WARRANTY DEED 7/1/1988 01978
Land
Method Frontage 1 Depth
I LOT 0.00 0.00
I - ---- - ----- - I
Building Information
Is BediBati-f count inccrrect?- Q'i k Here.
r -Year Built - --T ----- ---- --T ..... . . .... . . ... ... .... ...........
9:: 2! i 6, 2:04 PhA
Page 1 of 2
LIMITED POWER OF ATTORNEY
Date: 09/13/16
1 hereby name and;appoint Stephen Williams
an agent of: Westbrook Service Corp
Name of Company)
to be .my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do:all things necessary to this
appointment for (check only one option).-
Ej All permits and applications submitted by this contractor.
Or
The;'specific_permifand;application for work located at:
107 N. Somerset Ct.
Street Address)
07-20-31-506-0000-0410
Parcel ID)
Expiration Date for This Limited Power of Attorney: 12-31-16
License Holder Name
Stat6 License Numbe
Signature of License
STATE,OF FLORIDA
COUNTY OF Orancie
The foregoing instrument' was acknowledged before me this -[ "day of 5/
1411 S. Orange Blossom Trail Orlando, FI who isopersonally known to me or
who has ,p duced: as identification
did not) take An oath.
a.Nower- CHRISTYN. NtMUME
o`'Ry P`40'; Notary Public - State of Florida
r«
R . Commission # FF 214512
y Ccmm. Exp*jres jul 17 2010n
q n naegnw
Print r type -Notary name
Notary Public - State of -
Commission No.
My Commission Expires:
2
City of Sanford
HVAC Permit Application Checklist
E All permit application packages must be complete prior to acceptance. You must check each
box to the left or indicate n/a on this submittal. A complete application package shall
include the following:
Building Permit Application completed, signed and notarized. Application must include correct address
and complete parcel I.D. number.
Copy of applicable contractor's license issued by the State of Florida (if the contractor is the
applicant).
A site specific notarized power of attorney shall be required from the licensed contractor if
he/she appoints an employee of his/her company to sign the permit application as the contractor.
Certificate of insurance indicating worker's compensation insurance coverage and naming the City of
Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of
Florida (must be submitted with each application if contractor is the applicant).
Completed and signed Owner .Builder Statement / Affidavit (if the owner is the applicant).
El One (1) copy of equipment sizing calculations — for new construction installations:
o Residential - ACCA Manual J-2003 or other approved heating and cooling calculation
methodology.
o Commercial - ACCA Manual N-2005 or other approved heating and cooling calculation
methodology.
These guidelines were compiled to assist the applicant in preparing a HVAC change out permit application and
may not be complete. The applicant is required to meet all City of Sanford, state, and federal code
requirements.
Revised: March 2014
PERMIT NO. /
o ®
ISSUE DA
CONTRACTOR:
JOB ADDRESS:
TYPE OF WORK:
a
City of Sanford
Building & Fire Prevention Division
Residential Permit Card
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
INSPECTION TYPE APPROVED REJECTED INSPECTOR
ELECTRICAL
INSPECTION TTPE 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
INSPECTION 77PE APPROVED REJECTED INSPECTORSHEATHING - WALLS
FRAME MECHANICAL ROUGH
INSULATION ROUGH IN MECHANICAL FINAL 4
DRYW ALL/SHEETROCK PLUMBING
INSPECTION TYPE APPROVED REJECTED INSPECTORLATHINSPECTION
FINAL STUCCO/SIDING UNDERGROUND ROUGH
FIREWALL SCREW TUB SET
FIREWALL FINAL SEWER
INSULATION FINAL PLUMBING FINAL
FINAL SFR GAS INSPECTIONS
INSPECTION TTPE APPROVED REJECTED INSPECTORROOF
INSPECTION TYPE APPROVED REJECTED INSPECTOR GAS UNDERGROUND PIPE
ROOF DRY -IN GAS ROUGH -IN
FINAL ROOF GAS FINAL
MISCELLANEOUS / FINAL INSPECTIONS
INSPECTION 77PE APPROVED REJECTED INSPECTOR INSPECTION TYPE APPROVED REJECTED INSPECTOR
PRE -DEMO FINAL DOOR
FINAL DEMO FINAL WINDOW
FINAL SOLAR PANELS IRRIGATION FINAL
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 PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES OR FEDERAL
AGENCIES FBC 105.3.3
REVISED: OCTOBER 2014 Inspection Line: 855.541.2112
TO SCHEDULE AN INSPECTION:
Dial855.541.2112
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 3:30 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
SHEATHING - WALLS 115 MECHANICAL
FRAME 109 MECHANICAL ROUGH 409
INSULATION ROUGH -IN 110 MECHANICAL FINAL 410
DRYWALL / SHEETROCK 131 PLUMBING
LATH INSPECTION 132 UNDERGROUND ROUGH 322
FINAL STUCCO / SIDING 130 TUB SET 312
FIREWALL SCREW 120 SEWER 311
FIREWALL FINAL 143 PLUMBING FINAL 313
INSULATION FINAL 113 GAS
FINAL SFR 138 GAS PIPING UNDERGROUND
GAS ROUGH -IN
328
314ROOF
ROOF DRY -IN 116 GAS FINAL 315
FINAL ROOF III
MISCELLANEOUS / FINAL INSPECTIONS
PRE -DEMO 144 FINAL DOOR 136
FINAL DEMO 126 FINAL WINDOW 137
FINAL SOLAR PANELS 134 IRRIGATION FINAL 321
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: OCTOBER 2014 Inspection Line: 855.541.2112
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Page 2
Application Number . . . . 16-00002514 Date 9/13/16
Property Address . . . . . 107 N SOMERSET CT
Parcel Number . . . . . . . 07.20.31.506-0000-0410
Application description . . MECHANICAL PERMIT
Subdivision Name . . . . .
Property Zoning . . . . . . SINGLE FAMILY
Permit . . . . . . MECHANICAL PERMIT -RESIDENTIAL
Additional desc . .
Phone Access Code 954131
Permit pin number 954131
Required Inspections
Phone Insp
Seq Insp# Code Description Initials Date
1000 410 MH02 MECHANICAL FINAL / /