1434 Mara Ct; 17-1831; HEATPUMPCITY OF SANFORD
N BUILDING & FIRE PREVENTION
PERMIT APPLICATIONitJUN192017
Application No: n -
B'
Documented Construction Value: $ ,'7 `, a v
Job Address: 1 V3 1( In,4A A Historic District: Yes No
Parcel ID: 3 1 - / 9 - z ( 505 " 0 00 o — l Ya o Residential N Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: G I, a 9 g m- 2 h e c, o en i n s id P a 'n al v
Plan Review Contact Person:
Phone: Fax: Email:
Title:
Property Owner Information
Name Col-4 L R e l -- e S Phone: 3'2 l - Ll6.d " 75-5-5
Street: 1 `Z3 ( m rn ^ eL C o - /-f Resident of property? : y eS
City, State Zip: .Sa -i ror c/ )C (- 3-V 7 7 1
Contractor Information
Name /ncs/P,- A..-Co.nciri,o,?. r f. 1'h c Phone: _?,V'6 -7 y 7 -3 y3 a
Street: l / S'v Y /H Sly P l- Fax:
City, State Zip:. Di'G y e eel Gc a 3 State License No.: A l (o s L/
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
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, beaters, 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: 5th Edition (2014) Florida Building Code (
Revised: June 30, 2015 Permit Application
Ir1
y
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 Date Signature of Contractor/Agent Date
Print Owner/Agent's Name Pint actor/Agent' .Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
0,,Notary-State Qfl 0000NINI 1
Notary Public - State of Florida
r My Comm. Expires May 21, 2018
o?' Commission it FF 125242
Contractor/Agent is Personally own Xo Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: UTILITIES: _
ENGINEERING: FIRE:
COMMENTS:
Flood Zone:
of Stories:
Plumbing - # of Fixtures.
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
Revised: June 30, 2015
Permit Application
v PropeM Record Card
Parcel: 31-19-31-505-0000-1420
Owner: RAINES CORA L
ar"M i.acx)L n4FWA
Property Address: 1434 MARA CT SANFORD, FL 32771
Parcel Information
Parcel 31-19-31-505-0000-1420
Owner RAINES CORA L
Property Address 1434 MARA CT SANFORD, FL 32771
Mailing 1434 MARA CT SANFORD, FL 32771-2992
Subdivision Name SAN LANTA 3RD SEC
Tax District S1-SANFORD
DOR Use Code 01-SINGLE FAMILY
Exemptions 00-HOMESTEAD(1995)
Value Summary
2017 Working
Values
2016 Certified
Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value 69,269 63,556
Depreciated EXFT Value
Land Value (Market) 15,000 13,500
Land Value Ag
Just/Market Value " 84,269 77,056
Portability Adj
Save Our Homes Adj 16,349 10,533
Amendment 1 Adj
P&G Adj 0 0
Assessed Value 67,920 66,523
Tax Amount without SOH: $731.00
2016 Tax Bill Amount $626.00
Tax Estimator
Save Our Homes Savings: $105.00
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 67,920 42,920 25,000
Schools 67,920 25,000 42,920
City Sanford--' 67,920 42,920 25,000
SJWM(Saint Johns Water Management) 67,920 42,920 25,000
County Bonds
T$
67,920 42,920 25,000
Description Date Book Page Amount Qualified Vac/Imp
QUIT CLAIM DEED 10/1/2003 05134 1606 100 No Improved
SPECIAL WARRANTY DEED 6/1/1994 02792 0693 61,000 Yes Improved
rvacantSPECIALWARRANTYDEED4/1/1994 02762 1700 9,500 Yes
QUIT CLAIM DEED 7/1/1992 02461 0047 100 No Vacant
WARRANTY DEED 8/1/1986 01765 10511 133,200 No Vacant
WARRANTYDEED 6/1/1986 01747 1321 27,000 No Vacant
WARRANTY DEED 5/1/1986 01765 0512 133,200 No Vacant _
WARRANTY DEED 3/1/1982 01402 1 0123 10,100 No Vacant
Method Frontage Depth Units Units Price Land Value
LOT 0.00 0.001 1 1 $15,000.00 1$15,000
Qe'1/Q-h r .nf in rrect? ckk More
Description Year BuiltActual/Effective Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages
1 SINGLE
FAMILY
I1994 6
j
2 2.01 1,064
I
1,496I 1,064
i
CB/STUCCO
FINISH
69,269 76.120 Description Area
OPEN
PORCH 96.00
FINISHED
I GARAGE
Ij FINISHED
336.00
Permits
Permit # Description Agency Amount CO Date Permit Date
00132 REROOF SHINGLES SANFORD 4,925 10/16/2014
01369 NEW -RESIDENTIAL I SANFORD 30,000 4/1/1994
Extra Features
Description Year Built Units Value New Cost
No Extra Features
p
ZIA r ,
r
Certificate of Product Ratings
AHRI Certified Reference Number: 7489174 Date: 6/16/2017
Product: Split System: Heat Pump with Remote Outdoor Unit -Air -Source
Outdoor Unit Model Number: RP1424AJ1
Indoor Unit Model Number: RHIT2417STAN
Manufacturer: RHEEM SALES COMPANY, INC.
Trade/Brand name: RHEEM; RUUD
Series name:
Manufacturer responsible for the rating of this system combination is RHEEM SALES COMPANY, INC.
Rated as follows in accordance with AHRI Standard 2101240-2008 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): 23800
EER Rating (Cooling): 11.50
SEER Rating (Cooling):` 14.00.
Heating Capacity(Btuh) @ 47 F: 22800
Region IV HSPF Rating (Heating): 8.20
Heating Capacity(Btuh) @ 17 F: 12600
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.ahridifectory.org.
TERMS AND CONDITIONS
This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and Un
confidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced; copied; disseminated;)ORMUFMwil
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 confidential reference.
AIR-CONDITIONING, HEATING,
REFRIGERATION INSTITUTE
CERTIFICATE VERIFICATION
The information for the model cited on this certificate can be verified at www.ahridirectory.org, click on "Verity 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. 131421060750724840
2014 Air -Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.:
Ljunne//an, .f-L :f44&& Josephwww. meta/shop. big
Phone: 888-441-2492 Fax; 352-522-0007
Hiller
Notes
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2014
FLORIDA BUILDNC CODE, SULDINC VOLUME AND ASCE 7 — 2010.
MX.`dAM DESIGN LOADS ON BULOINCS AND OTHER STRUCTU2ES.
2. IF, IN THE CONTQACTORS OPINION, ANY W09K THAT 15 INDICATED N
THE DRAWINCS, OR SPECIFIED IN SUCH A MANNER WILL MAKE IT
MPOSS18LE TO PRODUCE A FIRST CLASS PEE OF WORK, OR SHOULD
DISCREPANCIES APPEAR IN DIMENSIONS OR DETAILS THEY SHALL BE
SUBM4TTED TO OWNER BEFORE PROCEEDING WITH WORK.
S. ANY CHANCE FROM THE 02AWNCS ANC / OR FELC CHANCE COWiTIONS, MUS,
BE i;``1EDIATELY BROUCHT TO THE ATTENTION OF THE STRUCTURAL ENCNEER
SO HAT NECESSARY CHANGES CAN BE MAOE AND INTENT OF THE DESIGN !S
CARRIED OUT TO ITS FULLEST EXTENT.
4• ALL ANaIOR/CONNECTION BOLTS SHALL BE N ACCORDANCE WITH ASTH A-307 OR A-325 F.
5. ft4M /M DESIGN LOADS : DEAD LOADS AND LIVE LOADS N
ACCORDANCE WITH THE 2014 FLORIDA BWLONC CODES, CHAPTER 16.
6. SEE MANUFACTURE NSTALLATION FOR AC CONDENSOR UNIT,
7. DESIGN AND ENCeNEERINC 15 FOR THE METAL SHOP ANCHOR CLIP OAd.Y,
SEE MANUFACTURE WSTRUCTIONS AND CERTIFCATIONS FOR PROPER .
NSTOALLATION OF AC UNIT.
l"I iTAL SHOP IT - 4" ANCHOR CLIP
METAL SHOP 713 ro" ANCHOR CLIP
MEETAL SHOP aO3 8" ANCHOR CLIP
Digitally signed by Joseph
Hiller
DN: cn=Joseph Hiller,
o=Florida License# 74583, i
ou, W
einail=hillerengineering@g n•
mail.com, c=US `m
Date: 2016.03.0110:21:38 _
Anchor -05'00'
1. The anchor clip 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 clip in intended for ground mounted installations only.
4. Anchor clip 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 clips required per ac condenser unit. Clip anchors shall be equally space
around base of condenser unit. A minimum of 2414x 3/4" self drilling screws per
anchor clip. Self tapping screws to have neoprene washers.
Anchor Gip shall be anchored to the concrete pad with 1/4" tapcons 1 3/4" min.
embedment.
6. Attach Tapoon 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.
8. 196 MPH UlIbmate 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 ?
H p H< for exposure C, risk category 11, unit nweigt 600 lbs. s •••
9. 167 MPH Ultimate wind speed for 10.2 sf-ftof surface area .•' °'' aEa80%.:,00'%
facing the wind for exposure D, risk category III and IV for a unit ? No raess
Pweightof500lbs. •
STATE OF
DATE. Jonuory 29, 201
A-1
r
CENTER OF GRAVITY OF
UNIT 18 ASSUMED TO AT AT
THE GEOMETRIC CENTER OF
THE MECHANICAL UNIT.
ANCHORING IS FOR
REGULAR SHAPED UNITS
LE. BOAURE OR
RECTANGULAR NO
BRREOULAR SHAPED UNITS
CONCRETE BASE OR HOST STRUCTURE
TO BE DESIGNED BY OTHERS. CONCRETE
MUST BE 2000 PSI MINIMUM, SEE SITE
SPECIFIC ENGINEERING FOR ROOF TOP
APPLICATIONS OR WOOD SUPPORT MEMBERS
EXTERIOR EQUIPMENT TIE DOWN
GENERAL NOTES:
1. 7145 PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED N ACCORDANCE WITH
THE REOMEMENTS OF THE 2014 FLORIDA SULDINIC CODE FOR USE WITH ASCE 7-10.
THIS PRODUCT MAY BE USED WITH4N AND OUTSIDE THE WCH VELOCITY HURRICANE
ZOIe.
2. NO 1/3% INCREASE N ALLOWABLE STRESS HAS BEEN USED N THE DESIGN OF THIS
ANCHOR SYSTEM.
3. 'ALLOWABLE DESIGN 514OWN ON TABLES IS BASED ON ALLOWABLE SHEAR AND TENSION
LOADS OF MECHANICAL FASTENERS.
4. MAXIMUM & MNTU1 DIMENSIONS AND WW14T UNITS SHALL
CONFORM TO SPECIFICATIONS STATED ON THESE ENGINEERING SHEETS
S. ALL MECHANICAL SPECIFICATIONS, CLEAR SPACE, TONMAGE, ETC. SHALL Be AS PER
THE MANUFACTURER RECOMMENDAT10N5 AND ARE THE EXPRESS RESPONSIBILITY OF THE
CONTRACTOR.
minimum Unit weight: 1301bs E FASTENERS TO BE # 14.3/4' SELF TAPPNC SHEET METAL SCREWS. UNEESS NOTEDCOndensorunitOTHERWISE,
ANCHOR CLIPS. -
THE METAL SHOP 1' CUP MODEL 771 OR
773 CUP ANCHOR AND FASTENERS.
ONE ANCHOR CLIP PER SIDE OF UNIT. (4)
TOTAL (16 GA.) ATTACH: (<SSING J,03/4"
SELF TAPPING SHEET METAL SCREWS TO
EASE OF COMPRESSOR. ATTACH TO
CONCRETE PAD/SLABUS.4VG 1/4x1314'
TAPCO,N
STANDARD ANCHOR SCHEUULt
SUBSTRATE ANCHOR
CONCRM (1)-i/4' .1 3/4'AW WUM OR aW TAPCON, 1 3/4' FULL WM TO CONCRM 2-1/2' WN.
4' TW_K UM, 3122KSI VW EWE OWN" 3' M. SPACING TO /NIP ADICW ANCHOR.
MAXIMUM ALLOWABLE LATERAL WIND PRESSURE (ANCHOR TO CONCRETE PAD)
r,% rno AT VAru rnowFa MTAL OF 4 CLIPS PER UNIT)
MAXIMUM SURFACE
U ITSAREAOFNI
EST FACE
321f'E' Tn iI[I,:ll:xfi-yam
iUM y 1 1.711Z1i.'l Yi-yam
i n;I>Fai i • Ic3 i i 2laE>•
iY,ie it• s; li l;T•Y
7. TAPCONS SHALL BE ITW 8U10EX OE CLOG BRAND, AHD SHALL BE 1/4'.1 3/4'
INSTALLED TO 2000 PSI MA'W COMPRESSIVE STRENCTH. SEE ANCHOR SCHEDULE FOR
NCHOR REQUIREMENTS.
8. ALL STEEL CLIPS SHALL BE ASTM A283 STEEL WITH Fy . 33 KSI.
ALL STEEL MEMBERS SHALL BE PROTECTED ACA44ST CORROSION WITH G40-RATED
CALVANIZED COATING, SLATABLE FOR ALL COASTAL INSTALLATIONS.
9. INSTALL AN ELECTRICAL GROUND, WHEN REQUIRED. ALL ELECTRICAL
CONNECTIONS INCLUDING GROUNDS TO 13E OESICNED & INSTALLED BY OTHERS.
10. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPC9"OSEO LOADS
SHALL BE VERIFIED AND IS NOT INCLUDED N _
THIS CERTFICATION. EXCEPT AS EXPRESSLY PROVIDED HEREN, NO ACOTIONAL
CERTIFICATIONS OR AI'MMATIONS ARE NTENDED.
11. THE SYSTEM DETAILED HEREN IS A GENERIC LOT INSTALLATION. THIS NSTALLATION
DOES NOT PROVIDE NFORMAT04 FOR A SITE SPECFIC INSTALLATION. FOR SITE
CONDITIONS OFFERENT FROM THE CONDITIONS DETAILED
HEREN, A LICENSED ENGINEER OR RECISTERED ARCHITECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE N CON AJNCTIQ.' WITH THIS DOCUMENT.
RECOMENDED FASTENERS
1/4' x 1 3/4' TAFCON
MAXIMUM ALLOWABLE SHEAR LOAD
FOR 1/4' DIA CONCRETE FASTENERS
IN 2000 PSI MINIUMUM STRENGTH
CONCRETE 151 325 LBS. FULL OUT
TENSION LOAD) STRENGTH OF TAFCON IS
505 LSE WITH
1 3/4' MIN. EMBEDMENT:
SINGLE SHEAR: 325 LBS
TENSION: 505 LBS
1. TIE -DOWN CUPS SHALL BE FASTENED TO MECHANICAL HOUSING UNIT WITH (2)-fl4z3/4' STS GRADE 5 SHEET METAL SCREWS.
2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: A). ALUMINUM FRAME OR EXTERIOR HOUSING SHALL BE W03-TB MIN. ALUMINUM SHEET WITH Fty-30 KSL 0.D625' MIN. THICKNESS.
8), STEEL HOUSING UNITS SHALL BE 33KSI MIN . STEEL., GRADE 33, 220A MIN. (t-0.0299'.
3.. MAXIMUM ALLOWABLE WIND PRESSURES MAY BE EQUNALENT GUE TO THE LIMITING CAPACITY OF THE 1" CUP. 4. A MAXIMUM ALLOWABLE VALUE OF 200 PSF HAS BEEN UTILIZED: FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE -SPECIFIC ENGINEERING.
74683
STATE OF
A-2
ra
CENTER OF GRAVITY OF
UNIT ISASSIMED TO AT AT
THE GEOMETRIC CENTER OF
THE MECHANICAL UNIT.
ANCHORING IS FOR
REGULAR SWIPED UNITS
I.B. SOAURE OR
RECTANGULAR NO
IRREGULAR IITAPED UNITS
CENTER OF GRAVITY
HIGH VELOCITY HURRICANE ZONE
m
13OL13 Ux wwHT
UNIT. SEE MANUF,
FOR LAST S12E AND
SLIGHT
n
0
uGennm 3* — mmTlana. Ctmco" DmvIsmw4m-
som I;a pqw
ma raa Ham[ UTAJZE, (1) CUP' AT
HIGH CORNER a*R nx A9SHOWPATH3'
WAX OFFSET j THIS AAICNOR(NC
pEFA1L I'Jltt 1'RFF.SFAkO F. ! FTKIW END OF IffC1IANIGN.
UNIT SPEED OF EXTERIOR EQUIPMENT
TIE DOWN 1/961(fFH Expf , Cat U1 STRUCTURES ft. VSN'rSFEEf1 OF:
1— Cot ir! r A
57RUC RZO OTAAII'1A f1 AN1rJn0
CrL7Cn1 II SUBSTRATE ANCHOR CDNCRETE 4'
THICK M9A
3192K51
WIN.) 1)-1/4' s1
3/49A9 &AI= OR E2C0 TAFCON, 131V EUEL WD TO CONCRIM 2-T/r WN. EDRE DWANCE, 3' &A%
9 MOM TO NY . OJACEHT ANCHOR. MAXIMUM ALLOWABLE LATERAL WIND
PRESSURE (ANCHOR TO CONCRETE PAD) fT).CLIP AT EACH
CORNER (TOTAL OF 4 CUPS PER UNIT) Mk(IMUM SURFACE AREA
OF UNITS FACE
TOTAL OF 8CUPSLARGEST
a i'3Y F.
E aiala• 3ta-yam. iRP iiFi3.3. iY
1 1 3i
GENERAL NOTES: I. THIS
PRODUCT HAS
BEEN DESIGNED AND SHALL BE PA89JCATED N ACCORDANCE WITH THE REQLWZEMENTS OF THE
2014 FLORIDA 8U2DWG CODE FOR USE WITH ASCE 7-10. THIS PRODUCT MAY BE
USED WITHIN AND OUTSIDE THE HICH VELOCITY HURRICANE ZONE. 2. NO 1137E
INCREASE
N ALLOWABLE STRESS HAS BEEN USED N THE DESIGN OF TES ANCHOR SYSTEM. 3. ALLOWABLE
DESIGN SHOWN
ON TABLES 5 BASED ON ALLOWABLE SHEAR AND TENSION LOADS OF MECHANICAL FASTENERS,
4. MAXPIRI & MINIMUM DIMENSIONS
AND WEIGHT UNITS SHALL CONFORM TO SPECIFICATIONS STATED
ON THESE ENCINEERNC SHEETS 5. ALL MECHANICAL SPECIFICATIONS,
CLEAR SPACE, TONNAGE, ETC. SHALL Be AS PER THE MANUFACTURER RECOMMENDATIONS AND
ARE THE EXPRESS RESPONSISLATY OF THE CONTRACTOR. 6. FASTENERS TO
BE
111 14113/4' SELF TAPPING SHEEf PETAL SCREWS. UNLESS NOTED OTHERWISE. 7. TAPCOldS SHALL
Be
ITW BULOEX OE ELCO BRAND, AND SHALL BE 1/4' WITH I 3/4' M. EMBEDMENT.
NSTALU.EO TO 2000 PSI MN6MUM COMPRESSIVE STRENGTH, SEE ANCHOR SCHEDULE
FOR ANCHOR RI UReMENTS. 8. ALL STEEL CUPS
SHALL BE ASTM A283 STEEL WITH Fy m 33 KSI. ALL STEEL MEMBERS SHALL
Be PROTECTED ACANST CORROSION WITH 00-42ATED GALVANIZED COATING, SUITABLE FOR
ALL COASTAL INSTALLATIONS. Q. NSTALL AN MECTRCAU.
CROUNO, WHEN REODREO. ALL ELECTRICAL CONNECTIONS INCLUDING CROUNDS TO
Be DESIGNED & INSTALLED BY OTHERS. 10. THE ADEQUACY OF
ANY EXSTNC STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SHALE.- Be VERIFIED AND
IS NOT .INCLUDED N THIS ,CKTFICATIOM EXCEPT AS
EXPRESSLY PROVDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE
INTENDED. II. THE SYSTEM DETAINED
HEREN .IS A GENERIC UNIT NSTALLATION. THIS INSTALLATION DOES NOT PROVIDE NFORMATION
FOR A SITE SPECFIC INSTALLATION. FOR SITE CONDITna DIFFERENT KOM THE
CONDITIONS DETAILED HEREIN, A UMNSeD ENGINEER
OR RECBTEREO ARCHITECT SHALL PREPARE SITE SPECF;C DOCUME14TS FOR
USE N COMINQCTION WITH THIS OOCtMNIT. RECOMENDED FASTENER.3 1/
4' x 1
3/4' TAPCON MAXIMUM ALLOWABLE SHEAR LOAD
FOR 1/4' DIA
CONCRETE FASTENERS IN 2000 PSI MINIUMUM
STRENGTH CONCRETE IS: 325 1-
55. PULL OUT TENSION LOAD) STRENGTH OF
TAF'CON 15 505 L55 WITH 13/
4' MIN. EMBEDMENT:
SINGLE SHEAR: 325 LBS
TENSION: 505 L55 1,
TIE -DOWN CUPS
SHAD. BE FASTENED TO ,MECHANICAL HOUSING UNIT WITH (2)-#140/4" STS GRADE 5 SHEET METAL SCREWS. 2, MECHANICAL HOUSING UNIT
SHALL CONFORM TO THE FOLLOWING: B. STEEL HOUSING 'UNITS
SHALLR HOUSING BE 33KSI ,MN STEEL,
GRADE 33. 22 GAGE MN. t( =0 BE 6053-T6 MIN.
ALUMINUM SHEET p30' Fty-30 KSI, 0.0625" MIN. THICKNESS. 3. MAXIMUM ALLOWABLE WINO
PRESSURES MAY BE EQUIVALENT DUE TO THE UNITING CAPACITY OF THE 1" CUP. 4. A MAXIMUM ,ALLOWABLE
VALUE OF 200 PSF HAS BEEN UTILIZED; FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE -SPECIFIC ENGINEERING. PATE' January 29, 2 STATUE OF c OR
I t
UPLIFT
0
0
F o vAf JEs
F2: 2401* 0
0
F
F I: 5250 MODE4 m I sHOWN
USE MIN. OF 2, 014x3/4" SCREWS FOR 4" CLIP
USE MIN. OF 2, 1114x3/4" SCREWS FOR 6" CLIP
USE MIN. OF 2, 1*14x3/4" 5CREW5 FOR 8" CLIP
USE 1/4" xi 3/4' TAPCON TO CONCRETE PAD
METAL SHOP 0 111 — 40 ANCHOR CLIP.
METAL SHOP 0 113 6" ANCHOR CLIP
METAL SHOP 883 8" ANCHOR CLIP
MAX UPLIFT: 5051*
WITH 2- 014x3/4a SCREWS PER ,C1P SHEET
METAL
SCREWS
ai4x3/
4' W/
Neoprene
j
washer METALFABTEWft!
W Notes:
1.
AlternatjvW fasteners may be used as shown in the
details. All fastemere must ffW3*t or exceed the
safe wpr`cing load values specified by the manufacturer,
and shall be appr6ved by the building
off}clal. LOAD
CAPAMES FOR TAPCONS Sire
Depih 7A00pi Conroee,00ti pa Cgnn•et 6000 ConcroC nu eakQ' 6Tfronn
Load (
q».) 1/4' 1'
I-
1/4' I-
1 2" 760
L090
1520
430
I,
540 I
S0 L140
L6g0
2,
210 720
850
I'
M 9
1,
160 1,
32g. 1-
3 4 0 2'3 0 74 0 12. Shear
Load (
ibs.) IJs"
r
1—
I/4` 725
1,
053 0
1,
420 2.
130 2.
00 72140
3902.
580 6qO
q2g
L125
L
2 I,
t}4O 130
1-
3/4-1 30 2'3 0 840 1 05 0. NOTE:
The
values toted above o^e .ultonu load cdpaccros For TAPCONS vhch
should Qe reduced by n:erun safety Fula- cr 4 or greoter to
ditfrmrr l4 O.yfiY061fL'orkrA -cod. Reffr to tnt efClOn M prOd4Ct aelecton
qu naik far delete. The aonmtpncy of honor bleak a,.d brrR vorms
greotlr. "rha Wad eapace.ma toted obbve For hollow bWek and bncFt Tapeonshouldbeusgdasvdmonly, Job sae tests should be conducted to RZG'
OMENDED FASTENERS determm the gcWW lood capornmeo time aaWrd,. 1/
4' x 1 3/4' TAPtt_ON I/
4'x i 3/4' MAXIMUM ALLOWABLO BiHEAR LOAD INTO
FOR 1/4' DIA CONCRETt'FASTENERS CONCRETE
IN 2900 PSI MINIUMUNI STRENGTH PAD
CON61RETE 18, 325 LEIn. FULL OUT TENSION
LOAD) STRRWOTH OF TAFCON 16 505
LBS WITH 13/
4" MIN. EMBEOMENTt 81N4'
sLE SHEAR.325 I;E38 0;:•;,t EiVB'+; TENSION;
505 LBS t
No 7480 RX8TATE
GF OAT&
Janpaly 22, 2 A-
4• 1