HomeMy WebLinkAbout2517 Georgia Ave 14-586 (hvac change out)JAN 16 Z014
1 CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
i
Application No: I
L - 5 8 (-P
Q
Documented Construction Value: $ 0 1
Job Address:a51 9 % dt A , t Q
Parcel ID: O l -2 6 3a-"5Dy'- TiSUb- ba l n
Historic District: Yes No 6
Zoning:
Description of Work: f4VIW£C' (bT(l no A.Q_AJ- f to
Plan Review Contact Person: Title:
Phone: Fax: U P -333- E-mail: z -S f OhS Q&JUA-' I ffJ4
Property Owner Information
Name D of . k )no Phone: Z&Lo
Street: rZZ 51 ' ems r%1 07 ( Resident of property?
City, State Zip .,g-0 ?) 2-i1 #K bej rna %UCO be(Afi F. C0Vv 1
V
Contractor Information
Name nrLAIR HEATING & AIR COND. Phone: L?0'?-3 33, - 26(a (
Street:
531 CODISCO,
27T t _ Fax: V 01-333 -
City, State Zip: State License No.: C ACn 5 ak44 R
Architect/Engineer Information
Name: tj 1 A _ -_ Phone: - .- -
Street: Fax:
City, St, Zip:
Bonding Company: A) 1lA-
Address:
Building Permit O
Square Footage:
No. of Dwelling Units:
Electrical 0
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Construction Type:
Flood Zone:
New Service — No. of AMPS:
Mechanical MDuct layout required for new systems)
No. of Stories:
Plumbing O
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm No. of heads:
40
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no
work or installation has commenced prior to the issuance of a permit and that all work will be performed to
meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and
air conditioners, etc.
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.
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.
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. A copy of the executed contract is requ' in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the r' L alculate the
plan review fee based on past permit activity levels. Should calculated charges ce the documented
construction value when the executed contract is submitted, credit will be appli o yo permit fees when the
permit is released.
Signature of Owner/Agent _ _ Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
I ie
of Contractor/Agent _ Date
ROBERT G. DELLO RUSSO
Pri,Contractor/Agent's ame
Signature of Notary -State of Florida we
UTILITIES:
FIRE:
PARMA C. TURNER
W COMMISSION 6 EE ON
PIKES: June 14, 2015
pt 1y,.•`° ded Thiu Notary Publk ndonnllm
Contractor/ Me or
Produced ID Type of ID
WASTE WATER:
BUILDING:
Rev 11.08
r LIlVIITED POWER OF ATTORNEY
Altamonte Springs, Casselberry; Lake Mary, Longwood, Sanford,
Seminole County, winter Springs
Date:
i hereby name and iappoint:
an agent of, MrIm
to be my lawful attorney-in4act tp act for me to apply for, receipt for, sign for and do all. things
necessary to this appointment for (check only one option):
O All permits and. applications submitted by this contractor.
The sp6cific perm't and application for work located at:
N - (sump
yExpirationDateforThisLimitedPowerofAttorney:
License Holder Name:
State License Number:—' C,IA( 3
Signature of License Holder:
STATE OF FL9,RIDA
COUNTY OF, A .,—
The foregoing instrument was acknowledged before me this -deday o
200 , by ROBERT G. DELLO RUSSO who is ersonally known
to me or o who has produced as
identification and who did (did not) take an
at_-- JXAC
Si afore
NotarySeal) , I rA,ll,G • . Print
or type name MIRINDAC.
7URNER • I •
MY COMMISSION# EE OBC798 Notary Public - State o EXPIRES:
June 14, 2015 Commission NO. sonmThruNofagrWblkUndernilbMy
Commission Expires: Rev.
3127/07)
SCPA Parcel View: 0 1 -20-30-504-3 500-0210 Page 1 of 2
f Urrvki Joi,nsrcfn, CtvA Property Record Card
PROPERTY Parcel. 01-20-30-504-3500-0210
APPRAISER, Owner: HOOKS REVONDA V
WJ't6'101.000kR4r~ FLOroDA Property Address: 2517 GEORGIA AVE SANFORD, FL 32771
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Parcel 01.20-30-504-3500-0210 Value Summary
Property Address: 2517 GEORGIA AVE
Owner: HOOKS REVONDA V
Mailing: 2517 GEORGIA AVE
SANFORD. FL 32773 - 4903
Subdivision Name: DREAMWOLD
Tax District: S7-SANFORD
Exemptions: 00-HOMESTEAD (1999)
DOR Use Code: 01-SINGLE FAMILY
Aerial
View - External
Legal Description
LEG LOT 21 BLK 35 DREAMWOLD PS 4 PG 99
Tax Details
2014 Working 2013 Certified
Values Values
Valuation Method Cost/Market Cost/Market
Number of
Buildings
1 1
Depreciated Bldg
46.175 43.430
Value
Depreciated EXFT
Value
240 240
Land Value
9.975 9,975
Market)
Land Value Ag
Just/Markel Value
56,390 53,645
Portability Adj
Save Our Homes
Adj
1.833 0
Amendment 1 Adj
Assessed Valuel 54.557 53,645
Tax Amount without SOH: $540
2013 Tax Bill Amount $540
Tax Estimator
Save Our Homes Savings: s0
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority Assessment Value Exempt Values Taxable Value'
County General Fund 54,557 29,557 25,0D0
Schools 54.557 25.000 29.557
City Sanford 54,557 29,557 25,000
SJWM(Saint Johns Water Management) 54.557 29,557 525.000
County Bondsl 54.5571 29,5571 25,000
I I
Sales
Deed Date Book Page Amount Vacllmp Qualified
WARRANTY DEED 0511998 03430 0832 61,000 Improved Yes
WARRANTY DEED 0511997 03 44 1692 44,100 Improved Yes
SPECIAL WARRANTY DEED 04/1997 03242 0679 42,400 Improved No
SPECIAL WARRANTY DEED 01/1997 03192 0055 100 Improved No
CERTIFICATE OF TITLE 1211996 03178 1679 100 Improvedl No
QUIT CLAIM DEEDI 04119941 027751 01761 19,0001 imp vedl No
WARRANTY DEEDI 07119811 Ll 3481 21181 39,6001 Improved Yes
Find Comparable Sales within this Subdivision
Land
Method Frontage Depth I Units Unit Price Land Value
FRONT FOOT b DEPTHI 601 1301 0001 175.001 $9,975
Building Information
http://www.scpafl.org/ParceiDetails.aspx?PID=01-20-30-504-3500-0210 1 /10/2014
SCPA Parcel View: 01-20-30-504-3500-0210 Page 2 of 2
0 Description Year Built Fixtures Base Total Living Ext Wall Adj Rapt Appendages
Actual/Effective Area SF SF Value Value
1 SINGLE 1980 6 1,022,001,344.00 1,022.00 CONC 546,175 54,645
FAMILY BLOCK
Description Area
GARAGE
FINISHED
312
OPEN PORCH
FINISHED
10
Permits
Permit q 1 Type Agency Amount I CO Date Permit Date
026781 Addition - Residential Sanfordi $1,961 05/15/2005
Extra Features
Description I Year Blt I Units I Value I Cost New
WOOD UTILITY BLDG 1990 100 $240 5600
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http://www.scpafl.org/ParcelDetails.aspx?PID=01-20-30-504-3500-0210 1 /l 0/2014
Certificate of Product Ratings
AHRI Certified Reference Number: 5211704 Date: 1/10/2014
Product: Split System: Heat Pump with Remote Outdoor Unit -Air -Source
Outdoor Unit Model Number: CH13NA030****A
Indoor Unit Model Number: F134CNF030
Manufacturer: CARRIER AIR CONDITIONING
Trade/Brand name: CARRIER AIR CONDITIONING
Series name:
Manufacturer responsible for the rating of this system combination is CARRIER AIR CONDITIONING
Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air -Conditioning and Air -Source
Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent, third
party testing:
Cooling Capacity (Btuh): 28600
EER Rating (Cooling): 11 AO
SEER Rating (Cooling): 13.00
Heating Capacity(Btuh) @ 47 F: 28600
r.
Region IV HSPF Rating (Heating): 7.70
Heating Capacity(Btuh) @ 17 F: 17700
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
unauthoraed ahemtion of data listed on this Certificate. Certified mtings are 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, 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, personal and confidential reference.
CERTIFICATE VERIFICATION
The information for the model cited on this certificate can be verified at www.ahridimctory.org, As Ulm Air -Conditioning, Heating,
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 below. A..n ,' and Refrigeration Institute
02013 Air -Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 130338266519747609
wrightsoft• Project Summary
Enure House
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
For: HOOKS REVONDA V
2517 GEORGIA AVE, Sanford, FL 32773
Notes:
Weather: Orlando Sanford AP, FL, US
Winter Design Conditions
Outside db 42 °F
Inside db 70 OF
Design TD 28 IF
Heating Summary
Job: R.S.B Homes
Date: 01/14/2014
By: AS
Summer Design Conditions
Outside db 93 OF
Inside db 75 OF
Design TD 18 OF
Daily range M
Relative humidity 50 %
Moisture difference 38 gr/lb
Sensible Cooling Equipment Load Sizing
Structure 16495 Btuh Structure 16434 Btuh
Ducts 4948 Btuh Ducts 7395 Btuh
Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 21443 Btuh Use manufacturer's data y
Rate/swing multiplier 1.00
Infiltration Equipment sensible load 23830 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average
Fireplaces 0 Structure 1713 Btuh
Ducts 1171 Btuh
Heating Cooling Central vent (0 cfm) 0 Btuh
Area (ft 1022 1022 Equipment latent load 2884 Btuh
Volume (W) 9212 9212
Air changes/hour 0.45 0.23 Equipment total load 26714 Btuh
Equiv. AVF (cfm) 69 35 Req. total capacity at 0.86 SHR 2.3 ton
Heating Equipment Summary Cooling Equipment Summary
Make Carrier Make Carrier
Trade 13 SEER PURON HP Trade 13 SEER PURON HP
Model CH13NA030""A Cond CH13NA030""A
AHRI ref 5211704 Coil FB4CNF030
AH R I ref 5211704
Efficiency 7.7 HSPF Efficiency 11.0 EER, 13 SEER
Heating input Sensible cooling 24596 Btuh
Heating output 28600 Btuh @ 47°F Latent cooling 4004 Btuh
Temperature rise 26 OF Total cooling 28600 Btuh
Actual air flow 1000 cfm Actual air flow 1000 cfm
Air flow factor 0.047 cfm/Btuh Air flow factor 0.042 cfm/Btuh
Static pressure 0 in H2O Static pressure 0 in H2O
Space thermostat Load sensible heat ratio 0.89
Calculations approved by ACCA to meet all requirements of Manual J 81h Ed.
Awri htsoft• 2014-
Jan-1410:13,14 j
Right -Suite® Universal 2013 13.0.08 RSU07938 Page 1 Jord1R.
S.B Homes. 2517 Georgia Ave. Santord.rup Calc MJ5 House laces, W
Component Constructions Job: R.S.B Homes
wrightsoft- P Date: 01/14/2014
Entire House By: JLB
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM
Project• •
For: HOOKS REVONDA V
2517 GEORGIA AVE, Sanford, FL 32773
Design Conditions
Location: Indoor: Heating Cooling
Orlando Sanford AP, FL, US Indoor temperature (OF) 70 75
Elevation: 56 it Design TD (OF) 28 18
Latitude: 29 IN Relative humidity (%) 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 38.1
Dry bulb (OF) 42 93 Infiltration:
Daily range (OF) - 17 ( M) Method Simplified
Wet bulb (OF) - 75 Construction quality Average
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain
fir BUIhAF-'F Ip-f/BWh Stuhill° BNh BWh/IP Bah
Walls
13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board n 136 0.201 0 5.57 756 4.38 595
ini Irish a 270 0.201 0 5.57 1503 4.38 1183
S 350 0,201 0 5.57 1950 4.38 1535
W 126 0.201 0 5.57 702 4.38 552
all 882 0,201 0 5.57 4911 4.38 3865
Partitions
12B-Osw: Firm wall, r-11 cav ins, 1/2" gypsum board inl fnsh, 2"x4"
woodlrm
Windows
1A-0om: 1 glazing, clr glz, mtl no brk frm mat, 1/8" thk; 50% drapes,
medium; 1 ft overhang (3 ft window ht, 1 ft sep.)
Doors
11JO: Door, mil Ibrgl type
11 DO: Door, wd sc type
Ceilings
16B-19ad: Ailic ceiling, asphalt shingles root mat, r-19 ceil ins, 1/2"
gypsum board int fnsh
Floors
22A-cpl: Bg floor, light dry soil, on grade depth, carpet fir fnsh
299 0.097 11.0 2.69 802 1.76 524
n 21 1,270 0 35.2 739 32.9 691
e 18 1,270 0 35.2 633 75.9 1367
S 30 1.270 0 35.2 1055 32.9 987
w 24 1.270 0 35.2 844 75.9 1822
all 93 1.270 0 35.2 3272 52.3 4868
n 21 0,600 6.3 16.6 349 18.5 389
w 21 0.600 6.3 16.6 349 18.5 389
all 42 0.600 6.3 16.6 698 18.5 779
n 21 0.390 0 10.8 227 12.1 253
1024 0,049 19.0 1.36 1389 2.67 2728
113 0.989 0 27.4 3096 0 0
2014-,t'dn-14 10:13:14
wrightsoft• Right-Suile® universal 2013 13.0.08 RSUD7938
AMPage 1tord\R.S B Homes, 2517 Georgia Ave, Sanbrd.ruD Calc - MJB House laces W
wrightsofr Right-J® Worksheet
Entire House
D`EEL-AII R
QHNEAI
TII NG & AIR
531 CODISCO WAY, SANFORD, FL 3277T Phon D407I333-Z 65 Fax: 407-333.3853 Web: WWW.DEL•AIR.COM
Job: R.S.B Homes
Date: 01/14/2014
By. JLB
1 Room name Entire House Whole House
2 Exposed wall 113.0 It 113.0 It
3 Room height 9.0 It 9.0 It heal/cool
4
5
Room dimensions
Room area 1023.5 112
1.0 x 1023.5 It
1023.5 fit
Ty Construction U-value Or HTM Area (41 Load Area (fly Load
BluWlt;'F) BtuWll I or perimeter (11) Bluh) or perimeter (It) Btuh)
Heat Cod Gross N/P/S Hew Cod Gross WP/S Heat Cod
6 VLI
13A 2ocs 0.201 n 5.57 4,38 178 136 756 5599; 178 136 756 595
tAclom 1.270 n 35.18 32.92 21 0 739 691 21 0 739 691aO11,10 0.600 n 16.62 18.54 21 21 349 389 21 21 349 389
t C
13A•2ocs- 0.201 8 5.57 4.38 288 270 1503 1183 288 270 1503 1183
11 IA-clom 1.-270 e 35.18 18 0 633 1367 18 0 633 1367
13A-2ocs - 0.201 s 5,57
75.93
4.38 380 350 1950 1535 380 350 1950 1535
IA-ctom- -- ----
13A-2ocs
1.270
0.201
s
w
35.18
5.57
32.92
4.38
30
171
30
126
1055
702
987
552
30-
171
30
126
1055
702
987
552
lAclom 1.270
0.600
w 35.18
16.62
75.93
18.54
24 0 844
349
1822 24
21
0
21
844
349
1822
389
q
0
12B-Osw 0.097
w-
2.69 1.76
21
320
21
299 802
389
524 326 299 862 524
11 DO _
16B•19ad -
0.390
0.049
n 10.80
1.36
12.05
2.67
21
1024
21
1024
227
1389
253
2728
21
1024
21
1024
227
1389
253
2728C _
0,989 27.40 0.00 1024 113 3096 0 1024 113 3096 0
6 c) AED excursion 0 0
Envelope loss/gain 14394 13017 14394 13017
12 a) Inlinration 2101 698 2101 698
b) Room ventilation 0 0 0 0
13 tntemal gains: Occupants @ 2W 4 920 4 920
Aoiances/other 1800 1800
Subtotal (lines 6 to 13) 16495 16434 16495 16434
Less extemal load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 16495 16434 16495 16434
15 Duct loads 30% 45% 49481 7395 30% 459b 4948 7395
Total room load 21443 23830 21443 23830
Air required (clm) 1000 1000 1000 1000
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
e wrightsOfC 2014-Jan-1410:13.14
Right -Suite® Universal 2013 13 0.08 RSU07938 Page 1
tordlR S B Homes, 2517 Georgia Ave, Sanbrd.rup Calc a MJ8 House faces. W
wrightsoft• Manual S Compliance Report
Entire House
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone, 407-333.2665 Fax, 407.333.3853 Web: WWW DEL -AIR COM
For: HOOKS REVONDA V
2517 GEORGIA AVE, Sanford, FL 32773
Design Conditions
Outdoor design DB: 93.0 °F Sensible gain: 23830 Btuh
Outdoor design WB: 75.1 °F Latent gain: 2884 Btuh
Indoor design DB: 75.0 °F Total gain: 26714 Btuh
Indoor RH: 50% Estimated airflow: 1000 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Carrier
Actual airflow: 1000 cfm
Sensible capacity: 24589 Btuh
Latent capacity: 3898 Btuh
Total capacity: 28488 Btuh
Design Conditions
Outdoor design DB: 42.3 cF
Indoor design DB: 70.0 OF
Model: CH13NA030""A+FB4CNF030
103% of load
135% of load
107% of load SHR: 86%
Heat loss: 21443 Btuh
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Carrier Model: CH13NA030""A+FB4CNF030
Actual airflow: 1000 cfm
Output capacity: 28045 Btuh 131% of load
Supplemental heat required: 0 Btuh
The above equipment was selected in accordance with ACCA Manual S.
Job: R.S.B Homes
Date: 01/14/2014
By: JLB
Entering coil DB: 77.7°F
Entering coil WB: 63.7°F
Entering coil DB: 69.1 OF
Capacity balance: 41 cF
Economic balance: -99 OF
2014 lan-14 10:13:14
wrightsoft- Right.SuueO Universal 2013 13.0 08 RSUD7938 Page 1Z6K ...lord\R.S.B Homes, 2517 Georgia Ave, Sanford. rup Calc - MJ8 House laces: W
Page 1
4I
DEL -AIR
Heating • Air Conditioning
State Ccn CAW32Me Appliances • Electrical
888)-831-2665
24 Hours - 7 Days a Week
WWW.OfLAIR.COM 84-2013
R.S.B Homes 386-527-8490 1113/2014 ; Richard DelMastro
2517 Georgia Ave Cell Email 407-492-6567
Sanford FL 29p WWW.DELAIR COM
I a a
Cartier Comfort 13 Puronm HP 2.5 Ton 13.0 5,733 807 4,926
Carrier Limited Factory Warranty: 10 years all functional parts 1 year on labor.
Readamiat Use
Only
On a 93 Degree Day the inside Temperature can be 78 and on a 30 Degree Day the Temperature will Average 70 Degrees
Enter Optional First Planned Maintenance Here
o a
All Extended warranties require annual maintenance or coverage is declined
Optional Extended Warranty S - Declined
Hybrid 8 Tankless Water Heaters
Optional IAO Enhancements
Efficiency Agreement 0 Ot. 0 0
a
A/H 49 Wa x 17 &a x 221/16 CE2401C06 1 FB4CNF030T00
COND 1 77113 X 36 X 36 1 2SHBC330
Recommended Thermostat HONEYWELL 3htg/2cIg Programmable HP & SC
Platform Liner & New Top
1 TH6320U1000INC
1
Line Set Recommended But Declined 318 314
For Duet Seal Enter The Number Of Supply and Return Drops to Be Sealed to the Right 7 Duct seal dros SADDLE
BACK RETURN up to 117 of Rex DRYER
DUCT - NOTE: (RECONNECT TO EXISTING ROOF CAP CUSTOM
HOOD 3
1
1
50
CFM FAN 2 690RA1669 RNB R/I + T Dispose
Of Old Equipment 1 New
In -Line Safety Float Switch 1 Rework &
Insulate Existing Drain Line 1 New
Code Approved Hurricane Straps 1 Reconnect
Existing Supply Plenum to new unit 1 Paying
By aunno O
S ADD $
388.00 TO REPLACE REFRIGERANT AND DRAIN LINES, ADD $100.00 FOR CONDENSOR
PAD a.
I Total
S 4,925 S
S
Del -
Air Discount t No
Power Company Reba t S No
MFG Rebate Down
Payment Balance
Due S 4,925 Date
1/132014 5.
Home Prosal Valid Until 2/122014 Richard De1MasVo Page 1
of 2
4 '
411 m I CITY OF SANFORD
DEC 3 12013 BUILDING & FIRE PREVENTION
i PERMIT APPLICATION
Application No: I g Documented Construction Value: S #5. 14 *72
Job Address: Z '1 `7 C P 0 cgi eci Utz SoninrA Historic District: Yes No 11
Parcel ID: O) - 20 30-SO 4--7iriCC) -02-10 Zoning:
Description of Work: s mp_ A ff Gt h
Plan Review Contact Person: 2S e r% !S bg i le4 Title: :Sfr_CC tnc,
Phone: 3Rio -5Z'j -8¢ciO Fax: — E-mail: r-s6'1pT,6'%Wjv r, Property
Owner Information Name
onda V IHan k s Phone: 40 `7 - 7 2-1 - 33. / 9 Street:
Z5 / 7j en rQ i a)a U• Resident of property? : / r S City,
State Zip: Sofa rd Contractor
Information Name
Queer} S c .c•„ 1-IPhone: A _ /o -57-'7 -84!33 Street:
185-9 7 +k A U. Fax: City,
State Zip: he j G n d 1` 1 . 3 7 7 2d/ State License No.: CBC 125 11 I G Architect/
Engineer Information Name:
Phone: Street:
Fax: City,
St, Zip: E-mail: Bonding
Company: A o 6 Owners Address:
nC__ r ln D r i 11l U Mortgage
Lender: Address:
PERMIT
INFORMATION Building
Permit O Square
Footage: /-Vt4 Construction Type: No. of Stories: 1. No.
of Dwelling Units: Flood Zone: Electrical
IN New
Service - N o. of AMPS: / 5,: O A r 1 Mechanical
13 (Duct layout required for new systems) Plumbing
IN New
Construction - No. of Fixtures: Fire
Sprinkler/Alarm O No. of heads:
RECE 1/ [4.1
D - - AN 14 2014 -- CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 1 4- S a Documented Construction Value: $ Z. 00'-
Job Address: - Z S 1-7P _ i r. A Historic District: Yes No W
Parcel ID: OI -; O -'?60 - 504- -b500-0 iZ 10 Zoning:
Description of Work: -1p ., P I rkrt' c 5e ri,i , o e tie 'XPL dCrdc to /S'0l
Plan Review Contact Person: Title.
a
Phone: Fax: E-mail:
Property Owner Information
Name 2e l)nprTHrX-1ks Phone: /Id `7-7 2 1 - 3 3/5
Street: Z•517 a ot^a i a i, . Resident of property? : P
City, State Zip: Sg M o rrl F I . 3 27-
Contractor Information
Name A4 ylriC c Phone:
Street: Pe- &A, i9907V Fax:
City, State Zip: a.,, 3alc9d State License No.:
Architect/Engineer Information
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Building Permit 13
Square Footage:
No. of Dwelling Units:
Electrical [A
New Service - No. of AMPS:
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Construction Type: No. of Stories:
Flood Zone:
Plumbing 0
New Construction - No. of Fixtures:
Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads:
0
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no
work or installation has commenced prior to the issuance of a permit and that all work will be performed to
meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and
air conditioners, etc.
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.
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.
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. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to'your permit fees when the
permit is released.
Signature of Owner/Agent Date Wignalum.rConnimetor/AgOK-Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced 1D Type of ID
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
12103
Prin Contract or/A e Q1TJ aFFIF
y,PIR S •• ': 1 fir.
Signature of vtart t!(Florida DateffI
y doh
Contractor/Agent is ersonally Known to Me or
Produced ID Type of ID 1 ID 1
WASTE WATER:
BUILDING:
Rev 11.08
Application is hereby wade to obtain a permit to do the work and installations as indicated. I certify that no
work or installation has couuuenced 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.
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.
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 CONLVIENCEMENT.
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. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released. A
Signature of Onmer/Agent
Print Ottmer/Agent's Name
Date
Signature of Notary -State of Florida Date
Print Contractor/Agent's Name
fa..3/. i3
Notary Public . 51a1e 01 Florida
c My Comm. Expires Feb 25. 2015
Commission N EE 60182
Bonded Through Nalielal Notary Assn.
Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or , ,1
Produced ID Type of ID Produced IDType of ID . fit-{ ' AnIl
APPROVALS:
ZONING: CqI' r/ UTILITIES: ENGINEERING:
I' 1- ) y COMMENTS:
Rev
11.08 FIRE:
WASTE
WATER: BUILDING: -
f r- (Y Tw
rA
Y
l '
Application w
Job Address:
Parcel ID: Ql-
Description of W
Plan Review Con
Phone:
CITY OF SANFORD
BUILDING $ FIRE PREVENTION
PERMIT APPLICATION
Documented Construction Value: $ cL
Historic District: Yee No Qi .
32inZoning:
t
t Person: Title:
E-mail:
Property Owner Information
Name
Phone: - 2/- 3 69
Street:
Resident of property?
City, State Zip: 50'r4er,A
Contractor Information
Name
Street:
City, a
Fax:
Phone: 68 6 - 7 35 - g C
Fax: 3$ (d -
State License No.: 0715;f 4 3 0
dormation
Name:
Street:
City, St, Zip: _
Bonding Companyl
Address: '
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
I
Building Permit p
J PERMIT INFORMATION
Square Footage: I Construction Type: ^ No. of Stories:
No. of Dwelling Units: Flood Zone:
Electrical 13 ` Plumbing C
New Service — No. f AMPS: New Construction - No. of Fixtures:
Mechanical (budt layout required for new systems) Fire Sprinkler/Alarm No. of heads:
Z d 9 10'ON )ui 'Suipnid uallm uaj MS:Z Ml V'u f
Jan.14. 2014 3:15PM ken mullen plumbing, inc.
A
No. 0154 P. 2
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no
work or installation has commenced prior to the issuance of a permit and that all work will be performed to
meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and
air conditioners, etc.
OWNER'S AFFID VIT: 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.
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 ATTOR ilEY 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,
Acceptance of permit is verification that l 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. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when thepermitisreleased.
SignaturoorOwner/Agent Date —'
Print Owner/Agent's Nanve
SiVature of Notary -State of Florida Date
Owner/Agent is _ Personally Known to Me or
Produced ID Type of ID
a. -d /kad 1-1 15 11
SI Mum orCon1nsC1or/Agen1 1 as
Print Cor+ttactor/Agenl'e Name
IIIIf 13
KNMLY SCHMIDT
My Public • Note of Florida
My Coft. Esplrns Jul 91. 201?
Commloolon N FF 081475
Bonded inrooyr ydWW pots' •• C
Produced 1D Type of ID
APPROVALS: ZONING: UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING:
COMMENTS:
Rev 11.08
or
RSB Homes Inc
1859 711 Av
Deland FI.32724 OWCE
386-527-8490
PERMIT #
Scope of Work
2517 Georgia Av
Sanford FI 32773
Seminole County Community Rehab
CC-8780-13/AMM
1 Repipe with new water supply lines thru the attic.
2 Install new windows
3 Install new HVAC to existing duct work
4 Install new 150 Amp Electric Panel
5 Repair some soffit
6 Repaint home inside and outside
7 New Flooring
8 New Tub with Tile
SANFORD BUILDING DIVISION
THESE PLANS ARE REVIEWED AND COMMONALLY
ACCEPTED FOR PERMIT. A ISSUjU PERMIT SHALL BE
DEEMED PERMISSION TO PROCEED WITHN L- ALTO
OR SET ASIDE ANY OF
THE WORK -
AND NOT AS AUTHORITY PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMITREQEVWUIRING A
E
BUILDING DIVISION FROM THEREAFTER CONSTRUCTIONCORRECTIONOFERRORSOTHEOR
OTHER VIOLATIONS OF THE CODE.
PERMIT #
VoIAMI-MOPDE aF\Ct_
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY U805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www,minmidade.eov/Vera/
PGT Industries
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "SH-200" Aluminum Single Hung Window — N.I.
APPROVAL DOCUMENT: Drawing No. MD-SH2O0-01, titled "Single Hung Window Installation"
sheets 1 through 8 of 8, dated 05/11/11 with revision A dated 10/10/11, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control
Section.
MISSILE IMPACT RATING: None
LABELING: Each unit shall bear a permanent label with the manufacturees name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 11-0614.01 and consists of this page 1 and evidence page E-1, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 11-1013.12
MIAMFDJ DECOUIVTY Expiration Date: September 01, 2016
Approval Date: December 08, 2011
Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. MD-SH2O0-01, titled "Single Hung Window Installation" Sheets 1
through 8 of 8, dated 05/11/11 with revision A dated 10/10/11, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of series SH-200 aluminum
single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report
No. FTL-6479, specimens 1 thru 26, dated 03/28/11, signed and sealed by Marlin D.
Brinson, P.E.
Submitted under previous NOA #11-0614.01)
C. CALCULATIONS:
1. Anchor verification calculations and structural analysis, complying with FBC-2007
and FBC-2010, dated 06/08/11 and updated on 10/07/11, prepared, signed and sealed
by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to the FBC-2007 and FBC-2010, dated 10/07/11,
signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated 10/07/11, signed and sealed by Anthony
Lynn Miller, P.E.
3. Proposal No.10-1066 issued by BNC, dated 11/09/10, signed by Ishaq Chanda, P. E.
G. OTHERS
1. Notice of Acceptance No. 11-0614.01, issued to PGT Industries for their Series "SH-
200" Aluminum Single Hung Window — N.I., approved on id expiring on
09/01 /16.
Manytrerez, P.E.
Product ContW Examiner
NOA No. 11-1013.12
Expiration Date: September 01, 2016
Approval Date: December 08, 2011
E-1
GENERAL NOTES: SERIES 200 NON -IMPACT SINGLE HUNG WINOOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE. INCLUDING THE HIGH VELOCfTY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE REQUIRED WHEN USED IN WIND4SORNE DEBRIS REGIONS.
3) FOR MASONRY APPLICATIONS IN MAIy04TADE COUNTY. USE ONLY MIAM047ADE COUNTY APPROVED MASONRY
ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. ASTM CM CONCRETE
MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLES 5 & S. SHEET 4 S &
4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE S. SHEET 4. ALL WOOD BUCKS LESS THAN
1-I? THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED
DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.1? THICK OR GREATER. IX AND 2X BUCKS
WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS
OF SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 & S. SHEET 4 S & NARROW JOINT SEALANT IS USED ON ALL
FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE
OF THESE INSTRUCTIONS
0) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE
SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS WOOD BUCKS, BY OTHERS, MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW.
7) DESIGN PRESSURES:
A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM
E1300.
S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL TEST PRESSURE. FRAME
ANALYSIS AND GLASS PER ASTM E1300.
I) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE W14DLOADS CORRESPONDING TO
THE REQUIRED DESIGN PRESSURE THE 331/J% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF
THIS PRODUCT. THE 1.0 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.
ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS
OF THE FLORIDA BULGING CODE FOR CORROSION RESISTANCE.
0) REFERENCES: TEST REPORTS FTL-6470; ELCO ULTRACON NO& ELCO CREIEFLEX NOA: AWSIAFBPA NDS-2005
FOR WOOD CONSTRUCTION AND ADM4K0& ALUMINUM DESIGN MANUAL
10) THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES (FLANGE FRAME) OR
4001 SERIES (FIN FRAME).
WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR. MAY BE USED BY INSCRIBING THE
SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 & 3.
NO ANCHORS
REQUIRED IN
FLANGE
FRAME HEAD
B' MAX FROM -
CENTER OF
MEETING
ALL
0' MAX FROM
CENTER OF
MEETING
RAIL
1_
MAX
I- WIDTH —.-I if WIDTH I
r/ilr
HEIGHT _ HEIGHT
QWLtIfE IRpVlEwralEt MfalfOr paONewA1,111@l IUOUpIp EGIVLUIf:
53.118- TIP -TO -TIP WIDTH
fit-VB' BUCK WIDTH
441fS'
f VISIBLE LIGHT W MAX
3
VISIBLE
21- LIGHT
MAX 7D'
TIP -TOaltTIP
n, HEIGHTA
BUCK
HEIGHT
MAX. O.C.
3' MAX
L
W MAX 0.(
I
NO ANCHORS REQUIRED 3' MAX.
IN FLANGE FRAME SILL
TYP. FLANGE FRAME ELEVATION
TESTED UNIT)
DESIGN PRESSURE RATING IMPACT RATING
VARIES.
SEE SHEETS 2 & 3
NOT RATED FOR
IMPACT RESISTANCE
11111111ff
ILYNN MAI(FR
F
1111111j1
A. LYNN MILLER P.E.
K
TYP. INTEGRAL FIN FRAME ELEVATION
TESTED UNIT)
GENERAL NOTES, ... .... ..... _.__.1
ELEVATION& ..................... _. 1
DESIGN PRESSURES._..__.2 & 3
INSTALLATION. PLAWA._._ 4
INSTALLATION. INTEGRAL FIN_ 5
ANCHOR QUANTITIES_....__.._..0
GLAZING DETAILS.-....-.-..... 7
CORNER ASSEMBLY..--.--.__ 7
EXTRUSION PROFILES....._ ........ a
PARTS UST._ ..............
PRODU"
w116 ate Fbft
OmldiM CodeAcwFWMN$ I: 013N2
R Wmd OF Oaf: Aor011No: P,xorolpn - IG
JJ 10/10/11 2010 FBC NOTE B7
i R•dr d W. Oaf•: IitrWfn: owl= O•d• 1'rodw Can7
ow Oro•n By.'
GENERAL NOTES & ELEVATION J ROSOWSKI
1070 TECINOU= ORNE
N•vENIC' FL 34275
Tlfc Oaft
SINGLE HUNG WINDOW INSTALLATION 05/11/11
P.O. BOX 1529
NOKOMIS. FL 34274 S•R• Scow Oro•aq Ito. A
CURT. OF AUTH. /2020& SH-200 NTS 1 OF 8 MD-SH2O0-01
TASTE 1:
TABLE 2:
PRODUCT REVISED -
m ift
OaiWwa COA4 - O 1AcapltnuNo
1(0MbnD,W
nr
woauclMime•
Y Q
TABLE 3•
0 Q
0 o
a 0
xH
W g
0 Fa- Go
0
FIGURE A: SASH 0 f N
CROSS SECTION 0 AMONOLITHICZ
Z I-
II NZ
a Z
tL = o
Z CV
2 _j i
VISIBLE UOF(T
SASH N
HEIGHT I
HEIGHT Q 3E Z
e I
33 C
SASH HEIGHT • 3•SMG II
9 Siv ^
4'x
did
d a
1111nrrrulj
NOTES
1) USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH Iff _ c O W O& .
ANNEALED GLASS (TYPE A} _ W 4L O yr ZO
21 FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH J'. V ;
OR HEIGHT DIMENSION SHOWN ON THE TABLE. y?'.,%
ry1111, 111\\`
Maximum
yyl
9Mr
Sash Height'
see Figure A. tide sheet)
Design Pressure (Ibs/lt2) for Glass Type A, Fin 8 Flange Frame
Maximum )Mndav Wldlh'
19.118' 28.1/2' 33' 3T 41" 4S 49" 53.1/8"
23' 11.8I16' (Equal Ute) 55.0 90.0 rS5.0 80.0 65 0 90.0 55 0 90.0 55.0 80.0 b5.0 90.0 56.0 90.0 SS.O 00.0
under 18.9116' 55.0 80.0 55.0 90.0 55.0 75.2 55.0 65.5 55.0 b7.3 50.2 50.2 44.8 4.8 39.9 39.9
3T 18.9I18' (Equal Lite) 55.0' 90.0 55.0 90.0 55.0' 84.2 55.0 74.5 55.0 68.3 35.0' 1.0 55.0' 57.7 a55.0 55.0
over 18.9118' 55.0' 90.0 55.0 90.0 55.0 75.2 55.0 j -65.5 55.0 7.3 50.2' 60.2 44.8 4.8 a39.9' 39.9
ranter1S718° 55.0I g00 55.0I 87.1 55.0 79.4 55.0I 83.8 55.0 58.8 a500 50.0 44.8I 4.8 40.0I 40.0
8"
1 S7/8" llw 193118' a 55.0 90.0 55.0 90.0 55.0 78.7 55.0 88.0 55.0 68.5 a51.1 51.1 45.9 45.9 41.3 1.3
19.1/4' (Equal Ute) 55.0 90.0 55.0 90.0 55.0 82.7 55.0 728 55.0 83.5 55.0 57.9 54.2 54.2 51.b 51.5
Doer 19.114' 55.0 90.0 55.0 7.1 55.0 73.4 55,0' 83.8 55.0 58.8 r500' 50.0 44.6' 4.8 r40.0 40.0
udder 19.9116' 55,0 81.5 55.0 72.3 4;1.3 55.0 65.3 50.5 I -50.5 45.8 45.8 42.0 I -42.0 38.7 38.7
45"
19.9/18' thN 22S18' a 55.0 90.0 55.0 I .87,g 55.0 74.0 55.0 4;4.3 b5.0 I 58.9 501 I 0.1 44.8 41.a 40.0 4
Monolithic Glass Types
A 1/8" Annealed
B 1/8' Tempered
C 3118' Annealed
0 3118" Tempered
E 1/4' Annealed
F i/4" Tempered
Insulated Glass Types
G 1/8" Annealed. i!4" Airspace, 1!8' Armealed
H 3l16' Ameeled 3116' Airspace, 1l8" Annealed
I 1/8" Tempered, 1/4" Airopace, 1/8' Tempered
J 3/18' Tempered, 3116" Airepaee, 1/8" Tempered
INSTALLATION DETAILS FOR FLANGE FRAMES I
INSTALLATION OPTIONAL ADOON 13O
OPTION 1
FLANGE ® HEAD,
sal a owes
CURVED HEADER
INSTALLATION INTO WOOD
2X, SEE NOTE 2. THIS SHEET. ~
EMBEDMENT
L1N•MAX
Iw f
SHIM MAX
SHIM
3 TYP. ANCHOR TYPE,
EMSEDMENTAND
1.465" I EDGE DISTANCE 1
L_ it Pot SUBSTRATE.
SEE TABLE 5. THIS INSTALLATION
36 SHEET. OPTION 1
VISIBLE I STRAIGHT HEADER
LIGHT 11
6t INSTALLATION ONTO
HEIGHT WOOD 2X. NO ANCHORS
I 30 REQUIRED AT HEADER.
BUCK EXTERIORHEIGHT
I a
412 STEEL
SELF -DRILLING
SMS (05). SEE
TABLE S. THIS
SHEET
INSTALLATION
OPTION 4
TIP-TO•TIINSTALLATION UNIT
LOCATION: NEIONf
J 04V FROM ANCHORS35 DIRECTLYINTO i
VENT END. METAL. VISIBLE
1 7 M LIGHT
I HEIGHT
I I 34 DADEAPPROVED MULLION. 1 ALUMINUM,
STEEL FRAMING OR EXTERIOR r 1
11 STEEL STUD. SEE SUBSTRATE CONCRETEIdNU CONCRETEICMU
EMBEDMENT PERANCHOR
PER
ANCHOR REQUIREMENT REQUIREMENT
TYP ANCHOR 3 TYPE,
EMBEDMENT
AND
tN•MAX
41 47 EDGE DISTANCE EDGE 6/
PER SUBSTRATE. 14 10
DISTANCE SEE
TABLE 5. THIS SHEET.
TYRANCHOR V
1EMBEDMF TYPE, 36EMBEDMENTEDGE
04 AND
EDGE
DISTANCE DISTANCE PER
24 GHT SUBSTRATE. ------ ,
SEE
TABLE
6. ' THIS SHEET.
43 EXTERIOR
INSTALLATION INSTALLATION fvl
OPTION 3 OPTION INSTALLATION
BUCK
1 AOTN THROUGH IX SUCKSTRIP ANCHORS DIRECTLY
TNTO•TIP VwOTH INTO MASONRY. INTO MASONRY.
HORIZONTAL SECTION
A -A 114' MAIL
SHIM USE EITHER
LATCH (d
99) OR BOTTOM LOCK
10111 TESTED
TABLE 5:
Anchor Group
Anchor
Substrate
Min. Edge DIstanae Min,
Embedment
A
114"
410 SS CreteFlex Urlgrouted CMU. (ASTM C-00) 1• I-rl' B 912
Steel
SMS Screw (05)
P.T.
Soulhem Pine (SO - .55) 9116' 1l18' 1/4^
410 SS CreteFlax Concrete (min. 3.35 keg 1- 1" Ungraded CMU, (
ASTM C410) 144' 1-U4" C IM
Steel Ultrecon P.T.
Southern Pine G a .55 1' I-=, Concrete (min
2.7 kel) 1- 11w, Unipouted CMU. (
ASTM C-90) 1' 1-114" MIMIMUM OF
3 THREADS BEYOND THE METAL SUBSTRATE. Aluminum, ti083•
T5 min. 3/8' 1/8"• Steel Stud,
Or. 33 min. 3/6' 0.0348 (20 Ga)• A36 Steel
9/6' 1/B'• P.T.
Southern Plra (SG .65) 1" 1.918' rur%raa
rveemuL#%O EQUAL-LITE)
WIDTH: TIP -
TO -TIP WIDTH - r HEIGHT. TIP -
TO -TIP WOTH12- 64MV WIDTH (SASH):
TIP -TO -TIP WIDTH - 6.111 WIDTH (FIXEOP
TIP -TO -TIP WIDTH -4- HEIGHT- (TIP -
TO -TIP HEIGHT - 7.1116-0 PROPERTIES, TABLE
6, THIS SHEET. NOTES 43
1)
USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY
BE USED ON ANY SUE OF THE WINDOW, 2' 31
20 2X WOOD
2) MASONRY
ANCHORS MAY BE USED INTO WO00 AS PER TABLE 6, THIS SHEET. ALL WOOD SUCKS LESS THAN 1-112' THICK ARE TO BE CONSIOEREO 1X INSTALLATIONS. BUCKWOOD 2
1X W000 SUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1tr THICK OR GREATER. IX AND 2X SUCKS SEE NOTE
2, (WHEN USED)
SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD SUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE PRODUCT RBVISED THIS SHEET.
ENGINEER OR
ARCHITECT OF RECORD. m cwnptpia] wkh dra Flmlda 3) VISIBLE
LIGHT WIDTH OR HEIGHT (ALSO t l
I 1 I I 11, Baildme Aaeeptmca NoI-)) REFERRED TO
AS DAYLIGHT OPENNO) IS ` ` RaWod ' Data:
RaWbar Pa mama Imo 6 gINN z, Tj MEASURED
FROM BEADING TOSEADINO. ` '••`1GENgF' ``P' JJ 10/10/11 NO CHANGE M 1 114-MAXSHIM * RaMpd Br Dab: Rarlrh+n: No. 56705 * '_
NO ANCHORS .:
y ..: CONCRETE PER REQUIRED IN ' •
ANCHOR _ _RT DrorrfPlkvr an 0% RANGE ' .• REQUIREMENT
FRAME SILL
VERTICAL SECTION
B-B p ': o
To ll = O' STA
O i F<
0R0.•''• I'll"
S ONA1. • rll11l-l
r A. MUM
PE. MUM FLANGE
FRAME
INSTALLATION DETAILS J ROSOWSKI 1070 TECHNOLOGY
DRIVE H. vo6cE
FL 34275 P.O.
BOX 1529 HQKOM6, FL
34274 Tah: SINGLE
HUNG
WINDOW INSTALLATION 4 05/
11/
11 Sarw~ SH-
200
sties: NTS
Shad:
4
OF
8 tlro.ap
No. MD H2O0-
01 Raw A
CHAT.
OF
AUTH, /29296
INSTALLATION DETAILS FOR FIN FRAMES EDGE
EDGE DISTANCEDISTANCE
1M• MAX SHIMTYP.
GE DISTANCE
TYPE, EMBEDMENT AND DIEDGE
STANCE
I-r-- 1N' MAX SHIM TABLE
DISTANCE
PER SUBSTRATE, SEE I
TYP. ANCHOR TYPE. TABLE
0. THIS SHEET EMBEDMENT AND EDGE INSTALLATION
W000. SEE NOTE 2. THIS SHEET OPTION
5 EMBEDMENT CURVED
HEADER EDGE INSTALLATION
ISTAIVCE ANCHOR
SCREW) Q THROUGH
THE FIN EDGE DISTANCE
I
EXTERIOR 2.
751- a BUCK
HEIGHT
TYP.
ANCHOR TYPE, EMBEDMENT
AND EDGE DISTANCE
PER SUBSTRATE. SEE
TABLE e, THIS SHEET. INSTALLATION
OPTION
6 INSTALLATION
ANCHOR NAIL)
THROUGH THE FIN 2X
WOOD, DISTANCE PER SUBSTRATE. 11
EMBEDMENT SEE NOTE 2, SEE TABLE 0. THIS SHEET. 1—
woo0
THIS
SHEET HORIZONTAL SECTION C-C —, V1, EDGE
DISTANCE
2%
SEE
NOTE 2, THIS
SHEET 26 41 EDGE
12 81 DISTANCE
T
T
EMBEDMENT
wmA%
SHIM L 36 4
TYP. ANCHOR TYPE. EMBEDMENT
AND EDGE II
DISTANCE PER SUBSTRATE. INSTALLATION INSTALLATION
INSTALLATION TABLE
S. THIS SHEET. OPTION
5 64
32
OPTION
E INSTALLATION 43 STRAIGHT
HEADER ANCHOR(SCREW) VISIBLE LKTHT WI INSTALLATION
ANCHOR THROUGH THE FIN SUCK
WIDTH SCREW)
THROUGH THE FIN INSTALLATION
OPTION
7 INSTALLATION
ANCHOR (
SCREW) THROUGH
THE FIN 010
STEEL SELF-
ORILUNG SMS (
05) MULLION
SECTION _ ( DADE
APPROVED MULLION, MAY BE VERTICAL
OR HORIZONTAL MAIL L 114" SHIM. SEE SUBSTRATE PROPERTIES.
TABLE a. THIS SHEET. 1N•
MAX. SHIM EXTERIOR
0 WITH
FIN REMOVED
EXTERIOR \:
J V
ALUMINUMISTEEL
FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES, TABLE
6. THIS SHEET. NOTES
EDGE -
DISTANCE
2X
WOOD, SEE NOTE
2. THIS SHEET
EMBEDMENT
24
INSTALLATION OPTION
6 INSTALLATION
ANCHOR EXTERIOR (
NAIL) THROUGH THE FIN DTN
EGRESS
FORMULAS EQUAL-
LITE) WIDTH:
SUCK WIDTH - T HEIGHT:
BUCK HEIGHTI2 - S-13N0' VISIBLE
LIGHT FORMULAS LUAL-
LITE) WIDTH (
SASH): BUCK WIDTH - 4-1116• WIDTH (
FIXED): BUCK WIDTH - 7 HEIGHT: (
BUCK HEIGHT - e•1116•)12 Anchor
Subebsts Mln.
Edge Gleanco
Min.
Embedment
2-
1Q' x .113' Box Nall P.T. Southern Pine (SG a .55) 1/7 2.71167 2-
1Ir x .131" Common Nall P.T. Southern Pine (SG - .55) gl16' 2.7116' 2-
11r x .145' RooMg Nall P.T. Southern Plne (SG - .55) 9/16" 2-7110- 010
Steel SMS Screw (G5) P.
T. Southern Pine (SG - .55) 3!4' 1.V8' Aluminum,
8063 TS min. Sw 1W Steel
Stud. Gr. 33 mtn. 318' 0.036 A36
Steel 316' 1/8' 1L
UMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1!1' MAX SHIM I)USE ONLY SUBSTRATE 111 1 I I I r APPROPRIATE
ANCHORS LISTED . LYNN i ON
TABLE 6 OF THIS SHEET. v '('! FOLLOW
EMBEDMENT AND EDGE '\ ,.• `10ENSLc •.• P PETOEDISTANCELIMITS. ANYNCE INSTALLATIONOPTIONSHOWN * .• No. 56705 MAY
BE USED ON ANY SIDE OF THE = -_ EDGE
WINDOW. - w DISTANCE
2)
2X WOOD FRAMING OR BUCK a-
6 -
74 a /l ; • W T
1.1/C THICK OR (TREATER. STATE OF r '
O' •'•.
FLORID?'.•' \
107. TEvENCHNOLOGY 3DRIVE 2752X
WOOD, SEE NOTE 2. THIS SHEET 3 VISIBLE LIGHT WIDTH OR HEIGHT :tS l ` N• B
FL
29
S/ONAL . P.O.v.o. Sox 1342 ALSOREFERREDTOASOAYUGHT ' . NOKONIS, R. 34274 OPENING) IS
MEASURED FROM A LYNN Ii I¢LER of D BEADINGTOBEADING. v E1 fie7a5 CERT. OF AURL 0292Be JJ 1
10/10/11 I NO CHANGE Wd W.
I VOW —TRtadmr. REVISED x,,
M
dw FlaAdo IN FRAME
INSTALLATION DETAILS J ROSOWSKI III: oaft.
NGLE HUNG
WINDOW INSTALLATION 05/11/11 fm/upft
S snw: Oro4tp Na IRA SH-200NTS5OF8MD-SH2O0-01
IITABLE 1
Anchor Quantities Required, Flange Fame
161mbIlm
W,,t
Sue lrya'
sm Fleum A 00 shwO
Malmum Window Wldlht
10.1/e' 2610' 3r 3r 1 41' Iy Ir 5311r
Gap AjGMwBjGmupCjGmuPA GmuP6jG=VCjGmupA 0=9610MOCIOUVAIGM08 GraoOCjQvtwAjG"SjG"C G=VAjG=q0jGMuqC Omup A Gmo O Lap Group A GMUD S GMWCi7ii13iS3i3
4p 3 XRg S S
23' I I1-V it (Egufl Ulf) 2 2 2 2 7 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 1 2 121 21 2 2 2 2 2 2 2 7 2 2 2 2 2
ukgarlWllr 7 2 2 2 2 7 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 1 2 J 2 3 2 1 2 3 2 3 2 1 2 3 2 3 2
3r 16Wtr lEgad Utq 21 2 2 2 1 2 2 2 2( 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2
ow I"Ir 21 2 2 2 1 2 1 21 2 2 2 1 21 2 2 2 3 2 3 2 2 2 3 2 3 7 1 2 2 31 2 3 2 3 7 1 2 E 7 1 3 2 1 2 3 2 3 2 1 2 3 2 3
s under 13.7nr 2 2 2 2 P 2 3 2 2 2 2 2 3 2 3 2 2 2 3 2 3 P 3 2 1 2, 3 2 3 2/ 2 3 23 2 2 3 2 3 2 1 2 3 2 2
W li7lr IMu 10.L1r' 2 2 2 2 2 7 2 2 2 2 2 7 J 2 2 2 2 2 3 7 9 2 7 2 3 2 3 2 7 2 2 3 2 3 2 3 2 3 2 3 7 7 7 7 2 2 2
10.1IP (EWd UM) 2 2 2 2 2 2 2 2 7 2 2 2 2 2 2 2 2 2 3 3 2 P 2 2 3 2 2 2 2 3 3 3 3 2 2 3 3 3 2 2 3 3 3 3. 2 2
over 10.1hr 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 1 2 3 2 3 2 1 2 3 2 3 2. 2 3 2 3 2 s 2 3 1 2 J
tatderI M1r 2 2 2 2 2 2 3 2 3 2 2 2 1 2 3 2 3 2 1 2 J 2 3 2 1 2 1 2 3 2 1 2 1 2 3 2 1 2 1 7 3 2 1 2 3 2 7 2
45,
19W1r 1Mu 22-0Ire 2 2 2 2 2 2 2 2, 2 2 1 2 3 2 3 2 2 2 3 2 3 2 3 2 1 3 3 2 3 2 3 3 J 2 3 2 3 2 3 7 3 2 3 7 2 7 2
72iI1(E(Eq- UN) 2 2 2 7 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 9 3 3 3 2 2 3 7 2 2 3 7 7 2 2
ow 22.WIW 2 2 2 2 2 2 2 3 2 3 2 2 2 1 2 3 2 3 2 1 7] 7 3 2 1 2 1 2 3 7 1 24 2 3 24 24 2 3 2 1 2 7 2]
wwu 20.Ur 2 2 2 2 2 2 3 2 3 2 3 2 1 2 3 2 3 2 1 2 1 2 3 2 1 2 1 2 3 2 1 2 1 2 J 2 1 2• 2 J 2 1 24 21 3 2
Ir imm an 21.1T1 a 2 2 2 2 2 2 7 2 2 2 2 2 3 2 3 2 2 2 1 3 3 2 3 2 3 3 2 3 2 1 J 3 2 3 2 3 3 3 2 3 2 3 2 3 2 3 2
21-0rlr (Eaml Lib) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 J 3 2 2 3 3 3 3 2 2 3 3 3 2 2
am 24411C 2 2 2 2 2 2 2 3 2 7 7 3 2 1 2] 2 3 2 1 2 1 2 J 2 1 2 1 2 3 2 1 2. 2 3 2 1 2 1 2 3 7 1 2 1 2 3
tinder tom r 3 7 7 2 2 7 3 2 3 2 3 2/ 2 1 2 3 2 1 2 1 2 3 2 1 2 1 2 3 2 1 2/ 2 3 2 1 2 1 2 3 7 1 2 1 2 3 2
Saw 2alLlr un 241 VIr 7 7 2 2 2 2 3 2 2 2 2 2 3 2] I I 24 3 3 2 3 2 13 3 2] 2 1 3 J 2 7 2/ 3 3 2 3 2 3 3 3 2 3 2
2NH• (Equal LOG) 2 2 2 2 2 2 2 2 3 2 2 2 3 3 3 3 7 2 3 3 2 2 3 3 3 3 3 9 7 3 3 3 2 2 7 9 3 2 2 3 7 3 7 2 2
aw 2"4* 2 3 2 2 2 2 2 3 2 3 2 3 2 1 2 1 2 3 2 1 2 1 2 3 2. 2 1 23 2/ 2 1 7 3 2/ 2 1 2 3 2 1 2 1 2 3
wider2/•1511r 3 3 3 3 3 3 1 3 3 3 3 3 1 3 1 3 3 3 1 3( 1 3 3 3 1 3 1 3 J 7 5 3 1 3 3 3 5 J 1 3 1 J 3 3 1 7 1 3
41'
2419nr tiro 30•Ne 2 2 2 2 2 7 J 2 3 2 2 2 3 2 3 7 3 2 1 3 3 2 3 2 3 1 3 3 2 1 3 3 3 3 2 1 3 3 2 3 2 1 7 9 2 3 2
30ellr (Equal Ulol 2 2 2 2 2 2 2 2 2 7 7 2 3 9 3 3 2 2 3 3 9 3 7 7 3 7 3 3 3 3 9 3 3 3 3 3 3 3 3 3 9 3 3 3 3 3 7 7
ow 3oW1r 2 3 2 2 2 2 2 3 2 3 2 2 2/ 2 J 2 3 2/ 2 3 2 3 3 1 2 1 2 3 7 1 7 1 2 3 2 1 2 1 23 7 1 73 2 3
tfrfer 2%.3W 3 2 3 2 3 2 1 2 3 2 J 2 1 2 3 2 3 2 1 2 1 2 3 2 1 2 1 2 3 2 5 2 1 2 3 2 5 7 1 2 1 2 5 2 1 2 1 2
or
25a1P euu 31•e1a" 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 1 3 3 P 3 2 1 J 3 3 7 2 1 3 1 3 3 2 1 3 2 3 2 1 3 3 2 3 2
3141? (Equal LAe) 2 2 2 2 2 2 2 2 2 2 2 2 7 3 3 3 2 2 3 3 3 3 7 7 7 3 3 3 3 3 3 3 7 3 3 3 3 3 3 3 3 3 3 3 3 2 2
awJlinr 2 2 7 2 2 2 2 3 2 7 2 2 2 3 2 3 2 3 2 1 2 3 2 3 3 1 2 1 2 3 3 1 2 1 2 J 3 1 2 1 1 3 3 1 2 3 2 3
wider 2"r 3 2 3 2] 2 3 2 3 2 5 2 3 2 3 2 3 2 1 2 3 P 3 2 1 2 1 2 3 2. 2 1 2 3 2 5 2 1 2 1 2 5 2 1 2 1 2
2"MC on 30.51e-' 3 2 3 2 3 2 3 2 J 2 3 2 3 2 3 7 3 2 3 2 3 2 3 2 7 3 2 3 2 1 3 2 3 2 1 3 1 3 3 2 1 3 1 3 3 2
3wr(Equd Lib) 2 2 2 2 2 2 2 2 3] 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3] 3 3 3 3 3 3 3 3 3
ow36Wlr 2 2 2 2 2 2 2 2 3] 2 3 2 2 3 3 3 3 2 2 3 3 3 3 2 3 3/] 3 3 3 3/]] 2 3
wider J1JN' 3 M23 2 3 2 3 J32 2 3 2 3 2 3 2 312 1 2 3 2 3 2 1 2 1 2 ] 2 1 2 1 2 3 2 5 2 1 2 3 2
7r 31;,WWefu3r3 J 2 3 2 3 2 J 7 3 2 3 2 3 2 3 2 3 7 3 2 3 3 3 2 3 2 1 3 3 2 3 2• 3 1 3j 3 2
30.1/lr(ENmI Ub)2 2 2 2 7 2 2 2 3 3 2 2 2 2 7 3 3 3 2 2 3 J 3 3 2 2 3 3 3 3 3 3 3 7 3 3 3 3
Rp1o•tip dimensions for flange wlMow3 shown. For lltkch Amanslw, wbtrect T.
2 0lerell sash height For clear daylight height, subbsct 36/16'.
3 SIPe sops Inchldes the standard Pm•Vlew (3over-2 configuration) for the gllen Window Height. /' FROM T MAX.
EM
MR Helens to'Meeting Flair.
S `
For overall sash wldllL edgrecl 2-15118' hm the buck dimemlon. \
FOR ALL
FLANGED
NOTES
WINDOWS WITH }.
ACURVED
1) USE THIS TABLE FOR ALL FLANGED WINDOWS PER THE ELEVATION HEADER, AN
ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. ADDITIONAL
ANCHOR IS
2) FOR FIN FRAMED WINDOWS, SEE NAIL PATTERN ON SHEET 1. REQUIRED AT
THE CENTER OF
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH THE HEADER........... ... __ — - f.
1) REFER TO TABLE S. SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS.
VISIBLE LIGHT
HEIGHT
SASH HEIGHT
3-41T1?
SASH
HE
v
FIGURE k SASH CROSS
SECTION (WITH
MONOLITHIC GLASS)
PRODUCT REVISED
m wmplyit%wish 1hf Florida
Uuibute Codo
No -
I(o
Mi Ratbrn
1' ww
NGTCH
EACH END
W CURrveH
FRAME
ASSEMBLY
6STERI
w
WELDS AT
SCREW BOSSES
ASSEMBLY DETAILS FOR
FLANGE FRAME CORNERS
ANGLED/CURVED
FRAME
ASSEMBLY
I - WEEP
NOTCH
EACH END
90' CORNER
FRAME
ASSEMBLY
YII
WELDS AT
SCREW BOSSES
ASSEMBLY DETAILS FOR
FIN FRAME CORNERS
ANGLED/CURVED
FRAME
ASSEMBLY
anvnn, r..
FRAME SIMILAR
ASSEMBLY DETAILS FOR
FRAME TO MEETING RAIL
1/P NOM. _ 1R' NOM.
GLASS STACK GLASS STACK
1AB' ANNEALED OR _ 3MV ANNEALED OR 114• ANNEALED OR
1/4' AIRSPACE 9N9' AIRSPACE
I
TEWP NEDCL OR 3IEMPERPALEOOR
1AB'ANNEALED ORTEMPEREDGLASSTEMPEREDGLASSTEMPEREDGLASS - I TEMPERW GLASS
TEMPS
EALW OR TEMPERED G1A55 _
TEMPERED GLASS _ TEMPERED GLASS
OL
3
GL
31
GL
31
GL
1/8" GLAZING DETAIL 3/16" GLAZING DETAIL 1/4" GLAZING DETAIL 1/2" I.G. GLAZING DETAIL
GLASS TYPES A 8 8 GLASS TYPES C S 0 GLASS TYPES E 8 F GLASS TYPES G 8 I
31
GL
1/2" I.G. GLAZING DETAIL
GLASS TYPES H 5 J
rROotjCT ISED
m w.,31h46.dI The fkddo .
ow av Code IAMPM- No Luaall
Eapinaioo Oae
RY PtadaclMuavi
Q
09
b
O C)
o J
W
z
O
Q~Q
j
04
02
ImIW
z
Z
Do
LL
V I oti
O^
Z
co
O
3 jz
p co
Z
Q
co
0
PERMIT #
Job: R.S.B HomesfI, wrightsofty Project Summary Date: 01/14/2014
Entire House By: JLB
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Project• •
For: HOOKS REVONDA V
c
2517 GEORGIA AVE, Sanford, FL 32773
O Notes:
Weather: Orlando Sanford AP, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 42 OF Outside db 93 F
Inside db 70 OF Inside db 75 OF
Design TD 28 OF Design TD 18 OF
Daily range
Relative humidity
M
50
Moisture difference 38 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 16495 Btuh Structure 16434 Btuh
Ducts 4948 Btuh Ducts 7395 Btuh
Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 21443 Btuh Use manufacturer's data y
Rate/swing multiplier 1.00
Infiltration Equipment sensible load 23830 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average
Fireplaces 0 Structure 1713 Btuh
Ducts 1171 Btuh
Heating Cooling Central vent (0 cfm) 0 Btuh
Area (fig 1022 1022 Equipment latent load 2884 Bluh
Volume (f13) 9212 9212
Air changesthour 0.45 0.23 Equipment total load 26714 Btuh
Equiv. AVF (cfm) 69 35 Req. total capacity at 0.86 SHR 2.3 ton
Heating Equipment Summary Cooling Equipment Summary
Make Carrier Make Carrier
Trade 13 SEER PURON HP Trade 13 SEER PURON HP
Model CH13NA030""A Cond CH13NA030""A
AHRI ref 5211704 Coil FB4CNF030
AHRI ref 5211704
Efficiency 7.7 HSPF Efficiency 11.0 EER, 13 SEER
Heating input Sensible cooling 24596 Btuh
Heating output 28600 Btuh @ 47°F Latent cooling 4004 Btuh
Temperature rise 26 OF Total cooling 28600 Btuh
Actual air flow 1000 cfm Actual air flow 1000 cfm
Air flow factor 0.047 cfm/Btuh Air flow factor 0.042 cfm/Btuh
Static pressure 0 in H2O Static pressure 0 in H2O
Space thermostat Load sensible heal ratio 0.89
Calculations approved by ACCA to meet all requirements of Manual J 81h Ed.
wrightsoft' Ri9hl-Suds® Universal 2013 13.0.08 RSU07938
2014• tan-14 10:1e IPage
fordlR.S.B Homes, 2517 Georgia Ave, Sanbrd.rup Calc - MJB House laces: W
Job: R.S.B Homes
wrightsofC Component Constructions Date: 01/14/2014
Entire House By: JLB
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax 407-333-3853 Web: WWW.DEL-AIR COM
For: HOOKS REVONDA V
2517 GEORGIA AVE, Sanford, FL 32773
Location:
Orlando Sanford AP, FL, US
Elevation: 56 it
Latitude: 29 ON
Outdoor: Heating
Dry bulb (OF) 42
Daily range (°F) -
Wet bulb (OF) -
Wind speed (mph) 15.0
Indoor:
Indoor temperature (OF)
Design TD (T)
Relative humidity (%)
Cooling Moisture difference (gr/lb)
93 Infiltration:
17 ( M) Method
75 Construction quality
7.5 Fireplaces
Heating Cooling
70 75
28 18
30 50
0.8 38.1
Simplified
Average
0
Construction descriptions Or Area I) -value Insul R Htg HTM Loss Clg HTM Gain
IP Btuhml-f n-- F/Stuh 81uhm1 BWh Bluh/V etuh
Walls
13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board n 136 0.201 0 5.57 756 4.38 595
int fnsh a 270 0.201 0 5.57 1503 4.38 1183
s 350 0.201 0 5.57 1950 4.38 1535
w 126 0.201 0 5.57 702 4.38 552
all 882 0.201 0 5.57 4911 4.38 3865
Partitions
12B-Osw: Frm wall, r-11 cav ins, 1/2" gypsum board int Insh, 2"x4"
wood frm
Windows
1A-clom: 1 glazing, clr glz, mil no brk irm mat, 1/8" thk: 50% drapes,
medium: 1 it overhang (3 it window ht, 1 ft sep.)
Doors
11J0: Door, mil Ibrgl type
11 DO: Door, wd sc type
Ceilings
16B-19ad: Attic ceiling, asphalt shingles root mat, r-19 ceil ins, 1/2"
gypsum board int Insh
Floors
22A-cpl: Bg floor, light dry soil, on grade depth, carpet fir Insh
299 0.097 11.0 2.69 802 1.76 524
n 21 1.270 0 35.2 739 32.9 691
e 18 1.270 0 35.2 633 75.9 1367
s 30 1.270 0 35.2 1055 32.9 987
w 24 1.270 0 35.2 844 75.9 1822
all 93 1.270 0 35.2 3272 52.3 4868
n 21 0.600 6.3 16.6 349 18.5 389
w 21 0.600 6.3 16.6 349 18.5 389
all 42 0,600 6.3 16.6 698 18.5 779
n 21 0,390 0 10.8 227 12.1 253
1024 0.049 19.0 1.36 1389 2.67 2728
113 0.989 0 27.4 3096 0 0
L V 19•,J,lIT I M 1 V I J: I M
Q WrightsFOW Right -Suite® Universal 2013 13 0.08 RSUD7938 Papa 1
A+Ck ...lordM.S.B Homes, 2517 Georgia Ave, Sanlord.rup Calc a MJB House laces: W
wrightsoft' Right-J® Worksheet
Entire House
CDEEL-A RRIOHIE
IAI
TING & AIR
531 CODISCO WAY, SANFORD, FL 3277T PhonIeD407-333-2665 ax: 407-333.3853 Web: WWW.DEL-AIR.COM
Job: R.S.S Homes
Date: 01/14/2014
By: JLB
1 Room name Entire House Whole House
2 Exposed wall 113.0 It 113.0 11
3 Room height 9.0 11 9.0 It heat/cool
4
5
Room dimensions
Room area 1023.5 IF
1.0 x 1023.5 it
1023.5 UT
Ty Construction
number
U-value
Biuh/IIZ`F)
Or HTM
B1uwfl2)
Area (Its
or perimeter (It)
Load
Btuh)
Area pl1
or perimeter (11)
Load
Bluh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool
6 Vj/ 13A-2Dcs
1Aclom
111.10
0.201
1.270
0.600
n
n
n
5.57
35.18
16.62
4.38
32.92
18.54
178
21
21
136
0
21
756
739
349
595
691
389
178
21
21
136
0
21
756
739
349
595
691
3891CD
Vjl 13A-2ocs 0.201 a 5.57 4.38 288 270 15M 1183 288 270 1503 1183
11 I-_G IA-ctom 1.270 a 35.18 7593 18 0 633 1367 18 0 633 1367
V/
VLC
13A-2Dcs
to-c1om
13A-2Dcs
0.201
1.270
0.201
s
s
w
5.57
35.18
5.57
4.38
32.92
4.38
380
30
171
350
30
126
1950
1055
702
1535
987
552
350
30
171
350
30
126
1950
1055
702
1535
987
552y/
IL_Gp to-ctom
11J0
1.270
0.600
w
w
35.18
16.62
75.93
18.54
24
21
0
21
844
349
1822
389
24
21
0
21
844
349
1822
389
Ij 12B-0sw 0.097 2.69 1.76 320 299 802 524 320 299 8D2 524
11DO
16B-19ad
0,390
0,049
n 10.80
1136
12.05
2.67
21
1024
21
1024
227
1389
253
2725
21
1024
21
1024
227
1389
253
2728
0
C
F 22A-cpl 0.989 27.40 0,00 1024 113 3096 0 1024 113 3096 0
6 c) AED excursion 0 1 0
Envelope loss/gain 14394 13017 14394 13017
12 a) trlliltralion 2101 698 2101 698
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 4 920 4 92D
Appliances/other law 18W
Subtotal (lines 6 to 13) 1 16495 16434 16495 16434
Less ebemal load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 subtotal 16495 16434 16495 16434
15 Duct loads 1 30% 450/6 4948 7395 3D96 45% 4948 7395
Total room load I 21443 23830 21443 2383D
Air required (cim) 1 1000 1000 1000 1000
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
A
wrigFstsoft' Right -Suite® Universal 2013 13.0.08 RSU07938 2014 Jan to 1
Page I
Iord R S.B Homes, 2517 Georgia Ave, Sanlord.rup Calc - 101J8 House laces: W
Manual S Compliance Report Job: R.S.B Homes
wrightsofts Date: 01/14/2014
Entire House By: JLB
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM
For: HOOKS REVONDA V
2517 GEORGIA AVE, Sanford, FL 32773
Design Conditions
Outdoor design DB: 93.0OF Sensible gain: 23830 Btuh Entering coil DB: 77..7°F
Outdoor design WB: 75.1 °F Latent gain: 2884 Btuh Entering coil WB: 63.7°F
Indoor design DB: 75,0OF Total gain: 26714 Btuh
Indoor RH: 50% Estimated airflow: 1000 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASH
Manufacturer: Carrier Model: CH13NA030""A+FB4CNF030
Actual airflow: 1000 cfm
Sensible capacity: 24589 Btuh 103% of load
Latent capacity: 3898 Btuh 135% of load
Total capacity: 28488 Btuh 1070/6 of load SHR: 86%
Design Conditions
Outdoor design DB: 42.3 OF Heat loss: 21443 Btuh Entering coil DB: 69.1 OF
Indoor design DB: 70.0 OF
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Carrier Model: CH13NA030""A+FB4CNF030
Actual airflow: 1000 cfm
Output capacity: 28045 Btuh 131% of load Capacity balance: 41 OF
Supplemental heat required: 0 Btuh Economic balance: -99 OF
The above equipment was selected in accordance with ACCA Manual S.
Fr- Wf1917t5oTC" Right -Suite® Universal 2013 13.0.08 RSUD7938
brdtR.S.B Homes, 2517 Georgia Ave, Santord.rup Calc . MJ8 House laces: W
Page 1
City of Sanford
Planning and Development Services
Engineering — Floodplain Management
Flood Zone Determination Request Form
Name: 90;kv Firm:
Address: Q r" /q e, ,
City: Z Lwaf 6State: Zip Code: 3Z% Phone:
Fax: Email: Property
Address: ? Georgia Property
Owner: //oq,-U 5, IJ
Parcel
identification Number: - Zy - 3qd -SCE f - Ys-00 ZI D Phone
Number: 7U / - 'o% - 336Emair The
reason for the flood plain determination is: New
structure Existing Structure (pre-2007 FIRM adoption) Expansion/
AdditionPkXD Existing Structure (post 2007 FIRM adoption) Pre
2007 FIRM adoption = finished floor elevation 12" above BFE Post
2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076) OFFICIAL
USE ONLY Flood
Zone: L Base Flood Elevation: Datum: FIRM
Panel Number: 4'43 Map Date: 4Z ZG,j The
referenced Flood Insura ce Rate Map indicates the following: The
parcel is in the: floodplain floodway A
portion of the parcel is in the: floodplain floodway 6/
The parcel is not in the: floodplain floodway The
structure is in the: floodplain floodway ErThe
structure is not in the: dfloodplain floodway If
the subject property is determined to be flood zone W, the best available information used to determine
the base flood elevation is: Reviewed
by: j Date: TAEngr-
Files\Elevation Certificate\Flood Zone Determination Request Form.doc
Item PGT
Dwg. #
PGT Part Description
1 2703E 62703EW Flange Frame Head
2 27518 627518W Flange Frame Sill
3 2781 62781 W Flange Frame Jamb
4 2713 627138W Integral Fin Frame Head
5 2714E 62714EW Integral Fin Frame Sill
6 2702 62782W Integral Fin Frame Jamb
7 270E 62706DW Sash Bottom Rail
8 2707 62707CW Sash Top Rail
9 2739 62739W Fixed Meeting Rall
10 2709 62709CW Sash Side Rall
11 2740B 742740AW Sash Bottom Lock
12 2785 62785W Sash Stop
13 134 66615 Addon Flange
20 122E 61220DW Vinyl Bulb, Flex PVC 70
21 1662C 71662CW Head/Sill Gasket, Polyethelyne
22 1270 7PA0118 Open Cell Foam Pad
23 2772 72772SW Fixed Meeting Rail Plug Gasket, Rigid PVC
24 4086 64066G Wstp.,187 X.230 Fin Seal
25 2784 72784W Sash Side Rail Gasket, Poyethelyne
26 1078 7121UM Balance Take-out CUP
27 Varies per Size Balance
28 2711 42MM Sash Cam, Nylon
29 1096 71098W Sweep Latch, Zinc
30 1016 7858WW 08 X.625 Ph. FI. SMS Latch Screws
31 1267 71267N Setting Block 1/8'x 117 x 1'. EPOM
32 6DURAK316 Dureseat - 3/16'
33 60URAK14 Dureseal -1/4'
34 Sash Bottom Lock Spring
35 Screen Cloth, Fiberglass
36 Oow Corning 899 Silicone Glazing Sealant
40 W25 616258 Glass Bead (1/8' Glass)
41 2719 627198 Glass Bead (3/16' Glass)
42 1263 612638 Glass Bead(114' Glass)
43 1253 6VT488 Glass Bead (I.G.)
50 781POA 8 X 1' QUAD Pn SMS
51 781 PSTX 8 X V Sq. Pn Twin Fast SMS - 410 S.S.
52 1184 781 LHPOA 8.15 x 1 LH TWlnfast Screw Zinc
53 1166 781LHPQX 8.15 x 1 LH Twlnast Screwy Zine (S.S.)
54 78XIPFTFUA 08 X 1' Ph FI ulcul SMS
55 78X1 FPAX 8 X V Ph FI - Stainless Steel
60 1/8' Annealed or Tempered Glass
61 3/16' Annealed or Tempered Glass
62 114' Annealed or Tampered Glass
63 11$--1/4- Air -1/8' An. or Temp. I.G.
64 118'- 3116" Air - 3116' An. or Temp. I.G.
2.aOr
r 600'
e6e'
oat. — Aar 1
OFLANGE FRAME HEAD
6063.T6 ALUMINUM
2.600'
060'
6ao•
T
I I-- 2.05r
2 FLANGE FRAME SILL
6053•TO ALUMINUM
1
I `
38
7oer
2.OW 1
Woo• — T
or
050-
3 FLANGE FRAME JAMB
0063.Ta ALUMINUM
2.000'
ear
12s
Aso•
or
SWAer .067 1
06r - —
OINTEGRAL FIN FRAME HEAD
606345 ALUMINUM
i f' .ey6• • 2A56' 3.22s
A60• 1.,2s .050• J
I r .05T
oer T L160r1.6e6'
A76.
9 oar 1 ,. A6r
650'
050' .
fir
T .O6T OAOOONFUWGE1.125 •e76• J 13 6063.7E ALUMINUM
Car
A2s• '
2AW A50• J Am
Orr0M RAIL SASHF
O1TOP
RAIL 600TO
ALUMINUNTEGRAL FIN M
Sul
O I T6
ALUMINUMO 6063-GRAL
FIN FRAME JAMB SASHO ALUMINUM O W03-TO ALUMINUM 1.
S6r oer
e
FIXED MEETING RAIL 6063.7E ALUMINUM her
1.
16r ASO'
OSASH
SIOE RAIL 10
6063•T6 AW64MUM Illllllir
00•
58 0A.(
o i0 t( ; A.
LYNN UII LE0. P.E. P.
ED 6070E L
1.15r -4 GSASH
BOTTOM LOCI( RAIL SASH STOP 11
W63-TO ALUMINUM 0 605345 ALUMINUM Rmbod
W. Uofo: Rodamc JJ
10/10/11 NO CHANGE amnd
W. DON: iQpowm BBOM
PART DETAILS PROOUCr
REVISED m
oomdyi,*. th ibe FIodit omM6y
Oode ay
J
ROSOWSKI 1010
TECWIOLOGY DRIVE T7W: 0
N. VENICE, FL 34273 SINGLE HUNG WINDOW INSTALLATION 05/11/11 P.
O. BOX 152e _ NOKOMIS;
FL 3427,6 __'I— SeoW SMd: on-9 Mw A
cEPT.
of AUIH. 12029E SH-200 NTS 8 OF 8 MD-SH2O0-01
MARYANNE MORSE, SEMINOLE COUNTY
CLERK OF CIRCUIT COURT R COMPTROLLER
THIS INSTRUMENT PREPARED BY: OK 08195 Pq 0566; (log)
Name: rC,'-V nrD'n CLERK'S :3 2014005545
Address: - RECORDED 01/15/2014 08:41:47 AM
RFCQRDINA FEES 161-n0
RECORDED BY H DeVore
NOTICE OF COMMENCEMENT
Permit Number: 11 IS a
Parcel ID Number: n1 , z0 -15s) E-,04-'350cs, nZ10
The undersigned hereby gives notice that improvement will be made to certain real properly, and In accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencement.
1. DESCRIPTION OF PROPE TY: (Legal descri lion of the property and street address if available
2. GENERAL DESCRIPTION OF
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTOACTED FOR THE IMPROVEMENT: J
Name and address:[TIDP i),on rl n -"c h s zti 17 %erg c,A.) Sc air f-d
Interest in property: 4Z>tutc1° r
Fee Simple Title Holder (if other than owner listed above) Name:
Address:
4. CONTRACTOR: Name:QS9 WJMC%,_Xnc__ Qc hrr4 Lj ?S0i1&)M: Phone Number:
V Address: / 3 SCI % "/h A o De I L W El - :271 U _
5. SURETY (If applicable, a copy of the payment bond is attached): Name:h t It. n - rg lilt] Ut'O 1 L C P
Address: h 10111 i1 i t) A _ _Lr, n 4. n e AI T . Ll l ) % Amount of Bond:
6. LENDER: Name: Phone Number:
Address:
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section
713.13(1)(a)7., Florida Statutes. ^
Name: Q P 1) O)'iftQ Am ks Phone Number. '1'0 " 72 1 — 6, 8.
In addition, Owner designates of to
receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9.
Expiration Dale of Notice of Commencement (The expiration is 1 year from date of recording unless a different date Is specified) WARNING
TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN 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
COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. nd
pe Itles of perJu I declare that I have read the foregoing and that the facts stated in It are true to the best of my knowledge and bell
c,
vr ni C T6 Jes Signature
o esaee. or Ovine/s or Lessee's (Print Name and Provide Signetor)'s Title/Office) Authorixed
Officer/Drector/Partner/Manager) State
of rLu 1/' t A County of r^ i /1'V'/ e The
foregoing Instrument lwas
acknowledged
before me this day of Ju w rH , 20 by Z`
2 VD1,4 L1 ` VO IC S Who Is personally known to me O OR Name of
person making statement who has
produced Identification gPtype of identlficatlon produced: C1r 1 Vt1P 5 e'• GEOFFREY
GERHARDT Notary Public -
Slate of Florida s' ° My
Comm. Expires Jan 22, 2016 Commission # EE
161742
BR Electric Inc. Contract
PO Box 6074
Daytona Beach, FL 32122
Office: 386-299-2569
I Name / Address I
RSB Homes Inc.
1859 7th Ave.
Deland, FI. 32724
Date Estimat...
1 / 16/2014 75
Project
2517 Georgia Ave.
Sanford, FI.
Description Qty Rate Total
Remove existing FPE 150 amp panel inside and replace with new GE panel. 2,500.00 2,500.00
Remove existing FPE main breaker on outside wall and replace with new GE
main breaker. All receptacles and switches inside will need to be removed
and replaced with new white ones. New exhaust fan will need to be added in
master bath as spec. on contracting list. Fan will be connected to existing
light in bathroom.
Sign...
Thank You For Choosing BR Electric. Subtotal $2,500.00
Sales Tax (0.0%) $0.00
Total $2,500.00