2430 Princeton Ave 13-2363; NSFHCOUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 13100005 DATE: October 10, 2013,
CBUILDINGAPPLICATION #: 13-10000530 J T 1 0 2014
BUILDING PERMIT NUMBER: 13-10000530
UNIT ADDRESS: PRINCETON AVE. 2430 31-19-31-518-0000-0640
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME: 1-3ADDRESS:
APPSHAIRIM
ADDRESS: 510SANATACT. WINTER SPRINGS FL 32708
LAND USE: SINGEL FAMILY RESIDENTIAL
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 2430 PRINCETON AVE. / LOT 64 / SFR
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
ROADS-ARTERIALS CO -WIDE ORD
Single Family Housing 705.00 1.000 dwl unit 705.00
ROADS -COLLECTORS N/A
Single Family Housing .00 1.000 dwl unit 00
FIRE RESCUE N/A
00
LIBRARY CO -WIDE ORD
Single Family Housing 54.00 1.000 dwl unit 54.00
SCHOOLS CO -WIDE ORD
Single Family Housing 5,000.00 1.000 dwl unit 5,000.00
PARKS N/A
00
LAW ENFORCE N/A
00
DRAINAGE N/A
00
AMOUNT DUE 5,759.00
STATEMENT
RECEIVED BY: ZZ(i tAi(f)! SIGNATURE IM
EASE PRINT NAME)
DATE: )e Z,0
NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE NOTIFY O ER AND
ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. ***
DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT
2 -FINANCE 4 -LAND MANAGEMENT
NOTE**
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE
SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR
DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN
CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND 1SHOULDREFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT.
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT***
ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE
DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356.
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: ' 3 3 Documented Construction Value: $ 1 Z', "0' LSF t
Job Address: --,713 0 I- P1/VCER21j A E . Historic District: Yes No a
Parcel ID: 31 " R. ''31 _51 e WOO " -0-610 Zoning:
Description of Work: C 'iQyC'T !L'Pct. i/irL `'71G Powc>ow'(6
Plan Review Contact Person: fJ60< IV E6I` Title: PP,&5`i hL
Phone: 407"70z, -40 -IF Fax:,4oz--?7i %' E-mail:
1 Property Owner Information
Name M'414011001>' Phone: -107 - 5)1)-q6 oz—
Street:
z -
Street: n O 51U%t-7A M4 Resident of property? : C-
City, State Zip: W1016e 5 PelIV6 S , L 327ta 8
Contractor Information
Name m; 5 .Y S Y a e, M1cd , L.. '5, i Phone:,44T 7 ' 3ic) 2-5-4-7
Street: IyiEU.- '56 1 'F_ tL% F TFax:
City, State Zip: J 5'2,-7 3 State License No.: C
Architect/Engineer Information
Name: T-1 5CAWdl- F- E, Phone: -107 -Z
Street: Fax: 7- 5 ?4 -j5-4 34
City, St, Zip•-r'1//i tlT it'1- . I`C 'I E-mail: ii'GG %f It- 1
Bonding Company: '/Gk Mortgage Lender: 'ClAl-
Address: Address:
PERMIT INFORMATION
Building Permit 19
Square Footage: Construction Type: No. of Stories:
No. of Dwelling Units: 1 Flood Zone: NJ
Electrical El
New Service - No. of AMPS:
Mechanical 0 (Duct layout required for new systems)
Plumbing a
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm No. of heads:
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
ML? 4 MVa,C/ S C,ff,'
Print Owner/ gent's Name
ignature Notary- ate of lorida Date
ADAC. cAMERON
Commission # EE 185655
a Fxpiros April 1, 2016
Ba& truTroyf*4r-0800-385•T019
kk 4,_ vel- Z zoo
Signature of Contractor/Agent I Date
Print Contractor/Agent's Name
3 /34ganatureofNotary -State of Florida Date
ADA C. CAM R tJ
Kw
Er
Expires April 1,2.016 a
BondddThurtr^y`inirurarccrir;l•,;,
Owner/Agent is Personally Known to Me or Contractor/Agent is ,-Z Personally Known to Me or
Produced ID k Type of IDS =S%0 sa - Produced ID ' Type of ID
7``— CLW • O
APPROVALS: ZONING: OVA -w UTILITIES:
ENGINEERING: Z,::2_ /-/-? FIRE:
COMMENTS:
Rev 11..08
WASTE WATER:
BUILDING:
IU City of Sanford
Planning and Development Services
Engineering - Floodplain Management
Flood Zone Determination Request Form
Name:_ C Firm:
Address:
City: State: Zip Code:
Phone: 90 -33u-25`(7 Fax: Email:
Property Address: 2g3D :F: -;7—,
Property Owner:
Parcel identification Number: 3 - `%- -31- 5) 8 _ r p --- 6y Q
Phone Number: 107.- Q 0- '3 6 a2 Email:
The reason for the flood plain determination is:
New structure Existing Structure (pre -2007 FIRM adoption)
Expansion/Addition 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)
OFFIGIAL USE ONLY
Flood Zone:_ Base Flood Elevation: Datum: ----
FIRM Panel Number: 10,10 CC)o7of Map Date: 1 :7,
The referenced Flood Insurance Rate Map indicates the following:
The parcel is in the: floodplain floodway
A portion of the parcel is in the: floodplain floodway
The parcel is not in the: E'floodplain floodway
The structure is in the: floodplain floodway
The structure is not in the: Floodplain floodway
If the subject property is determined to be flood zone `A', the best available information used to
determine the base flood elevation is:
Reviewed by: S'G , S Date: p 20 3
T:\Engr-Files\Elevation Certificate\Flood Zone Determination Request Form.doc
t
D SEP 2aCITY OF SANFORD
I BUILDING & FIRE PREVENTION
P RMIT APPLICATION
i 3 sar3
Application No: 3'3 Documented Construction Value: $_T
Job Address: ?A 30 I- e1/j cA AyE -
Parcel ID: '31 - R y?% -516 -laza L7 - ViVIC
Historic District: Yes No a
Zoning:
Description of Work: COV-510yG7 R AA&k) 51 MO Lt05 Fig-dt91 LW €191,12&i
Plan Review Contact Person: :560&__Lua r Title: Pe&-& 19
Phone: -407-707-A{ 3 Fax: D 7- ZS % E-mail: l 6iGJZ 7Z4/R SOL 1-'0!i(
Property Owner Information
Name Ml'ti"{;'mool>, 59AIP-1 Phone: -407-510-- 0Z
Street: SZ O 5A IA t 77—, Resident of property? : A/o
City, State Zip: U>i l%2 52Pel 1465 , 327 g
Contractor Information
Name M, 5, L aa,, MlC1g FL 5, U Phone: ATT - 33o -Z 47
Street: 110 Ck? iSiftL YJ U) k&5 Fax: A27 - 3 3, e - 2 -47
City, State Zip: 5Z-7-73 State License No.: C 61_6;>& ZO) 0
Architect/Engineer Information
Name: 71 i C_48W R4 X__ P- F, Phone: -I D7 - 52/ - 5,575'7
Street: 5-3 % 50cd`04 S 1?- !&54 Fax: X07 - 'i?4 -j54 T4
City, St, Zip: &T/f/lQWTe- / . AL 32714 E-mail: fra' 92H
Bonding Company: u!% Mortgage Lender:
Address: 1/C),2 i_ /% f7 Address:
PERMIT INFORMATION
Building Permit IN
Square Footage: )
No. of Dwelling Units:
Electrical E.
New Service - No. of AMPS: ) SrV
Construction Type: 5rP- & No. of Stories:
Flood Zone: NJ
Plumbing &
New Construction - No. of Fixtures: 17
Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads:
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.
V 2
Signature of Owner/Agent Date Signature oT Contractor/Agent t Date
144 q 4 MV at
Q (
p'
Print Owned gent's Name Print Contractor/Agent's Name
Sa,?,3 /3
ignature Notary- ate of orida Date ignature of Notary -State of Florida Date
ADA C. CAMERON
pAC CAMERON#€Commission#EEi85555
9E
Cornrtassion # EE 185655 Expims Aprili12015
piresApri11,2016thuTroyFanWm8% 857019
Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or
Produced ID 7r Type of IDa0l "00 -,
O
Produced ID Type of ID
eftv
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Rev 11.08
UTILITIES:
FIRE:
WASTE WATER:
BUILDING:
0 CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: '
0' 3i0 Documented Construction Value:
Job Address: 0 PeIkiceE I l • Historic District: Yes No ®-
Parcel ID: ',1 - I ''31 " 0000 Zoning:
Description of Work: C!X"5;Pa1C1 14 1L'EW 5tNi-L i_MJL P61Pl&-;e -
Plan Review Contact Person: 5601 (W I— Title: P 64 PYA
Phone: O 7C-Z' S' Fax: 4- ? a- Cd % E-mail: 1 ,
1 Property Owner Information
Name M'q141kl0 o b Phone: -10 -7 - 51 y " q6 U z -
Street: 51 Q 51 ATA tl_e Resident of property? : 1JG
City, State Zip: U)110 6? tjB'l/ZI S L 50Za6
Contractor Information
Name M15. L S! Phone: - 35 t? x5-4 7
Street: lyt— ckj 51 YACuI Eeqsr Fax: 4QY- 3 S ) -
City, State Zip: 52,771.State License No.: C6C0&2!0) 0
Architect/Engineer Information
Name: -F,CW 15LI1,- R. E . Phone: '`G 7 5 f - 5
Street: 53 l 50up-4 6 ? 4:34 Fax:
City, St, Zip: &7, X111?b c-.. a 3271 E-mail:cad
Bonding Company: -'ids Mortgage Lender: oj4_
Address: Address:
PERMIT INFORMATION
Building Permit 1$
Square Footage: Construction Type: No. of Stories:
No. of Dwelling Units: j Flood Zone:
Electrical EL
New Service - No. of AMPS: 512
Mechanical 0 (Duct Layout required for new systems)
wv
Plumbing &
New Construction - No. of Fixtures: 17
Fire Sprinkler/Alarm No. of heads:
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.
R)1511,013
Signatureof Owner/Agents
I _
Date Signature of Contractor/Agent
a f/1
Date
44 t? mg) S i'[ q wl
Print Owner/ gent's Name
x'3/3
ignature 'Notary- ate of riorida I Date
r Pc:'i= ADA C. CAMERON
Commission # EE 185655
Expin3s April 1, 2016
BadedThruTroyFae 4wwa800385.7019
Print Contractor/Agent's Name
V45_,,Z4
0,
S - _,?,3 /3
cgnature of Notary -State of Florida Date
qD 1 G. CAPatER.UN
9ooded ihu r ymIr ura ccF'.i :^a't;
Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or
Produced ID 7r Type of IDd21 "00 _S%D-- 2 - Produced ID Type of ID
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Rev 11..08
UTILITIES: o WASTE WATER:
FIRE: BUILDING:
CONTRACT
2013-821-64
Agreement made as of August 21, 2013 between the OWNER, Mahmood Shairi of 510
Snata Ct. Winter Springs, FL 32708 and the CONTRACTOR, Michael S. West,
President, M. S. West, Inc. of 108 Crystal View East, Sanford, FL 32773.
Project Location
Princeton Ave. Sanford, FL 32771
Parcel #31-19-31-518-0000-0640
Legal Description: Lot 64, Gardenia, Seminole County Florida
Scope of Work
Design & Construct a new residence for Mr. Shairi. The construction is to be based upon
architectural plans by MSW Designs, Model 1357, approximately 1688 total square foot
under roof. This work is for the new structure and improvements as outlined in the Cost.
Cost
The Overall construction cost is projected to be $129,950.00 based upon Project
Specifications. The Overall construction cost includes the Design, Engineering and Lot
Drainage planning of the new structure and the construction of the new Structure:
A $2,500.00 non-refundable binder deposit is required to execute this Contract, these
fiends are to be applied towards the overall purchase price.
Ap-reement
CONTRACTOR accepts the relationship of trust and confidence established between him
and the OWNER by this agreement. He agrees to oversee construction, and to be in
compliance with sound building practices and in conformity with local building codes.
The CONTRACTOR will use his best efforts to complete the project in the best and
soundest way and in the most expeditious manner consistent with the interest of the
OWNER. This agreement is a Contractual agreement. This agreement represents the
entire agreement between the OWNER and the CONTRACTOR and supersedes all prior
negotiations, representations, or agreements. This agreement shall not be superseded by
any provisions of the documents for construction and may be amended only by written
instrument signed by both. OWNER and CONTRACTOR.
Page 1 of 5
405
OWNER initial
MARY14NW M JRSI , Sk M:tNItLE WUNTY
THIS INSTR_UJWENT PREPARED BY: CLF."RK OF GIRWXT UJURT & CUMIF'THULLER
Name: k4icdff4L.
41&)
04 T
BK W132 Pq 0564; (1pq) Address: , 7)f __V P I 07A
7_ 7 CLERK'S # 2013124468
Rf:t;C1H1)F,:11 0 1:-'h/?0,1:3 i::t?s15 F'M
REI11I2IJIN(; Ft.*t S 10.00
NOTICE OF COMMENCEMENT REI104J EI) BY T Saith
State of Florida
County of Seminole
p
Permit Number: —9 J o-3 Parcel ID Number:
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
PP -(NC zyA1 M%, S i? RL 3ZZ71
GENERAL DESCRIPTION OF IMPROVEMENT:
OWNER INFORMATION:
Name: hMHAAor21'> 5_1fd 1 jZL
Address: —) o 5na 74 0-7-1 tt kMae '5Pe1AAb u 3 2-7 c, A
Fee Simple Title Holder (if other than owner) Name: 'W/4-
Address:
CONTRACTOR:
Name: A , 6_ UZE/6 11 t Ale-,
Addriess: 1(2.6 Y k l
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)(b), Florida Statutes. _ion;
Name:
Address:
In addition to himself, Owner Designates
To receive a copy
t ao of
p140
Section 713.13(1)(b), Florida Statutes. gv CC 2 6 201
Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unl5Z `"
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 I, 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.
Under penalties of pei jury, I declare that I have read the foregoing and that the facts stated in it are true
to the best of owledge a belief. /
Owner's Signature Owner's Printed Name
Florida Statute 713.13(1)(g): " The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead."
States4L;
C41
L_ County of
The foregoing instrument was acknowledged before me thi day of , 20
by Ori,^/ , Who is rsonally known to me
Name of person making statement
OR who has produced identification,0 type of identification producedz, t SLQe Sy4
r,`y' l ciP a oiz. h i pi41 ppuoS td
91617 ' L 1P(jb' s•aildq = ;a
559521 33'- A)!3S!u1w00 .
Pd0bMIK)'0V0V u1u fig'IC
Notary Signature
SCPA Parcel View: 31-19-31-518-0000-0640
0-o-10 JcAlnc.011. CF=A Property Record Card
PROPERTY Parcel: 31-19-31-518-0000-0640
APPRAISER Owner: SHAIRI MAHMOOD
FMI OXCOUNTY,FLORIDA Property Address: 2430 PRINCETON AVE SANFORD, FL 32771
Back I < Previous Parcel Next Parcel > Save Layout Reset Layout New Search
Parcel: 31-19-31-518-0000-0640 Value Summary
Property Address: 2430 PRINCETON AVE
Owner: SHAIRI MAHMOOD
Mailing: 510 SONATA CT
WINTER SPRINGS, FL 32708
Subdivision Name: GARDENIA
Tax District: S1-SANFORD
Exemptions:
DOR Use Code: 00 -VACANT RESIDENTIAL
19 1,
W
a
Z
64
Z
Q.
Map I Aerial Both Footprint + - Extents FEenier
Larger Map I Advanced Map Dual Map View - External
Tax Amount without SOH: $161
2013 Tax Bill Amount $161
Tax Estimator
Save Our Homes Savings: $0
Does NOT INCLUDE Non Ad Valorem
Assessments
Legal Description
2014 Working 2013 Certified
Values Values
Valuation
Cost/Market Cost/Market
Method
Number of
Buildings
0 0
Depreciated
Bldg Value
Depreciated
Taxing Authority
County General Fund
Schools
City Sanford
SJWM(Saint Johns Water Management)
County Bonds
EXFT Value
Taxable Value
7,887
7,887
7,887
7,887
7,887
Land Value
S7,887 7,887
Market)
Land Value Ag
Just/Market
S7,887 7 887
Value "°
Portability Adj
Save Our Homes
0 0
Adj
Amount
696,700
210,000
140,000
Vac/Imp
Improved
Vacant
Vacant
Amendment 1
0 0
Adj
Assessed Value 7,887 7,887
Tax Amount without SOH: $161
2013 Tax Bill Amount $161
Tax Estimator
Save Our Homes Savings: $0
Does NOT INCLUDE Non Ad Valorem
Assessments
Legal Description
LOT 64 GARDENIA PB 5 PG 77
Tax Details
Taxing Authority
County General Fund
Schools
City Sanford
SJWM(Saint Johns Water Management)
County Bonds
Assessment Value Exempt Values
7,887 $0
57,887 $0
7,887 $0
57,887 $0
57,887 $0
Taxable Value
7,887
7,887
7,887
7,887
7,887
Sales
Deed Date
WARRANTY DEED 06/2009
WARRANTY DEED 02/2008
WARRANTY DEED 02/2008
Book
07212
06940
06940
Page
0338
0612
0611
Amount
696,700
210,000
140,000
Vac/Imp
Improved
Vacant
Vacant
Qualified
No
No
No
Find Comparable Sales within this Subdivision
Land
Method Frontage
FRONT FOOT & DEPTH 49
Depth
110
Units Unit Price
185.00
Land Value
7,887
Building Information
Permits
Permit # Type Agency Amount CO Date Permit Date
Page 1 of 2
http://www.scpafl.org/ParcelDetail s.aspx?PID=31-19-31-518-0000-0640 10/24/2013
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THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
6124-/MODEL 1357 SCOTT WEST -- 64 GARDENIA - Al )
Tap .chord 2x4 SP #2:Dense 13B - --3
Bot .chord 2x4 SP-#l-Dense 13B .132, B3 2x4 SP #2_Dense_13B; 3 COMPLETE TRUSSES REQUIRED
Webs 2x4 SP_#3_136 ,Nail Schedule:0.128"x3", min, nails
Lt wedge 2x4 SP_#3®13S:.Rt Wedge 2x4 SP-#3-13B: Top Chord: 1 Roca 012,00" o.c,`
Bot Chard: 1 Row 012,00" o.c.'
Lumber grades designated with "13B" use des:-ign values approved Webs : 1 Row Q 4 o.,
1/30/2013 byiALSC Repeat 'nailing as eachSlayecr' is applied. Use equal spacing
Special loads between rows and stagger nails in each raw to ":avoid splitting.
Lumber Dur.Fac.=1.25 / Plate-Dur,Fac:,=1.25) 139 mph wind, 15.00 ft mean h9t, ASCE 7-10, CLOSED bldg, not located
TC- From 56 plf at -1.00 to 56 pif at 7.03 within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL-4,2 psf,
TC`- From 28 plf at 7.03 to X28 pif at 16.50 :+ wind BC DL-5,Oi,psf. GCpi(+P-)=0,18
TC- From 28 plf at 16,50 to 28 pif at 25.97
TC- From 56 pif at 25.97 to 56 pif at 34.00 Wind loads and reactions based on MWFRS,
BC'- From 4 plf at 1.00 to s4 pif at 0.00
BC- From 21 plf at 0.00 to 21 pif at 7,00 Calculated horizontal deflection is 0.29" due :to live load and 0,37
BC- From 10 pif at 7.00 to 10 pif at 26.00 due todeadload.
BC= From.; 21 plf at 26.00 to X21 pif at 33.00
BC.- From 4 plf at 33.00 to 4 pif at 34,00 Gable end supports
TC- 408,97 Ib Cane Load at 7.03,25.97
8` max rake overhang.
TC- 173,30 Ib Cone. Load at 9,06,11 06,13.06,15,06 See DWGS A14015ENC100212 & GBLLETIN0212 for more requirements.
16.50F`17,94,19.94,21.94,23.94
BC- 472.71 Ib Conc. Load at 7.03;25.97 Deflection meets L/240 live and L1180 total load. Creep increase
BC- 130.46 ib Cone, Load at 9.06,11,06,13,06,15.06 factor for dead load is 1.50_
16.50 17.94,19.94,21.94,23 94
LIT PLATE LATERAL CHORD
No SIZE SHIFT- BITE
5X6;- [11] W3X8 3.44 L 1.25
161 W3X4 1,75 8 1,25
451 :W3X4 2.25 R 1.25
ADJACENT ROOF PLANE 5X6 % 5X6 1501 W3X8 3.44 R 1 .25
I
3X4' - ' ` (I 3X8 5O 3 X 4 w3X8[11] [ ]
J 2-
III Ir
f
6i
X4[161 5X8 - 83
5X6
5X6 (SRS) 5X6 (SRS) = 3.79 B-0-0
3.79 5X6,
3X4[45] -
4X6:(F1) 4X6(F1)
3X8 % 3X8111
1 l 0_-0
16-6-0 16_6_0'
19-0-0 7-0-0
33-0-0 Over 2 Supports
R=3205 U=443 W-8" (8min.) R=3205 U=443 W=8" (8" min.)
Note: All Plates Are 2X4 Except As Shown.1111 yea rRR er f P
Design Crit: FBC201ORes/TPI-2007(STD) '
PLT TYP. stave FTIRT=20°(0 )110(0)` f' TY:1 FLI-f6l-/-IR/ Scale =.1875"/
pFt.
WARNING :READ AND FOLLOW ALL NOTES ON THIS SHEET! em .. '
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THIS DWG PREPARED.. FROM COMPUTER INPUT (DIADS &DIMENSIONS) SUBMITTED BY TRUSS MFR,
6124 -/MODEL 1357 -SCOTT WEST ,-- 64 GARDENIA - A2 )
Top chord 2x4 SP_#2 Dense -1313 x'139 mph wind, 15.00 ift mean; hgt, ASCE 7-10, CLOSED bldg:, Located
Bot chord 2x4 SP #1_Dense 13B anywhere in roof, RISK CAT '1l, EXP B, wind TC DL -4.2 psf, wind BC
Webs 2x4 SP_#3 13B DL=5.O psf. GCpi(+/-;).-0.18
Lt Wedge 2x4 SP #3 13B,'Rt Wedge 2x4 SP #3_136:
Wind loads and reactions based on MWFRS with additional C&C member
Lumber grades designated: with 1313' use design values approved design'.
1/30/2013 by ALSIC
Calculated horizontal deflection is 0.35" due to live load and 0.46"
Bottom chord checked for 10.00 psf non -concurrent live load. due to dead load.
Deflection meets L/240 live and L/180 total load. Creep increase Calculated vertical deflection is 0.47" due to live load and 0.62" due
factor for dead load is `1.50, to dead load at X _ 16-6-0
5X6 —
7X8% 7X8
2X4 III
6 s
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i x
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379
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16-6-0 16-6-0
7_0-0;- 19-0-0 7-0-0
33-0-0 Over 2 Supports
R=1315 U=144 M" (8` min.) R=1315 U=144 W=8 -(8" min.)
RL=186/-186 Uoull erera
Design Crit: FBC201 Ones/TPI -2007 (STD).
PLT'TYP. 18 Gauge HS, ave FT/RT=20%(0%)110(0) e Y:15 FL/ -/6/-/ /R/- Scale =,®1875"/Ft.
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THIS DNG PREPARED'. FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
6124 -/MODEL 1357 -SCOTT WEST 64 GARDENIA - A3 }
Top chord 2x4 SP #2_Dense_13B Special loads
Bot chord 2x4 SP -#2 -Dense -13B ------(Lumber Dur.Fac.=1.25/ Plate Dur.Fac,=1,25)
Webs 2x4 SP_#3 13B :W2 2x4 SP #2_Denso 13B: TC -From 56 plf at -1.00 to 56 plf at 3.03
TC- From 28 plf at 3.03 to ` 28 plf at 5.`06
Lumber grades designated with "136" use design values approved TC --From 56 pif, at 5.06 to 56 plf at 16.50
113012013 by ALSC' TC- From 56 pif at 16.50 to 56 pif at 34,00
BC- From 4 plf at -1.00 to 4 plf at 0.00
139 mph wind, 15.00 ft mean hgt ASCE 7-10, CLOSED bldg, not located BC- From 20 pif at 0.00 to 20 pif at 3.03
within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL -4,2 psf, BC -From 10 plf at 3:03 to 10 plf at 7.00
wind BC DL=5,0 psf. GCpi(+l )=0.18 BC- From 21 pif at 7.00 to 21 plf at 13,33
BC- from 20 pif at 13.33 to 20 pif at 19.52
Wind loads and reactions based on MWFRS. BC -from 20 pif at 19,52 to 20 pif at 33.00
BC- From 4 pif at 33.100 to 4 pif at 34:00
Gable end supports 8" max rake overhang. TC -;97,51 Ib Cone. Load at 3.03
TC- 64.22 Ib Conc. Load at 5.06
See DINGS A14015ENC100212 & GBLLETIN0212 for more requirements. BC -122.34 'lb Cone. Load at 3.013
BC- 51.31 >lb Conc: Load at 5.06
Bottom chord checked for 10,00 psf noxi -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
JT PLATE LATERAL CHORD factor for dead load is 1,50.
No SIZE SHIFT BITE
101 W5X8 S 1.25 5X&
481 W3X4 1.75 R 1,25
3X4
5X6 3X4
ADJACENT ROOF PLANE
5X8 [101
s
5X6
i I 14
I
3.79
2-00 0 i
a +8-0-0
r 5X6 = - -
3X4 (A1) 3X4- 3X8 5X6 3X4[481 3X4(Al)
5X6
1_®_
6 4-0
i 26-8-0
1;0
16-6-0 16-6-0
7-0-0 6-4-0 4-8-0_ 13-5-12
I _(
33-0-0 Over 3 Supports
I
R=326 1.1-19 W-8' (8" min.) R=966 U=125 W=8" '.(8' min.)
R=1758 U=216 W-8" (8' min,)
rrrt rrr
Note: All Plates Are 2X4 Except As Showa. v s'so
Design Crit: FBC201ORes/TPI -2007 (STD)
PLT TYR.'Wave FT/RT=20%(0%)/10(0),- TY:1 FL/ -/6/ -/-/R/- Scale =.1875"/Ft.
WARNING** , READ AND FOLLOW ALL NOTES ON TH!S ORES' TC LL 20.. O PSF. p
IAPORTANT FURNISH THIS DESIGN TO ALL CONTRACTORS,i NG LDING INSTALLERS '
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THIS DWG. PREPARED: FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
6124 -/MODEL 1357 -SCOTT BEST - 64 GARDENIA - D2 ).
Top chord 2x4 SP_#2_Dense_13B 139 mph wind, 15.00 ft mean hgt, ASCE 7.10, CLOSED bldg, not located
Bot chord 2x4 SP_#2 Dense 13B within 9.00 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=4.2 psf,
Webs 2x4 SP_#3 13B wind BC DL=5.0 psf. GCpi(+l-)=0.18
Rt Wedge Zx4 SP_#3 1313;
Wind loads and reactions based on MWFRS with additionalC&C member
Lumber grades designated. with '1313" use design values approved design.
1/30/2013 ,by ALSO
Calculated horizontal deflection is 0.16 due to live load and 0.20"`
a) Continuous lateral bracing equally; spaced on member. due to dead load,
Bottom chord checked for 10,00 psf non concurrent live load.' Deflection meets LI240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE MWFRS loads based on trusses located at least 7.50 ft, from roof edge.
91 'W3X4 2.50 R 1.25
4X6
j
y €
I 5X6.
5X6
6X10 =
fJ
2-t-0 3.79
5X6=
8-0-0
3X4[91 = 2X4 (II';
4X6(ASIR) - 3X10(F1)
3X8111
L 13-4-0 13-4-0
13-5-12
26-8-0 Over 2 Supports
R=1070 U=118 :W=8" 8" min.)- R=1075 U=119 1111-8" (8" min.)
RL -161/-161
t YPllrttiatsi
f
Design Crit: FBC201 ORes/TPI (STD)'°
PLT TYP. gave
2007
FT/RT=20%(O%)/10(0). TY:3 FL/ -/6/_/ -IRI- Scale =.25"/Ft.l
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6124-/MODEL 1357 -SCOTT WEST -_ 64 GARDENIA ill )
THIS D*G PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
Top chord 2x4 SP #2 Dense 13B :T4 2x4 SP #1_Dense_13B:
Bot chord 2x6 SP-SS-13B B1 2x6 SP #2 13B: 2 COMPLETE TRUSSES REQUIRED
Webs 2x4 SP^#3.13B :W5 2x4 SP #2 Dense_.13B: Nail Schedule:0,128'x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Lumber grades designated with "1313` use design values approved Bot Chord: 1 'Row @12.00' o.c.
113012013 by ALSC Webs : 1 Row @ 4" o,c,
Use equal spacing between rows and stagger nails
Special loads in each row to avoid splitting.
Lumber Dur Fac,=1.25 f Plate Dur,Fac,=1, 25)
TC- From 56 pif at -1,00 to 56 plf at >7,03 139 mph wind 15.00 ft mean hgt, ASCE 7 10, CLOSED bldg, not located
TC- From 28 plf at 7.03 to 28 pif at 13.33 within 4.50 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=4.2 psf,
TC- From 28 plf at 13.33 to 28 plf at 20.45 wind BC DL=5.O psf.>GCpi(+/-)=0.18
TC- From 56 plf at X0,45 to 56 plf at 27.67
BC- From 4 pif at -1,00 to 4 plf at MO Wind loads and reactions based on'MWFRS.'
BC From 20 pif at 0.00 to 20 'pif at 7.03
BC- From 10 plf at 7.03 to 10 pif at 15.00 Calculated horizontal deflection is 0.17" due to live load and 0,22
BC- From 10 pif at 15.00 to 10 pif at 19,67 due to dead load.
BC- From 21 ,pif at 19.67 to 21 pif at 26.67
BC- From 4 pif at 26.67 to4'plf at 27.67 Gable end supports 8"' max rake overhang.
TC- 38210 lb Conc, Load at 7,03
TC- 171,15 lb Cone, Load at 9.06,11:06,13.06 See DWGS A14015ENC100212 &'GBLLETIN0212 for more requirements`.
TC- 264.07 lb Conc. Load at 15,06,17.06,19,06
BC 494.27 lb Conc. Load at 7.03 Deflection meets L1240 live and L/180 total load. Creep increase
BC 127.29 lb Conc. Load at 9.06,11.06,13.06 factor for dead load is 1,50.
BC- 131,98 lb Conc. Load at 15.06,17,06,19,06
BC- 611,51 Ib Conc, Load at 20.45 4X6 JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
r1 2
61 WXS 1.25
r` L I i X151 '2X44 S 2.75
8X14 r 8€14
ADJACENT ROOF PLANE _
I--
3X4
6 - 4X6 '
f -
6
0_ T4
3X6(Al)3X10(A1)
2o
i"
H0912 =
3.79
61
8-0-0
3x10[61
X1 Q
2X4E151 II(
0-
13-4-0 13-4-0
13-5-12 ;-6-4 4 8 0 1 7-0-0
26-8-0 Over 2 Supports
R=2664 U=352 W=8" (8" min,) R-2651 U=369 W=8' (8" min.)
t84 PiiF e3leaggtrNote: All Plates Are 2X4 Except As Shown. n
Design Crit: FBC201ORes/TPI-2007(STD) 6;
PLT TYP. 20 Gau e HS, ave FT/RT=20%(O%)/10(0)_ TY:1 FL/-/6/-/-/R/- Scale =.1875`"/Ft.
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C?d3t1 FL 3284 7:
n a a v t cr,. Bu, ra y..r iz r ANSlrTv: v s z F f rn'*r.r.. N' -..- d 0 'TN6= M ° "'CAI °
SPAC1lG 24.0` JREF- 1UZF40B Z13FLCOA#0278 cC.Yw»ro, saes ,ry: , i
THIS DWG PREPARED: FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
6'124 /MODEL 1357 -SCOTT WEST - 64 GARDENIA D3 )
Top ;chord 2x4 SP_#2 Dense_13B 139 mph wind, 15.00 ft mean-hgt, ASCE 7-10, CLOSED bldg;, not Located
Bat chord 2x4 SP_#2—Dense — 13B within 9.00 ft from <roof edge, RIS} CAT Itl, EXP B, wind TC DL -4.2 psf,
Webs 2x4 SP_#3 13Bwind BC DL -5.0 psf. GCpi(t/-)=0.18'
Rt Wedge 2x4 SP_#3 13B:
Wind Toads and react -ions based on MWFRS with additionalC&C member
Lumber grades designated with "13B" use design values approved design.
1/30/2013 by ALSO
Calculated horizontal deflection is 0.16': due to live load and 0.21
a) Continuous lateral bracing equallyspaced on member. due to dead Goad.
Bottom chord checked for; 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1,50.
JT PLATE LATERAL' CHORD
No SIZE SHIFT BITE MWFRS loads based on trusses located at least 15.00 ft. from roof
91 W3X4 2.50 R 1.25 edge.
181 W3X4: 2.25 R 1.25
4X6
j 3X4[18] a
5X6 r l E
a)
6
6
6X10 =
1 2-0-0 3.79
f
t--2
5X6=
8-0-0
3X4[91 - 2X4 it
4X6(A9R) 3X10(F1)
3X8 !It
13-4-0 13-4-0l
i` 13-5-12 T16 4-8-0 7-0-0
26-8-0 Over 2 Supports
R=1071 U=0 W=8 (8 'imin.) R=1013 U=O'W=8" (8" min.,)
RL=149I-154
ar t Qrt ar
Design Crit: FBC201 ORes/TPI -2007 (STD) , W'll,,
PLT' TYP. ;Wave FT/RT=20%(O°fo)%10(0) '; TY:2 FL/ -/6/-/-/R/- Scale=,25"/Ft.
WARNING— READ AND FOLLOW ALL NOTES ON THIS SHEETI y (° //
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9 p 9 9 9 :i P fp f aI 9 1.9 66' *
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cpA,d278 ICC ,. "afeazC SPACING 24.0 JREF- 1U2F408_Z13 ec+
18
6324 -MODEL 1357 -SCOTT NEST -- 64 GARDENIA - C313
THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 2x4 SP_2_Dense _13B 139 mph wind, 15.00 ft mean:hgt, ASCE 7-10, CLOSED bldg', not located
But chord 2x4 SP #2Dense_1313 within 4.50 ft from roof edge, RISK CAT ll, EXP 6, wind TC DL= .2 psf;
talb 24 CID #31 B
fne eros ,w, 1.—cti ch #tYS t1rPI
hear. ng afi xt'u5scs. Appty plates io each PaeR of i^uss an4.1
Q st i frs, k t nsatod sih.arw Fur C wings SECLI-Z
1 0uffdin Components Group no, P.D. esb € As 1Nah
re." kyoleiylTor
epcix
Orlando FL, f
th spap 0 y t — 8i I., Ig a per ANS t/TP1 1 5,
g eat n p g ITW-OCG, vxww it - q, c ;: TP1, wxw,Lp:, nms.:
FL C A fan 278 m- - -19
UK. rNu.
e s x 3 wind 6C DL=5,:0 psf, GCpI{rl;-)-0.18
Kr
Lumber grades designated with "13B use design values approved Wind loads and reactions based on MWFRS with additional C&C member
113012013 by ALSO design,
H1) = (J) Hanger not calculated 2)2x6 SP,#2_13B In lieu of structural panels use purlins to brace all flat TC @ 24"
supporting member. OC,
Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L1240 live and L1180 total load, Creep increase
factor for dead load is 1,50,
MWFRS loads based on trusses located at least 7.50 ft, from roof edge,
2X4 111
4X6
t
6' 9 5-7 1_
4X6 (R) %
2X4111
3.79
8_Q -Q
2X4 (MR)
1 _0
0-1i 6
5-1-10
5-3-2 10-9-14
6-1'-0 Over 2 Supports ---
R=305 J=26 =8" (8°" min,)
RL=75/-33 R-220 U=36ettrastor
H=H1
PLT TYP. Wave
Design Crit: FBC201 ORes/TP I -2007(STD) U)
FT/RT 20%(O%)110(0)_ +
E..
so4
1 FL/ -16' -I -IRI- Scale =.5"/Ft.
NAftN IS READ aria CONT ALL Naris (U MG S Er! 111PORTAN INRNi SN TN 5 DES [GN TO ALL CONTRACTORS INCLUa NG INSTALLERS. +, *
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DATE 09106/13
DRQ NCt1SR408 13249293
If//
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fne eros ,w, 1.—cti ch #tYS t1rPI
hear. ng afi xt'u5scs. Appty plates io each PaeR of i^uss an4.1
Q st i frs, k t nsatod sih.arw Fur C wings SECLI-Z
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re." kyoleiylTor
epcix
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th spap 0 y t — 8i I., Ig a per ANS t/TP1 1 5,
g eat n p g ITW-OCG, vxww it - q, c ;: TP1, wxw,Lp:, nms.:
FL C A fan 278 m- - -19
UK. rNu. I . L`J 1 r KV1W Kr
PACING 24.01 JREF- lUZF408_Zl
J
6124 -/MODEL 1357 -SCOTT WEST -- 64 GARDENIA G3A )
COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.r.
4 P £ Y Y sa a Ye
F P P: £ g h £ 1 (t h tY p n P} M rtg'p 6CSI. F
D, nd a P P P Y n n R d 0 BC DL ` 10.0 PSF' DRQ tic
I-,
cHa I I,, P p r y tend t'.ag rtg.. L Y i+*n far p an is ai aryl
h u b q t d I-9CS f H3 @ e Hitt 1iT b t
ALP I NE — W a, "I c n c P Twarr P aI f Y n d s +
BC LL . 0.0 PSF HC -EN(
y r c n f A. ITP 7 n pP e ®
4
of APP Y P £ P TOT. Lb. 37.0 PSF SEAN- De r ed [F R f cfi 9 16PA Z c p P A at
IT ..Ui . Com onants Prov nc. DUR .FAC . 1.25 FROMbilly !; f c g h Th Lahfi y se i h g£ y w pi4.
Fa 4 Y f a F.It ng D 9 r P ANSI/TP( 1 5 2 F t THIS , s
wa@34+fin
Orlando'FL 3283?' n a ITI ace itaeQ. TPI. cp,"gt.o cA cw e
FLCOA#027s G.` =a£ ons " 'N D/06!201 SPACING 24.0" JREF-
Top ;chord 2x4 SP Dense 13B 139 mph wind, 15,00 t mean hgt, ASCE 7-10, CLOSED bldg, not located2
BELL chord 2x4 SP #2 Dense 13B within 4.50 ft from hoof edge, RISK CAT 11, EXP `6, wind; TC DL d.2 psf,
Webs 2x4 SP -,3.13B wind BC DL=5.0 psf. GCpi(+/-)-0,18
Lumber grades designated with °1313" use design values approved Wind loads and reactions based on MWFRS with additional C&C member
1/30/2013 by ALSO design'.
1-11) = (J) Hanger not calculated (2)2x6 SP #2.13B In lieu of structural panels use purlins to brace all flat TC @ 24"
supporting member, OC.
Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
JT PLATE LATERAL CHORD
No SIZESHIFT BITE
15] W2X4 S 2,25
4X6 — 3X4 —
6 /
1-1'-2
8-9-13 Y
F
2X4[151 III
f 5X1O(SRS) = 8 0-0
3,79
I ,
2X4(A5R)
L. _O_0
3-1-10 1 2-11-6 I
3-3-22-9-14
6-1-0 Over 2 Supports
R=305 1.1=36 W-8" (8" min.)
RL=50/-24 R=219 U=30 fez{§Fk art,r
H=H1
Design Crit: FBC201 ORes/TPI -2007 (STD) .
PLT` TYP. .Wave FT/RT=20%(O%)/10(0)1 + :1 FAL/-/6/-/-IR/- Scale=.5"/Ft.
WARNING** 'READ AND FOLLOW ALL NOTES ON THIS SHEET!
IMPORTANT FUR N SH THIS DESIGN G ALL CONTRACTORS INCLUDING INSTALLERS .
8 TC LL 20..0 PSF REF R408—:— 36$10
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IT ..Ui . Com onants Prov nc. DUR .FAC . 1.25 FROMbilly !; f c g h Th Lahfi y se i h g£ y w pi4.
Fa 4 Y f a F.It ng D 9 r P ANSI/TP( 1 5 2 F t THIS , s
wa@34+fin
Orlando'FL 3283?' n a ITI ace itaeQ. TPI. cp,"gt.o cA cw e
FLCOA#027s G.` =a£ ons " 'N D/06!201 SPACING 24.0" JREF-
C 6124 -/MODEL 1357 SGOT] WEST-_ 64 GARDENIAG1
THIS DWG PREPARED: FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chard 2x4 SP_ 2_Dense_l3B 139 mph wind. 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bat chord 2x4 SP_#2_Dense 13B anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC
Webs 2x4 SPp3_13B DL -5.0 psf, GCpi(+/-)=0.18
Lumber grades designated with "1313" use design values approved Wind loads and reactions based onMWFRS with add:itionalrC&C member
1/30/2013 by ALSC design.
See DWGS A14015ENC100212 & GBLLETIN0212 for more requirements. Bottom chord checked for 10,00 psf non -concurrent live load.
Deflection meets L/240 IIve and L/180 total Ioad. Creep increase
factor for dead Load is 1.50. -
4X6
6
6 ; E
I
r - -4-8-0 -0i
2X4 (Al = 2X4(A1)
2X4 :1'
3 0 8 3-0 8 I
6-1-0 Over Continuous Support
R=95 PLF U=12 PLF W-6-1-0
RL=8/-8 PLF gl€a+st#rtaara
er
q
PC ¢
kPr
Design Crit: FBC201ORes/TPI-2007(STD)
PLT TYP. Wave FT/RT=20%(O%)/10(0),r ae Y:1 FL/ -/6/-/-/R/- Scale=.5"/Ft.
FURNISH IISD LGN AND , NT Aug SIN aw NG STALL_ TC LL 20 0 PSF' REF R408-'- 36811A9FQRTAw7FURNISHTHISDESIGNT6ALUCIN'KACTtt&S INCLUDING INSTAI.[EFS . a t:.
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t
6124—/MODEL 1357 —SCOTT 'FEST -_ 64 GARDENIA C2 }
Top chord 2x4 SP—#2—Dense-13B
But chord 2x4 SP #2 Dense 13B
Webs 2x4 SP -#3--13B
1/30/2013 by ALSO design,
Bottom chord checked for 10,00 psf non -concurrent live load, Deflection meets L/240 live and L1180 total load. Creep increase
factor for dead load is 1.50.
4X6 =
5
0-2-10
4X6 (R) 31'79 — 8-0-0
i_1 3.79
I
2X4(A5R) = 2X(D8R)
r — 6-4-2 Over 2 Supports
R-310 U=41 W-8 (8` min.)
RL=371-44 R=236 U=25 W=3" 3" min.)
s snsarce
Design Grit.: FBC201ORes/TPI-2007(STD) '
PLT%TYP. Wave FT/RT=20%(O%)110(0) s3: ' °r It ` TY 1 FI I-f6;f-f-IRt Sr lp S'1Ft
WNdN9N6" .RIA!} ANO FOLLOW ALL NOTIS ON THIS SHUT! ° "es':e
IMPORTANT €URPoISH THIS OF51GN TC] ALL C(}N7RACTt}R& INC.14141NG INS ALL€RS
b
ar:`< ®"-
I•*
TG LL 20 0 PSF p —— 3REF8408.6812
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T"
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1
THIS DWG: PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
6124 /MODEL 1357 -SCOTT WEST -_ 64 GARDENIA C3 )
Top chord 2x4 SP_#2_Dense _13B (++) - This plate works for both joints covered.
Bot chord 2x4 SP #2 Dense 13B
Webs 2x4 SP #3_1313 139 mph wind, 15.00 ft mean'hgt, ASCE 7-10, CLOSED bldg, Located
anywhere In roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC
Lumber grades designatedwith "1313" use design values approved DL=5.O psf. GCpi(+/-)-0.18
1/3012013 by ALSCI
Wind Loads and reactions based on MWFRS with additional C&C member
1`11) = (J),Hanger 'not calculated (2)2x6 SP #2_13B design.
supporting member.
In lieu of structural panels use purlins to brace all flat TC@ 24°
Bottom chord checked for 10.00 psf non -concurrent live load. OC.
Deflection meets L/240 live and Lt180 total load. Creep Increase
factor for dead load is "1.50.
4X6 =
6
3X4 —
6
iN
0-8-12
3.79 _T-
8-2 4
3X,4= 8-0-0
3.79 4X6 (R) III
3X6 (++)' III
2X4(A5R) 2X4
X1.0-0:'J
11-1-10
3-0-8 ,3 1 4-19-6 1
6-1-0 Over 2 Supports
R=305 U=38 W=8" (8" min.)
RL -351-33 R=220 U-19
H=H1 assn eax
Design Crit: FBG201ORes/TPI-2007(STD)
PLT TYP. Wave F_ =20°%(0%)110(0); °£ ` TY:1 FL/ -/61-/-/R/- Scale =.5"/Ft.
WARNING— READ ANO FOLLOW ALL NOTES ON THIS SHEETeA M
R
Ih1t FJRTAzNTP i
FURNISH THIS
9
DESIGN
hTO
ASI' CONTRACTORS
9:
INCLUDING INSTALLtE(
RS9 a b n9eP r Band
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9 P N' ` 9 h. ° anT1,° s,,, a< znP
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g rai ^+ t P 9 [TW BCG f<G c TO tp n4G nEg WTCA 4hEx d try t
FL CpA 278
ICUn
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SPACING 24.0" JREF-
522282
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1UZF408_Z13
WARNING— READ AND FOLLOW ALL NOTES ON THIS SHEEM NSIMPORTANT- FURNISH THIS OMCS TO AT, CONTRACTORS NCLODiNG INSTALLERS TIC LL 20.0 PSF REF R408-- 36814
T ..... .. 0- —1b 1 9 'Qpp-
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1- BM B3 B7 ., 810 Pp 1WHKALPINEO'_' — ([TW&CG) b. I Ir. BC LL 0.0 PSF HC—ENG WHK/
11 — I-- -fbr .... ANSI TP 1, O—hb,. h,
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A
IT Building Components Group Inc. We.4 k 01171."1 11 1.1—Y 111. 11 0.. DUR. FAC. 1 ,25 FROM RF7:11 y p— ANSi/TP) I S- 2, F., Tb;,
Orlando FL, 32837 TPI WTCA
FL COA SPAC I NG 24.0" JREF— 1UZF408_Z13
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
6124 -/MODEL 1357 -SCOTT WEST -- 64 GARDENIA - M2
Top chord 2x6 SP_#2_13B 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
Bot chord 2x4 SP-,#2—Dense-13B within 4,50 ft from roofedge, RISK CAT 11, EXP B, wind TC DL=4.2 psf,
wind BC DL=5.0 psf, GCpi ( +/-)=018
Lumber grades designated with "1313" use design values approved
1/30/2013 by ALSO' Wind loads and reactions based on MWFRS with additional C&C member
design.
Bottom chord checked for 10.00 psf non -concurrent lige load,
Deflection meets L/240 live and L/180 total load. Creep increase
Shim all supports to solid bearing. factor for dead load is 1,60.
Provide 2 16d common nails(0.162"x3.5"), toe nailed at Top chord
Provide 2 16d common nails(0.162"x3.5"), toe nailed at Bot chord,
T1-6-11
i R=264 U=75 (1
ikkl)
R=132 U=O (1.5" mi
6
3.7979
y2X4(Al)
0-4-3 0-0
9-0-0 Over 3 Supports
R=358 U=4 W=8" (8" min.)
RL=116/-39
Design Crit: FBC201ORes/TPI-2007(STD)
PLT TYP Wave FT/RT=20%(0%)/10(0) Y:3 FL/ -/6/-/-/R/- Scale =.5"/Ft.
WARNING— READ AND FOLLOW ALL NOTES ON THIS SHEEM NSIMPORTANT- FURNISH THIS OMCS TO AT, CONTRACTORS NCLODiNG INSTALLERS TIC LL 20.0 PSF REF R408-- 36814
T ..... .. 0- —1b 1 9 'Qpp-
5-1 TIC DL 7.0 PSF DATE 09/06/13IYI '.1t I by TP 1 WTCA)
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Orlando FL, 32837 TPI WTCA
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6124 -/MODEL 1357 -SCOTT WEST -- 64 GARDENIA - M1
Top chord 2x6 SP #2 13B :T2 2x4 SP_#2_Dense_13B: 2 COMPLEBotchord2x6SP—_#2 13B
Webs 2x4 SP_#313B Nail ScheduIE
Top Chord: 1
Lumber grades designated with '1313" use design values approved Bot Chord: 1
1/30/2013 by ALSO Webs : I
Use equal spz
DIMENSIONS) SUBMITTED BY TRUSS MFR,
EH
Special loads in each row to avoid splitting,
Lumber Dur ,Fac.=l .25 / Plate Dur.Fac.=1,25)
TC- From 56 pif at -2.67 to 56 pif at 0.53 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
TC- From 28 pif at 0.53 to 28 pif at 5.42 within 4,50 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=4.2 psf,
TC- From 56 pif at 5,42 to 56 pif at 6.33 wind BC DL -5.'0 psf, GCpi(+/-)=0,18
BC- From 21 pif at -2.67 to 21 pif at 130.53
BC- From 10 pif at 0.53 to 10 pif at x6.33 Wind loads and reactions based on MWFRS,
TC- 236.00 lb Cone. Load at -1A7
BC- 219,71 lb Conc. Load at M3, 2.53, 4.53
2X4 !!I
In lieu of structural panels use purlins to brace all flat TC @ 24" 4X6(R)
OC:
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50, 2
Shim all supports to solid bearing,
9-9-8
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3,79
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PLT TYP. Wave FVRT=20%(O%)/1 0(0) ..
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THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
6124 -/MODEL 1357 -SCOTT FEST -- 64 GARDENIA i EJ8_
Top chord 2x4 SP - #2 Dense 13B 139 mph wind,". 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
Bat chord 2x4 SP.2 Dense_13B within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf,
Lumber grades designated with "1313" use design values approved
wind BC DL 5.0 psf.GCpi(+/-)=0.18
113012013 by ALSCMind loads and reactions based on MWFRS with additional C&C member
design.
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
Shim all supports to solid bearing, factor' for dead load is 1.50.
MWFRS loads based an trusses located at least 7.50 ft. from roof edge. Provide ( 2) 16d common nails(0.162"x3,5"), toe nailed at Top chord.
Provide ( 2 ) 16d common nails(0.1;62°x3.5"), toe nailed at Bot chord.
i1-6-11
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RL=991-40 iai caarir tri
Design Crit: FBC201 ORes/TPI -2007 (STD) °
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wind BC DL=5.0 psf. GCpi(+/`-)=0.18
Lumber grades designated: with '13B" use design values approved
113012013 by ALSC Find loads and reactions based on MRS with additional' C&C member
design.
Bottom chord checked for 10.00,psf non -concurrent live load.'
Deflection meets L/240 live and L/180 total load'. Creep increase
MWFRS loads based on trusses located at least 7.50 ft. from 'roof edge. factor for dead load is 1.50.
Provide ( 2 ) 16d common nails(0.162"0,5"), toe nailed at Top chord,
Provide ( 2 ) 16d common nails(0.1162°x3.5"), toe nailed at Bot chord.
F
R=17'1 U=53 (1.
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at chord 2x4 SP--#2--Dense 1:3anywhere in rdof, R[SK CAT 'li; EXP B, wind TC DL' =4.2 ps,f, wind BC
Webs 2x4 SP #3_138 DL=5.0 psf. GCpi(+f-,)=018
Lumber grades designatedwith "1313" use design values approved Wind loads and reactions based an MWFRS.
113012013 by ALSC<
Hipjack supports 6-11-8 setback jacks with no webs.
Deflection meets L1240 live and L1180 Iota[ toad. Creep increase
factor for dead load is 1.50. Shim all supports to solid bearing:
Provide ( 2 ) 16d common "naIIs(0. 162x3.5), toe nailed at Top chord.
Provide (3 ) 16d common nails(0.162"x3.5")" toe nailed at Bot chord.
11 _6-6
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4F ti tti#Ftffifdi#
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PLT TYP. Wave FT/RT=20%(O%)/10(0) Y:2 FL/ -161-1_/R/- R Scale =,5"/Ft.
NARN I NG— .: READ AND 500,0W ALL NOTES ON THIS SHEET11
IMPORTANT FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS.
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THIS DING! PREPARED: FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
6124 /MODEL 1357 SCOTT WEST 64 GARDENIA HJ7 )
Top chord 2x4 SP -#2 -Dense -13B 139 mph wind, 15.00 ft mean,hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 SP_#2 Dense_13B anywhere in roof, RISK CAT ii, EXP B, wind TC DL=4.2 psf, wind BC
Webs 2x4 SP #3 13B DL=5.0"psf. GCpi(+/-)=0.18
Lumber grades designated with "13B" use design values approved Wind loads and reactions based on MWFRS.
1/30/2013 by ALSC
Def hectianmeets L1240 live and LJ180 total /dad, Creep increase
Hipj ack supports 6-11-8 setback ,jacks with no wens.
factor for dead load is 1.50. Provide ( 2 )"16d common na'lls(0.1,62`x3.5") toe nailed at Top chord.
Provide ( 3 )`16d common nails(0.162°x3.5") toe nailed at Bot chord.
11-6-6
R=211 U=76 (1A" m n:)
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WARNING** READ AND FOLLOW ALL NOTES ON THIS SH €T
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design.
Bottom chord checked for 10.00 psf non -concurrent live load.'
Deflection meets L/240 live and L/180 total load. Creep increase
Shim all supports to solid bearing. factor for dead load is 1.50.
Provide ( 2 ) 16d common nails(0.162"x3.5'°), toe nailed at Top chord,
Provide ( 2 ) 16d common nails(0.162"x3.5'), toe nailed at Bot chord.
10 6-11
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RL=731-32
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PLT TYP. Wave FT/RT=20% (O%)/10(0)_ pF" TY: 4 FL/ -/6/-/-1R/- Scale=.5"/Ft.
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6124 -/MODEL 1357 -SCOTT WEST -- 64 GARDENIA; CJ5 )
Top chord 2x4 SP,_#2_Dense_13B 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
Bot chord 2x4 SP—#2-Dense-13B within 4.50 ft from roof edge, RISK CAT II, EXP 0, wind TC DL -4.2 psf,
wind BC DL=5.0 psf. GCpi(+I-)-0.18
Lumber grades designated with "736" use design values: approved
113012013 by ALSCWind loads and reactions based onIMWFRS with additional C&C member
design.
Bottom chord checked for 10,00 psf non -concurrent live load,
Deflection meets LJ240 live and LI180 total load. Creep increase
Provide ( 2 ) 16d common 'nails(0.162"x3,5'), toe nailed at Top chord, factor for dead load is 1,54.
Provide ( 2 ) 16d common nails(O,162'x3.5 ), toe nailed at Bot chord.
rl70-6-11
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Design Crit: FBC2010Res1TPl-2007(STD),;
d#"'.
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1UZF408_Z13
THIS DWG PREPARED: FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
6124 -/MODEL 1357 -SCOTT WEST .-- 64 GARDENIA' CJ4
Top chord 2x4 SP 2_Dense_13B 135 mph wind, 15.00 ft mean hgt. ASCE 7-10, CLOSED bldg, Located
Bot chord 2.x4 SP_#2_Dense_13B anywhere in roof, RISK CATH, EXP B, wind TC DL=4,2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Lumber grades designated with `13B" use design values approved
1/30/2013 by ALSC Wind loads and reactions based on MWFRS with additional C&C member
design,
Bottom chord checked for 10.00,psf non -concurrent live load:
Deflection meets L/240 live and L/180 total load. Creep increase
Shim all supports to solid bearing. factor for dead load is 1.50.
Provide ('2 ) 16d common nails(O.162"x3.5'), toe nailed at Top chord.
Provide (_2 ) 16dcommon nails(0.162 x3.5"), toe nailed at Bot chord.
yAI
R=65
5-6-11
U=22 (115'1-"")'
R=53
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3.79
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R=155 U=20 W=8" (8" min.)
RL=48/-24idaa€tr9#tsr€
Design Crit: FBC2010Res/TPI (STD)
PLT TYP. Wave
2007 *e,.,pm
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WARN I NO READ ANP FOLLOW ALL NOTES ON THIS SHEETS«
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THIS DWG PREPARED: FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MER.
6124 -/MODEL 1357 -SCOTT WEST -_ 64 GARDENIA'- CJ3 }
Top; chord 2x4 SP_#2_Dense_13B 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 SP—#2—Dense-13B anywhere in roof, RISK CAT 11, EXP B, wind TC DL' =4.2 psf, wind BC
Lumber grades designated with °13B" use design values approved
DL=5,0 psf. GCpi(+I-)=0,18
1130/2013 by ALSC bind loads and reactions based on MRS with additional C&C member
design;.
Bottom chord checked for 10.00 psf non -concurrent live load::
Deflection meets LI240 live and L1180 total load, Creep increase
Provide { 2 ) 16d common nails(0.162"x3,5"), toe nailed at Top chord, factor for dead load is 1,50,
Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nail -ed at Bot chord.
R=64 U=20 (1 ,5'i m i )
6 r
1103
I
L -*800
R-51 U=0 (1,5 min.
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R=193 U=18 W=8" (8" min.)
RL=44 ttcst t+mt
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Design Crit: FBC201ORes/TPI-2007(STD)
PLT TYP. Wave FT/RT=20%(0%)/10(0) :2 FL/—/6/—/—/R/— Scale=.5"/Ft.
WRRFIING** READ AND FOLLOW ALL NOTES ON TRIS SHEET! 4
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IMPORTANT' FURNISH THIS RESIGN TO ALL rONTRACTORS INCLUDING INSTALLERSTC LL 20.0 PSF . REF R408-- 36823
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6124 -/MODEL 1367 SCOTT WEST - 64 GARDENIA EJ3 1
THIS DING PREPARED FROM COMPUTER INPUT (LOADS £ DIMENSIONS) SUBMITTED BY TRUSS MFR. '.
Top, chord 2x4 SP #2_Dense _13B 139 mph wind, 15,00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 SP -#2 -Dense -13B anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC
DL=5,0 psf, GCpi(+1)=018
Lumber grades designatedwith '1313" use design values approved
113012013 by ALSO Wind loads and reactions based on MWFRS with additional C&C member
design,
Bottom chord checked for 10,00 psf non -concurrent live load:
Deflection meets L1240 five and Li180 total load. Creep increase
Provide ( 2 } 16d common nails(0.162"x3.5'), toe nailed at Top chord, factor for dead load is 1.50,
Provide ( 2 } 16d common nails(0.162"x3.5"), toe nailed at But chord.
9_6_11
R=64 a-20 (1 .5°? mid );
6
i
R=51
8 0-0
U=O (1.5"' min,
2X4(A1)
L1_0_01j
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R=193 U=18 W=8" (8" min.)
RL-441itoliftime"FNt
R
t
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Design Crit: FBC2010Res/TP l -2007 (STD) E ."•. , '!
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R=153 U-35 W=10.564" (10.564" min.)
Vim 4IIarreluerrr trt r gr,.
Design Crit: FBC201 ORes/TPI -2007 (STD).
PLT TYP. Wave FT/RT=20%(0%)/10(0) '° Y:1 FL/ -/6/-/-/R/- Scale=.5"/Ft.
WARNING* READ AND FOLLOW ALL NOTES ON THIS'SHEET • [" p
IMPORTANT— FURNISH THIS DESIGN TO ALL CONTRACTORS ,NCLUDING INSTALLERS 84 TG LL 20.0 PSF REF '. R408-- 36825
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IN III. SPACING 24.0" JREF- 1 UZF40$ Z13
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THIS ONG PREPARED: FROM COMPUTER INPUT LOADS '& DIMENSIONS) SUBMITTED BY TRUSS MFR.
6124 /MODEL 1357 SCOTT WEST -- 64 GARDENIA H-13)
Top chord 2x4 SP -#2-Dense-13B Special loads
Bot chord 2x4 SP -#2 -Dense -13B Lumber Dur,Fac.=1.25 f Plate Dur,.Fac.=1.25)
TC- From 0 pif at 1.48 to 55 plf at 0:00
Lumber grades designated with '13B' use design values approved TC- From 2 plf at 0'00 to 2 plf at 4.18
113012013 by ALSO BC- From 0 plf at 1.48 to 4 plf at 0,00
BC From 2plf at 0.00 to 2 plf at 4.18
139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg: Located TC- -6.89 Ib Conc, Load at 1.41
anywhere in roof,' RISK GAT lI, EXP B, mind TC7DL=4.2±psf, wind BC i BC 22.62 Ib Conc Load at 1.41
DL=5.0 psf. GCpi(+1 0.18
Wind Toads and reactions based on MWFRS.
Bottom chord checked for 10.00 psf non -concurrent live load..
Deflection meets L/240 live and L/180 total load. Creep increase
Provide (2 ) 16d'common inails(0.162°x3.5"), toe nailed at Top chord. factor for dead load is 1,50.
Provide ( 2 ) 16d common nails(0.162"0.5'), toe nailed at Bot chord.
9-6-6
R=33 U=2 (1 , 5' m i n
4.24 /
1-9}14
0-4,3 8-0-0
R=71 U=0' (1.5" min
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L -1-5-12-1j
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R=153 U-35 W=10.564" (10.564" min.)
Vim 4IIarreluerrr trt r gr,.
Design Crit: FBC201 ORes/TPI -2007 (STD).
PLT TYP. Wave FT/RT=20%(0%)/10(0) '° Y:1 FL/ -/6/-/-/R/- Scale=.5"/Ft.
WARNING* READ AND FOLLOW ALL NOTES ON THIS'SHEET • [" p
IMPORTANT— FURNISH THIS DESIGN TO ALL CONTRACTORS ,NCLUDING INSTALLERS 84 TG LL 20.0 PSF REF '. R408-- 36825
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IN III. SPACING 24.0" JREF- 1 UZF40$ Z13
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FL Cf?1 #t} 278 ICC
1 0 -01i
1-0-0 Qver 3 Supports
R=150 U=25 W=8'' (8" min.)
RL=22 gtssfr irttseat u f
Design Crit: FBC2010Res/TPI -2007 (STD)
PLT TYP. Wave FT/RT=20%(O%)/10(0) TY:4 FL/ -/6/-/-/R/- Scale =.5"/Ft.
WARNING READ AND FOLLOW ALL NOTES ON THIS SHEET! TC LL ' 20 . Cl PSF q p `
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THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
6124 -/MODEL 1357 -SCOTT WEST - 64 GARDENIA- CJ1,}
Top chord 2x4 SP #2 Dense 13B 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 SP #2 Dense_138 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+l-)=0.18
Lumber grades designated with "13B" use design values approved
1/30/2013 by ALSC Wind loads and reactions based on MWFRS with additional C&C member
design..
Bottom chord checked for 10,00 psf non -concurrent live load,
Deflection meets L/240 live and L/'180 total load. Creep increase
Provide ( 2 ) 16d commonnails(0.162"x3.5"), toe nailed at Top chord. factor for dead load is 1.50,
Provide ( 2) 16d'common `nails(0.162"x3.5"), toe nailed at loot chord.
6 j
r 8-6-11
R=-14 Rw-12 Ql=TI6 3(5" min.)
8-0-0
i" R-11 Rw=12 U=4 (1. min.)
2X4(A1)
1 0 -01i
1-0-0 Qver 3 Supports
R=150 U=25 W=8'' (8" min.)
RL=22 gtssfr irttseat u f
Design Crit: FBC2010Res/TPI -2007 (STD)
PLT TYP. Wave FT/RT=20%(O%)/10(0) TY:4 FL/ -/6/-/-/R/- Scale =.5"/Ft.
WARNING READ AND FOLLOW ALL NOTES ON THIS SHEET! TC LL ' 20 . Cl PSF q p `
IMPORTANT FURNISH TKIS DESIGN TO A CONTRACTORS INCLUDING INSTALLERS g - REF : R408 3682 6
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SEQN- 522224
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i
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS '& DIMENSIONS) SUBMITTED BY TRUSS MFR.
6124 /MODEL 1357 -SCOTT WEST - 64 GARDENIA - 02
Top ,chord 2x4 SP #2 Dense 13B Special loads
Bot chord 2x4 SP, #2 Dense 13B ------ (Lumber Dur,Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 56 pif at -1,00 to 56 pif at 1.00
Lumber grades designated with "136°` use design values approved BC- From 4 pif at -1.00 to 4 pif at 0,00
1/30/2013 by ALSO'
139 mph wind, 15,00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Wind loads and reactions based on MWFRS with additional C&C'member anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
design. DL=5.0 psf. GCpi(+/-)=0.18 i
Bottom chord checked for 10.00 psf non -concurrent live load, Deflection meets L/240 live: and L/180 total load, Creep: increase
factor for dead load is 1,50.
Shim all supports to solid bearing.
Provide { 2 )-16d common nails(0.162'x3,5r"), toe nailed at Top chord.
Provide { 2 ) 16d common nails(0.162"x3.5"), toes nailed at Bot chord'..
6-11
R-'-13 Rw=10 QPA-51
58
min.)
R=-9 Rw=9: U=4 {1',*c
J 3179
2X4(A5R)
Ll1-0-01J
1-0-0 ver 3 S pports
I
R-138 U-27 W=8" (8' min.)
RL -22
Zsact it urc
Design Crit; FBC201ORes/TPI-2007(STD) ,
H,
PLT TYP, Wave FT/RT=20%(O%)/10(0) a d TY:4 FL/ -/6/-/-/R/- Scale=.5"/Ft.
WARMING** READ AND FOLLOW ALL NOTES ON THIS SHEET!
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9uRding Cmpanents Group I
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Earth City MO 63045
Builder Signature: Date: 2-
Address of New Home: City/FL Zip: ,q A
Note: This is not a Building Energy Rating, If your Index is below 70, your home may qualify for energy efficientmortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating, Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at onergygauge. com for information and a list of certifiedRaters. ForinformationabouttheFloridaBuildingCode, Energy Conservation, contact the Florida Building Commission's supportstaff,
Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT,
EnergyGauget USA - FlaRes2o10 Section 405,41 Compliant Softwara
Fl,
1. New construction or existing Now (From Plans) 9° Wall Types
1 Single family or multiple family Single-family a, COmrsto Block - Int Insul, Exterior
Insulation Area
R=lZ3 1166,fV
3, Number of units, if multiple family I b. Frame, - Wood, Adjacent 11.0 296,06 ft=
4. Number of Bedroom 4
c, N/A
d, N/A
R- Itz
5. Is this a Worst case? NO Ceiling Types
R-- W
Insulation Area
6, Conditioned floor area (ft2) 1357
a, Under Aft (Vented) R-30.0 1357.00 f12
7, Windaws" Description Area
b, N/A
c. NIA
R= 112
R= Itz
a, U -Factor: Dbl, U=0.52 109,48 ItT ii, Ducts
R f12
SHGC;: SH11cao.33 a, $up; Attic, Rot-, Atfic, AH. RoamsinBlockl 6 542
b. -F or; Dbl, U=OM 40M fill
SHGG: SHG C-_032
c. U -Factor. NIA 12. Codft system kBtu/hr Eifficencyft?
SHGC: a, Central Unit 31,8 SEER.15.25
d, U-Factoc N/A Itz
SHGC: 11 Heating systems k8tothr EfficiencyAreaWeightedAverageOverhangDepthsI417ft- a, Electric Heat pump 28.8 HSPF:8,70
Area Weighted Average SHGC: 0.327
8, Floor Types Insulation Area 14, Hot water systems
a. Slob -On -Grade, Edge insulation R=0.0 1367.00 1P a. Electric Cap., 65 gallons
b, N/A R= ftz FF: A87
c, N/A R- f? b, Conservation features
None
15. Credits p1stat
I certify that this home has complied with the Florida Energy Efficiency Code for BuildingConstructionthroughtheaboveenergysavingfeatureswhichwillbeinstalled (or exceeded) in
1,4
this home before final inspection. Otherwise, a new EPL Display Card will be completedbasedoninstalledCodeistfeats.
Builder Signature: Date: 2-
Address of New Home: City/FL Zip: ,q A
Note: This is not a Building Energy Rating, If your Index is below 70, your home may qualify for energy efficientmortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating, Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at onergygauge. com for information and a list of certifiedRaters. ForinformationabouttheFloridaBuildingCode, Energy Conservation, contact the Florida Building Commission's supportstaff,
Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT,
EnergyGauget USA - FlaRes2o10 Section 405,41 Compliant Softwara
Compliance requires certification by the air handier unit manufacturer that the air handier enclosure
qualifies as certified factory.,gaaled In accordance with 403.2.2.1.1.
Compliance require$ completion of a Florida Air Barrier and Insulation Inspection Checklist
9/19/2013 9,117 AM EnerqyGaugee USA - es2010 Section 405AA CornpliantSoftmre Page 1 of 5
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wrightsoft. Manual S Compliance Report Job: LotUModell3W
Entire House
Date. September 19 2013
indoor d ign Ci 70VF
By-. RH4INC
531 CWSWWAY,SAWORDFL3MI F 407- 5 Fes: bNWVVVDELNR.00M
Manufacturer Carrier el; 25HS 53 **3 FX4DN( ,F)031
Actual airflow, 1000 0 c
Output capacity; 272615 Btuh 160% of load
For MSWEST L0t64M0del1357
Supplemental heat required. 0 Btuh Economic balance, OF
Backup equipment Elec strip
X771
Manufacturer l:
x . ,"`,;:. t i' r , a' f z -
r
Actual airflow, 1000 cfm
iIt r!-11'I ,f M. w
M-6
L= IY= MA lea
A,
z„Oh„
ons
B: 92,41F Sensible gain: 20917 Btuh Entering coil S: 77JrF
AR 76,3*F Latent gain: 3849 Btuh Entering coil ,GrF
3: 75,0*F Total in;24766 Btuh
Estimated airfl. 1000 c rn
Performance Data t Actual Design
Split ASHD
Carrier el: 25HB 53 0+FX4 hl(S,F)031
1`10DO cim
Y 23084 Btuh 110% of load
5252 Btuh 1 of load
28337 Btuh 1149 of load SHR: 81
Design Conditions
Outdoor design DB: 41.9°F Heat loss: 17072 Btuh Entering 7110: 69.1°F
indoor d ign Ci 70VF
Design
Equip rpt t : Split ASHD
Manufacturer Carrier el; 25HS 53 **3 FX4DN( ,F)031
Actual airflow, 10000 c
Output capacity; 272615 Btuh 160% of load Capacity balance, 35 °F
Supplemental heat required. 0 Btuh Economic balance, OF
Backup equipment Elec strip
Manufacturer l:
Actual airflow, 1000 cfm
output capacity: 0 kW 0% of load Temp, rise, 0 *F
The above equipment was selected in accordance h A CCA Manual S.
Pj2h' t-UnNwsal 2D12121,05 RSM8057
E4Fdos*lSWESTALcAS4MwW367M7rup_ E
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wrightsof:t-Component Constructions Job: Lo 017
Entfm House Date- t r' 19, 2013
By. RH
DEL AIR
A h INC
531 ' , FC. 71 ':407- 5 F b R
Fraf: AS'1t 5`T; L4MOci;l°1357
a ,„,
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3f
RrasYLFC
11nd r„ rlandOlrrtlA, 'L„ lJS a+7:714' 1ndc rt tirtp r tu () 7p 75
i 7
Outdoor: 30 50
Cry bulb (°F) 42
olturCoofingncrflb 1.346-6
Daily range (OF) Infiltration' tion'
17(MWetlb (°F) Sl if'ed
11 p C4,L 7. a ` Construction quality
Firbpi Aver
p
Construction descriptions ' O Area. U value meat R tag HM toss 'cig HTM Gan
Walls
R° Bkgff--F V 1FA*0 skaff Fath Bk#W MA
13 1 N, 3tucco *4 r-1 e 8" thka IfTgypsum nboardintInsh 366 0,077 10.0 2.16 792 1.28 409no10,077 10.0 2.16 67 1.28 40e970.077 10,0 2.16 209 1.28 124se ' 26 0.077 10.0 2.16 55 1,28 33
s 260 0.077 10.0 2,16 563 128 334
191 0,077 10,0 2.16 414 1.28 245
nw 26 0,077 10.0 2A6 56 1.28 33
all 997 0.077 10.0 2.16 2157 1.28 1278'
Parfitions
12B -Ow Fmr waR, r-11 , 1Z rn board fnsh, 2"M" fr 0. 11.0 2,73 7 1,71 5t77
Windows
2A,2orrr 2 9Wzhg, cs 10w-0 Oult, at gas, ft no b rk fr n t, & innr, n1f4" gap, 11W thk; NFRCrated($H , 3);1.4 it o r (3.25
5 0.520 0 14.6 79 16,0 86
ht, 0.7 ft sop) -
loin: 2 glazing, dr low -o o airs, no frrlt t, Or innr, n164" gap, 1/8" gyir, NFRC to (St ,33);1,4 o r ng (5.25 ft
49 0.5 20 0 14.5 710 16,0 775
o it, 0,67 p.) 17 0,520 0 94.6 243 16,0 265
w 32 0,520 0 AS 473 38A 1243
aN982020 !ct 4 o a brk frrra `
0,5 0 14.6 1426 23,4 2283t r, 114" - e
gap, 118" thk-, NFRC rated (SHGC-0333);1 A It overhang (i ft 3 0.520 0 14-6 49 40,7 136
ht, 2.3 ft sepj
2 " 2 glazing, air kwe oto, air gas, mp no brkfrnt nut, air Omr,164" ap, Virthkr NFRC rat ( ); 1,4Itoverhang (1 ft
3 0.520 0 14.6 16.0 51
ht,1 ft, p.)
2A-2omd: 2 glazing, ck 10w e oattr, at gas, rrrtl no brk frm mat, cir ktnr, w114" gap, 168" thk; 1,4 ft overhang (6.7 ft Sow ht, 0,3 ft
40 0.840 0 23.0 946 68.7 2761sep.)
Doors
11 M Door, wd sctype
ne 20 0390 0 11^0 220 :.11,9 239
tom' (2012121.4 057 S 0913,39
Edi e#1 s "13s7.rttpCok-Mia Ha E PWI
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16 d: Aft coft, asphakshitVWsrow mt, r-30ins, 162'" 1357 OM2 3010 OM 1221 1.73 2343
gypsum Mrd N msh
Floors
22A- i; Bg floor, Ight drysoig, on grads depth, carpet fir ftish 146 0,989 0 27,$ 4D46 a
M13 -SOP -19091319Wr'ghtSoft h8 ' .2t'a1a12t,t iiSi
a 13s7l 1 s7. :c r
Page 2
wrightsoft- Project Summary Job, Lor1 s7
Entfre House Date, September 1, 2413
By: RH
DEL I INC
S31 AY , Ft. 3 771Phone: 4i7-=. 5 407 3 b; WWWoELApcoM
6+ € i , i S 1'F tx'.• T
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t
For MSWEST, LotI5010de11357
its;
i
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Weather Orlando Intl AP, FL., US
Winter'gn Conditions Summer Design
Outside db 42 °F
Inside db Outside db 92 OF70
Design TD 28
F
F
Inside db 7; ®F
n TD 17 F
Daily n
Relative urnidity
Moisture difference 47 gr/lb
Heating Ii , Equipment Load
Sizingn
Structure 13506 Btuh
Ducts Structure 14731 Btuh3Btuh
Central v (0 cfm) 0 Btuh
Dints (5136 Btuh
Central vent (0 cfm) Humidification Q Btuh
Ir 0tuh' Piping Btuh0Btuh
Equipment bad 17072 Btuh Usectturer°s a
Infiftration
R e/s , Iti lier 1,
Equip ' `si le loads 2D917 Btuh
Method Simplified
Construction quality Latent CoolingEquipment Load SizingAverage
Fireplaces 0 Structure 2514 Btuh
Area
l irr
Ducts 1335 Btuh
Central vent0 cfm} 0 BtuhOnt01u } 10
Eur 10 to910859
Air changes/hour 0, 0,23
Equiv. AVF (cfm) 81
Equip total 247 Btuh
42 Req, total capacity at 0.75 SHR 2.3 ton
EquipmentHeatingi
Make Carrier Make OrderTradeCOMFORT1PURONHP
Model Trade COMFORT 13 PUHP25HBC50
RI r 5739
Cond 25H C5
Coil F7C4DN(B,F)031
EfficiencAH
y 8.7 HSPF
R I ref 3645739
Efficiency 12.5 EER, 15.3 SEERHeatinginput
Heating Sensible cooling 21600 Btuh28200Btuh4rF
Temperature rise ®F
Latent i 72 Btuh
Actual air flow 1000 cfan4ctual
Total dealing 28800 Btuh
air flowAirflowfactor0059cftuh
i
1 000 cim
Air flow factor 0.048 cfrrJBtuh i
pressure 0.40 in H20Space Static pressure in H20
Load sensible heat ratio Q, 84
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
Wwaml1a1a.'f,t 5'r
E, 4 er1;3574. et1357,rup iv -KM 1-buserneft F page1
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I
110M11-:10",
Right -JO Worksheet
my I iAlluccs UU/1 rw
Job: Let UModell357
26 26 56 33 a 0
Entire House
P 12BOOW 0,097
Date- September 19,2013
1,71 296 296 BN 507 68 68 185 116
c
By: RH
ago 1,73
DEL AIR HTG, AIC & REFRIG. INC
110 211
F 22A-0 a9ag 2779 a00
OM, FL =71 Ptme: *W-3334665 Fax-, 407-M-38&1 Vkbbr 1E 6$
333 0
6 6) AED exomion 1723
Home
Erwebpe
64m 3
10999 11407
145.6 ft
12 a) kUntion
l20 ft
2508 794
8-0 ft d
vertilkion
80 ft8.0 ft
Ott- :
1()
heatkod
0 0 0 0
13 kten* gWns: 0--wr" 230 6 1380 0
Z
AWAarvWothef 12DO 0
13673 W
SubtatW (Wm 6 to 13) 13506 14781 1250 742
122122- 0 ft'
LM trwwer 0 0 0 0
Redstnbdim 0 0 0 0
14 19d)(0tui IM wal 1250 7Q
lw U -V" or FfTM AMa (ft)
2013 -Sop -190913119ft4ht,$UtBVLkiiW$01201212,1,OBRSLX*05-7
Ow Area (ft-) ft.) LLoad
ft"P-19 PUM or Pedmeter ft) ftuh) or P"MIder ft) Bttjh) B
He* ew Gass NfM Hoe cm OD" NfR6 Heat cod
O.OT7 n 216 1,2B 420 366 792 459 a 0 0 0
a5M n 1461 16.95 5 0 79 86 r. 0 0 0
O.5M n 1461 16-95 49 a 710 775 0 0 0 0
0,077 no 216 128 51 31 67 40 0 0 0 0
U390 ne 96 11,8B 20 20 220 239 0 a a0 0
U77 e 216 1,28 100 97 209 124 0 0 0
Q520 e 1461 40.75 3 0 49 136 0 0 0 0
Q077 se 216 12B 26 26 55 33 0 a 0 0
0,077 s 2,16 1,281 280 26D 663 334 96 79 172 02
Q52D s 1461 1&951 17 17 243 285 17 17243 205
a= S 114216 11.26
3 45 51 0 0 0 o 1oO.n w1 6 1 ' 26 1 191 4142 0 0 0 0
0,520 W 146'1 38 3 473 1243 01 0 01 0
my I iAlluccs UU/1 rw 2115 1,28 26 26 56 33 a 0 0 0
P 12BOOW 0,097 273 1,71 296 296 BN 507 68 68 185 116
c 168-30ad 0.032 ago 1,73 1357 1357 1221 2343 122 122 110 211
F 22A-0 a9ag 2779 a00 1357 146 4D45 0 122 12 333 0
6 6) AED exomion 1723 17
Erwebpe IoWgwn 10999 11407 1043 6-17
12 a) kUntion 2508 794 206 66
b) Room vertilkion 0 0 0 0
13 kten* gWns: 0--wr" 230 6 1380 0 0
AWAarvWothef 12DO 0
SubtatW (Wm 6 to 13) 13506 14781 1250 742
Less eAwW bad 0 0 0 0
LM trwwer 0 0 0 0
Redstnbdim 0 0 0 0
14 19d)(0tui IM wal 1250 7Q
15 DLct k)@4s Mv 4M 3505 61 W42% 330 308
TOM wn k*d 17M 2M17 61fLIJU-
Air reored (cfm) 1000 IODD 50n
Calculations ape=td blACCA to meet all requirements of Manual J 8th Ed
2013 -Sop -190913119ft4ht,$UtBVLkiiW$01201212,1,OBRSLX*05-7
Pwi
E'Ft"%"WM-uC4Modetl357toW4MDcWl357Tup Catc-MJ8 Houwfacm 6
Wrightsoft Righ"o sheet Job: LOC Modellllgl
Entire Ho!
uVsoer'
Date, SeOcMbw 19, 2013
DELAIR HTG, A/C & REFRIG. INC y® R14
531 CODWO WAY, SAW-ORD, FL 32771 Phmo; 4(Y7,,333-2s% Fmx 407-W3_M3 W8j>,WWW, DELAR,CoM
I Room ram
2 E 1
3
4
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2541 ft
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127.5
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heat/cool
129,5 ft
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mniber
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M128101289013025
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787 I212 1466 1384
b) RQffn veFtlWion 181 Si AM 139
13 Int 00CLAParts 230
0 0
armVother 0 0
SLt)tcw (w" 6 to 13) 0
Less extemim low
9w 1269 IG04 15M
Less tr 0 0RecWrWian0Ci
14 SA)tota 0
16 Drt Wads
26% 42%
968
256
1269 1904 1503
TOW mm load
W? 26% 42% 503 624
Alf MqAred (ctm) 1224J 1-1961 2407 2127
141 102
CalCUlations (RCCA to meet 9i uirernents of Manual J 8th Ed
5.31 cW=WAysAwzoRi).r-LvMi
1
2
3
4
5
wtightsoft Right -JO Worksheet
Entire House
DEL AIR HTG, AIC & REFRiG.
Phonw407-333-2W Fox 407, -G3 -3M
Exposed wal
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Job: Lot eWo"1357
Datw, 19, 201
By- RH
MM(er WM
10.0 ft
Ba ft tyw/cod
1,0 x 149.0 ft
149a fia
orAM
Mkmt ) (Loaudh)
Oro" WRs He* UWN QM NIMRS Heat
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7 25
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b) Room vertiNion 0 D
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E-FksV4SWMV,GV4Wde4l3574-064MO"1357.NP 08"" Fbvwf-- E,
wrightsoft Righ"O sheet
Entire Ho:
oer' Job: Lot"modeI1367
04te: Septernbw 19, 2013
DELAIR HTG, Nc & REFRIG. INC B Y: PJA
631 CODSOO WAY, SAWORR FL 32771 phme 407'333'2M Fw, 407,333,3853 V*kv WWWDELARCOM
I Room naTto
2 Exposo wpA
3 Room he#t 320 ft
4 Room ckm"km 8a0 ft
8.0 ft
241 ft
5 Rom area 12 0 x 20, 0 ft hwyocxA
240, 0 :
12.0
1,0 x 4245 ft
TY Qx%trwbon U-Y*je c HTM
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or Pern*te( Tt) (Btuh)
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DELAIR HTG, AIC & REFRIG. INC
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0.06 in H20Availablestaticpressure 0.06 in H2O
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Total affective length (TFL) 1000 cfm
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t 7. THE t?ESiC#4 OF THE SUPPORTING STRUCTURAL QUANITY, CATION, {, $ I' „. - ;ii " t I4 ` 'j
ELEMENTS SHALL THE RESPONSIBILITY OF THE AND T PE
PRMSSIAL Or RECORD FOR THE BUILDINGC OR
µ-` STPUCTU9E AND IN ACCORDANCE WTH CURRENT KEY LOCK OR SLIDE
LOCK. BUILDING CODES FOR TFJE LOADS LISTED ON THIS EACH END (SEE NOTE
4), DRA SLIDE LOCK SHOWN FOR
11 B, DOOR JAMIS TO BE MINIMUM 2K4
STRUCTURAL
CLARITY i GRADE LUMBER, REFER TO .GAMECONNECTIONSUPPLEIAENTFORATTACHMENTTO SUPPORTING I i=i s1W1STRUCTURE.
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it ON THIS DRAASNG' U-BAR ON TDP SECTIONSHALL ON DOORS WITH
OTHER i BE INSTALLED ON TOP OF LHR :TEP BRACKETS, SECTION QUANTITIES AND 1B` DOOR SN4iFAN. E
k . SEE N07ES T AND 2
THIS SHEET FOR GLAZING POST LOCATIONS ON OTHER SIZE
iI
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DOOR& SUPERIMPOSED DESIGN
PRESSURE LOADS ON SUPPORTING
STRUCTURE ; MAX MAX LlNt 'i M DINT Mom AT HEA ER AN NO, iACtCETS BRACKETS ASU FROM BOTTOM
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ABOVE. t
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9 FL If FL12045-112
TAppdccationype' Revision
Code Version 2010
Application Status Approved
Comments
Archived
Product Manufacturer Lott's Concrete Products
Address/Pbone/Einad P.O. Box 77125
Winter. Garden,.FL 34777
407) 65&2112
pr t9s .com
Authorized Signature lohnnie Lott
precast980aol.corn
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phope/Enufil
Category Structural Components
Subcategory Products Introduced as a Result of New Technology
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
11 Evaluation R - Hardcopy Received
Florida Engineer or Architect Mame who developed the Tfwy H. Huynh
Evaluation Report
Florida License . PE-60122
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration ®ate 11/01/2013
Validated By Andrew Loveristain.. P.E.
7 Validation C idist - Hardcapy Received
Certificate of Independence S k, > i4e:....-_.. t.`i 1 r+`a..,1..l,1Z 9,D &,L{,-t?v.?
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections frau the Code
1941.2
2107.:.
R402.2
R606
Product Approval Memod Method 2 Option a
Date Submitted 02/27/2012
ttn-// nr;rla `iildi fy-or /nr/nr ani 1. i)x?t) EqE iia H .,. 9/1912013
Lod's Concrete Products, Inc.
PRECAST AND PRESTRESSED LINTELS
r AND Ir %MDE)
In order for proper installation of precast lintels, DANSCO Engineering, LLC, has
prepared this installation instructions to be used in conjunction with quality control
methods of the contractor and good construction practices.
Preparation
1. All reinforcements shall be cleaned by removing mud, oil, orother materials that
will adversely affect or reduce bond at the time mortar or grout is placed.
Reinforcement with rust, mill scale, or a combination of both will be accepted as
being satisfactory without cleaning or brushing provided the dimensions and
weights, including heights of deformations, of a cleaned sample are not less than
required by the ASTM specification covering this reinforcement in this
Specification.
2. Prior to placing masonry, remove laitance, loose aggregate, and anything else
that would prevent mortar from bonding to the lintel.
3. Debris — Construct grout spaces free of mortar dropping, debris, loose
aggregates, and any material deleterious to masonry grout.
Lintel / masonry erection
1. Placing lintel — Length of bearing> of lintels, on their support shall be a minimum of
4 inches for filled lintels and 6 Y2 inches for unfilled lintels, in the idirection of span.
Provide a temporary support for lintels that are greater than 14' — 0"; the
temporary support shall not be removed until 2 days after the grout placement.
2. Placing mortar and units (for composite lintels only)
Bed and head joints — Unless otherwise required, construct 3/8 inches thick
bed and head joints. Construct joints that also conform to the following:
a) Unless otherwise required, tool joint with a round jointer when the mortar is
thumbprint hard.
b) Remove masonry protrusions extending 1/2 inches or more into cells or
cavities to be grouted.
Place hollow units so:
a) Face shells of bed joints are fully mortared -
b) Head joints are mortared, a minimum distance from each face equal to the
face shelf thickness of the unit.
p, 613. 64 5. 0 166 1 V 51 3.645, 69 8 1 www, da n scoe " g i n e e ri ng, P ann
c) Vertical cells to be grouted are aligned and unobstructed openings for
grout are provided in accordance with the Project Drawings.
Place clean units while the mortar is soft and plastic. Remove and relay in
fresh mortar any unit disturbed to the extend that initial bond is broken after
initial positioning.
Reinforcement installation
a) Support and fasten reinforcement together to prevent displacement beyond the
tolerances allowed by construction loads or by placement of grout or mortar.
b) Completely embed reinforcing bars in grout in accordance with AC1530-08 Article
3.5.
c) Maintain clear distance between reinforcing bars and any face of masonry unit or
formed surface, but not less than 1/4 inches for fine grout or Y2 inches for coarse
grout.
d) Splice only where indicated on the Project Drawings, unless otherwise
acceptable.
e) Unless accepted by the Architect/ Engineer, do not bend reinforcement after it is
embedded in grout or mortar.
f) Place joint reinforcement so that longitudinal wires are embedded in mortar with
a minimum cover of Y2 inches when not exposed to weather or earth and 518
inches when exposed to weather ore rt .
Grout placement
nN Din^inei rima — PIra nrnt it within IIA hmm fry m intinducinn water in the mixture
and prior to initial set.
b) Confinement — Confine grout tot areas indicated on the Project Drawings. Use
material to confine grout that permits bond between masonry units and mortar.
c) Grout our height — Do not exceed the maximum grout pour height given in the
C15 _p Table 7.
d) Grout lift height — Place grout in lifts not exceeding 5 feet.
e) Consolidation — Consolidate grout at the time of placement.
Consolidate grout pours 12 inches or less in height by mechanical vibration
or by puddling.
Consolidate pour's exceeding 12 inches in height by mechanical vibration
and reconsolidate by mechanical vibration after initial ater loss and
settlement has occurred.
Field quality control
a) Verify masonry unit strength, f m in accordance with the A01530-08 Article 1.6.
b) Sample and test grout as required by the C15 0-0 Articles 1.413 and 1.6.
p,813,645,0166 k V81 3,645.9698 1 www.danscoongineering.com
Cleaning
Clean exposed masonry surfaces of all stains, efflorescence, mortar or grout
droppings, and debris.
I-Imitabons, of use
a) Support on wood — Lintel shall not be support on wood girders or other form of
wood construction.
b) Construction loads — Do not apply construction loads that exceed the safe
superimposed load -carrying capacity of the masonry and temporary support, if
used.
c) Impact resistance — Lintels apply to the design or construction of masonry for
buildings, parts of buildings, or other structures, if the project is located in areas
where the ultimate in speed exceeds 160 mph, exposure B shall be filled solid
with grout.
1AProjectsEngineering and lnspections\320M\Lettefs\32004&W2_lnstaflat" on_tnstrucWns.doe
p,813,645,0166 I V81 3,645.9698 1 www.danscoengineering-com
httn-//floridahiiilding.org/nr/nr ann al l_a--,n ?n — X I /o ' F°r vT6raO / ,.. 9/19/2013
A
HERITAGE* 30
Dallas, TX * Tuscaloosa, AL - Phillipsburg, KS - Joplin, MO
THESE ARE T14E MANUFACTURER'APPLICATIONINSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED.
TAMKO BUILDINGN TS, INC.N IBILI LEAKS OR OTHER ROOFING DEFECTSTINS
FROM FAILURE T4 FOLLOW AC TIONS.
PRODUCTTHISISCOVEREDBYALIMITEDWARRANTY, THE TERMS OF WHICH ARE PRINTED ON THE
IN COLD WEATHER (BELOW 40-F), CARE MUST BE TAKEN TO AVOID DAMAGE TO THE EDGES AND CORNERS OF THE SHINGLES. ES.
I _ it is not necessary to remove the pliastic strip from the back of the :shit gl
L ROW SM arASTEMENS
These shingles are for application to roof decks capable of receiving Extreme wind velocities can carnage these;
and retaining fasteners, and to inclines of not fessman 2 in. perfoct, shingles after application when proper aling of the shingles
For roots having pitches 2 im per foot to lesathan 4 in. perfoot, refer does not . This can especially be a problem it the shingles
to'special instructions titted Low Slope Application. Shing!es must are applied in cooler months car in areas ars the mot that do not
be applied property, TAMKO assumes no responsibility for leaks or receive direct sunlight. 'These conditions may impede the sealing
defects resulting from improper application, or failure to property of the adhesive strips on the shingte& -The inability to seal down `
prepare the surface to be roofed over. may be compounded by prolonged cold weather conditions and/
N1 DE ; Roof deck must be smooth, or blowing dust. In these situations, hated sealing of the shingles is
dry and free from warped surfaces. 1t is recommended that metal recommended- To insure immediate sealing, apply 4 quarter -sized'
drip edges be installed at eaves and rakes.
dabs of TAM -PRO Premium S13S Adhesive or 7AMKQ Tam -Seal
Adhesive on the back of the shingle i in., (25mm) and 13 in. (334mm)
Ali plywood shall be exterior grade as defined by the in from each side and 1 in, (2 rn) up from the bottom of the
Engineered Wood Association. Plywoodd shall be a minimum of 3/8 shingle. Press shingle firmly into the adhesive, For maximum wind
in thickness and applied in accordance with the recommendations resistance along rakes, cement shingles to the underlayment and
of the Engineered Wood Association, each other in a 4 in, (1 02mm) width of TAM -PRO SBS Adhesive or
6hEATbjNQ_BQA8= Boards shall be well -seasoned tongue- TAMKO Tans -Seal Adhesive. Caution; Apply ONLY a thin uniform
arid -groove boards and not over 6 in. nominal width. Boards shag layer of adhesive less than 1 f5 in. ( m) thick. Excessive amounts
be a 1 in. nominal minimum thickness. Boards shall be properly can cause blistering of the shingles and may soften the asphalt in
spaced and nailed.
certain undarlayments resulting in the asphalt flowing, dripping and
staining. Shingles must also be fastened according to the fastening
2. VENTM6ATWX instructions dcribed ow_
Inadequate ventilation of attic spaces can cause accumulation Of Correct placement of the fasteners is critical to the performance
moisture in wing months and a build up of heat in the summer of the shingle. €f the fasteners, are not placed as shown in the
These conditions can lead to. diagram and described below, this will result in the termination of
T KO's liabilities under the limited warranty. TAMKO will not be
1, Vapor Condensationion r tie for damage to shingles caused by winds in excess of
2. Buckling of shingles due to deck movement. that applicable mph as stated in the limited warranty, See limited
warranty for details,
Rotting of wood members.
FASTEMIGf—ATTERM Fasteners must be placed 6-1/8 in. fnarra
4. Premature failure of roof. the bottom edge of the shingle, penetrating through the common
To insure adequatee is !lotions and circulation of lis, place louvers
bond, and located horizontally as follows:
ra€ sufficient size high in the gable ends or install continuous €# Starclard F (For use on decks with slopes 2 in,
ridge and soffit vents, FOIA minimum property standards require per foot to 21 ins, per €oat.) One fastener t In- back from each end
one square foot of net free -ventilation area to each 150 square feet and one 13-1/2 in. back €reran each and of the shingle for a tectal of 4
of space to be vented, or one square foot per 30square feet if a fasteners. (See standard fastening ern illustrated below).
vapor barrier is installed on the warm side of they ceiling or if at least
one halt of the ventilation is provided near thehdge 1f the ventilation FASTENING
openings are screened, the total area should be doubled NAr, ZONE
COMMON
BONO
sADEQUATEIMILATIM
tccsrataaactcfj
Central District 220 west 4th St., Jopfin, will 64801 80G.641-
4691Visit
v
Our Web Site at Northeast District 4500'Tcamko Car., Frederick, fail 21701 800-368-2055
Southeast District =0 35th St., Tuscaloosa, AL 35401 800-228-2656
tamko.com Southwest District 7910 S. Central Exp., Oalias, TX 75216 800-443-1334
Western District 5300 East 43rd Ave,, Denver,CO 80216 800-530-886
3a$,a,:
0 (CONTINUED from page 1)
HERITAGIr 30
MINATES ASPIUMT SMULKSSwullorsMODUCTS
Dallas, TX * Tuscaloosa, AL a Phillipsburg, KS - Joplin, MO
2) Mansard Fastening Pattern. (For use on decks with slopes he a minimum of 1-1/4 In- for new construction and 1-1/2 in, for
greater than 21 in. per foot,) One fastener I in, back from each end reroofing thus allowing a minimum deck penetration of 3/4 in, The
and one fastener B-1/2 in. back from each end and one fastener 16 crown of the staple must be parallel to the fength of the shingle.
in back from each end for a total of 6 fasteners per shingle. (See The stable crown should be driven flush with the shingle surface.
Mansard and High Wind Fastening Pattern illustrated beiow-) Staples that are crooked, underdriven or overdriven are considered
MA14SARD AND HIGH WIND FASTENING PATTERN improperly applied,
FASTENERS
NAS-ZOM
COMMONcmeked
Property onven wwop"ittDriven
BOND
r ---- I
3) High Wind Fastening Pattern- (For High Wind Application
CAUTI10h ALL FASTENERS MU&F BE DRIVEN IN-ro FHE NAIL
ZONE/COMMON BOND AS SHOWN IN T HE DIAGRAM ABOVE,
requirements) One fastener'l in, back from each end. One fastener
6-1/2 in. back from each end and one fastener 16 in, back from each 4. UNDMUMNOM
end for atotal of sox (6) fasteners per shingle. In addiffirinto this shingle
fastening pattern requirement for High Vilind Application, TAMKO MOERLAY An undedayment consisting of asphatt saturated
also requires the use of the following TAMKO prcducts: TAMKO felt must be applied over the entire deck before the installation of
felts or underlayments; TAMKO Moisture G'uard Plus underlayment TAMKO shingles. Failure to add underly east can cause premature
at all eaves, rakes, and valleys; TAMKO or TAM-PRO cements and failure of theshingles which is not covered by TAMKO's iirrifted
coatings products where required; TAMKO ventilation where required, warranty, Apply the felt when the deck is dry On root decks 4 in,
TAMKO starter shingles if available in area, and TAMKO Hip and Ridge per foot and greater apply the felt parallel to the eaves lapping each
shingles installed on all hips and ridges. Along rakes, cement shingles course of the felt over the lower course at least 2 im Where ends
to the undedayment and each other in a 4 in, (102 mm) width of TAM- join, lap the felt 4 im If left exposed, the undeflayment felt may
PRO SSS Adhesive or TAMKO Tarn-Seal Adhesive, Also, see local be adversely affected by moisture and weathering_ Laying of the
building codes for proper nailing application. High Wind Application undedayment and the shingle application must be done together,
is offered on new construction or complete tear-off applications only. Products which are acceptable for use as undertayment are-
it is not offered for recover applications. if High Wind Application
requirements are not followed, the High Wind Application Warranty TAMKO No. 15 Asphalt Saturated Organic Felt
to as stated on Table I in the Limited Warranty, reverts to the A asphalt saturated organic felt which meets
Standard Application Wind Warranty MPH Rnit (See Mansard and ASTM- D226, Type I or ASTM (34869, Type I
High Wind Fastening Pattern illustrated above.) Any TAMKO asphalt saturated orgamc felt
TAMKO 7W Metal and Tile Lind erlayment, TW Underfayment
NAL%- TAMKO recommends the use of nails as the preferred method and Moisture Guard PlusP (additional ventilation may be
of application. Standard type soling nails should be used. Nail required- Contact TAMKO's Technical Services Department
shanks should be made of minimum 12 gaugeisire, and a minimum for more information.)
head diameter of 3/8 in, Nails should be long enough to penetrate
3/4 in, into the roof deck. Where the deck is less than 3/4 in. thick, In areas where ice builds up along the eaves or a back-up of water
the nails should be long enough to penetrate completely through frorn frozen or clogged gutters is a potential problem, TAMKO's
plywood docking and extend at least 1/8 in. through the roof deck. Moisture Guard Plue waterproofing underiayment (or any specialty
Drive nail head flush witb the shingle surface, eaves flashing Product) may be applied to eaves, rakes, ridges,
valleys, around chimneys, skylights or dormers to help prevent
water damage. Contact TAMKO's Technical Services Department
form information.
7-
shb4ft
U-
TAMKO does not recommend the use of any substitute products
as shingle underlayment.
vr
APPUCATION UNISTROCTMUS
U-AJ"W_C&&ME;, A starter course may consist of TAMKO Shingle
Starter, self-sealing 3-tab shngies or a 9 inch vAde stop of mi al
STAPLES: If staples are used in the attaching process, follow the surface roll roofing. If self-sealing 3-tab shingles are used, remove
above instructions for placement. All staples must be driven with the exposed tab portion and install with the factory applied adhesive
prievrnatic staplers, The staple arust meet the following minimum adjacent to the eaves, Attach the starter course with approved
dimensional requirements. Staples must be made from a minimum fasteners along a line parallel to and 3 in. to 4 in. above the eaves
16 gauge galvanized vAre. Crown width must be at least 15116 in. edge. Thestarter mirse should overhang both the eaves and rake
staple crown width is measured outside tile legal. Leg length should edges 114 in, toW in.
Central District 220 West 41h St., Joplin, MO 64801 800-641-4691 xSlYrs
Visit Our Web Site at
Northeast District 4500 Tainko Dr,, Frederick, MD 21701 800-368-2055
Southeast District 2300 351h St,, Tuscaloosa, AL 36401 800-228-2656
tamkoxom Southwest Distriat 7910 S. Ctntral Exp., Dallas, TX 75216 800-443-1834
Western District 6300 East 43rd Ave,, Deriver, CO 80216 800-530-8868
121'
MMMMMWMWM (CONTINUED from page 2)
MA
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TT
CONTINUED tmna page 3)
HERITAGIr 30
BUILDING PRODUCTS
LMNATED ASPHUT SHINGLES
Dallas, TX e Tuscaloosa, AL 9 Phillipsburg, KS e Joplin, MO
Remove 10-3/8 in, from the FOR ALTERNATE VALLEY APPLICATION METHODS, PLEASE
rake end of the first -shingle in the second course, and continue CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT.
with full width shingles for the remainder of the course, placing
the top edge of each rew shingle against the butt edge of the old
W—ftshingleinthecourseabove. This method should create an exposure W Fvv, Mfto.
sLtR—Wft
of 5-5/8 in. after the first course. When beginning the succeeding
courses continue to follow the Herital application instructions.
Sep section 5).
Exiuing shingies,,-
13
4
3
WP edge
06P edge
Ire, hmo
Neew shim
5 exposwe 19. RIP AM EM IMASTEMS DCrAE6
ex
Apply the shingles with a 5 in, exposure beginning at the bottom
of the hip or train the end of the ridge opposite the direction of the
prevailing winds. Secure each shingle with one fastener an each side,
9. VALLLT APPLIMMIN 5-1/2 in. back from the exposed end and I in. up from the edge.
Over the shingle underlay t, center a minimum 36 in, wide sheet TAMKO recommends the use of TAMKO Hip & Ridge shingle
of TAMKO Nail-Fast , Moisture Guard Pius* or a minimum 50 Ib, roil products. Where matching colors are available, it is acceptable to
roofing in the valley. Nail the felt only where necessary to hold it in use TAMKO's Bite Glass-Seal shingles cut down to 12 in. pieces.
place and then only nail the outside edges.
Fasteners should be 114 in. longer than the one used for shingies
WQflJANT. PRIOR TO INSTALLATION WARM SHINGLES TO
PREVENT DAMAGE WHICH CAN OCCUR WHILE SENDING IMPORTANT-. PRIOR TO INSTALLATION, CARE NEEDS TO BE
SHINGLES TO FORM VALLE'4 TAKEN TO PREVENT DAMAGE WHiCH CAN OCCUR WHILE
After valley flashing is in place,
BENDING SHINGLE IN COLD WEATHER,
Apply the first course of shingles along the eaves of one of the
Direeian of prevauhv wind
intersecting roof planes and across the valley. M 5"
Noft For properflow of waterover thetrimmedshtrige, always
start applying the shingles on the roof plane that has the lower
slope or less height.
Extend the end shingle at least 12 in, onto the adloining roof, 7 X
Apply succeeding courses in the same manner extending them s" ear luxe
across the valley and onto the adjoining roof.
THESE ARE THE MANUFACTURER'S APPLICATIONPresstheshinglestightlyintothevalley. INSTRUCTIONS FOR THE ROOFING CONDITIONS
Use normal shingle fasteriing method& DESCRIBED. TAMKO BUILDING PRODUCTS, INC. ASSUMES
Note. No fastener should be within 6 in, of the valley centeriine, NO RESPONSI131LITY FOR LEAKS OR OTHER ROOFING
and two fasteners should be placed at the end of each shingle DEFECTS RESULTING FROM FAILURE TO FOLLOW THE
crossing the valley. UFA $S INSTRUCTIONS.
To the adjoining roof plarre, apply one row of shingles vertically
facing the valley and 2 in, back from the valley centerfine, TMAKON, Moisture Guard Plusd% Nad Fa,.A, TAM-PROO and HervageV, me m4owed
Note* For a neater installation, snap a chalkline over the tradwirvia of MMKO Wkiing Pmducts, Im
shingles for guidance. 1fdonnatim xrrk&A m them appicAm imstnacbcns was morart at W" of pinbng, To
To complete the valley, apply shingles on the adjoining roof abum a =W of ft most asme VMM Of these vo=hw mingum, wet us OrOne
plane by positioning the tip of the first shingle of each row at # ',
Anftor call us at 800-641 -4691,
the 2 in. point from the crfine where the edge of the vettical
shingle has been applied, covering the vertical shingle.
Cer*al District 220 West 4th St., Joplin, MO 64801 800-641-4691
Visit Dix Web Site at
Northeast District 4500 Tzunka Dr, Frederick, MD 21701 800-368-2055
Southeast District 2300 35th St,, Tuscaloosa, AL 35401 800-228-2666
tamko.com Southwest District 7910 S- Central Exp,, Dallas, TX 752,16 800-443-1834
Western District 6300 East 43rd Ave., Denver, CO 80216 800-530-8868
ON, V"
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AplikaVon Tye Revision
Code Version 2010
Appiication Status Appmed
Comments
Archived
Product Manufacturer Therma-Tru Corporation
AddrO3v/Phone4Frrxfil 118 industrial [hive
Edgerton, :OH 43517:.:
419) -1740
rickwOrwIsidgiconsuttants,com
Authorized Signatrafe Rick Wright
rickw rwbidgconsuitants,com :.
Technical Repnesentative
Address/Phone/Email
Quality -Assurance: Representative
Add cess/Pho rie/E ma ii
Category Extenor Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida: Registered Architect or a Licensed Florida
Professional Engineer
Evaluation R - Hardcopy Received
Florida Engineer or Architect Name who developed the Lyndon Schmidt, P E.
Evaluation Report
Fiaride License PE -43409
Quality Assurance Entity National Ac recrtation and Managernent Institute
Quality Assurance Contract Expiration Date 12j3112015
VaPdated By Ryan 7, King, RE,
laudation Checklist - Hardcopy Received
Certificate of independence
Referenced Standard and Year (of Standard) Year
SSTD 12 1999
TA -5 202 1994
Equwalerice of Product Standards
Certified By
Sections from theCode
Product Approval Method Method 1 Option D
3
iif
Gate 5ubrri tied 0610912012
A
Date VOdatifd 06/2112612
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BUILDER SERIES 4780 PH:-484-6348 FX, W-484-6683
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SLIDING GLASS DOOR (2 -PANEL)
II TALLA? CeN,l NOTES!
2. TWO () INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR EPAL h OT S. w ,
LOCATION SHOWN -0 'n 104
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
2, THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA
PRODUCT ebBUILDINGCODE, EXCLUDINGI4ifF# ,
fu Z
MINIMUM NUMBER OF ANCHORS TO RE USED FORt
T INSTALLATION. n
AAMAINWWDA 10145, . 97
3. INSTALL WDIVIDUA IN T "TI CHO S WITHINA tyj -C
TOLERANCE OF 3/2 INCH OF THE DEPICTED LOCATION IN THE 2. ADEQUACY OF THE EXISTING STRUCTURAL vy
ANCHOR LAYOUTS DETAIL (I.E., WITHOUT CONSIDERATION OF CONCRETE/IVIASONRY, 2X AND STEEL STUD FRAMING ASA co Z LU fl -
TOLERANCES). TOLERANCESARStt7iiTCti tdtAir FROM E MAINWiN FORCE RESISTING SYSTEM CAPABLE OF
INSTALLATION ANCHOR TO THE NEXT WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE
4, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD ENGINEER DR ARCHITECT OF RECORD FOR THE PROJECT OF Ic
BEARINGG SHIM((), MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INSTALLATION,
INCH. SHIM WHERE SPACE OF 1%16 INCH OR GREATER OCCURS,
SHIM(S) SHALT. RE CONSTRUCTED F HIGH DENSITY PLASTIC OR 2X AHO (WHEN USED) SHALL BE DESIGNED AND
BETTER,
ANCHORED T{7 PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATIONS IS THE
S, FOR INSTALLATION INTO WOOD FRAMING, USE #12 WOOD SCREWS RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD
OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM
FOR THE PROJECT OF INSTALLATION, TABLE OF CONTENTST
ENABEDIVIENT.4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC SHEET R SICK SHEET CeE PTi iV
AND MAY NOT REFLECTACTUAL CONDITIONS FOR A SPECIFIC 0
FOR IN ALLATIC)NI THROUGH 1X BUCICT CONCRETE/MASONRY, SITEa IFSCODITIONS 'SE INSTALLATION TO DEVIATE
OR DIRECTLY INTO CONCRETE/MASONRY, Y, USE 1/4 INCH ELCO FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
INSTALLATION d, GENERAL NOTES
TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 21/2 INCH MINIMUM ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC 2 ELEVATION & ANCHOR LAYOUT
EMBEDMENT. DOCUMENTS FOR USE WITH THIS OOCUNAENT, VERTICAL SECTIONS Uj V5
7, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL . APPROVED IMPACT PROTECTIVE SYSTEM 15 RE UIRED TO
FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO; FOAM BRICK PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT _
HORIZONTAL SECTIONS GLAZING DETAIL
VENEER, AND SIDING, RESISTANCE, E` Cs PONENTS & BLL OF MATERIALS
3, INSTALLATION ANCHORS AND ASSOCIATED HARDWARE BUST BE 6, DOOR FRAME MATERIAL: ALUMINUM 6063-T6
ADE OF CORROSION RESISTANT MATERIAL DR HAVE A CORROSION
RESISTANT COATING, 7, GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASSDigitally signed by Alex Spyrou z
CHARTS, SEE SHEET 4 FOR GLAZING DETAILS,
9, FOR GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ' R
ANCHORS INTO MORTAR JOINTS, EDGE DISTANCE IS MEASURED . DESIGNATIONS "X AND "0" STAND FOR THE FOLLOLVIN6: Reason. I am approving this F
FROM FREE EDGE OF BLOCX OR EDGE OF MORTAR JOINT INTO FACE X. OPERABLE PANEL
ESHELLOFBLOCK. Dw FIXED PANEL document_ {
10. INSTALLATION ANCHORS SHALL BE INSTALLED IN 4 -04'00'
ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE
USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE
MINIMUM STRENGTH SPECIFIED BYTHE ANCHOR DESIGN PRESSURE RATING
MANUFACTURER,
SIZE SILL OPTION DESIGN PRESSURE MISSILE IMPACT R:"ATE
11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE ^
FOLLOWING PROPERTIES: da
A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0T 55. 9 # 9 $' 1 SILL +25/-50 PSF NOT RATED z
z
B. CONCRETE —MINIMUMUM CO PRESSIVE STRENGTH OF 2700 PSI, RISER
C. MASONRY -'STRENGTH§ CONFORMANCE TO AST C490.
MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI. I
X 96" / SILL +
50/-50 p5F NOT RATEDPC7W063
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PLY GEM
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IX WOOD BUCK BY OTHERS
114" MAX.
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r
2 I/2" IN, ED&E
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EMBEDMENTROCKY ,' 1/2" MIN,
EDGE DISTANCE 6346: 484-&
691 314" MIN. ED&
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l DOOR O.
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TYPE ' i GLAZING DETAIL 1 MAY VARY PER AST' E 1300 c
a REQUIREMENT CLASS t>
wG; CHARTS, P&
W063 SHE T: 4 OF
LL OF MATERIALS-
IESCRIPTION MATERIAL MANUFACTURER PLY GEM
1 A HEAALU. PLY
ESLL
AL , ALUM.
TRACK IALS PLS 433 N '", F0 55 9,
MCKYT, VZ4
3 FRAME ALUM, RLQGEM
iEAS STILE ALUM. PLS GEM 5b995.59
W-04-6348 M, W-484-6683
4 TRACK FRAME HEAD ALUM, PLY GEM
1;136 4463MI4FRAMELPLY
10
EACKAPLS o'
TNTERLOCK ALUM. PLS GEM
9 TOP RAIL ALU* PLY GE' "
10 BOTTOM ALUM, PLY EM
11 SILL RI$ER (OPTIONAL) ALUM, PLY GEM Lu
2 JAMS WEATHERSTRIP3 TRACK FRAME JAMS TOP RAIL BOTTOM RAIL uj
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13 RAIL WEATHERSTRIP AFA ALS Ll Ligly
14 OOTTOM RAIL WEATHERSTRIPULTRAFAO
1 TN KWEATHERSTRIP AFA
x,936
16 5 PAS
x';999
0,999
17 HEAD PAD
18 GLASS E)
19 REPS' AIR SPACER GED
1761
20 DESSICATED MATRIX H.B. FULLER
21 i0 SEALANTLAC" H. . FULLER
5. 99
22 #8 X V PPH FRAME ASSWLY SCREWS MERCHANTS
2 1t4"m20 X 3/4" P O RAIL SOREMERCHANTS
24 8 V PPH TO RAIL SCREWS
2 11/2" PH KEEPER SOREMERCHANTS
26 10-32 X 7/8" € FLM LOCK SCREWS MERCHANT UJ
27 # 8 X 1" PPHTKW FIXED eR C E'T° SCREWS MERCHANTS ci
2 E PULL (WHITE) DOORSDECO
29 EXTERIOR PULL (BLACK) DOORS DECD
30 INTERIOR PULL (WHITE) DOOR5 DECD SILL RISER (OPTIONAL)
31 i INTERIORR ULL (BLACK) DOORS DECO ALU
32 BOLT DEQ
E35rKEEPERRS ' E L 0,47
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ALU , DECD
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Application Type Affirmation
Code Version '.. 20410
Application Status Approved
Comments
Archived
product Manufacturer Ply Gem W#xkms
Add€ matt 433 N. :Main SL
VA 24151
SQ) 484-6463
Authortaed Signature! Travis r
Technical Representative
Address/Phorw4lEmail
entativeQualityAssuranceRepresentative
Address/PhonofEmatt
Category Win..
Subcategory Single Hung .
Compliance Method Certification Mark ;or Luing ;
Certification Agency National tion & Managernent Institute,
Validated By National Accreditation & Management institute, ;
Referenced Standard and Year (of Standard) StRadard
101/LS.2;/A440 2005.. .
Equivalence of Product Standards
Certified By
I that them are no cfta.nges in:the new Florida Building Code which oftect
my '. uct(s) and my p-Juct(s) are m nipliance with the new Floridan Building
Code.
Documentatran from approved Evaluation or Validation Entity
Yes NO IVA
S
Prod,Act Approval Method Method 'F C iphon.. A
Gate Submitted G3/ "2G22.
Crate Validated. 03/05/2012
Date Pending.FBC Approval
Cate Approves 03f09t2012
h:/='floridda urldrrt 4 I r/ r arae d rix: —w'GEVXOvt ueuf , V .,_ 91119/2013
PLy GEM
PLY GEM WINDOWS 433 1q, MAIN ST.. PO BOX 559;
INSTALLATION NOTES:
RoCky MOUNT, VA 24151
1, ONffl) INSTALLATION ANCHOR IS REQUIREDAT EACH ANCHOR d3 FX 540-484-6683
LOCATION SHOWN, UNLESS OTHERIAISE STATED. I
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED I5 THE SINGLE HUNG PRIME WINDOWMINIMUMNUMBEROFANCHORSTOBEUSEDFORPRODUCT
INSTALLATION.
3. INSTALL i fV'9DUAL# aT`ALtATMAIANC`HO S WITHIN A p s
TOLERANCE OF±112 INCH OF T IE DEPICTED LOC4TIONIN THE
RATIO fiANCHORLAYOUTOTIL (14, WfTHOUTCONSi
LU
ENT CU ULATFROONETOLERANCES), TOLECE
INSTALLATIONAN HORTO THENEXyLU 2
4., FOR INSTALLATION THROUGH 7X BUCIL USE # WOOD SCtcWS OF
SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUMIMU
iERAL CITES
m
EMBEDMENT INTO WOOD SUBSTRATE, GE
FOR INSTALLATION THROUGH 2X BUCK USE 5d RwFtw NAIL OF: 1. THE PRODUCT SHOWN HEREIN IS DES GNEO AND
SUFFICIENT LENGTHTO ACHIEVE 2 INCH MINIMUM EMBEDMENT MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA
INTO WOODSUBSTRATE RECOMMENDED NAIL. MEAD DIAMETER BUILDING CODE, EXCLUDING H H7, F
TO BE At LEAST 0375", AAMAIWOMAICSA 101111 5,21A440-05
93
S. FOR INSTALLATION THROUGH STEEL STUD USE #8 TEKSCRrW OF 2. ADEQUACY OF THE EXISTING STRUCTURAL
SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM CONCRETE/MASONRY, 2X AND STEEL STUD FRAMING AS A
ENGAGEMENT 13EYOND STEEL FRAME SUBSTRATE, MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WIT14STANDING AND TRANSFERRING APPLIED PRODUCT
7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE
FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF TABLE OF CONTENTS
VENEER, AND SIDING. INSTALLATION.
SHEET R YTS EOhT bESCRNSHEETiPT$CI1-48, INSTALLATION ANCHORS AND ASSOCIATED HARDWARE FAUST BE 3. 2X BUCKS ( HEN USED) SMALL BE DESIGNED AND
MADE OE CORROSION RESISTANT MATERIAL OR HAVE A ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE INSTALLATION 6 GENERALNOTES
CORROSION RESISTANT COATING, STRUCTURE, BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 2 ELEVATION, ANCHOR LAYOUT A PRESSURE CHARTS
FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT RECORD FOR THE PROTECT (OF INSTALLATION. 3 VERTICAL CTIOi IS
INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS
EDGE OR HEREIN
Uj
EDGE DISTANCE IS MEASURED FROM FREE OF BLOCK 4. THE INSTALLATION DETAILt DESCRIBED ARE 4 HORIZONTAL ONS A GLAZIN& DETAIL
EDGE OF MORTAR JOINT INTO FACE SMELL OF BI.''CK. GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION COMPONENTS BILL OF PRATE LS
11T.INSTALLATION ANCHORS SHALL BE INSTALLED IN TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
ACCORDANCE WITH ANCHOR MANUFACTURER'S A LICENSED ENGINEER OR ARCHITECT SMALL PREPARE SITE
INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE
USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE
SPECIFIC DOCUMENTS FOR USE WITH THISDOCUMENT,
Digitally signedr
MINIMUM STRENGTH SPECIFIED BY THE ANCHOR S. APPROVED IMPACT PRO"T"ECTIVE SYSTEM IS RECIUIRED TO
thisIMANUFACTURER. PROTECT THIS PRODUCT IN AREAS RECIUIRING IMPACT Reason, am approving
11.INSTALLATION ANCHOR CAPACITIES FOR PRODUM
RESISTANCE,
document
m
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
PROPERTIES:
R, WINDOW FRAME MATERIAL. ALUMINUM 6063-7 11 S ,
FOLLOWING A gi
A. WOOD -MIN I MUSPECIFIC GRAVITY OF 0.55, 7, GLASS MEETS THE REQUI€ Z ENT OF ASTM E1300 G 0400 I.
B. STEEL - MINIMUM YIELD STRENGTH OF 33 KKSI.MINIMUM WALL CHARTS, SEE SHEET 4 FOR GLAVINIG DETAILS.
THICKNESS OF 33 AILS (20 GA.)
AND "O,dDESIGNATIONS STAND FOR THE
FOLLOWING: I E I Nk PRESSURE RA ,
X, OPERABLEPANEL
O, FIXED PANEL GLAZE TYPE STZE OESIGN PREssURE MISStLE IWACT"TING
It 11 35/-47 P5F NON-IMPACT53
em
V9
AN
PGW068
SHEETOW&
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433 N, MAIN ST, P ,
koW MOUNT, VA 2415:
a` 34--6 : : 4-0683
UNIT MAX.cy
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i
53.00"
MAX.
VIP j
1. . e `
ca 3a ox- r
5130"
Lu
2.OW MAX. FROM 12.00" MAX. a '! ,
3 CORNERS ac
MAX. P r, '400 F INSTALLATION >_
HEIGHTANCHOk
33.1.25"
LIT ,
MAX.
HEIGHT
ate'
72.00"
SASH
1-4
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3.
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3 3
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52.25"
ANCHORLAYOUT
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P&W068
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SHEET.
6
3 THREADS OF MTN.
20 MIN. EMBEDMENT STEELS ENGAGEMENTE1 T ON METAL
2X WOOt> FPAM5 ERSSTRUCTURE5INNILPLYGEM,
SY ESS I1STALqTI AHO SHEATHING K SCREW
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2PC
411CAULKEEENT
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PERIMETER PERIMETER 1141d A m
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as
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HEIST 14 DETAILI HEIGvHT 14 bETAILI
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ENGAGEMENT OND INSTALLATION
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WOOD BUCK E S
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SILL - 2X WOOD BUCK SILL - STEtt STUD
FIN INSTALLATION FI INSTALLAT'ION PGW068
SHEET,
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Ei3iDISTANCE
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MAX, 1/411 MAX, X,.
43a N,
SPACE
AIN .,PO WX 559,
e. 'ySPACE
ROCKY MOUNT, VA 24151
sTgEL STUb BY OTHERS
2X WOOD FRAME BY OTHERS
8 TEK SCREW
PK 540-484 Fk -484-6683
INTERIOR INTERIORIN6TALLATIIO t ANCHOR
5d ROOFING NAIL SEE GLAZING
INSTALLATION ANCHOR DETAIL i 2
19 18 toms t-
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EXTERIOR FINISH 3 16 14 15 1 ' 19 EXTERIOR ENYf-t
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LAZING
PERI E ULK
SEE
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EXTERIOR PERIMETER CAULK
Y OTHERS BY OTHERS
A, OaA,
WINDOWWINDOW
WIDTHWIDTH
A E51 O N HORIZONTAL SECTION
1F 1 - STEEL STT
Ft t Si Tt fit t ST 1 t
Lu Lu
5/8" O.A. INSULATED GLASS'
1/" LE -AIR d
1/8" ANNEALED
19
EXTERIOR 10 INTERIOR
13 11 'e
ASS
SITE
DOW 1199 SILICONE
GLAZING DETAIL 1
P&W068
SHEE "
It
10
ILL OF MATERIALS
FRAME HEAD FRAME SILL FRAME JAMB r Ly k' r-1vi
ALUM,
ul ALUM. . ALS .
433 Ni MAIN 5r„ FO ROX 559;
RMY MOUNT, VA 24151
2. 2.17
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1351 1.44J 1:75
7 1.596
0.735 0.755 0,46
SCREEN FRAME SCREEN RETAINER TILT LATCHU4U6
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0.75 0,717
2,65 a;
0.312 0.333 0, b
IP&W068
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0.312 0.333 0, b
IP&W068
4
Florida uildi Code Online
x
Page 1 of
AR
OS:"Orot Log In Lhar R .: Hot Topics SUNVA sur '%am F_.__ ftlb FRCStaf 005' Unks #t
Business./ V
Product vo
FL FL1+47^RS
MApplication Ty
Code Version 2010
Application Status Approved
comments
Archived
Product Manufacturer Pty Gem Windows
Add marl 433 N, Main St.
PtQUM VA 24151 , R
484-6463
ds Y' w.
Authorized Signature Travis Arthur
tarthurOptygerrivonclows,com
Technrcal Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Fixed
Compliance Method Certification Mark or Listing
Certification Agency t4ational Accreditation $ Management Institute,
Validated By. National Accreditaborl & ManagementInstitute,.
Referenced Standard and Year (sof Standard) mandard YAK
AA O G :..: 101/1,S.2/A440 2005
Equivalence of Product Standards
certified By
o I affirm [fret them are no changes in the new Flonda Building Code which affect
my prod s) and myproduct(s) are in compliance e+rith the new Fkxida Building
Code,
Documentation from approveci Evaluation or Validation Eatity
Yes No : €r%fA
Product Approval Method Method 1 Option
Date Submitted 03/06/2012 .
Date uafidated 03/0612012
Date. Pending. FBG. Approval
Date Approved 0310912012
htt :/iilori -its ildi _o/nr/nr ann tl..-,nx - (iEVX 1wtDoueufs G ... 9/19/201
1
5
PLy GEM
a PLY GEM WINDOWS 433+3 Np{ MAIN ST, PC WX 559,
POKY MOUNT, VA 24151
BUILDER SERIES 705FL ALUMINUM FIXED PH-, 540-484-6346 FXc 6693
INST' TT NOTES:
PRIME WINDOW
to
I. ONE 0) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR
LOCATION SHOWN, UNLESS OTHERWISE STATED.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE
LU
MINIMUM NU "R OF ANCHORS TO BE USED FOR PRODUCT U3
iINSTALLATION.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS )THIN A
LU
00,
TOLERANCE OF ±112 INCH OF THE DEPICTED LOCATION IN THE
ANCHOR LAYOUT DETAIL t.E WITHOUT CONSIDERATION OF
TOLERANCES), TOLERANCES ARE NOT CUMULATIVE FROM ONE
INSTALLATION ANCHOR TO 7HE NO
I-
4, FOR INSTALLATION THROUGH 2X BUCK USE #10 WOOD SCREW OF
SUFFICIENT LENGTH TO ACHIEVE 3 112 INCH MINIMUM
EMBEDMENT INTO WOOD SUBSTRATE, GENERAL DOTES=
FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY, 1.- THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
OR DIRECTLY INTO CONCRETE/MASONRY, USE .3116I CH ELCO TO COMPLY WITH THE 2007 FLORIDA BUILDING CODE, EXCLUDING
ULTRACON OF SUFFICIENT LENGTH TO ACHIEVE 1 114 INCH
MINIMUM EMBEDMENT.
HVHZ.
AAMAIWDMAICSA 101AS-21A440-05
7. FOR INSTALLATION THROUGH STEEL STUD USE #10 SELF TAPPING 2, ADEQUACY OF THE EXISTING STRUCTURALCONCRETE/MASONRY,
SCREW OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM 2X AND STEEL STUD FRAMING AS A MAIN WIND FORCE RESISTING TABLE OF CONTENTS
ENGAGEMENT THROUGH STEEL, FRAME SUBSTRATE. SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED
PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF SKEET REVISION SHEET DESCRIPTION
S. MINIMUM EK48EDMENT AND EDGE DISTANCE EXCLUDE WALL THE ENGINEER OR ARCHITECT OF RECORD FORTHE PROJECT OF
INSTALLATION. FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK 1 INSTALLATION & GENERAL TES
VENEER, AND SIDING,
3, 2X BUCK (WHETS USED) SHALL BE DESIGNED ANC3 ANCHORED TO 2 n ELEVATION & ANCHOR LAYOUT
9. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MOST BE PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE, RUCK
VAR CAL SELUMADEOFCORROSIONRESISTANTMATERIALORHAVEADESIGNANDINSTALLATIONISTHERESPONSIBILITYOFTHE
CORROSION RESISTANT COATING. ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 4 HORIZONTAL SECTIONS & a-AZIN6 D TATE
INSTALLATION,
10. FOR FOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT 5 q BILL OF MATERIALS & COMPONENTS
INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. 4, THE INSTALLATION DETAILS OESCRIaED HEREIN ARE GENERIC AND
EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF
EDGE OR MORTAR JOINT INTO FACE SHELL OF BLOCk SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE
REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR
1IANSTALLATION ANCHORS SHALL BE INSTALLED 'IN ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE
ACCORDANCE WITH ANCHOR MANUFACTURERS WITH THIS DOCUMIENT.
INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE
USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE 5, APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT
PRODUCTIN AREAS REQUIRING RESISTANCE,
SIG1 7 PRESSURE
MINIMUMSTRENGTH SPECIFIED BY THE ANCHOR THIS IMPACT E h
MANUFACTURER.
5. WINDOW FRAME MATERIAL: ALUMINUM 6C63-T5GLACE
PE SIZE REST PRESSURE MISSILE IMPACT RATING R,
12. INSTALLATION ANCHOR CAPACITIES 1`0a PRODUCTS
HEREIN ARE BASED ONSUBSTRATE MATERIALS WITH THE
FOLLOWING PROPERTIES:
7LASSMEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS,
SEE SHED` 4 FOR G ING DETAILS. II " 40/-50
A. WOOD - MINIMUM SPECIFIC GRAVITY OF 03S.
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2700 PSI. 8, DESIGNATIONS 'X" '00 STAND FOR THE FOLLOWING:
C. MASONRY m STRENGTH CONFORMANCE TO ASTM c-go. X; OPE ABLE PANEL
D, -STEEL- MINIMUM YIELD STRENGTH OF 33 SSL MINK UM WALL MP FIXED PANEL
THICKNESS OF 33 MILS (20 GA.)
Digitally signed by AlC Spyrou
Reason: I am approving this
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SHE
CITY OF SANFORD BUILDING SERVICES
Residential Re -Roof
Hurricane Mitigation Inspection Affidavit
15 _ tt , t x hereby acknowledge that I personally inspected
R o=depecknailing ndlorSecondary water barrier work
at t have determined that the work
J-ob Site drs
was done according to the Hurricane Mitigation Retrofit Manual. (based can 553. ,S.)
I certify that my statements herein are true and accurate to the best of my belief and that I fully
understand that making any false statements in writing i the intent to misleadlie servant in the
performance of his or her official shall constitute a misdemeanor oftthe second degree ursuant t
Sect* 7..
Sig acre
oContractorPL
die
A 14uV.m' a
Printed Name of Contractor ` License
License Type: General Building Residential . Roofing € antra for
or any individual certified in accordance with l+ S. 468 to make such an inspection.
STATE OF FLORIDA COUNTY OF
S orn tofora it azt s seri a fore G this day o 20 by
o i erset a nom a or has Produced (type of
i ei do a anti catioxr
S
iguature of otary r lac , AE,E: it
St e Flop
Print/Type/Stamp Name
of Notary Public
3
OV 112013 CITY
BUILDING
PERMIT APPLICATION'
Application leo: oc e to Consr ctio Value:
Job A rens: '.
p
Y
HistoricDistrict: Yes No
Parcel Zoning- oning:
escDescriptionition of Work: O W (-W j fLER -T— 490
Plan eview Contact Person:
one: 32i Fax: E-mail:`
Property rt r Information
Name one:
Street: Resident of property?
City, State Zip:
Contractor Information
Name Phone:371 g6lqq
Street: t Fax:
City, State Zip: r& State License No.: 1
Arch i c ineer Information
Name: ' one:
Street; ax:
City, St, Zip: E-mail:
Bonding o a y: Mortgage Lender:
Address: Address:
PERMIT INFORMATION
Building Permit 11
Squire Footage: V,/ Construction Type: No. of Stories:
No. of Dwelling tinits: Flood Zone:
Electrical Plumbing
New Service — No. of AMPS: 60 New Construction - No. of Fixtures:
Mechanical[] (Duct layout required for new systems) Fire Sprinkler/Alarm 11 No. of heads:
I
ior to the issuance of a permit
nstruction in this jurisdiction.
air conditioners, etc.
OWNER'S AFFIDAVIT: I certify that all oft e foregoing information is accurate and that all or 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: TICE
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
Eien 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 OwuerJAgent Date Signature of Contra tolAgerft Date
cA kv I/A, & —
Print Owner/Agent's Name Print Contractor/Agent's Na
Signature _ofmo—tary--StatffoF1,ForFd Date Signature of Notary -State WTI c, O'T a to
A oo 20 1
0
A lz
o.
q
tfJ
Z
0"
Owner/Agent is Personally Known to Me or Contractor/Agent is V=s n to Me or
Produced ID Type of ID Produced ID
APPROVALS: ZONING: UTILITIES: WASTE WATER:
ENGINEERING, FIRE- BUILDING:
COMMENTS:
Rev 11.08
mIrA,
GCITY OF SANFORD
BUILDING &I PREVENTION
PERMITLI
Application No. Documented Construction Value: $
Job A ess: historic District: Xes ® o
Parcel : Zoning:
Description of or:'
Plan Review Contact Person: Title:
Phone: Fax: E-mail:
Property nr Information
Name Phone
Street: Resident of property? :
City, State Zip::
Contractor Information
Name - . \ A d P Phone:
Street: C ax:
City, State Zip: State License No.:
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip:E-mail:
Bonding Company: Mortgage Lender:
Address: Address.
IT INFORMATION
Gilding Permit El
SquareFootage: Construction Type No. of Stories:
No. of Dwelling Units: Flood one:
Electrical 0 Plumbing
New Service — No. of AMPS: New Construction - No. of Fixtures:
Mechanical 0 (Duet layout required for new systems) FireSprinkler/Alarm o. of heads::
1por . - 14%,
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 pennit 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 RECORDA NOTICE COMMENCEMENT AY
RESULT IN YOUR PAYING TWICE E ENT YOUR PERTY. A NOTICE
OF COMMENCEMENT UST BE RECORDED AND POSTEDN THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR
LENDER AN ATTORNEY EF 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 cal It es exceed the documented
construction value when the executed contract is submitted, credit 1 a 1` to y permit fees when the
permit is released.
Day>
1'
Signature of Owner/Agent Date S;gtraf6re of ontractor/ ent Date
iROBERT G. -DELLO RUSSO
Fr nt Owner/Agent's Name Print Contractor/Age 's Name
4
Signature of Notary -State of Florida u Date Signature of Notary -State of Florida Date
aouafap
MIFWAC.TURNER
W My COMMISSION# EEI 798
EXPIRES; June 14,2015
yf=* ded ihru Pu^ 11 dig
Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or
Produced ID —_ Type of ID Produced ID Type of ID
APPROVALS: ZONING: UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING:
Rev 11.0
C,T312013 CITY
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 3 Documented Construction Value: $
Job Address:
CT '
IL P historic District', Yes C 1 No
Parcel Zoning;
Description ofWork: Se
flan Review ContactPerson: Title;
Phone: Fax: E-mail:
Property ner Information
Name - Phonet"- a cI i`
StQeet: Resident of property? jLNa
City, State Zip:
Contractor Information
Name w one.
Street: 11th Fax: " S
City, State 1 P 3 7 State License No.:
Arch itect/En g I neer Information
Name. one;
Street; Fax:
City, St, Zip: E-mail:
Sinding Company, Mortgage Lender:
Address: Address:
PERMIT INFORMATION
Building Permit
Square Footage: Construction 'Type: No. of Stories:
No. of Dwelling Units: Flood Zone:
Electrical Plumbing
New Service ® No. of S: New Construction - No. of Fixtures -
Mechanical 11 (Ducat layout required for new systems) Tire Sprinkler/Alarm 0 No. of heads:
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 oft e foregoing information is accurate and that all work will
be one 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 MUSTBE 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
ftom 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.
siL—g.aw a d 6-w—.e-,TA—gn—t mate S i g I I zI ! U I. rC—o ii t 6-cTo 'r/Ag e n t Date
Print Owner/Agent's Name Print Contractor/Agern's Name
Signature ofNotary-State offlorida Date signature of Notary -State of Florida Date
MARTHA Y. HALL
Commission # EE 139759
FXP'res February 1, 2016
Owner/Agent is Personally Known to Me or Contractor/Agent is Tlersonally Known to Me or
Produced ID Type of ID Produced ID Type of ID
APPROVALS: ZONING: UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING:
COMMENTS:
Rev 11.08
r
Pelts r Construction
ADVANTAGE PLUMBNG, INC. PROPOSAL 4.30 Primeton
PO Box 1117 Sanford, F
Sanford, FI_ 32772-1117 t
487-323-7515
Fax 407-323-8954
PROPOSALSAL SUBMITT D TOO; l-'t-lONE HATE. 10-15-13
NAME: Meltzer Construction JOB NAMEModel 1357, REVISED
Michael Meltzer; 4079755-0951
bpg al(pbellso th,net
We hereby submit specifications and estimates for:
2 Water Closets, Mansfield, elongated,
Lavatories, round, china.
1 Kitchen Sink, Dayton Elite DSE,, stainless steel, double brawl,
2 Tubs, enamel, steel.
1 Hot `dater Heater, electric, 50 gallon.
1 Laundry box.
1 Ice maker line.
Hose ebbs.
1 Disposal, Badger V.
Hookup owner provided dishwasher.
Suer and water service.
CPVC water piping.
Moen Eva BN 4" center valves,
Moen 67315 SL kitchen sink valve,
Matching drains and supplies throughout.
We hereby propose to fufnish labor and materials — complete in accordance with the above specifications, for the sur,) of:
Four thousand eight hundred twenty dollars,32C1,00 _ v.th payment to benrade as follows:
0 / ra c rrrn wit tic W,caf rc .r h, 3r 3 i°I n -om l tion f tub set 501)/,,
All material is guaranteed to be as specified. All work to be completed in a workmanlike n-
prcpos l subject to acceptance within 30 days and is void thereafter at the option of th
Fauftrized Sjnaiure _ .
ACCEPTANCE
The above prices, specifications and conditions are hereby accepted -
made
Wcepted_
made as outlined above,
p2ontom lets
accord"'q to standard pro tEces. Tf)is
cry are authorized to do the work as saecified, Payment will be
ACCE T I Signature
Cate Signature