901 Orange Ave 14-228; NEW SFHCITY.OFSANFOR, INSPECTION
INSPECTION REQ ST LINE - 407.688.5151
ERMIT # I Q1 V ADDRESS
CONTRACTOR
PROPERTY OW
TENANT
DESCRIPTION OF WORK e-LJ SIM
BUILDING POOL PLUMBING GAS
F0 G u MAIN DRAIN PIPING U SLABa _ PIPING - PRESSURE TESr
J STEEL & GROUND III / PRE SURE TEST FINAL GAS
LINT U/G POOL PIPING SEWER
7` 1-11
FIRE
WALLISHEATHING / STRAPPING LIGHT NICHE BONDING CEILING COVER - COWL FIRE ALARM
ROUGH IN
FINAL
FRAMING DECK IRRIGATION
FIRE SPRINKLER
UNDERGROUND
OVERHEAD
IBIS TjON2+ FINAL FINAL
RATED ASSEMBLY F STENING /
DRYWALL , ; ,
CEILING COVER- COWL ELECTRICAL HVAC HOOD - WELD TEST
U (: ' /
If k!yTEMP POLE ROI G _ / _ HOOD - SUPPRESSION
FINAL- TUG -POWER FILING COVE - COM'L FIRE - PREPOWER
ROOF UNDERGROUND FINAL FIRE - FINAL
ROOF SHEATHING/DECKING ROUGH IN UTILITIES PUBLIC WORKS
IIy$ N / t, /}J Pro rl& GREASE TRAP DRIV A
1G 1"
MITIGATION AFFIDAVIT CEILING QOVER - COWL CROSS CONNECTION CONTROL
DRY-1 FINAL SEWER CONNECTION
FINA //#1111 MISCELLANEOUS MISCELLANEOUS I SELL NE US # /
INSPECTION CARD SHALL BE DISPLAYED ON STREET SIDE OF LOT
DO NOT REMOVE CARD UNTIL FINAL INSPECTION IS APPROVED
SANITARY FACILITIES REQUIRED ON SITE
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 OF COMMENCEMENT REQUIRED: YES
BUILDING OFFICIAL
NO
7
DATE ISSUED 11, 12 12
Issued permits must have an approved inspection within 6 months of the date of issuance or they will expire.
An extension must be requested in writing, approved and paid for priortoexpiration.
THIS INSTRU T PR PAIRED BY:
Name: A l:dd 0 i°
Address: _15 un Ample 24 ve
NOTICE OF COMMENCEMENT
State of Florida
County of Seminol
Permit Number: I Parcel ID Number:
111"fH NNE MORSE, SEMINOLE COUNTY CLERK,
OF CIRCUIT COURT & COMPTROLLER BK
08159 Pg 0812j (ipg) CLERK'
S ## 2013142376 RECORDED 11/12/2013 08:
22:35 pM RECORDING FEES 10.00 RECORDED
BY H DeVore 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: (Legpi description
of the property and stet address if availaple) GENERAL DESCRIPTION OF IMPROV.EMENT:
own Nam Addr Fee Simple
Title
Holder (
if
other than owner) Nam Address: CONTRACTOR: Name: Address: Persons
within
the
Statc'
of
Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.
13(1)(b), Florida Statutes. Name: In addition to himself,
Owner
Designates Section 713.13(1)(b),
Florida Statutes. R To receive a copy
of
the Lienor's Notice as Provided in Expiration Date of Notice of
Commencement (The expiration date is 1 year from date of recording unless a. - different date is specified) WARNING
TO OWNER: ANY PAYMENTS
MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS
UNDER CHAPTER 713, PART 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 p nalties of perjury,
1 declare that I have read the foregoing and that the facts stated in it are true 't" to the b t of
knowleyl nd belief. z4o3P s `•b Oemer's Signat
re
Owner'
s Printed Name - 4'i uJ Florida Statute 713.13(1)(
9): " The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." j jf~' 410 z u W v, cc O State
of • .f
r_t
a de", County of —I—n t4 LU a w F. The foregoing instrument
was acknowledged
before me this. day of I 20/ 3 z by .21 ` I Who is
personally known to rrte,32S' ¢ ' Name of person making statement
f A. R hQb pWdge56idgntiJLcaj'on
type of identification produced: n O W O ti"w'7N
6,
DEBBIE
BLANTON Io LL Notary Public State ofFlorida
N Y My Comm. Expires
Feb 25, 2015 , ,Q W g Commission # EE 60182 ti'"`" v $
L > OF r`` •`` Notary Signature m
Bonded Through National Notary Assn.
7'CC1/((1VTV02O13CITYOFSANFORD
BUILDING & FIRE PREVENTION
PERNF APPLICATION
2/0
Application No: —c Documented Construction Value: $
Job Address: qvr r TL Historic District: Yes No
Parcel ID• Zoning:
Description of Work: New &rn ra
Plan Review Contact Person:
Phone: Fax: E-mail:
I i LLI
Property Owner Information
IName d I U lL
Street: / O vo r 1 ole- 4o_-
City, State Zip:3277/ Phone:
Title:
Resident
of property? : Contractor
Information Name
OLD MPR- 2 1 I de Phone: Street:
City,
State Zip: Name:
Street:
City,
St, Zip: Bonding
Company: Fax:
State
License No.: Architect/
Engineer Information Phone:
Fax:
E-
mail: Mortgage
Lender: Address:
w / c / i XY%4 7 73Address: 1j,
d 3 y
06 = ao PERMIT INFORMATION Building
Permit Square
Footage: 7 160 Construction Type: Il%o No. of Stories: No.
of Dwelling Units: Flood Zone: Electrical
19' Plumbing Q New
Service , No. of AMPS: New Construction - No. of Fixtures: Mechanical
L (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.
lai Ilk
Sigm ure of Owner/Agent Diate Signature of Contractor/Agent Date
T),"J'q
Print wne /Agent's Name
Signature of Notary -State of FTondgr(SE 141, 8;"Zj Date
16 a•. 5
ma c -0,9
TE
0:A Q'
Owner/Agent is
T a o'
e or
Produced ID T
te4 E i1
APPROVALS: ZONING: UTILITIES:
ENGINEERING: FIRE:
COMMENTS:
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
W A STE WATER:
BUILDING:
Rev 11.08
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for
homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities.
OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT
BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement)
I understand that state law requires construction to be done by a licensed contractor and have applied for
an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of
the property listed, may act as my own contractor with certain restrictions even though I do not have a
license.
I understand that building permits are not required to be signed by a property owner unless he or she is
responsible for the construction and is not hiring a licensed contractor to assume responsibility.
I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I
may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed
in his or her name instead of my own name. I also understand that a contractor is required by law to be
licensed in Florida and to list his or her license numbers on all permit and contracts.
I understand that I may build or improve a one -family or two-family residence or a faun outbuilding. I
may also build or improve a commercial building if the costs do not exceed $75,000. The building or
residence must be for my own use or occupancy. It may not be built or substantially improved for sale or
leasedlease. If. a building or residence that I have built or substantially improved myself is sold or within
in 1 year after the construction is complete, the law will presume that I built or substantially improved it
for sale or lease, which violates this exemption.
I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise
persons working on my building or residence. It is my responsibility to ensure that the persons whom I
employ have the licenses required by law and by city ordinance.
I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an
owner -builder permit that erroneously implies that the property owner is providing his or her own labor
and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any
injuries sustained by an unlicensed person or his or her employees while working on my property. My
homeowner's insurance may_ not provide coverage for those injuries. I am willfully acting, as an owner -
builder and am aware of the limits of my insurance coverage for injuries to workers on my property.
I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is
not licensed to perform the work being done. Any person working on my building who Is not licensed
must work under my direct supervision and must be employed by me, which means that I must
comply with laws requiring the withholding of federal income tax and social security contributions
under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation
for the employee. I understand that my failure to follow these laws may subject me to serious financial
risk.
Rev. 9.14.2009
I agree that, as the party legally and financially responsible for this proposed construction activity, I will
abide by all applicable laws and requirements that govern owner -builders as well as employers. I also
understand that the construction must comply with all applicable laws, ordinances, building codes, and
zoning regulations.
I am of aware of construction practices and I have access to the Florida Building Codes.
I understand that I may obtain more information regarding my obligations as an employer from the Internal
Revenue Service, the United States Small Business Administration, the Florida Department of Financial
Services, and the Florida Department of Revenue. I also understand that I may contact the Florida
Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.conVdbpr/pro/cilb/ for
more information about licensed contractors.
I am aware of, and consent to, an owner -builder building permit applied for in my name and understand
that I am the party legally and financially responsible for the proposed construction activity at the address
listed below.
I agree to notify the building department immediately of any additions, deletions, or changes to any of the
information that I have provided on this disclosure or in the permit application package.
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person
who does not have a license, the Construction Industry Licensing Board, the Department of Business and
Professional Regulation and the building department may be unable to assist you with any financial loss
that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in
civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an
individual or firm is injured while working on your property, you may be held liable for damages. If you
obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying
whether the contractor is property licensed and the status of the contractor's workers' compensation
coverage.
Property Address:n G O/ d(,w ''-e 4ve, ECGy
I, l/WW X , do hereby state that I am qualified
and capable of performing the requested construction involved with the permit application filed and agree to the
conditidhs specified above.
Signature of Owner -Builder
Form of Identification
Must be Photo ID)
Date
A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment
not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local
permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy
for unlicensed activity against the owner and any person performing work that requires licensure under
the permit issued.
Rev. 9.14.2009
oc r 3zit
t
I°
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: - Documented Construction Value: S L/
Job Address: ' of"'41114ke_ leHistoric District: Yes No Parcel
ID• Description
of Work: Neu i Plan
Review Contact Person: Zoning:
Title:
Phone:
Fax: E-mail: j
Property
Owner Information Name
C/ 4U Phone: - % - y 7 Street: /
00c mole- Alt Resident of property? City,
State Zip: 5., or l 7 11
J) Contractor
Information Name
C/; ),A teE_ I c P% Phone: Street:
Fax: City,
State Zip: State License No.: Architect/
Engineer Information Name:
Street:
City,
St, Zip: Bonding
Company: Address:
Phone:
Fax:
E-
mail: Mortgage
Lender: Address:
PERMIT
INFORMATION Building
Permit Square
Footage: 160 Construction Type: 00 No. of Stories: No.
of Dwelling Units: i Flood Zone: —/ Electrical
L Plumbing C3 New
Service -No. of AMPS: New Construction - No. of Fixtures: L/-_
Mechanical (Duct layout required for new systems) 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
wore: or installation has commenced prior to the issuance of a permit and that all work will be performed to
meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and
air conditioners, etc.
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 REC(A'D 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.
mi4/ k11- /dl_3a / -5
Sign, ure of Owner/Agent Dfate Signature of Contractor/Agent Date
Print
M /j *flue l-1"
Agent's Name
yi'vL vt Q,l l r _ / 1.,; J0 (fit /
Signature of Notary -State of Flonda i E k Date
iSSIpPf %/;:_,
Owner/Agent is
F~
l rVle or Produced
ID T 'ell ItAPPROVALS:
ZONING: COMMENTS:
ENGINEERING:
Print
Contractor/Agent's Name Signature
of Notary -State of Florida Date Contractor/
Agent is Personally Known to Me or Produced
ID Type of ID UTILITIES:
0 lrn?ne.3WASTEWATER: BUILDING:
Rev
11.08 L.
CITY OF SANFORD
BUILDING & FIRE PREVENTION
7 _ PERMIT APPLICATION
f
Application No: - Documented Construction Value: $ '76-
1
000
Job Address: l U<iC" Tlr° Historic District: Yes No
Parcel ID: 25- 9-j SW6 06 ozoning:
Description of Work: Neuj i 77 e
Plan Review Contact Person: Title:
Phone: Fax: E-mail:
i / f
Property Owner Information
Name bbri6a (f /i7 Phone:
Street: /Ooo Moles Resident of property?
City, State Zip: SAw /c 2 1
J
Contractor Information
Name ( , t' J i (c tole -
Street:
City, State Zip:
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Building Permit
Square Footage: ?'/60
No. of Dwelling Units:
Electrical 0
Phone:
Fax:
State License No.:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Construction Type: Vfo1 No. of Stories:
Flood Zone:
New Service -No. of AMPS:
L/ Mechanical (Duct layout required for new systems)
Plumbing 0
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm No. of heads:
l
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, tangs, 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 7 1 3.
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. I:f 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.
Sign, ure of Owner/Agent date Signature of Contractor/Agent Date
Print
19)
Agent's Name
Signature of Notary -State of Florida, ':— E ki"F/°. Date
V .aty 16
Owner/Agent iseryrca to e or
Produced fD
atRe9l 3dq .a ..
APPROVALS: ZONING: AIX k) .31. it UTILITIES:
ENGINEERING: _/ I 4- FIRE:
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
WASTE WATER:
BUILDING:
COMMENTS: ?Cfy5t Ana clot tov,. 1* cc it., sr,lsc--,wtVic c r pc,,t1K«,l ,%r 614 I. I,1V,. 0 Rev
11.
08
Scott, Annette
From: Forte, Jami <JForte@seminolecountyfl.gov>
Sent: Wednesday, October 30, 2013 3:42 PM
To: Blanton, Deborah; Scott, Annette; Johnson, JoAnn
Subject: 901 Orange Ave.
Good afternoon,
This is to advise that there will not be any new Seminole County rood impact fees for yul urange Ave,
single family home rebuild.
Please let me know if you have any questions.
Thank you & have a wonderful day,
Jami Forte
Planning Coordinator for Impact Fee's & Impact Anlysis (Concurrency)
Seminole County Development Services Dept., Business Office/Building Division
1101 East 1st Street, Room 1020
Sanford, Florida 32771
phone 407-665-7356
jforte a,seminolecountyfl.gov
09924
t_ G(AI ITY
E±i stir>a<. `..4'rr.: . (. ti 1
Where Customer Service is our top priority.
www.seminolecountyfl.gov/gm/survey.asp
Florida has a very broad Public Records Law. Virtually all written communications to or from State and Local Officials
and employees are public records available to the public and media upon request. Seminole County policy does not
differentiate between personal and business emails. E-mail sent on the County system will be considered public and will
only be withheld from disclosure if deemed confidential pursuant to State Law.****
1
City of Sanford
Planning and Development Services
Engineering — Floodplain Management
Flood Zone Determination Request Form
Name: / do , 1 r,<< Firm:
Address:
City: sQ, State: Zip Code:
Phone:32 1 •2-q q - Sq 77 Fax: Email:
Property Address:
Property Owner: a
Parcel identification Number: 2 5-
Phone Number: Email:
The reason for the flood plain determination is:
O-Rew 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)
Flood Zone: Base Flood Elevation: Datum: _---
FIRM Panel Number: / 2. III G 0070 F Map Date:
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: 0-Floodplain floodway
The structure is in the: floodplain floodway
D The structure is not in the: oodplain 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: Sc Date:
I :\tngr-I-iles\Elevation Certificate\Flood Zone Determination Request Form.doc
SCPA Parcel View: 25-19-30-5AG-1 IOF-0060 Page 1 of 2
C
c
g
A ru r,,Cr-n Property Record Card
11014t" rParcel: 25-19-30-5AG-110E-0060
rOwner: HUNT DONALD JR
C.9lINTY, r=uOr ipn
Property Address: 901 ORANGE AVE SANFORD, FL 32771
Back I < Previous Parcel Next Parcel > Save Layout Reset Layout New Search
Parcel: 25-19-30-5AG-1 1 OF-0060 Value Summary
Property Address: 901 ORANGE AVE
Owner: HUNT DONALD JR
Mailing: 1000 MAPLE AVE
SANFORD, FL 32771
Subdivision Name: SANFORD TOWN OF
Tax District: S1-SANFORD
Exemptions:
DOR Use Code: 00-VACANT RESIDENTIAL
7
Q
Z
I Tax Amount without SOH:
2013 Tax Bill Amount
7 Tax Estimator
Save Our Homes Savings:
Map Aerial Both Footprint + - Extents Center i ' Does NOT INCLUDE Non Ad Valorem
Larger Map Advanced Map Dual Map View - External (
Assessments
2014 Working 2013 Certified
Values Values
Valuation
Cost/Market Cost/Market
Method
Number of
0 0
Buildings
Depreciated
Bldg Value
Depreciated
EXFT Value
Land Value
7,788 7,788
Market)
Land Value Ag
lust/Market
S7,788 7 788
Value "•
Portability Adj
Save Our Homes
0 0
Adj
Amendment 1
SO 0
Adj
Assessed Value 7,7881 S7,788
159
S159
0
Legal Description --! ---
LEG LOT 6 BLK 1 1 TR F TOWN OF SANFORD PB 1 PG 56
Tax Details
I
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund S7,788 SO 7,788
i
Schools 7,788 SO S7,788
City Sanford 7,788 0 7,788
SJWM(Saint Johns Water Management) S7,788 SO 7,788
County Bonds S7,788 SO 7,7881
Deed Date Book Page Amount Vac/Imp Qualified
QUIT CLAIM DEED 06/2013 08049 1001 100 Vacant No
QUIT CLAIM DEED 03/2012 07752 0367 4,000 Vacant No
QUIT CLAIM DEED 02/2012 07720 0740 100 Vacant No
FINALJUDGEMENT 0212010 07334 1615 100 Vacant No
QUIT CLAIM DEED 02/2009 07137 0872 100 Improved No
TAX DEED 01/2009 07116 0634 S5500 Improved No
WARRANTY DEED 06/1988 01966 1210 100 Improved No
Find Comparable Sales within this Subdivision
Land
I
Method Frontage Depth Units Unit Price Land Value
FRONT FOOT & DEPTH 50 117 000 175.00 S7,788
Building Information
http://scpafl.org/ParcelDetails.aspx?PID=25-19-30-5AG-11 OF-0060 10/30/2013
T' 1 QCT . z z>
FORM 405-10
PERMIT 2013
FLORIDA ENERGY EFFICIENCY CODE FOR BUILD NIG CONSTRIUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: HUNT CUSTOM Builder Name: OWNER / BUILDER
Street: 901 ORANGE AVENUE Permit Offm-. SANFORD AIWA
City, State, Zip: SANFORD , FL, 32771- Permit Number: 19'- a uFFICEOwner: DONALDHUNT JR Jurisdiction: 691,t-0dDesign
Location: FL, Sanford 1.
New construction or existing New (From Plans) 9. Wall Types (1573.3 sqft.) Insulation Area 2.
Single family or multiple family Single-family a.
Concrete Block - Int Insul, Exterior R=4.1 1277.30 ft2 b.
Frame - Wood, Adjacent R=11.0 296.00 ft2 3.
Number of units, if multiple family 1 c. NIA R= ft2 4.
Number of Bedrooms 4 d. N/A R= ft2 5.
Is this a worst case? No 10. Ceiling Types (1717.0 sqft.) Insulation Area a.
Under Attic (Vented) R=30.0 1717.00 ft2 6.
Conditioned floor area above grade (ft2) 1717 b. N/A R= ft2 Conditioned
floor area below grade (ft2) 0 c.
N/A R= ft2 11.
Ducts R ft2 7.
Windows(157.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 375 a.
U-Factor: Dbl, U=0.32 157.00 ft2 SHGC:
SHGC=0.26 b.
U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC:
a. Central Unit 27.2 SEER:13.00 c.
U-Factor: N/A ft2 SHGC:
13. Heating systems kBtu/hr Efficiency d.
U-Factor: N/A ft2 a. Electric Heat Pump 27.0 HSPF:8.00 SHGC:
Area
Weighted Average Overhang Depth: 1.469 ft. Area
Weighted Average SHGC: 0.260 14. Hot water systems 8.
Floor Types (1717.0 sqft.) Insulation Area a.
Electric Cap: 50 gallonsEF: a.
Slab -On -Grade Edge Insulation R=0.0 1717.00 ft2 b. Conservation features 0.
910 b.
N/A R= ft2 None c.
N/A R= ft2 15. Credits Pstat Total
Proposed Modified Loads: 34.19 Glass/
Floor Area: 0.091 PASS TotalStandardReferenceLoads: 44.12 I
hereby certify that the plans and specifications covered by Review of the plans and1114E S74 this
calculation are in ompliance with the F)Ijjilda Energy specifications covered by this y Q F
Code. (J calculation indicates compliance'i.r„'4 with
the Florida Energy Code. I- non PREPARED
BY: ( Before construction is completed DATE:
this building will be inspected for Q compliance
with Section 553.908 I
hereby certify that this building, as designed, is in compliance Florida Statutes. with
the Florida Energy Code. CaD VWVE OWNER/
AGENT: BUILDING OFFICIAL: DATE:
DATE: Compliance
requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified
factory -sealed in accordance with 403.2.2.1.1. Compliance
requires completion of a Florida Air Barrier and Insulation Inspection Checklist Cool
sys #1 may be undersized. Size of 27.2 was increased to 27.2 for simulation. Please review the Manual J8 report. 10/
1 /2013 4:20 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5
PERFORMANCEENERGY LEVEL (EPL)
ESTIMATED ENERGY PERFORMANCE INDEX* = 77
The lower the EnergyPerformance Index, the more efficient the home.
901 ORANGE AVENUE, SANFORD, FL, 32771-
1. New construction or existing
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (ft2)
7. Windows" Description
a. U-Factor: Dbl, U=0.32
SHGC: SHGC=0.26
b. U-Factor: N/A
SHGC:
c. U-Factor: N/A
SHGC:
d. U-Factor: N/A
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
8. Floor Types
a. Slab -On -Grade Edge Insulation
b. N/A
c. N/A
New (From Plans) 9. Wall Types Insulation Area
Single-family
a. Concrete Block - Int Insul, Exterior R=4.1 1277.30 ft2
b. Frame - Wood, Adjacent R=11.0 296.00 ft2
1 c. N/A R= ft2
4 d. N/A R= ft2
10. Ceiling Types Insulation Area
No
a. Under Attic (Vented) R=30.0 1717.00 ft2
1717 b. N/A R= ft2
Area
c. N/A R= ft2
157.00 ft2
11. Ducts R ft2
a. Sup: Attic, Ret: Attic, AH: Main 6 375
ft2
tit. Coolinq systems kBtufhr Efficiency
ft2 a. Central Unit 27.2 SEER:13.00
ft2
1.469 ft.
0.260
Insulation Area
R=0.0 1717.00 ft2
R= ft2
R= ft2
13. Heating systems
a. Electric Heat Pump
14. Hot water systems
a. Electfic
b. Conservation features
None
15. Credits
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature:
Address of New Home.
Date:
CityfFL Zip:
kBtu/hr Efficiency
27.0 HSPF:8.00
Cap: 50 gallons
EF: 0.91
Pstat
Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321)
638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For
information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's
support staff.
Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software
PROJECT
Title:
Building Type:
Owner:
of Units:
Builder Name:
Permit Office:
Jurisdiction:
Family Type:
New/Existing:
Comment:
HUNT CUSTOM
User
DONALD HUNT JR
1
OWNER / BUILDER
SANFORD
Single-family
New (From Plans)
Bedrooms: 4
Conditioned Area: 1717
Total Stories: 1
Worst Case: No
Rotate Angle: 0
Cross Ventilation:
Whole House Fan:
Address Type:
Lot #
Block/SubDivision:
PlatBook:
Street:
County:
City, State, Zip:
Street Address
901 ORANGE AVENUE
SEMINOLE
SANFORD ,
FL, 32771-
CLIMATE
I/
Design Location
IECC Design Temp
TMY Site Zone 97.5 % 2.5 %
Int Design Temp Heating Design Daily Temp
Winter Summer Degree Days Moisture Range
FL, Sanford FL ORLANDO SANFOR 2 39 93 70 75 677 44 Medium
BLOCKS
Number Name Area Volume
1 Block1 1717 13736
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 Main 1717 13736 Yes 5 4 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter R-Value Area Tile Wood Carpet
1 Slab -On -Grade Edge Insulation Main 200 ft 0 1717 ft2 0.3 0 0.7
ROOF
V # Type
Roof Gable Roof
Materials Area Area Color
Solar
Absor.
SA Emitt
Tested
Emitt Deck
Tested Insul.
Pitch
deg)
1 Hip Composition shingles 1860 ft2 0 ft2 Medium 0.8 No 0.9 No 0 22.6
ATTIC
V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1717 ft2 N N
CEILING
Ceiling Type Space R-Value Area Framing Frac Truss Type
1 Under Attic (Vented) Main 30 1717 ft2 0.11 Wood
10/1 /2013 4:20 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5
WALLS
Adjacent
SpaceR-VatueCavity Width Height Sheathing Framing Solar Below
u
1 N Exterior Concrete Block - Int Insul Main 4.1 49 4 8 394.6666 0 0.400000 0
2 E Exterior Concrete Block - Int Insul Main 4.1 10 4 8 82.66666 0 0.400000 0
3 S Exterior Concrete Block - Int Insul Main 4.1 70 0 8 560 ft2 0 0.400000 0
4 W Exterior Concrete Block - Int Insul Main 4.1 30 0 8 240 ft2 0 0.400000 0
5 E Garage Frame - Wood Main 11 17 8 136 ft2 0 0.400000 0
6 NE Garage Frame - Wood Main 11 3 8 24 ft2 0 0.400000 0
7 N Garage Frame - Wood Main 11 17 8 136 ft2 0 0.400000 0
DOORS
Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 N Insulated Main None 0.4 3 6 8 20 ft2
2 NE Insulated Main None 0.4 3 6 8 17.77777
WINDOWS
Orientation shown is the entered, Proposed orientation.
V
Wall Overhang
Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening
1 N 1 Metal Double (Tinted) Yes 0.32 0.26 15 ft2 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5
2 N 1 Metal Double (Tinted) Yes 0.32 0.26 15 ft2 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5
3 N 1 Metal Double (Tinted) Yes 0.32 0.26 4 ft2 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5
4 N 1 Metal Double (Tinted) Yes 0.32 0.26 8 ft2 4 ft 0 in 1 ft 4 in Drapes/blinds Exterior 5
5 S 3 Metal Double (Tinted) Yes 0.32 0.26 15 ft2 1 ft 4 in i ft 4 in Drapes/blinds Exterior 5
6 S 3 Metal Double (Tinted) Yes 0.32 0.26 40 ft2 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5
7 S 3 Metal Double (Tinted) Yes 0.32 0.26 15 ft2 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5
8 S 3 Metal Double (Tinted) Yes 0.32 0.26 15 ft2 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5
9 W 4 Metal Double (Tinted) Yes 0.32 0.26 15 ft2 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5
10 W 4 Metal Double (Tinted) Yes 0.32 0.26 15 ft2 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 400 ft2 400 ft2 40 ft 8 ft 1
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Best Guess 0.000300 1351.11 74.1744 139.495 0.21900 5.90178
10/1/2013 4:20 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump None HSPF: 8 27 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit None SEER: 13 27.2 kBtu/hr 816 cfm 0.79 1 sys#1
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Garage 0.91 50 gal 70 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert Company Name System Model # Collector Model # Area Volume FE F
None None ft2
DUCTS
Supply -- Return — Air Percent HVAC #
V/ # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool
1 Attic 6 375 ft2 Attic 83 ft2 Default Leakage Main (Default) c(Default) % 1 1
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
CoolingJan
Heatin
Feb Mar
Jan Feb Mar
AprfApr
Ma X Jun X JulfIMaY4iJunfJul
Au X Se
AuSePrl f Oct
Oct
Nov
Nov
Dec
Dec
Ventin Jan Feb X Mar X] A r Ma [ Jun [ Jul Aug Se X] Oct X Nov Dec
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 78 78 78 78 78 78 78 78 78 78
Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
10/1 /2013 4:20 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5
FORM 405-10
Florida Code Compliance Checklist
Florida Department of Business and Professional Regulations
Residential Whole Building Performance Method
ADDRESS: 901 ORANGE AVENUE PERMIT #:
SANFORD, FL, 32771-
MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details.
COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK
Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed.
Recessed lighting IC -rated as meeting ASTM E 283. Windows and
doors = 0.30 cfm/sq.ft. Testing or visual inspection required.
Fireplaces: gasketed doors & outdoor combustion air. Must complete
envelope leakage report or visually verify Table 402.4.2_
Thermostat & 403.1 At least one thermostat shall be provided for each separate heating
controls and cooling system. Where forced -air furnace is primary system,
programmable thermostat is required. Heat pumps with supplemental
electric heat must prevent supplemental heat when compressor can
meet the load.
Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the
primary air containment passageways for air distribution systems shall
be considered ducts or plenum chambers, shall be constructed and
sealed in accordance with Section 503.2.7.2 of this code.
403.3.3 Building framing cavities shall not be used as supply ducts.
Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies
in Table 403.4.3.2. Provide switch or clearly marked circuit breaker
electric) or shutoff (gas). Circulating system pipes insulated to =
R-2 + accessible manual OFF switch.
Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical
ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level.
No make-up air from attics, crawlspaces, garages or outdoors adjacent
to pools or spas.
Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1
Spas HP shall have the capability of operating at two or more speeds. Spas
and heated pools must have vapor -retardant covers or a liquid cover or
other means proven to reduce heat loss except if 70% of heat from
site -recovered energy. Off/timer switch required. Gas heaters
minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool
heaters minimum COP= 4.0.
Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per
Tables 503.2.3. Equipment efficiency verification required. Special
equipment
occasion cooling or heating capacity requires separate system or
variable capacity system. Electric heat >10kW must be divided into
two or more stages.
Ceilings/knee walls 405.2.1 R-19 space permitting.
10/1 /2013 4:20 PM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5
SPEEDY CALC'SLLC I Manual S Compliance Report Job: HUNT CUSTOM
Date: SEPT 30, 2013
Entire House By: TRICIA HIGGINS
OWNER / BUILDER
1100 MAPLE AVENUE, .-. FL 32771 •.-
b _ &o:eF:cPJdsnxwtwr
WIX
I z For:
DONALD HUNT JR 901
ORANGE AVENUE, SANFORD, FL 32771 Design
Conditions Outdoor
design DB: 93.0°F Sensible gain: 20661 Btuh Outdoor
design WB: 75.1 °F Latent gain: 5172 Btuh Indoor
design DB: 75.0°F Total gain: 25832 Btuh Indoor
RH: 50% Estimated airflow: 933 cfm Manufacturer'
s Performance Data at Actual Design Conditions Equipment
type: Split ASHP Manufacturer:
Goodman Mfg. Model: GSZ130301A*+ARUF30B14A* Actual
airflow: 933 cfm Sensible
capacity: 21820 Btuh 106% of load Latent
capacity: 5800 Btuh 112% of load Total
capacity: 27620 Btuh 107% of load SHR: 79% Heat
ngEqulpment n iS
a.' Conditions
Outdoor
design DB: 42.3°F Heat loss: 22229 Btuh Indoor
design DB: 70.0°F Manufacturer'
s Performance Data at Actual Design Conditions Equipment
type: Split ASHP Manufacturer:
Goodman Mfg. Model: GSZ130301A*+ARUF30B14A* Actual
airflow: 933 cfm Output
capacity: 25730 Btuh 116% of load Supplemental
heat required: 0 Btuh Backup
equipment type: Elec strip Manufacturer:
Model: Actual
airflow: 933 cfm Output
capacity: 6.6 kW 101 % of load Temp. rise: 0 °F The
above equipment was selected in accordance with ACCA Manual S. Entering
coil DB: 75.7°F Entering
coil WB: 62.9°F Entering
coil DB: 69.7°F Capacity
balance: 42 °F Economic
balance: -99 °F WTI
O2013-Oct-
0116:19:12 1,C
g • ft, RightSuite® Universal 2013 13.0.01 RSU08373 Page 1 ACCK ...ggins\
Documents\Wrightson WAC\HUNT CUSTOM. rup Calc = MJ8 Front Door faces: N
SPEEDY CALLS LLC SummaryProject Job: HUNT CUSTOM
J Summary Date: SEPT 30, 2013
Entire House By: TRICIA HIGGINS
OWNER / BUILDER
1100 MAPLE AVENUE, SANFORD, FL 32771 Phone: 321 299-5977
For: DONALD HUNT JR
901 ORANGE AVENUE, SANFORD, FL 32771
Notes: DONALD HUNT JR
901 ORANGE AVENUE
SANFORD, FL, 32771
eormonMINIMUM ta,M.FaEsig
n
Weather: Winter Design
Conditions
Outside db 42
OF Inside db 70
OF Design TD 28
OF Heating Summary Structure
20117 Btuh
Ducts 2112 Btuh
Central vent (0
cfm) 0 Btuh Humidification 0 Btuh
Piping 0 Btuh
Equipment load 22229
Btuh Infiltration Orlando Sanford
AP,
FL, US Summer Design Conditions
Outside db 93
OF Inside db 75
OF Design TD 18
OF Daily range M
Relative humidity 50
Moisture difference 38
gr/lb Sensible Cooling Equipment
Load Sizing Structure Ducts Central
vent (
0
cfm) Blower Use manufacturer'
s
data Rate/swing multiplier
Equipment sensible load
17985 Btuh 2676
Btuh 0
Btuh 0
Btuh y
1.00
20661
Btuh Method
Simplified Latent
Cooling Equipment Load Sizing Construction quality Average
Fireplaces 0 Structure
4701 Btuh lusts 470 Btuh
Heatingg Coolingg Central
vent 0 cfm) 0 Btuh Area (ftz) 1717
1717 Equipment latent load 5172 Btuh Volume (ft3) 15092
150924 Air changes/hour
0.38 0.20 Equipment total load 25832 Btuh Equiv. AVF (cfm)
96 50 Req. total capacity at 0.79 SHR 2.2 ton Heating Equipment Summary
Cooling Equipment Summary Make Goodman Mfg.
Make Goodman Mfg. Trade GOODMAN, JANITROL,
AMANA DISTI... Trade GOODMAN, JANITROL, AMANA DISTI... Model GSZ130301A* Cond
GSZ130301A* AHRI ref 5358271
Coil ARUF301314A* AH R I
ref 5358271 Efficiency 8 HSPF
Efficiency 11.0 EER, 13 SEER Heating input Sensible
cooling 21488 Btuh Heating output 27000
Btuh @ 47°F Latent cooling 5712 Btuh Temperature rise 26
OF Total cooling 27200 Btuh Actual air flow
933 cfm Actual air flow 933 cfm Air flow factor
0.042 cfmlBtuh Kir flow factor 0.045 cfm/Btuh Static pressure 1.
00 in H2O Static pressure 1.00 in H2O Space thermostat Load
sensible heat ratio 0.80 Calculations approved byACCA
to meet all requirements of Manual J 8th Ed. wrightsoft' Right -Suites
uites Universal 201313.0.01 RSU08373 2013-Oct-01
16:age 1 1
ACCK ggins\Documents\
Wnghtsoft HVAC\HUNT CUSTOM. rup Calc = MJ8 Front Door taces: N
s E>Y;ci r s i c4 Component Constructions Job: HUNT CUSTOM
Date: SEPT 30, 2013
Entire House By: TRICIA HIGGINS
OWNER I BUILDER
1100 MAPLE AVENUE, SANFORD, FL 32771 Phone: 321 299-5977
For: DONALD HUNT JR
901 ORANGE O.D
01 r
Location: Indoor: Heating Cooling
Orlando Sanford AR FL, US Indoor temperature (°F) 70 75
Elevation: 56 ft Design TD (°F) 28 18
Latitude: 290N Relative humidity (%) 50 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 22.9 38.1
Dry bulb (°F) 42 93 Infiltration:
Daily range (°F) - 17 ( M) Method Simplified
Wet bulb (°F) - 75 Construction quality Average
Wind speed (mph) 15.0 7.5 Fireplaces 0
EMMEMMIZIMMMM
Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain
ft' Bluh/M-°F ft'-°F/Btuh Btuh/fl Btuh BtuhM Btuh
Walls
CONCRETE BLOCK W STUCCO R4 1: Blk wall, stucco ext, 8" thk, In 345 0.243 4.1 6.73 2323 6.29 2172
1/2" gypsum board int fnsh e 75 0.243 4.1 6.73 505 6.29 472
s 559 0.243 4.1 6.73 3764 6.29 3519
w 240 0.243 4.1 6.73 1615 6.29 1510
all 1219 0.243 4.1 6.73 8208 6.29 7674
Partitions
126-0sw: Frm wall, r-11 cav ins, 1/2" gypsum board int fnsh, 2"x4" 297 0.097 11.0 2.69 798 1.76 522
wood frm
Windows
ENERGY STAR: 2 glazing, heat abs II outr, argon gas, vnl frm In 4 0.320 0 8.86 35 8.90 36
mat, clr innr, 1/2" gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor
insect screen; 1.4 ft overhang (2 ft window ht, 1.4 ft sep.)
ENERGY STAR: 2 glazing, heat abs low-e outs, argon gas, vnl frm n 61 0.320 0 8.86 539 8.90 541
mat, clr innr, 1/2" gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor a 15 0.320 0 8.86 133 24.8 372
insect screen; 1.4 ft overhang (5 ft window ht, 1.4 ft sep.) s 30 0.320 0 8.86 266 8.90 267
w 30 0.320 0 8.86 266 24.8 743
all 136 0.320 0 8.86 1204 14.2 1923
ENERGY STAR: 2 glazing, heat abs II outr, argon gas, vnl frm s 41 0.320 0 8.86 362 9.02 368
mat, clr innr, 1/2" gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor
insect screen; 1.4 ft overhang (6.8 ft window ht, 1.4 ft sep.)
Doors
11 J0: Door, mtl fbrgl type n 21 0.600 6.3 16.6 349 18.5 389
In 21 0.600 6.3 16.6 349 18.5 389
all 42 0.600 6.3 16.6 698 18.5 779
Ceilings
16C-30al: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 1717 0.032 30.0 0.89 1522 1.42 2440
gypsum board int fnsh
2013-Oct-0115:42:21WrlhtSOflt' 9 Right -Suite® Universal 2013 13.0.01 RSU08373
ggins\Documents\Wrightsoft WAC\HUNT CUSTOM. rup Calc = MJ8 Front Door faces: N
Page 1
Floors
22A-cpl: Bg floor, light dry soil, on grade depth, carpet flr fnsh 160 0.989 0 27.4 4383
C Wrl htsoftr 2013-Oct-0115:42:219Right -Suite@) Universal 2013 13.0.01 RSU08373 Page 2
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SfiMpY `" 1 LIB I AED Assessment Job: HUNT CUSTOM
Date: SEPT 30 , 2013
Entire House By: TRICIA HIGGINS
OWNER / BUILDER
1100 MAPLE AVENUE, .-.
sus`-4 « ( ' 4• "s`.f Y w'iS Yar ''" Ft a x ,. .
For: DONALD HUNT JR
901 ORANGE AVENUE, SANFORD, FL 32771
Location: Indoor: Heating Cooling
Orlando Sanford AP, FL, US Indoor temperature (°F) 70 75
Elevation: 56 ft Design TD (°F) 28 18
Latitude: 29*N Relative humidity (%) 50 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 22.9 38.1
Dry bulb ('F) 42 93 Infiltration:
Daily range (°F) - 17 ( M )
Wet bulb (°F) - 75
Wind speed (mph) 15.0 7.5
ryTestforAde uat Ex osureWDlversl<
Hourly Glazing Load
Hour of Day
Hourly / Average / A£Dhr t
Maximum hourly glazing load exceeds average by 22.7%.
House has adequate exposure diversity (AED), based on AED limit of 30%.
AED excursion: 0 Btuh
wri9 htsoftA 2013-Oct-01 15:42 21
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E YC1_t E LLC Right-J® Worksheet
Entire House
OWNER / BUILDER
1100 MAPLE AVENUE, SANFORD, FL 32771 Phone: 321 299-5977
Job: HUNT CUSTOM
Date: SEPT 30, 2013
By: TRICIA HIGGINS
1 Room name Entire House LAUNDRY
2 Exposed wall 160.0 ft 18.0 ft
3 Room height 8.8 ft 9.0 ft heat/cool
4 Room dimensions 10.0 x 8.0 ft
5 Room area 1717.0 W 80.0 f12
Ty Construction U-value Or HIM Area (ft2) Load Area (ft2) Load
number Btuh/W-°F) Btuh/ft2) or perimeter ft) Btuh) or perimeter ft) Btuh)
Heat Cool Gross N/PJS Heat Cool Gross N/P/S Heat Cool
6 CONCRETE BLOCK: 0:243 n 'A.73 6.29 431345 2323 2172 0 0 0 0
n -:.86 8.
90y!
0 35 36 00.320
ENERGY STAR 0:320 n :.86 8.90 2461 0 539 541 0 0 0 0
0600,n-, 16.62 1854
11 CONCRETE 70 4472 go 70 05 472
L--G STAR 0243 a 8.86 24.
29 g 372
CONCRETE BLOCK 0243 s _ 6.73 6.29 630 559 3764 3519 72 72 485 453'
@NBIRI Y STAR . ` 0:320 s': 8.86; ' 8:90 30 30 266 3. 267 0 0 0 0
9.02 37 362 368. 0 0 0 0
V/ CONCRETE BLOCK 0.243 w 6.
Z.86
6.294170 240 1615 1510 0 0 0 0
L—C @ Jr'WY STAR 0.320 w 8.86 24. 77 30 0 266 743 0 0 0 0
P 126 Osw 0 W? 2:69 1.76 318 297 798 522 72 72 193L0600n16:62I 18:54.:, 21 21, 349 389 0 0 '. 0 0
C 16C30a1 6.032 0.89 1.42 1.717 1717 1522 2440 80 80 71 114
22Acpl' .. ` .j 0 989 27.40 0:00 171,7 160 4383 0 80 18 493 A
61 c) AED excursion 10 86
Envelope loss/gain 17210 13741 1880 1623
12 a) Infiltration 2907 994 331 113
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 5 1150 0 0
Appliances/other 2100 0
Subtotal (lines 6 to 13) 20117 17985 2211 1736
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 20117 17985 2211 1736
15 Duct loads 10% 15% 21121 2676 10% 15% 232 258
Total room load 22229 20661 2443 1995
Air required (cfm) 933 933 103 90
Calculations approved by ACCA to meet all sequisements of Manual S 8th Ed.
Ad- wright50fC Right -Suite® Universal 2013 13.0.01 RSU08373
2013-Oct-01 15:42:21
PaACCPk ..
ggins\Documents\Wrightsoft HVAC\HUNT CUSTOM. rup Calc = MJ8 Front Door faces: N
ge 1
Right-J@ Worksheet
Entire House
OWNER / BUILDER
1100 MAPLE AVENUE, SANFORD, FL 32771 Phone: 321 299-5977
Job: HUNT CUSTOM
Date: SEPT 30, 2013
By: TRICIA HIGGINS
1 Room name DINING GREAT ROOM
2 Exposed wall 12.0 ft 19.0 ft
3 Room height 9.0 It heat/cool 8.0 ft heat/cool
4 Room dimensions 1.0 x 137.0 ft 19.0 x 19.0 ft
5 Room area 137.0 ft2 361.0 ft2
Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load
number Btuh/ft2-*F) Btuh/ft2) or perimeter ft) Btuh) or perimeter it) Btuh)
Heat cool Gross N/PJS Heat cool Gross N/PJS Heat Cool
6 COWRI TEbEbb`K, u4j 6,73 6 N b d 1 152 63 . 0
4
TAR 0.320 8,§0 0 0 0 o
ENERGY SSTAR 6-1 8.90 0 0 0,- 6 31 0 27
qob, n - AQ:152 18.54 0 0 0 21 21 9i 389
11 V"CONCRETE BLOCK 0.243 e 6.73 6.29 0 a 0
Q
0 0 0 0 0
M15FWY STAR 0.320 e 8.86 24.717 0 0 01 0 0 0 0
CONCRETE BLOCK 0.243 6.73 6:29_, 108 67
0
452 b 0 0
eNefloy'STAR 0.320 s I§ N go 0 o . 0 0 0 0 0
ENERGY STAR 0320 9.02 41 37 362 368 0 0 o 0
CONCRETE BLOCK 0.243 w 6.73 6.29 0 0 0 0 0 0 0 0
W8WY STAR 0.320 w 3.86 24.77 0 0 0 0 0 0 0 0
P" 1213-0s 6.097 1_341', 11P, 304 1112 12 361' 1 97JIJw'. 16M 18-54 34§, 3 Bq 0
51316C30al0.032 0.89 1.42 137 137 121 195 361 361 320
2.2kc'pl.
A
27.40- 0.00 1137 12 329 0,-, 361 0
6 G) AED excursion 71 85
Envelope loss/gain 1917 1566 2438 1919
12 a) Infiltration 221 76 311 106
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 800
Subtotal Oines 6 to 13) 2138 1642 2749 2825
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 6 10
14 Subtotal 2138 1642 2755 2835
15 Duct loads 10% 15% 224 2441 10%.. 15% 289 422
Total room load 1 23621 18861 1 3044 3256
Air required (cfm) 99 85 128 147
Calculations approved by ACCA to meet all requirements of Manual 3 8th Ed.
Ff-+ wriightsaft- 2013-Oct-01 15*42 21
Right -Suite® Universal 2013 13.0.01 RSU08373 Page 2ACCKggins\Documents\Wrightsoft HVAC\HUNT CUSTOM. rup Calc=MJ8 Front Door faces: N
arrY A ` S" Right-J® Worksheet Job: HUNT CUSTOM
Entire House Date: SEPT 30, 2013
OWNER / BUILDER
By: TRICIA HIGGINS
1100 MAPLE AVENUE, SANFORD, FL 32771 Phone: 321 299-5977
1 Room name KITCHERN BED RM 4
2 Exposed wall 11.0 ft 14.0 ft
3 Room height 9.0 ft heat/cool 9.0 ft heat/cool
4 Room dimensions 11.0 x 11.0 ft 1.0 x 142.0 ft
5 Room area 121.0 ft2 142.0 ftz
TY Construction Ll-value Or HTM Area (ft Load Area (ft Load
number Btuh/ftz °F) Btuhlft2) or perimeter ft) Btuh) or perimeter ft) Btuh)
Heat Cool Gross I N/PJS Heat Cool Gross WP/S Heat Cool
6 CONCRETE BLOCK: 0,243 n 6.73 6 29 0 0 0' 0 0 0 0 0
ePJBWi ', STAR 0.320 n. 8:86 8;90 0 0 0. 0 0 0 0 0
ENERGY STAR 0320 n 8.86 8:90 0 0 0 0 0 0 0 0
fijo;
11 16.73
0 0 0, 0 0 i - 0 0
CONCRETEBLOCK 0.243 9 0 0 0 0 0 0 0
STAR a 24. 0 0 0 0 0 0 0 0
CONCRETE BLOCK 0.243 s 6.73 6.29 99 99 666 623 " 126 i 1111 747 699
eNSR BY STAR 0.320 s, 8.86 8.90 0 0 6 0 , 15 15 133 1.33
AR O. 320 8CONCRETEp00000BLOCK0.2433 w 6.73 6.229 0 p 0 0 0 0
@JNEMYSTAR 0.320 w. 8.86 24.77 0 0 0 0 0 0 0 0
P' 12B-0sw, ,` 0;097 2 69 1.76 0 0 0 0 0 0 0 0
11J0 0:600 n-. 16.62 48.540- 0 0. 0 0 0. 0 0
C " 16C30a1_ 0 89 1.42 121 121 107 172 142 142 126 202
F , 22Acpl , .:
0.032
0;969 27.40 ' .. 0.00 121 11 301 0 142 3 14 384 0
6 c)AED excursion 1-54 1 1 37
Envelope loss/gain 1075 741 1390 997
12 a) Infiltration 202 69 258 88
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 1 230
Applianceslother 1000 0
Subtotal (lines 6 to 13) 1277 1810 1647 1315
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 6 10
14 Subtotal 1277 1810 1653 1324
15
T
Duct loads 10% 15% 134 269 10% 15% 174 197
Total room load 1412 2079 1 1827 1521
Air required (cfm) 59 94 77 69
Calculations approved by ACCA to meet all fequisements of Manual S 8th Ed.
21
A_Zk " WPig itSOtFi Right -Suite@® Universal 2013 13.0.01 RSU08373 2013-Oct-01 15:age
ggins\Documents\Wrightsoft HVAC\HUNT CUSTOM. rup Calc = MJ8 Front Door faces: N
Page 3
Right-J® Worksheet
Entire House
OWNER / BUILDER
1100 MAPLE AVENUE, SANFORD, FL 32771 Phone: 321 299-5977
Job: HUNT CUSTOM
Date: SEPT 30, 2013
By: TRICIA HIGGINS
1 Room name BED RM 3 BED RM 2
2 Exposed wall 12.0 ft 28.0 ft
3 Room height 9.0 ft heat/cool 9.0 ft heat/cool
4 Room dimensions 1.0 x 144.0 It 1.0 x 167.0 ft
5 Room area 144.0 ft2 167.0 ft2
Ty Construction Ll-value Or HTM Area (ft Load Area (ft Load
number Btuh/ft? °F) Btuh/ft or perimeter ft) Btuh) or perimeter ft) Btuh)
Heat I Cool Gross N/P/S Heat Cool Gross WP/S Heat Cool
6 CONCRETE BLOCK 0.243 n 6 73 29 0 0 0 0 0 0 0 0
t(6Y STAR 320 n 8.86 90454 0 0" 0 0 0 0 0 0AltENERGYSTAR06001@Fl0n'. 16.62 0 0 0 0 0 0
11 VfCONCRETE BLOCK 0.243 a 6.73 6.29 0 0 0 0 0
0
0 0 0
@W61ROY STAR 0.3201 a 8.86 24.77 01 0 01 01 01 0 01 0
TE BLOCK 0.243 w 6.73 6.29 0 0 0 0
STAR , 0.320 w., 8.86 24.77 0 0 0 0
0.;60Q`n.' 16.62`; 18.54 0 0 0, 0._'--C;
0.032 0.89 1.42 144 144 128 205
0.00 144 12 329 0
6 c)AEDexcursion, 142 1 1 136
Envelope loss/gain 1215 881 2643 2236
12 a) Infiltration 221 76 515 176
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 1 230 1 230
Appliarices/other 300 0
Subtotal (lines 6 to 13) 1436 1487 3159 2642
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 21 33 17 26
14 Subtotal 1458 1520 3176 2669
15 Duct loads 10% 15°/6 153 226 10% 15% 333 397
Total room load 1611 1746 1 3509 3066
Air required (cfm) 68 79F 147 138
Calculations approved IY# ACCA to meet all segLkemmits of MWWA S 8tlh Ed.
At- -Fk- wreghtsaft 2013-Oct-01 15:42:21
Right -Suite® Universal 2013 13.0.01 RSU08373
gains\Documents\Wrightsoft HVAC\HUNT CUSTOM.rup Calc = MJ8 Front Door faces: N
Page 4
Right-M Worksheet
Entire House
OWNER / BUILDER
1100 MAPLE AVENUE, SANFORD, FL 32771 Phone: 321 299-5977
Job: HUNT CUSTOM
Date: SEPT 30, 2013
By: TRICIA HIGGINS
1 Room name H MASTER SUITE
2 Exposed wall 0 ft 31.0 ft
3 Room height 9.0 ft heat/cool 9.0 ft heat/cool
4 Room dimensions 4.0 x 25.0 ft 15.0 x 16.0 ft
5 Room area 100.0 ft2 240.0 ftz
Ty Construction U-value Or HTM Area (ft Load Area (ft Load
number Btuh/ft22F) Btuhift2) or perimeter ft) PBt h) or perimeter (ft) Btuh)
Heat cool Gross N/PIS Heat cool Gross N/JPIS Heat Cool
6 VJ_- CONCRETE BLOCK 0.243 0 0 0 0 144 114 767,
8WYSTAR-, 0 320 W, 8 w 0- 6 0 0 0 0
ENERGY AR - ST 0.320 886 8,60 0 0 0 30 0 266 267
D, 0.60 n 16 - o 0 0 , 0,:: o o
CONCRETE BLOCK C1.2.43 e' 6.73 6.29 a a a 0 0
L—-G eNSIMY STAR 0.320 e 8.86 24.77 0 0 0 0 0 0 0 0
CONCRETE BLOCK 0 b 6.73 6.9: 0 0 0000
enrwy:STAR 320 r: 986 8.'9b 0 0 0 0__ 0 0
ENERGY STAR',._ 0.320 9.02 0 0 6 10 0
CONCRETE BLOCK 0.243 w 6.73 6.29 0 0 0 135
0
120 W8 755
G WSITZY STAR 0.320 W 8.86 24.77 0 0 0 0 15 0 133 372
1213-0t T 2-169 11 76" Al 01 6. 6 6
lijo 0 6:62 18:54 0: 0 0 0 0
C 16C30al 0.032, 0.89 too 100 89 142 240 240 213 341
cp o gag,,",- 2 7.46:_-'A.00 to 0___ 0 r 2, -M. i 9 0
6, c)AED excursion 4 45
Envelope loss/gain 89, 138 30361 2498
12 a) Infiltration 0 0 5711 195
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 2 460
Appliances/other 0 0
Subtotal (lines 6 to 13) 89 138 3607 3153
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 89 138 15 24
14 Subtotal 0 0 3622 3177
15 Duct loads 4)G/6 0% 0 0 10% 15% 380 473
Total room load 0 0 1 4002 3649
Air required (cfm) 01 0 1
C-AculabomaMmerd bV ACCA to meet M TeWiTements 0 MamM 3 1M Ed.
Fk wrightsaft, 2013-Oct-01 15*42,21
Right -Suite@ Universal 2013 13.0.01 RSU08373 Page 5
ggins\Documents\Wrightsoft HVAC\HUNT CUSTOM, rup Calc=MJ8 FrontDoorlaces N
t1Yr°`,L'*y Right-J®Worksheet
Entire House
OWNER / BUILDER
1100 MAPLE AVENUE, SANFORD, FL 32771 Phone: 321 299-5977
Job: HUNT CUSTOM
Date: SEPT 30, 2013
By: TRICIA HIGGINS
1 Room name WIC M BATH
2 Exposed wall 5.0 It 10.0 ft
3 Room height 9.0 ft heat/cool 9.0 ft heat/cool
4
5
Room dimensions
Room area
15.0 x 5.0 ft
75.0 W
15.0 x 10.0 ft
150.0 ft2
Ty Construction U-value Or HTM Area (ft Load Area (ft2) Load
number Btuh/W °F) Btuh/ftl) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat j Cool 1 Gross I N/PIS Heat I Cool Gross I N/P/S Heat I Cool
6 CONCRETE BLOCK> 0.243 n - 6.73 6 29 45 45
WISIMY"STAR 0.320'1 8.86 8 9U 0 0-
ENERGY,STAR 3200 n ? 8.86 8 90 0 0
11J0 ' '; 0_600 n '.. 16.62 48.54 0 0
11 V+! CONCRETE BLOCK 0.243 a 6.73 6.29 0 0
W81MY STAR 0.320 a 8.86 24.77 0 0
BLOCK: 0243CONCRETE
GG @Pd61t Y-STAR 0.320 s 8.86 8.90 D 0
r=G ENERGYSTAR
CONCRETE BLOCK 0.243 w 6.73 6.29 0 0
@1W8WY STAR _ 0.320 W 8.86 24, 77 0 0
PII 126-0sw : 0;097 2.69 17 76 0 0...
D 11J0 - 0 600 n ' 16.62 18.54 0
C 1fi('.-3oal n m,) n RQ 1 d9 7S 75
01 0
0 0
61 c) AED excursion 1-12 1 1 25
Envelope loss/gain 506 378 1021 765
12 a) Infiltration 92 31 184 63
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal Qines 6 to 13) 598 409 1205 828
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 8 12 15 24
14 Subtotal 606 421 1221 852
15 Duct loads 10% 15% 64 63 10% 15% 128 127
Total room load 670 483 1 1349 979
Air required (cfm) 28 22 1 57 44
Calculations approved by ACCA to meet all requirements of Manual S 8th Ed.
wrigtrrisoft
Right -Suite® Universal 2013 13.0.01 RSU08373
2013-Oct-01 15
Page 6ACCAggins\Documents\Wrightsoft HVAC\HUNT CUSTOM. rup Calc = MJ8 Front Door faces: N
GARAGE
7" V
147 CfM
GREAT ROOM
4-
wl
28 cfm
4
M
cfm
I
V53
M
7114 X 14
Sheet I
6"
LAUIN
10311,
14'
DINING
99 cfm _
61
94 cfm
6
12'
933 d.
Ox C
BED RM 4
77 dmd.
V 4 8" ITT lox ic
BED RM 3
79 dM
MASTER SUITE
168 d'
BED RM 2
147 d.
Job#: HUNT CUSTOM
Performed by TRICIA HIGGINS for:
DONALD HUNT JR
901 ORANGE AVENUE
SANFORD, FL 32771
OWNER / BUILDER
1100 MAPLE AVENUE
SANFORD, FL 32771
Phone: 321 299-5977
Scale: 1 : 150
Page 1
Right -Suite@ Universal 2013
13.0.01 RSU08373
2013-Oct-02 09:21:58
Wrightsoft HVAC\HUNT CUSTOM....
Duct System Summary
Entire House
OWNER / BUILDER
110 MAPLE AVENUE, .-.
Pro e'ctlnf, rrn i In
For: DONALD HUNT JR
901 ORANGE AVENUE, SANFORD, FL 32771
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
1.00 in H2O
0.50 in H2O
0.50 in H2O
0.40 / 0.10 in H2O
0.300 in/100ft
933 cfm
364 ft
Job: HUNT CUSTOM
Date: SEPT 30, 2013
By: TRICIA HIGGINS
Cooling
1.00 in H2O
0.50 in H2O
0.50 in H2O
0.40 / 0.10 in H2O
0.300 in/100ft
933 cfm
Supply Bran'ch Detail Tabley
Name
Design
Btuh)
Htg
cfm)
Clg
cfm)
Design
FR
Diam
in)
H x W
in)
Duct
Matl
Actual
Ln (ft)
Ftg.Egv
Ln (ft) Trunk
LAUNDRY h 2443 103 90 0.300 6.0 0x0 VIFx 6.4 75.0
DINING h 2362 99 85 0.300 6.0 Ox 0 VIFx 27.3 150.0 st1
GREAT ROOM c 3245 128 147 0.300 7.0 Ox 0 VIFx 36.0 150.0 st1
KITCHERN c 2079 59 94 0.300 6.0 0x 0 VIFx 26.4 150.0 st1
BED RM 4 h 1820 76 68 0.300 5.0 Ox 0 VIFx 44.0 225.0 st2A
BED RM 3 c 1708 67 77 0.300 5.0 0x 0 VIFx 51.2 225.0 st2A
BED RM 2 h 3490 147 137 0.300 7.0 0x 0 VIFx 62.0 230.0 st2
H c 138 4 6 0.300 4.0 0x0 VIFx 0 0 st1
MASTER SUITE h 3985 167 164 0.300 7.0 Ox 0 VIFx 61.3 230.0 st2
wlc h 661 28 21 0.300 4.0 Ox 0 VIFx 55.0 225.0 st2
M BATH h 1273 53 39 0.300 5.0 Ox 0 VIFx 60.7 225.0 st2
B1 c 95 2 4 0.300 4.0 0x 0 VIFx 52.4 225.0 st2
Trunk Htg Clg Design Veloc Diam H x W duct
Name Type cfm) cfm) FR fpm) in) in) Material Trunk
st1 Peak AVF 830 843 0.300 788 14.0 0 x 0 VinlFlx
st2 Peak AVF 541 511 0.300 688 12.0 0 x 0 VinlFlx st1
st2A Peak AVF 0 0 0.300 0 0 0 x 0 VinlFlx st2
wrightsoft Right -Suite® Universal 2013 13.0.01 RSU08373
ggins\Documents\Wrightsoft HVAC\HUNT CUSTOM.rup Calc = MJ8 Front Door faces: N
2013-Oct-02 09:21:32
Page 1
Name
Grill
Size (in)
Htg
cfm)
Clg
cfm)
TEL
ft)
Design
FIR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rb1 Ox 0 933 933 72.0 0.200 668 16.0 Ox 0 VIFx
wrightsoft' Right -Suite® Universal 201313.0.01 RSU08373
ggins\Documerds\Wrightsoft HVACW UNT CUSTOM.rup Cale = MJ8 Front Door faces: N
2013-Oct-02 09:21:32
Page 2
w
PERMIT 1y az
ITW Building Components Group, Inc
2400 Lake Orange Drive suite 150 Orlando FL 32837
Florida Engineering Certificate of Authorization Number: 0 278
Florida Certificate of Product Approval # FL 1999
Page I of I Document ID:IV06408-Z2004080804
Truss Fabricator: Accu-Span Truss Company
Job Identification: 6184-/Hunt Res Jill in later -- * * (6184-/Hunt Res -F i I
Truss Count: 13
Model code: Florida Building Code 2010
Truss Criteria: FBC201ORes/TP I -2007 (STD)
Engineering Software: Alpine Software,Version 13.01.
Structural Engineer of Record: The identity of the structural FOR did not exist as of
Address: the seal date per section 61G15-31.003(5a) of the FAC
Minimum Design Loads: Roof - 37.0 PSF @ 1.25 Duration
Floor - N/A
Wind - 140 MPH ASCE 7-10 -Closed
Notes:
1. Determination as to the suitability of these truss components for the
structure is the responsibility of the building designer/engineer of
record, as defined in ANSI/TPI 1
2. The drawing date shown on this index sheet must match the date shown
on the individual truss component drawing.
3. As shown on attached drawings; the drawing nunber is preceded by: HCUSR408
Details: 14015EC1-GBLLETIN-
Ref Description Drawing# Date
1 67109--AO1 13277097`_10/04/13
2 67110--AO2 13277098 10/04/13
3 67111--AO3 13277099 10/04/13
4 67112--AO4 13277100 10/04/13,
5 67113-405 13277101 10/04/113:
6 67114-406 13277102 10/04/13 `
7 67115-401 13277103 10/04/13
8 67116-,-B02 13277104 10/09/13 .
1` 67117--HJ7 13277105 10/04/13
10 67118--EJ7 13277106 10/04/13
11 67119--CJ5 13277107 10/04/13
12 67120--CJ3 13277108 10/04/13
13 67121--CJ1 13277109 10/04/13
Ely,
Mn {22839
in I'pt OF
w
zoRio.
S At
WalterP. Finn
Truss Design Engineer-
1950 Marley Drive
Haines City, FL 33844
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
6184-/Hunt Res -Fill in later -- ** - A01)
Top chord 2x4 SP_#2_Dense _13B
Bot chord 2x4 SP_#1_Dense _13B
Webs 2x4 SP_#3_136
Lumber grades designated with "136" use design values approved 1/30/2013
by ALSC
Truss passed check for 20 psf additional bottom chord live load in areas
with 42"-high x 24"-wide clearance.
MWFRS loads based on trusses located at least 15.00 ft. from roof edge
140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TIC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
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
factor for dead load is 1.50.
4X6(R) III
aA'f = 0^1=
3X6 (A1) 4X6(A2)
30-0-0 Over 2 Supports
R=1278 U=0 W=8" (8" min.)
RL=131/-131
Design Crit: FBC201ORes/TPI-2007(STD)
PLT TYP. 20 Gauge HS,Wave FT/RT=20%(0%)/10(0) 19
WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI
IMPORTANT** FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS.
Tru r n9 an hipPlbg ng_
follow a of BCSI (Building Componnne Safocy Informaeion, by TPI a d WTCA) nbpraciiccstlpraiorscotlperformingcsnns. Inscallor 1 r—itic cnmporary
UbIess no a o[M1erwis cop c sh a properly a[ ccural sh ing a dlboc
ang.
I
all M1 a propbrlyoa rtligidac Loc ac ion scs or"permannnc laeor 1 rest
sha — bracing _. 1—dpper BCSI ...[ions B3. B7 or BIG, as applicable.
ALPINE ITW Bu Ing G up (ITWBCG) s 1 noe p for any o h
y f o u M1 ANSI/TPI M1 ntl1-1.
b _ g o s.
d
Applyp a c a c uss p- s shown a
onAcsungsr
D un R I6OA Z and Pl_ P. b. s s
nai oftlprofnscl
nI
IT Buildin Components Group ne. 8 P P
OFIH d0 FL; 32837
FL COA #0 278
rnpa gc lu incs[ tl ing,
d
ing in nr ingccCeaneetlosponsibitlcyosclyfslgnrs ,Thee. y a sign any s
osponsiblllcy of chc euinq Deslgnum per ANSI/TP111 Secn2,usFor mo .formation sec: cTM1is
general n s page; ITW-8CG lcwbcq.c : TPI www.cp,nsc.org; WTCA sbc intluscry.com:
1cc www. sa n org
r
No. 22839
QR?
0.••
a
INA,Ll
R=1279 U=0 W=8" (8" min.)
10 FL/-/6/-/-/R/
TC LL 20.0 PSF
TIC DL 7.0 PSF
BC DL 10.0 PSF
I BC LL 0.0 PSF
TOT.LD. 37.0 PSF
DUR.FAC. 1.25
SPACING 24.0"
Scale=.25"/Ft
REF R408-- 67109
DATE 10/04/13
DRW HCUSR408 13277097
HC-ENG DR/WPF
SEQN- 535002
FROM TH
JREF- 1V064O8_Z2O
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
6184-/Hunt Res -Fill in later -- , ** - A02)
Top chord 2x4 SP_#2_Dense _13B
Bot chord 2x4 SP_#1_Dense _13B
Webs 2x4 SP_#3_13B
Lumber grades designated with "136" use design values approved 1/30/2013
by ALSC
Truss passed check for 20 psf additional bottom chord live load in areas
with 42"-high x 24"-wide clearance.
MWFRS loads based on trusses located at least 15.00 ft. from roof edge
4X6
4X6(A2)
140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
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
factor for dead load is 1.50.
3X6(A1)
1-4-
I, 15-0-0 15-0-0 ,I
j 30-0-0 Over 2 Supports I
R=1277 U=0 W=8" (8" min.) >
i
R=1194 U=0 W=8" (8" min.)
P.
Design Cr i t : FBC201 ORes/TPI -2007 (STD) gr'•.•.•''••.• / / OPLTTYP. 20 Gau e HS,Wave FT/RT=20%(O%)/10(0) :11 FL/-/6/-/-/R/- Scale=.25"/Ft.
WARNING"" READ AND FOLLOW ALL NOTES ON THIS SHEET! IC LL 20.0 PSFIMPORTANT— FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. / // : g REF R408 — — 67110
Trusses requiro ow creme care in fabricating. M1an°ling, sM1ipping, instal ing an° r .ing. for c • d O. l 2$sY • cgsf.11bw .M1 tli.inn of SCSI (Bulltling Component Safacy Infprma.inn,Iby TPI — WTCA) .a
F 8/ V TIC DL 7.0 PSF DATE 1 0/04/ 1 3
oope r forming . se ns. Installers s I provitl. ...P..... b ing . CS'.
DM1lo1. n o.M1.rwi. .ap SM1 o properly at tr ctlral =M1 inn a 7a' BC DL 10.0 PSF DRW HCUSR408 13277098aM1apraporlyo... h— rlgi°acelll lnq. LocationscsM1ownlforupermanentalaccr I .... m w P.
sball h.— br.c ing inscallotl per SCSI sections 83. B7 or B10, as applicable. *
nALPINEnotanytl ..inn 'dig TE V BC LL 0.0 PSF HC-ENG DR/WPFITWBuildingComponencsGroupInc. (ITWDCG) s II espons b or evi r cr
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THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
6184-/Hunt Res -Fill in later -- ** - A03)
Top chord 2x4 SP_#2_Dense _13B
Bot chord 2x4 SP_#2_Dense _13B
Webs 2x4 SP_#3_1313
Lumber grades designated with "136" use design values approved 1/30/2013
by ALSC
In lieu of structural panels use purlins to brace all flat TC @ 24" OC.
Deflection meets L/240 live and L/180 total load. Creep increase factor
for dead load is 1.50.
4X6(R) Ill
140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Bottom chord checked for 10.00 psf non -concurrent live load.
MWFRS loads based on trusses located at least 7.50 ft. from roof edge.
5X6
A4 Ill 3 A 0 = '"""" eA4 III
4X6(A9R) = 3X4 = 3X6(A1)
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J
R=1207 U=148 W=8" (8" min.)
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2 39 .
REF R408 — — 67111
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general n s page; ITW-BCG: www.l beg.eom: TPI: www.[pinse.arg; WTCA: www`sbeinausery.com; ,O, R -
SPACING 24.0 " J REF — 1 V06408 Z20FLCOA#0278 ICC: www,laaaara.arg —
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
6184-/Hunt Res -Fill in later -- , ** - A04)
Top chord 2x4 SP_#2_Dense _13B
Bot chord 2x4 SP_#1_Dense _13B
Webs 2x4 SP_#3_136
Lumber grades designated with "136" use design values approved 1/30/2013
by ALSC
In lieu of structural panels use purlins to brace all flat TIC @ 24" OC.
Deflection meets L/240 live and L/180 total load. Creep increase factor
for dead load is 1.50.
4X6(A2)
140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TIC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Bottom chord checked for 10.00 psf non -concurrent live load.
MWFRS loads based on trusses located at least 7.50 ft. from roof edge
4X6(R) %
3X4=
4X6(R) N
30-0-0 Over 2 Supports
8-0-0
3X6(A1)
1-4-
n—n I
R=1207 U=149 W=8" (8" min.) R=1207 U=149 W=8" (8" min.)
RL=102/-102
Design Cr i t : FBC201 ORes/TPI - 2007 (STD) '•\CE NS'• ••• J j i
PLT TYP. Wave FT/RT=20°k(0°h)/10(0) 3. C..0725.00 '•'C1T FL/-/6/-/-/R/- Scale=.25"/Ft.
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bracing b r.=aca. Applyrpla to pa fan pf t — antl pnaitipn a= sM1pwn abo a antl nn' . TOT. LD . 37.0 PSF SEQN - 534949
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cne responsibility of cne Building Designer por ANSI/TPI 1 Soc.2.0 For .... informetlon so TM1isujob /(
Orlwido FL, 32837 general n page: ITW-BCG: www. twbcg.com; TPI: www. tpinsc.mrg: WTCA: www.sbc Intl.. y .
FLCOA#0278 ICC:www,io safe.org `
ryCe" SPACING 24.0" JREF- 1V06408_Z200/04/2013
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
6184-/Hunt Res -Fill in later -- , — - A05)
Top chord 2x4 SP_#2_Dense _13B
Bot chord 2x4 SP_#2_Dense _13B
Webs 2x4 SP_#3_1313
Lumber grades designated with "136" use design values approved 1/30/2013
by ALSC
In lieu of structural panels use purlins to brace all flat TC @ 24" OC.
Deflection meets L/240 live and L/180 total load. Creep increase factor
for dead load is 1.50.
140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Bottom chord checked for 10.00 psf non -concurrent live load.
MWFRS loads based on trusses located at least 7.50 ft. from roof edge
5X6 = 2X4 III 5X6=
JAY = JAU = JAY =
3X8(63) = 3X6(A1)
1-4-
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FL, 32837 a:
po siblllty anlely fdr t„e design sown. TM1e'"stability and — of 7 sign f r any sponsib —
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THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
6184-/Hunt Res -Fill in later -- , ** - AI
Top chord 2x4 SP_#2_Dense_13B :T2 2x4 SP_#1_Dense_13B:
Bot chord 2x4 SP_#1_Dense_13B
Webs 2x4 SP #3 13B
Lumber grades designated with "13B" use design values approved 1/30/2013
by ALSC
1 hip supports 7-0-0 jacks with no webs.
Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-4-0 overhang. End
jacks have 7-0-0 setback with 0-0-0 cant and 1-4-0 overhang. Right side
jacks have 7-0-0 setback with 0-0-0 cant and 1-4-0 overhang.
6X8 = 3X4 = 2X4 III
140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
In lieu of structural panels use pur]ins to brace all flat TC @ 24"
OC.
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
101 W3X4 1.25 R 1.25
181 W3X4 2.75 R 1.25
3X4 = 6X8
5
T2
5 F__
2X4111 3X4[10] = 3X8= 3X4[18] = 2X4111 \
4X12(67R) = 4X1O(B3)
SS0312
1-4- 1-4-
I, 7-0-0 ,I_ 16-0-0 _I, 7-0-0 ,I
LE 30-0-0 Over 2 Supports I
R=2341 U=278 W=8" (8" min.) Fl R=2341 U=278 W=8" (8" min.)
s F(
Design Crit: FBC201ORes/TPI-2007(STD) :
aa''``CC(+';;.Ib G
PLT TYP. 18 Gauge HS,Wave FT/RT=20%(O%)/10(0) d.6.0725. T 2 FL/—/6/—/—/R/— Scale=.25"/Ft.
ALP I NE
r Buildin Corn onents Grou nC. e a a
T13nd0 FL, 32837
FL COA #0 278
WARNING"" READ AND FOLLOW ALL NOTES ON THIS SHEET!
IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS.
T,ws a in fabri[at anal a1 n r e
fol w c c I est cdccion oTrSCSI (Suiieing Componen[ Safety Inca rmacion.iby TPldantl WTCA) f sr
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s 11 bavo bracing installed per SCSI sec[ions S3, BT or B10.nas applicable.
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the rosponsibilicy of chc Building[Wesigner por ANSI/TPI 1 Sec.2.0 For mar ii, nation se tTM1i s`jogeneraln , page; ITV,-SCG wwv.1 bcg.com: TPI: wsw.cpins —g; WTCA: www dus[ry.<ou:
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REF R408 — — 67114
DATE 10/04/13
DRW r+eusaaoa 13277102
HC—ENG DR/WPF
S EQN — 534956
FROM TH
J REF — 1 V06408 Z20
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
6184-/Hunt Res -Fill in later -- , ** - B01)
Top chord 2x4 SP_#2_Dense _13B 140 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 "1313" use design values approved 1/30/2013 Wind loads and reactions based on MWFRS with additional C&C member
by ALSC design.
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.
4X6
3X4(A1) = 3X4(A1)
1-4-03f
R=806 U=100 W=8" (8" min.)
RL=92/-92
19-4-0 Over 2 Supports
1
1 -4-Oj
R=806 U=100 W=8" (8" min.)
Design Cr i t : FBC201 ORes/TPI -2007 (STD) C ;``•'" jj44ff ((++',,•.;dAA"-4
PLT TYP. Wave FT/RT=20%(0%)/10(0) 1 1'.l3 725'00 ••• Q 2 FL/-/6/-/-/R/- Scale=.375"/Ft.
ALP I NE
1 Buildin Com onentsGrou ne. a p {)
Orlando FL, 32837
FL COA #0 278
WARNING READ AND FOLLOW ALL NOTES ON THIS SHEET
IMPORTANT FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTgLLERS •
Trussc r ing. M1an°ling. s ping. Instal ing an r cing. 0 9ntlfollow < c IaCesc eE clon o/ BCHI (Bu ntlaing Component Safa<ypinforna<ian.'by TPld- WTCA) f `
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ITW 11"1—n Co aGr.0 In=. ITWBDG a not b1a for a ia<i.n m °i 'rog sponencs p ( ) sM1 II rosponsi any d fro
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bracing of Cruses. Apply plates c. e;; 1, fat. or t — antl poeinian ., —1 .b.— and .n t".
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10.0 PSF
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37.0 PSF
1 .25
24. 0 "
REF R408 — — 67115
DATE 1 0/04/1 3
DRW rleusaaoe 13277103
HC-ENG DR/WPF
S EQN — 534993
FROM TH
J RE F - 1 V06408 Z20
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
6184-/Hunt Res -Fill in later -- , ** - B02)
Top chord 2x4 SP_#2_Dense _13B
Bot chord 2x4 SP_#2_Dense_13B
Webs 2x4 SP #3 13B
Lumber grades designated with "1313" use design values approved 1/30/2013
by ALSC
See DWGS A14015ENC100212 & GBLLETIN0212 for more requirements.
Deflection meets L/240 live and L/180 total load. Creep increase factor
for dead load is 1.50.
4X6
140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Bottom chord checked for 10.00 psf non -concurrent live load.
2X4(A1) = 5X6 = 2X4(A1)
L,1-4-0>1 L,::1 -4-Oj
I, 9-8-0 _1_ 9-8-0 J
19-4-0 Over Continuous Support
R=83 PLF U=10 PLF W=19-4-0
RL=5/-5 PLF n
Note: All Plates Are 2X4 Except As Shown.
r•.••••,••
Design Cr i t: FBC2010Res /TP I -2007 (STD) • (:f '•.•'6/G PLT
TYP. Wave FT/RT=20%(O%)/10(0) 1 . 1•. . 72 700 ••. 1 FL/-/6/-/-/R/- Scale=.37511/Ft. ALP
I NE IT
Buildin Com onenW Grou nc. 0 % P Orlando
FL 32837 FL
COA #0 278 WARNING-'
READ AND FOLLOW ALL NOTES ON THIS SHEET! • IMPORTANT"
FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. • Tlussns
regauira c ... In fa racing, handling, snipping, instal ing an r ting. a and foIowcbaIcostoaleanofrBCSI (Building Component Safoty Informacion,l
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7.0 PSF 1.
25 24.
0 " REF
R408 - - 67116 DATE
1 0/04 / 1 3 DRW
HeusRaoa 13277104 HC-
ENG DR/WPF S
EQN - 5 34998 FROM
TH J
REF - 1 V06408 Z20
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
b-164-/Hunt Has -rill In later - - HJ/
Top chord 2x4 SP_#2_Dense _13B
Bot chord 2x4 SP_#2_Dense _13B
Webs 2x4 SP_#3_13B
Lumber grades designated with "13B" use design values approved 1/30/2013
by ALSC
Deflection meets L/240 live and L/180 total load. Creep increase factor
for dead load is 1.50.
0-4-1
2X4(A1)
I1-10-10-3 J
3.54 F-
140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC
DL=5.0 psf..GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
Hipjack supports 7-0-0 setback jacks with no webs.
Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord.
Provide ( 3 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord.
2X4
10-11-5
R=151 U=60 (1. m n.)
3-2 13
8-0-0
R=415 U=3 (1.5" mi .)
3X4
9-10-1 Over 3 Supports
R=395 U=58 W=10.564" (10.564" min.)
Design Crit: FBC201ORes/TPI-2007(STDA00 M .•/ {
PLT TYP. Wave FT/RT=20%(O%)/10(0) 2 •. :4 FL/-/6/-/-/R/- Scale=.5"/Ft. wl-';jxg
ALP I NE
IT Building Components Group nC.
Orlando FL 32837
FL COA Q 278
WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET!
IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS.
requ;re e c m fabrwacing, M1entll ng, snipping. instal ,ng an r sing. ems? ntlTrasa. - - - - - follow cM1c I s FrBC51 (Bu;ltl;ng Component Safety Informecion.
l
by TPI — WTCA)
p racticos prior cocparfa rming t sc n_. Inscallors —11 pro emporory bracing B SI
Unless n othcrwis top chop sna c5properly at aahatl ttra«°el`sh Ing aallhavoaproperlyaceachetlreigltlceilaing. Locations`sM1awn Tor permanent aaterol rest ra we.s
ing inscellee per BCSI sections 63. BT or 810. as applicable. shITW Bo oi°ing Components Group Inc. (1TWBCG) s a not be espons;ble for any ° scion fro M1 sig
any failu o u the c — m conformance w chIANSI/TPlrt, or for ing, shipping, la •j
mg o!e s1° A,plyrplatcs to cat f o of c ass antl position asasM1own abovo antl o [
Octails, un s occtl r Refer co awing sr160A-Z for s artl plate positions. nA sI-gs'his tl ing,°cntli cepcance `o f°professienal engineering
c
rowing or ..... respons;bil Ry°solely for`chc ticsign mown. ITM1ocsuccaelllty and sc of csign for any s rue
lity of cha Builtling Ob—O .. per ANSI/TPI 1 Scc.2.a For m r information s . `This
chc responn ssibiage; ITgeneralpW-BCG: www,ic.b_ tom: TPI: www.tpinsc.org: WTCA: www-bc mtlustry.com,
CC www. . .arg
No. 22;
yyyj
TE OF Q
i_J I•
R w
TIC LL 20.0 PSF
TIC DL 7.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT. LD . 37.0 PSF
REF R408 - - 67117
DATE 1 0/04/ 1 3
DRW HCUSR408 13277105
HC - ENG DR/WPF
S EQN - 534872
DU R . FAC . 1.25 FROM TH
SPAC I NG 2 4 .0 " J RE F - 1 V06408 Z20
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
6184-/Hunt Res -Fill in later -- , ** - EJ7)
Top chord 2x4 SP_#2_Dense _13B
Bot chord 2x4 SP_#2_Dense_13B
Lumber grades designated with "136" use design values approved 1/30/2013
by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
MWFRS loads based on 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(0.162"x3.5"), toe nailed at Bot chord.
2X4(A1)
140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TIC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
mA10-11-9
R=167 U=48 (1. n.)
3-2-1
8-0-0
R=126 U=0 (1.5" mi .)
L- 1-4-0-
7-0-0 Over 3 Supports
R=357 U=36 W=8" (8" min.)
RL=78/-20IR
Design Cr i t : FBC201 ORes/TPI -2007 (STD) P r•'•'
y••.. !/
PLT TYP. Wave FT/RT=20%(O%))10(0) _` 1w 25.••'•. :18 FL/-/6/-/-/R/- Scale=.5"/Ft.
WARNING'" READ AND FOLLOW ALL NOTES ON THIS SHEET! ' TIC LL 20 .O PSF "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS.
e p
REF R408 — — 67118
asaa. reeu;re .... In fabricaU ng, banal;ng. shipping, ;nstal ing an g. n ena N pw .42P3W _ TC DL 7.0 PSF DATE 1 0/04/ 1 3o1BCSI (13- — ng Component Safaty Informetion,
l
by TPlaa eaWTCA) ec,
practical priors cb P. forming c se funce;ons, Installers sM1a I p-1- temporary^br ing I.w
UM1Ie's n otM1crwis top 1M1 sha a properly at ached aataral aM1 Inc a r gC DL 10.0 PSF DRW Heusaaoa 1sznlosaM1avcaeproparlyouccchewrigis .ailing. Locations`shown for permanent alacar I rest w s
shall M1avo bracing inscalleU par SCSI sections 63. BT or B10, as applicab lb.
ALPINE ITW Bulle;ng CompononcsaGroup Inc (ITWBICG) s a not be responsible any d alatlan r hs,,o E OF Q
BC LL 0.0 PSF HC - ENG DR/WPF
any fail o uiltl eM1a a uss in con Pormaneo w eM1 IANSI/Tpl t, or for M1antlling, sM1 1pping,fln _, ytIingoIus. ApplyrPI.- to ca f a of t ss antl position a c / TOT. LD . 37.0 PSF S EQN - 78273Decalls, u es ocaa ocM1 rwisa Re fo r`co awingsrt60A-Z for scanCara place pos icions.o^A s "
BUII(/In Componentsonenta Grou nC. '^U or^ varnpage lis Iryq as is era oWg.olntl icaucs accepcanne ofaproofe sslonal enginecri^9 ar '` 8 P P rosponsibilicyssolaly fort a sign s TM10 , tability a d f a Caalgn far any , be '
V * = 0 R 1 ' t DU R . FAC . 1.25 FROM TH
th.esponsib Ilty of cM1c Bui ""g Oaslgncr per ANSI/TPI 1 Sec .2.0 Far mot nPormatlbn see: `This r Orlando FL, 32837 general n slpag.: W-BCG: — Icwbcg.tom: TPI: www.cpinsc.org: WTGA: www.sbc inaustry.com: p t LN` SPACING 24.0" JREF- 1V06408 Z20FLCOA#0278 Ice: www.l«sara.arg —
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
6184-/Hunt Res -Fill in later -- , ** - CJ5)
Top chord 2x4 SP_#2_Dense _13B
Bot chord 2x4 SP_#2_Dense_13B
Lumber grades designated with "138" use design values approved 1/30/2013
by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
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.
2X4(A1)
140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
4-10-1-9
R=115 U=33 (1. " miPn.)
2- -1
R=88 U=0 (1.5" min. 8-
0-0 1-
4-0-3-J 5-
0-0 Over 3 Supports — R=
286 U=32 W=8" (8" min.) RL=
59 Design
Cr i t: FBC201 ORes/TPI -2007 (STDAwl. PLTTYP. Wave FT/RT=20%(0%)/10(0) '•.17,0V8 FL/-/6/-/-/R/- Scale=.5"/Ft. WARNING"
READ AND FOLLOW ALL NOTES ON THIS SHEET! go TC LL 20 . 0 PSF IMPORTANT-
FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. ( A
n RE
F R408 — — 6711 9 T
iusso. rogau;re extreme care in fabricating, nantlli-ng. sM1ipping, instal ;ng antl racing. for c j• U N O- l 2839 fbl
ow c 1 to tlicion of SCSI (Duiltling Component S—ty Infnrma[ion.lby TPI a C WTCA) safe, • W ...FFF YYY TC DL 7 . 0 PSF DATE 1 0/04/ 1 3 pract;
cesopr;ors toeperfor,n;n. [„ sc f n.. Inscallo s s„all Pfov;dc tempo r arynb— mg r BC 51 1 UM1I".
ne[tltl at„nrwise [oP [M1nra .„a''`nI ' "Pony at....h ral 11, at„ing a et .6PW g 7
BC DL 10.0 PSF DRW HCUSR408 13277107 aM1aveaproperlyoccZrig;tl co;l;ng,P Locations sM1own for permanantc lac — re sera Te W s„
all „avo bracing inscalloe per BCSI socc;ons B3. BT or 010. as applicable. ALPINE
n aPio 'j F BC LL 0.0 PSF HC-ENG DR/WPF ITWBuilOingComponencsGroupInc. (ITWBCG) s II a ba responsible for any Gev; n fro i;g j any
failure c ild — c uss in confo an h ANSI/TPI 1, or for „anGling, s„ipping, in rW ,/ ing
of t a. ApplyrPrates to eat f awe t — antl Pes;tion a, s„ewn above a t TOT. LD . 37 .0 PSF S EQN — 78274 Do[
ails, s ocetl o _is Refer to aw;ngsr 160A-2 for s Oore place posici ns.onA s ••• ..• tlracingorncovernpegc1ingc„is Grawing.tll ntl;cates acceptance of profasslonal enginecr;ng n
G
ITBuildingComponentsGroupnC. respons;b;,;cy so lcly folr`c„c tics;gn s„own. TM1c su;tability and sc of sign for any s ru c •.. >.• • ` OUR. FAC . 1 . 25 FROM TH espons
ibilicy of c„c Builtling Dcs;gncr per ANSI/TPI 1 Sac. 2.0 For m n see: `T„;s -/+- • •• Orlando
FL, 32837 g e a1 n 5 page: ITW-BCG: www.lcwbcg.com; TPI www.cpinsc.org; WTCA: www.sbc mtlustry.com: JVAb. SPAC I NG 2 4 . 0 " J REF - 1 V06408 Z20 FLCOA #0 278 cG www, lc« erg Wy_ — —
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
6184-/Hunt Res -Fill in later -- , ** - CJ3)
Top chord 2x4 SP_#2_Dense _13B
Bot chord 2x4 SP_#2_Dense_13B
Lumber grades designated with "136" use design values approved 1/30/2013
by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
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.
2X4(A1)
140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
9
R=58 0=17 (1.5' mi .) -
3-9
1- -1
R=49 U=0 (1.5" min.
8-0-0
1 -4-0->J
E3-0-0 Over 3 Supportij
R=220 U=29 W=8" (8" min.)
RL=40 Tit py
Design Cr i t : FBC2010Res/TPI -2007 (STD) `•.'"MM•.•%/
yw
PLT TYP. Wave FT/RT=20%(O%)/10(0) ?•!6`7' Y:8 FL/-/6/-/-/R/- Scale=.5"/Ft.
WARNING** READ AND FOLLOW ALL NOTES ON THIS SHEET! i % TIC LL 20.0 PSFIMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. REF R408 - - 67120
uss<. ragaui re catr am< care in fobr ing, handling, shIPPing, inscol ing antl r cing. or c9 an . / yfBCSI (building Component Safoty InformaUon.lby TPI anC WTCA) sa
L V TIC DL 7.0 PSF DATE 10/04 / 1 3
p racxices`priorsco`per I'll ing c .. Inscalla pravitlo temporary b ing r BCSi7
on In is n atncrwis tap <
gid ^<
havespropnrly a< <taral =h ing a m , r BC DL 10.0 PSF DRW HCUSR408 13277108ahevb`a properly ace chetl`rigitlacci mg. Location s`sM1own for permanen[ iacernl rest w4bs
ing insta n ctl per BCSI saccions BO. BT or B4O, as applic • ff BC LL 0.0 PSF HC - ENG DR/WPFALPINEshITWBuialtlingCw.panancs Group In<. (ITWBCG) s a noc Do asponsibl aareany doviacion r !I TE aF r ,,
any fail ild cnc c uss in <onfo ancc thIAN51/TPI r1 or for handling, snips ie .fin
c/
f0. ing nI`e os es. Applyrplams eb ea h facawof c ss and Pasitfun a t „^/Jy/Ra 'y TOT . LD . 37.0 PSF S EQN - 78277Dctalls, unless deed och r.isc, Rorarc co rawingsr 160A-2 for stI. — Id p„ata pos lclans.`nA s
1 auIllnoiCom onentsGrou ne.
drawing ar C.— pagv l is -g th— nr.—g.
tl
ndiaauica.-Pt.— ore I, — ideal ang fnaar ing a •••
a 6,Q •.• p p esp.n bIli,y so v y fort sign s . Thb s y a s of c gn r any s R • DU R. FAC . 1.25 FROM THhaa
Orlando FL, 32837
th< rasponsi bility of env Building Dasigner por ANSI/TPI 1 Sae.2. For more information seo: Tbi •••w••••+
ganoral
natal pag ITW-BCG: www.lewbcg.00m; TPI: www.cpinsc.org; WTCA: www.sbcindusery.eom: , , l S 1 y SPACING 24 . 0 " J RE F - 1 V06408_Z20 FL
COA #0 278 Icc: www. i<cxarv.org Jl rAL V
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
b11:14-/Hunt Res -hill in later -- '" - GJ1)
Top chord 2x4 SP_#2_Dense_13B
Bot chord 2x4 SP_#2_Dense_13B
Lumber grades designated with "136" use design values approved 1/30/2013
by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord.
Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord.
5 r—
2X4(A1)
R=-35 Rw=21 U=29 (1.5" min.)
140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
0
8-5-9
9 1 R=8 Rw=14 U=9 (1.5" min.)
T__T_
0
1-4-0->J
1-0-0 Uer 3 S pports
R=199 U=49 W=8" (8" min.)
RL=21
Design Cr i t: FBC2010Res/TPI -2007 (STD) .r"""'••.• `4
PLT TYP. Wave FT/RT=20°/D(0°h)/10(0) '< . Y:8 FL/-/6/-/-/R/- Scale=.5"/Ft.
WARNING"' READ AND FOLLOW ALL NOTES ON THIS SHEET! i % TIC LL 20 . O PS FIMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. REF R408 - - 67121
I lus... .
Irene car. in fabr anal' nipping, ins<.I .ng antl c.ng. .r O• /89 • r.nulre ` bf DGSI (BuildlmgnConp.-t Safoty Informacion.'by TPI a o WTCA) safeWgjan L TC DL 7 .0 PSF DATE 1 0/04/ 1 3 p
racocwi s`pri. rs co`p.rfo rming. ch sc f ns. Installers shall provide c.nporarynb ing r BCSI Dnless`nocetl bcberwise mp churn sM1au l nave Properly a< a.M1.d .<r.«.r.l .M1 a ing a m r. BC DL 10.0 PSF DRW HCUSR408 13277109 ball
have a properly ac<acM1etl rigitl ceiling. Loc scion a<sM1own for permanen<`la<ernl rest w4bs ing
inscall.d per BCSI ...[ions B3, BT or B10, as applicable. • M1TW
Buiod oacC. Grou In<. (ITWBCG I not bo r eviacion r ! i EE6 C ' BC LL 0.0 PSF HC-ENG DR/WPF ALPINEgmp.n.nts p ..P.n..bla P. any dr Q anyfailriltlcM1. c uss in conformance wiltM1 ANSI/TPI 1, or for M1antlling, sM1ipping, In <ni$_tl , ingof`< u s. Applyrplaes <. .aeM1 f . . < uss end position as shown above a ^Yf
TOT.
LID. 3 7.0 PSF S EQN - 78282 Details,
un s oteG o rw.s.. R.— co raw. ngsr 160A-2 for s antler- plat. pos.cl....`.Ats I. draw
ing or v r page I .ng cM1is drawing,tlintlica<.. amep canto of pra Pess Tonal engineering L/Vv/ . DU
R . FAC . 1.25 FROM TH ITBuildingComponentsLro.. r..p—in.Lutycs.lely I., th. as.gn 1h.wn. Th. snit.b.l lty and u.e . sign r.r any s r. •` esponsibil.
cy of cbo Bu.lding Designer per AN51/TPI 1 Sec.2. Forfm r ormaclon soo: cTb. ••' .. R
1 Orlando
FL, 32837 g . al n . page: ITW-BCG: www, cwbc9.con; TPI: www.<pins c.org: WTCA: www.sbein.usery.con: FLcoaa0278
ICO: wwV..°==,af. , i-MONAL` SPACING 24.0" JREF- 1V06408_Z20
CabIC- S t U d Re inforcergent Detail
ASCE 7-10! 140 mph Mnd Speed, 15' Mean Height, Encloseol, Exposure C, Kzt = 1,00
Ch 120 npn Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
EL-120 nph Wind Speed, 15' Mean Height, Enclosed, Exposure F), Kz-t = 1.00
Clr: 100 moh Wind Speed, 15' Mean HeiUht, Portiolly Enclosed, Exposure D. Kzt = 1.00
2x4 Brace 1) lx.4 "I_" Drroce a: 1) 2x4 "L' Brace ;x 2) 2x4 "L' Broce x.1 1) 2x6 "I_" Brace - 2) 2.6 "L" Brace -
Goble Vertical No
Group A Group B Group A Group B Group A Group B Group A Group B Group A Group BSpacingSpeciesGradeBraces
41 / 112 4' 3" 7' 3" 7' 7" 8' 7" 8' II" 10' 3" 10, 8" 13, 6" 14' 0" 14' 0" 14' 0" SF 113 4' 1" 6' 7" 7' 1" 8' 6" 8' 10" 10, 1" 10, 6" 13, 4" 13' 10" 14' 0" 14, 0"
Q) U HF Stud 4' 1' 7' 2" 7' 5" 8' 6" 8' ]0" 10, 1" 10, 6" 13' 4" 13' 10' 14' 0' 14' 0'
0 Standard 4' 1' 6' 11" 7' S' 8' 6" 8' 10" 10' 1' 10, 6' 13, 4" 13' 10' 14' 0' 14' 0'
J it 4' 4" 7' 4" 7' 7" B' 8" 9' 0" 10, 3" 10, 8" 13' 7° 14, 0" 14' 0" 14, 0"
SP it 2 4' 3" 7' 3" 7' 7" - 8' 7" 8' 11, 10' 3' 10, 8" 13' 6" 14' 0" 14' 0" 14' 0"
It 4' 1' 5' II' 6' 4" 7' 11" 8' 5" l 10' 1' 10' 6" 12' 5" 13' 3' 14' 0' 14' U'
S F L Stud 4' 1" 5' 1]" 6' 4" 7' 11" 8' S" 10' 1" IO' 6" 12' S° I3' 3" 14' 0" 14' 0"
Standard 3' 11" 5' 2" 5' 5" 6' 10" 7' 4` 9' 3" 9' 11" 10, 9" 1, 6" 14, 0" 14, 0"
U 1:11 / 112 4' 11" 8' 4" 8' 8" 9' 10" 10' 3" 11' a, 12' 2" 14' 0" 14, 0' 14, 0" 14' 0'
J f F 43 4' 8" 8' 1" 8' 8' 9' 8` 10, 1" 11' 7" 12, ]" 14, 0' 14' 0' 14' 0' 14' 0'
U F Stud 4' 8" 8' 2' 8' 6" 9' 8' 10' 1" 11' 7" 12' 1" 14, 0" 14, 0' 14, 0" 14' 0"
07 0 Standard 4' 8" 8' 2" 8' 6" 9' 8" 10' 1" 11' 7" 12' 1" 14, 0" 14, 0" 14, 0" 14, 0"
it 5' 0" 8' 5" 8' 8" 9' 1]" 10' 3' 11' 9" 12' 3" 14' 0" 14' 0' 14, 0" 14' 0"
S P 42 4' 11" 8' 4" 8' 8" 9' 10" 10' 3" 11' 8" 12' 2" 14' 0' 14' 0' 14, 0" 14' 0"
3 4' 7' 3" 7' 9" l 9' 8" 10, 1' 11' 7" 12' 1" 14' 0" 14' 0" 14, 0" 14' 0"
QJ 3 F L Stud 4' 7' 3" 7' 1) 9' 8" 10' 1" 11' 7" 12, 1" 14' 0' 14' 0' 14' 0" 14' 0"
Standard 4' 8" 6' 3" 6' 8" I 8' 5' 8' w 11' 4" 12' 1' 13' 2" 14' 0' 14' 0" 14' 0"
h1 / tt2 5' 5" 9' 2" 9' 6" l 10' to- I1' 3' 11' 8" 13' 5" 14, 0" 14' 0' 14' 0" 14' 0-
S P F 113 5' 1" 9' 0" 9' 4" 10, 8" 1, 1" 12' 9" 13, 3" 14, 0" 14, 0" 14' 0" 14' 0'
U 1-1Stud 5' 1' 9' 0" 9' 4" 10, 8' I), 1" 12, 9" 13, 3" 14' 0" 14' 0" 14, 0" 14, 0'
O Standard 5' 1' 9' 0" 9' 4" 10, 8' 11' 1" 12' 9" 13' 3" 14' 0' 14, 0' 14, 0' 14, 0'
d
5' 6" 9' 3" 9' 7" 10' II" 4" 12' 11' 13' 6" 14' 0" 14' 0" 14, 0" 14, 0"
SP It 5' S" 9' 2" g' 6" 10' 10" ll' 3" 12' ]t" 13' S" 14' 0" lA' 0" 14' 0" 14' 0"
3 5' i" 8' 4" 8' 11" 10' 8' 11' 1" 12' 9" 13, 3" 14' 0" 14' 0" 14, 0" 14, 0'
UL Stud 5' 1' 8' 4" 8' il" to, 8" 11' 1" 12' 9" 13, 3" 14' 0" 14' 0' 14' 0' 14, 0'
Standard 5' 7' 3" 7' 9" 9' 8" _ 10' 4" 12' 9" 13' 3" 14' 0" 14' 0" 14, 0" 14, 0"
3ymn K: lL
Goble Truss
Diagonal broce option: -
vertical Lngth may be
doubT
led
na 'hencliagolar.
are ', u=_ed. Cnn-cl Clio
gol'lal 'prole FOi 4501 eo /
C, ieachMend. a:" Brot_e P,4
DF-L 112 or bete- dlogonol -
p V ertilnl
length shown brace; single in ,auc
above, or double cut 181 R-1 1450 (as
shown) of L _l_ upper and.
r Connect
diogonal
at l qf •1 midpoint of
verticol WP6 lip, Refer to chart ak rq M u p®ES• WARNINGI,, READ
AND FOLLOW ALL NOTES ON TNIS DRAWING'. I h1POPTANI:•.:
CUF.'NISH IHIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. rrus :es
rep i n r b g, h dl' J sh U 9 .lall'ny and a g. Refek t doNO.
22839 Tn/ fallow
the
to t f BCSI (B y C p t 1 ,y il iion, by 1PI 1 WT u fr:
pr
Jet
ens pr i p r g hNs- f t II h II p v'de tE nporor, h -iny Unles noted
atht rw se, 1.1 e_hord Y II h e'I pc rlyh'ndChart Shall hJVeoproly {t - 1 'Ud tg. L pn5 hJwn f p- P t I lerJl rof webs shall hovebra[ 1 d 1 BCSI t H3 Ni nr B10 ipl oI Applyoch i of {russoN 't b1 on the I(int Dato'Is unless noted TE OFBuilding Components Group Inc. rg160-Z . pl p it IlW D I'll-
C p t 1. p II t b bl r ny t' o f th drb I. it t f '{h ANSI/T PI I, F ha ndl' g hppl 1 Ilo i'A t J 3
p y I ty thi d g nd' i occePon •.,.•ORi ... or p F o l
q g p bl ty ly f th d g. h Fh 'tnb'1'ty d us d g y i 'h
1 t f '1 D Id
l 0 -g p ANSI/l PI I Sec 2.e y_`-,w_[1C M/
t•!
Earth City, MO 63045 f -
nr r e u
J g i not t g d h web V U'narA `iY'R_ I, WDCC, w w.itbcgcoy,; Tfl w ".to g' T-A. v ,'b"',d"try.a g; ISE x o re.( 9 t h. Bracing Group Species
and Grades
Group A S ruce-Pine-
Fir Hem -
Fir ttl / tt2 Standard N2 Stud
u3 Stud 43 Standard Douglas
Fir-Lorch Southern Pine....
tt3 Ec, stud Standard St
Group
BHem -
Fir t11
8 Btr
tit Douglas
Fir-Lorch Southern
Pine.'..
H] ql 92 d2 lx4
Braces shall
be SRB (
Stress -Rated Board). w For Ix4 So. Pine
use only Industrial 55 or Industrial 45 Stress -Rated Boards.
Group B values may be used with
these rades. Gable Truss Detail Notes: Wind
Load deflection criterion is
L/240. Provide uplift connections For 55
plf over continuous bearing (5 psf TC
Dead Load). Goble end supports load From
4' 0' outin.ke- with 2' 0' overhong, or
12' plywood overhang. So. Pine lumber design values
bused an the ALSC _lonuory, 2012 rulin
Attach 'L' braces with 10d ((
T128'x3.0' min) roils. h For (1) 'L' brace:
space nods at 2' oo.' n 18' end zones and
4' cc, between zones. iB YW[`or (2) 'L"
braces' space roils of 3' cc in IS' end zones and
6" o.c, between zones. L" bracing must be o
minimum of 80% of web member length. Gable Vertical Plate
Sizes Vertical
Length Na Splice Refer
to common truss design
for peak, splice, and heel plates.
P.e Fer to the
Building Designer for conditions not addressed by this detoil.
REF ASCE7-10-GAB14015 DATE
2114112 DR W G
A14015ENC100212 Less
than 4' 0' 1X4
or 2X3 Greater than 4' 0', but
less than Il' 6" 25X4
Greo they than li'
6"
3x4 MAX. T[IT. LD. 60
PSF MAX. SPACING 24.0"
Let -in Verticals Gable Truss Plote Sizes
ppropriote ITW gable detail for
e sizes for vertical studs.
Engineered truss design for peak,
b, and heel plates.
vertical plates overlap, use a
to that covers the total area of
lapped plates to span the web,
2X4
2X4 *:X2
Provide connections for uplift specified on the engineered truss design.
Attach each 'T' reinforcing member with
E-nd Driven Nails -
10d Common (O.IgB"x 3.",min) Nails at 4" cc. plus
4) nulls in the 'top a.nd bottom chords.
Rigid Sheothinq foenoted Nails'
IOd Common (0.148"x3",min) Toenails a', 4" cc. plus
4 NnBs X X(4) 'toenails in the top and hot ton chords.
1
this de -tail to be used with the appropriate 1TW gable detail for ASCE
Reinr orcinq wind load.
14ember ASCE 7-98 Cable Detail Drawings
A13015980109, A12015980109, A11015980109, A10015980109,
A13030980109, A12030980109, A11030980109, A10030980109
f,a bl Non-, ASCE 7-1 Gable Detail Drawings
Spaced At A13015020109, A12015020109, A11015020109, A10015020109, A14015020109,
4 o.c.
A13030020109, A12030020109, A11030020109, A10030020109, A14030020109
ASCE 7-05 Goble Detail Drawings
A13015050109, A12015050109, A11015050109, A10015050109, A14015050109,
A13030050109, A12030050109, A11030050109, A10030050109, A14030050109
ASCE 7-10 Gable Detail Drawings
A11515ENC100212, A12015ENC100212, A14015ENC100212, A16015ENC100212,
A18015ENC100212, A20015ENC100212, A20015END1002I , NEI 2,
4 Nails _ A11530ENC100212, A12030ENC100212, A14030ENCIOn -` 'l 30Epy g lug
A18030ENC100212, 420030LNC100212, A20030E(,' _, y, I, 30/'F DIO
See appropriate ITW gabt2 detail for mo ximum
IBcp
L4 a r•r _ AJaP.
Nlnlcl:.. REAI) AND IW FOLI-ALL NUILS ON lidI F.'AwlNal D•i IMI^
ORT ANT++ fUP-Nl li IS DRAWING III ALL CONTknCIORS INCLUDING III[ INi1'ALLERS. j • /// / ol
i
h y, h d' y yh UU'nc;, 'nw.tall y roc ny Pefe to wn NO.2 /8 4Q IInfllVItdlvfBCSIIBIdyC. p t S etiy Inforno l' by IF'[ d WTLAJ r 'e i ` VY
I
V IVl p t' t II ss
all
proud 't. / b 'nq F BCSI. h
11 h p U- ly ii n d stru t I sI-. ih' g nd b T c101hIIrpOplytlhly'd 1 g. L t' h n r F t I t o1 t t o
1b II n b r II p BCSI t H3 37 BIO, { 1 D bl ApI ly pl t \ e -
nr
t d p , n to J t Be fs i.nle s t-d ath v •. •,•,• ^•. Building
Components Group Inc. e re dr L I60A Z t a I.1 t 1 t' ` t OF I1W
B Id',g E p nt l p I 11 - he spono'hl nny 1 t' F ih' d,- • f
I bw ld t ( r 't /aN$I/TPI I f h ndl g hl F'ng t II t b
q t 1 tV' d g p I I' tiq nG d g 'nG t c Ft • R p f
y g I bl y ly r 'h d y V T t bilty d of `••••• `•Q d f
y t t ih r I -bl ly r t. B Id' g D e p ANSPINI I S c. S A V lli, Earth City, MO 63046 r t
e ww j S 1d n„t Nwwr S d t1, CC it- w, orQ1YY` IIWBCG w.w.,twbcg car„ iPI n 1p n q, W7CP .oc-ndvst y.org, [CC: vw:Cc o e. VW h.
T'
Reinforcement
Attachment Detail T' Reinforcing '
T' Reinforcing Member Member
Toe -nail -
Or - End -moil To convert
fro, 'L' to 'T' reinforcing members, multiply 'T'
increase by tength (based on appropriate ITW
gable detail). Maximum allowable '
T" reinforced gable vertical length is
14' from top to bottom chord, T' reinforcing
member material must match size, specie, and
grode of the 'L' reinforcing member. eb Length
Increase w/ "T" Brace X. Example
ASCE
7-
10 Wind Speed = 120 mph lean Roof
Height = 30 Ft, Kzt = 1.00 Gable Vertical =
24'o.c SP #3 T" Reinforcing
Member Size = 2x4 T' Brace
Increase (From Above) = 30% = 1.30 1) 2x4 '
L" Brace Length = 8' 7' Maximum "T"
Reinforced Goble Vertical Length 1.30
x 8' 7' = 11' 2' T' Reinf,
MbrSIZE T"
Increase MAX.
TOT.
LD.
60 PSF DUR, FAC. ANY
MAX. SPACING 24.
0" REF LET -IN
VERT DATE 2116112 DRWG
GBLLETIN0212
Ck EA
NOV 0 Z013 PERK
NOV 0grip
N _ - -- IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIISIOICCOUN
fu.vtws ' Atu:A! Oic.)K.t BUILDING DI VISION
Product Approval Form
Address N e Q L/c Permit # 0010E
Product approval information can be obtained at the following sources: http://www.floridabuilding.org,
http://www.miamidade.gov/buildingcode OR directly from the manufacturer.
The following information must be available on the jobsite for inspections:
1. This entire product approval form, stamped as "Reviewed" by Seminole County Plans Examiner.
2. A copy of the manufacturer's installation details and requirements for each product.
Fill in blank .
MANUFACTURERTYPE
1 SEEM
SINGLE HUNG
WINDOWS =s t 3 ai.
DOUBLE HUNG.
HORIZONTAL SLIDING_-
ate
Ai
I '
OTHER.COMPONENTS E_ngineered{Lumber Hurn ne; SFiutters, l.intels,'etc.. Yam
1101 EAST FIRST STREET SANFORD FL 32771-1468 PHONE (407) 665-7050 FAX (407) 665-7486
Olver'Lion eh
WINDOWS*DOORS`
n.n Andersen i'(-)rnp(:)r,y
I SILVERLINE DRIVE, NORTH BRUNS WICK, NJ 08902
SERIES 2100 - MODEL 2111
EXTRUDE® VINYL
SINGLE HUNG WINDOW
W1 FLANGE
NON -IMPACT'
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 2010 Florida Building Code
FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ),
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to
base material shall be beyond wail dressing or stucco.
3. When used in areas requiring wind bome debris protection this product is required to be
protected with an Impact resistant covering that complies with Section 1609.1.2 of the FBC.
4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for
2x buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further engineering
analysis by a licensed engineer or registered architect.
TABLE OF CONTENTS
SHEET# DESCRIPTION
I Typical elevation, design pressures & general notes
2 Horizontal & verfical cross sections
3 Buck &frame anchoring
4 Blil of materials, glazing detail & components
3
62
53.25' MAX. OVERALL FLANGE WIDTH
52.00 MAX. OVERALL FRAME WIDTH
Q E O
I
O O
11
X
I
rVlk iCLrf%6f7L F fM(A }4I SI1 fxiCkSLJRCASM;
d`
D tit 1+151C91y D}M8 St01t":, pIMYSfS V,',,,,:, x, PC7 f71i<n:tfL Gkj1W';c;'
37.25" x 63.25" 36.00" x 62.00" 31.69" x 28.0W
GI
50,0 50,0
46.25" x 63.25" 45.00" x 62.00" 40.69" x 28.00" 40.0 40,0
53.25" x 74.25" 52.00" x 73.00" 47.69" x 33,50" 30,0 30.0
ro. BY., KV
X. BY, LFS
AMNO NO.:
FL-14911.16
rEr _L Of 4
WINDOWS
rLl-'
11-- 1H911,11D
24 ° 27
aT
a T7
25 23 " a
1 26
ze j
26 22
1
9
22
1 EXTERIOR
G1
INTERIOR
SEE
X EXTERIOR
GI
INTERIOR 11 NOTE 10 SEE
T
NOTE I
3 VERMAL CROSS SEMON 14
2 R.",/1XSub-buck 8
J OU
12
2
3
4 18
7
NOTE:
1. LOCATE OPERATING SASH LOCKS 7S 16
23 FROM EACH END OF THE ACTIVE 6
26 MEETING RAIL FASTEN WITH 12) #8 x 31,C z
17 SELF TAPPING SCREWS.
2. LOCATE SASH KEEPER 6S FROM EACH 20
7 Gl
INTERIOR
END OF THE MEETING RAIL FASTEN 19 rx
a
WITH (2) #6 x 3/4' SCREWS.
26
2
z
b
m1
24 a DAM 10 24 11 zEXTERIOR
25 1 22 . a 27 acne N.T.S.
1-1 X MIN. d' a .
EMB.TYP. .
DW& Br. KV mm
1 HORIZONTAL CROSS SEC11ON 2
a«. m LFS 3
VUnCAL CROSS SECTION ommvm m:
m
2 2 FL-14911.16 c
2 W10
W/ 2X BUCK 23
INSTALLATION4
WI IX BUCK 34
INSTALLATION
TYP
IE
ANC .. ... ........ rA AN C.E: AMEW
111 ....... 2 r
GILL OF MATERIALS
REM I DESCRIPRON MATERIAL
I EXTRUDED PVC MAIN FRAME #52-2611 PVC
2 EXTRUDED PVC SILL #52-2613' PVC
3 EXTRUDED PVC GLAZING BEAD INTERLOCK #52-3557' PVC
4 EXTRUDED PVC MEETING RAIL #52-2907• PVC
5 EXTRUDED PVC TOP RAIL #52-2908' PVC
6 EXTRUDED PVC BOTTOM UFT RAIL #52-2949' PVC
7 EXTRUDED PVC STOP PVC
8 EXTRUDED PVC GLAZING BEAD KEEPER #52-2317' PVC
9 1 EXTRUDED PVC GLAZING BEAD ERT. & HORT. #52-2217' PVC
10 OPERABLE SASH LOCK
11 SASH KEEPER STEEL
12 FIXED MEETING RAIL REINFORCEMENT #51-2919 STEEL
14 LOCK RAIL REINFORCEMENT #51-2821 STEEL
16 WINDOW SCREEN
17 WEATHERSTRIP PILE W/FIN .187 x .270, LOCK RAIL & SASH ULTRAFAB
18 WEATHERSTRIP PILE W/FIN .187 x .230, FIXED MEETING RAIL ULTRAFAB
19 WEATHERSTRIP PILE W/FIN .187 x .150, SILL ULTRAFAB
20 WEATHERSTRIP VINYL BULB .187" x .375' 0 AMESBURY
22 GLAZING COMPOUND (DOW # 1199 SILICONE
23 10 X 2" PPH SMS STEEL
24 1/4" X 2-3/4" ELCO OR TTW CONCRETE SCREW STEEL
25 2X BUCK SG >= 0.55 WOOD
26 1/4" MAX. SHIM SPACE
27 MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE
29 1X BUCK WOOD
30 INTERCEPT SPACER STEEL
Irit AYPKVYtU YYP91t KMu PVG tAIMUK CAIKUSIUNS WK WINUVWS AKt IV Bt PRODUCED
BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS".
u
O
1 EXTRUDED PVC MEETING RA t
5/8" OVERALL
GLASS
1/B'ANNEALED
AIR SPACE
1/8" ANNEALED
0
ow —f---1
t-.'y RUDED PVC GLIANG LEAD
cl
n
0.79'
1
a EXTRUDED PVC GLAZMIG BEAD
Keeper
to
O
9 EXTRUDED PVC GLAZING BEAD
o
oz
c O.o48"
124T4 I TMEEAMGRAII einlacementRerltarcemenl1
E cm_rvc Tnr RAn 0.
91" j L
Lp(
ivil 0064
FAM -.
cct u_ utr O
M t '—
Z r6.
W. KV oc
m: LFS wrw
ws FL-
14917.16 w
4 or
71 3/8" MAX. FRAME WIDTH
35 3/4" MAX. 26 1/4" MAX.
PANEL WIDTH D.L.O. WIDTH
9 1/2", MAX. 17 1/2" MAX. 9 1/2" MAX.
O.C. TYP.
A
7 1/2" MAX.
17" MAX.
O,C. TYP.
76 5/8"
d MAX.
PANEL
HEIGHT
66 1/8" 79 1/2"
o
MAX.
D.L.O.
HEIGHT
MAX.
FRAME
HEIGHT
38 7/8"
7 1/2" MAX.
GLIDING TWO PANEL PATIO DOOR
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
f50PSF NONE
TABLE OF CONTENTS
SHEET NO. DESCRIPTION
1 ELEVATION, ANCHORING LAYOUT AND NOTES
2 INSTALLATION DETAILS
3 COMPONENTS, GLAZING DETAIL AND HARDWARE
REVISIONS
DESCRIPTION DATE I APPROVED
REVISED PER NEW TESTING 08/17/11 1 R.L.
NOTES:
1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
COMPLY WITH REQUIREMENTS OF FLORIDA BUILDING CODE.
2) WOOD FRAMING OPENING TO BE DESIGNED AND ANCHORED TO
PROPERLY TRANSFER ALL LOADS TO STRUCTURE. WOOD FRAMING
OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER
OF RECORD.
4) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS
PRODUCT IN WIND BORNE DEBRIS REGIONS.
5) UNITS MUST BE GLAZED PER ASTM E1300 WITH 1/8" TEMPERED IGU
MINIMUM.
6) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN
OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR
Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
7) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD
BEARING SHIM, SHIM WHERE SPACE OF 1/16" OR GREATER
OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
8) FOR ANCHORING HEAD AND JAMBS INTO 2X BUCK OR WOOD
FRAMING USE #12 WOOD SCREW OF SUFFICIENT LENGTH TO
ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ANCHORING LAYOUT AND INSTALLATION
DETAILS.
9) ALL FASTENERS TO BE CORROSION RESISTANT.
10) INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED
ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES:
A. WOOD - G=0.42 MINIMUM SPECIFIC GRAVITY
11) FRAME JAMB AND HEAD MATERIAL: CO -EXTRUDED PVC FOAM 3/4"
THICK.
12) FRAME SILL MATERIAL: CO -EXTRUDED PVC FOAM 1 1/32" THICK.
13) DOOR PANEL MATERIAL: PVC COMPOSITE FOAM WITH AN
EXTRUDED PVC SKIN .031" THICK.
14) APPROVED CONFIGURATIONS: XO, OX.
SIGNED: 09/19Ml I
NAN YasasLNORTHICooPCORP. USA Rllto,i
LEAST HOUSTON,
TX 77029 GENS':4+% GLIDING
TWO PANEL PATIO DOOR o 5 ELEVATION,
ANCHORING LAYOUT AND NOTES rip • TAT OF i'
cFS'CORIDV DRAWN: DWG NO. REV G 08s0E0990FAS/Ok*A1114N\\ SCALENTSDATE08/19/10 3
EXTERIOR FINISH
BY OTHERS
2X BUCK/WOOD FRAMING
BY OTHERS, 2X BUCK TO
BE PROPERLY SECURED
BACKER ROD
AND SEALANT
INTERIOR FINISH
BY OTHERS
1 1/4" MIN.
EME3EDMENT
7,77 1/4" MAX.
SHIM
7.': 1 1 iA uu1
EME
INTERIOR FINE
BY OTHE
INTERIOR #12 WO(
SCRI
2X BUCK/WOOD FRAMING
BY OTHERS, 2X BUCK TO
BE PROPERLY SECURED
EXTERIOR FINISH
BY OTHERS
SILL TO BE SET IN
FULL LENGTH BED OF
APPROVED STRUCTURAL
SEALANT
tp
VERTICAL CROSS SECTION
2X BUCKIWOOD FRAMING
1 /A" 1AAV
REVISIONS
REV DESCRIPTION DATE I APPROVED
A I REVISED PER NEW TESTING 08/17/11 1 R.L.
HORIZONTAL CROSS SECTION
2X BUCK/WOOD FRAMING
NAN YA PLASTICS CORP. USA
8989 NORTH LOOP EAST
HOUSTON, TX 77029
GLIDING TWO PANEL PATIO DOOR
71 3/8" x 79 1/2"
INSTALLATION DETAILS
DRAWN: DWG NO.
TJH 08-01099
SCA1E NTS JDATE 08/19/10 SHEEf2 OF 3
OENs."9s
0 61 •*=
O TAT_ __
SS ONAj1E G\.
5 3/4"
T--
1 9/16 UEl 1 7/8
5 3/4" FRAME HEAD AND JAMB
CO -EXTRUDED PVC FOAM .75" THICK
4 3/4" -
i—
1 7/8"
19/32" 13
4 3/4" GLIDING SILL
CO -EXTRUDED PVC FOAM
1.032" THICK
4 3/4"
1 3/4"
4 3/4" STILE AND TOP RAIL
PVC COMPOSITE FOAM WITH
031 " THICK EXTRUDED PVC SKIN
6 5/B"
1 3/4"
6 5/8" BOTTOM RAIL
PVC COMPOSITE FOAM WITH
031 " THICK EXTRUDED PVC SKIN
3 3/32" --{ I
15/16"
THRESHOLD
EXTRUDED ALUMINUM 6063-T6.059" THICK
1 17/32"
19/32'
t
SCREEN RAIL
EXTRUDED ALUMINUM 6063-76.059" THICK
4
25/
7—
32'
I
FRAME FIN
EXTRUDED RIGID PVC.051"THICK
J-
29/32"
5/8"
1 "GLAZING BEAD
EXTRUDED RIGID PVC .039" THICK
i.
PANEL BOTTOM RAIL
REINFORCEMENT
PINE
1 1/4"
1 1 /32„
PANEL STILE
REINFORCEMENT
PINE
3/4"
JAMB
REINFORCEMENT
PINE
1 1s/1s"
3/4"
MEETING STILE INTERLOCK
CO -EXTRUDED PVC FOAM .75' THICK
A. ADJUSTABLE ROLLER (2) PER ACTIVE PANEL
B. FLUSH BOLT WITH KEEPER (1) TOP OF ACTIVE PANEL
C. SINGLE LOCKING SYSTEM WITH KEEPER (1) PER ACTIVE PANEL
D. GLIDING HANDLE SET (1) PER ACTIVE PANEL
REVISIONS
REV DESCRIPTION DATE I APPROVED
A REVISED PER NEW TESTING 08/17/11 1 R.L.
1"
INTERIOR
EXTERIOR STEEL
SPACER
3/8" BITE
SYSTEM
DOW CORNING 1199
SILICONE
GLAZING DETAIL
NAN YA PLASTICS CORP. USA
8989 NORTH LOOP EAST
HOUSTON, TX 77029
GLIDING TWO PANEL PATIO DOOR
71 3/8" x 79 1/2"
COMPONENTS, GLAZING DETAIL AND HARDWARE
TJH 08-01099
NTS I DATE 08/19/10 ISHEET3 OF 3
J\
S Rl11C102///.
r,•*\CENSFgiP
O'. TAT 7,t
Z0R10:
ss 0NA 11E\G
1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO
COMPLY WITH THE CURRENT IRC AND FLORIDA
BUILDING CODE (FBC) BASED ON THE SIGNED AND
SEALED DATE. PRODUCT HAS BEEN TESTED TO
ASTM E330-02. E331-00, E283-04, E1886.05, E1998-05b
8 AAMA 1304-02. WINO ZONE (WD) RATING - 4
2. 2X AND IX WOOD BUCKS BY OTHERS, MUST BE
ANCHORED PROPERLY TO TRANSFER LOADS
TO THE STRUCTURE.
3. PRODUCT ANCHORS SHALL BE AS LISTED AND
SPACED AS SHOWN ON DETAILS. ANCHOR
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND
WALL DRESSING OR STUCCO.
4, DESIGNED PRESSURE RATING SEE TABLE 1, PAGE 1.
5. SCALE BASED ON 11x17 SHEET SIZE.
6. ALL 1X & 2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER.
7. PRODUCT HAS NOT BEEN RATED FOR WATER
INFILTRATION. IF AUTHORITY HAVING JURISDICTION
REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,
PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION
PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH)
RATIn a nH I FNr:T$4lnH HFIr.HT IC 1 n
FACE SHEETS: THE FACE SHEETS ARE GLUED TO
THE CORE AND SUBSTRATE WITH LMC ADHESIVE
CORE DESIGN: THE CORE CONSISTS OF 1.1.25 POUND
DENSITY EXPANDED POLYSTYRENE (EPS). .
PANEL CONSTRUCTION: EACH DOOR PANEL IS
CONSTRUCTED FROM TWO SHEETS OF 25-GAUGE (.01 B' MIN)
GALVANIZED STEEL, THE FACE SHEETS ARE BENT 90' OVER
THE 1.688' X 1.0' LNL (LAMINATED VENEER LUMBER) $TILES
AND TOP RAIL. THE AVERAGE MINIMUM YIELD STRENGTH OF
25 GA SHEET METAL SKIN IS 38,400 psi. THE 1.688`X7.203'
BOTTOM RAIL CONSISTS OF ROLLED -FORMED GALVANIZED
25-GAUGE (.018- MIN) STEEL. THE WOOD LOCK BLOCK IS
1.688` X 3 118' X 12'.
FRAME CONSTRUCTION: THE FRAME JAMBS AND HEAD ARE
CONSTRUCTED OF FINGER JOINTED PINE. THE INSWING
SILL IS COMPRISED OF COMPOSITE MATERIAL WITH
ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT
THRESHOLD. THE OUTSWWG SILL IS COMPRISED OF
COMPOSITE MATERIAL. WITH ALUMINUM CLADDING. TOP
CORNERS ARE COPED, BUTTED, SEALED USING SILICONE
AND FASTENED USING FOUR 16 GA, 7116' X 2` LONG
STAPLES PER TOP CORNER. BOTTOM CORNERS ARE
COPED, BUTTED, SEALED USING SILICONE AND FASTENED
USING THREE 16 GA. 7116' X 2' LONG STAPLES PER BOTTOM
CORNER. ALL FRAME JOINERY ARE SEALED AT THE
EXTERIOR USING DOW 1199 SILICONE.
37 112- MAX
OVERALL FRAME WIDTH
35 314' MAX.
I^ PANEL WIDTH
wx
2
Qa
2
SINGLE UNIT (X)
INSWING IMPACT)
NOTE:
1- ALL VIEWS FROM INTERIOR,
2- MASONRY AND CONCRETE CONSTRUCTION.
TABLE I
DESIGN PRESSURE RATING
DESIGN PRESSURE RATING:
SINGLE DOOR ONLY
INSWING
POSITIVE 150
NEGATIVE 50
OUTSWiNG POSITIVE 50
NEGATIVE 50 ttt litiff
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DESCRIPTION
STEEL DOOR PANEL. $KIN MATERIAL (25
A•525 COMMERCIAL QUALITY 0018' MIN.
I145WING VINYL!OOORtiOTTOM SWEEP
CORNER PADS 21, LOC!TO THE BOT
SETTING ON TOP OF THE SILL. BEHIND T
NOTE 1; IX MAYBE UTILIZED AS AN OPTION AS LONG
EMBEDMENT DEPTH, INTO MASONRY, CONq
IS MAINTAINED. .`
NOTE 2: OPTIONALLY, ANCHOR CAN BE PLACED IN4)
OR JAMB
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IX MAYBE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR EMBEDMENT
DEPTH, INTO MASONRY, CONCRETE, OR WOOD, IS
MAINTAINED. 2.
OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD
OR JAMB AS LONG AS MIN. EDGE DISTANCE IS MAINTAINED. 3.
TAPCON SPACING BETWEEN ANCHORS SAME AS WOOD SCREW
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WOOD FRAME INSTALLATION
SCALE: 3"=1'4O')
Reviewed By.
Date Review
37 112" MAX
OVERALL FRAME
y JOTM
35 3W, MAX.
PANEL WIDTH
EXTERIOR VIEW)
SINGLE UNIT (X,
OUTSWING IMPACT
SCALE: V2*=1'-0')
NOTE 1: 1X MAY BE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR
EMBEDMENT DEPTH, INTO MASONRY, CONCRETE, OR WOOD,
IS MAJNTAINED,
NOTE 2: OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD
OR JAMB
NOTE 3: MASONRY AND CONCRET__,.qQM7RUCTION-
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A_ IS MAINTAINED.
2 2, OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OFT
I MAX14' - / HEAD OR JAMB AS LONG AS MIN. EDGE DISTANCE IS MAINTAINED.
SHIMMK. 1 2 3 3. TAPCON SPACING SETWEE S SAME AS WOODNAWMPO,
SEE DETAIL A SCREW CONFIGURATI ",N
1,
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OPTIONAL MASONRY AND CONCRETE INSTALLATION 140 0 NONE
DwG nr-LUSBECKEHEADERSFORHERSANDJAMBS4SEENOTE2 & 3, THIS PAGE 11,4 6 lz
STATE OF S. FREY
S.— RE.
PE.ft W01
OR , O'S' 0'_ JW152009
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Certification No.: Moir
Reviewed By:
61— Date Reviewed: .k
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1 - USE N10 WOOD INSTALLATION SCREW W/ 1.50' MIN. EMBEDMENT
WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS.
2 - USE 116' ITW TAPCON ANCHOR Wi 1 114' MIN. EMBED.
WHEN INSTALLING INTO CONCRETElMASONRY SUBSTRATE AT SIDELITE SILLS.
DETAIL -A 3 - SCREW AND TAPCON ANCHORS CAN BE EMBEDED IN EITHER THE 1 1/4' OR
SCALE: 6' =P-0' 314' THICK PORTION OF THE JAMB AS LONG AS THE SUBSTRATE EMBEDMENT
IS MAINTAINED,
C RRNER DETAIL AT HEAD Ci f EETAIL AT SILL
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Addendum to NAM1
Ccrlftation No.: 1 i ^ -41 I I_
Reviewed By:
R? ie
NOTE
DETAIL - E
LATCH & DEADBOLT
STRIKE PLATES
NOTES:
1 -ANCHOR SPACING FOR BOTH INSWING d OUTSWING.
2- ONLY 2 STAe+ABBrP$RGRRNER AT SILL FOR OUTSWING. Spy
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SCALE: 6" =t'-0" SCALE: 6" ad'-0" 3
O BUTTLE: 6" =1'!VG'-0' Vy'l2 GA, STEEL SCA
i6
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11116"
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STILE TOP
RAIL HINGE
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15 LAMINATED VENEER LUMBER(LVL) SCALE:
6" =7'•O" 3
1/8' M&
76F14MGTED PINE SCALE:
6" =V-0" q AFCQ OUTSWING THRESHOLD 6063
T5 AL AND COMPOSITE SCALE:
6" =1'-0" C
1132----
31/2" 13ra" —I " 7 I Ll
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1 3 4" 25
VINYLSCALE:
6" -V-0" 26 CORNER LATTCPADSLATCH
PLATE SCALE:
6'- V-0" 28 STEEL SCALE:
6"=1'-0" Addendum
to NAMI nLio1.
vY."'_'- ,IC.__.
Reviewed
By: __-- Dale
Reviewed--- O
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14
S h'Al)- les R, -if101 a ` . t EXTERIOR
RESEARCH & DESIGN, LLC. f
Certificate of Authorization #9503 353
CHRISTIAN STREET, UNIT #13 TRINITY
ERD OXFORD, CT 06478 PHONE: (
203) 262-9245 FAX: (
203) 262-9243 EVALUATION
REPORT GAF
Evaluation Report 01506.01.08-1113 1361
Alps Road, Building 7-3 FL10124-R11 Wayne,
N3 07470 Date of Issuance: 01/03/2008 Revision
13: 08/29/2013 SCOPE:
This
Evaluation Report is issued under Rule 9N-3 and the applicable rules and regulations governing the
use of construction materials in the State of Florida. The documentation submitted has been reviewed
by Robert Nieminen, P.E. for use of'the product under the Florida Building Code and Florida
Building Code, Residential Volume. The products described herein have been designed to comply
with the 2010 Florida Building Code sections noted herein. DESCRIPTION:
GAF Asphalt Roof Shingles LABELING:
Each unit shall bear labeling in accordance with the requirements the Accredited Quality Assurance
Agency noted herein. CONTINUED
COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes,
the referenced Quality Assurance documentation changes, or provisions of the Code that relate
to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement
to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance
documentation changes. TrinityJERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle. ADVERTISEMENT:
The Evaluation Report number preceded by the words 'TrinitylERD Evaluated" may be
displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall
be done in its entirety. INSPECTION:
Upon request, a copy of this entire Evaluation Report shall be provided to the user by the
manufacturer or its distributors and shall be available for inspection at the job site at the request
of the Building Official. This
Evaluation Report consists of -pages 1 through 5. Prepared
by: Robert
J.M. Nieminen, P.E. Florida
Registration No. 59166, Florida DCA ANE1983 The
facsimile seal appearing was authorized by
Robert Nieminen, P.E. on 08/29/2013 This
does not serve as an electronically signed document.
Signed, sealed hardcopies have been transmitted
totheProduct Approval Administrator and to the
named client CERTIFICATION OF
INDEPENDENCE: 1. TrinitylERD
does not have, nor does It intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products
it evaluates. 2. TrinitylERD
is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert
Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation
reports are being issued. 4. Robert
Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product.
KI
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Asphalt Shingles
Compliance Statement: GAF Asphalt
TRINITYERD
Roof Shingles, as produced by GAF, have demonstrated
compliance with the following sections of the Florida Building Code and Florida Building Code,
Residential Volume through testing in accordance with the following Standards. Compliance is subject
to the Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1507.2.5, R905.2.4 Physical Properties ASTM D3462 2007
1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2006
1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O07
1507.2.7.1, R905.2.6.1 Wind Resistance TAS 107 1995
3. REFERENCES:
Entity Examination Reference Date
GAF (PDM 1915) Letter of Equivalency Seal -A -Ridge Impact Resistant IR 01/13/2012
PRI(TST 5878) ASTM D3462 GAF-059-02-01 09/02/2004
PRI(TST 5878) ASTM D3462 GAF-080-02-01 05/25/2005
PRI (TST 5878) Wind Driven Rain GAF-407-02-01 01/21/2013
UL(TST 1740) ASTM D3462 93NK6295 11/29/1993
UL(TST 1740) ASTM D3462 99NK43835 01/12/2000
UL(TST 1740) TAS 107 94NK9632 03/29/2000
UL(TST 1740) ASTM D3462 OINK06632 02/02/2001
UL(TST 1740) ASTM D3161, TAS 107 OINK9226 05/21/2001
UL(TST 1740) ASTM D3161 01NK37122 12/18/2001
UL(TST 1740) ASTM 03462 01NK37122 12/19/2001
UL(TST 1740) ASTM D3161, TAS 107 02NK12980 04/10/2002
UL(TST 1740) ASTM D3161, TAS 107 02NK30871 09/09/2002
UL(TST 1740) ASTM D3161 03CA5367 03/11/2003
UL(TST 1740) ASTM D3462 03NK26444 10/17/2003
UL(TST 1740) ASTM D3462 04NK13850 06/07/2004
UL(TST 1740) ASTM D3161 04NK13850 06/23/2004
UL(TST 1740) ASTM D3161 04NK30546 03/10/2005
UL(TST 1740) ASTM D3462 04NK22009 05/06/2005
UL(TST 1740) ASTM D3161 04NK22009 05/09/2005
UL(TST 1740) ASTM D3462 05NK27924 02/10/2006
UL(TST 1740) ASTM D3161 05NK27924 02/11/2006
UL(TS717 1740) ASTM D3161, D3462 06CA18077 06/05/2006
UL(TST 1740) ASTM D3161, D3462 06CA18074 06/16/2066
UL(TST 1740) ASTM D3161, D3462 06CA35251 10/18/2006
UL(TST 1740) ASTM D3462 06CA31603 12/01/2006
UL(TST 1740) ASTM D3161, D3462 06CA41095 12/27/2006
UL(TST 1740) ASTM D3161 07NK05228 03/13/2007
UL(TST 1740) ASTM D3161 06CA31611 04/04/2007
UL(TST 1740) ASTM D3161 06CA61148 04/09/2007
UL(TST 1740) ASTM D3161, D3462 07CA31742 11/08/2007
UL(TST 1740) ASTM D3161, D7158, D3462 OBCA06100 03/13/2008
UL(TST 1740) ASTM D3161, D3462 07CA55908 04/01/2008
UL(TST 1.740) ASTM D3161, D3462 09CA10592 03/26/2009
UL(TST 1740) ASTM D3161, D3462 09CA06856 05/15/2009
UL(TST 1740) ASTM D3161, D7158, D3462 09NK06647 08/01/2009
UL(TST 1740) ASTM D3161, D7158, D3462 09CA27281 08/27/2009
UL(TST 1740) ASTM D3161, D7158, D3462 IOCA35554 03/05/2010
UL(TST 1740) ASTM D3161, D7158, D3462 10CA13686 05/15/2010
UL(TST 1740) ASTM D3462 10CA07264 05/27/2010
UL(TST 1740) ASTM D3462 10CA11953 10/29/2010
UL(TST 1740) ASTM D3161, D7158, D3462 IONK11951 10/30/2010
UL(TST 1740) ASTM D3161, D7158, D3462 IONK12070 11/04/2010
UL(TST 1740) ASTM D3161, D7158, D3462 OBCA06100 01/30/2010
UL(TST 1740) ASTM D3161, D7158, D3462 10CA53934 03/31/2011
UL(TST 1740) ASTM D3161, D7158, D3462 11CA48924 10/22/2011
UL(TS7T 1740) ASTM D3161, D7158, D3462 11CA47919 12/03/2011
UL(TST 1740) ASTM D3161, D7158, D3462 11CA48408 12/08/2011
Exterior Research and Design, LLC.
Certificate of Authorization #9503
Evaluation Report 01506.01.08-R13
FL10124-R11
Revision 13: 08/29/2013
Page 2 of 5
r
Entity Examination
UL (TST 1740) ASTM D3161, D7158, D3462
UL, LLC. (TST 9628) ASTM D3462
UL, LLC. (TST 9628) ASTM D3161, D7158, D3462
UL, LLC. (TST 9628) ASTM D3161
UL, LLC. (TST 9628) ASTM D3161
UL, LLC. (TST 9628) ASTM D3161
UL, LLC. (QUA 9625) Quality Control
4. PRODUCT DESCRIPTION:
TRII I"i"1 ERD
Reference Date
11CA48725 12/09/2011
12CA34891 10/12/2012
12CA58151 02/15/2013
12CA38083 02/26/2013
13CA32332 06/18/2013
13CA37934 08/02/2013
Inspection Report, File No. R21 05/03/2013
4.1 Marquis WeatherMax, Royal Sovereign and Sentinel are a fiberglass reinforced, 3-tab asphalt
roof shingles.
4.2 Camelot, Camelot II, Capstone, Country Mansion, Country Mansion II, Grand Canyon, Grand
Sequoia, Grand Sequoia IR, Grand Slate, Grand Slate II, Monaco, Sienna; Timberline American
Harvest, Timberline ArmorShield II, Timberline Natural Shadow, Timberline Natural Shadow
Arctic White, Timberline HD, Timberline Cool Series, Timberline Ultra HD and Woodland are
fiberglass reinforced, laminated asphalt roof shingles.
4.3 Siateline is a fiberglass reinforced, 5-tab asphalt roof shingle.
4.4 Seal -A -Ridge, Seal -A -Ridge Armorshield, Seal -A -Ridge IR and Timbertex Hip and Ridge are
fiberglass reinforced, hip and ridge asphalt roof shingles.
4.5 Pro -Start Starter Strip Shingles and WeatherBlocker Starter Strip Shingles are a starter strips
for asphalt roof shingles.
S. LIMITATIONS:
5.1 This Evaluation Report is not for use in the HVHZ.
5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing
Materials Directory for fire ratings of this product.
5.3 Wind Classification:
5.3.1 All GAF shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and
R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are
acceptable for us in all wind zones up to Vasd = 150 mph (V„ It = 194 mph). Refer to Section 6
for installation requirements to meet this wind rating.
5.3.2 All GAF hip & ridge shingles noted herein are Classified in accordance with FBC Tables
1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for
us in all wind zones up to Vasd = 150 mph (V„lt = 194 mph). Refer to Section 6 for installation
requirements to meet this wind rating.
5.3.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60
feet or less. Calculations by a qualified design professional are required for conditions outside
these limitations. Contact the shingle manufacturer for data specific to each shingle.
5,4 All products in the roof assembly shall have quality assurance audit in accordance with the
Florida Building Code and F.A.C. Rule 9N-3.
Exterior Research and Design, LLC.
Certificate of Authorization #9503
Evaluation Report 01506.01.08-R13
FL10124-RII
Revision 13: 08/29/2013
Page 3 of 5
i
TRINITY ' ERD
6. INSTALLATION:
6.1 Underlayment:
6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product
Approval, or be Locally Approved per Rule 9N-3, per FBC Sections 1507.2.3, 1507.2.4 or
R905.2.3.
6.2 Starter Shingles:
6.2.1 Installation of Pro -Start Starter Strip Shingles and WeatherBlocker Starter Strip Shingles shall
comply with the manufacturer's current published instructions.
6.3 Asphalt Shingles:
6.3.1 Installation of asphalt shingles shall comply with the manufacturer's current published
instructions, using minimum four (4) nails per shingle in accordance with FBC Sections 1507.2
or R905.2, with the following exceptions:
Camelot, Camelot II, Grand Canyon, Grand Sequoia, Grand Sequoia IR, Grand Slate,
Grand Slate II and Woodland require minimum five (5) nails per shingle.
Slateline requires minimum six (6) nails per shingle.
6.3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than
FBC 1507.2.6 or R905.2.5. Staples are not permitted.
6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of
fastening are required. Contact the shingle manufacturer for details.
6.4- -Hip-&-Ridge Shingles: _
6.4.1 Installation of Seal -A -Ridge, Seal -A -Ridge Armorshield and Seal -A -Ridge IR asphalt shingles
shall comply with the manufacturer's current published instructions with a minimum two (2)
nails, minimum 3/8-inch head diameter, per shingle and nominal 0.25-inch diameter beads of
Henkel "Loctite PL S30 Roof & Flashing Sealant".
aY
229 mmi
1.5`
1• ('202 mmj V
1Y
1305 rca r}---
Exterior Research and Design, LLC.
Certificate ofAuthoriratlon #9503
sallorw
Endo ;idtwncbdr't
Evaluation Report 01506.01.08-R13
FL10124-R11
Revision 13: 08/29/2013
Page 4 of 5
TRINITY ERD
6.4.2 Installation of Timbertex Hip and Ridge asphalt shingles shall comply with the manufacturer's
current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter,
per shingle and beads of Sonneborn NP1 Gun Grade Polyurethane Sealant or Henkel PL Roofing
and Flashing Sealant.
1 • 1292 mmy.M49.-,.....•,. ja saft tQ
255 mm? (2t5rnm1 rxiuit d'htand*td
Nai
cftw 2',
czo rr W5;ten)
9"
2X rem)
i
1Z
IW5 W"I
6.4.3 Fasteners shall be in accordance with the manufacturer's published requirements, but not less
than FBC 1507.2.6 or R905.2.5. Staples are not permitted.
7. LABELING:
7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo
of the Accredited Quality Assurance Agency noted herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications
detailed in FBC Table 1507.2.7.1 / R905.2.6.1.
S. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the
installation of this product.
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule
9N-3 QA requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC - QUA9625; (847) 664-3281
END OF EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report 01506.01.08-R13
Certificate of Authorization #9503 FL10124-R11
Revision 13: 08/29/2013
Page 5 of 5
A e4CL -ff-bM VOO 54 'A D! -Di64 4emd
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JUN 3 2014
REQUEST FOR PRE -POWER JUN 2 2014 i
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, 'Sanford, Seminole
County, Winter Springs
Date: / / 11q
Project Name: Project Address: Fd/ 06/ e An
L
Building Permit #: k V " ILB Electrical Permit #
In consideration for authorizing the appropriate utility company to energize the facility, we agree with and
understand the following:
1. The facility will not be occupied until a certificate of occupancy has been issued.
2. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has
been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service
without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the
jurisdiction will not be responsible for any damages or costs which may result from the exercise of such
right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly
and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including
attorney's fees.
3. The building or structure shall be weather tight and secure. The electrical wiring in the area designated for
pre -power shall be complete and in safe order. All electrical services associated with the area will be 100%
complete unless specifically approved by the electrical inspector.
4. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors,
the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical
contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent
energizing circuits other than those that are safe.
5. If provided, the fire sprinkler system must be operational, per the local AHJ requirements, with water on
the system prior to pre -power.
6. This pre -power approval is valid for a maximum of 180 days from date of approval.
7. Check with the local jurisdiction for fees associated with pre -power.
Dbir\ C4 (d Lin ___
Print ame of Owne enant
U k —
Signature of Owner/Tenant
JURISDICTION EMPLOYEE NAME:
JURISDICTION:
CALLED INTO:
Print Name of Gen. Contractor
Signature of Gen. Contractor
Gen. Contractor License #
Print Name of El. Contractor
Signature of El. Contractor
El. Contractor License #
Progress Energy Florida Power and Light on /
Rev. 3/27/07)
F 14-zz8 qo i
TOPOGRAPHIC
SURVEY
SURVEYORS NOTES:
1) All elevations shown hereon are based on Seminole County/Sanford Benchmark
Identification #AK0191, verified 1988, with a published Elevation of 22.64, NAVD 1988.
2) City of Sanford Building Division
P.0 Box 1788
Sanford, Florida 32772-1788
RE: Lot 6, Block 11, Of TOWN OF SANFORD, per Plat Book 01, Page 53, Seminole County, Florida.
Address: 901 Orange Avenue, Sanford, Florida 32772 z
The finished floor elevation of the structure located at the above location
Legal description: Town of Sanford Subdivision, per Plat Book 01, Page 53, meets
or exceeds the Requirements set forth in the City of Sanford Code Chapter 1.8,
Section 18-4—(a).
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IMY Legal Description:
Lot 6, Block 11, of TOWN OF SANFORD, according
to the Plat thereof as recorded in Plat Book
1, Page(s) 53, of the Public Records of Seminole County,
Florida. CERTIFIED TO:
CLIENT NO: N/A DONALD HUNT,
JR. JOB NO: 14145-1 EXCLUSIVELY) FIELD
DATE:
08131114 APPROVED BY.
AER CHECKED BY.
AER DRAWN BYc
SDB DR4 WN
DATE: 09105114 I hereby
cer* Mat Me survey of the hereon described property was prepared under my direct supt:
rvisron and «r"ut of
Practice
set forth by the Florida Board of
Professional Su" - Chapter 53-0.050 Mru 510.052, Florida Administafive Code,
Pu e%$, Florida Statutes. STAT£DFID.
4 P. 09105114 FlAR
CERTIFIFOHY:
s AL.
S
P,SAI Na 651.1 DATED 77RSTC RVEYING,
INC. P.O.
BOX 470978, LAKE MONROL, FL 32747 407.951.
3425 (Office); 407.520.5453 (Fax); LB ln564 OITTHE ALITHRSTICATEDELT
ROTCSIGT.INRE.4MSEALOF A FLMDA IJOSEDSLIRVE
U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE
FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008
National Flood Insurance Program Important: Read the instructions on pages 1-9. Expiration Date: July 31, 2015
FCS #_14145-1 SECTION A - PROPERTY INFORMATION. FOR INSURANCE COMPANY USE
Al. Building Owner's Name DONALD HUNT, JR. Policy Number:
A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number:
901 ORANGE AVENUE
City SANFORD State FL ZIP Code 32771
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 6, BLOCK 11 OF TOWN OF SANFORD; SEE DEED FOR COMPLETE LEGAL
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL
A5. Latitude/Longitude: Lat. 28.804353 Long.-81.259427 Horizontal Datum: NAD 1927 E NAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
AT Building Diagram Number I
A8. For -a building with a crawlspace or enclosure(s): A9. For a building with an attached garage:
a) Square footage of crawlspace or enclosure(s) 0 sq ft a) Square footage of attached garage 400 sq ft
b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage
or enclosure(s) within 1.0 foot above adjacent grade 0 within 1.0 foot above adjacent grade 0
c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9.b 0 sq in
d) Engineered flood openings? Yes E No d) Engineered flood openings? Yes E No
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP Community Name & Community Number B2. County Name B3. State
CITY OF SANFORD 120294 SEMINOLE FL
B4. Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone
12117CO070 F 09/28/2007, Effective/Revised Date Zone(s) AO, use base flood depth)
09/28/2007 X N/A
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9.
FIS Profile FIRM Community Determined ® Other/Source: N/A
Bl 1. Indicate elevation datum used for BFE in Item B9: NGVD 1929 NAVD 1988 E Other/Source: N/A
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes E No
Designation Date: N/A CBRS OPA
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
Cl. Building elevations are based on: Construction Drawings" Building Under Construction' ® Finished Construction
A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations - Zones Ai-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h
below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters.
Benchmark Utilized: AK0191 Vertical Datum: NAVD'88
Indicate elevation datum used for the elevations in items a) through h) below. NGVD 1929 E NAVD 1988 Other/Source:
Datum used for building elevations must be the same as that used for the BFE.
Check the measurement used.
a) Top of bottom floor (including basement, crawlspace, or enclosure floor)
b) Top of the next higher floor
c) Bottom of the lowest horizontal structural member (V Zones only)
d) Attached garage (top of slab)
e) Lowest elevation of machinery or equipment servicing the building
Describe type of equipment and location in Comments)
f) Lowest adjacent (finished) grade next to building (LAG)
g) Highest adjacent (finished) grade next to building (HAG)
h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support
28.47 E feet meters
N/A. E feet meters
N/A. E feet meters
27.90 E feet meters
28.00 E feet meters
26.33 E feet meters
27.90 E feet meters
N/A. E feet meters
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation
information. I certify that the information on this Certificate represents my best efforts to interpret the data available.
I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a
Check here if attachments. licensed land surveyor? E Yes No
Certifier's Name ALAN E. ROZON, JR. License Number 6513
Title PSM Company Name FIRST CHOICE SURVEYING, INC.
Address PO BOX 470978 City LAKE MONROE State FL ZIP Code 32747
Signature Date 09/04/2014 Telephone 407-951-3425
FEMA Form 086-0-33 (7/12) See reverse side for continuation. Replaces all previous editions.
ELEVATION CERTIFICATE, page 2
IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number;
901 ORANGE AVENUE
City SANFORD State FL ZIP Code 32771 Company NAIC Number:
SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
Comments MACHINERY = A/C PAD; SURVEYOR MAKES NO GUARANTEES TO THE ACTUAL SIZE OF THE GARAGE, MEASUREMENTS TAKEN
FROM THE OUTSIDE.
Signature Date 09/04/2014
SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zones AO and A (without BFE), complete Items El—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A', B,
and C. For Items El—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters.
El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent
grade (HAG) and the lowest adjacent grade (LAG).
a) Top of bottom floor (including basement, crawlspace, or enclosure) is feet meters above or below the HAG.
b) Top of bottom floor (including basement, crawlspace, or enclosure) is feet meters above or below the LAG.
E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor
elevation C2.b in the diagrams) of the building is feet meters above or below the HAG.
E3. Attached garage (top of slab) is feet meters above or below the HAG.
E4. Top of platform of machinery and/or equipment servicing the building is feet meters above or below the HAG.
E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management
ordinance? Yes No Unknown. The local official must certify this information in Section G.
SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE)
or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge.
Property Owner's or Owner's Authorized Representative's Name
Address City State ZIP Code
Signature Date Telephone
Comments
Check here if attachments
SECTION G — COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G
of this Elevation Certificate. Complete the applicable item(s) and sign below..Check the measurement used in Items G8=G10. In Puerto Rico only, enter meters.
G1. The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who
is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO.
G3. The following information (Items G4—G10) is provided for community floodplain management purposes.
G4. Permit Number I G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued
G7. This permit has been issued for: New Construction Substantial Improvement
G8. Elevation of as -built lowest floor (including basement) of the building: feet meters Datum
G9. BFE or (in Zone AO) depth of flooding at the building site: feet meters Datum
G10. Community's design flood elevation: feet meters Datum
Local Official's Name Title
Community Name Telephone
Signature Date
Comments
Check here if attachments.
FEMA Form 086-0-33 (7/12) Replaces all previous editions.
ELEVATION CERTIFICATE, page 3 Building Photographs
See Instructions for Item A6.
IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number:
901 ORANGE AVENUE
City SANFORD State FL ZIP Code 32771 Company NAIC Number:
If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions
for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side
View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as
indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page.
FEMA Form 086-0-33 (7/12) Replaces all previous editions.
ELEVATION CERTIFICATE, page 4 Building Photographs
Continuation Page
IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number:
901 ORANGE AVENUE
City SANFORD State FL ZIP Code 32771 Company NAIC Number:
If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs
with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable,
photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8.
FEMA Form 086-0-33 (7/12) Replaces all previous editions.
AERIAL
VIEW
PROPERTYADDRESS: 901 ORANGE AVENUE - SANFORD, FLORIDA 32771
Cu Legal Description: Lot 6, Block 11, of TOWN OF
S n 6xe, SANFORD, according to the Plat thereof as recorded in
tiPlat Book 1, Page(s) 53, of the Public Records of
C Seminole County, Florida.
C-21
CERTIFIED TO: CLIENT NO. N/A
JOB NO: 14145-1
L
DONALD HUNT, JR.
FIELD DATE: 08.131114
EXCLUSIVELY)
APPROVED BY: AER
CHECKEDBY. AER
PROVIDED IS FOR VIEWING ONLY DRAWN BY: SDB
DRAWN DATE09/05114 AERIAL /
S NOT TO SCALE FIRST
CHOICE SURVEYING, INC. P.
O. BOX 470978, LAKE MONROE, FL 32747 407.
951.3425 (Office); 407.520.5453 (Fax); LB #7564 ALAN
E. ROZON, JR. PSM No. 6513 W
W W. FIR S TCHOICES UR VE YI NG. COM