HomeMy WebLinkAbout1204 Palmetto Ave 14-1124; INTERIOR ALTERATIOND „fir^ t MAR G 0 (2014,( CITY OF SANFORD
r BUILDING & FIRE PREVENTION
CR kl
S' a oa. 79PERMIT APPLICATION
Application No: y — 1 Documented Construction Value: $ _
Job Address: Historic District: Yes ONo
Parcel I D• Zoning:
Description of Work:( M `'2 _ , \ aC t .t :6; _
Plan Review Contact Person: i U'1 - `4 1 q Ci p
Title:
Phone: 531`7 • n 1
111:)
Fax: E-mail: UN 4V'g_1T 80'01- C-btA
Property Owner Information
Name .- Phone: y`l —<92
Street: tr Resident of property?
City, State Zip: ,
Contractor Information
Name Phone:
Street: Fax:
City, State Zip: State License No.:
Architect/Engineer Information
Name: 1 Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: Al Mortgage Lender:
Address: 0// y, i PCiI. Jas/ Address:
PERMIT INFORMATION
Building Permit
Square Footage: Construction Type: No. of Stories:
No. of Dwelling Units: Flood Zone:
Electrical Plumbing
New Service — No. of AMPS: New Construction - No. of Fixtures:
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
work or installation has commenced prior to the issuance of a permit and that all work will be performed to
meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and
air conditioners, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
property that may be found in the public records of this county, and there may be additional permits required
from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Signature of Owner/Agent Dale
r. ""a
Signature of
Name
S/Z6/
ANNETTE SCOTT
Notary PUMIC • $late of Florida
E Mp Comm. Expires Jan 16. 20 1 a
s;•., °;' COr1gr11aalon 0 FF 071760
flOr•de0TM41*111"M NotaryAscr,
Owner/Agent is Personally Known to Me or
Produced I D Type of I D
APPROVALS: ZONING: UTILITIES:
ENGINEERING:
COMMENTS:
Rev 11.08
IsTcT
Signature of Contractor/Agent Date
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
WASTEWATER:
BUILDING:
U MA' 0 014 CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: Documented Construction Value: $
Job Address: Historic District: Yes ONo
Parcel ID• Zoning:
Description of Work:
Plan Review Contact Person: ti U—I - Li 1 q' C1 q q& aTitle:
q
Phone:
1-0 tll r 9' 94 Fax: E-mail: q _ 1 " C
Name
Street:
City, State Zip:
Name
Street:
City, State Zip:
Name:
Street:
City, St, Zip: _
Property Owner Information
qPhone: zar4n
t LA' u Resident of property?
TL -A VA Zan 11
Contractor Information
Phone:
Bonding Company:
Address:
Building Permit
Square Footage:
Fax:
State License No.:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Construction Type: No. of Stories:
No. of Dwelling Units: Flood Zone:
Electrical
New Service — No. of AMPS:
Plumbing
New Construction - No. of Fixtures:
Mechanical 13 (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.
c O y
Signature of Owner/Agent Date ` Signature of Contractor/Agent Date
s
3 / zQ / 1e,
ANNETTE SCOTT
Nmu/ Faelie - Stich of Florida
My COMM- ENOS$ Jan 16. 2018
COnpnlaaion I FF 071760
r.un.•• 6aded Thrao ham Notary Assr,
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
APPROVALS: ZONING: . , • UTILITIES:
ENGINEERING: FIRE:
COMMENTS:
Rev 11.08
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:
THIS INSTRUMENT PREP.A ED 1(:
Name:-TAIAC Q,1
Address: L ti • i
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
Permit Number: 14— I
rLJ
MARYANNE MORSE, SEMINOLE COUNTY
CLERK OF CIRCUIT COURT & COMPTROLLER
BK 0829 Ng 1663; (Ipg)
CLERK'S # 2014030246
RECORDED 03/20/2014 10:39:30 AM
RECORDING FEES 10.00
RECORDED BY H DeVore
Parcel ID Number: 25I t `b 4r,2 - 0o 1,^
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: L gal cription of the property and street addres ij availe)
GENERAL DESCRIP T IIO^^N OF IMPR VEM T:
RMATION:
Name-
Address OA L7
Fee Simple Title Holder (if other than owner) Name
Address
CONTRACTOR: (,
Name l•171U4i.
Address
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713.13(1)(b), Florida Statutes.
Name -
Address:
In addition to himself, Owner Designates of
To receive a copy of the Lienor's Notice as Provided in
Section 713.13(1)(b), Florida Statutes.
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 1, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under -penial 'es of perjury, I declare that I have read the foregoing and that the facts stated in it are true
to'the best f my knowledge7ancl e e
j
O is Signature Owner's Printed Name
Florida Statute 713 13(1)(g) ' The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead."
State of l 0 ' County of Se 1t rV` c'
11 1
The foregoing instrument was acknowledged before me this, 21y1 day of ,A k C( (r yi 20 L`
by 2)1(1 k TQ 01 Q C-, F Who is personally known to me
NaPne of person making statement.
OR who has produced identification 0 -type of identification produced: `Ir;, , A (, -
r,a,M,ti,,.,.,_
CERTIFIED COPY- M44•,Afl:,'c rA0'1SE
r
CLERIC_OF i ''ITCOt.Rii•:ii
N PTR r LLER
r'i''i„” M NO C JNTY, 1.08',N.
s.
DEPUTY CLERk'"R 2 0 2014
By
ANNETTE SCOTT
Noun PUNIC • StMe of Ftalft
my Comm. Ellplmt ion 1d, 2011
GO MISSlon 0 FF 071T60
Now7fto ftwa fttlltnAm
OWNER BUILDER STATEMENT/AFFIDAVIT
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)
Rev. 9.14.2009
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 farm 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
lease. If a building or residence that I have built or substantially improved myself is sold or leased 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.
1 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 1
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.
1 understand that 1 may not delegate the resQonsibility 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 1 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 failge to follow these laws may subjec. me to serious financial
risk.
N.
Rev. 9.14.2009
JUN 2014
D By; CITY OF-SANFORD
BUILDI IRE PREVENTION
PERMIT APPLICATION
Application No: I L4 fLi&4 Documented Construction Value: $ 24oa- '
Job Address: 12 cA4 6. C a l nn r A,1 c- Historic District: Yes 14 No
Parcel ID: _ 4(- • I i 2: nC fT Zoning:
Description of Work: i n C 4-o (-MQ nlcq u Cern r'
scri-
11)
Plan Review Contact Person: ! j,}- ; hca Title: (are_t;),4 n,&
Phone: L4 D 7 2i I.2L o Fax: Erin ? I 1 E-mail:,? k e: ) o,._ oo .13 C—
Property Owner Information
Name ( eh f) a ,IL r Phone: 17 2q12 SAq
Street: 12.o' -t Q A -I ry-)e-o 41/r-- Resident of property?
City, State Zip:,,") Q ng'.Q -Q. f)Z-r-) I
Contractor Information
Name e-rr ae,1 I i I c i 'r, Phone: 2_7 1.21- ,o
Street: 15 t_ 1 2 nom( Fax: "l CD 2
City, State Zip: State License No.: r (:-c--D a) 2 1,2
Name
Street:
City, St, Zip:
Bonding Company:
Address:
Building Permit
Square Footage:
No. of Dwelling Units:
Electrical
New Service - No. of AMPS:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Construction Type:
Flood Zone:
No. of Stories:
Plumbing R[ 9 a_'.5 -
New Construction - No. of Fixtures:
Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no
work or installation has commenced prior to the issuance of a permit and that all work will be performed to
meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and
air conditioners, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
property that may be found in the public records of this county, and there may be additional permits required
from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Signature of Owner/Agent TTate
Print Owner/Agent's Name
Signature of Notary -State of Florida A Date
Owner/Agent is Personally Known to Me or
Produced ID _,,` Type of ID
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Rev 11.08
UTILITIES:
FIRE:
r , AAlk a,, 1, - 2,44. L
Sig of ContractorYAgent Date
I )n' 1qrLaJ I
Print ontrac or/ gent's Name
of Florida Date
QUINN MAUREEN BEASLEY
MY COMMISSION #FF016945
EXPIRES May 13, 2017 I407) 398.0153 FlcridallotaryService.com
Contractor/Agent is L-"' Personally Known to Me or
Produced ID Type of ID
WASTE WATER:
BUILDING:
QUINN MAUREEN BEASLEY
i=
o{'"Y"°'_
MY COMMISSION #FF016945
EXPIRES May 13. 2017
407) 398.0153 FloridallotaryService.com
Owner/Agent is Personally Known to Me or
Produced ID _,,` Type of ID
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Rev 11.08
UTILITIES:
FIRE:
r , AAlk a,, 1, - 2,44. L
Sig of ContractorYAgent Date
I )n' 1qrLaJ I
Print ontrac or/ gent's Name
of Florida Date
QUINN MAUREEN BEASLEY
MY COMMISSION #FF016945
EXPIRES May 13, 2017 I407) 398.0153 FlcridallotaryService.com
Contractor/Agent is L-"' Personally Known to Me or
Produced ID Type of ID
WASTE WATER:
BUILDING:
6/24/2014
David ,./sahr%scyari, CFS'+
Parcel: 25 -19 -30 -SAG -1402-0010
SCPA Parcel View. 25-19-30-5AG-1402-0010
Property Record Card
Parcel: 25 -19 -30 -SAG -1402-0010
Owner: BLAKE JAMES F
Property Address: 1204 PALMETTO AVE SANFORD, FL 32771-2848
Property Address: 1204 PALMETTO AVE
Owner: BLAKE JAMES F
Mailing: 1204 PALMETTO AVE
SANFORD, FL 32771 -
Subdivision Name: SANFORD TOWN OF
Tax District: S1-SANFORD
Exemptions: 00 -HOMESTEAD (2014)
DOR Use Code: 0102 -SINGLE FAMILY - SANFORD HISTORICAL
DISTRICT
Value Summary
Tax Amount without SOH: $939.34
2013 Tax Bill Amount $939.34
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
1/2
ESTABLISHED
19707M0±
Illi
POWER OF ATTORNEY
5613 East Colonial Drive
Orlando, Florida 32807
407) 273-6260
Fax (407) 281-7835
I hereby name and appoint of
HERRELL PLUMBING, INC., to be my lawful attorney in fact to ac for me and apply to
the 6 Building Department for a GAS permit
for work to l3e performed at a location described as:
and to sign my name and do all things necessary to this appointment.
Name of certified contractor:
STATE OF FLORIDA
COUNTY OF ORANGE
DANIEL C. SHAW
CFC032627
cl_ ) A zn, S k j
SIG R C` TIFIED CONTRACTOR
The foregoing instrument was acknowledged before me this - day of
f-- 20_L J_, by DANIEL C. SHAW, who is personally known to me.
kRY PUBLIC
QUINN MAUREEN BEASLEY
MY COMMISSION #FF016945
EXPIRES May 13, 2017
407) 398-0153 FloridallotaryService.com
REN LAWSON
SECRETARY
Scott Randolph, Tax Collector Local Business Tax Receipt Orange County, Floridz
its local business tax receipt is in addition to and not in lieu of any other tax required by law or municipal ordinance. Businesses are subject to regulation of zoning, health and oft
wful authorities. This receipt is valid from October 1 through September 30 of receipt year. Delinquent penalty is added October 1.
ORIGINAL*** 2013
1803 CONTR-PLUMBING
TOTAL TAX $80.00
PREVIOUSLY PAID $80.00
TOTAL DUE $0.00
5613 E COLONIAL DR
U - ORLANDO, 32807
50.00 21
PAID: $80.00 098-00601481 9/4/2013
EXPI 014
1$[NESS OFFICE
6'r
This receipt is official when validated by the Tax Collector.
4
DANIEL C
1803-0055905
30.00 10 EMPLOYEE
HERRELL PLUMBING
SHAW DANIEL C
5613 E COLONIAL DR
ORLANDO FL 32807-1822
Illwr
I-
III Established 1970
GAS PROPOSAL
CN /y,) Disp #//
Billing Ad ress
l
Job Name / Location
rJ (SJ
I
Home Phone # Cell # Work # Fax #
DESCRIPTION OF WORK
GAS PIPING: Furnish and install approx If of gas piping
from'r, i 5-ege, to Ai'P/s
Buried Surface Mounted Inside Wall Attic Crawl Space g 6
SOURCE: X Natural Liquid Propane M -T' we 11 " we ® 2" psi Reg
LP TANK: Existing New Buried Above Ground
LP Co -owned Customer Owned
WATER HEATER: Make /V,4 -4e— Model
Tank gallons .g-Tankless KExterior Interior
1:1Mount Controller 110V Elec. Outlet by Others
WATER PIPING: Approx If of CPVC Copper
from to done 07V,7,C5
APPLIANCE HOOK UP: Pool Heater Grill Fireplace 2 Range LRDryer
Generator 640ther: 9d
VENTING: Roof Wall Type do0e--Tj+&-4S
TECO REBATE TO: Customer Herrell Plumbing
initial N
TECO PROGRAM: months $ per month
NET COST AFTER REBATE / TECO PROGRAM
MISCELLANEOUS: Removal and disposal of old water heater
2kPermit G/t NL'L
OPTIONS:
WE PROPOSE HEREBY TO FURNISH COMPLETE AS SPECIFIED FOR THE SUM OF 3G()'
NOTES/ EXCLUSIONS: I n rA f I C' P -S Le . n 10 C.rA (
Loc u,/ C, 1q IS `S`FJ u (_ I OJ 5 ec_464
LL
1`
nS Ar lt9n files W-tJ` aj J+5ic 71 t L,t9Ttr / Geo (/T1/
PAYMENT TERMS: 4 -Upon Completion $ upo rough -in with balance upon completion.
As further conditions to his agreement, it is understood that we will not be responsible for delays caused by conditions beyond our control; that this proposal
may b withdrawn by us if not accepted within 30 days from this date; that any alteration or deviation from the above named items will become an extra charge
over a ab e t e sum quoted above.
I here i the outlin d above
ompan &pre ative Customer SI ture
Reorder MBF 407.657.7414 HP-SNO6 07/08
PERMIT #
rIgo
1
f
c
c
IL
Aldrich, Dave APR 2 4 2014
From: Muse, Mary / //`//ter
Sent: Wednesday, April 23, 2014 1:17 PM
To: Aldrich, Dave; Deen, Joy 14/ 7
Cc: Blanton, Deborah; Scott, Annette; befl@msn.com.; Dalton, Christine
Subject: 1204 Palmetto Avenue
Please accept this email as authorization from Christine Dalton to allow the electric meter be relocated from the west
elevation of the existing detached garage to the north elevation of the existing detached garage. If you need any
additional information, please let me know. Thank you.
Administrative Coordinator
City of Sanford
Planning & Development Services
300 N. Park Avenue
Sanford, FL 32771
407.688.5140
407.688.5141 (fax)
mary.muse(a)sanfordfl.gov
City Hall hours are Monday -Thursday 7:30am to 5:30pm. We are closed on Fridays and observed holidays.
l
Pro
I,
an
conditions spr4fied above. _
Owner -Builder
Form of Identification72
Must be Photo ID)
Date
2 2 j
qualified
mee to the
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 ag ' t r o ,d.an" orming work that requires licensure under
the permit issued.
Nota y
My Con
r
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.com/dbpr/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.
Pro
I,
an
conditions spr4fied above. _
Owner -Builder
Form of Identification72
Must be Photo ID)
Date
2 2 j
qualified
mee to the
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 ag ' t r o ,d.an" orming work that requires licensure under
the permit issued.
Nota y
My Con
r
Rev. 9.14.2009
FORM 405-10
PERMIT #1 z OFFICE
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: 17470414R Builder Name: et*/r
Street- 1204 Palmetto Ave Permit Office: Sanford
City, State, Zip: Sanford, FL, Permit Number: 15 =- "'0' 4 L
Owner: Blake 8 Farrell Res. Jurisdiction: 691500
Design Location: FL, Orlando
1. New construction or existing New (From Plans) 9. Wall Types (1503.3 sqft.) Insulation Area
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior R=11.0 1503 30 ft2
b. N/A R= ft2
3. Number of units, if multiple family 1 c. WA R= ft2
4. Number of Bedrooms 2 d. N/A R= ft2
10 Ceiling Types (1665.0 sqft.) Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1665.00 ft
6. Conditioned floor area above grade (ft') 1665 b N/A R= ft2
Conditioned floor area below grade (ft) 0
c. N/A R= ft'
11. Ducts R ft'
7. Windows(344.2 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Kitchen 6 664
a. U -Factor: Sgl, U=0.32 344.17 ft'
SHGC: SHGC=0 33
b. U -Factor: N/A ft' 12. Cooling systems kBtu/hr Efficiency
SHGC: a. Central Unit 48.0 SEER:13.00
c. U -Factor: N/A ft=
SHGC' 13. Heating systems kBtu/hr Efficiency
d. U -Factor: N/A ft' a. Electric Heat Pump 48.0 HSPF-8.00
SHGC:
Area Weighted Average Overhang Depth: 3.176 ft.
Area Weighted Average SHGC: 0.330 14. Hot water systems
a. Electric Cap: 40 gallons
8. Floor Types (1665.0 sqft) Insulation Area EF: 0.920
a. Crawlspace R=19.0 1665.00 ft2 b. Conservation features
b. N/A R= ft' None
c. N/A R= ft2
15 Credits CF, Pstat
Glass/Floor Area: 0.207
Total Proposed Modified Loads: 36.38 PASSTotalStandardReferenceLoads: 45.34
1 hereby certify that the plans and specifications covered by Review of the plans and F'CHE SrgT
this calculation are in compliance with the Florida Energy specifications covered by this 0 = ,FO,r,
Code.
David
wow calculation indicates compliance
PREPARED BY:
ONMAbwdc- US
o - Om Abd Svc oosio,.
1404a Rw
with the Florida Energy Code.
Before construction is completed
r:,,, ••. :` ,,, O
Q r,;;e• •; •" : 'r:,... p
AbOOd W&*8.
DATE: ___. _. _-_._ __ ____ __ _ .. _ _ ____ 04-w-_ _ _ _ ___._. __.. _ _ this building will be inspected for V t_c a
compliance with Section 553.908 a
I hereby certify that this building, as designed, is in compliance Florida Statutes.
with the Florida Energy Code. Coo wr t J
OWNER/AGENT: __._ __._ .. _ - - _ BUILDING OFFICIAL:
DATE: - - DATE: - - - ---
Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist
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PROJECT
Title, 17470414R Bedrooms- 2 Address Type: Street Address
Budding Type: User Conditioned Area: 1665 Lot #
Owner: Blake & Farrell Res. Total Stories. 1 Block/SubDivision.
of Units: 1 Worst Case: No PlatBook:
Builder Name: Rotate Angle: 0 Street, 1204 Palmetto Ave
Permit Office: Sanford Cross Ventilation: No County- Seminole
Jurisdiction: 691500 Whole House Fan. No City, State, Zip: Sanford ,
Family Type: Single-family FL,
New/Existing: New (From Plans)
Comment:
CLIMATE
IECC Design Temp Int Design Temp Heating Design Daily Temp
Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range
FL, Orlando FL_ORLANDO_INTL_AR 2 41 91 70 75 526 44 Medium
BLOCKS
Number Name Area Volume
1 Entire House 1665 13320
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 Master Bedroom 358 2864 No 0 1 1 Yes Yes Yes
2 Laun. 55 440 No 0 1 Yes Yes Yes
3 M. Bath 108 864 No 0 1 Yes Yes Yes
4 Bath 50 400 No 0 1 No Yes Yes
5 Kitchen 295 2360 Yes 0 1 Yes Yes Yes
6 Bedroom 210 1680 No 1 1 1 Yes Yes Yes
7 Bath 2 58 464 No 0 1 Yes Yes Yes
8 Den 164 1312 No 1 1 Yes Yes Yes
9 Dining 170 1360 No 1 1 Yes Yes Yes
10 Living 197 1576 No 0 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet
1 Crawlspace Master Bedroom 47 6 ft 0 358 ft2 19 0 1 0
2 Crawlspace Laun 14 O ft 0 55 ft2 19 0 1 0
3 Crawlspace M. Bath 10.7 ft 0 108 ft2 19 0 1 0
4 Crawlspace Bath 1 ft 0 50 ft2 19 0 1 0
5 Crawlspace Kitchen 29.6 ft 0 295 ft2 19 0 1 0
6Crawlspace Bedroom 14.1 ft 0 210 ft' 19 0 1 0
7 Crawlspace Bath 2 4.1 ft 0 58 ft2 19 0 1 0
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4/2/2014 11:19 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6
FLOORS
Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
8 Crawlspace Den 25 7 ft 0 164 ft2 19 1 0 0
9 Crawlspace Dining 13.5 ft 0 170 ft2 19 0 1 0
10Crawlspace Living 28.1 ft 0 197 ft2 19 0 1 0
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
Type Materials Area Area Color Absor. Tested Tested Insul deg)
1 Gable or Shed Composition shingles 1755 ft2 276 ft2 Medium 0.99 No 0.9 No 0 18.4
ATTIC
V Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1665 ft2 N N
CEILING
Ceiling Type Space R-Value Area _ Framing Frac _ Truss Type
1 Under Attic (Vented) Master Bedroom 30 358 ft2 0.1 Wood
2 Under Attic (Vented) Laun. 30 55 ft2 0.1 Wood
3 Under Attic (Vented) M. Bath 30 108 ft2 0.1 Wood
4 Under Attic (Vented) Bath 30 50 ft2 0.1 Wood
5 Under Attic (Vented) Kitchen 30 295 ft2 0.1 Wood
6 Under Attic (Vented) Bedroom 30 210 ft2 0.1 Wood
7 Under Attic (Vented) Bath 2 30 58 ft2 0.1 Wood
8 Under Attic (Vented) Den 30 164 ft2 0.1 Wood
9 Under Attic (Vented) Dining 30 170 ft2 0.1 Wood
10 Under Attic (Vented) Living 30 197 W 0.1 Wood
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
Ornt- To- _-Wall_Type-- Space_-RWalue__._ Ft - In_ Ft_ -. In-----Area- R_Value_Fraction Absor.__Grade%_
1 N Exterior Frame - Wood Master Bedro 11 9 11 8 0 79.5 ft2 0 0.25 0.2 0
2 S Exterior Frame - Wood Master Bedro 11 17 10 8 0 142.5 ft2 0 0.25 0.2 0
3 W Exterior Frame - Wood Master Bedro 11 19 11 8 0 159.0 ft2 0 0.25 0.2 0
4 N Exterior Frame - Wood Laun. 11 7 11 8 0 63.0 ft2 0 025 0.2 0
5 W Exterior Frame - Wood Laun. 11 6 7 8 0 52.5 ft2 0 0.25 0.2 0
6 S Exterior Frame - Wood M. Bath 11 10 8 8 0 85.5 ft2 0 0.25 0.2 0
7 N Exterior Frame - Wood Kitchen 11 15 5 8 0 123.0 ft2 0 0.25 0.2 0
8 E Exterior Frame - Wood Kitchen 11 6 11 8 0 55.5 ft2 0 025 0.2 0
9 W Exterior Frame - Wood Kitchen 11 7 4 8 0 58 5 ft2 0 025 0.2 0
10 S Exterior Frame - Wood Bedroom 11 14 1 8 0 112.5 ft2 0 0.25 0.2 0
11 S Exterior Frame - Wood Bath 2 11 4 2 8 0 33.0 ft2 0 0.25 02 0
12 E Exterior Frame - Wood Den 11 12 2 8 0 97.5 ft2 0 0.25 0.2 0
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WALLS
Adjacent
V__# Ornt__- To_ -Wall Type----_.___SPa_Ce Cavity Width Height
R_Value.-___Ft _In_ -Ft_ _In __. Area-_R=Value_
Sheathing Framing Solar Below
Fraction- Absor._Grade%_
13 S Exterior Frame - Wood Den 11 13 6 8 0 108.0 ft' 0 0.25 0.2 0
14 N Exterior Frame - Wood Dining 11 13 6 8 0 108.0 ft' 0 0.25 02 0
15 N Exterior Frame - Wood Living 11 13 6 8 0 108.0 ft' 0 0.25 0.2 0
16 E Exterior Frame - Wood Living 11 14 8 8 0 117.3 ft= 0 0.25 02 0
DOORS
Omt Door Type Space Storms U -Value Width Height Area
Ft In Ft In
1 N Wood Master Bedro None 46 3 7 21 ft'
WINDOWS
Orientation shown is the entered, Proposed orientation
Ornt
Wall
ID Frame Panes --- NFRC_ U -Factor SHGC Area
Overhang
Depth Separation Int Shade Screening
I N 1 Metal Single (Clear) Yes 0.32 0.33 42.0 ft' 4 It 0 in 1 ft 0 in None None
2 S 2 Metal Single (Clear) Yes 0.32 033 15.0 ft2 2 It 0 in 1 ft 0 m None None
3 W 3 Metal Single (Clear) Yes 0.32 033 45.0 ft= 2 It 0 in 1 ft 0 in None None
4 S 6 Metal Single (Clear) Yes 0.32 033 6.0 ft2 2 ft 0 in 1 ft 0 in None None
5 N 7 Metal Single (Clear) Yes 0.32 0.33 30.0 ft' 2 ft 0 in 1 ft 0 in None None
6 W 9 Metal Single (Clear) Yes 032 0.33 42.0 ft' 4 ft 0 in 1 ft 0 in None None
7 S 10 Metal Single (Clear) Yes 0.32 0.33 30.0 ft' 2 ft 0 in 1 ft 0 in None None
8 E 12 Metal Single (Clear) Yes 0.32 0.33 29.2 ft' 6 ft 0 in 1 ft 0 in None None
9 S 13 Metal Single (Clear) Yes 0.32 0.33 15.0 ft' 2 ft 0 in 1 ft 0 in None None
10 N 14 Metal Single (Clear) Yes 0.32 0.33 30 0 ft' 2 ft 0 in 1 ft 0 in None None
11 N 15 Metal Single (Clear) Yes 0.32 0.33 30.0 ft' 2 ft 0 in 1 ft 0 in None None
12 E 16 Metal Single (Clear) Yes 0.32 0.33 30 0 ft' 6 ft 0 in 1 ft 0 in None None
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Best Guess 00839 36641. 2011.5 3783.0 6.1247 165.05
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump None HSPF: 8 48 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type_ Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit Split SEER: 13 48 kBtu/hr 1440 cfm 0.74 1 sys#1
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4/2/2014 11:19 AM EnergyGauge D USA - FlaRes2010 Section 405.4 1 Compliant Software Page 5 of 6
HOT WATER SYSTEM
System Type SubType Location EF-- Cap _—Use SetPnt Conservation
1 Electric None Kitchen 0.92 40 gal 50 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert # Company Name System Model # Collector Model # Area Volume FEF
None --None ft:
DUCTS
Supply — Return -- Air CFM 25 CFM25 HVAC #
V # Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool
1 Attic 6 664 ft' Attic 664 ft2 Default Leakage Kitchen Default) (Default) 1 1
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
Cooling[[ j] Jan
Heatin[X] Jan
Feb
X] Feb
Mar
X] Mar E Apr
Apr
iMa IXIJun
ri
Jul
May Jun Jul Au4ri
Au Xj Se
Sep
Oct j
Oct [X]
Nov
Nov
Dec
Dec
Ventin [ ] Jan Feb X Mar X] A r May 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
4/2/2014 11:19 AM EnergyGauge D USA - FlaRes2010 Section 405.4 1 Compliant Software Page 5 of 6
FORM 405-10
Florida Code Compliance Checklist
Florida Department of Business and Professional Regulations
Residential Whole Building Performance Method
ADDRESS: 1204 Palmetto Ave PERMIT #:
Sanford, FL,
MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details.
COMPONENT I
Air leakage
Thermostat &
controls
SECTION i SUMMARY OF REQUIREMENT(S) ---- — CHECK
402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. i
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
I- - - - I leakage report or visually verify Table 402.4.2. - - - -- —
403.1 At least one thermostat shall be provided for each separate heating andIcoolingsystem. 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. i
403.2.2 All ducts, air handlers, filter boxes and building cavities which form theDucts
i primary air containment passageways for air distribution systems shall
be considered ducts or plenum chambers, shall be constructed and isealedinaccordancewithSection503.2.7.2 of this code.
403.3.3 Building framing cavities shall not be used as supply ducts.
Water heaters i 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in j
Table 403.4.3.2. Provide switch or clearly marked circuit breaker i
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 I Pool pumps and pool pump motors with a total horsepower (HP) of = 1
Spas l HP shall have the capability of operating at two or more speeds. Spas
I 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
I thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters
minimum COP= 4.0.--
403.6 I Sizing calculation performed & attached. Minimum efficiencies perCooling/heating
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 1405.2.1 R-19 space permitting.
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ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 80
The lower the EnergyPerformance Index, the more efficient the home.
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 (ft=)
7. Windows" Description
a. U -Factor: Sgl, U=0.32
SHGC: SHGC=0.33
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. Crawlspace
b. N/A
c. N/A
1204 Palmetto Ave, Sanford, FL,
New (From Plans) 9. Wall Types Insulation Area
Single-family
a. Frame - Wood, Exterior R=11.0 1503.30 ft2
R=
b. N/A R= ft2
1 c. N/A R= ft'
2 d. N/A R= ft'
10. Ceiling Types Insulation Area
No a. Under Attic (Vented) R=30.0 1665.00 ft2
1665 b. N/A R= ft=
c. N/A R= ft'
Area
344.17 ft2 11. Ducts R ft2
a. Sup: Attic, Ret: Attic, AH: Kitchen 6 664
ft2
12. Cooling systems kBtu/hr Efficiency
ft2 a. Central Unit 48.0 SEER:13 00
ft2
13. Heating systems
a. Electric Heat Pump
14. Hot water systems
a. Electric
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: Date:
Address of New Home: City/FL Zip
kBtu/hr Efficiency
48.0 HSPF:8.00
Cap: 40 gallons
EF: 0.92
CF, Pstat
THE STg7
O
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tta o
COO Wy,c
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
3.176 ft.
0.330
Insulation Area
R=19.0 1665.00 ft'
R= ft'
R= ft2
13. Heating systems
a. Electric Heat Pump
14. Hot water systems
a. Electric
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: Date:
Address of New Home: City/FL Zip
kBtu/hr Efficiency
48.0 HSPF:8.00
Cap: 40 gallons
EF: 0.92
CF, Pstat
THE STg7
O
a - v
tta o
COO Wy,c
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
I+ wrightsoft`.. Project Summary
Enure House
David Abood A/C Design, Inc.
P.O. 1007, Altoona, FI. 32702 Phone: 352-669.0035 Email: davidacdesign®gmad com Web* davidaboodacdesign.com
For: Blake & Farrell Res.
1204 Palmetto Ave, Sanford, FI.
Notes: Renovation & Addition
Design Information
Weather: Orlando Sanford AP, FL, US
Job: 17470414R
Date: Apr 02, 2014
By: David Abood A/C Design
Winter Design Conditions Summer Design Conditions
Outside db 42 OF Outside db 97 OF
Inside db 68 OF Inside db 75 OF
Design TD 26 OF Design TD 22 OF
Daily range M
Relative humidity 50 %
Moisture difference 68 gr/Ib
Heating Summary
Structure 0 Btuh
Ducts 0 Btuh
Central vent (0 cfm) 0 Btuh
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 0 Btuh
Infiltration
Method Simplified
Construction quality Average
Fireplaces 0
Area ft
Heating Cooling
Volum:
U 1665
e ft3) 0 13320
Air changes/hour 0.61 0.20
Equiv. AVF (cfm) 0 44
Heating Equipment Summary
Make Carrier "or equal"
Trade COMFORT 13 PURON HP
Model 25HBB34BA31
AHRI ref
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
8 HSPF
44500 Btuh @ 47°F
26 OF
1533 cfm
0 cfm/Btuh
0 in H2O
Sensible Cooling Equipment Load Sizing
Structure 27448 Btuh
Ducts 11550 Btuh
Central vent (0 cfm) 0 Btuh
Blower 0 Btuh
Use manufacturer's data n
Rate/swing multiplier 1.02
Equipment sensible load 39778 Btuh
Latent Cooling Equipment Load Sizing
Structure 8156 Btuh
Ducts 3173 Btuh
Central vent (0 cfm) 0 Btuh
Equipment latent load 11329 Btuh
Equipment total load 51107 Btuh
Req. total capacity at 0.74 SHR 4.5 ton
Cooling Equipment Summary
Make Carrier "or equal"
Trade COMFORT 13 PURON HP
Cond 25HBB348A31
Coil FB4CNF048
AHRI ref
Efficiency
Sensible cooling
Latent cooling
Total cooling
Actual air flow
Air flow factor
Static pressure
Load sensible heat ratio
11.0 EER, 13 SEER
34040 Btuh
11960 Btuh
46000 Btuh
1600 cfm
0.041 cfm/Btuh
0.50 in H2O
0.77
Bold/Italic values have been manually overridden
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2014 -Apr -02 09 58.26
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wrightsoft..
AED Assessment
Entire House
David Abood A/C Design, Inc.
P.O. 1007. Altoona. FI. 32702 Phone: 352-669.0035 Email: davidacdesign@9mail.com Web: davidaboodacdesign.com
For: Blake & Farrell Res.
1204 Palmetto Ave, Sanford, FI.
Location:
Orlando Sanford AP, FL, US
Elevation: 56 ft
Latitude: 290N
Outdoor: Heating
Dry bulb (°F) 42
Daily range (°F) -
Wet bulb (°F) -
Wind speed (mph) 15.0
Job: 17470414R
Date: Apr 02, 2014
By: David Abood A/C Design
Hourly Glazing Load
Hour of Day
Harry / A wM* AED Irm
Maximum hourly glazing load exceeds average by 34.0%.
House does not have adequate exposure diversity (AED), based on AED limit of 30%.
AED excursion: 608 Btuh (PFG-1.3*AFG)
Bold/italic values have been manually overridden
wri htsoft
D
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Indoor: Heating Cooling
Indoor temperature (°F) 68 75
Design TD (°F) 26 22
Relative humidity (%) 50 50
Cooling Moisture difference (gr/Ib) 19.5 68.2
97 Infiltration:
17 (M )
81
7.5
Hourly Glazing Load
Hour of Day
Harry / A wM* AED Irm
Maximum hourly glazing load exceeds average by 34.0%.
House does not have adequate exposure diversity (AED), based on AED limit of 30%.
AED excursion: 608 Btuh (PFG-1.3*AFG)
Bold/italic values have been manually overridden
wri htsoft
D
2014 -Apr -02 09'58 26
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Duct System Summa Job: 17470414R
wrightsoft y Date: Apr 02, 2014
Entire House By: David Abood A/C Design
David Abood A/C Design, Inc.
P.O. 1007. Altoona, Fl. 32702 Phone, 352-669-0035 Email davidecdesign@gmail corn Web: davrdaboodacdesign com
For: Blake & Farrell Res.
1204 Palmetto Ave, Sanford, FI.
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0 in H2O
0.16 in H2O
0.2 in H2O
0.129 / -0.031 in H2O
0.05 in/100ft
1533 cfm
Cooling
0.50 in H2O
0.16 in H2O
0.34 in H2O
0.273 / 0.067 in H2O
0.100 in/100ft
1600 cfm
310 ft
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
Master Bedroom c 6213 0 255 0.100 10.0 Ox 0 VIFx 74.0 175.0 st3
Master Bedroom -A c 6213 0 255 0.100 10.0 Ox 0 VIFx 74.0 175.0 st3
Laun. c 822 0 34 0.100 5.0 Ox 0 VIFx 74.0 175.0 st3
M. Bath C 1172 0 48 0.100 6.0 Ox 0 VIFx 74.0 175.0 st3
Bath c 202 0 8 0.100 4.0 Ox 0 VIFx 74.0 175.0 st3
Kitchen c 6765 0 278 0.100 10.0 Ox 0 VIFx 74.0 175.0 stl
Bedroom c 3202 0 131 0.100 8.0 Ox 0 VIFx 74.0 175.0 stl
Bath 2 c 405 0 17 0.100 4.0 Ox 0 VIFx 74.0 175.0 st2
Den c 4639 0 190 0.100 9.0 Ox 0 VIFx 74.0 175.0 st2
Dining c 3017 0 124 0.100 8.0 Ox 0 VIFx 74.0 175.0 stl
Living -A c 3174 0 130 0.100 8.0 Ox 0 VIFx 74.0 175.0 st2
Living c 3174 0 130 0.100 8.0 Ox 0 VIFx 74.0 175.0 st2
Bold/italic values have been manually overridden
2014 -Apr -02 09.58 26
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Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type cfm) cfm) FR fpm) in) in) Material Trunk
st3 Peak AVF 0 600 0.100 561 14.0 0 x 0 VinlFlx P
stl Peak AVF 0 1000 0.100 716 16.0 0 x 0 VinlFlx P
st2 Peak AVF 0 467 0.100 595 12.0 0 x 0 VinlFlx SO
P Peak AVF 0 1600 0.100 733 20.0 0 x 0 VinlFlx
Bold/italic values have been manually overridden
2014 -Apr -02 09.58 26
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Name
Grill
Size (in)
Htg
cfm)
Clg
cfm)
TEL
ft)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
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fpm)
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in)
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in)
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37
Revision
Response to Comme
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Permit #
A,&
Submittal Date
Project Address: o 0 Y o
Contact:
Ph:
Email:
Trades encompassed in revision:
Building
Plumbing
Electrical
Mechanical
Life Safety
Waste Water
Department
Utilities
Waste Water
A
Planning
Engineering
Fire Prevention
Olt -wilding y—
Fax:
General description of revision:
ROUTING INFORMATION
Approvals
City of Sanford
U Residential Permit Application Guidelines
All permit application packages must be complete prior to acceptance. You must check
each boa to the left or indicate n/a on this submittal. A complete application package shall
include the following:
Building Permit Application completed, signed and notarized. Application must include correct address
and complete parcel I.D. number.
O Completed and signed Right -of -Way Utilization Type I Permit Application.
Owo, Copy of the contractor's license issued by the State of Florida (if contractor is applicant).
O NA A site specific notarized power of attorney shall be required from the licensed contractor if
he/she appoints an employee of his/her company to sign the permit application as the contractor.
O ),/ Certificate of insurance indicating worker's compensation insurance coverage and naming the City of
Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of
Florida (must be submitted with each application if contractor is the applicant).
Completed and signed Owner Builder Statement / Affidavit (if owner is applicant).
O •f Approval letter from sanitary sewer provider (if other than the City of Sanford).
O lJ" Copy of the onsite sewage disposal system construction permit issued by Seminole County Health
Department (if applicable).
O rJA Seminole County Impact Fee Statement (multi -family only).
Five (5) sets signed and sealed building construction plans.
0 -/Two (2) signed and sealed site / plot plans.
D , Two (2) sets signed and sealed floor and roof truss engineering.
D Two (2) copies of completed and signed Statewide Product Approval Specification Form.
Two (2) copies of the manufacturer's installation instructions for the following products: windows,
doors, roofing materials, engineered lumber products, glass blocks, soffit materials and siding.
Two (2) copies of completed and signed energy and equipment sizing calculations.
THE CONSTRUCTION DOCUMENTS MUST INCLUDE, AT A MINIMUM, THE FOLLOWING:
SITE PLAN / PLOT PLAN
O Lot number
O Address / Legal Description
O Setback lines from principle structure and any accessory structures to property boundary (minimum of
eight; two on each side)
O Primary building setback lines/envelope
O A/C unit locations with setback from property line
O Survey type
O Existing easements: drainage, utility, etc.
O Building separations, if applicable
O Location of septic systems
O Flood zone reflecting current FEMA map revision date
O Lot grading type (A,B,C, etc.)
O Elevations showing crown of the adjacent street or right-of-way upon which the structure fronts (for
type A and B lots)
O Lot corner elevations and break point elevations
O Drainage swales (if applicable) with profile view
O Proposed finished floor elevation
BUILDING PLAN
O Construction documents shall indicate code edition being applied
Revised. • November 2013 Page 1 of 5 Residential Permit Application Checklist
O Construction type
Q,,**" Plans to minimum 1 / scale
O Designer information: name, address, registration #, seal and signature on all pages
Sr"' Page size minimum 22" x 34"
q All pages numbered and labeled
Y Wind design data required on drawings per FBC 1603.1.4 to meet 139 mph ultimate design wind speed
for ' k category II buildings (residential)
ltimate design wind speed (Vult)
inal design wind speed (Vasd)
Ris category
Expo ure category
Enclos classification
Internal essure coefficient
Componen , d cladding design wind pressures in terms of psf
Structural Calculations, if necessary
FLOOR PLAN
OBuilding area tabulationVRoomsize
O Corridors
O Stair location/guardrails
O Safety glass locations
O Egress door and emergency escape windows sizes and location
O Stairs construction requirements
O Special column/post anchorage
O Interior load bearing wall locations
O Shear walls
O Down cells
O Lintel schedule
O Attic access
O Accessibility restroom (door) location
O Fire resistant assemblies
O Identify options to be used
FOUNDATION / SLAB
O Filled cells with reinforcement locations
O/ Footer denotation/details
9 Footers minimum 12" below grade
O Interior bearing walls/pads
O Porch pads/footers
O Brick ledge detail
O Slab thickness/steel/fiber mesh
O Vapor barrier/termite treatment type
O Reinforcing steel over lap
O Relieving arch steel at pipe penetrations
O All wood minimum 6" above grade
O Crawl space ventilation
O Termite shields
ELECTRICAL
O Service riser diagram
Electrical load calculations
Revised: November 2013 Page 2 ofS Residential Permit Application Checklist
to foundation steel
v location
locations
tacle lay out
AFCI ptection
Tamper r istant outlets
Ceiling fan
Outdoor rete Iles
Disconnecting means
Switches/lights
Smoke/CO alarm locations hard wired, interconnected and battery backup
ELEVATION (front, rear and side views)
D Attic ventilation
15" Roof pitch
D Roofing material
D Exterior finish/stucco thickness
O / Height/bearing elevations
Window and door opening locations
D Chimney location/height
MECHANICAL
Qr Equipment location
Anchorage for condenser
Protection in garage locations
Clearances at equipment
Structural detail for air handler in attic
DRoom ventilation
Duct layout (usually in energy calculations)
R -value of ducts
CFM's
Balanced return/ducted, transfer ducts or grilles
D Exhaust
Bath exhausts size and termination
Dryer exhaust discharge/make up air
D Energy calculations with equipment sizing calculations
D Skylights
PLUMBING
D—/ Plumbing waste riser diagram
EWater heater location
D Fixture location
FUEL GAS
D BTUs each outlet and total BTUs
D Pipe type and total length
D LP regulator and model type
D Combustion air vents
D Location of equipment
D .
1 ntmg
as Type
Revised: November 2013 Page 3 of 5 Residential Permit Application Checklist
D Gas Pressure
D Gas piping riser
ROOF TRUSS LAY OUT
D Truss I. D. #s
Layout
Signed/Sealed truss engineering package
D Strapping/fasteners
DETAIL SHEETS OR NOTES
G' Footings
O Beam to wall and/or post attachments
O Post/column and beam construction
D Interior bearing walls
D fairs section
D C 'mney construction
D Do er construction
D Floor framing
D Entry construction
D Arched windows
0VBaywindows
Frame to block connections
D 1 ee wall construction
D S light framing
D Top late splicing requirements
D Steel requirements (footer, lintel, vertical pour)
Grade
Over lap
D Veneer
D Shear wall locations and construction
Connectors
Fasteners
Roof sheathing & diaphragms
Fasteners
Blocking
D Wall d gable sheathing fastening
D Gable d, frame and block, vaulted and flat
D Conven 'onally framed roof members
D Glass blo
D Bearing op ' g strapping/anchorage
D Bearing/non- earing wall detail
D Typical wall s tion detail, one and two story, block and frame, for all scenarios
onnecio
Anchorag bolts
Materials an assembly
D Garage and swing do buck fastening
D Ceiling diaphragms
Blocking
D Any conventional framing
Q/ Roofing installation instructions & compliance with ASTM standards
Revised: November 2013 Page 4 of 5 Residential Permit Application Checklist
0--'* Window and mullion installation instructions
O Garage door, sliding glass door and swing door installation instructions
O Siding installation instructions
O Soffit installation instructions
O Glass block installation instructions
Engineered lumber products installation instructions
PRODUCT APPROVAL
OK Completed Product Approval specification sheet
FS 553.842, FAC 61 G20-3
These guidelines were compiled to assist the applicant in preparing a residential permit application submittal
and may not be complete. The applicant is required to meet all city of Sanford, state, and federal requirements.
Revised. • November 2013 Page 5 of 5 Residential Permit Application Checklist
SCPA Parcel View: 25-19-30-5AG-1402-0010 Page l of 1
pctviy johrtapn, CFA Property Record Card
RUPEffY Parcel: 25 -19 -30 -SAG -1402-0010
Owner: BLAKE 3AMES F
SFUNIOLECO1UNrY FLOroDA Property Address: 1204 PALMETTO AVE SANFORD, FL 32771
Back < Previous Parcel Next Parcel > I r Save Layout Reset Layout New Search
Parcel: 2 5-19-30-5AG-1402.0010
Property Address: 1204 PALMETTO AVE
Owner: BLAKE JAMES F
Mailing: 1204 PALMETTO AVE
SANFORD, FL 32771
Subdivision Name: SANFORD TOWN OF
Tax District: Sl-SANFORD
Exemptions: 00 -HOMESTEAD (2014)
DOR Use Code: 0102 -SINGLE FAMILY - SANFORD HISTORICAL
DISTRICT
W
1
W
tl 3 1
Map Aerial Both I r + - Extents Center
Larger Map I I Advanced Map Dual Map View - External
Value Summary
Tax Amount without SOH: $935
2013 Tax Bill Amount 5935
Tax Estimator
Save Our Homes Savings: S(
Does NOT INCLUDE Non Ad Valorem
Assessments
Legal Description
2014 Working 2013 Certified
Values Values
Valuation
Cost/Market Cost/Marke
Method
Tax Details
Number of
1
Buildings
Depreciated
552,829 550,15'
Bldg Value
Assessment Value Exempt Values Taxable Value
Depreciated
S15,140 58,66:
EXFT Value
550,000 44,965
Land Value S27,000 527,00(
Market)
25,000 S69,965
Land Value Ag
City Sanford 594,969
lust/Market
YAWL=
S94,969 585,811
Portability Adj
SJWM(Saint Johns Water Management) S94,9691
Save Our Homes
50 S(
Adj
County Bondsi S94,9691
Amendment 1
S50,0001 544,965
Adj
Assessed Valuel S94,9691 585,811
Tax Amount without SOH: $935
2013 Tax Bill Amount 5935
Tax Estimator
Save Our Homes Savings: S(
Does NOT INCLUDE Non Ad Valorem
Assessments
Legal Description
LEG LOTS 1 + 2 BLK 14 TR 2 TOWN OF SANFORD PB 1 PG 60
Tax Details
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 594,969 550,000 44,965
Schools 94,969 25,000 S69,965
City Sanford 594,969 S50,000 544,965
SJWM(Saint Johns Water Management) S94,9691 5501000 544,965
County Bondsi S94,9691 S50,0001 544,965
Sales
Deed Date Book Page Amount Vac/Imp Qualified
SPECIAL WARRANTY DEED 12/2013 08183 1650 579,600 Improved Nc
CERTIFICATE OF TITLE 11/2013 08170 1594 S100 Improved Nc
WARRANTY DEED 07/1998 03464 1220 S76,500 Improved Ye!
WARRANTY DEED 09/19941 92MI 12AAI S59,5001 Improved Ye:
http://scpafl.org/ParcelDetails.aspx?PID=25-19-30-5AG-1402-0010 3/20/2014
City of Sanford Building Division:
Re: 1204 South Palmetto Ave.
Sanford FI. 32771
Owner: James Blake
1-1 am submitting as needed Two sets of signed engineered drawing for the addition
and renovation for 1204 South Palmetto Ave. Sanford Fl. 32771
2- Submitting two sets of Florida Product Approval for Doors.
3 -Submitting two sets of Stairs and Landing with guardrail system.
4 -Submitting two sets of Truss Engineering Design.
5- Submitting two sets of Air Conditioning and Heating calculations and specifications.
At this time we are missing one item for 5 new windows that CCS Restoration will be
building. The Product approval data will be available in one week. We would like to
request a permit to proceed with the foundation and other areas that are not related to
windows. 1 understand that i may not call for any inspections until the missing
documents are filed and approve.
Thank u for you Ip iAN a r.
ames F. B ake owner building
April 3, 2014
EVERMARK, LLC
1050 N
EEOOX
SUWANff. GAGA 300214
GLAZED WOOD SINGLE DOOR
w/ or w/o SIDELITES
F INSWING / OUTS WING
NON -IMPACT"
GENERAL NOTES
1. This product hos been evaluated and Is In compliance with the 2010 Haldo Buldrlg Code
JFBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ).
rr2. Product anchors shot be as listed and spaced as shown on details. Anchor embedment to
Wbase material sholl be beyond wan dressing or stucco.
Q.3. When used In areas requiring wind bane debris protection this product B 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 2t buck masonry construction.
5. Site conditions that deviate from the detolb of this drawing require further engineering
analysis by o licensed engineer or registered architect.
ItABTE OF CONIFM3
V
0
37.75 MAX
OA FRAME j
DTH I
o o
1
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11—
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15 5" MAx
FRAME WIDTH
FRAME WIDTH
0.75
15SMAX
70.25 MAX OA
FRAME WIDTH
0.ISFRAMEWIDTH
DESIGN PRESSURE (PSF)
INSWING
DESIGNMPRESSURE (PSF)
OIIISWING
NEGAl1VE NEGAi1VE
x 37.75 x 89.5 01 35.0 40.0 35.0 -35.0
OX of XO SW x 82.5 GI 35.0 -40.0 35.0 135.0
0X0
o
GI
x
1 +35.0
o
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L IH
CONNGURATfON
MAX
FRAME
DIMENSION
GLASS
TYPEII
DESIGN PRESSURE (PSF)
INSWING
DESIGNMPRESSURE (PSF)
OIIISWING
NEGAl1VE NEGAi1VE
x 37.75 x 89.5 01 35.0 40.0 35.0 -35.0
OX of XO SW x 82.5 GI 35.0 -40.0 35.0 135.0
0X0 70.25 x 89.5 GI 1 +35.0 1 40.0 1 +35.0
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CONCRETE ANCHOR NOTES
1. Substitution of equal concrete anchors from a different suppler may hove different edge
distance and center distance requirements
2. Concrete anchor locations of the comets may be odWed to maintain the min. edge
distance to mortar joints. Concrete onchor locations noted as IMAX. ON CENTER' must be
adjusted to maintain the n*L edge distance to mortar joints, additional concrete anchors
may be required to ensure the'MAX. ON CENTER' dimension ore not exceeded.
3. Concrete anchor table.*
NCR&i. ANCHOR.
TYPE.-:.
Akchdit.-.: MIN..
EMBEDMENT.
MIN. 'CLEARANCE TO`
MASONRY EDGE
MIN. -jCLEARANCE. To....
ADJACENT - ANCHOR '-.'-
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X OX
CONCRETE ANCHOR NOTES:
1. Substitution of equal concrete anchors from o different suppBer may have different edge
distance and center "once requiremenh.
2 Concrete anchor locations at the Comers may be adjusted to maintain the mh edge
distance to mortarjoints. Concrete anchor locatlom noted as MAX. ON CENTER" must be
odAnted to mabntain the min. edge cbtonce to mortar jdnts, oddltionol concrete anchors
may be required to ensure the MAX. ON CENTER' dimension are not exceeded.
3 Concrete anchor table:
ANCHOR
IYPE'''
ANCHOR;
SIZE::
MIN: ' '=`
EMBEDMENT
MIN.'CLEARANCE TQ';
MASONRY EDGE
MIN: -CLEARANCE TO;.
ADJACENT ANCHOR`.
ITW 1/1' 1.1/4, 2.1/7 T
ELCO 1/1' 1.1/1" 1' P
aur 3/16' 1.1/1• 2-S/7
FRAME ANCHORING HINGE JAMB
OXO
Ix BUCK
4
H Ix SUCK H
M, 2X BUCK L .
2X B K
11
M 2x BUCK 11
9
H 1x BUCK
STRIKE DETAIL HINGE DETAIL
M N.T.S. T
a er JK C
C. MI. LFS !
aro ins
a
FL -14497.3 c
MY —LL a<1 o
4.56--10
F 2.13' —moi
T POLY HUR JAMB
I1SWING ADJOSURIE lHRESHOLD
EnOuo Got
@ INSWING AOJUSTAME THRESHOLDfsiduoTSeAe SR
WOOD JAMN
0.40'
v
TNERSTRI
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8 DOOR ROTTDM SWEEP
line, W. JK I
FL -14497.3
BILL OF MATERIALS
nue DEtcwwN MATEK4
A IXBUCKSG-0.55 WOOD
B 2X BUCK SG - 0.55 WOOD
C 1/,c MAX. SHIM SPACE
D 1/4• X 2.3/4" ELCO OR ITW CONCRETE SCREW STEEL
E
MASONRY - 3,192 PSI MM. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
F 1/4• x 2-1/4' PFH ELCO OR ITW CONCRETE SCREW STEEL
G 1 /4" x 3-1/4' PFH ELCO OR ITW CONCRETE SCREW STEEL
H 3/16" x 3.1 /4• PFH ELCO OR OW CONCRETE SCREW STEEL
L 8 X 2-1 /? PFH WOOD SCREW STEEL
M R8 X 1-1 /7 PFH WOOD SCREW STEEL
1 POLY FIBER JAMB POLY OBER
2 FINGER JOINTED PINE JAMB WOOD
7 WEATHERSTRIP FOAM
8 DOOR 8O7TOMSWEEP VINYL
9 C X f BUTT HINGE STEEL
11 R9 X 3/4" PFH WOOD SCREW STEEL
26 8 X 3" PFH WOOD SCREW STEEL
27 LATCH STRIKE PLATE STEEL
28 DEADBOLT STRIKE PLATE STEEL
31 OUTSWING THRESHOLD ALUM / WOOD
33 INSWING ADJUSTABLE THRESHOLD ALUM / COMP
34 INSWING ADJUSTABLE THRESHOLD ALUM / WOOD
40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
45 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
50 SIDEUTE PANEL - SEE SIDEUTE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
60 SIDEUTE PANEL - SEE SIDEUTE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
88 IX REINFORCEMENT SG >= 0.42 WOOD
4.56--10
F 2.13' —moi
T POLY HUR JAMB
I1SWING ADJOSURIE lHRESHOLD
EnOuo Got
@ INSWING AOJUSTAME THRESHOLDfsiduoTSeAe SR
WOOD JAMN
0.40'
v
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8 DOOR ROTTDM SWEEP
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FL -14497.3
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0
00
BUFFELEN WOODWORXING CO.
TRUE DIVLDED LIMDOUBLE INSWINGDOORS W/SIDEL MS
3. IX AND SK SUM (WHEN USED) SHALL BE DESIGNED
UwHOiED TO PROPERLY TRANSFER ALL LOADS TO THE
ITRUGRIRE SUCK DESIGN AND INSTALLATION ISTHE
AESPONIBINLITY
EOO
OF THE ENGIEERORARCHITE6TOF
N AREAS WAERE W04MO M DEBRIS PROTECTION
11EQIASQROPMS OUT. LOU OF AN APIA IMPACT
NROTECTIE SYSTEM a REQUIRED.
R DOOR FRAME OR OOMPONENTS STRUCRRAL CORE
RATERIAL• LAMINATED VENEER LIbBEN (LVI4ANQCR FW
OR FINE FRIG RJOSAED AND EDGE OWED DORE
RIATTGRIA. USE OF ALTERNATE WOOD VENEM ON THE
SAME STRUCTURAL CORE MATERK a ACCEPTABLE FOR
THIS PRODUCT. LVL MAY SE EITHER VERTI CAI OR
FOWWWAL ORANTATION.
0. GLASS MEETS THE REOUDiEM ENTS OF ASTMEIMI).
TABLE OF CONTENTS
M TALI 770NANCHOJUGEDEMW
Nam
1.fMaPgODUDfaoEStOpED700q LYWIRITIEfOpf
R 0AM0AAN000DE0VC)REQWREMEWM VAD 1.DEStO1N710N9xAMVSTAND FOR MEF OU.0VMO't I.CIE(t)INSTALLAMMANCHORISREQWREDATEALII
ZONE (' / B. MUSSRE LEVEL AT THE DESIGN
XOPERABLE PANEL ANCIOtIDCAT10Ns/IDMM4
O: FRED PANEL
CONIT=
NEEAEA'
DI ARE BASED
HE
PR SIGNED ARE MA ED UP N S AND 2 THE NUMBER OF INSTALLATION ANCHORS DEPICTED ARE
6EALED TEST REPO
DATCI
IDU. THE MINIMUM MASER OF ANQiCR67O BE USED FOR
AIDASBOCL Tm LABORATORY STAMPS ONWODJ PRODUCT INSTALLATION. ANCHORS ARE TO MUCH TYPE.
VERTICAL S3.TIOMS S OLAZINO DETAL
SI, AND EMBEDMENT OF THOSE SOWN HEN FOR
24DEOLRACY OF THE EXISTING STRUCTURAL CONCRETE U RESPECTIVE SSSTRATE.
MASONRY AND mI FTRAM MOAS A MAN WIND FORCE
RESISTING SYSTEM CAPABLE OFWITIMANDIN,AD T. SHIM AS REQUIRED AT BACK INSTALLATION ANCHOR
IRANIEF01111060 APPLIED PRODU=LOADS TO THE WTHLAADBF.ARIIOSLi01 WIaAIWALIDWAM
PTRUCT RECORD.HR 0i THE ENGINEER OR ermR BM a to INCH. 8MM WIETiE BPMF OF the NDI
CT OFMRCOIIiCT RECORD. OR OREATE R OOCLOW. SMIM SHALL BE OONSTRUCI®
OF HIGH DENSITY PLASTIC OR BETTER
3. IX AND SK SUM (WHEN USED) SHALL BE DESIGNED
UwHOiED TO PROPERLY TRANSFER ALL LOADS TO THE
ITRUGRIRE SUCK DESIGN AND INSTALLATION ISTHE
AESPONIBINLITY
EOO
OF THE ENGIEERORARCHITE6TOF
N AREAS WAERE W04MO M DEBRIS PROTECTION
11EQIASQROPMS OUT. LOU OF AN APIA IMPACT
NROTECTIE SYSTEM a REQUIRED.
R DOOR FRAME OR OOMPONENTS STRUCRRAL CORE
RATERIAL• LAMINATED VENEER LIbBEN (LVI4ANQCR FW
OR FINE FRIG RJOSAED AND EDGE OWED DORE
RIATTGRIA. USE OF ALTERNATE WOOD VENEM ON THE
SAME STRUCTURAL CORE MATERK a ACCEPTABLE FOR
THIS PRODUCT. LVL MAY SE EITHER VERTI CAI OR
FOWWWAL ORANTATION.
0. GLASS MEETS THE REOUDiEM ENTS OF ASTMEIMI).
TABLE OF CONTENTS
SHEET REV. BEET OE.SdSPTpN
1 GENERAL AND INSTALLATION NOTES
t ELEVATION
J ANCHOR LAYOUT
o
VERTICAL SECTIONS
b — VERTICAL S3.TIOMS S OLAZINO DETAL
S HORIZONTALSECTIONS
4. FOR INSTALLATION INTO WOCDFRAMNG.USE MWOOD
SCREWS OF SUFPICEM LENM TO ACHENE 1102 INCH
MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE a S4
INCHES.
S. FOR INSTALLATION THROUGH Ix BUCK TOOOMCIEIE U
MASONRY, OR DIRECILY INTO CONCRETE I MASONRY,
USE IN INCH TOW TAPCGMS OF SUFFICIENT LEM MTO
ACHIEVE 134 INCH MINIMUM EMBEDMENT INTO
CONCRETE AND 1 IM NCI MNMLNA EMBEDMENT NTD
MASONRY. MINIMUM EDGE DISTANCE a 2-12 DNCHES FOR
CONCRETE AND MASONRY.
6 MINIMUM EMBEDMENT AND EDGE DISTANCE E CO UDE
WALL FINISHES (NC.YDDRG BUT NOT LIMITED TD
STUCCO. FOAYL BRILL VENEER AND SING).
T. FOR CONCRETE BLOOD DO NOT INSTALL OWALLATIOM
IMPACT RATING
WHERE WATER NFILTRATIGR
REOUDREME:T ISNEEDED
VVIGM WATER INFILTRATION
REOUIREMENT a NOT NEED® NONE
AMCHORSHNTOMOMARJ00TS. EDLI:DISTAICEIS
R3
o
MEASURED FROM FREE EDGE OFRLACIIOR EDRF OF
MORTAR JOINT INTO FACE SOIL OF BLOM a gsS
EE 8
a INSTALLATION ANCHOR CAPACTM FOR PR00LlCM
H ORMN ARE BASED ON SUSSTAATE MU9WLS WITH LLLTHEFOLLOWINGPROPERTIiS: 9
A. WOOD • MINIMUM SPECIFIC GRAVITY OF DAL
S. CONCRETE • MIDUM C01/RESSYE SIRBIGm
OFJ1000ANDCOMPLIES WITHACMI. ACI J168S
ANDACIMC. 1), 3
MASONRY - SM031M CONFORMANCE TO ASTNI
ORD AID AC 67600. GRACE IL TYPE 1(OR
GREATER)
DESIGN PRESSURE RATING (PSF) IMPACT RATING
WHERE WATER NFILTRATIGR
REOUDREME:T ISNEEDED
VVIGM WATER INFILTRATION
REOUIREMENT a NOT NEED® NONE
sled R3
flowA, LPE
FMy PL N. 4M
iRR
FRAME WOM n
35 Or MAX OA
PANELYfiM f
0 0
v
o
8
1711 ISO milli
E >t
loll III loll 1
2Y
oil I'm I I 111 11
H
o
F11311 .
11"1111 h1wiml ire 2r
9 E
11
WEI OW MNEI ME E
milli Illi, milli MIN
ELEVATION HINGE DETAIL
nnttaatvmv nM= vww
tmt.au.lfhaPE ft &M
gtltt
o tP•v CEN
7 no S
TATE Of •:
rri l•
hNtlltl
vv v
i
r MAX
9 3W MAX r MK 6
RMAX FROMCL
tOM Cl. cm-)
TYPa 93w MAX
99M•MAX 1 Wr
FROMC.L
FROM CL (TYP.) (
TW')
TMP.)
S 3W MAX
r(rYP.) SEE DETAIL 1
0
AI AOH AT
r MAX. FROM SWAQ BOLT
SolCORkMERSMVP.)
LI $ FROM CORNER Lj3 Es
MAXS
o.C.M.)
D D D
T- JOE
QbTALLATiONANG101i
F / ! TOPofwH D IEI
IDE ]EIE
IFIF T11
ie
INBTALLATTIWON
ANCHOR (TYP.) \ y
M MAX. FROM 1—.:.4CORNERS(TYP.),r
S 3W MAX ,• MAX S SIP MAX
FROM CLS FROM C.L FROM C.L
Aayn A M W ft rE
9 Sl4• MAX 1• MAX 7 Wr MAX. Fk" PAL o m
IUI
FROM CL FROM CL FROM C.L
ANCHOR LAYOUTi
BATE OF
N
BFoIE/LE.P
2 lAr MIK EDGE DISTANCE IM'nWTAPOON
INSTALLATIONANCHOR
CONCRETE BY OTHERS
PBEE NOTE 2 ON SHEET 11)
1 3w MIK
1CMAX&M
PERIMETER SEALANT lXWOODBUCIC
BYOTHERB 0
13Y OTHERS (SEE NOTIE
3 ON SHIEU i)
r Sm BOLT
ROOkMIOOO MU
SURFACE BOLT
LUPO
7
INTERIOR
B wm
NEL AT =AD
SEEGLAMOSTAIL
ONS),we
EXTIERM INTERIOR
T SEX MIT
i ROCKWOODN"
09x 2 lir FHW5
INTERIORSURFACEBOLT
IW ITW TAPCON
INSTALLATION ANCHOR
ISOLATION MATERIAL BETWEEN
PERIMETER SEALANT. BILL AND CONCRETEV=9ILLjAIV4
By OTHERS FUFORFULL LENGTH OF SILL PERIMEM SEALANT
BY OTHERS (SEE I Yr UK
NOTE 2 ON SHEET 1) EMBEDMENT
2 IR- MIK EDGE DISTANCE
D=ORPANELPANEL AT
2 up UK am DISTANCE
SYOTHm
PERIMETER SEALANT
BY OTHERS
EXTERIOR
TAX O.A.
FRAME
WrffWTAPCM
INSTALLATION ANCHOR
IWMAX SHNAJ
BY OTHERS (SEE NOTE
3 ON SHEET 1)
89 X 2 Irr FHW9
ON GLAZING DETAIL
ON SHEET 5
INTERIOR
YERTIC O SE O -N
CONCRUMbUILSTIA111
SMELL TEPANEL ATREAD
EXTERIOR:
09x 2 lir FHW5
INTERIOR
IWITWTAPCOH
INSTALLATION ANCHOR ISOLATION MATERIAL BETWEEN
SILL AND CONCRETE
PERIMEM SEALANT FOR FULL LENGTH OF SILL
BY OTHERS
13W MIN.
CBY ll(SEE EMBEDMENT
NOTE 2 ON SHEET 1
2 Irr MIN. EDGE DISTANCE
VERU"SECTION
CUNCRM SUBSIXAM
SWEliMPAWMATSIL
LiN
MONIAMOM&P.1L
nmftl-&ftmw
OF
N
II'MKEDIIFAMSTANCE}
2X WOOO FRAMEIBYOfltERSOM
DTE 2 ONI SHEET 1)
SHEAT 4 BY
OTHERS
EXTERIOR FINISH
BY OTHERS
PERIMETER
SEALANT BY
OTHERS
T SEX BOLT
MAIL OA
FRAME
IEKW
EXTERIOR
ow000sCFEW
INSTALLATION AMC"
I tlll0l
EMe®MMENT'
IWMAXSHIN
ROCKWOOD NO -12
SURFACE BOLT
E Cs TION
IAlm
DOOR PARID, AT ®AD
UT' CLEAR TEMPERED GLASS
ALL PANELS GLAZED WITH PECORA
AC -2D GRADE ACRYLIC LATEX CAULK
GLASS STOP
f TIP.)
SII' BRAD NAIL
1/
EXTERIOR MAIL 7h r
GLASS SITE
INTERIOR
GLAZING DETAO.
3W MIL EDGE DISTANCE
2X WOOD FRAME
BY OTTERS (SEF
NOTE20MSNE I t)\
OTHERS
EXTERIOR F-00- N
BY OTHERS
PERIMETER
SEALANT BY
OTHERS
MAX OA
FROM
NDGHT
EXTENOOR
Nno WOOD SCREW
INSTALLATION ANCHOR
I VZ WL
EMBEDMENT
Ed --I
1w z SNIT
W X 2 t/r FHWS
SEE OLAM DETAeL
ON TWO OH T
INTERIOR
F
VERTIC O
WOOD FRAW SUBSTRATE
S—MPAN®.ATTEAD
Ie
MAIL OA
FRAME
WIDTH
EXTERIOR FROM
BYOINEW EXTERIOR F9M BY OTHERS 1XWOWBLpCX
UEATHINGBYOMERSEXTERIOR BY OTNHRS (SEE NOME
PERIMETER SEALANT
Brvr)ERs
PERI METM SEALANT BY OTHERS
SON &MEET 1) uul
21aM.
I
EDOE 06fANCEEDGEDISTANCe
IW ITW TANOON
tRROWOWSCREW ;! i SgTALLATIONANCHOR
INSTALLATIONANCI" • .
I
WOW FRIWE t+DX2 U? •• .! MASONRYBYOHERS (SEE NOTE WOOD 8CREIN
X s >Q
BYOTHERS (SEE
2 ON BHEET 1)
INTERIOR WOOD SCREW
NOTE 2 ON SHEET 1)
Y
11M• MOL EMBEDMENT
C; I Ur MSM. EMBEDMENT 111• MAX SHIM O
1N• MAX SHM1M
RIZONTAL C
MANOMY SUBSTRATE
HORIZONTAL SF170N
SMO 178 PANE. AT]AM® SWE fTE PANEL AT UM®
EXTERIOR
nmoic
NAM -ire X 1•CORRUOA7TD NAL
EXTERIOR
OF
PLAT OF "BOUNDARY" SYRVEY
V/
FOR
JAMES F. BLAKE
LEGAL DESCFW WN
Lots 1 and 2, Block 14, Tier 2, FLORIDA LAND AND COLONIZATION COMPANY LIMITED E R TRAFFORDS
MAP OF THE TOWN OF SANFORD, according to the plat thereof as recorded in Plat Book 1, Pages 56 through
64, of the Public Records of Seminole County, Florida.
OFFICE
w
w
0
PERMIT # _ ;t- 'I r4MW
t2- S-TREET
d• CLI16-- 014'CEDAR
u S89 58
v
3.99•
40.00'
BRICK g PROPOSED
i PAVERS N GARAGEN
6 40.00'
22.47 •12'PAL4
O
O
w
J O \
Q +
i cr I • , • •
z
0W
KW
N
a g
0.1
V
i I.
z z
G
8
wowMCK
18•
S' "roar FENCE
W 117.00'
014'7REE
CEDARS
wloEl
28.8'
1 STORY
FRAME
RES
42.2'
u
S 89'58'40" W 117.00;
3
12'7REE O
O rn
O
O
Z
F-
o
N d N
u I
2
SCALE: 1"=30'
So 20 10 0 so 60
o - INDICATES IRON & CAP 33382
ED::
z: 41.00'
SURVEY NOTES:
1) The street address of the above-described property is 1204 South Palmetto Avenue
2) The above-described property lies in a Flood Zone X
SURVEYOR'S CERTIFICATE
This is to certify that this 'Boundary Survey' of the above-described property and the plat hen3ort delineated is an aocurate
representation of the same. I further certify that this survey meets the Minimum Technical standards set forth by the Flodda'Board of
Surveyors and Mappers pursuant to Chapter 5.1-17 of the Florida Administrative Code pursuant tD Section 472.027 of the Florida
PROJECT NO: 13 -
2r
R. BWR KITNFR -• P.S.M. NO. 3382
2597 SANFORD AVENUE — SANFORD. FL 32773
407 322 2000
NOT VALID WITHOUT SEAL
SURVEY DATE: II DEC. ZO
OFFICE
James F. Blake & Barbara Farrell
These windows have been designed in accordance with the requirements of the 2010
Florida Building Code — Residential, Chapter 3, Section R301.2.1.1. The following wind
load requirements, in accordance with the 2010 Florida Building Code — Building,
Chapter 16, Structural Design, Section 1609 and ASCE 7-10 were employed in the
design of the structure:
Ultimate Design Wind Speed (V„ i,): 140 MPH
3 -Second Gust Wind Speed (Vasd): 108 MPH
Risk Category: II
Wind Exposure Category: B
Applicable Internal Pressure Coefficient: +/- 0.18
Design Pressure for Exterior Components & Cladding:
Roof: Existing Roof.
Walls: Existing Walls
For Openings, See "Wind Loads on Exterior Openings" Schedule Attached
Type of Roof System: Existing.
Materials: Existing.
Fastening Requirements: Existing.
Flashing Requirements: Existing.
Attachment Requirement:
Attach Jambs Using #10 Screws With 1" (Min.) Embedment Into #2 S.Y.P. Spaced a
Max. of 10" on Center.
Attach Vertical Rails Using #10 Screws With l" (Min.) Embedment Into #2 S.Y.P.
Spaced a Max. of 10" on Center.
Attach Top Rails Using #10 Screws With 1" (Min.) Embedment Into #2 S.Y.P. Spaced a
Max. of 10" on Center.
Attach Bottom Rails Using #10 Screws With I" (Min.) Embedment Into #2 S.Y.P.
Spaced a Max. of 10" on Center.
Attach Each Hinge Using (4) #8 Screws With 1" (Min.) Embedment Into #2 S.Y.P.
Header.
DAvls & CLEATON ENGINEERING, INC.
260 WEKIVA SPRTNGs ROAD, SUITE 1060
LONGWOOD, FL 32779
PHONE #:407-539-2353 L c. #35816
James F. Blake & Barbara Farrell
Mark
A
B
C
WIND LOADS ON EXTERIOR OPENINGS
OPENING SIZE TOTAL TOTAL POSITIVE NEGATIVE LENGTH OF
AREA LOAD WIND LOAD WIND LOAD BUCK ATTACHMENT
Ft.2) (Lbs.) (PSF) (PSF) (In.)
Window 2'-6"x4'-8" 11.7 340 21.8 29.1 142.000
2) Window 2'-0"x4'-0" 16.0 466 21.8 29.1 144.000
Window 2'-8"x2'-0" 5.3 155 21.8 29.1 80.000
1.) For exterior windows, use 1x4 P.T. buck on jambs and head.
2.) For exterior doors, use 2x4 (Min.) P.T. buck on jambs and head.
3.) For garage door use minimum 2x6 P.T. buck for jambs and required spring pads.
4.) Provide enough fasteners of type used to equal or exceed stated loads on table.
Fasteners are required no closer than 2" or more than 4" from ends and spaced
equal in distance along balance of buck.
Minimum fasteners for top buck is 2.
Minimum fasteners for side buck is 3.
Approved Fasteners:
3/16 Tapcon with 1 %" penetration = 230 Ib. of holding power.
Tapcon with 2" penetration = 380 Ib. of holding power.
See manufacturers specification for required fasteners to attach garage door, entry doors, patio doors and
windows to building. Note: Garage door "bucks" shall be attached to studs with 3/8"x4" lag bolts. Spaced
each 24" o.c. with minimum of 3 bolts.
Davis & Cleoton Engineering, Inc.
260 Wekiva Springs Rd., Suite 1060
Longwood, FL 32779
Ph.# 407-539-2353
Lic.# 35816
LOAD PER LIN.
FT. OF BU.
LB. per FT.)
29
39
23
k311i
sl
At
7"
3 X5-yam".
M,Mx 6 i lvl 7oO
DAVIS & CLEATON ENGINEERING, INC.
260 WEKIVA SPRINGS ROAD, SUITE #.1060
LONGWOOD, FLORIDA 32779
PH. # 401.539 - 2353 LIC. # 35816
fgf m
t
T: if
rw4'
I r,
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4;
IV& A &A(loow
DAVIS & CLEATON ENGINEERING, INC.
260 WEKIVA SPRINGS ROAD, SUITE #.1060
LONGWOOD, FLORIDA 32119
PH. # 407- 539 - 2353 LIC. # 35816
i a
IT
Z y
K
MARK C ld/ / Docs/
DAVIS & CLEATON ENGINEERING, INC.
260 WEKIVA SPRINGS ROAD, SUITE # 1060
LONGWOOD, FLORIDA 32779
vet ".f17 - 5.30. 7353 LIG. :ff 35RI6
if
Project: James F. Blake & Barbara Farnell
1204 So. Palmetto Avenue
Sanford, FL
Preparer: Frank A. Cleaton, Jr.
Davis 8 Cleaton Engineering, Inc.
260 Wekiva Springs Road, Suite 1060
Longwood, FL 32779
PE 1135816
Date: April 9, 2014
Structural Notes:
1.) Contractor shall verify all dimensions and conditions on the job site.
2.) These windows are not designed as Impact Resistant windows.
Design Criteria:
Design Code: 2010 Florida Building Code
Note: Design loads were obtained in accordance with ASCE 7-10
American Society of Civil Engineers Minimum Design Loads for
Buildings and Other Structures)).
Scope of Work:
Check member sizes and glass thickness and determine the connectors required to attach the
windows to the building frame construction to resist the design wind loads.
Design Parameters:
Ultimate Design Wind Speed = V.K. = 140 MPH
Nominal Design Wind Speed = Ve,d. = 108.44 MPH
CCS Restoration - 2010 FSC - Slake d Farrell - 1204 So Patmeao Ave.. windows - 4-311 Page 1 of 8
Risk Category:
Building Category:
Building Type:
Wind Exposure:
II
II
Residential Windows
9.13,1
Determine Mean Roof Height:
Grade =
Exterior Eave Height =
Distance to Grade =
Mean Roof Height =
Windows: Mark "A"
Type of Window: Double Hung Window
Material: Cyprus
0.00 Ft.
9.5 Ft.
2 Ft.
14.31 Ft.
Construction: 2 1/4" x 13/8" top and side rails and 3 1/2" x 13/8" bottom rail with perimeter 3/4" x 5 1/2"
jambs and (2) 13/4" x 15/8" center member. Pieces are joined using DAP 33 Glazing with
an allowable max. length of 48" in any run direction.
Connections: Attached @ top and bottom with #10 wood screws.
Jambs: Jambs are screwed to the wood window frame.
Windows: Mark "B"
Type of Window: (2) Double Hung Window
CCS Restoration - 2010 FBc - Blake a Farren -12064 so Palmetto Ave - wrndowa - 4-9.14 Page 2 of 8
Material: Cyprus
Construction: 2 1/4" x 13/8" top and side rails and 3 1/2" x 13/8" bottom rail with perimeter 3/4" x 5 1/2"
jambs and (2) 13/4" x 15/8" center member. Pieces are joined using DAP 33 Glazing with
an allowable max. length of 48" in any run direction. The vertical member between the
windows is 5 1/2" x 7" wide.
Connections: Attached @ top, bottom and center vertical member with #10 wood screws.
Jambs: Jambs are screwed to the wood window frame.
Windows: Mark "C'
Type of Window: Awning Window
Material: Cyprus
Construction: 2 1/4" x 13/8" top and side rails and 3 1/2" x 13/8" bottom rail with perimeter 3/4" x 5 1/2"
jambs. Pieces are joined using DAP 33 Glazing with an allowable max. length of 48" in any
run direction.
Connections: Attached @ top with (2) 3" hinges.
Hinges: Welded hinges.
Jambs: Jambs are screwed to the wood window frame.
Determine Loadina:
Windows:
Design Pressures for Windows:
Zone Positive Negative
P( SF) (PSF)
CCS Restoration - 2010 FOC - Stake a Fenreu -1204 So. vsmretto Ave. - Windows .4-9-14 Page 3 of 8
Interior 21.8
End 21.8
Design Loads for Windows:
Design Load on Side Rails =
Design Load on Top Rails =
Design Load on Bottom Rails =
Design Load on Center Vertical Member =
Design Loads on Connections:
Design Load @ Top of Window =
Design Load @ Bottom of Window =
Design Load on Center Horizontal Member =
Design Load @ Middle Vertical Member =
23.6
29.1
65.88 Lbs./Ft.
122.97 Lbs./Ft.
122.97 Lbs./Ft.
136.14 Lbs./Ft.
307.42 Lbs.
307.42 Lbs.
137.93 Lbs.
Material Used for Window Components =
Properties:
Compression = 400 PSI (Min.)
Tension = 270 PSI (Min.)
Shear = 810 PSI (Min.)
Cyprus
210.8 Lbs.
CCS Restoration - 2010 FOC - Blake & Farrell -1204 So. Palmetto Ave. - Windows .4-9-14 Page 4 of 8
Evaluation of Window Members:
Determine Properties of Window Components:
Jambs:
Dimensions:
Section Modulus = 3.78 In.'
Max. Allowable Load = 170.16 Lbs./Ft. 122.97 Lbs./Ft. O.K.
Therefore, 3/4" x 51/2" Jambs Are Acceptable Provided They are Attached a Maximum of 24" on Center.
Vertical Rails
Section Modulus = 0.71 In.'
Max. Allowable Load = 71.78 Lbs./Ft. > 65.88 Lbs./Ft. O.K.
Therefore, 13/8" x 21/4" Side Rails Are Acceptable Provided They are Attached a Maximum of 16" onCenter.
Too Rails
Section Modulus = 0.71 In.'
Max. Allowable Load = 127.62 Lbs./Ft. > 122.97 Lbs./Ft. O.K.
Therefore, 13/8" x 21/4" Top Rails Are Acceptable Provided They are Attached a Maximum of 12" on
CCS RestoraGan - 2010 FSC - Slake d Farrell - 1204 So. palmetto Ave. - wrWaws - 4-9-14 Page 5 of 8
Center.
Bottom Rails
Section Modulus = 1.10 In.'
Max. Allowable Load = 198.52 Lbs./Ft. > 122.97 Lbs./Ft. O.K.
Therefore, 1 318" x 31/2" Bottom Rails Are Acceptable Provided They are Attached a Maximum of 12" on
Center.
Center Horizontal Member:
Section Modulus = 3.32 In.'
Max. Allowable Load = 132.25 Lbs./Ft. = 137.93 Lbs./Ft. O.K.
Therefore, (2)1 5/8" x 13/4" Center Horizontal Members Are Acceptable Provided They are Attached.
Center Vertical Member:
Section Modulus = 35.29 In.'
Max. Allowable Load = 397.03 Lbs./Ft. > 210.80 Lbs./Ft. O.K.
Therefore, (2)1 5/8" x 13/4" Center Horizontal Members Are Acceptable Provided They are Attached.
Evaluation of Connections for Window:
Determine Capacity of Connectors:
CCS Restoration - 2010 FBC - Blake d Farrell -1204 So. PelmettO Ave. - Windows - 4-9.14 Page 6 of 8
Attaching Member = #2 S.Y.P. Stud
Thread Penetration = 1 In. (Min.)
Size Screw Capacity
L( &I
8 x 3" 167.33
10 x 3 1/2" 174
Attachment for Jambs:
Spacing = 1.28 Ft. = 15.34 In.
Therefore, it is Acceptable to Use #10 x 31/2" Screws with 1" (Min.) Embedment Into #2 S.Y.P. Stud
Spaced a Maximum of 15 Inches on Center.
Attachment for Vertical Rails:
Spacing = 2.64 Ft. = 31.70 In.
Therefore, it is Acceptable to Use #10 x 31/2" Screws with 1" (Min.) Embedment Into #2 S.Y.P. Stud
Spaced a Maximum of 16 Inches on Center to Satisfy Spacing for Side Rails.
Attachment for Top Rails:
Spacing = 1.42 Ft. = 16.98 In.
Therefore, it is Acceptable to Use 010 x 31/2' Screws with 1" (Min.) Embedment Into #2 S.Y.P. Stud
Spaced a Maximum of 12 Inches on Center to Satisfy Spacing for Top Rails.
Attachment for Bottom Rails:
CCS Restoration - 2010 FBC - Blake & Farrell - 1204 So. Palmetto Ave - Windows .4-9-14 Page 7 of 8
Spacing = 1.42 Ft. = 16.98 In.
Therefore, it is Acceptable to Use #10 x 31/2" Screws with 1" (Min.) Embedment Into #2 S.Y.P. Stud
Spaced a Maximum of 12 Inches on Center to Satisfy Spacing for Bottom Rails.
Attachment for Hinges:
Number Required = 1.84
Therefore, it is Acceptable to Use (4) #8 x 3" Screws with 1" (Min.) Embedment Into #2 S.Y.P. Header
to Attach Each Hinge.
Check Glass:
Non -Leaded Glass Windows:
Maximum Design Wind Pressure =
Window Area =
Thickness of Glass Required =
29.1 PSF
1.3 Ft.2
2.2 mm For DP 80 with Aspect Ratio
Greater than 2)
Therefore, 1/8" Thick Glass in the Non -Leaded Windows is Acceptable.
CCS Restoration - 2010 FSC - Slake 6 Farrell - 1204 So Palmetto Ave - Windows . 4.9.14 Page 8 of 8
F ERIVI11' # /y- z y
FORM 405-10
SITE
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: 17470414R Builder Name: ee.+e1g.
Street: 1204 Palmetto Ave Permit Office: Sanford
City, State, Zip: Sanford, FL , Permit Number: /9 //2y
Owner. Blake & Farrell Res. Jurisdiction: 691500
Design Location: FL, Orlando
1. New construction or existing New (From Plans) 9. Wall Types (1503.3 sqft.) Insulation Area
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior R=11.0 1503.30 ft'
b. N/A R= fp
3. Number of units, if multiple family 1 c. N/A R= ft'
4. Number of Bedrooms 2 d. N/A R= ft'
10. Ceiling Types (1665.0 sqft.) Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1665.00 ft=
6. Conditioned floor area above grade (ft) 1665 b. N/A R= ft'
N/A R _ s
Conditioned floor area below grade (W) 0
11.
c.
Ducts R ft'
7. Windows(344.2 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Kitchen 6 664
a. U -Factor: Sgl, U=0.32 344.17 ft'
SHGC: SHGC=0.33
fP 12. Cooling systems kBtu/hr Efficiencyb. U -Factor. N/A
a. Central Unit 48.0 SEER:13.00
SHGC:
c. U -Factor. N/A ft2
SHGC: 13. Heating systems kBtu/hr Efficiency
d. U -Factor. N/A ft2 a. Electric Heat Pump 48.0 HSPF:8.00
SHGC:
Area Weighted Average Overhang Depth: 3.176 ft.
Area Weighted Average SHGC: 0.330 14. Hot water systems
a. Electric Cap: 40 gallons
8. Floor Types (1665.0 sqft.) Insulation Area EF: 0.920
a. Crawlspace R=19.0 1665.00 ft' b. Conservation features
b. N/A R= ft' None
c. N/A R= ft' 15. Credits CF, Pstat
Glass/Floor Area: 0.207
Total Proposed Modified Loads: 36.38 PASSTotalStandardReferenceLoads: 45.34
1 hereby certify that the plans and specifications covered by Review of the plans and oNE STgT
this calculation are in compliance with the Florida Energy specifications covered by this
Code.eeero.ae calculation indicates compliance
David
o.
Abmoo.-o.M o-,S with the Florida Energy Code. lift .
PREPARED BY: AbOOd w Before construction is completed
forDATE: _.
01°" this building will be inspected V a
compliance with Section 553.908
1 hereby certify that this building, as designed, is in compliance Florida Statutes.
with the Florida Energy Code. 00 WE'C
OWNER/AGENT: BUILDING OFFICIAL:
DATE: DATE:
Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist
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4/2/2014 11:19 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6
PROJECT
Title: 17470414R Bedrooms: 2 Address Type: Street Address
Building Type: User Conditioned Area: 1665 Lot #
Owner: Blake & Farrell Res. Total Stories: 1 Block/SubDivision:
of Units: 1 Worst Case: No PlatBook:
Builder Name: Rotate Angle: 0 Street: 1204 Palmetto Ave
Permit Office: Sanford Cross Ventilation: No County: Seminole
Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford ,
Family Type: Single-family FL,
New/Existing: New (From Plans)
Comment:
CLIMATE
IECC Design Temp Int Design Temp Heating Design Daily Temp
Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range
FL, Orlando FL ORLANDO INTL AR 2 41 91 70 75 526 44 Medium
BLOCKS
Number Name Area Volume
1 Entire House 1665 13320
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 Master Bedroom 358 2864 No 0 1 1 Yes Yes Yes
2 Laun. 55 440 No 0 1 Yes Yes Yes
3 M. Bath 108 864 No 0 1 Yes Yes Yes
4 Bath 50 400 No 0 1 No Yes Yes
5 Kitchen 295 2360 Yes 0 1 Yes Yes Yes
6 Bedroom 210 1680 No 1 1 1 Yes Yes Yes
7 Bath 2 58 464 No 0 1 Yes Yes Yes
8 Den 164 1312 No 1 1 Yes Yes Yes
9 Dining 170 1360 No 1 1 Yes Yes Yes
10 Living 197 1576 No 0 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet
1 Crawlspace Master Bedroom 47.6 ft 0 358 ft2 19 0 1 0
2 Crawlspace Laun. 14.4 ft 0 55 ft2 19 0 1 0
3 Crawlspace M. Bath 10.7 ft 0 108 ft2 19 0 1 0
4 Crawlspace Bath 1 ft 0 50 ft2 19 0 1 0
5Crawlspace Kitchen 29.6 ft 0 295 ft2 19 0 1 0
6 Crawlspace Bedroom 14.1 ft 0 210 ft' 19 0 1 0
7 Crawlspace Bath 2 4.1 ft 0 58 ft2 19 0 1 0
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4/2/201411:19 AM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6
FLOORS
Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet
8 Crawlspace Den 25.7 ft 0 164 ft2 19 1 0 0
9Crawlspace Dining 13.5 ft 0 170 ft2 19 0 1 0
10Crawlspace Living 28.1 ft 0 197 ft2 19 0 1 0
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
Type Materials Area Area Color Absor. Tested Tested Insul. deg)
1 Gable or Shed Composition shingles 1755 ft2 276 ft2 Medium 0.99 No 0.9 No 0 18.4
ATTIC
V Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1665 ft2 N N
CEILING
Ceiling Type Space R -Value Area Framing Frac Truss Type
1 Under Attic (Vented) Master Bedroom 30 358 ft2 0.1 Wood
2 Under Attic (Vented) Laun. 30 55 ft' 0.1 Wood
3 Under Attic (Vented) M. Bath 30 108 ft2 0.1 Wood
4 Under Attic (Vented) Bath 30 50 ft' 0.1 Wood
5 Under Attic (Vented) Kitchen 30 295 ft2 0.1 Wood
6 Under Attic (Vented) Bedroom 30 210 ft' 0.1 Wood
7 Under Attic (Vented) Bath 2 30 58 ft2 0.1 Wood
8 Under Attic (Vented) Den 30 164 ft2 0.1 Wood
9 Under Attic (Vented) Dining 30 170 ft2 0.1 Wood
10 Under Attic (Vented) Living 30 197 ft2 0.1 Wood
WALLS
Adjacent Cavity Width
Space
Height Sheathing Framing Solar Below
V # Omt-T.o WaU Type lue Et-In-Et-tn-Area-Ri-Value_Eraction-Absor._Grade%-
1 N Exterior Frame - Wood Master Bedro 11 9 11 8 0 79.5 ft= 0 0.25 0.2 0
2 S Exterior Frame - Wood Master Bedro 11 17 10 8 0 142.5 ft2 0 0.25 0.2 0
3 W Exterior Frame - Wood Master Bedro 11 19 11 8 0 159.0 ft2 0 0.25 0.2 0
4 N Exterior Frame - Wood Laun. 11 7 11 8 0 63.0 ft2 0 0.25 0.2 0
5 W Exterior Frame - Wood Laun. 11 6 7 8 0 52.5 ft2 0 0.25 0.2 0
6 S Exterior Frame - Wood M. Bath 11 10 8 8 0 85.5 ft2 0 0.25 0.2 0
7 N Exterior Frame - Wood Kitchen 11 15 5 8 0 123.0 ft2 0 0.25 0.2 0
8 E Exterior Frame - Wood Kitchen 11 6 11 8 0 55.5 ft2 0 0.25 0.2 0
9 W Exterior Frame - Wood Kitchen 11 7 4 8 0 58.5 ft2 0 0.25 0.2 0
10 S Exterior Frame - Wood Bedroom 11 14 1 8 0 112.5 ft2 0 0.25 0.2 0
11 S Exterior Frame - Wood Bath 2 11 4 2 8 0 33.0 ft2 0 0.25 0.2 0
12 E Exterior Frame - Wood Den 11 12 2 8 0 97.5 ft2 0 0.25 0.2 0
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System Type Subtype Efficiency Capacity Block Ducts
WALLS
None HSPF: 8 48 kBtu/hr 1 sys#1
COOLING SYSTEM
Adjacent Cavity Width Height
Efficiency
Sheathing Framing Solar Below
Omt
1 Central Unit
T.o Wall_T_ype Space R-Value-Ft_In_Ft_in
sys#1
Area R_Value_Fraction-Absor Grade%_
13 S Exterior Frame - Wood Den 11 13 6 8 0 108.0 ft2 0 0.25 0.2 0
14 N Exterior Frame - Wood Dining 11 13 6 8 0 108.0 ft2 0 0.25 0.2 0
15 N Exterior Frame - Wood Living 11 13 6 8 0 108.0 ft= 0 0.25 0.2 0
16 E Exterior Frame - Wood Living 11 14 8 8 0 117.3 ft= 0 0.25 0.2 0
DOORS
Omt Door Type Space Storms U -Value Width Height Area
Ft In Ft In
1 N Wood Master Bedro None .46 3 7 21112
WINDOWS
Orientation shown is the entered, Proposed orientation.
V Wall Overhang
Omt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening
1 N 1 Metal Single (Clear) Yes 0.32 0.33 42.0 ft2 4 It 0 in 1 ft 0 in None None
2 S 2 Metal Single (Clear) Yes 0.32 0.33 15.0 ft' 2 ft 0 in 1 ft 0 in None None
3 W 3 Metal Single (Clear) Yes 0.32 0.33 45.0 ft' 2 ft 0 in 1 ft 0 in None None
4 S 6 Metal Single (Clear) Yes 0.32 0.33 6.0 ft2 2 ft 0 in 1 ft 0 in None None
5 N 7 Metal Single (Clear) Yes 0.32 0.33 30.0 ft' 2 It 0 in 1 ft 0 in None None
6 W 9 Metal Single (Clear) Yes 0.32 0.33 42.0 ft' 4 ft 0 in 1 It 0 in None None
7 S 10 Metal Single (Clear) Yes 0.32 0.33 30.0 ft' 2 It 0 in 1 ft 0 in None None
8 E 12 Metal Single (Clear) Yes 0.32 0.33 29.2 ft' 6 ft 0 in 1 ft 0 in None None
9 S 13 Metal Single (Clear) Yes 0.32 0.33 15.0 ft2 2 It 0 in 1 11:0 in None None
10 N 14 Metal Single (Clear) Yes 0.32 0.33 30.0 ft 2 ft 0 in 1 ft 0 in None None
11 N 15 Metal Single (Clear) Yes 0.32 0.33 30.0 112 2 It 0 in 1 ft 0 in None None
12 E 16 Metal Single (Clear) Yes 0.32 0.33 30.0 ft2 6 It 0 in 1 ft 0 in None None
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Best Guess 00839 36641. 2011.5 3783.0 6.1247 165.05
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump None HSPF: 8 48 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit Split SEER: 13 48 kBtu/hr 1440 cfm 0.74 1 sys#1
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HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Kitchen 0.92 40 gal 50 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert # Company Name System Model # Collector Model Area Volume FEF
None None ft'
DUCTS
V Supply — Return — Air CFM 25 CFM25 HVAC #
Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool
1 Attic 6 664 ft' Attic 664 ft2 Default Leakage Kitchen Default) (Default) 1 1
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
Coolingeatng H Jan H Feb Mar Apr
Apr
M:y
MaIXI Jun rl
Jul
Jun Jul
Au
Aug Sep
riS
W
Oct
Oct
Nov
NovNov H Dec
DecVentingJanFebMary
lX]
X
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
4/2/2014 11:19 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6
FORM 405-10
Florida Code Compliance Checklist
Florida Department of Business and Professional Regulations
Residential Whole Building Performance Method
ADDRESS: 1204 Palmetto Ave PERMIT #:
Sanford, FL,
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:
Basketed 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 and
controls 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.
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ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 80
The lower the EnergyPerformance Index, the more efficient the home.
1204 Palmetto Ave, Sanford, FL,
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 (ft)
7. Windows" Description
a. U -Factor. Sgl, U=0.32
SHGC: SHGC=0.33
b. U -Factor: N/A
SHGC:
c. U -Factor. WA
SHGC:
d. U -Factor: N/A
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
8. Floor Types
a. Crawlspace
b. N/A
c. N/A
New (From Plans) 9. Wall Types Insulation Area
Single-family
a. Frame - Wood, Exterior R=11.0 1503.30 ft'
b. N/A R= ft
1 c. N/A R= ft'
2 d. N/A R= ft2
10. Ceiling Types Insulation Area
No a. Under Attic (Vented) R=30.0 1665.00 ft'
1665 b. N/A R= ft2
c. N/A R= ft'
Area
11. Ducts R ft'
344.17 ft' a. Sup: Attic, Ret: Attic, AH: Kitchen 6 664
ft'
12. Cooling systems kBtu/hr Efficiency
ft' a. Central Unit 48.0 SEER:13.00
fl'
13. Heating systems kBtu/hr Efficiency
a. Electric Heat Pump 48.0 HSPF:8.00
3.176 ft.
0.330
Insulation Area 14. Hot water systems
Cap: 40 gallons
R=19.0 1665.00 ft' a. Electric
EF: 0.92
R= ft'
b. Conservation features
R= ft'
None
15. Credits CF, Pstat
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:
City/FL Zip:
Oq STaTF
Ak. Unit.
WE
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
Pro act Summa Job: 17470414R
wrightsofto Summary Date: Apr 02, 2014
Entire House By: David AboodA/C Design
David Abood A/C Design, Inc.
P.O. 1007, Altoona, FI. 32702 Phone: 352-689.0035 Email: davidacdesign®gmall.com Web: davideboodacdesign.com
Project• •
For: Blake & Farrell Res.
1204 Palmetto Ave, Sanford, Fl.
Notes: Renovation & Addition
Design Information
Weather: Orlando Sanford AP, FL, US
Winter Design Conditions
Btuh @ 47°F
Summer Design Conditions
Outside db 42 OF Outside db 97 OF
Inside db 68 OF Inside db 75 OF
Design TD 26 OF Design TD 22 OF
Make Carrier "or equal"
Daily range M
Cond 25HBB348A31
Coil FB4CNF048
Relative humidity 50
Efficiency 11.0 EER,
Moisture difference 68 gr/Ib
Heating Summary
Btuh
Latent cooling
Sensible Cooling Equipment Load Sizing
Structure 0 Btuh Structure 27448 Btuh
Ducts 0 Btuh Ducts 11550 Btuh
Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 0 Btuh Use manufacturer's data n
Ratelswing multiplier 1.02
Infiltration Equipment sensible load 39778 Btuh
Method
Construction quality
Fireplaces
Simplified
Average
0
Area ft
Heating Cooling
0 1665
Volume (ft') 0 13320
Air changes/hour 0.61 0.20
Equiv. AVF (cfm) 0 44
Heating Equipment Summary
Make Carrier "or equal"
Trade COMFORT 13 PURON HP
Model 25HBB348A31
AHRI ref
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
8 HSPF
44500 Btuh @ 47°F
26 OF
1533 cfm
0 cfm/Btuh
0 in H2O
Latent Cooling Equipment Load Sizing
Structure 8156 Btuh
Ducts 3173 Btuh
Central vent (0 cfm) 0 Btuh
Equipment latent load 11329 Btuh
Equipment total load 51107 Btuh
Req. total capacity at 0.74 SHR 4.5 ton
Cooling Equipment Summary
Make Carrier "or equal"
Trade COMFORT 13 PURON HP
Cond 25HBB348A31
Coil FB4CNF048
AHRI ref
Efficiency 11.0 EER, 13 SEER
Sensible cooling 34040 Btuh
Latent cooling 11960 Btuh
Total cooling 46000 Btuh
Actual air flow 1600 cfm
Air flow factor 0.041 cfm/Btuh
Static pressure 0.50 in H2O
Load sensible heat ratio 0.77
Bold/italic values have been manually overridden
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2014 -Apr -02 09:58:28
wrightsoft• Right-Sulte® Universal 2013 13.0.07 RS000452 Page 1
4CC% ... m%DavidlDocuments\HVAC-Universa817470414R.nip Calc - MJ8 Front Door faces: N
wrightsofte AED Assessment Job: 17470414R
Date: Apr 02, 2014
Entire House By: David Abood A/C Design
David Abood NC Design, Inc.
P.O. 1007, ABoona, FI. 32702 Phone: 352.669.0035 Email: davidacdesign(Mgmall.com Web: devidaboodacdesign.com
Project• •
For: Blake & Farrell Res.
1204 Palmetto Ave, Sanford, FI.
7)esion Conditic
Location: Indoor: Heating Cooling
Orlando Sanford AP, FL, US Indoor temperature (°F) 68 75
Elevation: 56 ft Design TD (°F) 26 22
Latitude: 29°N Relative humidity (%) 50 50
Outdoor: Heating Cooling Moisture difference (gr/Ib) 19.5 68.2
Dry bulb (°F) 42 97 Infiltration:
Daily range (°F) - 17 ( M )
Wet bulb (°F) - 81
Wind speed (mph) 15.0 7.5
L
m
N
Q
Test for Adequate Exposure Diversity
Hourly Glazing Load
Hour of Day
Ibul/ / AVOW AED Imp
Maximum hourly glazing load exceeds average by 34.0%.
House does not have adequate exposure diversity (AED), based on AED limit of 30%.
AED excursion: 608 Btuh (PFG-1.3*AFG)
Bold/llelic values have been manually overridden
2014 -Apr -02 09:58:26
A= wrightsof " Right -Suite® Universal 2013 13.0.07 RSVOD452 page 1
rs\David\Documents\HVAC-Untversah17470414R.rup Calc - MJ8 Front Door faces: N
Duct S SJob: 174704148
wrightsoft'
System Date: Apr 02, 2014
Entire House By: David Abood A/C Design
David Abood A/C Design, Inc.
P.O. 1007. Altoona. Fl. 32702 Phone: 352-669-0035 Email: devidacdesign@gmefl.com Web: devidaboodacdesign.com
Project• •
For: Blake & Farrell Res.
1204 Palmetto Ave, Sanford, Fl.
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Healing
0 in H2O
0.16 in H2O
0.2 in H2O
0.129 / -0.031 in H2O
0.05 in/100R
1533 cfm
Cooling
0.50 in H2O
0.16 in H2O
0.34 in H2O
0.273 / 0.067 in H2O
0.100 in/100Ft
1600 cfm
310 ft
255
Supply Branch Detail Table I
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
Master Bedroom c 6213 0 255 0.100 10.0 Ox 0 VIFx 74.0 175.0 st3
Master Bedroom -A c 6213 0 255 0.100 10.0 Ox 0 VIFx 74.0 175.0 st3
Lain. c 822 0 34 0.100 5.0 Ox 0 VIFx 74.0 175.0 st3
M. Bath c 1172 0 48 0.100 6.0 Ox 0 VIFx 74.0 175.0 st3
Bath c 202 0 8 0.100 4.0 Ox 0 VIFx 74.0 175.0 st3
Kitchen c 6765 0 278 0.100 10.0 Ox 0 VIFx 74.0 175.0 stl
Bedroom c 3202 0 131 0.100 8.0 Ox 0 VIFx 74.0 175.0 stl
Bath 2 c 405 0 17 0.100 4.0 Ox 0 VIFx 74.0 175.0 st2
Den c 4639 0 190 0.100 9.0 Ox 0 VIFx 74.0 175.0 st2
DIMng c 3017 0 124 0.100 8.0 Ox 0 VIFx 74.0 175.0 stl
Win, -/ c 3174 0 130 0.100 8.0 Ox 0 VIFx 74.0 175.0 st2
Living c 3174 0 130 0.100 8.0 Ox 0 VIFx 74.0 175.0 st2
Supply Trunk Detail Table
Bold/Italic values have been manually overridden
wrightSOW RIW-Sulte® Universal 2013 13.0.07 RS000452
AM ...rs%DavidlDocuments\HVAC-UniveroaR17470414R.rup Calc = MJ6 Front Door faces:
2014 -Apr -02 09:56:26
Page 1
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type cfm) cfm) FR fpm) in) in) Material Trunk
st3 Peak AVF 0 600 0.100 561 14.0 0 x 0 VinlFlx P
stl Peak AVF 0 1000 0.100 716 16.0 0 x 0 VinlFlx P
st2 Peak AVF 0 467 0.100 595 12.0 0 x 0 ViniFlx stl
P Peak AVF 0 1600 0.100 733 20.0 0 x 0 VinlFlx
Bold/Italic values have been manually overridden
wrightSOW RIW-Sulte® Universal 2013 13.0.07 RS000452
AM ...rs%DavidlDocuments\HVAC-UniveroaR17470414R.rup Calc = MJ6 Front Door faces:
2014 -Apr -02 09:56:26
Page 1
Return Branch Detail Table
Name
Grill
Size (in)
Htg
cfm)
clg
cfm)
TEL
ft)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rb1 18x41 0 1600 61.0 0.100 733 20.0 Ox 0 VIFx R
Return Trunk Detail Table
Name
Trunk
Type
Htg
cfm)
clg
cfm)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Duct
Material Trunk
R Peak AVF 0 1600 0.100 733 20.0 0 x 0 RectFbg
2014 -Apr -02 09:68:26
C + wrightsoft' Right-SuHe® Universal 2013 13.0.07 RS000452 page 2
AM ...ro\David%Documents\HVAC-UniverseR17470414R.rup Calc = MA Front Door faces: N
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MiTek°
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
RE: 1403029 - 1204 S Palmetto Ave Sandford MiTek USA, Inc.
Site Information:
6904 Parke East Blvd.
Customer Info: Black & Farrell Project Name: Model:
Tampa, FL 336104115
Lot/Block: Subdivision:
Address: 1204 Palmetto Ave
City: Sandford State: FI
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2010/TP12007 Design Program: MiTek 20/20 7.4
Wind Code: ASCE 7-10 [All Heighll Wind Speed: 140 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 6 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
INo. 1Seal# I Truss Name I Date
1 IT6222583 101 3/25/014
12 I T6222584 102 13/25/014 I
13 I T6222585 103 13/25/014 I
14 I T6222586 104 13/25/0141
15 I T6222587 105 13/25/014 I
16 I T6222588 106 13/25/0141
The truss drawing(s) referenced above have been prepared by MiTek
Industries, Inc. under my direct supervision based on the parameters
provided by WW Truss.
Truss Design Engineer's Name: Velez, Joaquin (old)
My license renewal date for the state of Florida is February 28, 2015.
IMPORTANT NOTE: Truss Engineer's responsibility is solely for
design of individual trusses based upon design parameters shown
on referenced truss drawings. Parameters have not been verified
as appropriate for any use. Any location identification specified is
for file reference only and has not been used in preparing design.
Suitability of truss designs for any particular building is the
responsibility of the building designer, not the Truss Engineer,
per ANSI/TPI-1, Chapter 2.
OVOID
IsIII,III
OPQU
I N
GENS. .'.
No 68182
STATE OF '•
10.5 N A
FL Cert. 6634
March 25,2014
Velez, Joaquin (old) 1 of I
Ob hiss ruse Type oty Ply
LOADING (W SPACING 2-0-0
10,
DEFL in hoc) Udell Ud PLATES GRIP
J12048Pa1rM12oAv*SWWonf
16222563
1403029
8-10 >999 360 MT20 244/190
FINK 6 1
8-10 >687 240
BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.08 7 n1a rVe
BCDL 10.0 Code FBC2010frP12007
Job Reference tions
W W Tnns c:T" ' Onntord Mach Flarlds 7.430 s Ju125 2013 MiTsk trndustnu, Inc. Tue Mar 25 09.47:55 2014 Pagel
I D:HxlyDgxsOJDASDn WYYmpHZXTLn-AGHOeDMZNHBgYNTtr7ysPy118NOKYm4CI WUu7S2XRno
2-0.0 73. 13.11.0 20.•10 I 27.10.0
2-0-0 73.6 e.7.10 6.7.10 736
4X5 =
5.00 12
Seale =1:49 5
3X5 = 30 = 3x4 = 3X4 = 3x5 =
I$
9515
95.15
18.4-1
8-10.2
27-10.0
9.•15
Plate Offsets (X )Q= 1220-2-8.Edaet_ n_0 2 8_Edgg)
LOADING (W SPACING 2-0-0 CSI DEFL in hoc) Udell Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) -0.24 8-10 >999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 SC 0.92 Vert(TL) -0.49 8-10 >687 240
BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.08 7 n1a rVe
BCDL 10.0 Code FBC2010frP12007 Metrix -M) Weight 121 Ib FT = 20%
LUMBER BRACING
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 35-4 oc purlins.
BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 20 SP No.2 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation nuide.
REACTIONS (lb/size) 2=1142/0-5.8 (min. 0-1-8), 7=1029IMechani el
Max Horz2=113(LC 7)
Max UpIWt 219(LC 8), 7=144(1-C 8)
FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 0b) or less except when shown.
TOP CHORD 2-3=19501312, 35=1722/291, 5-6=1728/294, 6-7=1958/315
BOT CHORD 2-10=231/1739,8-10=M1168,7-8=236/1746
WEBS 310=375/189, 5-10=551827, 5-8=-00/834, 6-8=379/171
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vesd=108mph; TCDL=4.2psf; BCDL=S.Opsf; h=17ft; B=4511; L=2811; eave=411; Cat II;
Exp B; End., GCpi=0.18; MWFRS (directional); Lumbar DOL=1.60 plate grip DOL=1.80
3) This truss has been designed for a 10.0 pal bottom chord live load nonconcrment with any other live loads. I 1111111 /
4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will`% Qv 1 N 1/
fit between the members. bottom chard and any other with BCDL = t0.opsr. ,%
OP C .
5) Refer to girder(s) for truss to truss connections. ,, ••' G•E N S: ' •.• .0
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 219 Ib uplift at pint 2 and 144 Ib uplift at •' r F
joint 7.
N 681827) "Semi-rigid pitehbmaks including heels" Member end fixity model was used in the analysis and design of this truss. 4
LOAD CASE(S) Standard
0: :cam
49• T100F
i
i sd' • •q`
Cj %
FL Cert. 6634
March 25,2014
Q MAAM7: N.Ir:hs7nr+,.,n•s,r•.;;H7A:/r71"7H THr^AM•JY[ZU'1'_Mf.rX'grir rsRl YrR:J M.l Jt/_. J!, )1UMJC'u' rr.
Design void for use only with Wait Connectors. This design It based only upon parameters shown. and Is for an Individual building component.
Apptcabirty of design parameters and proper incorporoflan of component Is responslbiffy, of building designer. not buss designer. &acing shown
Is for lateral support of Individual web members only. Additional temporary bocing to Insure stability during Construction Is the responsibility of the M Tek' erector. Additional permanent pacing of the overall structure h the responsibility of the building designer. For general guidance regarding
fabrication, quality controt storage, delivery, erection and bracing, consult AXISI/M1 Quab CrOeflo. DS0.8t and IICSI luOmng component 8904 Peft Eno eNd
amua re vA+ mM1bom :%a Plate eutiNte, 781 N. lee Sleet, Suite 312. AlexanWrlo, VA 2?314
yr'1 pectined,xhe des4n value; arezbose effective 06101/1013 byALSC Tama, FL 336104175
Job
I
TrU Truss Type
ID:HIdyDgxsOJD
TG1225e4
146029 02 GABLE 1
WHEN A FLAT BOTTOM CHORD GABLE TRUSS SUPPORTED ON TOP OF A BEARING WALL SETS NEXT TO
11204SPairnedoAveSarmilard
HINGE TYPE CONNECTION WILL BE CREATED BETWEEN THE TOP PLATE OF THE BEARING WALL AND E BOTTOM CHORD OF THE
GABLE TRUSS. THIS IS DUE TO THE LACK OF THE LATERAL BRACING PROVIDED BY RIGID CEILING AT 7
Job Reference doral
W W Thus Cc.nwy, Omxere Beam, Flmme 7.430 s Jul 25 2013 MiTek InduWles, Inc. Tue Mar 25 W47.58 2014 Pne 1
ID:HIdyDgxsOJD nWFaXTLn-arzZGEORgCZPPgBSWFVaObVL4adeNe?t4 rnzXRn
240 13.11-0 13.11-0
WHEN A FLAT BOTTOM CHORD GABLE TRUSS SUPPORTED ON TOP OF A BEARING WALL SETS NEXT TO SCISSOR TYPE TRUMES), A Scale= 1:51.1
HINGE TYPE CONNECTION WILL BE CREATED BETWEEN THE TOP PLATE OF THE BEARING WALL AND E BOTTOM CHORD OF THE
GABLE TRUSS. THIS IS DUE TO THE LACK OF THE LATERAL BRACING PROVIDED BY RIGID CEILING AT 7 4E HINGE TYPE CONNECTION
POINT. THE TRUSS DESIGNER ASSUMES NO RESPONSIBILITY FOR THE DESIGN OF THE LATERAL BRAC NG TO THE HINGE CONNECTION
SITUATION. COMPETENT PROFESSIONAL ADVICE MUST BE OBTAINED RELATIVE TO THE DESIGN OF TH ADEQUATE LATERAL
BRACING TO THE HINGE TYPE CONNECTION
5.00
9 4x5 =
B 10
3x4 !:
7 11
5 B 12
q 13
3 4
2 V I 15
I1 j$
30 —
28 25 24 23 22 21 20
30
19 18 17 18 —
54 =
27-10.0
27-10A
Plate Onsets (X:Y): 122-0,241 0--W
LOADING OnO SPACING 24.0 CSI DEFL in (hoc) Vdefl Lid PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) -0.00 1 n/r 180 MT20 244/180
TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) -0.01 1 n/r 80
BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 15 n/a n/a
BCDL 10.0 Code FBC2010/TPI2007 Matrix) Weight 144 Ib FT = 20%
LUMBER BRACING
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 20 SP No.2 BOT CHORD Rigid Ceiling directly applied or 10-0.0 oc bracing.
OTHERS 20 SP No.2 MiTek recommends that Stabilizers and required cross bracing
be installed during buss erection, in accordance with Stabilizer
Installation nuide.
REACTIONS All bearings 27-10-0.
tb) - Max Hofz2=113(LC 7)
Max Uplift All uplift 10D Ib or less at joint(s)15. 22, 23, 24, 25, 26, 20, 19, 18, 17, 16 except 2-107(LC 8)
Max Grav All reactions 250 Ib or less at joint(s) 15, 21, 22, 23, 24, 25, 26, 20, 19, 18, 17 except 2=271 (LC 1),
16=296(LC 18)
FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vas&108mph; TCDL=4.2pst BCDL=5.0pst, h=17ft B=45ft; L=28fk eave=21t; Cal It;
Exp B; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the buss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1.
4) AA plates are 2x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom lord bearing.
6) Gable studs spaced at 2440 oc.
7) This truss has been designed for a 10.0 psi bottom chord live load nonooncurent with any other Ave loads.
8) • This truss has been designed for a Ave bad of 20.Opsf on the bottom chord in all areas where a rectangle 3$0 tall by 2-40 wide Will
At between the bottom chord and any other members.
9) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 15, 22, 23, 24, 25, 26,
20, 19, 18, 17, 16 except Gt=1b) 2=107.
10) 'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss.
LOAD CASES) Standard
FL Cert. 6634
March 25,2014
Q WFN.Y. L•.J•ysq•• M• „h R,.. y 5f!1'. !. R 7'_M rN1 vr. I` ,? t4" Y::'rf )1: Txl Yl W" K:: 71.. n, .'-•':1le?.WIs1f
Design void for use only with MRek conneclars. This design Is based only upon parameters shown, and is for on Individual building component. '•
Applicability of design parameters and proper Incorporation of component Is respomidlty of building designer - not truss designer Brocing shown
Is for lateral support of Individual web mernbess ordy. Additional temporary bracing to Insure stabilly during construction Is the resporeibt0ly of the
erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. Far general guidance regarding Welk'
fabrication, quality control storage, delivery. erection and bracing, consult ANSI/rNI Quality Criteria, DS"t and 1ICSI Building Component e804 Parke East Blvd,
Santry Irdrrrma8en avoloble from Truss Plate bMBWe. 781 N. Lee f treef, Suite 312 Alexanrbb. VA 22314 c Tama, FL 33e164115115outhernPine ..PI number Is;pecifled,The d"gn va ue, are those effective 06!07/1:.7'3 byaL-C
Job rues Trun Type Oty Ply 1204 S Palmeri Ave Sentil rd
1.25 TC 0.78
TCDL
I T822zses
114cilM 03 CATHEDRAL 9 t
YES WB 0.37
BCDL 10.0 Code FBC20101TP12007 Matrix)
Job Reference tions
W W Thee may. Q=0 BOOMMan /..w i .ns [o NlJ mr l ex I1101W10i. 11i r nre rrrQ [a wr+o:w w,. r
ID:HxtyDgxsOJDASDflWYYmpHclCTLn-WE4JhwPICpp7e8LgegY260aYxO4KD_gxSC rgf xRnj
7-" 11-11-0 1311-0 + 20-10-0 24-0 2 I 27.11}-0 + 2rf 7th
2-0-0 340 4-5.8 4S8 2-0-0 6.11-0 32.2 3$14
4x5 II
S M 174-7 -1
State = 1:53.4
5x5 - 2.75 F12 5x12 =
3-0-0 11.11-0 i 24140 27-140
ann 8-11-0 &11-0_ 7-0-0
LOADING (psf) SPACING 2-0.0 CSI
TCLL 20.0 Plates Increase 1.25 TC 0.78
TCDL 7.0 Lumber Increase 1.25 BC 1.00
SCLL 0.0 ' Rep Stress Incr YES WB 0.37
BCDL 10.0 Code FBC20101TP12007 Matrix)
LUMBER
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
OTHERS 2x4 SP No.2
REACTIONS (IWsize) 2=1137/0-5-8 (min. 0.1-0), 11=113310-5.8 (min. 0.1-8)
Max Horz2=114(LC 7)
Max UPIiR2=224(LC 8), 11=222(LC 8)
DEFL in (hoc) Vdefl Ud PLATES GRIP
Vert(LL) -0.291314 >999 360 MT20 244/190
Vert(TL) -0.8113-14 >405 240
Horz(TL) 0.19 11 n/a rVe
Weight 142 Ib FT = 20%
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD Rigid ceiling directly, applied.
WEBS T-Breoe: 2x4 SP No.2 - 7-13
Fasten (2X) T and I braces to narrow edge of web with 10d (0.131 "x3')
nails, bin o.c.,wilh Sin minimum end distance.
Brace must cover 90% of web length.
Mitek recommends that Stabilizers and required cross bracing
be installed during buss erection, in accordance with Stabilizer
Installation
FORCES (7b) - Max. CompJMax. Ten. - All forces 250 pb) or lase except when shown.
TOP CHORD 2-3=2138705, 3-5=20761233, 58=2537/'280, 6-7=2488!312, 7-8=2035/357,
8-10=1957767, 10.11=2034757
BOT CHORD 2-15---120/1895,14-15=259r2547,13-14=70/1677,11-13--15911802
WEBS 5-15=-704/158,7-14=-8511447,7-13=126/409,8-13=366/176
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; VuIt=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psF, BCDL=S.OpsY, h=177, B=45ft; L=2811; eave=4R; Cat II;
Exp B; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads.
4) • This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will
rot between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt -lb) 2=224,
11=222.
6) 'Semi{igid pitchbreaks including thesis' Member end Pocity model was used in the analysis and design of this truss.
7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.
LOAD CASE(S) Standard
1q 11111///
47,I
Pau l N VE< .10#
G E IVS.F'.
N 68182
4
T; F
d .
i
O • %%
f/1111/1tt"
FL Cert. 6634
March 25,2014
Q*A'W.M. V, :.?•%y,.na- •,,.41 J•':WT1Cr V'11: -A10 1•A'tC'Lb,.2WAIT, "+'PlaPn -r:, .t..-.r•,nur.^r-en:,r- -M
Design void for use only with Mitek aonnedors. This design Is based only upon parameters shown, and Is for an IndMduol building component.
APplcabilty of design parameters and proper incorporation of component Is responsibility of building designer - not truss designer. bracing shown 1•
Is for lateral support of Individual web members 0*. Additional fempororY bracing to Insure stabaty during construction Is the responsibility of the
erector. Additional permanent doting of the overall shuclure Is the reslansibely of the building designer. For general guidance regarding WOW
fabrlcotbn, quality control storage, delvey, erection and brodng, consuls ANVAM1 Quality Csbwla CS"t and 11051 Wilding Corrnponsrd 8908 Parke East BIW.
afafY Intorm Ilan QvatOble ham Truss Plate tratitute. 781 N. Lee Kreet. Suite 312 Alexandria, VA 22314.
c
Temps, FL 33810.4115
KSouthernPinehSP Iumber h;pecified,,thed";ncaue,:reThoseeffectie06/Orf2Jx3byALSC
Job roar Truss Type tyy
SPACING 2-0.0
1201 S Pub. Ave Sandlbrd
DEFL in be) Vdefl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25
Te422588
4691002 04 OUEENPOST 3 1
BC 0.80 Vert(TL) -0.39 2-10 >488 240
BCLL 0.0 • Rep Stress Ina YES
Job Reference(optional)
W vvTruss Company, Orrmrrurd 8sach, Florida 7.430 s Jul 25 2013 MTek h%lustries, Inc. Tue Mar 25 09.48.012014 Paw 1
ID:H1dyDgxsOJDABDRVWYmpYaXTLn-?OehvGOKzixzGlwt CN3HeD7pToTkyTMhsxCDSzXRnI
2-0-0 49614 9-0-0 { 13.2-2 I Is" ( 20 0 0
2-08 48 $ 14 42.2 4-2-2 414 288
Scale = 1:30.3
4x5 =
3x8 = 2x4
i$
9."
a."
16" 18Q4
7-011 2.0.0
LOADING (psQ SPACING 2-0.0 CSI DEFL in be) Vdefl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) -0.15 2-10 >999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.80 Vert(TL) -0.39 2-10 >488 240
BCLL 0.0 • Rep Stress Ina YES WB 0.25 Horz(TL) 0.02 6 Na n/a
BCDL 10.0 Code F8C2010rTP12007 Matrix) Weight 86 Ib FT = 20%
LUMBER BRACING
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-9 oc purlins.
BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 20 SP No.2
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation auldle.
REACTIONS (lb/size) 2=686M-5-8 (min. 0-1-8), 8=860/0.5.8 (min. 0-1-8)
Max Horz2=79(LC 7)
Max UpIM=155(LC 8), 8=183(LC 8)
FORCES (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less excret when shown.
TOP CHORD 2 3=942/122, 3-4=-054/81, 45=855/83, 5.6=-332/601
BOT CHORD 2-10=331817, 8-10=0/477, 6-8=510/364
WEBS 3-10=294/110, 410=0/347, 5-8--1228J389
NOTES
1) Unbalanced roof live bads have been considered for this design.
2) Wind: ASCE 7-10; Vint=140mph (3-seoond gust) Vesd=108mph; TCDL=4.2psf; BCDL=5 Opst; h=17ft; 8=4511; L=2811; eave=4ft; Cat II;
Exp S; End., GCpi=0.18; MWFRS (directionaQ; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord rive load nonconcurrent with any other live loads.
4) • This truss has been designed for a live load of 20.0psf on do bottom chord in all areas where a rectangle 348-0 tall by 2-0-0 wide will
ft between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt -Ib) 2=155,
8=183.
6) "Semi-rigid pitchbreeks including heals^ Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
FL Cert. 6634
March 25,2014
QH.FtI..Y. 0,"r Dr s%•. ..u.srr r. WA-' N.It-LN iW:AM I`h2 Li,T. Yr;r K It, I)xrrGJ;A-,r !i.: s._ err a'1^,:J:4,tl10VtCr
Design void for use only with hCek conneclom This design is bored only upon parameters shown. and Is for an IndW vol building component. .
Applicability of design porometers and proper Incorporation of component Is responsibility of building designer • not truss designer. Bracing shown
Is for bterol support of IncWWvol web members only. Ardfionol temporary bracing to Insure stability during construction Is the respomlblay of the
erecta. Additional permanent bracing of the overall structure Is the responsibility of the bulling designer. For general gutdonce regarding MiTek•
tobrlcation. quality control storage, delivery. erection and bracing, consul ANSI/TMI OuaNs' Criteria, 039.81 and SCSI BL*dbV component 8904 Parke Fast Blvd
Sah Irdormallon avolable from Truss MIA batilute, 781 N. lee Sfree#, Suile 312. Alaxar,d. VA 22:114. Tampa. FL 3381fY4115NSouthernPlnejSpllumber1;iv liie4,thede;ignrilues;retho;ee eiictiveC6J0iJt.t3byrl_C
Job in -,t rust Type Off,Ply12W
PLATES GRIP
MT20 244/190
Weight: 100 Ib FT = 2D%
S Psln etto A" asrrdfad
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.10-9 oc purlins.
T8222587
1463029 05 GABLE 1 1
OTHERS 2x4 SP No.2
be installed during truss erection, in accordance with Stabilizer
Installation guide.
Job Reference(optional)
W W Tiuu Compim, Omiad Bests, Flwfda 7.430 s Jul 25 2013IATek InduWfss, Inc Tue Mar 25 09*48:03 2014 Pao 1
ID:HxlyDgnGJDA6DnWYYmpH2XTLn-xpmSJySeVkBhVb4PJo51)eC9zb9C.DNEN8Aq zXRng
2-0.0 4.9-14 13-2-2 t 18.0.0 20J}O
2*4 4.9.14 4.2.2 4-2-2 4-9-14
Scale =1:38.3
4x5 =
9-0-0 Is" ,840
I$
LOADING (pal) SPACING 2-0
TCLL 20.0 Plates Increase 1.25
TCDL 7.0 Lumber Increase 1.25
SCLL 0.0 ' Rep Stress In er YES
BCDL 10.0 Code FBC2010/TPI2007
CSI
TC 0.41
BC 0.60
WS 0.25
Matrix)
DEFL in
Vert(LL) -0.15
Vert(TL) -0.39
Horz(TL) 0.02
k)c) Wall Ud
2-10 >999 360
2-10 >488 240
8 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 100 Ib FT = 2D%
LUMBER BRACING
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.10-9 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or S-" oc bracing.
WEBS 20 SP No.2
MiTek reoommends thet Stabilizers and required cross bracingOTHERS2x4SPNo.2
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2--WWO.5-8 (min. 0-1-8), 8=86010-5-8 (min. 0-1-8)
Max Horz2-79(LC 7)
Max Uplift2=155(LC 8), 8=183(LC 8)
FORCES (Ib) - Max. Comp./Max. Ten. - All to 250 Ob) or less except when shown.
TOP CHORD 2-3=9421122,36-4=-654161.4-5=-655/63.5-6--3321601
BOT CHORD 2-10=33/817, &10=0/477, 6-8=510!384
WEBS 3-10=294/110, 4-10=0r347, 5-8=1228/389
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vutt=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst, BCDL=5.0psf: h=17ft; B=45ft; L=28ft; eave=4ft; Cal 11;
Exp B; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.80 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the buss only. For studs exposed to wind (normal to the face), see Standard Industry `T{ 11 111111 j
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. Qv I N V 'fI
4) All plates are 20 MT20 unless otherwise indicated. ,%
OP
5) Gable studs spaced at 2-0-0 oc. •E lV i
6) This buss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. •'• \.\
G SF• .?
7) • This buss has been designed for a five load of 20.Opsf on the bottom cord in all areas where a rectangle 3-6-0 tett by 2-0.0 wide will N 681 82fitbetweenthebottomchordandanyothermembers.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 DO Ib uplift at joint(s) except (jt --Ib) 2=155, * ; t •'
8-183.
9) 'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. -p ;cc Z
I
LOAD CASE(S) Standard O T F
111n1rI
FL Cert. 6634
March 25,2014
QMAF Niru. P. Ili.. NL•a.,.J .•J>11III?OffhY
Design void for use only with Mitek connectors, This design Is based only upon parameter shown, and Is for on Individual building component.
Applicability of design parameter and proper Incorporation of component Is respomlbilty of buliding designer - not truss designer. bocing shown
It for bterol support of Individual web members only Additional temporary bracing to Insure stability during construction Is the responsibility of the WOWerector. Additional permanent bracing of the overall structure b the responsibility of the building designer. For general guidance regarding
fabrication. quality control storage. delivery, erection and boding, consult ANSI/TMT t vdit criteria. DS"? and V-9 SuOding Comporrerd 690,6 Perko East Blvd.
la" -"all- available from Truss Pill Institute, 781 N. Lee ttreat, Sulte 312. Alexandria. VA 214. T FL 33611N11SHSouthamPine(lumberI;apecir ad,thed"gn uerirevho;eeffectiv*e0611 Z313byALSC
me'
Symbols Numbering System General Safety Notes
PLATE LOCATION AND ORIENTATION
3/' Center plate on joint unless x, y4offsetsareindicated.
6 4-8 dimensions shown in ft-in-sixteenths
Drawings not to scale)
Failure to Follow Could Cause Property
Damage or Personal Injury
Dimensions are in ft4n-sixteenths.
Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g.
and fully embed teeth.
TOP CHORDS diagonal or X-brocing, is always required. See BCSI.
1/
16
C1.2c 2. Trussmust be ned by anude4WEBS ,
truss spacing ndividual lateral braces themselves
may require bracing, or alternative Tor I
TT
Q
O u 1a
1 K
bracing should be considered.
U 'p = U 3. Never exceed the design loading shown and never
V stack materials on inadequately braced trusses.
a- 4. Provide copies of this truss design to the building
For 4 x 2 orientation, locate C7.6— designer, erection supervisor. property owner and
plates 0-11ir from outside BOTTOM CHORDS all other interested parties.
edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other.
6. Place plates on each face of truss at each
This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCQEioint and embed fully. Knots and wane at joint
required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST locations are regulated by ANSI/TPI I.
connector plates. THE LEFT.
7. Design assumes trusses will be suitably protected from
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT O the environment in accord with ANSI/TPI I.
Plate location details available In MRek 20/20 NUMBERS/LETTERS.
software or upon request. 8. Unless otherwise noted. moisture content of lumber
shag not exceed 19% of time of fabrication.
PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for
ICC-ES Reports:
use with fire retardant, preservative treated. or green lumber.
The first dimension is the plate 10. Camber is a nonstructural consideration and is the
width measured perpendicular4x4 ESR-1311, ESR-1352, ESR 1988 responsibility of truss fabricator. General practice is to
to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 comber for dead load deflection.
the length parallel to slots.
11. Plate type, sae, orientation and location dimensions
indicated are minimum plating requirements.
LATERAL BRACING LOCATION
Southem Pine lumber designations are as follows:
12. lumber used shall be of the species and size. and
in all respects. equal to or better than that
Indicated by symbol shown and/or
SYP represents values as published specified.
by text in the bracingsection of the
NDSbyAwCinthe
approved/newSPrepresentsALSCapproved/new values 13. Top chords must be sheathed or purlins provided at
output. Use T or I bracing with effective date of June I, 2013 spacing indicated on design.
if indicated.
14. Bottom chords require lateral bracing at 10 ft. spacing,
BEARING
or less, if no ceiling is installed, unless otherwise noted.
Indicates location where bearings
supports) occur. Icons vary but 2012 MTek® All Rights Reserved
15. Connections not shown are the responsibility of others.
16. Do not cut or ager truss member or plate withoul prior
approval of an engineer.
reaction section indicates joint
number where bearings occur. 17. Install and load vertically unless indicated otherwise.
Min size shown is for crushing only. 0 18. Use of green or treated lumber may pose unacceptable
environmental, health or performance risks. Consult with
Industry Standards: N 1 project engineer before use.
ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words
Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone
OSt3-89: Design Standard for Bracing.
eis
not sufficient.
BCSI: Building Component Safety Information, MiTek 20. Design assumes manufacture in accordance with
Guide to Good Practice for Handling, ANSI/TPI I Quality Criteria.
Installing 8, Bracing of Metal Plate
Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 rev. 01/29/2013
Job I fuss Truss Type y y 8 Palmetto Ave Sandford
1.25
TCDL 7.0 Lumber Increase 1.25
T6222508
1463029 05 QUEENPOST 3 2 11204eference(optlonafli
W W Trus c?nq ry, ' Omand Beach, Florida 7.430 a Jut 25 2013 Wait Industries, Inc. Tub Mar 25 09.40:05 2014 Pays t
ID:HxlyDgxsOJDASD11WYYmpHzXTLn tCuCkeTgOLRPNEoRD7Dp310VPw6uESgcmMtxXRne
2-0-0 5-04 B-0-0 t2.4-4 t8-0-0
2-0-0 5-0 4 e1 2 34 37-12
Scale= 1:29.8
415 =
5.0-4 9-0-0 12-" 16-00
54" 3-11-12 344 3-7-12
LOADING (psq SPACING 2.0.0
TCLL 20.0 Plates Increase 1.25
TCDL 7.0 Lumber Increase 1.25
BCLL 0.0 ' Rep Stress Incr NC
BCDL 10.0 Code FBC2010/TPI2007
LUMBER
TOP CHORD 2x4 SP N0.2 'Except'
4-7: 2x4 SP M 31
BOT CHORD 2x6 SP M 26
WEBS 2x4 SP N0.2
SLIDER Right 2x10 SP M 24 2-0-9
CSI DEFL in lot:) Well Ud
TC 0.73 Vert(LL) 0.09 9.10 999 360
BC 0.45 Vert(TL) 0.20 9-10 941 240
WB 0.40 Horz(TL) 0.04 7 n/a n/a
Matrix)
REACTIONS (lb/sae) 7=4301/0-58 (min. 41-13), 2-4442/0-5-8 (min. 41-14)
Max Holz 2=78(LC 7)
Max Uplift7=-670(LC 8), 2=765(LC 8)
Max Grov7=4401(LC 14), 2--4528(LC 13)
PLATES GRIP
MT20 244/190
Weight 193 Its FT - 20%
BRACING
TOP CHORD Structural wood sheathing direly applied or 44410 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 0c bracing.
FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2 -3= -WS /1202, 3-4=-52501829, 4-5=5190/823, 5-7=5860/910
BOT CHORD 2-10=1088/7422, 9-10=1068x7422, 8.9=742/5066, 7-8=742/5066
WEBS 3-10=288f2272, 3.9=28981439, 4-9=535/3849, 59=347!79, 5-8=158/1215
OVOID
NOTES
1) 2 -ply truss to be connected together with 10d (0.131"x3) nails as follows:
Top chords connected as follows: 20 - 1 row at 49-0 cc.
Bottom chords connected as follows. 2x8 - 2 rows staggered at 440 oc.
Webs connected as follows: 20 - 1 raw at 49-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Py to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf, BCDL=S.Opsf; h=17fk B --45R; L=28ft eave=4fL CaL II;
Exp B; End., GCpi=0.18; MWFRS (directional); Lumber DOL --1.W plate grip DOL=1.60
5) This truss has been designed for a 10.0 psi bottom chord live load norconwrtent with any other live beds.
6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.8.0 tall by 2-0-0 wide will
ft between the bottom card and arry other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (It -lb) 7-670,
2=765.
8) Girder carries tie-in span(s): 28-0.0 from 0-0-0 to 16-0-0
9) 'Semi-rigid p'ttchbreaks including heels" Member and fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 14=54, 4-7=54, 2-7=-493(F=473)
h
111111111,/47
IQviNvF
i
N 68182
cc
T F
01
to %%
FL Cert. 6634
March 25,2014
A %t#' ".,I,zooppr:+. .aa aa,.,rxr-I'MTY"M:Nl'A4[,` tIrFr,W.'KX':I-IWPA-r, M11 --C,
Design void for use only with h0ek connectors. ills design Is based only upon parameters shown. and Is for on Individual building component.
Applcoblrty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown
Is for lateral support of individual web members cosy. Additional temporary bracing to Insure stability during construction Is the responsibility of the MiT®k erector. Additional permanent brodno of the orerall structure h the responsibility of the building designer. For general guidance regarding
fabrication, quality control storooe, delivery. erection and bracing, Consul ANSIf Ml Quality Cdleft DSS -61 and SCSI h"ng CemponeM 6904 Parke East Blvd
ally Irdensalon ov blo from truss Plate fit 781 N. lee SIneet. Suite 312. Alexandria, VA 2 14, 7 FL 336164115KSouthftrnPine (5 lumber I; ,pectiie, Ilse rie;lgss vaiuea ;re those effect Iva 06r'01!2J13 Dy:L.0
Florida Building Code Online
Page 1 of 2
Regulationi! Business & Professional
Flaida Depe*wttd ` SCIS Home Log In i User Registration ; Hot Topics Submit Surcharge ' Stats B Facts i publications I FBC Staff i SCIS Site Map Unks Search
Busineii ltd*USER:
Product ApprovalProfesspudicuser
Regulation
Product Approval Menu > Product or Application Search > Application Ust > Application DOW
FL # FL5444-R4
Application Type Revision
Code Version 2010
Application Status Approved n9
Comments _ ^•
4fyJ`
i
Archived
Product Manufacturer -
Address/Phone/Email r10 ox 1100
1400 Union Meeting Rd
Blue Bell, PA 19422
215)274-2350
Steven.T.Lawrey@saint-gobain.com
Authorized Signature Steven Lawrey
Steven.T.Lawrey@saint-gobaln.com
Technical. Representable R. Allan Snyder
Address/Phone/Emall PO Box 1100
1400 Union Meeting Road
Blue Bell, PA 19422
Allan. R. Snyder@saint-gobain.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who Robert Nleminen
developed the Evaluation Report
Florida License PE -59166
Quality Assurance Entity Underwriters Laboratories Inc.
Quality Assurance Contract Expiration Date 06/09/2013
Validated By John W. Knezevlch, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL5444 R4 COI Trinity ERD CI - Nleminen.odf
Referenced Standard and Year (of Standard) Standard Year
ASTM D3161, Class F 2006
ASTM D3462 2007
ASTM D7158, Gass H 2007
Equivalence of Product Standards
Certlfled By
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtah1 g07CSsoy... 10/8/2012
r ,
Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 12/14/2011
Date Validated 12/14/2011
Date Pending FBC Approval 12/21/2011
Date Approved 01/31/2012
Page 2 of 2
Summary of Products I 1z
FL st Model NumWer or Name Description
5444.1 CertalnTeed Asphalt Roofing 3 -tab, laminated, architectural and 4 -tab asphalt roof
Shin les shin les
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL5444 R4 II er120611FINAL CERTAINTEED Asphalt
Approved for use outside HVHZ: Yes
Impact Reslstant:,A/A
Shinale FL5444-R4.odf
Verified By: Robert Nleminen, PE PE -59166
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Refer to ER Section 5 for Umlts of Use Evaluation Reports
FL5444 R4 AE er12061 nuAi CE TAINTEED Asphalt
Created by Independent Third Party: Yes real
Beck Ne:t
The State of Florida IS an WEED employer. r'novrioht 2007.2010 State of Florida.:: Privacy statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not went your e•mell address released In response to a publlc•records request, do not
send electronic mall to this entity instead, contact the ofnce by phone or by traditional mall. if you have any questions, please contact 850.487.1395.
Pursuant to section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department
with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are publicrecord. If you do not wish to supply a personal address, please provide the Department with an email address which an be made available to the public.
To determine If you are a licensee under Chapter 455, F.S., please dick b=.
Product Approval Accepts:
IrOf Cltsccun t mrcNW S'.CUP ED) '
a+.0-4 or v 15"
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtah1g07CSsoy... 10/8/2012
MOLYET ENGINEERING LLC
1060 EAST INDUSTRIAL DRIVE
SUITE W
ORANGE CITY, FL 32763
PH: 386-532-8000
FX: 386-774-6843
Certificate of Authority 9855
PE041509
DESIGN STATEMENT
1204 South Palmetto Avenue
Sanford, FL
This structure has been designed to comply with Chapter 16 of the 2010 Florida Building
Code and ASCE 7-10. The Design Parameters are:
Vult 140mph
Vasd l 08mph
Risk Category 11
Exposure B
GCpl +/-0.18
Floor Live Load (psf)
Uninhabitable attics without storage 10
Uninhabitable attics with limited storage 20
Habitable attics and sleeping areas 30
All other areas 40
Roof Live Load 20
Components & Cladding +21.8/-29.1
MOLYET
ENG/NEEMNG
uC
ENG. OF REC.
BRYAN
MOLYET
PE#041509
CERTIFICATE
OF
AUTHORITY
00009855
MSTRUCTUREW44BHNQESMT0MO RYVMCIiaM160FTHE 2110FLOWDABULDINGCODE AND ASCE
7-10. TFEDESIGN PARANETERSARE:
V(ULT 140MPH
RISK C TEGORY
1108MPH
EXPOSURE C
GCP1 +/-0.18
FLOOR LIVE LOAD (PSF)
UNINHABITABLE ATTICS WITHOUT STORAGE 10
UNINHABITABLE ATTICS WITH LIMITED STORAGE 20
HABITABLE ATTICS AND SLEEPING AREAS 30
ALL OTHER AREAS 40
ROOF LIVE LOAD 10
COMPONENTS & CLADDING +27.2 / -36.3
L LAl H l9 II( XD LAbJ
LEDGER CONNECTION TO 44
NTS
BULUNG
226 PT L$DGBR TO CA1U PALL
ATTACH W1 1/4' s 4' (12' O.C.
STAGGBRBD) TAPS -CON OR EQUAL
STAIR NOTES
1, HANDRAILS
A. PROVIDE HANDRAIL - MINIMUM ONE SIDE
B. HEIGHT OF RAILING ABOVE TREADS - 32-
30' MIN. - 34' MAX.)
C. EXTEND HANDRAILS 12' NOSING OF TDP
TREAD AND 12' PLUS TREAD WIDTH BEYOND
THE BOTTOM NOSING.
D. RETURN AND TERMINATE ENDS OF HANDRAILS
TO WALL OR POST,
E. PROVIDE 1 1/2' CLEAR BETWEEN HANDRAIL
AND WALL.
F. CROSS-SECTIONAL DIMENSION HAND GRIP
PORTION OF HANDRAILS J 1/4' MINIMUM.
s EQUAL STaPS
TO PAYBRS AT
GRABB 2212 PT STRDIIGBR No 24' OC
AB44 FOOTMG
In PT 4s4—
TYPICAL
STAIR DETAIL
NTS
LESS TBAN
4' TYP.
BBI7BBN
04 PT SPMDLBS
OFHONAL
COBCAM
LUMMG AT
GRADE
16216= FWTIXG
TO PT 444
177ICAL 11),
HABYSIGNINGTHISLAYOUTICERTIFYIHAVE CHECKED OVER AND APPROVE ALL SPANS,
PITCHES, DIMENSIONS, OVERHANGS, ELEVATIONS, AND BEARING CONDITIONS. /
SIGNATURE DATE: 2
Job #
Tress layout for.
Blake & Farrell
1204 S Palmetto Ave
Sandford s
TRUSS COMPANY
Since 1978 / Bfd # 1403029 Date: 03/24/14 Drawn by -Audrey
TYPICAL ROOF DETAIL
ANY PARTY WHO CUTS OR DAMAGES A FOR ERECTION AND INSTALLATION
DATE: REVISION: 5112 q rh 378 beft
TRUSS WITHOUT THE APPROVAL OF THE (TEMPORARY AND PERMANENT) FOLLOW 5.5W.24•overhang. 140mphwNMba
SALESMAN OR TRUSS COMPANY SHALL INSTRUCTIONS ON HIB -9i SUMMARY "' ENCLOSED.-
BE
NCLOSED"'
BE RESPONSIBLE FOR THE COST OF THE SHEETS AND ENGINEERING SHEETS FOR *" EXPOSURE - B -
ENGINEERING DESIGNS AND REPAIRS. EACH TRUSS. -VALLEYS BY BUILDER "'
C,
DO
D 41,
Revision
Response to Comments O
Permit # H- t1? -4
Project A
Contact:
D City of Sanford
Building & Fire Prevention Division
OCT 'QV 2014 Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
BY:
Submittal Date QNJ ab ( L
Ph: !z Fax•
Email:
Trades encompassed in revision:
Building
Plumbing
Electrical
Mechanical
Life Safety
Waste Water
General description of revision:
ROUTING INFORMATION
Approvals
11 Building !4? /O' 740' -/t4
Department
Utilities
Waste Water
Planning
Engineering
Fire Prevention
General description of revision:
ROUTING INFORMATION
Approvals
11 Building !4? /O' 740' -/t4
RECORD OOPY
MOLYET ENGINEERING LLC
October 17, 2014
Mr. Dave Aldrich
Chief Building Official
City of Sanford Building Department
300 North Park Avenue
Sanford, FL 32771
Re: New/Existing Roof Framing Interface
1204 South Palmetto Avenue
Sanford, FL
Dear Mr. Aldrich:
1060 EAST INDUSTRIAL DRIVE
SUITE W
ORANGE CITY, FL 32763
PH: 386-532-8000
FX: 386-774-6843
PE041509
REVIEWED
DFFO.
RRCODE COMPLIANCE
PLANS EXAMINER
DATE
0)\LD n c
SANFORD
F'AR'R`•r?
14-1124
At the referenced site, the framing installed to connect the new roof to the existing roof
had been covered over prior to inspection. Accordingly, I have inspected this area and, in
my professional opinion, the framing has been completed in compliance with all
applicable codes and standards, and is structurally sound.
Should further questions on this project arise, please do not hesitate to contact me.
Very -truly youis; .
G
an A. Molyet E.
mgineer-of-Record,
SAN MED BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT ASAUTHOALTERORSET
ASIDE ANY OF HEPROVISIONS
OFTY
TO VIOLATE.
THE TECHNICALCODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek® RECORD COPY
RE: 1403029 - 1204 S Palmetto Ave Sandford MiTek USA, Inc.
Site Information:
6904 Parke East Blvd.
Customer Info: Black & Farrell Project Name: Model:
Tampa, FL 33610-4115
Lot/Block: Subdivision:
Address: 1204 Palmetto Ave
City: Sandford State: FI
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2010/TP12007 Design Program: MiTek 20/20 7.4
Wind Code: ASCE 7-10 [All Heighl] Wind Speed: 140 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 6 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. I Seal# I Truss Name I Date
1 IT6581808 101 10/14/01
12 I T6581809 102 110/14/011
13 1 T6581810 103 110/14/014
4 1 T6581811 104 10/14/01
15 1 T6581812 105 110/14/014
16 1 T6581813 106 110/14/01
REVISION
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMINER
DATE
The truss drawing(s) referenced above have been prepared by MiTek
Industries, Inc. under my direct supervision based on the parameters
provided by WW Truss.
Truss Design Engineer's Name: Velez, Joaquin
My license renewal date for the state of Florida is February 28, 2015.
IMPORTANT NOTE: Truss Engineer's responsibility is solely for
design of individual trusses based upon design parameters shown
on referenced truss drawings. Parameters have not been verified
as appropriate for any use. Any location identification specified is
for file reference only and has not been used in preparing design.
Suitability of truss designs for any particular building is the
responsibility of the building designer, not the Truss Engineer,
per ANSI/TPI-1, Chapter 2.
14 - 1124
VILD11V6
SANFORD
Al
01151111811, 104
N
D.G E NS.F'.
N 82
E OF :44Z
FL Cert. 6634
October 14,2014
Velez, Joaquin l of l
Job ruSSruS6 ype
1.25
Lumber Increase
1204 S Palmetto Ave Sandford
Rep Stress Incr YES
Code F8C2010/TP120D7
Horz(rL) 0.37 7 We rVa
76561606
1403029 O1 SCISSORS 8 t
TOP CHORD Structural wood sheathing directly applied or 3.10-9 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing.
MiTak recommends that Stabilizers and required cross bracing
Job Reference (optional)
w w r fuss L'offPsrry, vimona vesce, morias 7.43e s Jur z5 zeta Mf r ex Industries, mc. l us txt 14 12:17 le ze14 Page 1
ID:HxfyDgxsOJDA6Df IWYYmpHzXTLn-MNoy0mc2_rgfgDXKOCpZkDe?FM t?3k3W RFJTVyT W NV
3-0-0 7.1-0 13.6-0 19.11.0 27-"
3 O 7.1-0 6.5-0 63-0 7.1-0
Scale = 1:51.6
4x5 =
LOADING (psi)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
LUMBER
TOP CHORD 2x4 SP M 31
BOT CHORD 2x4 SP M 31
WEBS 20 SP No 2
SPACING 2.0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Incr YES
Code F8C2010/TP120D7
CSI
TC 0.31
BC 0.45
WB 0.72
Matrix -M)
REACTIONS (Ib/size) 7=990/Mechanical, 2=1173/0-5-8 (min. 0-1-8)
Max Horz 2=117(LC 7)
Max Uplilt7=-133(LC 8), 2=-257(LC 8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-3420/372,3-5=-25361303.5-6=.2538/305,6.7=-3532/457
BOT CHORD 2-10=-291/3151,9-10=-297/3166.8-9=-383/3278,7-8=-381/3268
WEBS 5-9=-10311548.3-9=-884/137,6-9=-994/222
DEFL In loc) I/dell Ud PLATES GRIP
Vert(LL) -0.28 9-10 >999 360 MT20 244/190
Vert(TL) -0.67 9-10 >480 240
Is far latoral strpporl of I ndlvltltral web members orgy. Addllbnal temporary bracing to Insure stablity, dt4V construcllon is the respordbllly, of the
Horz(rL) 0.37 7 We rVa
erecta. Additional pormanont Ixochg of tho overall structure Is the reaporailwily, of the building deslgnet. for general gukdonce rewding
IabAcatlon. quality conhot. storage. delivery, erection and tracing. consult ANSVINI Quality Crlteda, DSB-89 and BCSI Building Component
Weight: 116 Ib FT = 20%
BRACING
Tempe, FL 33610.4115
TOP CHORD Structural wood sheathing directly applied or 3.10-9 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing.
MiTak recommends that Stabilizers and required cross bracing
be Installed during truss erection, in accordance with Stabilizer
Installationgulde.
REVISION
07
g"°'
I Sn14'j'tJrf?l
NOTES # - 1 1 2 4
o
O4F?
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph, TCDL=4.2psl; BCDL=5.Opsf; h=1711; B=45ft; L=2811; eave=oft; Cal. 11;
Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL0.60 plate grip DOL0.60
3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. /11111111/ ll 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will %Qv N
lit between the bottom chord and any other members. `% P. • • , .... , VICE [.
5) Refer to girder(s) for truss to truss connections. , •• • G E / S • • ` i
6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verily capacity .' . 4$'
of bearing surface. ftb
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=1b) 7=133, * N( 68182 ••
2=257. -
8) 'Semi-rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. = ;
LOAD CASE(S) Standard •• T O F .'
FL Cert. 6634
October 14,2014
0 WARMNO - Vcnjj# dmign parametem and READ N0786 ON 7V1B AND INCLUDED W78K RBPBRBNCB Pd08 DUI -7473 BBPORB U89
Design valld for use only wllh Mllok connectors. gds design Is based only upon parameters shown, and Is far an Individual building cornponenl.
of design paneters and ober Incoriorollon of component is responslIAlry of building designer - not huss designer. Bracing shownApdkrtblity, apr
Is far latoral strpporl of I ndlvltltral web members orgy. Addllbnal temporary bracing to Insure stablity, dt4V construcllon is the respordbllly, of the WOWerecta. Additional pormanont Ixochg of tho overall structure Is the reaporailwily, of the building deslgnet. for general gukdonce rewding
IabAcatlon. quality conhot. storage. delivery, erection and tracing. consult ANSVINI Quality Crlteda, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety IMamation avail )to hom buss Plate Iratlhrle. 781 N. tee Sheet. Suite 312 Alexandria. VA 22314. Tempe, FL 33610.411511Soud+em Prue (SP) Idwimber is speci/ied• ttm d esIM values we diose effective 06/01/2013 by ALSO
Job ruse Truss Type oty ply 1,104 S PaInwIloAveSandford
LOADING (psi)
REVISION
SPACING 2-0.0 CSI
76581608
1403029 02 GABLE 1 1
TC 0.64 Veri(LL) -0.12 16 Nr 180 MT20 244/190
TCDL 70
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0.0 oc.
Lumber Increase
Job Reference(optional)
w w truss uoniporgr, vrmono oexn, rr mu •• ••••• •• - • .- . - . .-
ID:HxlyDgxsOJDA6DfIWYYmpHzXTLmgtHAAmnEplzhH okt5126xmkdemrkhOC15?sOxyTWNU
3-0.0 13.6-0 27-0.0 30-O
3.0.0 13.6-0 13.6-0 3-0-0
Scale = 1:54.4
4x5 =
30 =
WHEN A FLAT BOTTOM CHORD GABLE TRUSS SUPPORTED ON TOP OF A BEARING WALL SETS NEXT TO SCISSOR TYPE TRUSS(ES). A
HINGE TYPE CONNECTION WILL BE CREATED BETWEEN THE TOP PLATE OF THE BEARING WALL AND THE BOTTOM CHORD OF THE
GABLE TRUSS. THIS IS DUE TO THE LACK OF THE LATERAL BRACING PROVIDED BY RIGID CEILING AT THE HINGE TYPE CONNECTION
POINT. THE TRUSS DESIGNER ASSUMES NO RESPONSIBILITY FOR THE DESIGN OF THE LATERAL BRACING TO THE HINGE CONNECTION
SITUATION. COMPETENT PROFESSIONAL ADVICE MUST BE OBTAINED RELA71VE TO THE DESIGN OF THE ADEOUATE LATERAL
BRACING TO THE HINGE TYPE CONNECTION 97,n -n
e0
REACTIONS All bearings 27-0-0.
lb) . Max Horz 2=119(LC 7) 1141 2 toMaxUpliftAlluplift100Iborlessatjoint(s) 23, 25, 26, 27, 21, 20, 19, 18 except 2=-195(LC 8), 15=-190(LC
MF
27-0.0
LOADING (psi)
REVISION
SPACING 2-0.0 CSI DEFL in loc) I/dell Ud PLATES GRIP
TCLL 20.0
2) Wind: ASCE 7.10: Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsi; h=1711; B=45ft; L=2811; eave=211; Cat. 11;
Exp B; Encl., GCpi=O.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 SFA fi
Plates Increase 1.25 TC 0.64 Veri(LL) -0.12 16 Nr 180 MT20 244/190
TCDL 70
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0.0 oc.
Lumber Increase 1.25 BC 0.15 Vert( L) -0.20 16 Nr 80
BCLL 0.0 ' Rep Stress Incr YES We 005 Horz(TL) 0.00 15 Na Na
BCDL 10.0
LOAD CASES l) Standard
Code FBC2010/TP12007 Matrix)
If, A`
Weight: 145 Ib FT = 20°b
LUMBER
FL Cert. 6634
BRACING
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins.
BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 20 SP No.2 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 27-0-0.
lb) . Max Horz 2=119(LC 7) 1141 2 toMaxUpliftAlluplift100Iborlessatjoint(s) 23, 25, 26, 27, 21, 20, 19, 18 except 2=-195(LC 8), 15=-190(LC
MF
8)
Max Grav All reactions 250 Ib or less al joints) 22, 23, 25, 26, 27, 28, 21, 20, 19, 18, 17 except 2=369(LC 1),
15=362(LC 1) REVISION
erector. AcId9lend permanent booting of the overall slnscMe Is the restxrWblllty of the bu6ding doslgner. For genoral guidance regurdtrtg
XVII -DIA/ FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
6904 Parke East Bbd.
NOTES
1) Unbalanced roof live loads have been considered for this design. SANFO:O
2) Wind: ASCE 7.10: Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsi; h=1711; B=45ft; L=2811; eave=211; Cat. 11;
Exp B; Encl., GCpi=O.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 SFA fi
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to Wind (normal to the face), see Standard Industry
Gable End Details or consult building designer as per ANSVTPI 1.
ARTM
I I U ///
leasapplicable, qualified 1ij111I
N 4) All plates are 2x4 MT20 unless otherwise Indicated. V I F j5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0.0 oc.
Q.4, • • • 0.••(, E N,9 •
7) This truss has been designed for a 10.0 psi bottom chord live load nonconcurreni With any other live loads. F •,
8) - This truss has been designed for a live load of 20.Ops1 on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0.0 wide Will N 68182 0
lit between the bottom chord and any other members.
9) Provide mechanical connection (by others) of buss to bearing plate capable of Withstanding 100 Ib uplift at joint(s) 23, 25, 26, 27, 21, 2l
19, 18 except 01=1b) 2=195, 15=190.
10) 'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. p ; (r
0 F
LOAD CASESl) Standard
0i
If, A`
n
L1111111
FL Cert. 6634
October 14,2014
Q WARNINO - VerVy dmlyn parantefers and READ N0785 ON THIS AND INCLUDED &978K RBPBRBNCB PAOB 061.7473 BBPORB US&
Design vardd for we only wllh Mllek connectors. n* design Is based only upon parameters shown, and Is for an IndivkArat building component. MFApplicatAIIyofdesignparametersandpropeeIncaporarlonofcomponentkresporaAllyofboAldtrtgdesigner - not buss clw4nor. Bracing shown
Is for lateral support of kxlrvkttxtl web members only. AtltllliDnal temporary bodaing to trwse stability dtxN construction K the responsUllty of Who MiTekerector. AcId9lend permanent booting of the overall slnscMe Is the restxrWblllty of the bu6ding doslgner. For genoral guidance regurdtrtg
labrlcullon, quality control, slordsge, dellvery, erection and boochg. coruull ANSI/TPII Quality Criteria, DSB-89 and BCS! Building Component 6904 Parke East Bbd.
Solely
Of Soutlsem Pine (SP)
rmation Dumberis fspeciTiete d Ilkhe 7 l
wet. trtlwse a Neflective 06/01%2033 by ALSO Tarrye. FL 33610-4115
Job ruSs Truss Type uty Fly 1204 S Pobmew, Ave Sandford
BRACING
Is lot lateral arplod of IndNkfud web members only. Addltlortril temporary braclrlg to Inoue stability during comhuctkrn Is the respordblllry of the
TOP CHORD 20 SP No.2
T65e18t0
1403029 03 CATHEDRAL 9 1
WEBS 20 SP No.2 2.2-0 oc bracing: 11-12.
Job Reference (optional)
W w r rugs t'wpany' VIRtana neacn, rKKroe ,.9.w i JY, [7 Cv, J M„ 06 ,OQY51 qi. „F. ,
ID:HxlyDgxsOJDA6DII WYYmpHzXTLM3rYN6osab5Yv8NwRpFHe91ts2wFT40MzIkPYpyTW NT
3 0 0 3-0-0 7.2.12 11.5 8 13-6-0 19.10-4 27.0-0 29-0-0
3-0-0 1.2.12 4.2.12 2- 6.4.4 7.1.12
4x5 =
5.00 F12
Scale = 1:53.6
xa -
2.50 12
M -
LOADING (psi)
TCLL 20.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING 2.0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Incr YES
Code FBC2010/rP12007
CSI
TC 0.73
BC 0.91
WB 0.28
Matrix)
DEFL In (loc) Udell Ud
Vert(LL) -0.23 11-12 >999 360
Vert(TL) -0.63 10-11 >502 240
Horz(TL) 0.15 8 rl/a n1a
PLATES GRIP
MT20 244/190
Weight: 135111 FT = 20°0
LUMBER BRACING
Is lot lateral arplod of IndNkfud web members only. Addltlortril temporary braclrlg to Inoue stability during comhuctkrn Is the respordblllry of the
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4.15 oc purlins.
BOT CHORD 20 SP No 2
Tempo. FL 33610.4115
BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing, Except:
WEBS 20 SP No.2 2.2-0 oc bracing: 11-12.
MiTek recommends that Stabilizers and required cross bracing
be Installed during truss erection, In accordance with Stabilizer
Installation quide
REACTIONS (Ib/size) 2=1165/0.5.8 (min. 0-1-8), 8=1096/0.5.8 (min. 0-1-8)
Max Harz 2=118(LC 7)
Max Uplilt2=-260(LC 8), 8=-213(LC 8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NO I V IO N oOLD'Af6TOPCHORD2.3. 1945/104, 3-4=-1873/125, 4-5=-2273/240, 5-6=-2233/272, 6-7=-1930/331,
7.8=-1935/243
BOT CHORD 2-12=-17/1707,11-12=-187/2277,10-11=-4511514,8-10=-133/1712 SANFORD
WEBS 4-12=-624/196,6-11=-64/1262,6-10=-130/461, 7-10=-369/173 # 1 1 1 2
NOTES OF OA RTN G
1) Unbalanced roof live loads have been considered for this design
2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsl; h=1711; 8=45ft; L=2811; eave=411; Cat. II; ,`1111111//,
Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 %%%% pvla N
3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads. , P.• F j
4) ' This truss has been designed for a live load of 20.0psl on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will • • Ci E N S • •• i
lit between the bottom chord and any other members. •• V F ••,
5) Provide mechanical connection (by others) o1 truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=1b) 2=260, N 6131 82
8=213.
6) 'Semi-rigid pitchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. * :
LOAD CASE(S) Standard "p
T OF
gam •
S'
o
4u ZZ
o. %
O P `%
X111 A11%,
11100 ,
1110
0
FL Cert. 6634
October 14,2014
Q WARNINO - Vojig dalgn paruntolcm and READ N07SS ON 71FIB AND INCLUDED 6978K REPERBNCB PADS 691.7473 BSPORB U8B.
Design vatic! for use only with Mtlek connectors 1Ns design Is based only upon parameters shown. and Is lot an Individual balding component
Appilcablity or design parameters aril popei Incogotatlon of component Is responsibility of building designer - not buss deslgnor. Bracing awvn
Is lot lateral arplod of IndNkfud web members only. Addltlortril temporary braclrlg to Inoue stability during comhuctkrn Is the respordblllry of the WOWerectorAdcllaoiWpermanent bracing of Iho ovotatl stnrcturo h Ile restonstAlly of Iho buldblg designer. For general gtilctarxbe reg(jtdbv
Iabdcallon. clucilty control. storage. delivery. oiectk>n and bracing, corutilt ANSI/rPll Quality Criteria. DSO -89 and SCSI Building Component 6904 Parks East Blvd.
Solely Information avala ble from Inns Rate Irlsllkde, 781 N. Lee Shoet, Stille 312. Alexandria. VA 7?314. Tempo. FL 33610.4115
H Sou,h.e Pine ISP)tlanber u speclfte4 the desips values are those effective 06/01/20113 by ALSO
Job rush 1russ type Oty y120r S Palmetto Ave Sandford
K for lalend suppon of Irxllvklrrd web members only. Ackilllorel temporary bxacl ng to bsuse slab ilty during conslnlcllon Is the respondbillity of the Welk' erector. Adc111bnal permanent bracing of the ovcrdl structure is the nespondttllily of the bxACNng designer. for ger ewd grddanco regarding
76581811
1403029 04 OUEENPOST I 3 t
Job Reference (optional)
w
LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) Udell Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) -0.24 2.9 >772 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.87 iVeri(TL) -0.60 2-9 >314 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(TL) 0.01 8 n/a n1a
BCDL 10.0 Code FBC2010fTP12007 (Matrix) I Weight: 96 lb FT = 20°b
LUMBER BRACING
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc pudins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 20 SP No.2 MITek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (Ib/size) 2=675/0-5.8 (min. 0-1-8), 8=1127/0.5.8 (min. 0-1-8)
Max Horz 2=94(LC 7)
Max Uplift 2=-166(LC 8), 8=-263(LC 8)
Max Grav 2=696(LC 17), 8=1127(LC 1)
REVIS
4`1FORCES (lb) - Max. Comp./Max Ten. - All forces 250 (Ib) or less except when shown.
OGUILD/,
yTOPCHORD2.3=-738/15,3-4=-422/0,4-5=-380/0,5.6=-444/974
BOT CHORD 2-9=0/620,8-9=-419/350,6-8=-851/493
WEBS 3.9- 308199,5-9=-181!728, 5.8=-1154/345 ANFpkD
NOTES
1) Unbalanced root live loads have been considered for this design.
OgRTME
2) Wind: ASCE 7.10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=17ft; B=45ft; L=28ft; eave=411; Cat.
ll; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N VF 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide ,P.4, .V. • •
will fit between the bottom chord and any other members. ` , .•• (', E NS •• i,-
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 Ib uplift at Joint 2 and 263 Ib uplift at •• V F•••• I:,
joint 8. 4% N 68182
6) "Semi-rigid pltchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
p•T F
0•
vcv •
FL Cert. 6634
October 14,2014
Q WARNING - Vcr1Jg deign par arnelem and READ N01W ON THIS Alm INCLUDED 1078K RBPBRBNCB PAOB MI.7473 EEPORIS USB
Design vdkl for rose only Win Mnok Connectors. this design Is based only rrpon parameters shown. and h for an kxJMdlxl Ixedng component.
proper IncoMotatlon of component Is reslwraAlly of brdldtrtg designer . not truss deslgnwn BIOCIng shownofdesignIxsnelersandmApplk;abllty, ar
K for lalend suppon of Irxllvklrrd web members only. Ackilllorel temporary bxacl ng to bsuse slab ilty during conslnlcllon Is the respondbillity of the Welk' erector. Adc111bnal permanent bracing of the ovcrdl structure is the nespondttllily of the bxACNng designer. for ger ewd grddanco regarding
lobrkallon, ctu dily control. storage. delivery. election and bracing. Consult ANSIMI I Quality Cntedo, DS11•89 and BCSI Building Component 6904 Puke East Blvd.
Safety Information ava0dsle from buss Plate Institute, 781 N. lee Street. Stile 312. Alexandilo. VA 71314.
H Soudiem pine (Sp) lumber is specified the design values are diose effective 06/01/2013 by ALSO
Tampa. Fl. 33610.4115
Job rush I rubs I ype oly Ply 1204 S Patneno Ave Sandlofd
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-40 oc puffins.
BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
T65etet2
1403029 05 GABLE 1 t
REACTIONS (Ib/size) 2=674/45.8 (min 0.1.8), 8=1132/0-5-8 (min 0.1.8)
Max Horz 2- 94(LC 6)
Max Uplift 2=-165(LC 8), 8- 266(LC 8) rf 1 1 1 2 44
Max Grav 2=696(LC 17), 8=1132(LC 1)
Job Reference (optional)
W W TrUSS G011VIIny, Ofrr1011d 13911M. FIO 108 r ..Su a JOI LJ Zvi,!; ml OR IMU51IMS, Im I uv Cul 1. 14.I V w "'. .9. 1
ID:HxlyDgxsOJDA6DII W YYmpHzXTLn-4OH9gjV3yp?bYOUxROOlysxtE7lgXUC7zVZVBvyTWG3
3.0-0
i 5.3.14I 10.0.0 i 14-8.2 20-0.0 I
23.0.0
3-0.0 5-3.14 Is- 4-8.2 5.3.14 3.0 0
Scale = 1:41.9
4x5 =
This truss is NOT symmetric.
Proper orientation is essential.
b
LOADING (psf) SPACING 2.0-0
TCLL 20.0 Plates Increase 1.25
TCDL 7.0 Lumber Increase 1.25
BCLL 0.0 ' Rep Stress Incr YES
BCDL 10.0 Code FBC20101TP12007
CSI
TC 0.73
BC 0.87
WB 0.17
Matrix)
DEFL in
Vert(LL) -0.24
Verl(TL) -0.60
Horz(rL) 0.01
loc) Vdell Ud
2-10 >772 360
2.10 >314 240
8 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 112 Ib FT = 20°b
LUMBER BRACING
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-40 oc puffins.
BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.2 MITek recommends that Stabilizers and required cross bracing
OTHERS 20 SP No.2 be installed during truss erection, In accordance with Stabilizer
Saley IMormolbn OVdIOd)10 from truss Role Institute, 781 N. Leo steel. Sidle 312. Adexo ncift VA 71314,
If Southern Pine (SP) lumber is specftied• the design values are diose effective 06/01/2013 by ALSC
Installation guide.
REACTIONS (Ib/size) 2=674/45.8 (min 0.1.8), 8=1132/0-5-8 (min 0.1.8)
Max Horz 2- 94(LC 6)
Max Uplift 2=-165(LC 8), 8- 266(LC 8) rf 1 1 1 2 44
Max Grav 2=696(LC 17), 8=1132(LC 1)
gv1LDmV
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2.3=-737/13, 3-4=-421/0, 4.5=-378/0, 5-6=-453/988 REVISIONBOTCHORD2-10=0/619,9-10=-429/358,8-9=-429/358,6-8=-e64/503 vl„ WEBS 3-10=-308199, 5.10=-186/736,5-8=-1160/349
NOTES CcpAR`^C
1) Unbalanced root live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; BCDL=S.Opsf; h=1711; B=451h L=28ft; save --oft; Cat.
11; Exp B; Encl., GCpi=0.18; MW FRS (directional); cantilever right exposed; Lumber DOL=1.60 plate grip DOL=1.60 `1111111 f //T
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the lace), see Standard Industry Qv N V
FGableEndDetailsasapplicable, or consult qualified building designer as per ANSVTPI 1. P. •,.. • •
4) All plates are 2x4 MT20 unless otherwise Indicated. 0 G E NI s•
V 16, ... 5) Gable studs spaced at 2-40 oc.
6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
0
N 68182 •
7) ' This truss has been designed tot a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6.0 fall by 2-0-0 wide = *
will lit between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 Ib uplift at joint 2 and 266 Ib uplift at
joint 8.
9) 'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this
0
truss.O ;• -rF :
LOAD CASE(S) Standard
4u4i`
40 '. P;•'
i
Al ,,`,, 111
FL Cert. 6634
October 14,2014
Q WARMNO - Ve ifj/ d=ign paruntdera and READ N01W ON7WIS AND INCLUDED A67W RBPBRBNCB PdeB MI -7473 BSPORB US&
based only upon panetefs shown. and Is for an Individual building component. Design valid la use only with Mitek connectors. thio design k a
Apprkand pablllyofdesignlxrameteisaiopeihcorporallonofcomponenthresponsibllllyofbuildingdesigner - not Buss doslgner. Bracing shown
Is for lateral support of IndNkkrcil web members only. Additional temporary, brocing to bore stability durtlg constucllon is the responsibility of the MiTek' ereclor. Additional Myna enl biacing of the ovorall slruckne Is the respor>SUUIIy of the bulldltng designer. For general guidance repadkng
labdcollon. quality control, storage. delivery. mecllon Ord bracing. consult ANSI/TPI) Quality Criteria, DSB-a9 and BCSI Building Compwnant 6904 Parke East Blvd.
Saley IMormolbn OVdIOd)10 from truss Role Institute, 781 N. Leo steel. Sidle 312. Adexo ncift VA 71314,
If Southern Pine (SP) lumber is specftied• the design values are diose effective 06/01/2013 by ALSC
Tsrlpa. FL 3361P4115
w w truss uorrparmy, , Unmono treacn. ramous r _ • rm w cv. u W"T co ,nvw,... ...... ...o ........ .
I D:HxlyDgxsOJDA6D11 W YYmpHzXTLr1-ESzJoop65DLGSSXIZDHgaOl7sjHxyGeR3DWdGyT W NR
3 0 0 5.3.14 10-" 12. 10.4
3-0-0 5.3.14 4-8•2 2.10.4 3.1.12
Scale = 1.32.7
4x5 =
LOADING (psi)
fuss rush ype
CSI
y1204 S Palmetto Ave Sandford76581813
loc) I/dell Ud
TCLL 20.0 Plates Increase 1.25
Ob
4030211 1016 OUEENPOST 1 2 Job Reference (optional)
w w truss uorrparmy, , Unmono treacn. ramous r _ • rm w cv. u W"T co ,nvw,... ...... ...o ........ .
I D:HxlyDgxsOJDA6D11 W YYmpHzXTLr1-ESzJoop65DLGSSXIZDHgaOl7sjHxyGeR3DWdGyT W NR
3 0 0 5.3.14 10-" 12. 10.4
3-0-0 5.3.14 4-8•2 2.10.4 3.1.12
Scale = 1.32.7
4x5 =
LOADING (psi) SPACING 2-0.0 CSI DEFL In loc) I/dell Ud
TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.08 9.10 999 360
TCDL 7.0 Lumber Increase 1.25 BC 043 Vert(TL) 0.19 9-10 996 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.43 Horc(TL) 0.03 7 n1a We
BCDL 10.0 Code FBC2010/TPI2007 Matrix)
LUMBER BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x6 SP M 26
WEBS 2x4 SP No.2 BOT CHORD
REACTIONS (Ib/size) 2=4321/0.5.8 (min. 0-1-13), 7=4107/0-5-8 (min. 0.1-12)
Max Horz 2=107(LC 8)
Max Up11112=-777(LC 8), 7=-635(LC 8)
Max Grav2=4394(LC 13), 7=4200(LC 15)
FORCES (Ib) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2.3=-758317 082, 3.4. 4268/668, 4-5=-4238/674, 5-6=-3827/589, 6-7=-3445/536
BOT CHORD 2-10=-1002/6983, 9-10=-1002/6983, 8.9=-521/3499
WEBS 3-10=-314/2524, 3-9=-3381/488, 4-9=-434/3053, 5.9=-78/617, 5.8. 670/134,
6-8=-57313872
PLATES GRIP
MT20 244/190
Weight: 199 Ib FT = 20%
Structural wood sheathing directly applied or 4-3.1 oc pudins, except
end verlicals.
Rigid ceiling directly applied or 10-0.0 oc bracing.
X14-1124
REVISION v1Lp/N
Stites
NOTES O
1) 2 -ply truss tops connected together with 10d (0.131'x3') nails as follows. OARTM
Top chords connected as follows: 20 - 1 row at 0-9-0 oc.
otllltty of blldblg designer . not trus designer. 8rocblg shownAprAlaotllNofdesignpoiamelefsandproperIncorpoiollonofcomponentIsrospru
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9.0 oc.
Webs connected as follows: 20 - 1 row at 0-9-0 oc. `111111111/11
2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply `,% V 1 N V 111Qconnectionshavebeenprovidedtodistributeonlyloadsnotedas (F) or (B), unless otherwise Indicated. F
E N3) Unbalanced roof live loads have been considered for this design.
Vasd=108mph, TCDL=4.2ps1; BCDL=5.Opsl; h=1711; B=451t; L=2811; save=4th Cat. 11; S: S G •.
4) Wind: ASCE 7-10; Vult=140mph (3 -second gust) 6`
Exp S; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
N 68182 •: 0
5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will
fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except of--Jb) 2=777,= .
8) GI des carries tie-in span(s): 27-0.0 from 0-0-0 to 16.0.0 T O F • : /
9) 'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss.
StandardOADs Plate Increase=1.25 Lad
RooAD
1 Live balanced): Lumber Increase=1.25, A %%
T, Uniform Loads (pit) Uniform 1111 l s it li
Vert: 1-4=-54,4-6=-54,2-7=-474(F=-454)
FL Cert. 6634
October 14,2014
0 WARNING - Ver% deign par amdw and READ N078B ON 7MIS AND INCLUDBD W78K REPBRENCS PAGE MI -7473 BBPORS USB.
Design valid for tre only with Wick connectors. This design Is based only upon parameters shown. and Is for an bldlvidtial building component,
otllltty of blldblg designer . not trus designer. 8rocblg shownAprAlaotllNofdesignpoiamelefsandproperIncorpoiollonofcomponentIsrospru
is far loterd strppon of IndNkkial web members only- Addtlbrxi temporary t)tocbtg to bstse stability durtrtg construction Is the resporslblllfy of Me WOWerector. Ackllllorxl perrnanonl hooting of the overall structure h the responsibility of the building designer. For general gtikko ce regarding
fabrication. quality control, sloiaW. delivery, ejection and txocbtg. consult ANSI/TPI) Quality Criteria, DSB-89 and BCSI Building Component 6804 Park* East Blvd.
a IMomtafIon avalable from Ings Plate Institute. 781 N. toe Street. Sulle 312. Nexanxirla. VA 22314.
if Southam Pine (Sp) hienber Is specifie4 the design values are those effective 06/01/2013 by ALSO
Torrpa. FL 33610.4115
Symbols Numbering System General Safety Notes
PLATE LOCATION AND ORIENTATION
3 Center plate on joint unless x, y
4 offsets are indicated.
1 6-4-8 dimensions shown in ft-in-sixteenths
Drawings not to scale)
Failure to Follow Could Cause Property
Damage or Personal Injury
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g.
and fully embed teeth.
TOP CHORDS diagonal or x-brocing. is always required. See BCSI.
1/C1.2
0'
ct•2 C2-32. Truss bracing must be designed by on engineer. For
individual lateral braces themselvesldwide
WEBS 4 truss spacing,
Tor Io
Off p
may require bracing, or alternative
bracing should be considered.
r 0 c0zyh3.
U U
Never exceed the design loading shown and never
inadequately broced trusses.
Q. u stack materials on
O o
4. Provide copies of this truss design to the building
For 4 x 2 orientation, locate
c' `' d
BOTTOM CHORDS
designer, erection supervisor. property owner and
oil other interested parties. plates 0-'ns from outside
edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other.
6. Place plates on each face of truss at each
This Symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint
required direction of Slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations ore regulated by ANSI/TPI 1.
connector plates. THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT=
7. Deign assumes trusses will be suitably protected from
the environment in accord with ANSI/TPI 1.
Plate locofion details available in MiTek 20/20
software or upon request.
NUMBERS/LETTERS. N 8. Unless otherwise noted, mosture content of lumber
r shall not exceed 1946 of time of fabrication.
PLATE SIZE
PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for
use with fire retardant, preservative treated. or green lumber.
ICC-ES Reports:r
C>
The first dimension is the plate Caf> 10. Comber is a non-structurol consideration and is the
width measured perpendicular4x4 ESR-1311, ESR-1352, ESR1988 rt ' responsibility of truss fabricator. General practice Is to
to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282
e' L
comber for dead load deflection.
the length parallel to slots. 11. Plate type, sae, orientation and location dimensions
Indicated ore minimum plating requirements.
LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and
Southern Pine lumber designations are as follows: in oil respects, equal to or better than that
Indicated by symbol shown and/or
by text in the bracing section of the
SYP represents values as published
by AWC in the 2005/2012 NDS O 0
SP represents ALSC opproved/new values CC W-
specified.
13. Top chords must be sheothed or purlins provided at
indicated design. output. Use T or I bracing with effective dote of June 1, 2013 ILL. spacing on
if indicated. ir7Z
m Qe 14. Bottom chords require lateral bracing of 10 ff. spacing.
p or less, if no ceiling rs instolled, unless otherwise noted.
BEARING
15. Connections not shown ore the responsibility of others.
Indicates location where bearings
supports) occur. Icons vory but 2012 MiTek® All Rights Reserved
16. Do not cut or alter truss member or plate without prior
approval of on engineer.
reaction section indicates joint
number where bearings occur. 17. Install and lood vertically unless indicated otherwise.
18. Use of green or treated lumber may pose unacceptable
environmental health or performance risks. Consult with
project engineer before use.
Industry Standards:
ANSI/TPI l : National Design Specification for Metal 19. Review all portions of this design (front, back words
Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone
is not sufficient.
DSB-89: Design Standard for Bracing.
BCSL Building Component Safety Information, M!Tek 20. Design assumes manufacture in accordance with
Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria.
Installing & Bracing of Metal Plate
Connected Wood Trusses. MITek Engineering Reference Sheet: Mll-7473 rev. 02/26/2013