HomeMy WebLinkAbout1006 Pine Ave 14-344 NSFHi v*rj
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Application No: -3Li
EC
OV182013 '
v ..3 CITY OF SANFORD
BUILDING & FIRE PREVENTION
ERMIT APPLICATION
Documented Construction Value: $
Job Address: 1 OOLc '-P w¢. 4W-- Historic District: Yes No R
Parcel ID: 2.5-19 3o 5'4(o I Z off 0030 Zoning:
Description of Work: COh kruod Wei 5 Nf,l{ man.<!Y i o•1e
Plan Review Contact Person: 4o i Z Ltw14:, Title: RLeSs41111 `
Phone: 9&1- 34r-9711< Fax: 94v1- 32t1- Ick / E-mail: CCS 1"1e01e.OT. COOK
401- 5'rr0 - 99CM Property Owner Information
Name eo t r e -c t c K2 Phone: 4v'1- lip- 3S -q5 -
Street: 1 Oble ';wQ At, .0- Resident of property?: y-eJ
City, State Zip: S.,4 4 4:( 32772.-Z7o7
Contractor Information
Name LnAow z^r- Phone: X401- 3Z r- 97 Co
Street: 11.0. 3 o x 2_7 c>? Fax: yCE- -32L4- i ctV
City, State Zip: 5&H4,- 32772- Zlo-7 State License No.: CA C_ 05'7 f45-7
ArchitectfEngineer Information
Name: Ltww
Street: P.O. ac)X I y t'Oyy
Phone: 141n - ZZ 1— M(e
Fax:
City, St, Zip: O rA vv &O ( 3 2 k0!( E-mail: 5eA Cf ("r C.aK
Bonding Company: Ay -Lo oww ,%& Zua 2.'o Mortgage Lender: N
Address: W0 I IA vt Q c4 rs ' Ei(u j Address:
Lcws,^-, M r y?502
PERMIT INFORMATION
Building Permit%g / 9 , Sf `
Square Foot V441 O Construction Type: 5(3 No. of Stories:
No. of Dwelling Units: Flood Zone:
Electrical 13
New Service - No. of AMPS: 125-
Mechanical IA (Duct layout required for new systems)
5
Plumbing M
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm O No. of beads:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no
work or installation has commenced prior to the issuance of a permit and that all work will be performed to
meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and
air conditioners, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
property that may be found in the public records of this county, and there may be additional permits required
from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Signature of owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is I—N Personally Known to Me or
Produced ID Type of ID
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Rev 11.08
rli8/3
Signature of Contractor/Agent Date
Print Contractor/Agent's Name
Signature Notary -State of Florida Da
I I
XPersonally
JEAN ANDREWS
MMISSION N
LM; oaoba 24, 2014
t+ua7 Dw-0
aContractor/Agent is Known to Me or
Produced ID Type of ID
UTILITIES: WASTE WATER:
FIRE: BUILDING: !r- %?Z —!?
Blanton, Deborah
From: Forte, Jami <JForte@semi nolecountyfl.gov>
Sent: Friday, November 15, 2013 3:12 PM
To: Blanton, Deborah; Scott, Annette; Johnson, JoAnn
Cc: 'david@lintonent.com'
Subject: 1006 Pine Ave. & 1318 Shepherd Ave.
Attachments: image001.png
Good afternoon,
This is to advise that there will not be any new Seminole County impact fees for the rebuild of demolished
single family residences located at
1006 Pine Ave. Sanford FL. & 1318 Shepherd Ave. Sanford FL.. Please let me know if you have any questions.
Thank you & have a wonderful day,
Jami Forte
Planning Coordinator for Impact Fee's & Impact Anlysis (Concurrency)
Seminole County Development Services Dept., Business Office/Building Division
1101 East 1st Street, Room 1020
Sanford, Florida 32771
phone 407-665-7356
ifortea,seminolecountyfl.Qov
I S
KaptCi T Ao,
s
Where Customer Service is our top priority.
www.seminolecountyfl.gov/gm/suniy.asp
Florida has a very broad Public Records Law. Virtually all written communications to or from State and Local Officials
and employees are public records available to the public and media upon request. Seminole County policy does not
differentiate between personal and business emails. E-mail sent on the County system will be considered public and will
only be withheld from disclosure if deemed confidential pursuant to State Law.*"`
ry 18
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 13-3,44 Documented Construction Value: $ 10 1 O 3 F. 00
JFb Address: _Ioo(.o 'Pt\%1 , 4u -e.
Parcel ID: 2519 30 5'A Co 1Z0 0030
Historic District: Yes No ®.
Zoning:
Description of Work: Coh5.-1-ro cid W ew S t v%5 f -rc.& t 1 `t go m2
Plan Review Contact Person: 1AAt, i 2 LLwA.&IJ Title:i 3 Lwr`
Phone: 4tr1- 3Zft-97,Kr Fax: yv1- 32k- 7941/ E-mail: Caf#,,.. ZZ a.)e-OT . Cvw.
401- 5"r,0 - 49-:: i Property Owner Information
Name Cc cre-t t. to KP. Phone: y V1 - I10 - 35_c'5 -
Street: 1 Obtp ' CwQ fu -Q. Resident of property?
City, State Zip: 30772. - Z 70 7
Contractor Information
Name L%y%A ov) F,v p,«.a s zli c- Phone: y01- 3 ZS --
Street: T.O. Box 2--le-7 Fax: L/Cr l - 32. Ll - ^i cl !l
City, State Zip: 5&144.- X2772- 27v'7 State License No.: CAC_ 057 415-7
Architect/Engineer Information
Name: Lt ovw ?_C5 t W "r, 11 Phone: 401 - 201— yFi Q
Street: 1P.0. 90X I t4 d0 Z'-( Fax:
City, St, Zip: DrCIKA&0 '94 3z So E-mail: 5,STi-cY . 4119-er (V 5 mr,11. Gds
Bonding Company: _A4_)1.o coww Zua C'v Mortgage Lender: u h
Address: WO I 0_rua ca 0 ,'t J-3. 1u j Address:
Lcws,eA5 M r 14Sr5o
PERMIT INFORMATION
Building Permit 50
Square Footage: 1 I'll Construction Type: Sia No. of Stories:
No. of Dwelling Units: ( Flood Zone:
Electrical 59
New Service - No. of AMPS: 1ZS-
Plumbing Ek
New Construction - No. of Fixtures:
Mechanical P (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.
i
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 1 will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Rev 11.08
Z-Zf_ !tAY113
Signature of Contractor/Agent Date
Print Contractor/Agent's Name
In I J r,3SignatureNotary -State of Flonda Dat
F.IEAT+ETTE ANDREWS
twv cotuMussto>r a res
E'XpU FS: Ociaba 24.2014
ST 11 Nourf DW.—.O AMoa 0'
Contractor/Agent is Personally Known to Me or
Produced 1 D Type of I D
UTI LITI % /g/ WASTE WATER:
FIRE: BUILDING:
Nov 1 S 2013,
CITY OF SANFORD
r
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: `3 r
l Documented Construction Value: $ 10 1 O 3 S• 00
f• Job Address: 1 OOLo we AA> -P- Historic District: Yes No ®.
Parcel ID: 25-19 5C> 6-4(p l Z oY 0030 Zoning:
Description of Work: COh,A-rc> cd ojew S i o$ U 4 a& I !, go*u
Plan Review Contact Person: _fit, i. Z LtvA4>,J Title: s Lw/`
Phone: 961- 34r -97K. Fax: Mzn- 3214- 795// E-mail: C4r,,,-4 CcZ I ty400.)e-OT. Con.%
qal - 5-r,0 _ q99 j Property Owner Information
Name ec.,crt-< 'Bjckg, Phone: '40- 110- 35_'cf5_
Street: 10012 ' C\oo AU -Q. Resident of property?
City, State Zip: _,u,-o c -( 3077L-27-07
Contractor Information
Name Lk v%A.o Xl n c Phone: L401- 3 ZS--
Street: T. O. 3 o x ->--7 e 7 Fax: LkT l - 32 td - i'1 (l
City, State Zip: 5cLt4,ro• 4 P 32772- 27o-7 State License No.: C 6 C 05-7 N5-7
Architect/Engineer Information
Name: Lew ?-!ntW"r;,j Phone: qtn - 2Z1- 80(f
Street: P.0.9cDK I t,l oo z Y Fax:
City, St, Zip: d rl vv% Lb v -( 3 2 So c( E-mail: 5•e*T TcY . 4 6i-er
Bonding Company: 14u1.o a woo nz JjA5 L'o Mortgage Lender: N [-6
Address: Cel O 1 Avua cap
ltwSsm Mf 14 So`
Address:
PERMIT INFORMATION
Building Permit 60
Square Footage: 11"11 Construction Type: 5l3 No. of Stories:
No. of Dwelling Units: ( Flood Zone:
Electrical 59
New Service - No. of AMPS: I ZS -
Mechanical 0 (Duct layout required for new systems)
Plumbing >k
New Construction - No. of Fixtures: 9K
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 1 will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced 1D Type of ID
Ithell.3
Signature of Contractor/Agent Date
Aver Lihw
Print Contractor/Agent's Name
VMASignatureNotary -State of Florida Da
pPersonally
TE ANDREWSSStow a resoaoba24.2014
f OirW W AMM
Contractor/Agent isnown to Me or
Produced 1D Type of ID
APPROVALS: ZONING: al/P13 UTILITIES: WASTE WATER:
ENGINEERINQ' 11-0-13 FIRE: BUILDING:
COMMENTS:
CoA , P
Rev 11.08
CootirnAbe by volt
0 ' ICity of Sanford
Planning and Development ServicesPM,e-77-4 Engineering — Floodplain Management
Flood Zone Determination Request Form
Name: J,W,S r, Firm:
Address: 1- c' .So -y- 270 1
City: S , .lyt State: IZip Code: 3ZTZ7-
Phone:
74al.
3Ze? Fax: Email:
Property Address: 1006
Property Owner:
Parcel identification Number: 25 I q 30 .5*4 C 1 LU S o o 3 o
Phone Number: y/0 - 710-1,515 Email:
The reason for the flood plain determination is:
New structure Existing Structure (pre -2007 FIRM adoption)
Expansion/Addition Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076)
OFFICIAL USE ONLY
Flood Zone:_ Base Flood Elevation: - Datum:
FIRM Panel Number: 0o yor lei Ty Cf /S Map Date: ! 4A.0Q7
The referenced Flood Insurance Rate Map indicates the following:
The parcel is in the: floodplain floodway
A portion of the parcel is in the: floodplain floodway
he parcel is not in the: oodplain floodway Zorze X
The structure is in the: floodplain floodway
The structure is not in the: D -floodplain floodway
If the subject property is determined to be flood zone W, the best available information used to
determine the base flood elevation is:
Reviewed by: LJ . sa Date: B
TAEngr-Files\Elevation Certificate\Flood Zone Determination Request Form.doc
THIS INSTRUMENT PREPARED BY:
Name: David Linton
Address: P.O. Box 2707
Sanford, Fl. 32772
NOTICE OF COMMENCEMENT
u
Permit Number: 1 -1 3 1 1
Parcel ID Number: 25-19-30-5AG-1206-0030
MARYANNE MORSE, SEMINOLE COUNTY
CLERK OF CIRCUIT COURT 6 COMPTROLLER
BK 08150 Pg 13831 Q pg )
CLERK'S #I 2013136644
RECORDED 10/24/2013 01:31:10 PM
RECORDING FEES 10.00
RECORDED BY H DeVore
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencement.
1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
1006 Pine Ave. Leg Lot 3+1/2 of alley adi. on North bIK 12 TR B Town of Sanford PB1 PG 56
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Demo existing home and build new single family residence
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: Carie Blake 1006 Pine Ave. Sanford FI. 32771
Interest in property: Fee Simple
Fee Simple Title Holder (if other than owner listed above) Name:
Address:
4. CONTRACTOR: Name: Linton Enterprises Inc Phone Number. 407-328-9786
Address: P.O. Box 2707 Sanford, FI. 32772-2707
S. SURETY (if applicable, a copy of the payment bond is attached): Name: Auto Owners Insurance Company
Address: 6101 Anacapri Blvd. Lansing MI. 48909 Amount of Bond: 104,234.00
6. LENDER: Name: Phone Number.
Address:
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section
713.13H lia17.. Florida Statutes.
tke-
8. In addition, Owner designates of
Number. Y1 3 %b -/-
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number.
9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and
relief. /'
VpwYI L Q 'e l a k V
Signature of Owner or Lessee, or owner's or Lessee's (Print Name and Provide Signatory's TidefOtnoe)
Authorized 011fcerarectormartnerimanager)
State of ' •o/A County of
The foreg Ing Instrument was acknowledged before me this day of 120
by A/p Who Is personally known to me OR
Name of person making statement
who has produced identification 0 type of identification produced:
MY COMMISSION i FF 032404
EXPIRES: August t, 2017
Bondod TMu AVIm Public Undenrrbrs
OCT 2 4 2013
2ERTiF1EDCOPY YANNEMO 3,.
CLERK OF THE RCUI COURT AND T: CO TROLLE
SEMI OULORIDA r4*0 • •••
Y DEPUTY CLERIC
1•
CONTRACTOR SERVICES AGRSmIZNT
HOME PROGRAM RESIDENTIAL RECONSTRUCTION
1006 PINE AVFj4M SANFORD, FLORIDA 32-M
CC-846&LVANM
THIS AGR13KPAWff is made and entered into dds 301%
day of AkisfPwWr
20 , by and between UNTON ENTERPMUS, INC., duly auftrized to OmWud business
in the State of Florida, whose m8ft aftm is P.O. Boot 2707, &-fit+d, Florida 3713, hninatbw
16"d io as "CONTRACTOR", and SEMINOLE COUNTY, a Political sabdivi m of dee State
of Florida, whose addrew is Semniole County Services Buildmg, l im East First Street, Sanford,
Fladda 32771, bachisfiv rehnW to aS "COUNTY-.
WITNESSETH:
WHEREAS, COUNTY dahm to redox the p mfeuiwd reddeftal R000msttuctioaa
services of a oomp*t and gwMc d oanfacln to provide for an id=bW HOME funded
reddamialgww,netrudiail prged bei2efitting an inoomequ Hfw household in Seminole Coemty;
and
WHEREAS, COUNTY has allocamed fonds fraem its =vedy aysilabie HOME Program
fimdm allocation from the United States Department of Haug and Urban D"clopm o
HUD's far =%gofi= of die Prnjecd ha im dcsenbod; and
WHEREAS, COLI TY has requested and reocived aomp"ve p mposals Ser the rewbon
ofresidenU R-, c a asfrocdion se moss fmm goeli£ed oontra;wm and
WEZREAS, CONTRACTOR has been deemed onrmpebeat and goalifwd to firai&
CDUUvftr services to COUNTY and desires to p vide profisdonal services aowgftg to the tens
and oomditiaess stated herein,
BOM Prom RaMse sl Rwaosbudkw
1006 Pbw Avuuw6 Sett, Flaada 32711
CC 4MO-13/AMMD
Pane l of 21
CERTIFIED COPY
MA NNE MORSE
C LECU COURT
NT LORIDA
BC K
t
Or
hrseunder and shall be aompleted within the time specified & eia. It is agra:d that in the event the
Reco vdion Project aseigDaneat is not completed wig& the spedfied time feamq
CONTRACTOR SW pay COUNTY, ss lignid cd damages and mat as a pawty, TWO
HUNDRED FIFTY AND N0/100 DOLLARS (5M OO) tw eaah day of delay beyond the
MWnaUy scheduled ampletion date;
sect[= 7. Campeusatlo. COUNTY agmu to comopeasft CONIRAC]rOR fir the
F'w fi siana1
services aaUed for miler this Agreement a Fined Fee in the MOInt of ONE
UN R_FD FOUR THOUSAND TWO HUNDRED THIRTY -FNB AND NO/100 DOLLARS
S+l1MOT7N!'RACTOR shall pafv all wmk mquhW by the Scope of 3aviaes, but in
no event shall CONTRACTOR be paid mora that tare ngoddad Fixed Fee amoamt dated above
CONTRACTOR aball be comnpmaded based on prices lided an the Bid Faun attached as &bibit
B. Payment shall be made saw mvww and gvcovel by COUNTY witbm Baty (30) dup ofrcoagt
of a proper invoice and saffaieat suppartigg docomente - f m CONTRACTOR, subject in all
respects to the Provisions of Sections 8 and 9 of this ASmma mL
Sedim S. Refatnage, All authored Ptojed =vim shall be sovaned by the raWnge
provisions hee=& If COUNTY ddem &m that wadc m substantially oomnplete and the am, t
retained is aouddee+ed to be in mes% COUNTY may, at its sole and absobac cm, release dje
retainage or any Peron thereof. In order to www timely, fall and story Pm* manse under
this AgreemeK COUNTY shall withhold a retainage from CONTRACTOR'S pedodic requests
for payment sounding to the following sa row,:
a) Until fifty gement (50%) of vampletion of the Project; as doamneated by
CONtRACTOWs submission of monthly reports, in commp mson to the bmft le
HONM Piog:am Rmidemtial RamuMoodon
1006 Pm Ammo, S8064 Florida 32771
CC4460-13/AhM
Page 7 0f27
V
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cam Seal)
For the use and reliance
Cooaty O
aff"Oncy,l
comAyAA y vvv /
SiKll3
LDdTO BS, C.
DAVID UNTOK President
RAY HO
Cotes
Deter ZSW113,
FLORIDA
and
As audwdzed A)r ex mdm by the Board ofSeminde
ofcouoty Co milmi omnis at its 43
20 13 , regular mourn&
MW
P.MJ= tASd SMOMY mh 13MSMAm
Attachmeni s:
Exhibit A — Scope of Seavioes
Exhibit B — Bid Fa®
Exhibit C — Trench Safety Act
Exhibit D—Amwicans with Dimbnidw Act A$tdavit
Exhibit E —New Consiructiouffimanshwdon and Housing Rehabrfitation Speoificatiou
Exhibit F — Housing Quality, Site, and Nedghboahood Standards
Exhibit O — EPA's Lead Based Paint Renovation, Repair and Painting Program
ROWS Program Ra idoo d Ra mMoedm
1006 PimAvmnk Sao64I•lmida 32771
CC-8460.13/AT04)
Page 27 of27
ACORU® CERTIFICATE OF LIABILITY INSURANCE 10/16/2013
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsemen a .
PRODUCER
SIHLE INSURANCE GROUP, INC.
P. O. BOX 160398
LTAMONTE SPRINGS FL 32716
NAME: Certificate Department
WE-
860,5490n c No302-3 580
E MIULADDREss•
04GLOOD884298
INSURER(S) AFFORDING COVERAGE NAIC 0
INSURERA:Mid Continent Casualty Co
EACH OCCURRENCE $1000.000
INSURED LINTO-1 INSURER -Westfield Insurance Groi in
INSURERc: Linton Enterprises Inc
J David Linton
PO BOX 2707
INSURER D:
PRODUCTS - COMPIOP AGG $2,000,000
Sanford FL 32772 INSURER E:
INSURER F •
COVERAGES CERTIFICATE NUMBER: 529949184 REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
LTR TYPE OF INSURANCE
ADM
1
SUBR POLICY NUMBER EFF POLICY EXP
LIMITS
A GENERAL UA8IUTY
X COMMERCIAL GENERAL LIABILITY
CLAIMS -MADE E:] OCCUR
04GLOOD884298 1/2013 1/2014 EACH OCCURRENCE $1000.000
PREMISESEa S100,000
MED EXP Any one n) $exduded
PERSONAL & ADV INJURY t1 000 000
GENERAL AGGREGATE 32,000,000
GEWL AGGREGATE LIMIT APPLIES PER:
IX7 POLICY I PRO LOC
PRODUCTS - COMPIOP AGG $2,000,000
5
B AUTOMOBILE LU 0ILITYCWPOS09874
ANY AUTO
ALL OWNED SCHEDULED
AUTOS AUTOSPROPERTY
HIRED AUTOS X AUTOS
Ix
1812013 Y1612014 Es aoddem $1,000,000
BODILY INJURY (Per person) $
BODILY INJURY (Per accident) $
Derd,AMAGENON-0WNED
Perms $
C UMBRELLA UAB
EXCESS UAB
HOCCUR
CLAIMS -MADE
WCV013160001 1011612013 0/1812014 EACH OCCURRENCE 5500,000
AGGREGATE $500,000
DED I I RETENTION $ 500,000
C WORKERS COMPENSATION
AND EMPLOYERS' UABIUTY Y / N
ANY PROPRIETOR/PARTNER/EXECUIWE
OFFICER/MEMBER EXCLUDED? NaMandatoryInNN)
If yyea describe under
DESCRIPTION OF OPERATIONS below
N / A
ACV013160001 1011612013 1011&2014 WC STATIJ X OTH- FIR
E.L. EACH ACCIDENT $500,000
E.L. DISEASE - EA EMPLOYE i500 000
E.L. DISEASE - POLICY LIMB I 5500 000
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Addltlonal Rernaft Schedule, 0 mom apace Is ra Wned)
Lal zl:t112191 11 R
City of Sanford
300 N. Park Avenue
Sanford FL 32771
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
AVTHORIZ D
1988-2010 ACORD CORPORATION. All rights reserved.
ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395
1940 NORTH MONROE STREET
TALLAHASSEE FL 32399-0783
LINTON, JOHN DAVID
LINTON ENTERPRISES INC
417 TANGELO DRIVE
SANFORD FL 32771
Congratulations! With this license you become one of the nearly one million
Floridians licensed by the Department of Business and Professional Regulation.
Our professionals and businesses range from architects to yacht brokers, from
boxers to barbeque restaurants, and they keep Florida's economy strong.
Every day we work to improve the way we do business in order to serve you bette
For information about our services, please log onto www.myfloridallconse.com.
There you can find more information about our divisions and the regulations that
impact you, subscribe to department newsletters and leam more about the
Department's initiatives.
Our mission at the Department is: License Efficiently, Regulate Fairy. We
constantly strive to serve you better so that you can serve your customers.
Thank you for doing business in Florida, and congratulations on your new license!
DETACH HERE
STATE OF FLORIOA AC# t-6 413 2.9-9
DEPARTMENT OF'80SINBSS'AND,
PROFBSSIO nALL GULATION ;
CBC057457.'g?'*" Or7/0/fiZ 1'2000'7490fw
L
CBRTIFI33D:;BUftD,ING CONTRACTOR
LINTON; JOHId D
LINTON BNTRP,BI.9B9 IIS
IS. -CERTIFIED ander. ebe provisions of Ce.469 Vs.
azvirae = dace: AUG 31,'.2014. Lli07O300846
A(;# 61$ 2 9.9 7 . STATE OF FLORIDA
DEPARTMENT.OF BUSINESS•AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY •LICENSING. HOARD SEWL12070300e46
1-07/03/2,012 12000749'0CBC057457/vil"
The BUILDING CONTRACTOR
Named below IS CERTIFIED
Under the provisions of -Chapter 48`9'F3 -
Expiration date: AUG 31, 2014'
LINTON, JOHN. DAVID"
LINTON ENTERPRISES INC '
417 TANGELO' DRIVE-
SANFORD FL 32771" 1>'
RICK SCOTT KEN LAWSON
GOVERNOR" SECRETARY
DISPLAY AS REQUIRED BYLAW
A.
SCPA Parcel View: 25-19-30-5AG-120B-0030
p.,AO Jol cur^ Property Record Card
PKI T Parcel: 25 -19 -30 -SAG -1208-0030
ApS Owner: BLAKE CARIE
aQJ1ANOLBiOok"TVIPLCI'DA Property Address: 1006 PINE AVE SANFORD, FL 32771
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Parcel: 25.19.30 -SAG -1206.0030 Value Summary
Property Address: 1006 PINE AVE
Owner. BLAKE CARIE
Mailing: 1006 PINE AVE
SANFORD, FL32771.2672
Subdivision Name: SANFORD TOWN OF
Tax District: S1-SANFORD
Exemptions: 00 -HOMESTEAD (1994)
DOR Use Code: 01 -SINGLE FAMILY
r Im
Z
m
a 4
Map I Aerial Both Footprint + Extents I Center
Larger Map I Advanced Map Dual Map View - External
Tax Amount without SOH: $0
2013 Tax Bill Amount $0
Tax Estimator
Save Our Homes Savings: $0
Does NOT INCLUDE Non Ad Valorem
Assessments
Legal Description
LEG LOT 3 + S 1/2 OF ALLEY ADJ ON N BLK 12 TR B TOWN OF SANFORD PB 1 PG 56
Tax Details
Taxing Authority
2014 Working 2013 Certified
Taxable Value
Values Values
Valuation
Cost/Market Cost/Market
Method
20,884 0
Number o
1 1
Buildings
SJWM(Saint Johns Water Management) 520,884
Depreciated
515,606 14,544
Bldg Value
20,8841 SO
Depreciated
AVG
EXFT Value
Description Area
Land Value
9,277 19,277
Market)
Land Value Ag
lust/Market
24,883 523,821
VI
Portability AdJ
Save Our Homes
3,999 3,286
Adj
Amendment 1
Adj
Assessed Value 20,884 120,535
Tax Amount without SOH: $0
2013 Tax Bill Amount $0
Tax Estimator
Save Our Homes Savings: $0
Does NOT INCLUDE Non Ad Valorem
Assessments
Legal Description
LEG LOT 3 + S 1/2 OF ALLEY ADJ ON N BLK 12 TR B TOWN OF SANFORD PB 1 PG 56
Tax Details
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 20,884 20,884 so
Schools 20,884 20,884 0
City Sanford 20,884 520,884 SO
SJWM(Saint Johns Water Management) 520,884 20,884 SO
County Rondsl 20,8841 20,8841 SO
Sales
Deed I Date I Book I Page I Amount I Vac/Imp I Qualified
QUIT CLAIM DEED 01/19761 010761 ID59J S1001 Improvedl No
Land
Method Frontage Depth I Units Unit Price Land Value
FRONT FOOT &,DEPTHj 571 124 .0001 175.001 59,277
Building Information
8 Description
Year Built
ctAual/Effective
Fixtures Base
Area
Total
SF
Living
SF
Ext Wall Adj
Value
Repl
Value
Appendagesg
1 SINGLE 1920 3 720.00 828.00 720.00 SIDING S15,606 S39,015
FAMILY AVG
Description Area
108
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http://www.scpafl.org/ParceiDetails.aspx?PID=25-19-30-5AG-120B-0030 11/17/2013
Description
ENCLOSED
PORCH
UNFINISHED
Area
Permits
Permit # Type Agency Amount CO Date Permit Oate
Extra Features
Description Year Bit Units value Cost
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Construction type
j Plans to minimum 1/8" scale
Designer information: name, address, registration #, seal and signature on all pages
Page size minimum 22" x 34"
All pages numbered and labeled
Wind design data required on drawings per FBC 1603.1.4 to meet 139 mph ultimate design wind speed
for risk category 11 buildings (residential)
Ultimate design wind speed (Vult)
Nominal design wind speed (Vasd)
Risk category
Exposure category
Enclosure classification
Internal pressure coefficient
Component and cladding design wind pressures in terms of psf
Structural Calculations, if necessary
FLOOR PLAN
5( Building area tabulation
R Room size
o Corridors
O Stair location/guardrails
O Safety glass locations
fQ Egress door and emergency escape windows sizes and location
O Stairs construction requirements
O Special column/post anchorage
j1 Interior load bearing wall locations
J Shear walls
D Identify options to be used
FOUNDATION / SLAB
CQ Filled cells with reinforcement locations
Footer denotation/details
y Footers minimum 12" below grade
Ja Interior bearing walls/pads
Porch pads/footers
Brick ledge detail
j2q Slab thickness/steel/fiber mesh
X Vapor barrier/termite treatment type
fil Reinforcing steel over lap
A Relieving arch steel at pipe penetrations
All wood minimum 6" above grade
E Crawl space ventilation
Termite shields
ELECTRICAL
Service riser diagram
Electrical load calculations
Revised: November 2013 Page 2 of 5 Residential Permit Application Checklist
Down cells
Lintel schedule
Attic access
Accessibility restroom (door) location
D Fire resistant assemblies
FOUNDATION / SLAB
CQ Filled cells with reinforcement locations
Footer denotation/details
y Footers minimum 12" below grade
Ja Interior bearing walls/pads
Porch pads/footers
Brick ledge detail
j2q Slab thickness/steel/fiber mesh
X Vapor barrier/termite treatment type
fil Reinforcing steel over lap
A Relieving arch steel at pipe penetrations
All wood minimum 6" above grade
E Crawl space ventilation
Termite shields
ELECTRICAL
Service riser diagram
Electrical load calculations
Revised: November 2013 Page 2 of 5 Residential Permit Application Checklist
amu' City of Sanford
Residential Permit Application Guidelines
R.' "'` All permit application packages must be complete prior to acceptance. You must check
each box 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.
D Completed and signed Right -of -Way Utilization Type I Permit Application.
0, Copy of the contractor's license issued by the State of Florida (if contractor is applicant).
O 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.
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).
D Completed and signed Owner Builder Statement / Affidavit (if owner is applicant).
D Approval letter from sanitary sewer provider (if other than the City of Sanford).
O Copy of the onsite sewage disposal system construction permit issued by Seminole County Health
Department (if applicable).
Seminole County Impact Fee Statement (multi -family only).
9 Five) sets signed and sealed building construction plans.
19 Two (2) signed and sealed site / plot plans.
Two (2) sets signed and sealed floor and roof truss engineering.
VC Two (2) copies of completed and signed Statewide Product Approval Specification Form.
CL 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.
P 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
0a Lot number
g Address / Legal Description
L Setback lines from principle structure and any accessory structures to property boundary (minimum of
eight; two on each side)
C6 Primary building setback lines/envelope
A/C unit locations with setback from property line
Survey type
J4 Existing easements: drainage, utility, etc.
9 Building separations, if applicable
O Location of septic systems
91 Flood zone reflecting current FEMA map revision date
Lot grading type (A,B,C, etc.)
Elevations showing crown of the adjacent street or right-of-way upon which the structure fronts (for
type A and B lots)
Lot corner elevations and break point elevations
i(1 Drainage swales (if applicable) with profile view
Proposed finished floor elevation
BUILDING PLAN
JAI Construction documents shall indicate code edition being applied
Revised: November 2013 Page / of 5 Residential Permil Application Checklist
Bonding/Grounding to foundation steel
g Service location
ia Panel locations
lQ Receptacle lay out
pg.. GFCI protection
GE AFCI protection
M Tamper resistant outlets
k4 Ceiling fans
18 Outdoor receptacles
25 Disconnecting means
JKI Switches/lights
N Smoke/CO alarm locations hard wired, interconnected and battery backup
ELEVATION (front, rear and side views)
g
Attic ventilation
RI Roof pitch
9 Roofing material
FUEL GAS
Exterior finish/stucco thickness
Height/bearing elevations
J& Window and door opening locations
lel Chimney location/height
MECHANICAL
Equipment location
Anchorage for condenser
Protection in garage locations
Clearances at equipment
Structural detail for air handler in attic
Room ventilation
Duct layout (usually in energy calculations)
R -value of ducts
CFM's
Balanced return/ducted, transfer ducts or grilles
Exhaust
Bath exhausts size and termination
Dryer exhaust discharge/make up air
f Energy calculations with equipment sizing calculations
O Skylights
PLUMBING
g Plumbing waste riser diagram
IQ Water heater location
V Fixture location
FUEL GAS
BTUs each outlet and total BTUs
O Pipe typean otal length
D LP regulat and model type
O bust' n air vents
O Locat)kfi of equipment
O Ve R6ng
O as Type
Revised: November 2013 Page 3 of 5 Residential Permit Application Checklist
D Gas Pressure
O Gas piping riser
ROOF TRUSS LAY OUT
Truss I. D. #s
Layout
Signed/Sealed truss engineering package
O Strapping/fasteners
DETAIL SHEETS OR NOTES
O Footings
O Beam to wall and/or post attachments
O Post/column and beam construction
O Interior bearing walls
O Stairs section
O Chimney construction
O Dormer construction
O Floor framing
D Entry construction
O Arched windows
O Bay windows
O Frame to block connections
0 Knee wall construction
O Sky light framing
D Top plate splicing requirements
O Steel requirements (footer, lintel, vertical pour)
Grade
Over lap
O Veneer
O Shear wall locations and construction
Connectors
Fasteners
D Roof sheathing & diaphragms
Fasteners
Blocking
O Wall and gable sheathing fastening
Gable end, frame and block, vaulted and flat
O Conventionally framed roof members
O Glass block
O Bearing opening strapping/anchorage
O Bearing/non-bearing wall detail
O Typical wall section detail, one and two story, block and frame, for all scenarios
Connectors
Anchorage bolts
Materials and assembly
O Garage and swing door buck fastening
D Ceiling diaphragms
Blocking
D Any conventional framing
MANUFACTURER'S PRODUCT INSTALLATION INSTRUCTIONS
O Roofing installation instructions & compliance with ASTM standards
Revised: November 2013 Page 4 of Residential Permit Application Checklist
Window and mullion installation instructions
I Garage door, sliding glass door and swing door installation instructions
Siding installation instructions
Soffit installation instructions
Glass block installation instructions
O Engineered lumber products installation instructions
PRODUCT APPROVAL
O Completed Product Approval specification sheet
FS 553.842, FAC 61G20-3
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
G PERMIT ## 3-
s+_ ,:.. • ;.
FORM 405 10 R Yy NOV182013
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Blake House Builder Name:
Street: 106 Pine St Permit Office: -r4,, %v4 0 (
City, State, Zip: Sanford, FL, 32771- Permit Number.
Owner. Carie Blake Jurisdiction:
to i/,r00DesignLocation: FL, Odando
1. New construction or existing New (From Plans) 9. Wall Types (1352.0 sqft.) Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Int Insul, Exterior R=5.0 1352.00 fe
b. N/A R= ft'
3. Number of units, if multiple family 1 c. N/A R= W
4. Number of Bedrooms 3 d. N/A R= ft'
5. Is this a worst case? No 10. Ceiling Types (1171.0 sgft.) Insulation Area
a. Under Attic (Vented) R=30.0 1171.00 It'
6. Conditioned floor area above grade (ft') 1171 b. N/A R= ft'
Conditioned floor area below grade (ft) 0
c. N/A R= ft'
11. Ducts R fN
7. Windows(146.6 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Garage 6 287.4
a. U -Factor. Dbl, U=0.52 75.44 ft'
SHGC: SHGC=0.33
b. U -Factor: Dbl, U=0.57 71.11 ft' 12. Cooling systems kBtu/hr Efficiency
SHGC: SHGC=0.32 a. Central Unit 24.0 SEER:15.00
c. U -Factor: N/A ft
SHGC: 13. Heating systems kBtulhr Efficiency
d. U -Factor: N/A ft' a. Electric Heat Pump 19.0 HSPF:8.30
SHGC:
Area Weighted Average Overhang Depth: 0.167 ft.
Area Weighted Average SHGC: 0.325 14. Hot water systems
a. Electric Cap: 40 gallons8. Floor Types (1171.0 sqft.) Insulation Area EF: 0.920
a. Slab -On -Grade Edge Insulation R=0.0 1171.00 ft' b. Conservation features
b. N/A R= fe None
c. N/A R= fN 15. Credits Pstat
Glass/Floor Area: 0.125
Total Proposed Modified Loads: 26.51 PASSTotalStandardReferenceLoads: 33.88
1 hereby certify that the plans and specifications covered by Review of the plans and j'iNE STq p
this calculation are in compliance with the Florida Energy specifications covered by this
Code. calculation indicates compliance
with the Florida Energy Code. rur, •
PREPARED BY: _ _ Before construction is completed I.
DATE: /f 4J l°J this building will be inspected for a T _ v
a
compliance with Section 553.908 e
I hereby certify that this buil ' g, as esigned, is in compliance Florida Statutes.
with the Florida Energy Code. COp WE
OWNER/AGENT BUILDING OFFICIAL:
DATE: - DATE:
Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist
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PROJECT
Title:
Building Type:
Owner.
of Units:
Builder Name:
Permit Office:
Jurisdiction:
Family Type:
New/Existing:
Comment:
Blake House
User
Carie Blake
1
Single-family
New (From Plans)
Bedrooms: 3
Conditioned Area: 1171
Total Stories: 1
Worst Case: No
Rotate Angle: 0
Cross Ventilation:
Whole House Fan:
Address Type:
Lot #
Block/SubDivision:
PlatBook:
Street:
County:
City, State, Zip:
Street Address
106 Pine St
Seminole
Sanford ,
FL, 32771-
CLIMATE
V Design Location
IECC Design Temp
TMY Site Zone 97.5% 2.5%
Int Design Temp Heating Design Daily Temp
Winter Summer Degree Days Moisture Range
FL, Odando FL_ORLANDO_INTL_AR 2 41 91 70 75 526 44 Medium
BLOCKS
Number Name Area Volume
1 Blockl 1171 9368
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 Main 1171 9368 Yes 4 3 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter R -Value Area Tile Wood Carpet
1 Slab -On -Grade Edge Insulatio Main 160 ft 0 1171 ft' 0 0 1
ROOF
Type
Roof Gable Roof
Materials Area Area Color
Solar
Absor.
SA Emitt
Tested
Emitt Deck Pitch
Tested Insul. (deg)
1 Gable or shed Composition shingles 12341N 194 W Medium 0.96 No 0.9 No 0 18.4
ATTIC
Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1171 ftN N
CEILING
Ceiling Type Space R -Value Area Framing Frac Truss Type
1 Under Attic (Vented) Main 30 1171 ft' 0.11 Wood
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WALLS
Adjacent
Spate Cavity Width Height Sheathing Framing Solar Below
0 Omt-To Wall Type WValue-Et-In-Et-In Area R_Value_Fraction-Absor-Grade%
1 W Exterior Concrete Block - Int Insul Main 5 28 0 8 224.01P 0.125 0 0.45 0
2 N Exterior Concrete Block - Int Insul Main 5 52 0 8 416.0 ft2 0.125 0 0.45 0
3 E Exterior Concrete Block - Int Insul Main 5 11 4 8 90.7 IP 0.125 0 0.45 0
4 S Exterior Concrete Block - Int Insul Main 5 6 6 8 52.0 fF 0.125 0 0.45 0
5 E Exterior Concrete Block - Int Insul Main 5 5 0 8 40.0 ft' 0.125 0 0.45 0
6 N Exterior Concrete Block - Int Insul Main 5 5 0 8 40.0 ft' 0.125 0 0.45 0
7 E Exterior Concrete Block - Int Insul Main 5 11 8 8 93.3 ft' 0.125 0 0.45 0
8 S Exterior Concrete Block - Int Insul Main 5 49.5 0 8 396.0 ft' 0.125 0 0.45 0
DOORS
Omt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 E Insulated Main None 46 3 6 8 20 ft°
2 S Insulated Main None 46 3 6 8 20 ft°
WINDOWS
Orientation shown is the entered, Proposed orientation.
J Wall Overhang
Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening
1 N 2 Vinyl Low-E Double Yes 0.52 0.33 30.0 ft' 0 ft 2 in 0 It 0 in Drapes/blinds None
2 E 7 Vinyl Low-E Double Yes 0.52 0.33 22.5 ft= 0 It 2 in 0 It 0 in Drapes/blinds None
3 S 8 Metal Double (Clear) Yes 0.57 0.32 71.1 ft' 0 ft 2 in 0 ft 0 in Drapes/blinds None
4 S 8 Vinyl Low-E Double Yes 0.52 0.33 4.7 ft' 0 ft 2 in 0 It 0 in Drapestblinds None
5 S 8 Vinyl Low-E Double Yes 0.52 0.33 15.0 ft' 0 It 2 in 0 ft 0 in Drapestblinds None
6 S 8 Vinyl Low-E Double Yes 0.52 0.33 3.3 fe 0 ft 2 in 0 ft 0 in None None
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 227.4999993 1`11' 227.4999993 f1' 64 ft 8 ft 1
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Best Guess .0005 1535.8 84.31 158.56 .365 9.8363
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Duds
1 Electric Heat Pump None HSPF: 8.3 19 kBtu/hr 1 sys#1
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COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit Split SEER: 15 24 kBtu/hr 720 cfm 0.75 1 sys#1
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Main 0.92 40 gal 60 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert # Company Name System Model # Collector Model Area Volume FEF
None None fN
DUCTS
Supply — Return— Air CFM 25 CFM25 HVAC #
Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool
1 Attic 6 287.4 ft Attic 71.85 ft Default Leakage Garage Default) (Default) 1 1
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
Cooling Jan Feb
Heating Jan Feb
Mar
Mar
AprEApr
May Jun Jul
May Jun Jul
Auge
AuSep Oct
Oct Nov
X] Nov
Dec
Dec
Venting Jan Feb Mar X] Apr Ma Jun Jul Aug Se [X] Oct X] Nov Dec
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 78 78 78 78 78 78 78 78 78 78
Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
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FORM 405-10
Florida Code Compliance Checklist
Florida Department of Business and Professional Regulations
Residential Whole Building Performance Method
ADDRESS: 106 Pine St PERMIT #:
Sanford, FL, 32771 -
MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details.
COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK
Air leakage 402.4 To be caulked, Basketed, weatherstripped or otherwise sealed.
Recessed lighting IC -rated as meeting ASTM E 283. Windows and
doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces:
gasketed doors & outdoor combustion air. Must complete envelope
leakage report or visually verify Table 402.4.2.
Thermostat & 403.1 At least one thermostat shall be provided for each separate heating 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. N/A
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 N/A
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.
11/13/2013 3:55 AM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5
Building Input Summary Report
11 /13/2013 3:57 AM EnergyGauge® / USRFZB v3.1 Page 1 of 5
PROJECT
Title: Blake House Bedrooms: 3 Address Type: Street Address
Building Type: User Bathrooms: 0 Lot #
Owner. Carie Blake Conditioned Area: 1171 sq.ft. BloddSubDivision:
of Units: 1 Total Stories: 1 PlatBook:
Builder Name: Worst Case: No Street: 106 Pine St
Permit Office: Rotate Angle: 0 County: Seminole
Jurisdiction: Cross Ventilation: City, State, Zip: Sanford ,
Family Type: Single-family Whole House Fan: FL, 32771-
New/Existing: New (From Plans) Terrain: Suburban
Year Construct: 2013 Shielding: Suburban
Comment:
CLIMATE
Design Design Temp Int Design Temp Heating Design Daily Temp
Location Tmy Site 97.5% 2.5% Winter Summer Degree Days Moisture Range
FL Oriando FL ORLANDO INTL ARPT 41 91 70 75 526 44 Medium
UTILITY RATES
Fuel Unit Utility Name Monthly Fixed Cost Unit
Electricity kWh Florida Average 0 0.1144
Natural Gas Therm Florida Average 0 1.72
Fuel Oil Gallon Florida Default 0 1.1
Propane Gallon Florida Default 0 1.4
SURROUNDINGS
Shade Trees Adjacent Buildings
Omt Type Height Width Distance Exist Height Width Distance
N None Oft Oft Oft Oft Oft Oft
NE None Oft Oft Oft Oft Oft Oft
E None Oft Oft Oft Oft Oft Oft
SE None Oft Oft Oft Oft Oft Oft
S None Oft Oft Oft Oft Oft Oft
SW None Oft Oft Oft Oft Oft Oft
W None Oft Oft Oft Oft Oft Oft
NW None Oft Oft Oft Oft Oft Oft
BLOCKS
Number Name Area Volume
1 Blockl 1171 9368
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated
1 Main 1171 9368 Yes 4 3 Yes Yes Yes
FLOORS
Floor Type Space Perimeter R -Value Area Tile Wood Carpet
1 Slab -On -Grade Edge Insulation Main 160 ft 0 1171 ft' 0 0 1
11 /13/2013 3:57 AM EnergyGauge® / USRFZB v3.1 Page 1 of 5
Building Input Summary Report
11/13/2013 3:57 AM EnergyGauge® / USRFZB v3A Page 2 of 5
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
Type Materials Area Area Color Absor. Tested Tested Insul. (deg)
1 Gable or shed Commsition shinales 1234 ft' 194 ft' Medium 0.96 No 0.9 No 0 18.4
ATTIC
Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1171 ft' N N
CEILING
Ceiling Type Space R -Value Area Framing Fraction Truss Type
1 Under Attic () Main 30 1171 ft° 0.11 Wood
WALLS
Wall orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section above.
AdLcent Space Cavity Width Height Sheathing Framing Solar Below
Omt o Wall Type R -Value Ft In Ft In Area R -Value Fraction Absor. Grade%
1 W Exterior Concrete Block - Int Insul Main 5 28 0 8 224.0 ft' 0.125 0 0.45 0
2 N Exterior Concrete Block - Int Insul Main 5 52 0 8 416.0 fF 0.125 0 0.45 0
3 E Exterior Concrete Block - Int Insul Main 5 11 4 8 90.7 ft' 0.125 0 0.45 0
4 S Exterior Concrete Block - Int Insul Main 5 6 6 8 52.0 ft2 0.125 0 0.45 0
5 E Exterior Concrete Block - Int Insul Main 5 5 0 8 40.0 ft' 0.125 0 0.45 0
6 N Exterior Concrete Block - Int Insul Main 5 5 0 8 40.0 ft' 0.125 0 0.45 0
7 E Exterior Concrete Block - Int Insul Main 5 11 8 8 93.3 fe 0.125 0 0.45 0
8 S Exterior Concrete Block - Int Insul Main 5 49.5 0 8 396.0 fe 0.125 0 0.45 0
DOORS
Width Height
Omt Door Type Space Storms U -Value Ft In Ft In Area
1 E Insulated Main None 46 3 6 8 20 fe
2 S Insulated Main None 46 3 6 8 20 ft2
11/13/2013 3:57 AM EnergyGauge® / USRFZB v3A Page 2 of 5
Building Input Summary Report
11/132013 3:57 AM EnergyGauge® / USRFZB v3.1 Page 3 of 5
WINDOWS
Wall Overhang
Omt ID Frame Panes NFRC U -Factor SHGC Storm Area Depth Separation Interior Shade Screening
1
2
3
4
5
6
N 2 Vinyl Low -E Double Yes
E 7 Vinyl Low -E Double Yes
S 8 Metal Double (Clear) Yes
S 8 Vinyl Low -E Double Yes
S 8 Vinyl Low -E Double Yes
S 8 Vinyl Low -E Double Yes
0.52 0.33 N 30.0 fN 0 ft 2 in 0 ft 0 in Drapes/blinds None
0.52 0.33 N 22.5 ft2 0 It 2 in 0 ft 0 in Drapes/blinds None
0.57 0.32 N 71.1 fN 0 ft 2 in 0 ft 0 in Drapeslblinds None
0.52 0.33 N 4.7 W 0 It 2 in 0 ft0 in Drapeslblinds None
0.52 0.33 N 15.0 ft' 0 It 2 in 0 It 0 in Drapes/blinds None
0.52 0.33 N 3.3 W 0 It 2 in 0 ft 0 in None None
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 Spaoe(s)
1 Wholehouse Best Guess .0005 1535.8 84.31 158.56 .365 9.8363 All
GARAGE
Floor Area Roof Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 227.4999993 IN 227.4999993 ft' 64 It 8 It invalid
MASS
Mass Type Area Thickness Furniture Fraction Space
No Added Mass 0 ft' 0 ft 0.3 Main
HEATING SYSTEM
System Type Subtype Efficiency Capacity --Geothermal HeatPump- Ducts Block
Entry Power Volt. Curr
1 Electric Heat Pump None HSPF:8.3 19 kBtu/hr 0 0 0 s s#1 1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Ducts Block
1 Central Unit SPIN SEER:15 24 kBtu/hr 720 cfm 0.75 s s#1 1
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Credits
1 Electric None Main 0.92 40 gal 60 Dal 120 deg None
SOLAR HOT WATER
Collector Surface
Collector Type Tilt Azimuth Area
Absorp. Trans Tank Tank Tank Heat PV Pump
Loss Coef. Prod. Corr. Volume U -Value Surf Area Exch Eff Pumped Energy
DUCTS
DUCT Supply Return
Location R -Value Area Location Area
Air CFM 25 CFM25 HVAC #
Number Leakage Type Handler TOT OUT ON RLF Heat Cool
1 Attic 6 287.4 ft' Attic 71.85 ft4 Default Leakage Garage DefauR Default 1 1
11/132013 3:57 AM EnergyGauge® / USRFZB v3.1 Page 3 of 5
Building Input Summary Report
11/13/2013 3:57 AM EnergyGauge® / USRFZB v3.1 Page 4 of 5
TEMPERATURES
Programable Thermostat: Y Ceiling Fans: N
CoolingJan
HeatinJan
Feb
Feb
Mar
Mar
rEr MafMay
Jun
n Jun
Jul
Juln AugeMAuSep Od
Oct
Nov
Nov
Dec
Dec
Ventin Jan Feb Mar xl r Ma Jun Jul Aug Se lxJ Oct 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
APPLIANCES & LIGHTING
Appliance Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Ceiling Fans (Summer) AM 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33
Released: 100 PM 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65
Annual Use: 0 kWh/Yr Peak Value: 0 Watts
Clothes Washer AM 0.105 0.081 0.046 0.046 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872
Released: 60 PM 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198
Annual Use: 0 kWh/Yr Peak Value: 0 Watts
Dishwasher AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443
Released: 60 PM 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281
Annual Use: 0 kWh/Yr Peak Value: 0 Watts
Dryer AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1
Released: 10 PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375
Annual Use: 0 kWh/Yr Peak Value: 0 Watts
Lighting AM 0.16 0.15 0.16 0.18 0.23 0.45 0.4 0.26 0.19 0.16 0.12 0.11
Released: 90 PM 0.16 0.17 0.25 0.27 0.34 0.55 0.55 0.88 1 0.86 0.51 0.28
Annual Use: 1392 kWh/Yr Peak Value: 454 Watts
Miscellaneous AM 0.48 0.47 0.47 0.47 0.47 0.47 0.64 0.71 0.67 0.61 0.55 0.53
Released: 90 PM 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55
Annual Use: 1756 kWh/Yr Peak Value: 322 Watts
Pool Pump AM 0 0 0 0 0 0 0 0 0 1 1 1
Released: 0 PM 1 1 1 1 0 0 0 0 0 0 0 0
Annual Use: 0 kWh/Yr Peak Value: 0 Watts
Range AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.4
Released: 100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0.114
Annual Use: 0 kWh/Yr Peak Value: 0 Watts
Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 0.8 0.8 0.8 0.8
Released: 100 PM 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 0.95 0.93 0.9 0.85
Annual Use: 775 kWh/Yr Peak Value: 106 Watts
Well Pump AM 0.05 0.05 0.05 0.05 0.05 0.05 0.1 0.1 0.1 0.1 0.1 0.1
Released: 0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
Annual Use: 0 kWh/Yr Peak Value: 0 Watts
11/13/2013 3:57 AM EnergyGauge® / USRFZB v3.1 Page 4 of 5
Building Input Summary Report
11/13/2013 3:57 AM EnergyGauge® / USRFZB v3.1 Page 5 of 5
REFRIGERATORS
ID Type Screen Location Quantity Vol FrZ. Vol Make Model Schedule kWhPerYr
1 Default New Main 1
CLOTHES WASHERS
ID
1
Type
1 Main
Screen
Default New
Location
Main
Capacity
2.847
Make Model Schedule
HERS201
LoadsPerYr
invalid)
CLOTHES DRYERS
ID Type Screen Location Capacity Fuel Type Make Model Schedule LoadsPerYr
1 Dryers Default New Main Electricity
DISHWASHERS
ID Type Screen Location Capacity Vintage Make Model Schedule kWhPerYr
1 Dishwash Default New Main 12 2004 or N HERS201 372
RANGE OVEN
ID Type Screen Location Type Fueltype Make Model Cooktop Oven
1 Ranges Default New Main CooktopOven C Electric Electric FI Not Conv
HARD WIRED LIGHTING
ID Type Screen Location Total# Qualify# Comp FI All Other FL bdBulbtype Schedule Watts per bulb
1
2
3
Hard-Wir
Hard-Wir
Hard-Wir
Default
Default New
Default New
Main
Exterior
Garage
MISC ELECTRICAL LOADS
ID Type Screen Item Quantity Category Operating Location Schedule Off Standby
1 Misc Elec Simple Default 1 1 Main HERS201 1
11/13/2013 3:57 AM EnergyGauge® / USRFZB v3.1 Page 5 of 5
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 78
The lower the EnergyPerformance Index, the more efficient the home.
106 Pine St, Sanford, FL, 32771-
1. New construction or existing
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
S. Is this a worst case?
6. Conditioned floor area (ft2)
7. Windows" Description
a. U -Factor: Dbl, U=0.52
SHGC: SHGC=0.33
b. U -Factor. Dbl, U=0.57
SHGC: SHGC=0.32
c. U -Factor. WA
SHGC:
d. U -Factor: N/A
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
New (From Plans) 9. Wall Types Insulation Area
Single-family
a. Concrete Block - Int Insul, Exterior R=5.0 1352.00 ft2
b. N/A R= ft'
1 c. N/A R= ft'
3 d. N/A R= ft'
10. Ceiling Types Insulation Area
No a. Under Attic (Vented) R=30.0 1171.00 W
1171 b. N/A R= ft'
Area
c. N/A R= ft'
75.44 ft'
11. Ducts R ft
a. Sup: Attic, Ret: Attic, AH: Garage 6 287.4
71.11 ft'
12. Cooling systems kBtu/hr Efficiency
ft' a. Central Unit 24.0 SEER:15.00
ft'
0.167 ft.
0.325
8. Floor Types Insulation Area
a. Slab -On -Grade Edge Insulation R=0.0 1171.00 W
b. N/A R= ft'
c. N/A R= ft2
13. Heating systems
a. Electric Heat Pump
14. Hot water systems
a. Electric
b. Conservation features
None
15. Credits
1 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 iant feat es.
Builder Signature: Date: d -AR 0
Address of New Home 1 e p (we Ise City/FL Zip: 52„ -QJ C[ RZ77
kBtu/hr Efficiency
19.0 HSPF:8.30
Cap: 40 gallons
EF: 0.92
Pstat
O
TH6 STgTF
nn,
a
0
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
Residential System Sizing Calculation
Summary
Carie Blake Project Title:
106 Pine St Blake House
Sanford, FL 32771-
11/13/2013
Location for weather data: Orlando, FL - Defaults: Latitude(28.43) Altitude(118 ft.) Temp Range(M)
Humidi data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 46 r.
147 sqft
Winter design temperature(MJ8 99%) 42 F
Wall total
Summer design temperature(MJ8 99%) 95 F
Winter setpoint 70 F
sqft
Summer setpoint 75 F
Winter temperature difference 28 F
Btuh
Summer temperature difference 20 F
Total heating load calculation 18895 Btuh
91
Total cooling load calculation 20364 Stuh
Submitted heating capacity of calc Btuh
2794
Submitted cooling capacity % of calc Btuh
Total (Electric Heat Pump) 100.6 19000
Btuh
Sensible (SHR = 0.75) 107.9 18000
Heat Pump + Auxiliary(O.OkW) 100.6 19000 Latent 162.8 6000
Total sensible gain 16678
Total Electric Heat Pum 117.9 24000
WINTER CALCULATIONS
Wintcr W*2finn 1 n2r1 /fnr 1171 cnf,l
Load component Load
Window total 147 sqft 2233 Btuh
Wall total 1165 sqft 4224 Btuh
Door total 40 sqft 515 Btuh
Ceiling total 1171 sqft 1044 Btuh
Floor total 1171 sqft 5286 Btuh
Infiltration 91 cfm 2798 Btuh
Duct loss 2794 Btuh
Subtotal 18895 Btuh
Ventilation 0 cfm 0 Btuh
TOTAL HEAT LOSS 1 18895 Btuh
Summer Cnnlinn 1 n2d /fnr 1171 cnffl
tin(Is%)
Doora(3%
Fbor*(2%)
SUMMER CALCULATIONS
Load component Load
Window total 147 sqft 2611 Btuh
Wall total 1165 sqft 2414 Btuh
Door total 40 sqft 570 Btuh
Ceiling total 1171 sqft 1678 Btuh
Floor total 0 Btuh
Infiltration 68 cfm 1499 Btuh
Internal gain 4320 Btuh
Duct gain 3586 Btuh
Sens. Ventilation 0 cfm 0 Btuh
Blower Load 0 Btuh
Total sensible gain 16678 Stuh
Latent gain(ducts) 755 Btuh
Latent gain(infiltration) 2131 Btuh
Latent gain(ventilation) 0 Btuh
Latent gain(intemal/occupants/other) 800 Btuh
Total latent gain 3686 Stuh
TOTAL HEAT GAIN 1 20364 Btuh
a
MRNURL J
Ducar,
EnergyGauge® Syst ing
PREPARED BY:
DATE:
EnergyGauge® / USRFZB v3.1
any.(ax>
war(12%)
woo%,
mq aw/
Carie Blake
106 Pine St
Sanford, FL 32771 -
Residential Window Diversity
MidSummer
Project Title:
Blake House
11/13/2013
Summer design temperature 95 F Average window load for July 2135 Btuh
Cooling setpoint 75 F Peak window load for July 2594 Btuh
Summer temperature difference 20 F Excusion limit(130% of Ave.) 2776 Btuh
Latitude 28.43 North 1 Window excursion Jul None
WINDOW Average and Peak Loads
3000.00
UrA for exeurslon
2500.00
12 Hour Averece
2000.00
0
J 1500.00
1000.00
500.00
0.00
8 a.m. 10 12 2 p.m. 4 p,m. 6 p.m. 8 p.m
a.m.
Total July Window Load(Radiation and conduction)
The midsummer window load for this house does not exceed the window load excursion limit
This house has adequate midsummer window diversity.
EnergyGauge® System Sizilorid e ce y
PREPARED BY:
DATE: I I / 1
I*
EnergyGauge® / USRFZB v3.1
Carie Blake
106 Pine St
Sanford, FL 32771 -
Residential Window Diversity
October
Project Title:
Blake House
11/13/2013
Summer design temperature 95 F Average window load for October 2794 Btuh
Cooling setpoint 75 F Peak window load for October 4024 Btuh
Summer temperature difference 20 F Excusion limit(130% of Ave.) 3632 Btuh
Latitude 28.43 North I Window excursion October 392 Btuh
WINDOW Average and Peak Loads
4000.00
Urrd for excursion
3500.00
3000.00
12 Hour Averege
2500.00
J
J
2000.00
1500.00
1000.00
500.00
0.00
8 o.m. 10 12 2 p.m. 4 p.m. 6 p.m. 8 p.m.
a.m.
Total October Window Load(Radiation and conduction)
Warning: This application has glass areas that produce relatively large heat gains for part of the day. Variable
air volume devices may be required to overcome spikes in solar gain for one or more rooms. A zoned system
may be required or some rooms may require zone control.
EnergyGauge® Systeor F.r Si es only
PREPARED BY:
DATE: / I / I*
EnergyGauge® / USRFZB v3.1
System Sizing Calculations - Winter
Residential Load - Whole House Component Details
Carie Blake Project Title:
106 Pine St Blake House
Sanford, FL 32771- Building Type: User
11/13/2013
Reference City: Orlando, FL (Defaults) Winter Temperature Difference: 28.0 F (MJ8 99%
Window Panes/Type Frame U Orientation Areas X HTM= Load
1 2, NFRC 0.33 Vinyl 0.52 N 30.0 14.6 437 Btuh
2 2, NFRC 0.33 Vinyl 0.52 E 22.5 14.6 328 Btuh
3 2, NFRC 0.32 Metal 0.57 S 71.1 16.0 1135 Btuh
4 2, NFRC 0.33 Vinyl 0.52 S 4.7 14.6 68 Btuh
5 2, NFRC 0.33 Vinyl 0.52 S 15.0 14.6 218 Btuh
6 2, NFRC 0.33 Vinyl 0.52 S 3.3 14.6 47 Btuh
Window Total 146.6 s ft 2233 Btuh
Walls Type Omt. Ueff. R -Value Area X HTM= Load
Cav/Sh)
1 Conc Blk,Hollow - Ext (0.129) 5.0/0.1 224 3.62 812 Btuh
2 Conc Blk,Hollow - Ext (0.129) 5.0/0.1 366 3.62 1326 Btuh
3 Conc Blk,Hollow - Ext (0.129) 5.0/0.1 91 3.62 329 Btuh
4 Conc Blk,Hollow - Ext (0.129) 5.0/0.1 52 3.62 188 Btuh
5 Conc Blk,Hollow - Ext (0.129) 5.0/0.1 20 3.62 72 Btuh
6 Conc Blk,Hollow - Ext (0.129) 5.0/0.1 40 3.62 145 Btuh
7 Conc Blk,Hollow - Ext (0.129) 5.0/0.1 71 3.62 257 Btuh
8 Conc Blk,Hollow - Ext (0.129) 5.0/0.1 302 3.62 1094 Btuh
Wall Total 1165 s ft 4224 Btuh
Doors Type Storm Ueff. Area X HTM= Load
1 Insulated - Exterior, n (0.460) 20 12.9 258 Btuh
2 Insulated - Exterior, n (0.460) 20 12.9 258 Btuh
Door Total 40 s ft 5156tuh
Ceilings Type/Color/Surface Ueff. R -Value Area X HTM= Load
1 Vented Attic/L/Shing (0.032) 30.0/0.0 1171 0.9 1044 Btuh
Ceilina Total 1171 ft 10446tuh
Floors Type Ueff. R -Value Size X HTM= Load
1 Slab On Grade (1.180) 0.0 160.0 ft(perim.) 33.0 5286 Btuh
Floor Total 1171 s ft 5286 Btuh
Envelope Subtotal: 13303 Btuh
Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM=
Natural 0.58 9368 1.00 91.2 2798 Btuh
Duct load Average sealed, R6.0, Supply(Att), Retum(Aft) DLM of 0.174) 2794 Btuh
All Zones Sensible Subtotal All Zones 18895 Btuh
EnergyGauge® / USRFZB 0.1 Page 1
Manual J Winter Calculations
Residential Load - Component Details (continued)
Carie Blake Project Title:
106 Pine St Blake House
Sanford, FL 32771- Building Type: User
11/13/2013
Subtotal Sensible Heat Loss 18895 Btuh
Totals for Heating Ventilation Sensible Heat Loss 0 Btuh
Total Heat Loss 18895 Btuh'
1. Electric Heat Pump Carrier #25hnb 19000 Btuh
Key: Window types -NFRC (Requires U -Factor and Shading coefficient(SHGC) of glass as numerical values)
or - Glass as 'Clear or Tint'(Uses U -Factor and SHGC defaults)
U - (Window U -Factor)
HTM - (ManualJ Heat Transfer Muhiplier)
EnergyGauge® / USRFZB v3.1 Page 2
System Sizing Calculations - Summer
Residential Load - Whole House Component
Carie Blake
106 Pine St
Sanford, FL 32771 -
Reference City: Orlando, FL
Project Title:
Blake House
Details
11/13/2013
Temperature Difference: 20.OF(MJ8 99%) Humidity difference: 46gr.
EnergyGaugeO / USRFZB v3.1 Page 1
Type' Overhang Window Area(sqft) HTM Load
Window Panes SHGC U InSh IS Omt Len H t Gross Shaded Unshaded Shaded Unshaded
1 2 NFRC 0.33, 0.52 B -L No N 0.211 O.Oft 30.0 0.0 30.0 14 14 411 Btuh
2 2 NFRC 0.33, 0.52 B -L No E 0.211 0.011 22.5 0.6 21.9 14 31 692 Btuh
3 2 NFRC 0.32, 0.57 B -I. No S 0.211 O.Oft 71.1 12.2 58.9 15 17 1151 Stuh
4 2 NFRC 0.33, 0.52 B -L No S 0.2ft O.Oft 4.7 2.5 2.2 14 16 69 Btuh
5 2 NFRC 0.33, 0.52 B -I. No S 0.211 0.011 15.0 3.4 11.6 14 16 228 Btuh
6 2 NFRC 0.33, 0.52 No No S 0.211 0.011 3.3 1.7 1.5 17 19 60 Btuh
Window Total 1 1 147 s 2611 Btuh
Walls Type U Value R -Value Area(sgft) HTM Load
Cav/Sheath
1 Concrete Blk,Hollow - Ext 0.13 5.0/0.1 224.0 2.1 464 Btuh
2 Concrete Blk,Hollow - Ext 0.13 5.0/0.1 366.0 2.1 758 Btuh
3 Concrete Blk,Hollow - Ext 0.13 5.0/0.1 90.7 2.1 188 Btuh
4 Concrete BIk,Hollow - Ext 0.13 5.0/0.1 52.0 2.1 108 Btuh
5 Concrete Blk,Hollow - Ext 0.13 5.0/0.1 20.0 2.1 41 Btuh
6 Concrete Blk,Hollow - Ext 0.13 5.0/0.1 40.0 2.1 83 Btuh
7 Concrete Blk,Hollow - Ext 0.13 5.0/0.1 70.8 2.1 147 Btuh
8 Concrete Blk,Hollow - Ext 0.13 5.0/0.1 301.9 2.1 625 Btuh
Wall Total 1165 sgft) 2414 Btuh
Doors Type Area (sgft) HTM Load
1 Insulated - Exterior 20.0 14.3 285 Btuh
2 Insulated - Exterior 20.0 14.3 285 Btuh
Door Total 40 sgft) 570 Btuh
Ceilings Type/Color/Surface U -Value R -Value Area(sgft) HTM Load
1 Vented Attic/Light/Shingle 0.032 30.0/0.0 1171.0 1.43 1678 Btuh
Ceiling Total 1171 (sgft) 1678 Btuh
Floors Type R -Value Size HTM Load
1 Slab On Grade 0.0 1171 (ft -perimeter) 0.0 0 Btuh
Floor Total 1171.0 (sgft) 0 Btuh
Envelope Subtotal: 7273 Btuh
Infiltration Type Average ACH Volume(cuft) Wall Ratio CFM= Load
Natural 0.44 9368 1 68.4 1499 Btuh
Internal Occupants Btuh/occupant Appliance Load
gain 4 X 230 + 3400 4320 Btuh
Sensible Envelope Load: 13092 Btuh
Duct load Average sealed, Supply(R6.0-Attic), Retum(R(5.0-Attic) DGM of 0.274 3586 Btuh
Sensible Load All Zones 16678 Btuh
EnergyGaugeO / USRFZB v3.1 Page 1
Manual J Summer Calculations
Residential Load - Component Details (continued)
Carie Blake Project Title: Climate: FL ORLANDO_INTL ARPT
106 Pine St Blake House
Sanford, FL 32771-
11/13/2013
EQUIPMENT
1. Central Unit Carrier #25hnb 24000 Btuh
Key: Window types (Panes - Number and type of panes of glass)
SHGC - Shading coefficient of glass as SHGC numerical value)
U - Window U -Factor)
InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R))
For Blinds: Assume medium color, half dosed
For Draperies: Assume medium weave, half dosed
For Roller shades: Assume translucent, half dosed
IS - Insect screen: none(N), Full(F) or Half(%))
Omt - compass orientation)
EnergyGaugeO / USRFZB v3.1 Page 2
Sensible Envelope Load All Zones 13092 Btuh
Sensible Duct Load 3586 Btuh
Total Sensible Zone Loads 16678 Btuh
Sensible ventilation 0 Btuh
Blower 0 Btuh
Whole House Total sensible gain 16678 Btuh
Totals for Cooling Latent infiltration gain (for 46 gr. humidity difference) 2131 Btuh
Latent ventilation gain 0 Btuh
Latent duct gain 755 Btuh
Latent occupant gain (4.0 people @ 200 Btuh per person) 800 Btuh
Latent other gain 0 Btuh
Latent total gain 3686 Btuh
TOTAL GAIN 20364 Btuh
EQUIPMENT
1. Central Unit Carrier #25hnb 24000 Btuh
Key: Window types (Panes - Number and type of panes of glass)
SHGC - Shading coefficient of glass as SHGC numerical value)
U - Window U -Factor)
InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R))
For Blinds: Assume medium color, half dosed
For Draperies: Assume medium weave, half dosed
For Roller shades: Assume translucent, half dosed
IS - Insect screen: none(N), Full(F) or Half(%))
Omt - compass orientation)
EnergyGaugeO / USRFZB v3.1 Page 2
System Sizing Calculations - Winter
Residential Load - Room by Room Component Details
Carie Blake Project Title:
106 Pine St Blake House
Sanford, FL 32771- Building Type: User
11/13/2013
Reference City: Orlando, FL (Defaults) Winter Temperature Difference: 28.0 F (MJ8 99%
Window Panes/Type Frame U Orientation Areas X HTM= Load
1 2, NFRC 0.33 Vinyl 0.52 N 30.0 14.6 437 Btuh
2 2, NFRC 0.33 Vinyl 0.52 E 22.5 14.6 328 Btuh
3 2, NFRC 0.32 Metal 0.57 S 71.1 16.0 1135 Btuh
4 2, NFRC 0.33 Vinyl 0.52 S 4.7 14.6 68 Btuh
5 2, NFRC 0.33 Vinyl 0.52 S 15.0 14.6 218 Btuh
6 2, NFRC 0.33 Vinyl 0.52 S 3.3 14.6 47 Btuh
Window Total 146.6 s ft 2233 Btuh
Walls Type Ornt. Ueff. R -Value Area X HTM= Load
Cav/Sh)
1 Conc Blk,Hollow - Ext (0.129) 5.0/0.1 224 3.62 812 Btuh
2 Conc Blk,Hollow - Ext (0.129) 5.0/0.1 366 3.62 1326 Btuh
3 Conc Blk,Hollow - Ext (0.129) 5.0/0.1 91 3.62 329 Btuh
4 Conc Blk,Hollow - Ext (0.129) 5.0/0.1 52 3.62 188 Btuh
5 Conc Blk,Hollow - Ext (0.129) 5.0/0.1 20 3.62 72 Btuh
6 Conc Blk,Hollow - Ext (0.129) 5.0/0.1 40 3.62 145 Btuh
7 Conc Blk,Hollow - Ext (0.129) 5.0/0.1 71 3.62 257 Btuh
8 Conc Blk,Hollow - Ext (0.129) 5.0/0.1 302 3.62 1094 Btuh
Wall Total 1165 s ft 4224 Btuh
Doors Type Storm Ueff. Area X HTM= Load
1 Insulated - Exterior, n (0.460) 20 12.9 258 Btuh
2 Insulated - Exterior, n (0.460) 20 12.9 258 Btuh
Door Total 40 s ft 5156tuh
Ceilings Type/Color/Surface Ueff. R -Value Area X HTM= Load
1 Vented Attic/L/Shing (0.032) 30.0/0.0 1171 0.9 1044 Btuh
Ceilina Total 1171 ft 1044Btuh
Floors Type Ueff. R -Value Size X HTM= Load
1 Slab On Grade (1.180) 0.0 160.0 ft(perim.) 33.0 5286 Btuh
Floor Total 1171 s ft 5286 Btuh
Room Envelope Subtotal: 13303 Btuh
Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM=
Natural 0.58 9368 1.00 91.2 2798 Btuh
Duct load Average sealed, Supply(%.0-Attic), Retum(R6.0-Attic) DLM of 0.174) 2794 Btuh
Room #1 Sensible Room Subtotal 18895 Btuh
EnergyGauge® / USRFZB v3.1 Page 1
Manual J Winter Calculations
Residential Load - Component Details (continued)
Carie Blake Project Title:
106 Pine St Blake House
Sanford, FL 32771- Building Type: User
11/13/2013
Subtotal Sensible Heat Loss 18895 Btuh
Totals for Heating Ventilation Sensible Heat Loss 0 Btuh
Total Heat Loss 18895 Stuh
1. Electric Heat Pump Carrier #25hnb 19000 Btuh
Key: Window types - NFRC (Requires U -Factor and Shading coefficient(SHGC) of glass as numerical values)
or' Glass as'Clear or Tint' (Uses U -Factor and SHGC defaults)
U - (Window U -Factor)
HTM - (Manual] Heat Transfer Multiplier)
EnergyGauge® / USRFZB v3.1 Page 2
System
Residential
Carie Blake
106 Pine St
Sanford, FL 32771 -
Reference City: Orlando, FL
Sizing Calculations - Summer
Load - Room by Room Component Details
Project Title:
Blake House
11/13/2013
Temperature Difference: 20.OF(MJ8 99%) Humidity difference: 46gr.
EnergyGauge® / USRFZB v3.1 Page 1
Type' Overhang Window Area(sgft) HTM Load
Window Panes SHGC U InSh IS Omt Len H t Gross Shaded Unshaded Shaded Unshaded
1 2 NFRC 0.33, 0.52 B -I. No N 0.2ft O.Oft 30.0 0.0 30.0 14 14 411 Btuh
2 2 NFRC 0.33, 0.52 B -I. No E 0.2ft O.Oft 22.5 0.6 21.9 14 31 692 Btuh
3 2 NFRC 0.32, 0.57 B -I. No S 0.2ft O.Oft 71.1 12.2 58.9 15 17 1151 Btuh
4 2 NFRC 0.33, 0.52 B -L No S 0.2ft O.Oft 4.7 2.5 2.2 14 16 69 Btuh
5 2 NFRC 0.33, 0.52 B -L No S 0.2ft O.Oft 15.0 3.4 11.6 14 16 228 Btuh
6 2 NFRC 0.33, 0.52 No No S 0.2ft 0.01`1 3.3 1.7 1.5 17 19 60 Btuh
Window Total 1 1 147 s ft 2611 Btuh
Walls Type U Value R -Value Area(sgft) HTM Load
Cav/Sheath
1 Concrete Blk,Hollow - Ext 0.13 5.0/0.1 224.0 2.1 464 Btuh
2 Concrete Blk,Hollow - Ext 0.13 5.0/0.1 366.0 2.1 758 Btuh
3 Concrete Blk,Hollow - Ext 0.13 5.0/0.1 90.7 2.1 188 Btuh
4 Concrete Blk,Hollow - Ext 0.13 5.0/0.1 52.0 2.1 108 Btuh
5 Concrete Blk,Hollow - Ext 0.13 5.0/0.1 20.0 2.1 41 Btuh
6 Concrete Blk,Hollow - Ext 0.13 5.0/0.1 40.0 2.1 83 Btuh
7 Concrete Blk,Hollow - Ext 0.13 5.0/0.1 70.8 2.1 147 Btuh
8 Concrete Blk,Hollow - Ext 0.13 5.0/0.1 301.9 2.1 625 Btuh
Wall Total 1165 s ) 2414 Btuh
Doors Type Area (sqft) HTM Load
1 Insulated - Exterior 20.0 14.3 285 Btuh
2 Insulated - Exterior 20.0 14.3 285 Btuh
Door Total 40 sgft 570 Btuh
Ceilings Type/Color/Surface U -Value R -Value Area(sgft) HTM Load
1 Vented AttirJLight/Shingle 0.032 30.0/0.0 1171.0 1.43 1678 Btuh
Ceiling Total 1171 sgft 1678 Btuh
Floors Type R -Value Size HTM Load
1 Slab On Grade 0.0 1171 (ft -perimeter) 0.0 0 Btuh
Floor Total 1171.0 (sgft) 0 Btuh
Zone Envelope Subtotal: 7273 Btuh
Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Load
Natural 0.44 9368 1.00 68.4 1499 Btuh
Internal Occupants Btuh/occupant Appliance Load
gain 4 X 230 + 3400 4320 Btuh
Sensible Envelope Load: 13092 Btuh
Duct load Average sealed, Supply(R6.0-Attic), Retum(R6.0-Attic) DGM of 0.274 3586 Btuh
Sensible Zone Load 16678 Stuh
EnergyGauge® / USRFZB v3.1 Page 1
Manual J Summer Calculations
Residential Load - Component Details (continued)
Carie Blake Project Title: Climate: FL_ORLANDO_INTL ARPT
106 Pine St Blake House
Sanford, FL 32771-
11/13/2013
EnergyGauge® / USRFZB v3.1 Page 2
Manual J Summer Calculations
Residential Load - Component Details (continued)
Carie Blake Project Title: Climate: FL_ORLANDO_INTL ARPT
106 Pine St Blake House
Sanford, FL 32771-
11/13/2013
1. Central Unit Carrier #25hnb 24000 Btuh
Key: Window types (Panes - Number and type of panes of glass)
SHGC - Shading coefficient of glass as SHGC numerical value)
U - Window U -Factor)
InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R))
For Blinds: Assume medium color, half dosed
For Draperies: Assume medium weave, half dosed
For Roller shades: Assume translucent, half dosed
IS - Insect screen: none(N), Full(F) or Haff(%))
Omt - compass orientation)
EnergyGaugeO / USRFZB v3.1 Page 3
Sensible Envelope Load All Zones 13092 Btuh
Sensible Duct Load 3586 Btuh
Total Sensible Zone Loads 16678 Btuh
Sensible ventilation 0 Btuh
Blower 0 Btuh
Whole House Total sensible gain 16678 Btuh
Totals for Cooling Latent infiltration gain (for 46 gr. humidity difference) 2131 Btuh
Latent ventilation gain 0 Btuh
Latent duct gain 755 Btuh
Latent occupant gain (4.0 people @ 200 Btuh per person) 800 Btuh
Latent other gain 0 Btuh
Latent total gain 3686 Btuh
TOTAL GAIN 20364 Btuh
1. Central Unit Carrier #25hnb 24000 Btuh
Key: Window types (Panes - Number and type of panes of glass)
SHGC - Shading coefficient of glass as SHGC numerical value)
U - Window U -Factor)
InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R))
For Blinds: Assume medium color, half dosed
For Draperies: Assume medium weave, half dosed
For Roller shades: Assume translucent, half dosed
IS - Insect screen: none(N), Full(F) or Haff(%))
Omt - compass orientation)
EnergyGaugeO / USRFZB v3.1 Page 3
TABLE 402.4.2
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Blake House Builder Name:
Street: 106 Pine St Permit Office:
City, State, Zip: Sanford , FL , 32771- Permit Number.
Owner. Carie Blake Jurisdiction:
Design Location: FL, Orlando
COMPONENT CRITERIA CHECK
Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in
substantial contact and continuous alignment with building envelope
air barrier.
Breaks or joints in the air barrier are filled or repaired.
Air -permeable insulation is not used as a sealing material.
Air -permeable insulation is inside of an air barrier.
Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with
insulation and any gaps are sealed.
Attic access (except unvented attic), knee wall door, or drop down
stair is sealed.
Walls Comers and headers are insulated.
Junction of foundation and sill plate is sealed.
Windows and doors Space between window/door jambs and framing is sealed.
Rim joists Rim joists are insulated and include an air barrier.
Floors (including Insulation is installed to maintain permanent contact with underside
above -garage and cantilevered of subfloor decking.
floors) Air barrier is installed at any exposed edge of insulation.
Crawl space walls Insulation is permanently attached to walls.
Exposed earth in unvented crawl spaces is covered with Class I
vapor retarder with overlapping joints taped.
Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening
to exterior or unconditioned space are sealed.
Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by
sprayed/blown insulation.
Garage separation Air sealing is provided between the garage and conditioned spaces.
Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall.
Exception—fixtures in conditioned space.
Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut
to fit around wiring and plumbing, or sprayed/blown insulation
extends behind piping and wiring.
Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier
seDarating them from the exterior wall.
Electrical/phone box on Air barrier extends behind boxes or air sealed -type boxes are
installed.
Common wall Air barrier is installed in common wall between dwelling units.
HVAC register boots HVAC register boots that penetrate building envelope are sealed to
subfloor or drywall.
Fireplace I Fireplace walls include an air barrier.
EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software
Important Points
The BVD is not intended to apply to alterations or repairs
to existing buildings. Because the scope of alterations or
repairs to an existing building varies so greatly, the Square
Foot Construction Costs table does not reflect accurate
values for that purpose. However, the Square Foot
Construction Costs table can be used to determine the
cost of an addition that is basically a stand-alone building
which happens to be attached to an existing building. In
the case of such additions, the only alterations to the
existing building would involve the attachment of the
addition to the existing building and the openings between
the addition and the existing building.
47 vrr old 11
For purposes of establishing the Permit Fee Multiplier, the
estimated total annual construction value for a given time
period (1 year) is the sum of each building's value (Gross
Area x Square Foot Construction Cost) for that time period
e.g., 1 year).
The Square Foot Construction Cost does not include the
price of the land on which the building is built. The Square
Foot Construction Cost takes into account everything from
foundation work to the roof structure and coverings but
does not include the price of the land. The cost of the land
does not affect the cost of related code enforcement
activities and is not included in the Square Foot
Construction Cost.
Square Foot Construction Costs °' b,c.
Group 2012 International Building Code IA IB IIA IIB IIIA IIIB IV VA VB
A-1 Assembly, theaters, with stage 224.86 217.27 211.75 20282 190.47 185.12 196.05 174.13 167.22
A-1 Assembly,theaters, without stage 205.84 198.25 192.73 183.80 171.46 166.11 177.03 155.12 148.21
A-2 Assembly, nightclubs 175.48 170.50 165.74 159.07 149.41 145.36 153.20 135.40 131.56
A-2 Assembly, restaurants bars banquet halls 174.48 1 169.50 163.74 1 158.07 147.41 144.36 1 152.20 133.40 1 130.56
A-3 Assembly, churches 207.90 200.31 194.78 185.86 173.66 168.32 179.09 157.32 150.42
A-3 Assembly, general, community halls, libraries,
museums 173.93 166.34 159.82 151.89 138.68 134.32 145.12 122.32 116.42
A-4 Assembly,arenas 204.84 197.25 190.73 182.80 169.46 165.11 176.03 153.12 147.21
B Business 179.33 172.77 16690 158.73 144.01 138.61 152.18 126.55 120.48
E Educational 190.23 183.68 178.30 170.23 158.53 150.15 164.36 138.54 134.04
F-1 Factory and industrial, moderate hazard 108.42 103.32 97.18 93.38 83.24 79.62 89.22 6869 1 64.39
F-2 Factory and industrial, low hazard 107.42 102.32 97.18 92.38 83.24 78.62 88.22 68.69 6339
H-1 High Hazard explosives 101.53 96.44 91.29 86.49 77.57 72.95 82.34 63.02 N.P.
H234 High Hazard 101.53 96.44 91.29 86.49 77.57 72.95 82.34 63.02 57.71
H-5 HPM 179.33 172.77 166.90 158.73 144.01 138.61 152.18 126.55 120.48
1-1 Institutional, supervised environment 177.76 171.50 166.52 159.45 146.31 142.45 159.13 131.29 126.72
1-2 Institutional, hospitals 304.49 297.93 292.06 283.89 268.07 N.P. 277.34 25061 N.P.
1-2 Institutional, nursing homes 210.47 203.90 19804 189.87 175.09 N.P. 183.31 157.63 N.P.
1-3 Institutional, restrained 204.27 197.71 191.84 183.67 170.47 164.08 177.12 153.01 144.94
14 Institutional, day care facilities 177.76 171.50 166.52 159.45 146.31 142.45 159.13 131.29 126.72
M Mercantile 130.79 125.81 120.05 114.38 104.47 101.42 108.50 90.46 87.62
R-1 Residential, hotels 179.14 172.89 167.90 160.83 147.95 144.10 160.52 132.93 128.36
R-2 Residential, multiple family 150.25 143.99 139.01 131.94 119.77 115.91 131.62 104.74 100.18
R-3 Residential, one- and two-family 141.80 137.90 134.46 13100 125.88 122.71 128.29 117.71 110.29
R-4 Residential care/assisted living facilities 177.76 171.50 166.52 159.45 146.31 142.45 159.13 131.29 126.72
S-1 Storage, moderate hazard 100.53 95.44 89.29 85.49 75.57 71.95 81.34 61.02 56.71
S-2 Storage, low hazard 99.53 94.44 89.29 84.49 75.57 70.95 80.34 61.02 55.71
U Utility, miscellaneous 74.83 70.51 66.11 62.74 56.42 52.69 59.81 44.15 42.06
a. Private Garages use Utility, miscellaneous
b. Unfinished basements (all use group) = $15.00 per sq. ft.
c. For shell only buildings deduct 20 percent
d. N.P. = not permitted
PRODUCT APPROVAL SPECIFICATION SHEET
tbcation:(_p,we 14,i, Project Name:J3 (a l IZ¢st
As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the information and the
product approval number(s) on the building components listed below if they will be utilized on the construction project for
which you are applying for a building permit on or after April 1, 2004. We recommend you contact your local product
supplier should you not know the product approval number for any of the applicable listed products. More information
about statewide product approval can be obtained at www.floridabuilding.org
Category/SubcategoryManufacturer Product Description Approval Number(s)
A. EXTERIOR DOORS
1. Swinging
2. Sliding
3. Sectional
4. Roll u
t c rod. s 1=1. -73-Ft. ID
FI. Gfly
5. Automatic
6. Other
y
B. WINDOWS
1. Single hung
2. Horizontal Slider
AW NCC) 3'l v0 izicS
3. Casement
4. Double Hun
5. Fixed
6. Awning
7. Pass -through
8. Projected
9. Mullion
10. Wind Breaker
11 Dual Action
12. Other
C. PANEL WALL
1. Siding
2. Soffits
3. EIFS
4. Storefronts
YIC-It >c&V P tOoo
2 .
5. Curtain walls
6. Wall louver
7. Glass block
8. Membrane
9. Greenhouse
10. Other
D. ROOFING PRODUCTS
1. Asphalt Shingles
2. Underla ments
C.VAWC k zr < O A. 5Sze
3. Roofing Fasteners
4. Non-structural Metal Rf
5. Built -Up Roofing
6. Modified Bitumen
7. Single Ply Roofing Sys
8. Roofing Tiles
9. Roofing Insulation
10. Waterproofing
11. Wood shingles /shakes
12. Roofing Slate
02/02/04 - I of 2 Website: www.ticpermits.org Effective April 1, 2004
Ca o /Subca o cont Manufacturer Product Description Approval Number(s)
43.'Li uid Applied Roof Sys
14. Cements -Adhesives —
Coatings
15. Roof Tile Adhesive
16. Spray Applied
Polyurethane Roof
17. Other
E. SHUTTERS
1. Accordion
2. Bahama
3. Storrn Panels
4. Colonial
S. Roll -up
6. Equipment
7. Others
F. SKYLIGHTS
1. Skylight
2. Other
G. STRUCTURAL
COMPONENTS
1. Wood connector/anchor
2. Truss plates
3. Engineered lumber
4. Railing
S. Coolers -freezers
6. Concrete Admixtures
7. Material
8. Insulation Forms
9. Plastics
10. Deck -Roof
11. Wall
12. Sheds ,
13. Other
H. NEW EXTERIOR
ENVELOPE PRODUCTS
1.
2.
The products listed below did not demonstrate product approval at plan review. I understand that at the
time of inspection of these products, the following information must be available to the inspector on the
jobsite;1) copy of the product approval, 2) the performance characteristics which the product was tested
and certified to comply with, 3) copy of the applicable manufacturers installation requirements.
I understand these products may have to be removed if approval cannot be demonstrated during inspection.
Contractor or Contractor's Authorized Agent Signature
Location
4 Z .-lo.•. 1 9 13
Print Name Date
Permit # (FOR STAFF USE ONLY)
02/02/04 — 2 of 2 Website: www.ticpermits.org Effective April 1, 2004
American Builders Supply
1801 7th St. S.W.
rM Winter Haven, FL 33880
n rrar Phone: (863) 294-0611 Fax: (863) 293-1561
Bun urK% Supply
Customer Information:
Engineering Cover Sheet
Job Information:
Quote # B1303283
Order 726335
Printed: 09/27/13
This package includes 8 individual, dated Truss Design Drawings.
No, Date
Moder. Blake Job
seal#
Linton Enterprises, Inc.
09/2712013
lob Name: Blake Job
A0015117
Address:
098712013
Lot/alk/Sub: - Digitally signed
P.O. Box 2707 Phone: (407) 328-8786
A03
Address: IIUVUI'by William
0987/2013
Fax:407 324-7941
A0015122
1006 Pine Ave
Ranieri
Date: 2013.10.03City, state, Zip:
Sanford, FL 32772-2707 avid®lintmentoom
0912712013
Sanford, FL 07:29:05 -04'00'
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show
Special Loading Conditions):
B01
Design Code: FBC2010/TPI2007 Design Program: 7.35 Sep 27 2012 Roof Load: Shingle
010
Wind Code: MWFRS(Envelope) C -C hybrid Wind ASCE 7-10 Wind Speed: 139 mph
COI
Engineer or Professional of Record: NO EOR AT THE TIME OF SEALING - , , -
This package includes 8 individual, dated Truss Design Drawings.
No, Date Truss ID# seal#
001 09/2712013 A01 A0015117
002 098712013 A02 A0015118
003 09/2712013 A03 A0015119
006 0987/2013 A07 A0015122
007 0912712013 A08 A0015123
008 0912712013 A09 A0015124
009 09127/2013 B01 A0015125
010 092712013 COI A0015126
PERMIT # 3,,y
William M. Ranieri, P.E. (Truss Design Engineer - Florida PE Licbse
Monte Consulting & Design of WMR & Associates, Inc.(CAO 9177)
222 S. Westmonte Drive, Suite #100; Altamonte Springs, F'(j Zr1 ( 7 81-1917
The buss drawing(s) referenced above have been prepared under my direct supervision based on the parameters proJl08d 6yV uilders
With my seal affixed to this sheet. I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of th
of Professional Engineers Rules.
UNLESS NOTED ABOVE, THERE IS NO STRUCTURAL ENGINEER OF RECORD AT THE TIME THESE
NOTE: The seal on these drawings indicate acceptance of professional engineering responsibilty solely for the truss components
use of the component for any particular building is the responsibility of the building designer, per ANSVTPI-2002 Sec.2.
LICEN
No. 42704
i*
STATE OF AL -
Page I or I William M. Ranieri, PE-PETW # 42704
nmerran MUMS Suppy, Wolter Eleven, FL 33ea0 Run: 73.350 e 5 Sep Z7 ZO1Z Pent 7.350 5 seP Z7 ZO1Z MlTek Ir10 Inm Fn Sep 27 13:53:20 2013 1
ID:WQNg7tkph 1RMrZuoixyZUIG-0872YY3UJ7F191_ISyX X7lusxcWAxihF7YCUyZ
74-14 14-0.0ZO 7-2 28-0-0
i 1 4 0 74-14 + 6.7-2 6.7-2 74-14
4.00 12
4x4 =
Stele: 1/4 =1'
3x4 = 30 =
40 =
4x4 =
LOADING (psQ
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
LUMBER
TOP CHORD 20 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Ina YES
Code FBC2010rrP12007
CSI
TC 0.52
BC 0.84
WB 024
Matrix -M)
REACTIONS Qb/size) 2=955/0-8-0 (min. 0-1-8), 6=955/0-8-0 (min. 0-1-0)
Max Horz 2=98(1-C 17)
Max UpIIfl2=-48(LC 8), 6=348(LC 9)
Max Grev2=1108(LC 2),6=1 108(LC 2)
I
FORCES (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib orless except when shown.
TOP CHORD 2-3=-2380/950, 3-4=2095/817, 4-5=2095/817, 5-0=2380%950
BOT CHORD 2-10=-80612202,9-10=-45311485,8-9=-45311485,6-8=-80812203
WEBS 4-8=-1781629.5-8=-430/336.4-10=1781629,3-10=430/336
ji
DEFL In
Nss Truss Type Linton ElnerpiF—: Blake ResiOoncer726335
8-10 >999 360
JW JPIY
Owg No 001
Vert(TL) -0.45
A01 Cameron Trues 11 1
Horz(TL) 0.10 6 n/a Na
Job Reference al
nmerran MUMS Suppy, Wolter Eleven, FL 33ea0 Run: 73.350 e 5 Sep Z7 ZO1Z Pent 7.350 5 seP Z7 ZO1Z MlTek Ir10 Inm Fn Sep 27 13:53:20 2013 1
ID:WQNg7tkph 1RMrZuoixyZUIG-0872YY3UJ7F191_ISyX X7lusxcWAxihF7YCUyZ
74-14 14-0.0ZO 7-2 28-0-0
i 1 4 0 74-14 + 6.7-2 6.7-2 74-14
4.00 12
4x4 =
Stele: 1/4 =1'
3x4 = 30 =
40 =
4x4 =
LOADING (psQ
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
LUMBER
TOP CHORD 20 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Ina YES
Code FBC2010rrP12007
CSI
TC 0.52
BC 0.84
WB 024
Matrix -M)
REACTIONS Qb/size) 2=955/0-8-0 (min. 0-1-8), 6=955/0-8-0 (min. 0-1-0)
Max Horz 2=98(1-C 17)
Max UpIIfl2=-48(LC 8), 6=348(LC 9)
Max Grev2=1108(LC 2),6=1 108(LC 2)
I
FORCES (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib orless except when shown.
TOP CHORD 2-3=-2380/950, 3-4=2095/817, 4-5=2095/817, 5-0=2380%950
BOT CHORD 2-10=-80612202,9-10=-45311485,8-9=-45311485,6-8=-80812203
WEBS 4-8=-1781629.5-8=-430/336.4-10=1781629,3-10=430/336
ji
DEFL In foe) Well Ud PLATES GRIP
Vert(LL) 0.20 8-10 >999 360 MT20 244/190
Vert(TL) -0.45 8.16 >742 240
Horz(TL) 0.10 6 n/a Na
Weight: 118 Ib FT = 20%
BRACING
TOP CHORD Structural wood sheathing directly applied or 35-2 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-5-13 oc bracing.
MITek recommends that Stabilizers and required cross bracing
be Installed during truss erection, In accordance with Stabilizer
Installation guide.
NOTES (7)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=139mph (3seoond gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opst h=25ft; Cat 11; Exp B; End., GCpl=0.18;
MWFRS (envelope) automatic zone and C -C Exterlor(2) zone;C-C for members and forces & MWFRS for reactions shown; 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.
4) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-" tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 348 Ib uplift at Joint 2 and 348 Ib uplift at Joint
6.
6) •SemWgid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss.
7) Segn:A0015117,Date:09/27/2013
LOAD CASE(S) Standard
f=
LICENSE
No.42704
s;•TATE OF••j
4R10•'
William M. Ranieri, PE"'7rE IN' # 42704
Antorltan BuOders Supply, Winter Haven. FL 33880 Run: 7.3W s Sep 27 2012 Print 7.350 s Sep 27 2012 NWT•U Inausmes, M rn Sep 2r 1:f:5J [V 2u1 4 1
ID:WQNg7 RMrZuD57)XyZUIGrrKZQIu364RMCnBYCWFSe3Kft0k, R5 UfFGkwyZ
1 4-0 14-0-0 i
28-0.0 129_4-0
1 4 0 14-0-0 140 1 0
4.00 FIT
40 =
Scale: IWO'
3x4 — 28 27 26 25 24 23 22 21 20 19 1e
3x4 —
5w6 =
280.0
I Nss I ruse I
ypeI
Qty Ply Linton Enlerpriaes. Blare Residence
LOADING (psf) SPACING 2-0.0
TCLL 20.0 Plates Increase 1.25
CSI
TC 0.12
Dwg No 002I
lJob
7211M A02 Common Truss 1 7
Vert(TL) 0.01 17 n/r 120
BCLL 0.0 ' Rep Stress Inv YES
Job Reference (optional)
Antorltan BuOders Supply, Winter Haven. FL 33880 Run: 7.3W s Sep 27 2012 Print 7.350 s Sep 27 2012 NWT•U Inausmes, M rn Sep 2r 1:f:5J [V 2u1 4 1
ID:WQNg7 RMrZuD57)XyZUIGrrKZQIu364RMCnBYCWFSe3Kft0k, R5 UfFGkwyZ
1 4-0 14-0-0 i
28-0.0 129_4-0
1 4 0 14-0-0 140 1 0
4.00 FIT
40 =
Scale: IWO'
3x4 — 28 27 26 25 24 23 22 21 20 19 1e
3x4 —
5w6 =
280.0
Plate Offsets (X.Y): 123:0.3-0 0-3-01
LOADING (psf) SPACING 2-0.0
TCLL 20.0 Plates Increase 1.25
CSI
TC 0.12
DEFL In
Vert(LL) 0.00
Qoc) Well Ud
16 n/r 180
PLATES GWP
MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.10 Vert(TL) 0.01 17 n/r 120
BCLL 0.0 ' Rep Stress Inv YES WB 0.05 Horz(TL) 0.00 16 n/a n/a
BCDL 10.0 Code FBC2010/TP12007 Matsu) Weight: 133 Ib FT = 20%
LUMBER BRACING
TOP CHORD 20 SP Not 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 1044 oc bracing.
OTHERS 20 SP No.3 MITek recommends that Stabilizers and required cross bracing
be Installed during buss erection, In accordance with Stabilizer
Installation oulde.
REACTIONS All bearings 28.0-0.
Ib) - Max Horz 2=98(LC 12)
Max Uplift All uplift 100 ib or less at joints) 2, 24, 25, 26, 27, 22, 21, 20,19 except 28=-102(LC 12), 18=-102(LC
13), 16=-112(LC 9)
Max Grav All reactlons 250 Ib or less at joints) 2, 23, 24, 25, 26, 27, 22, 21, 20,19,16 except 28=276(LC 27),
18=276(LC 28)
FORCES Qb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown.
NOTES (11)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=139mph (3 -second gust) Vasd=108mph; TCDL=4.2pst BCDL=6.Opst h=25ft; CaL II; Exp B; End., GCpi=0.18;
MWFRS (envelope) automatic zone and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOI-0.60
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 as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 2x4 MT20 unless otherwise Indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0.0 oc.
7) This truss has been designed for a 10.0 pef bottom chord live load nonconcum3nt with any other live loads.
8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tell by 2-0.0 wide will fit
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) 2, 24, 25, 26, 27, 22,
21, 20,19 except at --lb) 28=102, 18=102,16=112.
10)'SemWgid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss.
11) Segn:A0015118,Date:09/27/2013
LOAD CASE(S) Standard
LICENSE':
No.42704
s• STATE OF
A,
OR
NAI.
William M. Ranieri, P # 42704
Job I nus Truss Type
DEFL in loc) Udefl Ud
Unbn Enterpriser Blake ResMa ce
Plates Increase 1.25 TC 0.54 Vert(LL) 0.25 8-30 >526 360
Dag No 003
726335 A03 COM MON TRUSS 1 t
Rep Stress Incr YES WB 0.54 Horz(TL) 0.01 6 Na n/a
Job Reference (optional)
Arrencen Bultlers Supply, Winter Haven, FL 33860 Run: 7.350 a Sep Z7 2012 PM[ 7.350 s Z7 201Z MITaI Ir10UY0'IeS, IIK FII Z7 13:53.30 2013 7
ID:WQNg7tkph91RMrZuD57;yZ IG MX7oyE4kgIU3PL703yrtcY IOremgJl_gHNyZ
1 U B-0.0 14-" 20-0-0 28-40 29 4-0
1 0 I 8-0-0 + 6.40
4.00 12
40 =
Scale: 1/4'=T
30 =
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
LUMBER
TOP CHORD 20 SP No.2
BOT CHORD 20 SP No.2
WEBS 20 SP No.3
OTHERS 20 SP No.3
14 13 12 11 Sub = 3x4 =
SPACING 2-0.0 CSI DEFL in loc) Udefl Ud PLATES GRIP
Plates Increase 1.25 TC 0.54 Vert(LL) 0.25 8-30 >526 360 MT20 244/190
Lumber Increase 1.25 BC 0.48 Vert(7L) -0.22 8-30 >598 240
Rep Stress Incr YES WB 0.54 Horz(TL) 0.01 6 Na n/a
Code FBC2010/TP12007 Matrix -M) Weight: 142 Ib FT = 20%t
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins.
BOT CHORD Rigid calling directly applied or 6-0-0 oc bracing.
MiTsk recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation aulde.
REACTIONS All bearings 1241-0 except at --length) 6=Da0, 9=0ao.
Ib)- Max Horz2=98(LC 16)
Max Uplift All uplift 100 Ib or less st joint(s)13, 14, 9 except 2=-123(LC 8), 12=409(LC 8), 6=438(LC 9)
Max Grev All reactions 250 Ib or less at jolnt(s)11,13.14.9, 2 except 2=259(LC 27), 12=852(LC 2), 6=707(LC 2)
FORCES (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3--487/320.3-4=-448/383,4-5---447/383,5-6=1321/1391
BOT CHORD 2-14=-361/590, 13-14=-251/288,12-13=251288,11-12=232864, 10-11=232/264,
9-10=-769/930,8-9=-769/930,6-8=-1523/1460
WEBS 5.10=-652/687, 3-10=-445/624, 3-12=-870/662
NOTES (10)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=139mph (3 -second gust) Vasd=108mph; TCDL=4.2psf BCDL=6.0psf h=25ft; COL 11; Exp B; End., GCpi=0.18;
MWFRS (envelope) automatic zone and C -C Exterlor(2) zone; porch left and right exposed;C-C for members and forces & MWFRS for
reactions shown; 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 ANSVTPI 1.
4) All plates are 20 MT20 unless otherwise Indicated.
5) Gable studs spaced at 2-0-0 oc.
6) This buss has been designed for a 10.0 psf bottom chord live load nonconcum3nt with any other live loads.
7)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-64) tall by 24)-0 wide will fit
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)13. 14, 9 except (jt=1b)
2=123,12=409,6=438,2=123.
9)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss.
10) Segn:A0015119,Date:09272013
LOAD CASE(S) Standard
LICENSE':
No.42704 : 5
7k
STATE OF I
t oR o
A,
Vr
Y
William M. Ranieri, PEVE9M # 42704
Job I Hiss I nr55 I ype Uty Pry Luton Enterprbee: Blake RealdarKe
Uug NO 006
726335 A07 SPECIAL TRUSS 2 1I lob Reference I
Arnenr8n aUMM SUpp1J. WMV Naven, FL .73660 NUn: 7. W S A-ep L/ LVIL Mn[ /.:7;w a Je L/ N7[ rorex eleueaes, rrc rn 4f
1Air N1J i
ID WONg7lkphdvlRMrZuD57jXyZ ICragBAa5Mb2cvOVIadN691NP 9kINDk7xzkNppyZ
1 0 7-311 12-0-2 14.0.0 208.5 28-"
7-311 + 4a1 1-11.4 i 6$5 1 7$11
Scale =1:48.7
4.00 F12 4x4 =
2x4
30 =
200 12 Zwt II 34 = 2011 3x4 =
LOADING (psf) SPACING 2.0.0 CSI DEFL In (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) 0.34 13-16 >429 360 MT20 244/190
TCDL 7.0 Lumber increase 1.25 BC 0.49 Vert(TL) 0.2613-16 >554 240
BCLL 0.0 Rep Stress Ina YES WB 0.55 Hort(TL) -0.02 2 n/a n/a
BCDL 10.0 Code FBC2010/TP12007 (Matrix -M) Weight: 134 Ib FT = 20%
LUMBER BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.11-7 oc purlins.
BOT CHORD 20 SP No.2 *Except' BOT CHORD Rigid telling directly applied or 4-9.14 oc bracing.
B2: 2x4 SP No.3 Mrrek recommends that Stabilizers and required cross bracing
WEBS 2x4 SP No.3 be Installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 0-8-0 except at --length) 11=0-7.4.
Ib) - Max Horz 2=123(LC 8)
Max Uplift All uplift 100 Ib or less at)oint(s) except 2=282(LC 8), 11=-384(LC 8), 7=-276(LC 9), 10=-384(LC 9)
Max Grav All reactions 250 Ib or less et joings) except 2=437(LC 27), 11=753(LC 27), 7=417(LC 28). 10=693(LC 28)
FORCES (Ib) - Max. CompJMax. Ten. - All forces 250 (ib) or less except when shown.
TOP CHORD 2 -3--73311070.3-4=721/563.4-5=-685/568,5-6=3361410.6-7=-761/823
BOT CHORD 2-13=1075/685,12-13=924/663,11-12=707/914,7-9=917/858
WEBS 3-13=-4831277, 3-12=-1138/1770, 10-12=299/549, 5-12=-466/622, 6-10=-014/665
NOTES (8)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=139mph (3 -second gust) Vasd=108mph; TCDL=4.2pst BCDL=6.Opst h=25ft; Cat II; Exp B; End., GCpl=0.18;
MW FRS (envelope) automatic zone and C -C Exterior(2) zone; porch left and right exposed;C-C for members and forces 8 MW FRS for
reactions shown; Lumber DOL=1.60 plate grip DOL --11.60
3) This thus has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) • This buss 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.
5) Bearing at joint(,) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 282 Ib uplift at joint 2, 384 Ib uplift at joint 11,
276 Ib uplift at joint 7 and 384 Ib uplift at joint 10.
7)'Seml-rigld pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this buss.
8) SegnA0015122,Date:09/272013
LOAD CASE(S) Standard
d
IIa
d
M.
LICENSE'•;
No.42704 :
s• STATE OF
A, OR OP•'•'•
NAL
William M. Ranieri, PE"'TR'TE 1142704
grnencan uurraers Juppy, wuwr maven, rt- jimu nun: /.aau a aup c r "It Inn[ r.J a ae c/ N c m r aw rnousvaa mc. rn xp c r J cv J
ID:WQNg7lkphdv1RMrZuD57jXyZ IGq)gBAa5Mb2a0Vi4Z691NNe9gUN7t7 cNDDYZ
1J 0 7311 14-0.0 16 4 9 21.4-0 28-0-0 291-0
1 4-0 I 7311 i
6-8-5
1
2-11.8 + 6.8-0
I
4.00 F12
4x4 =
Scale =1:48.7
2.00 12 2x4 11 2x4 11 4x8 = 3x6 =
K74a
LOADING (psi) SPACING 2-0.0 CSI
TCLL 20.0 Plates Increase 1.25 TC 0.68
TCDL 7.0 Lumber Increase 1.25 BC 0.76
BCLL 0.0 ' Rep Stress Ina YES WB 0.94
BCDL 10.0 Code FBC20101TP12007 (Matrix -M)
nus I ruse I ypeUpton
PLATES GRIP
MT20 244/190
Weight: 133 Ib FT = 20%
LUMBER
Enterprises; Stake Re fdenoe
TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-3 oc purlins.
T2: 2x4 SP M 30
Dwg No 007
721335 A08 Special Trutt 1 1
WEBS 1 Row at midpt 3-13
WEBS 2x4 SP No.3 Mrrek recommends that Stabilizers and required cross bracing
Job Reference I
grnencan uurraers Juppy, wuwr maven, rt- jimu nun: /.aau a aup c r "It Inn[ r.J a ae c/ N c m r aw rnousvaa mc. rn xp c r J cv J
ID:WQNg7lkphdv1RMrZuD57jXyZ IGq)gBAa5Mb2a0Vi4Z691NNe9gUN7t7 cNDDYZ
1J 0 7311 14-0.0 16 4 9 21.4-0 28-0-0 291-0
1 4-0 I 7311 i
6-8-5
1
2-11.8 + 6.8-0
I
4.00 F12
4x4 =
Scale =1:48.7
2.00 12 2x4 11 2x4 11 4x8 = 3x6 =
K74a
LOADING (psi) SPACING 2-0.0 CSI
TCLL 20.0 Plates Increase 1.25 TC 0.68
TCDL 7.0 Lumber Increase 1.25 BC 0.76
BCLL 0.0 ' Rep Stress Ina YES WB 0.94
BCDL 10.0 Code FBC20101TP12007 (Matrix -M)
DEFL in
Vert(LL) 0.51
Vert(TL) -1.09
Horz(TL) 0.44
hoc) I/deft Ud
11 >664 360
11 >308 240
7 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 133 Ib FT = 20%
LUMBER BRACING
TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-3 oc purlins.
T2: 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-1 oc bracing. Except:
BOT CHORD 2x4 SP M 30 'Except' 10-0-0 oc bracing: 10-12
B4: 2x4 SP No.3, B3: 2x4 SP No.2 WEBS 1 Row at midpt 3-13
WEBS 2x4 SP No.3 Mrrek recommends that Stabilizers and required cross bracing
be Installed during truss erection, In accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=958/0-8-0 (min. 0-1-8), 7=1001/0-8-0 (min. 0-1-8)
Max Horz 2=98(1-C 17)
Max Upllfl2=-332([C 8), 7=-332(LC 9)
Max Grav2=1109(1-C 2), 7=1156(LC 2)
FORCES (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-4515/1500, 3-4=-3278/1031, 4-5=-3255/1040, 5-6=-4217/1299, 6-7=-2482!830
BOT CHORD 2-14=1345/4281,13-14=-1356/4285,12-13=1131/4092, 5-12=-41/406, 7-9=-777/2381
WEBS 3-13=1206/573, 4-13=-429/1710, 5-13=1038/348, 9.12=740/2541, 6-12=-368/1649,
6-9=4231/432
NOTES (9)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=139mph (3 -second gust) Vasd=108mph; TCDL=4.2pst, BCDL=6.0psf: h=25ft; CaL II; Exp B; End., GCp1=0.18;
MWFRS (envelope) automatic zone and C -C Exterlor(2) zDne;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Plate(s) at joint(s) 13 checked for a plus or minus 3 degree rotation about Its center.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-" tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Bearing at joint(s) 2 considers parallel to grain value using ANSIIrPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 332 Ib uplift at joint 2 and 332 Ib uplift at joint
7.
8)'SemWgld pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss.
9) Segn:A0015123,Date:09/27/2013
LOAD CASE(S) Standard Ma
LICENSE•
No.4Z704
7k
STATE OF ;
gL %_4 4R10,. •'t1
William M. Ranieri, PE"TE4= # 42704
Amen ouiume zuppy, wwwr Haven, ru avow ID:WQNg7lkphofvl RMrZu057JXyZU`6 vEZNw69MM6;P;B478a&Wf FyZ7&k
7-3-11 1440 184-8 28-"2340
1 0 7-3-11 6-8-5 1 0
4.00 FIT
4x4 =
Scale =1:48.7
2.01)[_12 20 II 2x4 II 4x8 = 3x6 =
34 =
LOADING (psf) SPACING 2-0-0
I "in Iruss lypejQlyLi
hoc) Udell Ud PLATES GRIP
ton EnftMn ea; &kaaReadance
TC 0.67 Vert(LL) 0.51 13-14 >660 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25
0M'B No 008
jJob
72sm A09 Special Tn= 7 1
Horz(TL) 0.45 7 n/a rda
BCDL 10.0 Code FBC2010/TP12007 Matrix -M)
Job Reference (optional)
Amen ouiume zuppy, wwwr Haven, ru avow ID:WQNg7lkphofvl RMrZu057JXyZU`6 vEZNw69MM6;P;B478a&Wf FyZ7&k
7-3-11 1440 184-8 28-"2340
1 0 7-3-11 6-8-5 1 0
4.00 FIT
4x4 =
Scale =1:48.7
2.01)[_12 20 II 2x4 II 4x8 = 3x6 =
34 =
LOADING (psf) SPACING 2-0-0 CSI DEFL In hoc) Udell Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) 0.51 13-14 >660 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.94 Vert(TL) -1.0713-14 314 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(TL) 0.45 7 n/a rda
BCDL 10.0 Code FBC2010/TP12007 Matrix -M) Weight: 131 Ib FT = 20%
LUMBER BRACING
TOP CHORD 20 SP No.2'Excepr TOP CHORD Structural wood sheathing directly applied or 2-2-8 oc puriins.
T2: 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except:
BOT CHORD 20 SP No.2'Excepr 10-" oc bracing: 10-12
B1: 2x4 SP M 30, B4: 2x4 SP No.3 WEBS 1 Row at midpt 3-13
WEBS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing
be Installed during truss erection, In accordance with Stabilizer
Installation guide.
REACTIONS (lb(size) 2=950/0-8-0 (min. 0.1-8), 7=989/0-0-0 (min. 0-1-0)
Max 1-1orz2=98(LC 17)
Max Uplift2=337(LC 8), 7=539(LC 9)
Max Grav2=1101(LC 2).7=1 145(LC 2)
FORCES (lb) -Max. CompJMax. Ten. -Ail forcers 250 (Ib) or less except when shown.
TOP CHORD 2-3=-4471/1525, 3-4=5229/1059, 4-5=3205/1068, 54=-4119/1355, 6-7=-2447/848
BOT CHORD 2-14=-1368/4239,13-14=-138014243,12-13=118313998,5-12=-W358 , 14=-1368/4239,13-14=-1380/4243,12-13=1183/3998,5-12=56/358, 7-9=-000/2374
WEBS 3-13=1211/570, 4-13=-446/1678, 5-13=991/374, 9-12=-769/2490, 6-12=-404/1588,
6-9=-1197/454
NOTES (9)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=139mph (3 -second gust) Vasd=108mph; TCDL=4.2psf. BCDL=6.Opst h=25ft; CaL 11; Exp B; Enci., GCpi=0.18;
MWFRS (envelope) automatic zone and C -C Exterlor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Plate(s) at Joint(s) 13 checked for a plus or minus 2 degree rotation about its center.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 34-0 tell by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Bearing at joint(s) 2 considers parallel to grain value using ANSIIrPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 337 Ib uplift at Joint 2 and 339 Ib uplift at)olnt
7.
8)'SemWgid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss.
9) SegnA0015124,Date:09/272013
LOAD CASE(S) Standard
CENSE.
N0.42704
STATE OF
s VA„
William M. Ranieri, PE-VIT ' E # 42704
AMBACen BUIM a supply. Wuroer Haven, R. 33eeo Run• 7.350 a Sep z7 207Z vnni 7.350 a se Z7 207Z nn7ex Irousaras, IIID. Yn s pp 27 73 D3:3Z 2073
ID:WQNg7ticplxfvlRMrZuD571XyZUIG Nw67MM*
K
fHnByZ
1 0 4-2-0 8.2-0 11-11-2 16-4-0 17$-0
1 4-0 4-20 4-0-0 3-9.2 44-14 1 0
Scale =1:29.7
40 =
Truss Truss Type QtY Ply Lk4on EnbrprNse; Blake Reeleenoe
r726335 Dwp No 009
801 GABLE 1 1
18 0
Job Reference (Optional)
AMBACen BUIM a supply. Wuroer Haven, R. 33eeo Run• 7.350 a Sep z7 207Z vnni 7.350 a se Z7 207Z nn7ex Irousaras, IIID. Yn s pp 27 73 D3:3Z 2073
ID:WQNg7ticplxfvlRMrZuD571XyZUIG Nw67MM*
K
fHnByZ
1 0 4-2-0 8.2-0 11-11-2 16-4-0 17$-0
1 4-0 4-20 4-0-0 3-9.2 44-14 1 0
Scale =1:29.7
40 =
LUMBER
TOP CHORD 20 SP No.2
BOT CHORD 20 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING
TOP CHORD
BOT CHORD
REACTIONS Ob/size) 2=378/0-8-0 (min. 0-1-8), 6=486/0-8-0 (min. 0-1-0), 9=299/0-8-0 (min. 0-1.8)
Max Horz2=60(LC 17)
Max Uplif12=245(1-C 8), 6=212(LC 9),9=125(1-C 8)
Max Grav2= 40(LC 2), 6=565(LC 2), 9=347(LC 2)
FORCES (lb) - Max. Comp./Mex. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-578/532.3-4=5931283,4-5---601/282,5-6=927/471
BOT CHORD 2-10=546/610, 9-10=521/461, 8-9=321/461, 6-8=-381/860
WEBS 5-8=-364258, 3-10=283/115
Structural wood sheathing directly applied or 6-0-0 oc purlins.
Rigid ceiling directly applied or 94-12 oc bracing.
Mffek recommends that Stabilizers and required cross bracing
be Installed during truss erection. In accordance with Stabilizer
Installation guide.
NOTES (9)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=139mph (3 -second gust) Vesd=108mph; TCDL=4.2psf, BCDL=6.Opsf; h=25i; Cat. II; Exp B; End., GCpi=0.18;
MWFRS (envelope) automatic zone and C -C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
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 as applicable, or consult qualified building designer as per ANSUTPI 1.
4) Gable studs spaced at 2.0-0 oc.
5) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads.
6)' This buss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 35.0 tall by 24)-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 245 Ib uplift at Joint 2, 212 Ib uplift at Joint 6
and 125 Ib uplift at Joint 9.
8)'SemWgid pitchbreaks with fired heels' Member end fbdty model was used In the analysis and design of this truss.
9) SegnA0015125,Date:09272013
LOAD CASE(S) Standard
NL
LICENSE
s No.42704
z;.• TATE OF
Jo
William M. Ranieri, 42704
30 = 3x4 =
42-0 5-0-0 8-2-0 11-11-2 18 0
4-2-0 0 10-0 3-2-0 3 8 2 44-14
Plate Offsets MY): 16:0-2-0.Ed9e), [8:0-2-8.04-0)
LOADING (psf) SPACING 24)-0 CSI DEFL In (loc) I/deft Ud PLATES GWP
TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) 0.07 8-18 999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.49 Venn) 0.19 848 707 240
BCLL 0.0 • Rep Stress Incr YES WB 0.12 Horz(TL) 0.02 6 Ne We
BCDL 10.0 Code FBC2010/TP12007 Matrix -M) Weight: 73 Ib FT = 20%
LUMBER
TOP CHORD 20 SP No.2
BOT CHORD 20 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING
TOP CHORD
BOT CHORD
REACTIONS Ob/size) 2=378/0-8-0 (min. 0-1-8), 6=486/0-8-0 (min. 0-1-0), 9=299/0-8-0 (min. 0-1.8)
Max Horz2=60(LC 17)
Max Uplif12=245(1-C 8), 6=212(LC 9),9=125(1-C 8)
Max Grav2= 40(LC 2), 6=565(LC 2), 9=347(LC 2)
FORCES (lb) - Max. Comp./Mex. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-578/532.3-4=5931283,4-5---601/282,5-6=927/471
BOT CHORD 2-10=546/610, 9-10=521/461, 8-9=321/461, 6-8=-381/860
WEBS 5-8=-364258, 3-10=283/115
Structural wood sheathing directly applied or 6-0-0 oc purlins.
Rigid ceiling directly applied or 94-12 oc bracing.
Mffek recommends that Stabilizers and required cross bracing
be Installed during truss erection. In accordance with Stabilizer
Installation guide.
NOTES (9)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=139mph (3 -second gust) Vesd=108mph; TCDL=4.2psf, BCDL=6.Opsf; h=25i; Cat. II; Exp B; End., GCpi=0.18;
MWFRS (envelope) automatic zone and C -C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
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 as applicable, or consult qualified building designer as per ANSUTPI 1.
4) Gable studs spaced at 2.0-0 oc.
5) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads.
6)' This buss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 35.0 tall by 24)-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 245 Ib uplift at Joint 2, 212 Ib uplift at Joint 6
and 125 Ib uplift at Joint 9.
8)'SemWgid pitchbreaks with fired heels' Member end fbdty model was used In the analysis and design of this truss.
9) SegnA0015125,Date:09272013
LOAD CASE(S) Standard
NL
LICENSE
s No.42704
z;.• TATE OF
Jo
William M. Ranieri, 42704
Anwicen BOOM 5UPPIy, WInter Neven, FL =W KU =a[U1ID:WONg7t;pRMr[
ZunD57i)
aZUaIxG+
pnc8ioc u,Gc8,wd7,u8ws,
dnGuuoasu
wtW,„
ew:
E. ArT„oaXeyyScl.r EnpPGDUUtyZ
7 0 5-8-0 11.4-0 12.8-0
5-8-0 + 55-8,0
Scale =1:21.9
4x4 =
3x4 = 630 =
2x4 11
1
LOADING (psf)
rusS 1russ lype Uly Ply Unto EnWprbw-. Blake Residence
I/defl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25
D'•'9 No Otor72$335 COt GABLE t t
Job Reference nal
Anwicen BOOM 5UPPIy, WInter Neven, FL =W KU =a[U1ID:WONg7t;pRMr[
ZunD57i)
aZUaIxG+
pnc8ioc u,Gc8,wd7,u8ws,
dnGuuoasu
wtW,„
ew:
E. ArT„oaXeyyScl.r EnpPGDUUtyZ
7 0 5-8-0 11.4-0 12.8-0
5-8-0 + 55-8,0
Scale =1:21.9
4x4 =
3x4 = 630 =
2x4 11
1
LOADING (psf) SPACING 2-0-0 CSI DEFL In loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) 0.03 5 n/r 180 MT20 2441190
TCDL 7.0 Lumber Increase 1.25 BC 0.29 Vert(TL) 0.06 5 n/r 120
BCLL 0.0 ' Rep Stress Ina YES WB 0.06 Horz(TL) 0.00 4 Ne n/a
BCDL 10.0 Code FBC2010/TPI2007 Matrix) Weight: 41 Ib FT = 20%
LUMBER BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 20 SP No.3 MITek recommends that Stabilizers and required cross bracing
be Installed during buss erection, In accordance with Stabilizer
Installation aulde.
REACTIONS (Ib/alze) 2=220/11-4-0 (min. 0-1-8),4=2201114-0 (min. 0-1-0), 6=402M I-4-0 (min. 0-1-0)
Max Horz 2=45(LC 12)
Max Uplifl2=143(1-C 8),41=149(1-C 9), 6=-80(LC 8)
Max Grev2=267(LC 27), 4=267(LC 28), 6=462(LC 2)
FORCES (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown.
WEBS 3-0=-019/217
NOTES (10)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=139mph (3 -second gust) Vasd=108mph; TCDL=4.2pst BCDL=6.Opst h=25ft; Cat 11; Exp B; End., GCpl=0.18;
MWFRS (envelope) automatic zone and C -C Extertor(2) zone;C-C for members and forces & MWFRS for reactions shown; 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 ANSI/TPI 1.
4) Gable requires continuous bottom chord bearing.
5) Gable studs spaced at 2-0-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)' 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 tell by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 143 Ib uplift at joint 2, 149 Ib uplift at Joint 4
and 80 Ib uplift at joint 6.
9)'SemMgld pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss.
10) Segn:A0015126,Date:09/272013
LOAD CASE(S) Standard
A' N• I qy
LICENSE 0
r No.42704
z *
7k
STATE OF
UN, o op.
eew•e•••
AIAI.
William M. Ranieri, PEO19ETM # 42704
GENERAL VALLEY NOTES:
1) RAFTERS TO BE 2x4 SPACED 24" O.C. UP TO 8', USE 2x6 UP TO 12' LENGTH.
2) RAFTER LENGTHS (FROM RIDGE TO CLEAT) OVER 12'4- TO HAVE (2x4) COLLAR
TIE, OR KICKER, AT 1/2 RAFTER SPAN (UP TO 24'-0" MAX RAFTER LENGTH).
3) RIDGE BOARD SHALL BE 2x6 MIN. FOR 2X4 RAFTERS, & 2X8 MIN. FOR 2X6 RAFTERS.
4 ATTACH RAFTERS 4' OR LONGER TO RIDGE BOARD AND CLEAT USING (1) USP
H2.5A CONNECTOR, NAILED 8-8d, ALL OTHERS TOENAIL WITH 10d.
5) ALL CONVENTIONAL FRAMING LUMBER SHALL BE SPF STUD GRADE OR BETTER.
SEE GENERAL (AS REQUIRED, NOTES).
O
HUGHES HUS -26 FASTENED TO
v 1) USP H2.5A AT END OF PEAK OF PREVIOUS TRUSS.
D g ACH FRAMING MEMBER. TRUSSES BELOW
O T =
M 0
SEE VALLEY NOTE #4.)
m 5? 10d GUN
m ILS EACH END.
2-2x4) CLEAT UNDER VALTFRAMIN
m ANCHOR TO EACH TRUSS BELOW WITH (4) 10d NAILS FOR VALLEY RAFTERS UNDER
IS SHEATHINGVANDLESS. OVER V USE USP H2.5A CLIPS. IF CLEAT OVER
AND VALLEY RAFTER IS OVER 6' USE (1 3/8" x 4" LAG SCREW WITH 1" WASHER
AROUND
Z E OW
SPASLOT
CED (3) TRUSSES MAXIMUM
OR EQUALTRUSSCLEAT,
O G 0
N m2
REPAIR FOR BROKEN WEB/CHORD
REPAIR: (REF. ND5-ill)
1) SHORE TRUSS TO PROPER LEVEL
2) REALIGN DROKEN WED
3) APPLY APPROPRIATE 5CAD AND NAILING A5 INDICATED IN TADLE DELOW.
5CAD 5HALL DE OF THE SAME SIZE. GRADE. AND 5PECIES AS THE WED MEMBER (U.N.O.) OR DETTER.
ALL NAIL VALUES ARE DA5ED UPON PNEUMATIC DRIVEN 10d GUN NAILS AND S.Y.P. LUMBER.
NOTE:
NAILS 5HALL DE DISTRIDUTED SO THAT THE
END DISTANCE. EDGE D15TANCE, AND SPACING
WILL AVOID UNUSUAL SPLITTING OF THE WOOD.
1 U 11 -IL NHILS
10d GUN)
UHUKU/ Wtb
FORCE (LBF.)
MIN. St-Mb—
LENGTH (FT.)
7 714- 2'0"
9 918- 2'-6-
11 1122- 3'0"
13 1326- 3'6"
15 1530- 4'0"
17 173411 4'6"
19 19381, 5'0"
23 2346- 5'6"
25 2550- 6'0-
27 2754- 6'6"
29 2958- 7'0"
31 3162- 7'6"
33 3366- 8'0"
35 3570- 8'6"
37 3774- 9'0"
39 3978- 9'6"
41 4182- 10'0"
43 4386- 10'6"
45 4590- 11'0"
47 4794- 11'6"
49 499811 12'0"
NOTE:
5CAD DOTH 51DE5, SAME 51ZE E 5PECIE5 OF
WED/CHORD. TOTAL NAILS INCLUDE DOTH 5CAD5.
STRESS INCREASE = 114 OR 102#/NAIL
1/ 2 MINLENGTH NAILED
TO UNPAMA07 %010N
MF. TO -- N09 9LOV
INCREASE MIN.LENGTH A5 REQ'D TO HAVE
1/2 LENGTH NAILED INTO UNDAMAGED 5ECTION.
EPRE5ENT5 THE TOTAL NUMDER OF NAILS
REQUIRED FOR SCAD5 ON DOTH SIDES NAILS
5HALL DE EVENLY DIVIDED DETWEEN DOTH SCADS
ON EACH 51DE OF
AmericanABSBuilders
Supply
1801 7th Street SW- Winter Haven, Fl. 33880 Phone: 863-294-0611 Fax: 863-293-1561
William RENg
FLORIDA PROFE iL fFfEE
POP
LICENSE 11421Wa 4270
William M. Ranieri, 42704
TYPICAL CORNER SET INSTALLATION
A VAeIE5
I
MICAI. COUP JACK (HJ)
NOTE:
PLATES SHOWN ARE MINIMUM
SIZE. 20 GAUGE TRU55 CONNECTOR
GUSSETS ATTACHED TO EACH JOINT.
60TH FACES
MINIMUM GRADE OF LUMDER
TOP CHORD (2x-): NO. 2ND SYP`
DOTTOM CHORD (2x-): NO 3ND SYP
WEDS (2x-): NO 3 SYP
EXCEPT #3 5YP CHORD 5' SPAN
TYPICAL LOADING (P.5 F.)
TILE SHINGLES
TOP LIVE LOAD: 20 20
TOP DEAD LOAD: 15 7
BOTTOM DEAD LOAD: 10 10
TOTAL: 45 37
5TRE55 INC. 1.25 1.25
WIND DESIGN: MAX. 140 MPH PER
ASCE 7-10
12 (2) IOd NAL5
I VATS MON& 5055015 PCXf0M COM
I (
2) IOdM5
L
1WIC& OPEN JACK (CJ'5) Ok (Q- 5)
5) IOd NAIL5
EACH SIDE
2) IOd NA115
EACH 5117E
12 (5) IOd NNL5
VAJE5 EACH 5117E
2) IOd NAllS
EACH 5117E
TYPICAL 50550P5 COUP JACK (HJ)
EJC#)
L-' S
CONNECfION DETAIL
1-1 # # (
2) IOd GUN NA115
s EOK EACH LOCATION
SHOWN
MC& C01'NEt? SET LAYOUT
AmericanAbABSBuilders
WA, Supply
1801 7th Street SW - Winter Haven, Fl. 33880 Phone: 863-294-0611 Fax: 863-293-1561
FWilliam M.
t
IDA PROFE 1
William M. Ranieri,
C'OI li*
42704
TYPICAL GABLE END DETAIL
M'ICk 171A60NAL KKE
AffAClW TO MEPfI 9-
5EE TAf31-E FOP MA)(IMUM
HEM5
Al Praclrq to 6e a Minimum
5PF Stud Grade or Better
TYPICAL GABLE END
MINIMUM GRADE OF LUMBER
TOP CHORD (2x4): NO. 2 5YP
DOT CHORD (2x4): NO. 2 5YP
WED5 (2x4) NO. 3 5YP
2) CONNECTOR PLATE5 MINIMUM
1) 20 GAUGE AT EVERY JOINT
TYPICAL LOADING (P.5 F.)
IVI IAIIVI VIVI I It- t.A I I I "VLL
WIND VELOCITY - 140 M.P.H.
TILE. SHINGLES
TOP LIVE LOAD 20 20
TOP DEAD LOAD: 15 7
DOTTOM DEAD LOAD: 10 10
TOTAL: 45 37
5TRE55 INC. 1.25 1.25
3'4" 4'10" 6'5"
I I r IC& 1x'1 OF 2x4 "
Ll,
II I I
WKE, (IF APPLICAf31.E.) ,
N Lei? TO \/=CAI. -
E TAPLe FOP MAX.
W6K5
Exterior Grade 5heathlrq
Ix9 OP 20 l3
A5 PEQU11TV
L" BRACE DETAIL
NOTE:
1) USE 8d GUN NAIL5 AT 4" O.C. FOR 1x4 AND
10d AT 4" O.C. FOR 2x4
2) IF STRUCTURAL SHEATHING 15 USED ON THE
FACE OF LADLE THE ENGINEER OF RECORD
MAY DEEM L-DRACING UNNECESSARY.
w vn I u A I Irti1 IT T w DI r
VC 1 VIVV I M7 LC.IVU I n V7C 4XV.
American
AB Builders
Supply
1801 7th Sweet SW - Winter Haven, Fl. 33880 Phone: 863-294-0611 Fox: 863-293-1561
William M. R
FLORIDA PROFESS
LICENSE #
William M. Ranieri,
No. 4270 I )-*
P_,
42704
IVI IAIIVI VIVI I It- t.A I I I "VLL
WIND VELOCITY - 140 M.P.H.
SPACING OF
VERTICALS
MAX LENGTH
NO DRACE
MAX. LENGTH
1x4 DRACE
MAX LENGTH
2x4 DRACE"
MAX. LENGTH
2x6 DRACE
12" 4'2" 611" 8'G" 13110"
16" 3'10" 5'11" 7'10" 12'3"
24" 3'4" 4'10" 6'5" 10'0"
VC 1 VIVV I M7 LC.IVU I n V7C 4XV.
American
AB Builders
Supply
1801 7th Sweet SW - Winter Haven, Fl. 33880 Phone: 863-294-0611 Fox: 863-293-1561
William M. R
FLORIDA PROFESS
LICENSE #
William M. Ranieri,
No. 4270 I )-*
P_,
42704
WEB LATERAL BRACING RECOMMENDATIONS
TYPE F 6RAGING MATERIALS
A 10 #2 STD. CONST. (5PF, OF. HF. OR 5YP)
20 #3 5TD. CONST. (SPF. DF, HF, OR 5YP)
G 2x4 #3 5TD. CONST. (5PF. DF. HF, OR 5YP)
p 2x6 #3 5TD. CON5T. (5PF. DF. HF. OR 5YP)
CNG (X-f3f 1N(A)
5 FOU CHWO
Od GUN KNL5
5a NOM5 4
ANI7 5)
VU55 V90
t9M V5
C IL
GENERAL NOTES:
I) THE DIAGONAL BRACING Ix- BRACING) TRANSFER THE CUMLLATIUE LATERAL
BRACE FORCES INTO THE ROOF AND/OR CEILING DIAPHRRGM. NO ADDITIONAL
LATERAL FORCE HAS BEEN ADDED FOR WIND
2) THESE DIAPHRAGM CALCULATIONS ARE BASED ON THE LATERAL BRACE
CARRYING 2Z OF THE WEB FORCE.
3) DIRGONFL BRACING MATERIAL MUST BE THE SAME SIZE AND GRADE IOR BETTER)
AS THE LATERAL BRACING MATERIAL FIND SHALL BE NAILED AT EACH END AND
EACH INTERMEDIATE TRUSS WITH 121 10d GUN NAILS (13) 10d GUN NAILS FOR
2x6 DIAGONALS)
4) CONNECT LATERAL BRACE TO EACH TRUSS WITH 12) 10d GUN NAILS 1131 10d
GUN NAILS FOR 2x6 LATERAL BRACES).
5) THE 10d NAILS SPECIFIED SHOULD BE 3.0' LONG AND .131' IN DIAMETER
6) LATERAL BRACING SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST
ONE TRUSS SPACE FOR CONTINUITY
7) FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF TRUSS
BRACING REFER TO BCSI-BI SUMMARY SHEET.
8) SEE SEPARATE TRUSS ENGINEERING FOR WEB FORCES
VVIV 1 RVLLCV V I L VIVIVGIi I IVIV
MAX. FORCE5 FROM MITEK DETAIL # 1-15-001-080193
American
Builders
Ame.lua aumen SupplyS4vvb , ABS
1801 7th Street SW - Winter Haven, FI. 33880 Phone: 863-294-0611 Fax: 863-293-156
William M.
FLORIDA PROM
LICENSL
William M. Ranieri, PE*'FE9M # 42704
MHXIMUM Wtb 1-UI<Lt ILbZJ J"
24" ON CENTER 48" ON CENTER 72" ON CENTER
X -BRACE
BRACING MATERIAL TYPE BRACING MATERIAL TYPE BRACING MAT. TYPE
BAY 51ZE
A D G D A D C D C D
10'-0" 4600 ' 4600 ' 4600 " 6000 ' 1344 4600 ` 4600 ' 6000 ` 4034 6382
12'-0" 3642 ` 3942 ' 3942 ' 5g14 ' 1344 3942 ' 3g42 5914 ' 3942 5914 '
14'-0" 3450 ' 3450- 3450- 5175 ' 1344 3450 ' 3450 ` 5175 " 3450 ' 5175 '
16'-0" 3066. 1 3066- 1 3066 ' 4600 " 1344 3066- 3066 ' 4600 " 3066- 4600-
18'-0" 2760 ` 2760 ' 2760 ' 4140 " 1344 2760 ' 2760 " 4140 2760 ' 4140 '
20'-0" 2509 ' 2509 ' 250g ` 3763 ` 1344 2508 " 250g ' 3763 ' 2509 ' 3763 '
VVIV 1 RVLLCV V I L VIVIVGIi I IVIV
MAX. FORCE5 FROM MITEK DETAIL # 1-15-001-080193
American
Builders
Ame.lua aumen SupplyS4vvb , ABS
1801 7th Street SW - Winter Haven, FI. 33880 Phone: 863-294-0611 Fax: 863-293-156
William M.
FLORIDA PROM
LICENSL
William M. Ranieri, PE*'FE9M # 42704
TYPICAL PIGGYBACK ATTACHMENT DETAIL
20 rbIlIN5 - At 98" O.C.
SWM F02 FILL CoNfACf
SEE NOTE #x 5EE NOfE #1
5EE NOfE #513
5E N # 2A IGGY3 TRI55 5E: OTE NOSE # 2C3
INTMACE IWITACE
5EE NOTE # 2A I I \-5EE NOTE #M
TYPICAL LOADING P.5.F.)
TILE SHINGLES:
TOP LIVE LOAD: 20 20
TOP DEAD LOAD: 15 7
BOTTOM DEAD LOAD: 10 10
TOTAL 45 37
5TRE55 INC. 1.25 1.25
WIND DE516N: MAX. 140 MPH PER
A5CE 7-10
NnTE-
I) 2x4 PURLIN5 ON FLAT TOP CHORD 5ECTION OF I5A5E TRU55 AT ALL JOINTS.
NOT TO EXCEED 4'-0" O.G. OR THE MAXIMUM ALLOWADLE PURLIN 5PAGIN6
OF BASE TRU55- (5EE DA5E TRU55 ENGINEERING FOR MAX. 5PAGIN6)
ATTACH PURLIN5 TO TOP GHORD OF DA5E TRU55 WITH MIN. 2 EA. 10cl NAILS
2) IF SHEATHING DOES NOT OVERLAP PIGGYBACK / 15A5E TRU55 INTERFACE DY AT
LEAST 12" ATTACH PIGGY DACK U511\16 ONE OF THE FOLLOWING:
a- 1-1/4" X 12" 20 GAUGE 5TRAP (USP # L5TA-12 OR EQUIVALENT) TO ONE 51DE OF
TRU55 CENTERED ON INTERFACE WITH MIN. 5 EA. 8D NAIL5 EACH 51DE OF INTERFACE;
0- 2 X 4 X 4'-0" GRADED 5CA6 TO ONE SIDE OF TRU55 CENTERED
ON INTERFACE WITH MIN. 10d NAIL5 STAGGERED 3" O.G. FULL LENGTH OF 5CAD;
c- 6" X 8" NOM. 1/2" STRUCTURAL 5HEATHING GU55ET PLATE TO DOTH SIDES OF
TRU55 CENTERED ON INTERFACE WITH MIN. 5 EA. 8d NAIL5 EACH SIDE OF INTERFACE.
3) FOR PI66YDACK5 OVER 16-0" IN LENGTH U5E ONE OF THE FOLLOWING
IN ADDITION TO THE ADOVE REQUIREMENTS
a- ATTACH MITEK 18 go 7H HAMMER ON PLATES ON EACH SIDE OF TRU55 AT EACH
DA5E TRUSS JOINT;
b- U5P FRAMING ANCHOR HCDP OR SIMPSON H 2.5. ONE CONNECTED TO PIGGYDACK AND
PURLIN, AND ONE CONNECTED TO PURLIN AND EASE TRU55 5TARTING AT MIDDLE
OF P166YDACK AND EVERY OTHER PURLIN;
c- 6" X8" 1/2" STRUCTURAL 5HEATHING GUSSET PLATE AT EACH EASE TRU55 JOINT,
DOTH 51DE5 OF TRU55, U51NG MIN. 3 EACH 6d NAILS EACH CHORD- (TOTAL 12 NAILS)
AmericanABuilders
Amnk.a 9a0das SupplySwV1YABS
1801 7th Street SW - Winter Hoven, Fl. 33880 Phone: 863-294-0611 Fax: 863-293-1561
William M.
LICEN
William M. Ranieri, PE'TEWE # 42704
WEB (L & T) BRACING RECOMMENDATIONS
11 plod GUN NNL5
C.
L-w,Aa
WE13
L -BRACE SECTION
TYPICAL T -BRACING
1-1312fa
WEf3
T -BRACE SECTION
NOTE:
1) T -BRACING TO DE U5E0 WHEN CONTINUOUS LATERAL DRACIN6 15 IMPRACTICAL
T-DRACE MU5T COVER q0% OF WED LENGTH.
2) L-DRACE CONFIGURATION MAY DE U5ED IN LIEU OF T-DRACE.
3) MATERIAL 5HALL DE SPF OR 5YP GRADED LUMDER.
xV I cxV I LAV I LAV
American
Builders
AmerksaBoiMm SupplySgphABS
1801 7th Street SW - Winter Haven, FI. 33880 Phone: 863-2940611 Fax: 863-293-1561
William M.
FLORIDA PROFE;
LICENSE
4AV
1 1
I P42%.4270
William M. Ranieri, 42704
PER SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING IN TRUSS ENGINEERING)
ONE -PLY TRUSS TWO-PLY TRUSS
WEB SIZE 1 ROW 2 ROWS 1 ROW 2 ROWS
2x3 1x4 2x4 2x4 2x4
2x4 1x4 2x4 2x4 2x4
2x6 1x6 2x6 2x6 2x6
xV I cxV I LAV I LAV
American
Builders
AmerksaBoiMm SupplySgphABS
1801 7th Street SW - Winter Haven, FI. 33880 Phone: 863-2940611 Fax: 863-293-1561
William M.
FLORIDA PROFE;
LICENSE
4AV
1 1
I P42%.4270
William M. Ranieri, 42704
General Notes
Required Interior bearing walls shown Q
heights noted
Trusses may not be cut or altered In any way
without prior authorization from ABS, Inc.
Any trusses that are cut or altered without
authorization will be repaired or replaced at the
customers expense
No backcharges of any kind will be accepted
without prior review and written consent from
ASS, Inc.
For proper truss handling and bracing, refer to
the 'TPI" documents "SCSI -81 through S4"
Any mufti -ply trusses must be attached
together per the engineering specifications prior
to Installation
Permanent and temporary bracing Is the
responsibility of the truss Installer. The
Engineer of Record" for the project Is
responslbile for the design of the permanent
bracing, the dlaphram system, shear walls, and
structural elements to resist lateral loads from
wind and or seismic activity. The "EOR" Is also
responsible to call out the required strapping
materials to sufficiently attach the trusses to the
load bearing structure below, to verify truss
design spec4ficatlons (pitch, span, profiles,
applied loading, wind application, etc.), and for
the overall design and placement plan of the truss
system.
If any job site accidents occur Involving
trusses, the Installer must Immediately stop work
on the project and notify a representable of ABS,
Inc.. All trusses Involved In an accident must be
Inspected by a licensed structural engineer to
determine the cause of the accident. The builder
assumes all liability If trusses Involved In an
accident are altered or moved In any way before
an Inspection Is completed. All de-cislons
regarding necessary repairs or replacement of
trusses will be based on the recommendation of
the report sub-mItted by the structural engineer.
Loading and Design Criteria
24" O.C.
Design FBC2o12
Roof Floor
Code TP12007
TC LL 20 40 Mean Hgt 25
TC DL 7 10 Wind Speed 139
BC LL 0 0 Exposure B
BC DL 10 5
N
O
1.25
r
O
r
O
r
O O
r
O
r
O
r
O
r
O
r
O
r
O
r
O
CO
O
CO
O
O
O
O
O
tT
O
M
O
CD
O
M
O
tT
O
M
O
CD
O
Il-
O
fl-
O
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O
t—
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a a Q Q a a Q a a Q a a Q a a a a a a Q a a a a a a m U o
0
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J_ W
r
W Q
UU
02
W ~
I r
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y I CO
1.0I 00
I
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I JW
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I F.. W Q
0 C I
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00
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ao
I
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IF- 11
O O
49-06-00
0 0
52-00-00
General Notes
Required Interior bearing walls shown Q
heights noted
Trusses may not be cut or altered In any way
without prior authorization from ABS, Inc.
Any trusses that are cut or altered without
authorization will be repaired or replaced at the
customers expense
No backcharges of any kind will be accepted
without prior review and written consent from
ASS, Inc.
For proper truss handling and bracing, refer to
the 'TPI" documents "SCSI -81 through S4"
Any mufti -ply trusses must be attached
together per the engineering specifications prior
to Installation
Permanent and temporary bracing Is the
responsibility of the truss Installer. The
Engineer of Record" for the project Is
responslbile for the design of the permanent
bracing, the dlaphram system, shear walls, and
structural elements to resist lateral loads from
wind and or seismic activity. The "EOR" Is also
responsible to call out the required strapping
materials to sufficiently attach the trusses to the
load bearing structure below, to verify truss
design spec4ficatlons (pitch, span, profiles,
applied loading, wind application, etc.), and for
the overall design and placement plan of the truss
system.
If any job site accidents occur Involving
trusses, the Installer must Immediately stop work
on the project and notify a representable of ABS,
Inc.. All trusses Involved In an accident must be
Inspected by a licensed structural engineer to
determine the cause of the accident. The builder
assumes all liability If trusses Involved In an
accident are altered or moved In any way before
an Inspection Is completed. All de-cislons
regarding necessary repairs or replacement of
trusses will be based on the recommendation of
the report sub-mItted by the structural engineer.
Loading and Design Criteria
AMERICA,\,
BUILDERS SUPPLY
Linton
726335 1 FAM I CDH 1 9/27/2013
William M. Ranieri, PE FL Lic # 42704
Design FBC2o12
Roof Floor
Code TP12007
TC LL 20 40 Mean Hgt 25
TC DL 7 10 Wind Speed 139
BC LL 0 0 Exposure B
BC DL 10 5
Duration 1.25 1.00
AMERICA,\,
BUILDERS SUPPLY
Linton
726335 1 FAM I CDH 1 9/27/2013
William M. Ranieri, PE FL Lic # 42704
William M. Ranieri, PE FL Lic # 42704
Boundary Survey
OWCE PERMIT # 13- 3Yy
Legal Description:
Lot 3, and Y2 of the alley adjacent on the North, Block 12, Tract B, Town of Sanford, according
to the Plat thereof, as recorded in Plot Book 1, page 56, of the Public Records of Seminole
County, Florida.
A
PRN. - PERMANENT REFERENCE MONUMENT
B B R E V I A T I O N L E G E N D
CONCRETE
CHAIN UNK FENCE
W.N.
F.H.
WATER METER
FIRE HYDRANTC.Y. CONCRETE MONUMENT EL ELEVATION CONC. C.LF.
P.O.C. - POINT OF COMMENCEMENT P.B. PUT BOOK A/CTYP. AIR CONDITIONER
TYPICAL W.F WOOD FENCE N R D NAIL AND DISC
P.C. - PONT OF CURVATURE
RRC. PONT-OF REVERSE CURVATURE Pg. N.R. PACE
riON-RADIAL U.E. UTILITY EASEMENT C h G CURB 3 GUTTER B.N.
PVMT.
BENCH NARK
PAYMENT
P.C.C. - POINT OF COMPOUND CURVATURE RAD. RADIAL D.E. DRAINAGE EASEMENT CAN CABLE TELEVISION RISER
F.B. FIELD BOOK
P.T. - POINT OF TANGENCYR. RADIUS F.F.
B.S.
FINISHED FLOOR
BUILDING SETBACK TELETRANS TELEPHONE RISER
TRANSFORMER PAD N.M. MANHOLE
P.I. - POINT OF INTERSECTION LO ARC LENGTH
DELTA C.B.S. CONCRETE BLOCK STRUCTURE LP LIGHT POLE A) ACTUAL
P.C.P. -PERMANENT CONTROL PONT
R.P. RADIUS POINT P PUT P.P. POWER POLE IA. IDENTIFICATION
P. - POINT ON UNE
C. 0. - CHORD BEARING R/W RIGHT-OF-WAY M MEASURED EM
R/W
ELECTRIC METER
RIGHT OF WAY FNDEDP - FOUND
EDGE OF PAVEMENT
T.B. - TANGENT BEARING E CENTER UNE C CALCULATED
Survey Notes:
1. 'NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A
FLORIDA LICENSED SURVEYOR AND MAPPER'.
2. BEARINGS SHOWN HEREON ARE RELATIVE TO THE WEST RIGHT—OF—WAY UNE
OF PINE AVENUE AS BEING S 00'07'47" E AS SHOWN BEING ASSUMED.
3. THE 'LEGAL DESCRIPTION' HEREON PER THE PUBLIC RECORDS OF SEMINOLE
COUNTY, FLORIDA.
4. THIS SURVEY, WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OR
OPINION OF TITLE. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS,
RIGHTS—OF—WAY, AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR
EXCEPT AS NOTED.
5. ALL BEARINGS AND DISTANCES SHOWN HEREON ARE PER THE DESCRIPTION
AND ARE CORRECT AND IN AGREEMENT WITH THE FOUND AND SET MONUMENTS
AS MEASURED IN THE FIELD UNLESS OTHERWISE NOTED.
6. ACCORDING TO THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD
INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NO. 12117CO07OF
EFFECTIVE DATE: SEPTEMBER 28. 2007, THIS PROPERTY UES IN ZONE DC LYING
OUTSIDE THE FLOOD ZONE.
7. NO UNDERGROUND UTILITIES, FOUNDATIONS OR IMPROVEMENTS, IF ANY,
HAVE BEEN LOCATED EXCEPT AS SHOWN.
8. THIS BOUNDARY SURVEY MEETS OR EXCEEDS THE HORIZONTAL CONTROL
ACCURACY OF 1/7500 BEING A SUBURBAN SURVEY.
Project No. 260—LEI-002
Dwg file: 260—LEI-002
Certified Correct To:
Linton Enterprises Inc.
Surveyor's Certification:
I hereby certify that the attached 'Boundary Survey' of the
hereon—described property Is true and correct to the best of my
knowledge. Information and belief as done under my direction In the
field on September 19, 2013. further certify that this 'Boundary
Survey meets the minimum t l .1 standards set forth in
chapter SJ -17 of the Florid A m strative Code.
Dote: 9/19/13
NOT VAUD WITHOUT SHEET ZPrr oteselonal Surveyor and Hopper
Florida Registration No. 5599
DRAWN: WCE Boundary Survey KLE Suver/ng SHEET
APPROVED: WCE Linton Enterprises Inc. A& Mapping, Inc.
DATE: 9/19/13 ioo6 Pine Avenue 121 Bums Avenue Longwood, FL 32750
Section 3o, Township 1g South, Range 31 East (407) 402-2331
SCALE: N/A City of Sanford, Seminole County, Florida License Business q 7899
OF 2
B=&my
NOT VAUO WTHour SHEET 1
CIL 10 th STREET
FOUND 1' (66' PUBLIC RIGHT—OF—WAY PER PLAT)
IRON PIPE
NO 10 PAVED ROAD
IN WELL BOX
N 89'53'32" E 329.26' (M)
330' (P)
D (A
I= :6C
N-- -- 41'
L0,T '
1Z TRACT B I
P.H. i V/„iG 56
N
C, I T
TIf?.;CT 3
C)
ED`
6j I CONCRETE WOOD FRAME
tJ
SETS
RESIDENCE
SETS
t^% IRON ROD r_1 .a
4 A
IRON ROD
CAP N ? „/
c.
ar CAP W
LS y 78 y ., VACATED m L8 B 7899
41 I
f7
14' ALLEY er J, N 89'53'32" E 123.50' (M) (VAc j :1J,
AVACATED ' — 0.2_ C1
OFF ON _ 1 L4)
a =
0 i> tD
F 8L 0-C l: • Tr?Ak"'T 6 O ( I
W 'cam OtW` T i'r`: r :r?:; c -n
3. r7/, li-1 :% ; O WATER O 1
3 METER D
86.4'
ASC
N r
E3
I
v
11) . O 7.1' '
30.1
L 1i 5. it- CONCRETE 4 1 -STORY (il v STEPS rn
V^•
J 1 tA, M + WOOD FRAME ' ,.
71a RESIDENCE 2
O
CRETE A
M v 3.6' 0.5' S
v`r:0QN 30.rr
T 4y
SET %* "' ; N 89'53'33" E 123.44' (M) •3'
IRON ROD
IRON RID
do CAP 124 (P) LB 8997 I
LB ® 7899 WOOD
T ,T
W'
I VTIUTY- UTILITY
POLE r3i. Cr,' • ; : , iv;CT 3 POLE
41'
U .: ,'ii u;i is •'r?L'
TR/,CT 3
Project No. 260—LEI-002
Dwg file: 260—LEI-002
DRAWN: WCE Boundary Survey KLE )Surveying& SHEET
APPROVED: WCE Linton Enterprises Inc. Mapping, Inc.
DATE: 9/19/13 1oo6 Pine Avenue 121 Burns Avenue Longwood, FL 32750 1 2
Section 3o, Township 1g South, Range 31 East (407) 402-2331
SCALE: 1" = 30' City of Sanford, Seminole County, Florida License Business k 7899
OF 2
THERMAITRU
0
THERMA TRU DOORS
1
1 IS INDUSTRIAL DR., EDGERTON, OH 4351 7
TEL. (4191298-1740
PROFILES"
GLAZED STEEL DOOR
INSWING / OUTSWING
GB49M NOTB "IMPACT'
1. This product anchoring drawing has been developed In compliance with the 2010 Florida Building Code (FBC)
Inclu ft the Mgh velocity Hu *one tone" (HYM). See the Certification Agency Certificate for sizes,
specifications and ratings.
2. Roduct ancta sial be as fisted and spaced as shown on details. Anchor embedment to base moteriol steal
be beyond wall dressing or stucco.
3. When used In the WIV this product comples with Section 1626 of the FBC and does not require an impoct
resistant covering.
4. When used In areas outside of the 1fVHP requiring wind bame debris protection this product complies with
Section 16D9.1.2 of the FBC and does not fequke an Impact resistant cove". This product meets mhsle level
D' and I ne Wes Wind Ione 4 as defined In ASTM E 1996 and Section 1609.1.2.4 of the FBC.
5. For 2x stud framing constructlon, oncha6g of these units shall be the some as that shown for N buck masonry
constructlon.
6. Site conditions that devlote from the details of this drawing require further engineering analysis by a kensed
engineer or registered architect.
7. Oufswt g configurations using coastal outswI g Rem #31 meet water Infiltration requirements for'H(VHP.
Inswing configurations and outswi g conRguratbru using Rem # 18 or Rem N33 do not meal the water
Infiltration requirements for the 1IVHP and shall be Installed only In non4nabitable areas or at habitable
locations protected by an overhang or canopy such that the angle between the edge of canopy or
overhang to sols less than 45 degrees.
9. When used In the 14VHT, steel must be protected (painted or coated) In accordance with FBC Section 222D.
TABLE OF COMM
sNEfn DESCRIPBON
1 dnotes
Z
3 Hort ontal cross section
1
4 Venkd cross secIkm
5 BuCAah cora
6
7 IN MOMMOACCWroorients
37.7SMNL
FRAME WIDTH
36JV MA)L
PNJR WIDTH
O
OVERALL
FRAME
DIMENSION
OVERALL
D.LQ
DIMENSION
0
0
X
INSWING 37.75 x 9&W
SWING
OVERALL
FRAME
DIMENSION
OVERALL
D.LQ
DIMENSION
DESIGN PRESSURE (TSF)
POSRIVE NEGATIVE
INSWING 37.75 x 9&W 21.00" x 76.75 47.0 -50.0
OUTSWING 37.75 x 96.75 21.07' x 76.75 47.0 •47.0
at. ar: JK
uoc. /r, A
FL -7586.1
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21JVMAX 22 GI
DLO. 1 2 ! e
2$
g
TYP. 3 R d
CORNERS g x
SEE NOTE 1
4
INTERIOR 224)_ 23 11 39 23
c 11 1QHORIZONTAL CROSS SEC11ON
tv-
rn c
X O
39
0 'o
GLASS BITE r 22 I' THK.
26 I GLASS
I/B'7EMPERED
EXTERIOR GLASS
AIR SPACE c
5/37' ANNEALED EXTERIOR INTERIOR
GLASS
OW PVB INTERLAYER 5
C 7.6trO.0 INTERIOR (BYSOLunA) G1 $
A )
DOW 995 1/8' ANNEALED
OR cuss
23
SIKH 552 SWIGGLE GLAZING
NOTE: SPACER 11 =
1. ITEM #29 B9 x 3PFH W.S. LOCATE THRU DOOR _
STYLES INTO TOP & BOTTOM RAILS TYP.(4) OT
CORNER AS SHOWN.
y o
R j-1.d56• - j j 1.2iiP y 1.23P '.1 I.6S +{ 2625 — = =
o I I I
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i
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010.
4
JK c
a a a s 2s nac. m: LFS 3
Long to 2 VERTICAL CROSS SECTION °A"1°10 "0a m
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E
20
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KI s
o
C 3 NORIIOMAL CROSS SEC110N
INTERIOR 17 °
10
9 b
p 3 Shown WAX R -buCk 47
10 INTERIOR
nAO
o '
v • . • 2 2
7
EXTERIOR
7 °
8 EXTERIOR
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20
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8
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1-1/l MIN. 8 o c or. A m'
typd E as er. LFS i
HatizI-1/ MIN, as m 0... a1
ftwky
MAL CROSS SECTION 2 HORIZONTAL CROSS SECTION EMB. pyp.) F1-7586.1 03oalguotbn $ b -ft conft wotlon m
smm a 7 c
EXTERIOR —""%f"" INTERIOR
1 VERTICAL CROSS SEC110N
a e-viou ,
EXTERIOR
Q
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4 Ou "Wv coMlomom
EXTERIOR ij%/ INTERIOR V
VEfMCALcROSS SWWN
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or. A
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FL -7586.1
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MASONRY
OPENING
2X BUC
J t- P
TYP. HEAD
rl. JAMBS
B
ANCHOR
WE
MASONRY J
MIN. CLEARANCE TO
MASONRY EDGE
MIN. CLEARANCE TO
ADJACENT ANCHOR
6
1/e
OPENING
r
ELCO 4
FRAME
BUCK ANCHORING HLHGE JAAU
CONCRETEANCHOR NOTES:
I. Substitution of equal concrete onehon from o d irwent suppAer may hove dRerent edge
distance and center dBtonce requirements.
2. Concrete onchor locations of the comers moy be odAnfed to mahloln the min. edge
alstonce to mortorldnh. 9 concrete onchor locoflons noted os %W. ON CENTER' must be
odpafed to moinfoin Hm min. edge distance to mortar Joints, odmtlonoi concrete onehors
may be required to erwe the 'MAX. ON CENTER• dimensions me not exceeded.
I Concrete onchor Coble:
ANCHOR
TYPE
ANCHOR
WE
MIN.
EMBEDMENT
MIN. CLEARANCE TO
MASONRY EDGE
MIN. CLEARANCE TO
ADJACENT ANCHOR
nw 1/e 1.1/E' 2.1/? r
ELCO 1/4' 1.1/1' 1. 4
2X BUCK
P —
TYP. ®SILL
I
I1
d s
n
28
LATCH&DEADROLTDETAIL
n i I ,P
SMUJAAU MHGEWAIL
b
ad
MASONRY
OPENING
TYP. HEAD
a JAMBS
11 IUCK-\ -
F
1YP. ® SIu
I
I
IDNGE JAMB FRAME ANCMOEING
nAMM I x auk oomtructlon
CONCRETE ANCHOR NOTES:
t. SubsOhMo s of equal concrete anchors from a different supplier may hove different edge
distance and center distance requirements.
2 Concrete anchor locations of the comers may be adjusted to maintain the min. edge
distance to mortar johis. h concrete anchor locallons noted as MAX. ON CENTER' must be
oayusted to maintain the min. edge distance to mortar joints, additional concrete anchors
may be required to ensure the MAX. ON CENT" dimensions ore not exceeded.
3. Concrete anchor table:
ANCHOR
TYPE
ANCHOR
SIZE
MIN.
EMBEDMENT
MIN. CLEARANCE TO
MASONRY EDGE
MIN. CLEARANCE TO
ADJACENTANCHOR
I1W 1/4' 1.1/lr 2.1/r r
ITW 3/1ali 1.1/c 24/r 2.1/c
SMU JAMU
LATCH A DEADBOLTDETAA
r! ruq
ft JK e
n LFS
SMO
FL -7586.1
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a
s ar 7
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N
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P
Ia s
IJ
I
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fes-- 4563 -{ 4 563 -moi h
R
8 a9
Fi
li
3t fimtioltl eoasld 18
AA
a $
i T
V,
CV
V l
rn
a 2359
r W
19 t0
JomD
1 31 1
r
I k
i
j-1.918
o
iy -
TTT Z
1.4? 1316' i
I • R8<
3
z u°
m 4 23 08 i
SOUP: N.T.S. °
ow. ft JK m'
t2 2J ktxns aa. or. LFS 3
cmu" NO.
e
FL -7586.1 u
spm 7 a 7 O
Blu of AAATTRIALS
nFw • cocmnol/ wnlaul
A 1X BUCK SG >=0.55 WOOD
B 2X BUCK SG >% 0.55 WOOD
C 1/4' MAX. SHIM SPACE
D 1 /4 X 2,9/1' ELCO OR TI1N CONCRETE SCREW STEEL
MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACIE301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE
F 1 /4" X 1.311' PFH 111N CONCRETE SCREW STEEL
3
G 3/16' X 31/4" PFH 111N CONCRETE SCREW STEEL
H 1 /4'x3 -I /4' PSTEELi IiW CONCRETE SCREW ST
I 1/4'X2-1/4' PFH RSWCONCRETESCREW ST
J 1/4" X 33/4' PFH 111N CONCRETE SCREW STEEL
K qB X 2-1/2* SPRIWOODSCREWST
L A 10 X 2-1 /2' PRI WOOD SCREW SSTEELSTEEL4563
1 DOOR SKIN; PREMIUM STEEL ).023' MIN., Tjr =39,500 PSI g 583' T
2 TOP RAIL DOOR iHERMA-TRU COMP.
3 LATCH STILE DOOR THERMA-TRU, PINE WOOD
4 HINGE SME DOOR THERMA-TRU. PINE WOOD
s BOTTOM RAIL DOOR THERMA-TRU COMP.
6 POLYURETHANE FOAM )BASF,1.9Bx. DENSITY) FOAM
7 MEDIUM REACH COMPRESSION WEATHERSTRIfTH P ERAAA-TRU) FOAM
8 LONG REACH COMPRESSION WEATHER-STRIP (THERAAA-TRUFOAM
9 4"X4" HINGE .097' TMK. ERMA-1RU STEEL
10 N 10X3/4"PFH WOOD SCREW (HINGE TO FRAME) Si
I l #10X 1-1 /2" PFH SCREW STEEL
17 PASSAGE LOCK - KWIKSET SIGNATURE SERIES STEEL
18 THRESHOLD OUTSWING ERMA-TRU AWMJ'WOOD
19 HEADER JAMB (4.d56' X 1.25 THERMA-TRU, PINE SG >= 0.42 WOOD
20 SIDE JAMB (4.656'X 1.25 THERMA-TRU) SG u 0.42 WOOD
o"
21 DEADBOLT - KWIKSEf SIGNATURE SERIES )780) STEEL
22 EXTERIOR LRE FRAME 6063-T6ALUM.
23 INTERIOR LRE FRAME 6063-T6 ,SUM,
24 LOCK BLOCK 12.51G. 2 REQUIRED) WOOD
26 CELLULAR GLAZING TAPE FOAM
27 LATCH STRIKE PLATE STEEL
28 DEADBOIT PLATE STEEL
29 N8 X 3" PFH SCREW STEEL
31 COASTAL OUTSWING THRESHOLD ALUMJ'WOOD
32 DOOR BOTTOM SWEEP PVC V~
33 INSWING THRESHOLD ALUM./WOOD
39 UTE FRAME TRIM PVC
40 DOOR PANEL - SEE DOOR PANEL DETAILS SHEEP FOR CONSTRUCTION DEAIUS
N
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A 1X BUCK SG >=0.55 WOOD
B 2X BUCK SG >% 0.55 WOOD
C 1/4' MAX. SHIM SPACE
D 1 /4 X 2,9/1' ELCO OR TI1N CONCRETE SCREW STEEL
MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACIE301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE
F 1 /4" X 1.311' PFH 111N CONCRETE SCREW STEEL
3
G 3/16' X 31/4" PFH 111N CONCRETE SCREW STEEL
H 1 /4'x3 -I /4' PSTEELi IiW CONCRETE SCREW ST
I 1/4'X2-1/4' PFH RSWCONCRETESCREWST
J 1/4" X 33/4' PFH 111N CONCRETE SCREW STEEL
K qB X 2-1/2* SPRIWOODSCREWST
L A 10 X 2-1 /2' PRI WOOD SCREW SSTEELSTEEL4563
1 DOOR SKIN; PREMIUM STEEL ).023' MIN., Tjr =39,500 PSI g 583' T
2 TOP RAIL DOOR iHERMA-TRU COMP.
3 LATCH STILE DOOR THERMA-TRU, PINE WOOD
4 HINGE SME DOOR THERMA-TRU. PINE WOOD
s BOTTOM RAIL DOOR THERMA-TRU COMP.
6 POLYURETHANE FOAM )BASF,1.9Bx. DENSITY) FOAM
7 MEDIUM REACH COMPRESSION WEATHERSTRIfTHP ERAAA-TRU) FOAM
8 LONG REACH COMPRESSION WEATHER-STRIP (THERAAA-TRUFOAM
9 4"X4" HINGE .097' TMK. ERMA-1RU STEEL
10 N 10X3/4"PFH WOOD SCREW (HINGE TO FRAME) Si
I l #10X 1-1 /2" PFH SCREW STEEL
17 PASSAGE LOCK - KWIKSET SIGNATURE SERIES STEEL
18 THRESHOLD OUTSWING ERMA-TRU AWMJ'WOOD
19 HEADER JAMB (4.d56' X 1.25 THERMA-TRU, PINE SG >= 0.42 WOOD
20 SIDE JAMB (4.656'X 1.25 THERMA-TRU) SG u 0.42 WOOD
o"
21 DEADBOLT - KWIKSEf SIGNATURE SERIES )780) STEEL
22 EXTERIOR LRE FRAME 6063-T6ALUM.
23 INTERIOR LRE FRAME 6063-T6 ,SUM,
24 LOCK BLOCK 12.51G. 2 REQUIRED) WOOD
26 CELLULAR GLAZING TAPE FOAM
27 LATCH STRIKE PLATE STEEL
28 DEADBOIT PLATE STEEL
29 N8 X 3" PFH SCREW STEEL
31 COASTAL OUTSWING THRESHOLD ALUMJ'WOOD
32 DOOR BOTTOM SWEEP PVC V~
33 INSWING THRESHOLD ALUM./WOOD
39 UTE FRAME TRIM PVC
40 DOOR PANEL - SEE DOOR PANEL DETAILS SHEEP FOR CONSTRUCTION
do
INSTALLATION NOTES:
1. TWO (2) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR
LOCATION SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE
SHEET REVISION
MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT
4 INSTALLATION.
3. INSTALL INDIVIDUAL INSTAUATIONANCHORS WITHINA
3 -
TOLERANCE OF t1/21NCH OF THE DEPICTED LOCATION INTHE
4
ANCNOR LAYOUT DETAIL (l.E„ WITHOUT CONSIDERATION OFccTOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE
ulINSTALLATION ANCHOR TO THE NEXT.
4, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD
BEARING SHIMIS). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4
INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.
SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR
F
BETTER
S. FOR INSTALLATION INTO WOOD FRAMING, USE I12 WOOD SCREWS
OF SUFFICIENT LENGTH TO ACHIEVE 1 V2 INCH MINIMUM
EMBEDMENT.
6. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY,
OR DIRECTLY INTO CONCRETE/MASONRY, USE 1/4 INCH ELCO
TAPCONS OF SUFFICIENT LENGTH 70 ACHIEVE 2 1/2 INCH MINIMUM
EMBEDMENT.
7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL
FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRIO(
VENEER, AND SIDING.
A INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE
MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION
RESISTANT COATING.
9. FOR GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION
ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE
SHELL OF BLOCK.
10. INSTALLATION ANCHORS SHALL BE INSTALLED INOACCORDANCEWITHANCHORMANUFACTURER'S
INSTALLATION INSTRUCTIONS, AND ANCHORS SMALL NOT BE
USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE
MINIMUM STRENGTH SPECIFIED BY THE ANCHOR
MANUFACTURER.
11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
FOLLOWING PROPERTIES:
A WOOD- MINIMUM SPECIFIC GRAVITY OF O.SS.
IL CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 2700 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90.
MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI.
PLY GEM WINDOWS
BUILDER SERIES 4780 ALUMINUM
SLIDING GLASS DOOR (2 -PANEL)
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA
BUILDING CODE, EXCLUDING HVHZ
AAMA/NWWA4J0W.S.2.97
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X AND STEEL STUD FRAMING AS A
MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. 2X BUCKS (WHEN USED) SMALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD
FOR THE PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SMALL PREPARE SITE SPECIFIC
DOCUMENTS FOR USE WITH THIS DOCUMENT.
S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO
PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
6. DOOR FRAME MATERIAL: ALUMINUM 6063-T6
7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS
CHARTS. SEE SHEET 4 FOR GLAZING DETAILS
IL DESIGNATIONS °1C'AND'O'STANDFOR THE FOLLOWING:
X: OPERABLE PANEL
0: FIXED PANEL
6:O >/
Digitally signed by Alex Spyrou
Reason: I am approving this
document
Date: 2011.06.06 11:41:28 -04'00'
DESIGN PRESSURE RATING
TABLE OF CONTENTS
SHEET REVISION SHEET DESCRIPTION
I - INSTALLATION 6 GENERAL NOTES
2 - ELEVATION & ANCHOR LAYOUT
3 - NSVERTICALSECTIONS
4 HORIZONTAL SECTIONS A GLAZING DETAIL
5 COMPONENTS 6 BILL OF MATERIALS
Digitally signed by Alex Spyrou
Reason: I am approving this
document
Date: 2011.06.06 11:41:28 -04'00'
DESIGN PRESSURE RATING
SIZE SILL OPTION DESIGN PRESSURE MISSILE IMPACT RATTNG
96° X 96' W/O SIL 25/-50 PSF NOT RATED
RISER
96° X 96° W/ SILL
RISER 50/-50 PSF NOT RATED
PLy GEMWINDOWS
433 N MAD4 ST.. PO SOX 50.
WM MOUNT, VA 24191
PIF. 910-494!346 Flt: 940.444.4443
N 4A
dgo F 3
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PLY GEMWINDOWS
III k ALAIN ST„ TO SOX 559.
AOM MOUNT. VA (4151
M: 540-04-6348 FX: 540-1644W
co
UNIT MAX.
WIDTH 96.00'
A }
D.L.O. MAX PANEL MAX
3
WIDTH 41.66' WIDTH 45.5' v
B C 6.07 MAX. FROM ° to a
3 3
CORNERS TYP.et if wi {LLz
9 o 3
6n
INSTALLATION
6.07 MAX. FROMJ
AN040A
CORNERS To. D
PANEL
MAX.. f MAX. ZOHEI44HEIGHT
96. 95.00' N Z
20.75' MAX. O
O.C. TVP.
uj
0
A 2
3
ELEVATION ANCHOR LAYOUT it'll
1
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SHEET: 2 OF 5
UNIT D.L.O.
AX. MAX. .. E •X' •X'
HEIGHT
ii u
HEIGHT 4 4
07 91.16'
ii u
2 1/2' MIN. EDGE
DISTANCE
1/4' ELCO TAPCON CONCRETE/MASONRY
INSTALLATION ANCHOR BY OTHERS
2 1/2' MIN.
CAULK BETWEEN •' - EMBEDMENT
CONCRETE/MASONRY 6
1X WOOD BUCK BY OTHERS •: y ;
1/4' MAX
EXTERIOR FINISH
BY OTHERS
PERIMETER CAULK
BY OTHERS
IX WOOD BUCK
O.A. DOOR
BY OTHERS
1
HEIGHT SEE GLAZING 1\ /
DETAIL 1
EXTERIOR
g VERTICAL SECTION
3 NERD • CONCRETE/MASONRY
1 EXTERIOR
O.A. DOOR
GLAZINGSEE / 1
HEIGHT
DETAIL /
INTERIOR
SHIM SPACE
12 WOOD SCREW
INSTALLATION ANCHOR
8d ROOFING NAIL
INSTALLATION ANCHOR
OPTIONAL)
CAULK BETWEEN
FIN 6 2X WOOD STUD
BY OTHERS
CAULK BEHIND
FLASHING 6 OVER
NAILS BY OTHERS
EXTERIOR FINISH
BY OTHERS
PERIMETER CAULK
W
O.A. DOOR
BY OTHERS
1
IB
HEIGHT
EXTERIOR
INTERIOR
10 SEE GLAZING
r1 DETAIL 1
A VERTICAL SECTION
3 SILL-CONCRETE/MASONRY
VERTICAL SECTION
3 HEAD - 2X WOOD FRAME
3/4' MIN. EDGE
DISTANCE
2X WOOD FRAME
BY OTHERS
11/2' MIN.
CEMBEDMENT
1/4' MAX.
SHIM SPACE
INTERIOR
1 .."
010111
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No 68101
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PERIMETER CAULK
2 BY OTHERS
PERIMETER CAULK
BY OTHERS
CONCRETE/MASONRY 2 1/2' MIN.
BY OTHERS EMBEDMENT
1/4' ELCO TAPCON
INSTALLATION ANCHOR
21/2' MIN. EDGE
DISTANCE
A VERTICAL SECTION
3 SILL-CONCRETE/MASONRY
VERTICAL SECTION
3 HEAD - 2X WOOD FRAME
3/4' MIN. EDGE
DISTANCE
2X WOOD FRAME
BY OTHERS
11/2' MIN.
CEMBEDMENT
1/4' MAX.
SHIM SPACE
INTERIOR
1 .."
010111
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No 68101
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EMBEDMENT
12 WOOD SCREW
INSTALLATION ANCHOR
1 7
3/4' MIN. EDGE
DISTANCE
2X WOOD FRAME BY OTHERS
Bd ROOFING NAIL
INSTALLATION ANCHOR
OPTIONAL)
CAULK BETWEEN FIN 6 2X
WOOD STUD BY OTHERS
EXTERIOR FINISH BY OTHERS
CAULK BEHIND FLASHING 6
OVER NAILS BY OTHERS
PERIMETER CAULK BY OTHERS
SEE GLAZING DETAIL 1
1/4' MAX
SHIM SPACE
0
HORIZONTAL SECTION
4 IAMB • 2X WOOD FRAME
RIZONTAL SECTIONSECTION
4 INTERLOCK
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ksY/
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No 68101
STATE OF
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1/4' MAX.
SHIM SPACE
21/2' MIN.
EMBEDMENT
21/2' MIN. EDGE
DISTANCE
CONCRETE/MASONRY
BY OTHERS
1/4' ELCO TAPCON
INSTALLATION ANCHOR
IL
CAULK BETWEEN 1X WOOD BUCK 6
CONCRETE/MASONRY BY OTHERS
EXTERIOR FINISH BY OTHERS
PERIMETER CAULK BY OTHER5
SEE GLAZING DETAIL 1
O.A. DOOR
WIDTH
rF-,\ HORIZONTAL SECTION
4 JAMB • MASONRY/CONCRETE
lases/
5/8' O.A. INSULATED GLASS
EXTERIOR
16 \
INTERIOR
9 10 / 1 .75' GLASS
9 1 BITE
GLAZING DETAIL 1
PLy GEMWINDOWS
43 N. MAIN ST.. b BOX 5N.
ROCKY MOUM YA L4151
PK 540-4"4M M 540.44•"55
NOTE:
n
Q
a
Na
C4
igI i
Lu
p
OZ<
O ac
9go
REQUIREMENT6LA5S DW6#:
CHARTS.
NOTE: 6 tm 2 m h
GLASS THICKNESS AND TYPE C4
igI i
MAY VARY PER ASTM E 1300 o
REQUIREMENT6LA5S DW6#:
CHARTS. n/^ %A l^
4 OF
O3 TRACK FRAME HEAD1
ALUM.
Fes- 5.599
1.186
O3 TRACK FRAME SILL2ALUM.
F 5.599
1.463
O31MACK FRAME JAMB O AOIPNRAIL
4936
0.999
1
5.599
11 SILL RISER (OPTIONAL)
ALUM.
0.47
2
1
OBOTTOM RAIL10ALUM.
EAiS.
No 88101,
9 STATE OF
A'
OR
ONA1 lo,
Ow PLY GEMWINDOWS
433 N. MAIN ST. PO OOX 509.
ROCKY MOUNT, VA 24151
m: 5 o.4 4a3w Px.5wu4.e453
BILL OF MATERIALS
ITEM NO. DESCRIPTION MATERIAL MANUFACTURER
1 3 TRACK FRAME HEAD ALUM. PLY GEM
2 3 TRACK FRAME SILL ALUM. PLY GEM
3 3 TRACK FRAME JAMB ALUM. PLY GEM
4 LEAD STILE ALUM. PLY GEM
5 4 TRACK FRAME HEAD ALUM. PLY GEM
6 4 TRACK FRAME SILL ALUM. PLY GEM
7 4 TRACK FRAME JAMB ALUM. PLY GEM
B INTERLOCK ALUM. PLY GEM
9 TOP RAIL ALUM. PLY GEM
10 BOTTOM RAIL ALUM. PLY GEM
11 SILL RI5ER (OPTIONAL) ALUM. PLY GEM
12 JAMB WEATHERSTRIP ULTRAFAB
13 TOP RAIL WEATHERSTRIP ULTRAFAS
14 BOTTOM RAIL WEATHERSTRIP ULTRAFAS
15 INTERLOCK WEATHERSTRIP ULTRAFAS
16 SILL PAD
17 HEAD PAD
18 GLASS (TEMPERED)
19 INTERCEPT AIR SPACER 6ED
20 DESSICATED MATRIX H.B. FULLER
21 BUM SEALANT H.B. FULLER
22 8 X 1' PPH FRAME ASSEMBLY SCREWS MERCHANTS
23 1/4'-20 X 3/4' PHM BOTTOM RAIL SCREWS MERCHANTS
24 8 X I• PPH TOP RAIL SCREWS MERCHANTS
25 8 X 11/2' PHTR KEEPER SCREWS MERCHANTS
26 10-32 X 7/8• PFLM LOCK SCREWS MERCHANTS
27 8 X P PPHTKW FIXED BRACKET SCREWS MERCHANTS
28 EXTERIOR PULL (WHITE) DOORS DECO
29 EXTERIOR PULL (BLACK) DOORS DECO
30 INTERIOR PULL (WHITE) DOORS DECO
31 INTERIOR RILL (BLACK) DOORS DECO
32 BOLT DECO
33 ROLLERS AMESBURY
34 ROLLER HOUSD46 ALUM. AMESBURY
35 KEEPER ALUM. DECO
O3 TRACK FRAME HEAD1
ALUM.
Fes- 5.599
1.186
O3 TRACK FRAME SILL2ALUM.
F 5.599
1.463
O31MACK FRAME JAMB O AOIPNRAIL
4936
0.999
1
5.599
11 SILL RISER (OPTIONAL)
ALUM.
0.47
2
1
OBOTTOM RAIL10ALUM.
EAiS.
No 88101,
9 STATE OF
A'
OR
ONA1 lo,
Ow PLY GEMWINDOWS
433 N. MAIN ST. PO OOX 509.
ROCKY MOUNT, VA 24151
m: 5 o.4 4a3w Px.5wu4.e453
T
o
A
N N
ZZs
m ma
V
m Of tij LL
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3 _
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i = i lj Z
DWG #:
P&W063
SHEET: 5 OF 5
72'
WINDO'
NOTES:
4'MAX.
191/8
53- MAX. WINDOW WIDTH
22 ,/2' MAX. O.C.
A JB IC
Hd9W Head Jamb
5.5' MAX.
D
F
28' MAX. O.C.
LE_
0/1
W
rdo& fill -
O
MAX.
I HEIGHT
F
Heod Jay*
25 A,C D,F,6 A,B,C D,F,6 A,C
G
T
4" MAX.
A,C D,F,6
37 3/8 AC DAG
re,
E
F
4
1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
COMPLY WITH THE 2007 FLORIDA BUILDING CODE.
2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED
TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND
MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR
ENGINEER OF RECORD.
3) UNITS MUST BE GLAZED PER ASTM E1300.
4) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN
WIND BORNE DEBRIS REGIONS
5) FRAME AND SASH MATERIAL: ALUMINUM 6063—T5
6) SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING
SHIM. SHIM WHERE SPACE OF 1/16. OR GREATER OCCURS. MAXIMUM
ALLOWABLE SHIM STACK TO BE 1/4".
7) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM
EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS
AND INSTALLATION DETAILS.
8) FOR ANCHORING INTO CONCRETE/MASONRY USE 3/16" ITW TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MIN. EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
INSTALLATION DETAILS.
9) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF
THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS
USED FOR WOOD ANCHOR CALCULATIONS.
10) ALL FASTENERS TO BE CORROSION RESISTANT.
11) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE
MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI.
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE
1 (OR GREATER).
12) FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCONS FILL WITH #8
SCREW EMBEDDED INTO 1X,
PERMIT # . 13 - 3;9,
ANCHOR LOCATIONS
FOR UNITS RATED AT ±35.0 PSF
ANCHOR LOCATIONS
FOR UNITS RATED AT +35.0/-47.2 PSF
191/8
Unit width
251/2 36 53
NONE
Hd9W Head Jamb H wd Jamb lead Jamb Heod Jay*
25 A,C D,F,6 A,B,C D,F,6 A,C DFA A,C D,F,6
37 3/8 AC DAG A,B,C 0,F.6 A,C DFA A,C DAG
49 5/8 A,C 0,F,6 A,B,C D,F.6 A.0 DFA A,C D,F,6
62 AC 0,F,6 A,B,C D,FA A,C DFA ABC D,E,F,6
72 AC D,F,6 A,B,C D,FA A,C DF.6 A,B,C D,EF,6
ANCHOR LOCATIONS
FOR UNITS RATED AT +35.0/-47.2 PSF
DESIGN PRESSURE RA77NG
182/8
Unit
x101
251/236 53
NONE
HdyW Head Jamb Hood Head Jamb Head Jamb
25 AC D,F,6 A,B,C A,C D,F,6 A,C 0,F,6
373/8 AC D,F,6 A B,C AC DA06 A,C D,F,6
495/8 A,C DF,6 A,B,C AC D,F,6 A,B,C D,EF,6
62 AC D,F,6 A,BC A,C DFA A,B,C D,EF.6
72 A,C O,FA A,C OF,6 A,B,C D,EFA A,B,C D,EF,6
DESIGN PRESSURE RA77NG IMPACT RATING
35 PSF
47.2 PSF NONE
i S i S Revlslons Aleneo Windows
R ... -"' °ate Des«1Ptlot Series 3753FL Non -Impactvm •o m w A W20M8 PDATED PER FBC CONMEMS
Resistant Insulated AluminumJlctDN , B 10/20108 UPDATED ANCHORS AND NOTE RL
z Flange Single Hung Elevation
and Notes
Digitally signed by Luis R. Lomas
P.E.
Location: 1432 Woodford Rd.
Lewisville, NC 27023
Date: 2008.10.22 14:08:10 -04'00'
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STATE OF it
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Luis R. Lomas P.E.
Florida No. 62514
ONE BY WOOD BUCK
OF STRUCTURAL SILICONE
BY OTHERS)
BETWEEN THE WINDOW
CONCRETE OR
FLANGE & THE WOOD
BUCK
2 12• MIN
MASONRY OPENING
D
3/16' TAPCON
EDGE DISTANCE
41 v
BY OTHERS
38' CONTINUOUS BEAD °
otYlfr
212' MIN
OF STRUCTURAL SILICONE v
EDGE
4 1-1/4' MIN.
BETWEEN THE WINDOW EMBEDMENT
FLANGE & THE WOOD
BUCK
SEALBETWEEN
WOOD BUCK a
MASONARY OPENING
PERIMETER CAULK
SHIM AS REQUIRED
1/4• MAXIMUM
ANGE WINDOW
AME HEAD
CON
31W CONTINUOUS BEAD
OF STRUCTURAL SILICONE
THE WINOWSTILL 11
FLANGE WINDOW
T FRAME SILLAFLANGEB&THENMASONRY
PERIMETER CAULK
ONE BY WOOD BUCK
BY OTHERS)
SHIM AS REQUIRED
1/4• MAXIMUM —
FLANGE WINDOW
FRAME JAMB
FE -1-•
ANCHOR REINFORCEMENT
38' CONTINUOUS BEAD
OF STRUCTURAL SILICONE
BETWEEN THE WINDOW
FLANGE d THE WOOD
BUCK
PERIMETER CAULK
4
v
4 .
v
VERTICAL SECTION
1X BUCK INSTALLATION
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1-1/4• MIN.
EMBEDMENT 318' CONTINUOUS BEAD
OF STRUCTURAL SILICONE
BETWEEN THE WINDOW
D
FLANGE & THE WOOD
BUCK
O
D
3/16' TAPCON
PERIMETER SEAL
BY OTHERS
O—r
212' MIN
EDGE
l% DISTANCE
HORIZONTAL SECTION
1X BUCK INSTALLATION
ANCHOR LOCATION FOR
ANCHORS LOCATED BELOW
MEETING RAIL
1110 WOOD CONCRETE/MASONRY
SCREW BY OTHERS
41 v
a
v,
v °- .4
0
1-38' MIN.
EMBEDMENT
114' MAX
SHIM SPACE
a
T 00 c R°"' °a1e DSO" B'' Series 3753FL Non -Impact
v L m w A 5120108 UPDATED PER FBC COMMENTS RL
Resistant Insulated AluminumLnomB10120108UPDATEDANCHORSANDNOTESRL
Flange Single Hung Installation
Instructions
N
VERTICAL SECTION
WOOD FRAMING OR 2X BUCK
Digitally signed by Florida PE
Location: 1432 Woodford Rd.
Lewisville, NC 27023
Date: 2008.10.2214:08:32
04'00'
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Florida No. 62514
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M®E CoCtMIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Sweet, Room 208
AFFAIRS (PERA) Miami. Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 1: (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miRMidR4L&2L/gn-n_/
Kaycan
1 Memorial Drive.
Richford, VT 05476
SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of
construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade
County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed
by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product
Control Section (In Miami Dade Cowity) and/or the AHJ (in areas other than Miami Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product
Control Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Model D510" and T4 12" Vinyl Vented Soffit
APPROVAL DOCUMENT: Drawing No. KAY0001, titled "Vinyl PVC Soffit D510" and T4 12"
Vented", sheets 1 through 4 of 4, dated 12/27/2011, with revision 1 dated 03/19/2012, prepared by the
manufacturer, signed and sealed by Robert J. Amoroso, P.E., bearing the Miami -Dade County Product
Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Section.
MISSILE IMPACT RATING: None
LABELING: Each piece shall bear a permanent label marked at not more than 4' o.c. with the Kaytec,
Richford, VT or Cowansville, QC, Canada and following statement: "Miami -Dade County Product Control
Approved", unless otherwise noted herein and in FBC 1715.9.3.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA #t 11-0316.01 and 11-0316.02 and consists of this page 1 and evidence page E-1, as
well as approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 12-0124.05
MrAMw coo Expiration Date: April 20, 2016PP
Approval Date: August 16, 2012
o8/Q')Zd 12 Page l
l
Kaycon
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. KAY0001, titled "Vinyl PVC Soffit D510" and T4 12" Vented", sheets 1
through 4 of 4, dated 12/27/2011, with revision 1 dated 03/19/2012, prepared by the
manufacturer, signed and sealed by Robert J. Amoruso, P.E.
B. TESTS "Submitted under NOA # 05-0804.03"
1.
Test Report No. '
AT -55983.01-106-18
Standard
ASTM D3679
Date
01/03/06
Signature
Joseph A. Reed, P.E.
2. AT -55983.01-106-18 ASTM G155 01/03/06 Joseph A. Reed, P.E.
3. AT -55983.01-106-18 ASTM D638 01/03/06 Joseph A. Reed, RE
4. AT -55983.01-106-18 ASTM D2843 01/03/06 Joseph A. Reed, P.E.
5. AT -55983.01-106-18 ASTM D1929 01/03/06 Joseph A. Reed, P.E
6. AT -55983.01-106-18 ASTM D635 01/03/06 Joseph A. Reed, RE
7. AT -55981.02-122-18 PA 202 & 203 07/15/05 S. A. Urich, P.E.
C. CALCULATIONS
1. Anchor calculations prepared by PTC Product Design Group, LLC, dated 12/27/2011, signed
and sealed by Robert J. Amoruso, P.E.
Submitted under NOA # 05-0804.03"
2. Fastener Installation Analysis, sheets 1 through 3, dated 07/27/2005, Project No.
05020010 signed and sealed by Allen N. Reeves, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance to 2010 FBC and no financial interest, prepared by PTC
Product Design Group, LLC, dated 01/19/2012, signed and sealed by Robert J. Amoruso, P.E.
Submitted under NOA # 11-0316.01 "
2. Statement letter of code conformance with FBC 2007 issued by HR Engineering, Inc., dated
05/09/2011, signed and sealed by Allen N. Reeves, P.E.
3. Distributor agreement dated 04/25/2011.
Submitted under NOA # 05-0803.01"
4. Test compliance letter issued by Architectural Testing on 07/27/2005, signed and sealed by S.
M. Urich, P.E.
yD1Z
arlos M. Utrera, P.E.
Product Control Examiner
NOA No. 12-0124.05
Expiration Date: April 20, 2016
Approval Date: August 16, 2012
E-1
KAYCAN BUILDING PRODUCTS
YQM PVC SOFFIT DS 10"AND T412" - VEMFD
MSTAUMONANCHORIGEDETAILS
1. THIS PRODUCT HAS SEEN TESTED AND DESIGNED TO COMPLY WITH THE 4010 FLORIDA
SUSDINO CODE t> Nt LL1DpN0 7TI098 BECTUCNs N}F THB FSC PERTANINO TO THE NIGH
VELOCITY NURRCAME 20X2 (INI AT THE OE81GN PRE88NRE(8) STATED MEAEOI THE
PRODUCT WAS TESTED TO TAB= AND TASM IMPACT TESTING TO TAS•40118 NOT RQUIRED
FOR SOFFIT. STRUCTURAL TEST RESULTS SABO ON TAB 202 WERE DIVIDED BY 19 AS
REOUARED BY 2010 FBC, SECTION 171 LOA AND 2010 FRC, SECTION AB18.1.
2 THE PRODUCT DETAILS CONTABIED NIMN ARE BASED UPON SIGNED AND SEALED
ARCI4TECTVRALTESTING REPORT NOOB61A2.1211B.ONCLUDNOASSOCIATED LABORATORY
STAMPED DRAWOM
A ADEQUACY OF TN@ MUTING STRUCTURAL CONCRETE, MASONRY AND WOOD FRAONG
OOMM21NO THE ATTACHMENT SUBSTRATE FOR THE SOFFIT SHALL SB DETERMINED TO BE
CAPABLE OF WITHSTANDING AND TRANSFERRIM APPLIED PRODUCT LOADS TO THAT
87RUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD FOR
THS PROJECT.
4. OVERMANQ RECEIVING VINYL SOFFIT SMALL 08 CHECKED FOR STRUCTURAL NADEQUMN,
CRACKS OR DEFECTS THAT SHALL 06 ELIMINATED.
A INSTALLATION OF SOFFIT ACCESSORIES AND ACCESSORIES SUCH AS CORNER POSTE,
STARTER STRIPS, AND TRW AROUND OPENINGS $HALL BE DONE N ACCORDANCE WITH THE
2010 R ORIDA /WDUNO CODE AND THE MANUFACTURERS INSTRUCTIONS.
S. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FARTHER
IINOOhFRINO EVALUATION BY A LICENSED ENGINEER OR REGISTERED ARCHITECT
7. LABELED N ACCORDANCE WITH 4010 FSC, SECTION 17169.2 AND 2010 FRC. SECTION 8610.2
S. SOFFIT NET FREE AREA N ACCORDANCE WITH 2010 FBG SECTION 17189.1 AND 2010 FRC,
SECTION R81A1.
A. DOUBLE 610' SOFFIT
91.1. 4.2 80 NCWLINEAL FT.
8.1 TRIPLE 41r SOFFIT
921. A4801NCWUN'.ALFT.
mSra
1. ANCHORS SMALL BE TNS TYPE, SIZE. EMBEDMENT AND
EDGE DISTANCE KNOWN HEREIN FOR RBSPECTIVS
SUBBTRAT&
2 INSTALLATION ANCHORS SMALL BE A8 SHOWN ON THE
BATTEN NSTALLATIOW AND *SOFFIT INSTALLATION'
SECTIONS ON SHEETS S AND 4.
I MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE
WALL FINISHES (INCLUDING BUT NOT UMRED TO
STUCCO. FOAM, Of" VENEER AND SIDIMG ,
4. FOR INSTALLATION OF BATTEN TO WOOD STRUCTURE
USE 08 x 8' WOOD SOREW OR 18 x r TAPPING SCREW.
PLACE ONE SCREW PER LOCATION AND MAXIMUM 2P
0.4 ALONG BATTEN LENGTH.
x FOR INSTALLATCH OF SOFFIT TO BATTEN USE O tr
DIAMETER x 1.1? LONG SMOOTH. SCREW OR RING
SHANK ROOFING NAIL WITH 818' DIAMETER HEAD.
ALL FASTENERS SHALL HAVE CORROSION RESISTANT
COATINGS OR BE MADE OF CORROSION RESISTANT
MATERIALS COMPATIBLE WITH THE SUBSTRATE
MATERIAL&
I. KAYCAN BUILDING PRODUCTS VINYL SOFFIT 18
MANUFACTURED FROM A FORMULATED PVC POWDER
COMPOUND MEETING THE SPECIFICATIONS OF ASTM
D28TA
2. T417FULLO80FFIT-VENTED
2.1. WALLTHIO NE88: O9Nr
2A PANELLENOTT181r-O•LONG
2.8. F -CHANNEL 7710KNES& DA N0'
2A. FASCNT10CIONEBB.UW
2 D610' SOFFIT . VENTED
8.1. WALLTHIC10688: 0.047'
S.2 PANEL LENGTHS: Ir-O'LONG
89. FCMAM EL THICKNESS: CAW
SA. FASCIA THICKNES& 60Nr
BILL OF MATERIALS
SHEET
REM DESCRIPTION MATERIAL
I D5 10- VENTED SOFFIT VINYL (PV(
2 T4 12' FULL 0 VENTED SOFFIT VINYL (PV(
3 F—CHANNEL VINYL (PV(
4 8' FASICA VINYL (PV(
5 0.12' DIAMETER x 1-1/2* ROOFING NAIL WITH 3/8' DIA. HEAD. USED
TO ATTACH SOFFIT TO BATTEN STEEL
6 8 x 3' WOOD SCREW OR B8 x 3' TAPPING SCREW. USED TO
ATTACH BATTEN TO WOOD STRUCTURE STEEL
7 2' It 2' WOOD BATTEN WOOD
I. KAYCAN BUILDING PRODUCTS VINYL SOFFIT 18
MANUFACTURED FROM A FORMULATED PVC POWDER
COMPOUND MEETING THE SPECIFICATIONS OF ASTM
D28TA
2. T417FULLO80FFIT-VENTED
2.1. WALLTHIO NE88: O9Nr
2A PANELLENOTT181r-O•LONG
2.8. F -CHANNEL 7710KNES& DA N0'
2A. FASCNT10CIONEBB.UW
2 D610' SOFFIT . VENTED
8.1. WALLTHIC10688: 0.047'
S.2 PANEL LENGTHS: Ir-O'LONG
89. FCMAM EL THICKNESS: CAW
SA. FASCIA THICKNES& 60Nr
DESIGN PRESSURE (PSF) RATING
SOFFIT MODEL DESIGN PRESSURE (PSF)
05 10- VENTED VINYL SOFFIT W/F—CHANNEL +55.OPSF/-35.Op$f
T4 12' FULL 0 VENTED VINYL SOFFIT +
55.OPSF/-35.Opsf
W/F—CHANNEL
of ma s h' s MSXr nuft
ROrIJ.A moq PR
R PALMNAI 9
TABLE OF CONTENT
SHEET DESCRIPTION
1 GENERAL AND INSTALLATION NOTES, B.O.M. AND D.P. CHART
2 APPROVED SOFFIT PROFILES
3 SOFFIT INSTALLATION AND CROSS SECTION
4 SOFFIT INSTALLATION SECTION AND COMPONENTS
DESIGN PRESSURE (PSF) RATING
SOFFIT MODEL DESIGN PRESSURE (PSF)
05 10- VENTED VINYL SOFFIT W/F—CHANNEL +55.OPSF/-35.Op$f
T4 12' FULL 0 VENTED VINYL SOFFIT +
55.OPSF/-35.Opsf
W/F—CHANNEL
of ma s h' s MSXr nuft
ROrIJ.A moq PR
R PALMNAI 9
13.352'
3.19910 4' 4.245'
308" 488• 801'
I I NAIL
1.908' HEM
16" J .25' J .
75'
nT1 t2• fl1LL O/.EO VINYL SOFFIT
otttomco vawtit v") omr Tom
11.384'
1.25" 5.471" 4.663•
21 1/2" MAX. SOFFIT PANEL LENGTH 0.125" A TRAVERS
55' .5" TYP.
Z o r. c m o e o
45" TOUT TYP.
0 o e o 0 0 0 0 o e
0•• 41 0 • 0 0 0 11 • 0. O
0 0 0 0 e 0 0 0 0 e 0 e 0 0 0• e 0 0 0• e 0•
o 0 0 0c 20 0 0 0
3.199" e•000.oeee• eae000000oo
IL
0 0• 0 e e o 0 0 0 e 000000000600
1"
T—
RIB
e o e o 0 0 0 0 0 0
0.0000•••• 0000000.0000
0 0 o e c a o 0 0 0
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o 0 0 0 0 0 o e o 0
00.0•.•••0.
o•ee••eeoe• e000eo•oeo••
3,199• ee•0eo•••o0 seo•••oe000
00•••0.00.0• oo•eeeeeeoo
13.352" 0.0.00.0.0
e•• e• o• e• e
00a0606•000o
BO1'
0000 e
e• 0• e• e e 0 o e e66":0066606 •• 0•
3,199'•eseooe0o•eo soeo•0.0000
G:* 0 0 0000• o•• e 0•• o . o•• o e eIooe . e o o 0 o e e 0 e o 0 e . o•• 0 e••
I I NAIL
1.908' HEM
16" J .25' J .
75'
nT1 t2• fl1LL O/.EO VINYL SOFFIT
otttomco vawtit v") omr Tom
11.384'
1.25" 5.471" 4.663•
2.221"
I I NAIL
HEM
L
156" J .25"
5B6' 1.371"
x105 10' VEVINYL Sof FR
Cnaiom — von 0 aar that
Nbti •A t!• f1•Afr
ft
fi
M
goM P.G NO.Wp
21 1/2" MAX. SOFFIT PANEL LENGTH
55' .5" TYP.
Z o r. c m o e o
0 o e o 0 0 0 0 o e 125"
rm.
3.949" o 0 0 0c 20 0 0 0
o 0 0 0 0 0 0 0 0 0
IL e o 0 0 o e e o
0 0 0 0 0 0 o e
RIB
11.384"
1"
T— e o e o 0 0 0 0 0 0
4" 0 0 o e c a o 0 0 0
o 0 0 0 0 0 o e o 0
e o 0 0 0 o e o
2.221"
I I NAIL
HEM
L
156" J .25"
5B6' 1.371"
x105 10' VEVINYL Sof FR
Cnaiom — von 0 aar that
Nbti •A t!• f1•Afr
ft
fi
M
goM P.G NO.Wp
moo,
B x 3' WOOD SCREW OR
TAPPING SCREW. BATTEN
ATTACHMENT FASTENER
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Application Instructions for
HERITAGE® 30
LA MINAMM ASPBAW SHINGLES
PERMIT # a-za
Dallas, TX • Tuscaloosa, AL • Phillipsburg, KS * Joplin, MO
THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED.
TAMKO BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING
FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS.
THIS PRODUCT IS COVERED BY A LIMITED WARRANTY, THE TERMS OF WHICH ARE PRINTED ON THE WRAPPER.
IN COLD WEATHER (BELOW 40"F), CARE MUST BE TAKEN TO AVOID DAMAGE TO THE EDGES AND CORNERS OF THE SHINGLES.
IMPORTANT: It is not necessary to remove the plastic strip from the back of the shingles.
1. BOOP 0=
These shingles are for application to roof decks capable of receiving
and retaining fasteners, and to inclines of not less than 2 in. per foot.
For roofs having pitches 2 in. per foot to less than 4 in. per foot, refer
to special instructions titled "Low Slope Application". Shingles must
be applied properly. TAMKO assumes no responsibility for leaks or
defects resulting from improper application, or failure to properly
prepare the surface to be rooted over.
NEW ROOF DECK CONSTRUCTION: Roof deck must be smooth,
dry and free from warped surfaces. It is recommended that metal
drip edges be installed at eaves and rakes.
PLYWOOD: All plywood shall be exterior grade as defined by the
Engineered Wood Association. Plywood shall be a minimum of 3/8
in. thickness and applied in accordance with the recommendations
of the Engineered Wood Association.
SHEATHING BOARDS: Boards shall be well -seasoned tongue -
and -groove boards and not over 6 in. nominal width. Boards shall
be a 1 in. nominal minimum thickness. Boards shall be property
spaced and nailed.
2. VtalIWTION
Inadequate ventilation of attic spaces can cause accumulation of
moisture in winter months and a build up of heat in the summer.
These conditions can lead to:
1. Vapor Condensation
2. Buckling of shingles due to deck movement.
3. Rotting of wood members.
4. Premature failure of roof.
To insure adequate ventilation and circulation of air, place louvers
of sufficient size high in the gable ends and/or install continuous
ridge and soffit vents. FHA minimum property standards require
one square foot of net free ventilation area to each 150 square feet
of space to be vented, or one square foot per 300 square feet if a
vapor barrier is installed on the warm side of the ceiling or if at least
one half of the ventilation is provided near the ridge. If the ventilation
openings are screened, the total area should be doubled.
IT IS PARTICULARLY IMPORTANT TO PROVIDE
ADEQUATE VENTILATION.
PASTS
WIND CAUTION: Extreme wind velocities can damage these
shingles after application when proper sealing of the shingles
does not occur. This can especially be a problem if the shingles
are applied in cooler months or in areas on the roof that do not
receive direct sunlight. These conditions may impede the sealing
of the adhesive strips on the shingles. The inability to seal down
may be compounded by prolonged cold weather conditions and/
or blowing dust. In these situations, hand sealing of the shingles is
recommended. To insure immediate sealing, apply 4 quarter -sized
dabs of TAM -PRO* Premium SBS Adhesive or TAMKO Tam -Seal
Adhesive on the back of the shingle 1 in. (25mm) and 13 in. (330mm)
in from each side and 1 in. (25mm) up from the bottom of the
shingle. Press shingle firmly into the adhesive. For maximum wind
resistance along rakes, cement shingles to the underlayment and
each other in a 4 in. (102mm) width of TAM -PRO SBS Adhesive or
TAMKO Tam -Seal Adhesive. Caution: Apply ONLY a thin uniform
layer of adhesive less than 1/8 in. (3mm) thick. Excessive amounts
can cause blistering of the shingles and may soften the asphalt in
certain underlayments resulting in the asphalt flowing, dripping and
staining. Shingles must also be fastened according to the fastening
instructions described below.
Correct placement of the fasteners is critical to the performance
of the shingle. If the fasteners are not placed as shown in the
diagram and described below, this will result in the termination of
TAMKO's liabilities under the limited warranty. TAMKO will not be
responsible for damage to shingles caused by winds in excess of
the applicable mph as stated in the limited warranty. See limited
warranty for details.
FASTENING PATTERNS: Fasteners must be placed 6-1/8 in. from
the bottom edge of the shingle, penetrating through the common
bond, and located horizontally as follows:
1) Standard Fastening Pettem. (For use on decks with slopes 2 in.
per foot to 21 in. per foot.) One fastener 1 in. back from each end
and one 13-1/2 in. back from each end of the shingle for a total of 4
fasteners. (See standard fastening pattern illustrated below).
STANDARD FASTENING PATTERN
FASTENERS NAIL ZONE
COMMON
BOND
EXPOSURE 544
12-1/2"-+- 12,/8" —+- 12-1/2"
Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 11/09
Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055
Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656
tamkoxom Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834
Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 1
J
BUILDING PRODUCTS
CONTINUED from page 1)
HERITAGE® 30
LAMINAM ASPEAW SBINGLBS
Dallas, TX • Tuscaloosa, AL • Phillipsburg, KS • Joplin, MO
2) Mansard Fastening Pattern. (For use on decks with slopes
greater than 21 in. per foot.) One fastener 1 in. back from each end
and one fastener 8-1/2 in. back from each end and one fastener 16
in. back from each end for a total of 6 fasteners per shingle. (See
Mansard and High Wind Fastening Pattern illustrated below.)
MANSARD AND HIGH WIND FASTENING PATTERN
PAS7ENER5 NAIL ZONE
COMMON
BOND
e- EXPOSURE SSB' n n n
ice.( IN-irNrs.vr+(r s e`+}.-r-".•IR'-el r
3) High Wind Fastening Pattern. (For High Wind Application
requirements) One fastener 1 in. back from each end. One fastener
8-1/2 in. back from each end and one fastener 16 in. back from each
end for a total of six (6) fasteners per shingle. In addition to this shingle
fastening pattern requirement for High Wind Application, TAMKO
also requires the use of the following TAMKO products: TAMKO
felts or underlayments; TAMKO Moisture Guard Plus underlayment
at all eaves, rakes, and valleys; TAMKO or TAM -PRO cements and
coatings products where required; TAMKO ventilation where required,
TAMKO starter shingles if available in area, and TAMKO Hip and Ridge
shingles installed on all hips and ridges. Along rakes, cement shingles
to the underlayment and each other in a 4 in. (102 mm) width of TAM -
PRO SBS Adhesive or TAMKO Tam -Seal Adhesive. Also, see local
building codes for proper nailing application. High Wind Application
is offered on new construction or complete tear -off applications only.
It is not offered for recover applications. If High Wind Application
requirements are not followed, the High Wind Application Warranty
MPH, as stated on Table I in the Limited Warranty, reverts to the
Standard Application Wind Warranty MPH limit. (See Mansard and
High Wind Fastening Pattern illustrated above.)
AI TAMKO recommends the use of nails as the preferred method
of application. Standard type roofing nails should be used. Nail
shanks should be made of minimum 12 gauge wire, and a minimum
head diameter of 3/8 in. Nails should be long enough to penetrate
3/4 in. into the roof deck. Where the deck is less than 3/4 in. thick,
the nails should be long enough to penetrate completely through
plywood decking and extend at least 1/8 in. through the roof deck.
Drive nail head flush with the shingle surface.
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STAPLES: If staples are used in the attaching process, follow the
above instructions for placement. All staples must be driven with
pneumatic staplers. The staple must meet the following minimum
dimensional requirements. Staples must be made from a minimum
16 gauge galvanized wire. Crown width must be at least 15/16 in.
staple crown width is measured outside the legs). Leg length should
be a minimum of 1-1/4 in. for new construction and 1-1/2 in. for
reroofing thus allowing a minimum deck penetration of 3/4 in. The
crown of the staple must be parallel to the length of the shingle.
The staple crown should be driven Flush with the shingle surface.
Staples that are crooked, underdriven or overdriven are considered
improperly applied.
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CAUTION: ALL FASTENERS MUST BE DRIVEN INTO THE NAIL
ZONE/COMMON BOND AS SHOWN IN THE DIAGRAM ABOVE.
4. UN IOLAYM=7
UNDERLAYMENT. An underlayment consisting of asphalt saturated
felt must be applied over the entire deck before the installation of
TAMKO shingles. Failure to add underlayment can cause premature
failure of the shingles which is not covered by TAMKO's limited
warranty. Apply the felt when the deck is dry. On roof decks 4 in.
per foot and greater apply the felt parallel to the eaves lapping each
course of the felt over the lower course at least 2 in. Where ends
join, lap the felt 4 in. If left exposed, the underlayment felt may
be adversely affected by moisture and weathering. Laying of the
underlayment and the shingle application must be done together.
Products which are acceptable for use as underlayment are:
TAMKO No. 15 Asphalt Saturated Organic Felt
A non -perforated asphalt saturated organic felt which meets
ASTM: D226, Type I or ASTM D4869, Type I
Any TAMKO non -perforated asphalt saturated organic felt
TAMKO TW Metal and Tile Underlayment, TW Underlayment
and Moisture Guard Plus° (additional ventilation may be
required. Contact TAMKO's Technical Services Department
for more information.)
In areas where ice builds up along the eaves or a back-up of water
from frozen or clogged gutters is a potential problem, TAMKO's
Moisture Guard Plus° waterproofing underlayment (or any specialty
eaves flashing product) may be applied to eaves, rakes, ridges,
valleys, around chimneys, skylights or dormers to help prevent
water damage. Contact TAMKO's Technical Services Department
for more information.
TAMKO does not recommend the use of any substitute products
as shingle underlayment.
5. APPWINT110N
STARTER COURSE: A starter course may consist of TAMKO Shingle
Starter, self-sealing 3 -tab shingles or a 9 inch wide strip of mineral
surface roll roofing. If self-sealing 3 -tab shingles are used, remove
the exposed tab portion and install with the factory applied adhesive
adjacent to the eaves. Attach the starter course with approved
fasteners along a line parallel to and 3 in. to 4 in. above the eaves
edge. The starter course should overhang both the eaves and rake
edges 1/4 in. to 3/8 in.
Continued)
Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 11/09
Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055
Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656
tamko.eom Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834
Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 2
CONTINUED from page 2)
HERITAGE® 30
UNINAMM WPM" SBIMMS
Dallas, TX * Tuscaloosa, AL • Phillipsburg, KS 9 Joplin, MO
SHINGLE APPLICATION: Start the first course with a full size shingle
and overhang the rake edge 1/4 in. Cut 10-3/8 in, from a full shingle
to form a shingle 29 in. long. Use this to start the second course (see
diagram below). Cut a 23 in. long shingle to start the third course. Use
the remaining 16-3/8 in. piece of shingle to start the fourth course and
use the remaining 10-3/8 in. piece to begin the fifth course. Continue
up the rake in as many rows as necessary using the same formula
as outlined above. The butt of the shingle should be aligned with
the top edge of the sawtooth of the underlying shingle for a 5-5/8 in.
exposure (see shingle application drawing illustrated on this panel).
When you make your final cut at the roof's edge, flip any pieces that
are 8 in. or longer back onto the roof. These pieces can be worked
in anywhere without creating zippers or color variations.
TE: Do not align joints of shingle courses when working in cut
pieces. Joints should be no closer than 4 in. from one another.
averse,
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O. LOW SLOPE APPLICATION
On pitches 2 in. per foot to 4 in. per foot cover the deck with two layers
of asphalt saturated felt. Begin by applying the fell in a 19 in. wide strip
along the eaves and overhanging the drip edge by 1/4 to 3/4 in. Place
a full 36 in. wide sheet over the 19 in. wide starter piece, completely
overlapping it. All succeeding courses will be positioned to overlap the
preceding course by 19 in. If winter temperatures average 25"F or less,
thoroughly cement the felts to each other with TAM -PRO or TAMKO
Plastic Roof Cement from eaves and rakes to a point of a least 24 in.
inside the interior wall line of the building. As an alternative, TAMKO's
Moisture Guard Plus° self -adhering waterproofing underlayment may
be used in lieu of the cemented felts.
T. MANSARD ROOF OR STEEP SLOPS BOOP
If the slope exceeds 21 in. per foot (60), each shingle must be sealed with
TAM -PRO SBS Adhesive or TAMKO Tam -Seal Adhesive immediately
upon installation. Spots of cement must be equivalent in size to a $.25
piece and applied to shingles with a 5-5/8 in. exposure, use 6 fasteners
per shingle. See Section 3 for the Mansard Fastening Pattern.
8. R"OOFRIO
Before re -roofing, be certain to inspect the roof decks. All plywood
shall meet the requirements listed in Section 1.
Nail down or remove curled or broken shingles from the existing
roof. Replace all missing shingles with new ones to provide a smooth
base. Shingles that are buckled usually indicate warped decking
or protruding nails. Hammer down all protruding nails or remove
them and refasten in a new location. Remove all drip edge metal
and replace with new.
If re -roofing over an existing roof where new flashing is required
to protect against ice dams (freeze/thaw cycle of water and/or the
backup of water in frozen or clogged gutters), remove the old roofing
to a point at least 24 in. beyond the interior wall line and apply
TAMKO's Moisture Guam Plus° waterproofing underlayment. Contact
TAMKO's Technical Services Department for more information.
Measurements will vary when nesting over an existing 5 in. exposure
single roof: Call TAMKO Technical Services for further information.
The nesting procedure described below is the preferred method for
reroofing over existing metric size shingles with a 5-5/8 in. exposure.
See description below:
Starter Course: Remove the tabs and an additional portion from the
head of a full size shingle so that its height is equal to the exposure
of the existing shingles. Position the resulting strip over the existing
roof edge (with the factory -applied adhesive strip along the eaves).
Cut approximately 6 in. from the rake end and apply the remaining
portion at the eaves. Continue the starter strip by applying full length
shingle strips cut to height as above, evenly along the existing roof
at the eaves. The existing roof should overhang the eaves far
enough to carry water off into the gutter. If this is not the case,
cut and apply the starter strip so that it will provide sufficient
overhang for proper drainage.
First Course: Remove an amount from the butt edge of a full-size
shingle so that the remaining portion of the shingle fits between the
butts of the existing third course. This course must also be applied
evenly along the eaves edge of the new starter strip.
Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 11109
Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055
Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656
tamko.Com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834
Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 3
P°
ITAMKOI
BUILDING PRODUCTS
CONTINUED from page 3)
HBRITAGW 30
LAMINATED ASPBAlUr SHINGLES
Dallas, TX • Tuscaloosa, AL • Phillipsburg, KS • Joplin, MO
Second and Succeeding Courses: Remove 10-3/8 in. from the
rake end of the first shingle in the second course, and continue
with full width shingles for the remainder of the course, placing
the top edge of each new shingle against the butt edge of the old
shingle in the course above. This method should create an exposure
of 5-5/8 in. after the first course. When beginning the succeeding
courses continue to follow the Heritage application instructions.
See section 5).
Drip
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8. VAILIInBY APPWCATION
Over the shingle underlayment, center a minimum 36 in. wide sheet
of TAMKO Nail -Fast*, Moisture Guard Plus* or a minimum 50 lb. roll
roofing in the valley. Nail the felt only where necessary to hold it in
place and then only nail the outside edges.
IMPORTANT PRIOR TO INSTALLATION WARM SHINGLES TO
PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING
SHINGLES TO FORM VALLEY.
After valley flashing is in place:
Apply the first course of shingles along the eaves of one of the
intersecting roof planes and across the valley.
Note: For proper flow of water over the trimmed shingle, always
start applying the shingles on the roof plane that has the lower
slope or less height.
Extend the end shingle at least 12 in. onto the adjoining roof.
Apply succeeding courses in the same manner, extending them
across the valley and onto the adjoining roof.
Press the shingles tightly into the valley.
Use normal shingle fastening methods.
Note: No fastener should be within 6 in, of the valley centerline,
and two fasteners should be placed at the end of each shingle
crossing the valley.
To the adjoining roof plane, apply one row of shingles vertically
facing the valley and 2 in. back from the valley centerline.
Note: For a neater installation, snap a chalkline over the
shingles for guidance.
To complete the valley, apply shingles on the adjoining roof
plane by positioning the tip of the first shingle of each row at
the 2 in. point from the centerline where the edge of the vertical
shingle has been applied, covering the vertical shingle.
FOR ALTERNATE VALLEY APPLICATION METHODS, PLEASE
CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT.
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10. DIP AND eD106 PAST®IDIO DBTAOa
Apply the shingles with a 5 in. exposure beginning at the bottom
of the hip or from the end of the ridge opposite the direction of the
prevailing winds. Secure each shingle with one fastener on each side,
5-1/2 in. back from the exposed end and 1 in. up from the edge.
TAMKO recommends the use of TAMKO Hip & Ridge shingle
products. Where matching colors are available, it is acceptable to
use TAMKO's Elite Glass -Seal shingles cut down to 12 in. pieces.
Fasteners should be 1/4 in. longer than the one used for shingles
IMPORTANT PRIOR TO INSTALLATION, CARE NEEDS TO BE
TAKEN TO PREVENT DAMAGE WHICH CAN OCCUR WHILE
BENDING SHINGLE IN COLD WEATHER.
Direction of prevailing wind
THESE ARE THE MANUFACTURER'S APPLICATION
INSTRUCTIONS FOR THE ROOFING CONDITIONS
DESCRIBED. TAMKO BUILDING PRODUCTS, INC. ASSUMES
NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING
DEFECTS RESULTING FROM FAILURE TO FOLLOW THE
MANUFACTURER'S INSTRUCTIONS.
TAMKO®, Moisture Guard Plus®, Nail Fast®, TAM -PRO® and Hentege® we registered
trademarks of TAMKO Building Products, Inc.
Information included In these application instructions was current at time of printing. To
obtain a copy of the most current version of these application instructions, visit us ordure
et tamllo.com or call us at fi0a641-4691.
VClllydl Ulbifn/t ccv rYQyl "111 Al., JV1.11111, evew V`.VV 1 VVV-VY 1-YV.7 r „rVD
Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055
Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656
tamko.com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834
Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 4
Mow.
121 Burns Avenue
Longwood, Florida 32750
Phone: 407402-2331
To:
David Linton
c/o Linton Enterprises Inc.
PO Box 2707
Sandford, FL 327722707
KLE Surveyinr and Mappin , Inc.
April 5, 2014
Delivered via: hand
Re: Finish floor and lot grading for 1006 Pine Avenue Sanford, Florida.
Dear Mr. Linton:
1, William C. Elliott, of KLE Surveying and Mapping, Inc., hereby certify that the finish floor
elevation is 16" above the crown of the paved road and that the lot has positive drainage away
from the house, also the property does not drain onto any adjacent property as of the above date.
Sincerely,
KLE Surveying and Mapyin , Inc.
RJ Elm!
i - 10311= N7-Va Jk7
William C. Elliott, P.S.M. # 5599
President
KLE surveying and Mapping LB # 7899
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Project No. 260 -LEI -002
Dwg fee: 260 -LEI -002
DRAWN: WCE
APPROVED: WCE
DATE: 4/10/14
SCALE: 1" = 30'
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Boundary Survey
Linton Enterprises Inc.
1oo6 Pine Avenue
Section 3o, Township 19 South, Range 31 East
City of Sanford, Seminole County, Florida
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KLE Surveying SHEET
Mapping, Inc. 2121BurnsAvenueLongwood, FL 32750
407) 402-2331 OF 2
License Business# 7899
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KLE Surveying SHEET
Mapping, Inc. 2121BurnsAvenueLongwood, FL 32750
407) 402-2331 OF 2
License Business# 7899
Legal Description:
Lot 3, and Y2 of the alley adjacent on the North, Block 12, Tract B, Town of Sanford, according
to the Plot thereof, as recorded in Plat Book 1, page 56, of the Public Records of Seminole
County, Florida.
A
P.R.M. - PERMANENT REFERENCE MONUMENT
B B R E V I A T I O N L E G E N D
CONCRETE
CHAIN LINK FENCE W.H. F.M. WATER METER
FIRE HYDRANTC.M. CONCRETE MONUMENT EL
A/C
ELEVATION
AIR CONDITIONER CONC. c.LF.
P.O.C. - POINT OF COMMENCEMENT P.B. PLAT BOOK
TYP. TYPICAL W.F. WOOD FENCE N & D NAIL AND DISC
P.C. - POINT OF CURVATURE
P.R.C. - POINT OF REVERSE CURVATURE Pq. N.R. PAGEHON-RADIAL U.E. UTILITY EASEMENT c B G
CAN
CURB t GUTTER
CABLE TELEVISION RISER
B.M.
PWT.
BENCH MARK
PAVEMENT
P.C.C. - POINT OF COMPOUND CURVATURE RAD. RADIAL D.E. F.F. DRAINAGE EASEMENT
FINISHED FLOOR TELE TELEPHONE RISER F.B. FIELD BOOK
P.T. - POINT OF TANGENCY R.
L
RADIUS
ARC LENGTH B.S. BUILDING SETBACK TRANS TRANSFORMER PAD M.N. MANHOLE
ACTUALP.1. - POINT OF INTERSECTION
P.C.P. -PERMANENT CONTROL POINT a DELTA C.B.S. - CONCRETE BLOCK STRUCTURE LP. P.P. LIGHT POLE
POWER POLE
A)
I.D. IDENTIFICATION
P.O.L - PDINT ON UNE R P. RADIUS POINT P1 PUT
MEASURED EM METER FNP FOUND
C.B. - CHORD BEARING R/W RIGHT-OF-WAY M3C CALCULATED R/W RIGHT OF WAYRIGHTO EDP - EDGE OF PAVEMENT
T.B. - TANGENT BEARING CENTER UNE
Survey Notes:
1. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A
FLORIDA LICENSED SURVEYOR AND MAPPER'.
2. BEARINGS SHOWN HEREON ARE RELATIVE TO THE WEST RIGHT-OF-WAY UNE
OF PINE AVENUE AS BEING S 00'07'47' E AS SHOWN BEING ASSUMED.
3. THE 'LEGAL DESCRIPTION' HEREON PER THE PUBLIC RECORDS OF SEMINOLE
COUNTY, FLORIDA.
4. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OR
OPINION OF TITLE. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS,
RIGHTS-OF-WAY, AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR
EXCEPT AS NOTED.
5. ALL BEARINGS AND DISTANCES SHOWN HEREON ARE PER THE DESCRIPTION
AND ARE CORRECT AND IN AGREEMENT WITH THE FOUND AND SET MONUMENTS
AS MEASURED IN THE FIELD UNLESS OTHERWISE NOTED.
6.' ACCORDING TO THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD
INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NO. 12117CO07OF
EFFECTIVE DATE: SEPTEMBER 28. 2007, THIS PROPERTY UES IN ZONE X_ LYING
OUTSIDE THE FLOOD ZONE.
7. NO UNDERGROUND UTILITIES, FOUNDATIONS OR IMPROVEMENTS, IF ANY,
HAVE BEEN LOCATED EXCEPT AS SHOWN.
8. THIS BOUNDARY SURVEY MEETS OR EXCEEDS THE HORIZONTAL CONTROL
ACCURACY OF 1/7500 BEING A SUBURBAN SURVEY.
9. 9. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY
BENCHMARKS, ' 86 DATUM.
Protect No. 260 -LEI -002
Dwg file: 260 -LEI -002
DRAWN: WCE
APPROVED: WCE
DATE: 4/10/14
SCALE: N/A
Certified Correct To:
Linton Enterprises Inc.
Carie Blake
surveyors Certification:
I hereby certify that the attached "Boundary Survey' of the
hereon -described property is true and correct to the beat of my
knowledge, information and belief as done under my direction in the
field on April 10, 2014. 1 further certify that this 'Boundary Survey'
meets the minimum technical stn ds set forth In chapter 5J-17
of the Florida Administrative
Dote: 4/10/14
NOT VAUD WTHOUT MEET Z
PW.
roie
Elliott, P.S.M.
eealonal Surveyor and Mapper
Rorldo Registration No. 5599
Boundary Survey KLE Surveying SHEET
Linton Enterprises Inc. A& Mapping, Inc. 11oo6PineAvenue121BurnsAvenueLongwood, FL 32750
Section 3o, Township 1g South, Range 31 East (407) 402-2331 OF 2
City of Sanford, Seminole County, Florida License Business # 7899