HomeMy WebLinkAbout4619 Eureka Ln 17-3532 - NEW SFHCOUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 17100008 DATE: November 15, 2017
BUILDING APPLICATION #: 17-10000854
BUILDING PERMIT NUMBER: 17-10000854
UNIT ADDRESS: EUREKA LN 4619 22-20-30--520-0000-0420
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RUG: SUE: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: DAVID WEEKLEY HOMES
ADDRESS: 1111 NORTH POST OAK RD HOUSTON TX 77055
LAND USE: REAGAN POINTE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 4619 EUREKA LANE / REAGAN POINTE LOT 42
SEP, DETACHED
I ----------------------------- ---------------- 11 ----------- -------
FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
I -------------------
ROADS-ARTERIALS CO -WIDE ORD
Single Famil Housing 705.00 1.000 dwl unit 705.00
ROADS-COLLECTO NlA
SinleFamily Housing 00 1.000 dwl, unit. t00 FIRE
RESCUE N/A 00
LIBRARY
CO -WIDE ORD Single
Family Housin 54.00 1.000 dwl unit 54.00 SCHOOLS
CO -WIDE ORD Single
Family Housing 5,000,00 1.000 dwl unit 5,000.00 PARKS
N/A 00
LAW
ENFORCE N/A 00
DRAINAGE
N/A 00
AMOUN
AMOUNTDUE 5,759.00 STATEMENT
SIGNATURE:
RECEIVEDBY: PLEASE
IINT NAME) DATE:
NOTE
TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NO IFY *OWNR AND ENSURE
TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE, DISTRIBUTION:
1-BLDG DEPT 3-APPLICANT 2-
FINANCE 4-LAND MANAGEMENT NOTE**
PERSONS
ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE
COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE
OF A BUILDING PERMIT. PERSONS
ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO
APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST
BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS
OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE
OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST
MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES
OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM
THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD
FL, 32771; 407-665-7356. PAYMENT
SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING
DEPARTMENT 1101
EAST FIRST STREET SANFORD,
FL 32771 PAYMENT
SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE
COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS
STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED
WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL
OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356.
Prepared by and Return to:
JOHN KINGMAN KEATING
Town Square Title, Lid,
250 E. Colonial Dr- Ste. 301
Orlando, Florida'. 32801
NOC17188
PF(0P,61NG;N1FQRMATi0N,kX,VET HIS UNIE
Permit Number: Fax Folio Number: 22-20-30-520-04XX)-0420
STATE OF FLORIDA
COUNTY OF ORANGE
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, Legal Description of the Property: Lot 42, Reagan Pointe, according to the map or plat thereof, as recorded in Plat
Book 81, Pages 45 through 52, inclusive, of the Public Records of Seminole County, Florida.
Property Address: 4619 Eureka Lane, Sanford, Florida 32773
General Descri Lion of Iin rovetnent: Construction of sin !e-family residence and a licable associated im rovements.
3. Owner/Lessee: (a) Name and Address: Weekley Homes, LLC, a Delaware limited liability company 1111 N. Post
Oak Road Houston, Texas 77055 (b) Interest in Property: Fee simple (c) Fee Simple Owner (if different than 4(a)):
Satre
4, Contractor's: (a) Name and address: Weekley Homes, LLC, a Delaware limited liability company 225 S.
Westmonte Drive, Suite 3300, Altamonte Springs, Florida 32714 (b) Phone Number: (407) 865-91992
5. Surety (if applicable, a copy of the payment bond is attached): (a) Name and Address: NIA (b) Phone Number: N/A
c) Amount of Bond: N/A
6. Lender: (a) Name and Address: NIA; (b) Phone Number NIA
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as
Phone Number N/A
8, In addition to Owner, Owner designates the following persons) to receive a copy of the Lienor's Notice as provided in
Section 713. t 3(l)(b), Florida Statutes: (a) Name and Address: NIA; (b) Phone Number N/A
9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and
final payment to the Contractor, but will be I year from the date of recording unless a different date is specified:
WARNING TO OWNER: ANY PAYMENTS MADE By THE OWNER AFTER THE EXPIRATION OF THE
NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART
1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAVING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF CONIMENCEMENT MUST BE RECORDED AND
POSTED ON THE .BOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR
NOTICE OF COMMENCEMENT.
Verfication pursuant to Section 92,525, Florida Statutes, Under penalties of perjury, I declare that I have read the foregoing
and that the facts stated are true to the best of my knowledge and belief.
OWNER
Weekley Homes, LLC a Delaware limited liability
company
By: — ---- - - -----
John Kingman I Agent
STATE OF FLORIDA
COUNTY OF ORANGE
I HEREBY CERTIFY, as an officer duly authorized to take acknowledgments and oaths in the State and County aforesaid,
thatat the execution of this instrument on the date vet fourth below, John Kingman Keating personally appeared before me as Authorized
Agent of Weekley Homes, LLC a Delaware limited liability company and executed or acknowledged his/heritherr previous execution of
this instrument. I HEREBY FURTHER CERTIFY, chat I did Kingman Keating, islare the same persons) either executing or
acknowled- ng exec t Q the fo orn 'I -u 191! g twourrient th!-- 1 personally know him/heulthem OR I have satisfactory evidence
flsame based ph, r`a// Flo /driver's license ti r identification: up" I
use .. Z
S or, It rfici cal in the State and County aforesaid this 14th day of November, 2017.
41DRAGMER
Notary' Vic igna r m C0111mbsion # 11313 123M
PLACE WTAy WME I SEAL EMATELY MLOW) 7 Expirn Stiplarribiar 3, Ml
GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL
CLERK'S #2017116006 BK 9025 Ixg 0094, (Itakd E-RECORDED 11/16/2017 0122 01 PM
10,00
Prepared by and Return to:
JOHN KINGMAN KEATING
Town Square Title, Ltd,
250 E. Colonial Dr- Ste, 301
Orlando, Florida 32801
Toe -422-2234
NOC17188
RrCORDING INFORMATION ABOVE THIS UNE,
NOTICE OF COMMICNCEMFNT
Permit Number: Fax Folio Number: 22-20-30-520-0000-0420
STATE OF FLORIDA
COUNTY OF ORANGE
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 Conuzrencement;
1. Legal Description of the Property: Lot 42, Reagan Pointe, according to the map or plat thereof, as recorded in Plat
Rook 81, Pages 45 through 52, inclusive, of the Public Records of SeEnn"Elle County, Florida.
Property Address: 4619 Eureka Lane, Sanford, Florida 32773
mandresidence —aaaficable associated mrprLvemc s —tai 3. Owner/
Lessee: (a) Name and Address: Weekley Homes, LLC, a Delaware limited liability company I I I I N. Post Oak Road
Houston, Texas 77055 (b) Interest in Property: Fee simple (c) Fee Simple Owner (if different than 4ia)): Some 4,
Contractor'
s: (a) Name and address: Weekley Home.,;, LLC, a Delaware limited liability company 225 S. Westmoute Drive,
Suite 3300, Altamonte Springs, Florida 32714 (b) Phone Number: (407) 865-9992 5, Surety (
if applicable, a copy of the pamyerrt-boud-is- a-u-ac-hed)—:(a—)Name and Address: N/A (b) Phone Number: N/A c) Amount
of Bond: N/A 6. Leader: (
a) Name and Address: NIA; (b) Phone Number N/A 7. Persons
within the State of Florida designated by Owner upon whom notices or other documents may be served as ravided b
Section 713.13(1)(a)7, Florida S7arures : (a) Name and Address: NlA (b) Fhane Number 1A 8, In
addition to Owner, Owner designates the following persons) to receive a copy of the Lienor's Notice as provided in Section 713.
13(1)(b), Florida Statures., (a) Maine and Address: NIA; (b) Phone Number N/A J9. Expiration
date of Notice of Commencement (the expiration date may not be before the completion of construction and mal payment
to ilia Conerat;tor, but ccill be 1 year from the date of recording unless a different date is specified: WARNING TO
OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION
713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO
YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON
THE JOB SITE BEFORE ]'HE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR
LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF
COMMENCEMENT. Verficannort pursuant
to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that
the facts stated are true to the best of my knowledge and belief. OWNER Weekley
Hoines,
LLC a Delaware limited liability Company By:____
John
Kingman
ati: thorizext Agent STATE OF
FLORIDA COUNTY OF
ORANGE I HEREBY
CERTIFY, as an officer duly authorized to take acknowledgments and oaths in the state and County aforesaid, chit at
the execution of this instrument on the date set forth below, John Kingman Keating personally appeared before me as Authorized Agent of
Week1ley Homes, LLC a Delaware limited liability company and executed or acknowledged his/her/their previous execution of his instrument.
I HEREBY FURTBER CERTIFY, an J thathe -Kingman Keating, is/are the same persons) turner executing or that acknowledgingexec
utioR o the to oing Instrument because: I personally know hurn/lier/thern OR I have satisfactory evidence c of
samebasedupoaFlo , driver's license or they identification: SS WITNEmy
antfid cal in the State and Cou y aforesaid this Oth day of November, 2017, SANDRAOFEER Nokuy is
furs
COmarission I GG 1237M iN,ACE NOTARY
NWME &SEAL ODIAMYMOW) GRANT MALOY, CLERK
OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'S If
2017116006 BK 9025 Pg 0094, (1 pg) E-RECORDED 11116/2017 03:22:01 PM 10.00
ECEIVE
DEC 0 5 2017
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No. 36 32,
Documented Construction Value: S
Job Address:
00")
Historic District: Yes [I No
Parcel TD: Residential Y Commercial
D mo 1:1 Chanue of Use El MoveTypeofWorkei AdditiouMOA Iterati onll Rep(a ir[_,
Description of Work:
Plan Review Contact Person: =afK TitIe:zDrzLCW2MV4W_
Phone: Poi Fax: — Email. It
Property Owner Information
Name Phone:
Street: Resident of property?
City, State Zip:
Contractor Information
Name Phone: /407 - -ao Street: ?
CO Fax: City,
State Zip: State License No.: gia'R 31l_ Arch
itect/Engineer Information Name:
Phone: Street:
Fax: Cli City,
St, Zip: E-mail: eQ" Bonding
Company Mortgage Lender: WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR INIPROlYT-MENTS TO YOUR PROPERTY. A NOTICE OF CONENIENCEtIVIENT 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,
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, plurabing, signs, wells, pools, furnaces,
boilers, treaters, tanks, and air conditioners, etc. FBC
1053 Shall be inscribed with the date of application and the code In effect as of that date: 511 Edition (2014) Florida Building Code Revised:
June 30,2015 Permit Application 0
Q t5 Tb
j'OTIC : In F.dd:!ioi to the mquirero-ts Of flizS permit, tlner,- may be addit.Tua! r-wrictiow zpIll-icable to rats proper'y that may be
found in the public rccordFs of this coum-y, and there may be a.-' permits required Fora other govarrmantal emftcs such as water
marala.cry.ou: distdc's, state agencies, or federal a3cocies.
Acceptance of perinil is verification that I will ectiff tLe owner of the propc-,t / of the xecluircmen-s of Florida Lien Law, FS 711
The City of Sanford reqjires payment of a plan revievi fee at the time of pc; t-,it sub.,ni, . A copy of the executed contract is required
in order to calculate a plan review charge and will be considered fl-,c estimated coast.-uction value of the job at the zimz of submittal.
The actua: construction value wilt be figured based on the current ICC Valuation Table in e'f,?ct at the tim e the permit is issued, in
accordeace with local ordinance. Should calculated charges fig7ared off Cie executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
DNV.N,F,WS _AF FIDANrIT: I certify that all of the foregoin 'a information is accurate and that all work will
be done in compliance -Yvitb all applicable laws regulating construction and zoning.
7
Siva (",'fo, As t Pets Si 1111, C im;Z, Arm',' 1
it;t 0 nc CRE, Nacre Fr dtCon
RACHEL6LACKWELL
S Notary Public -State of Florida
My Comm. Expires Jan 12, 2018
RAC LACKWELL
Notary Public - State of Florida
Rig Q e My Comm. Expires Jan 12, 2018Commission # FF 062350
T 1116-4o,Yffl-, P 'via or
Commission # FF 2 0ersona?t6v kno, to Me or
reduced ID Typo of ID Produced ID Ype 0
BELOW IS FOR OFFICE USE OTNTLY
Permits Required: Building[] Electrical [3 Mechaaical[3` Plurubing[3 Gas E] RoofE]
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: 1 t f1din. Occupancy Load; k k —#of8torles:
1
Ne v Construction: Electric - # of Amps J Plumbing - 9 Of rlxtures--L`L—
Firs: Spriniderperadt: YcsE] No[I ft of I -leads — Fire Alarm Permit: YesE] -,\,o El UTILMES:
APPROVALS: ZONM: WASTE WATER: ENGrNMERING: '
t t"t FIRE - BUILDING: COMMENTS: _
Ok to construct single family home with
setbacks and impervious area shown
on plan. Rcvisc+:
Jtmc30,2015 Ptraiit AppLicaflon
DEC 0 2017 I
CITY OF SANFORD
BUILDING & FIDE PREVENTION
1
PERMIT APPLICATION
Application No: V
Documented Construction Valtte: S L _
Job Address: " Historic District: Yes El No
Parcel ID: 1 ( ( Residential Commercial El
Type of l t`ork: New Addition Iteration RepairEl DemoEl Clraragc of UseEl Nlove El Description of Wort;:
Flan Review Contact
Person: Phone: i Fax:
Email. 1t-' Property Owner Information
Name e Phone:
Street: Resident of
property.' : City, Mate Zip:
Nantc Phone: 07-
Street; _ - Fax: City,
Mate Zip:
Mate License No.: C r 1$ Architectl ngineer Information
Name: 0t Phone:
Street: a " t
Fax: UQ
Cit-y, St,
Zip: r $ F-mail: Et:} Bonding Company: Iiortgal;
e Lender: Address: Address: WARNING
TO OWNER:
YOUR FAILURE TO RECORD A NOTICE OF CO,IYIEtiCENIENr MAY RESULT IN YOUR PAYING TNVICE 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, CONSULS WIT11
YOUR LENDER OR AN ATTORNEY BEFORE RECORD[NG YOUR NOTICE OF CO:NEVIENaCEMENT- Application
is hereby
made to obtain a permit to do the work and installations as indicated. I certifv that no work or installation has commenced prior to
the issuance of a permit and that all work will be performed to meet standatds of all laws re9ulatin; construction in this jurisdiction.
I anderstaaod that a separate permit tutist be secured for electrical %vork, plunabin-, suns, wells, pools, furnaces, boilers, beaters,
tanks, and air conditioners, etc. FBC' 105.3
Shall be inscribed with the date of application and the code in effect as of that date 5" Edition (2014) Florida Building Code ReNiscdJune30i 2015 PenaaitApplication
TLa,"- IL adld;tion to t!is requ:reme-ts cf tli:s p,,;rnit, t`ere Inay be 4(fda;Qu t! r'S'6"iow zpp,icaInle to Cus prol;cr'y tliat may be
foual in "w public raconij of this couri:y, aria: dierc nray Esc a1-:dirL)aa.' oernut3 rLqu&Qzl fonlother gov'-Trmcntal enliucs sucl'. as water nara.
gerrendisHo's' 5tata 0."en'ies' or fee';'ral agencies. zkcceptaace ofpertr,
i! is vcracatio,-, that I will rcotthe owrwr' of the Property crthe requir=ctrs of F I irica Lien Law, FS 7i3 Taz City of SanCovd req-
4ires payment of a plan revievi fze at the tizae oflpo:rnit subnittal. A copy -of the executed coat Tact is required in order to calculate a
plant review ctilargc and wiK be considcrcd tl,,.- ostimat.-d cor.stuct-,on vakm of the job at the Jtus oratibmittal, The actua: corratract,ion value
will be lligiu-ed bF4od on the can-ent ICC Valuation, `fable in effc;t at the tirzie the pe Mnit is bsuzd' in acco. da.'uc- Nvith local
ord;liariac. Should calouated charges fig-.ned off t"Ic executed contract exc=-d the actna" construction vahre' credit will be applied to your
pormi, fees when the permit is is.,;;-ed, 2)LNE, RS AFFID.,VMJ certify
that all of the lforagoing information is accurate and that all work w-4Jl be done In compliance Nvith all
applIcable laws regulating, construction and zoning, C prin 10c nc'C N
zvw
P act, Can, ','QVAScnt'& N-a= Ara k^ RACHEL BLACKWELL RAMNotary
Public - State
of Florida LACKWELL
a 'R Notary Public - State
of Florida
MyComm, Expires Jan 12, 20 18
MY Comm, Expires Jan 12 2018 2350 Commission # FF OC Commission # FF 72J" 50 oyfn't I ) Me 01 v "rowtoNfeorroduce,d Ty ) e of TD _ Yt)
e 0 BELOW IS FOR OFFICE USE ONLY Perunits
Required. Building [] Elea-ica' E] Mechanical [
I Plumbing[] Gas[] RoofE] Conaruction Type: Occupancy Use; Flood one: Total
Sq Ft of Bldg: ft 1
N1111. Occupancy Load: # of Stories; New Construction: Electric - # of Airips, plutilhina - A
of Fixtures Fire Sprin1derPernift: Yes[] ME] 4 of Heads
Fire Alarin Permit: Yes [I m) APPROVALS: ZONENG: UTILITIES: WASTE WATER: F N
G FNT- E R FNCT:
FIRE: BUILDING'COM'NIIENTS: fr::vYscc: fimo 10, 79
11 Nrwk
AppI;w1on
Flood Zone Determination Request Form
Name: Tracy Wiggers Firm: David Weekly Homes
Address: 225 S. Westmonte Drive, Suite 3300
City: Altamonte Springs State: FL Zip Code: 32714
Phone: 407.865.8255 Fax: Email: Twiggers@)gmail.com
Property Address: 4619 Eureka Lane
Property Owner: CND- Reagan, LLC (Texas LLC)
Parcel identification Number: 22-20-30-520-0000-0420
Phone Number: 713-3163365 Email:
The -reason for the flood plain determination is:
W New structure Existing Structure (pre-2007 FIRM adoption)
El Expansion/Addition [J 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 4360)
Flood Zone: X Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number: 120294 0160 F Map Date: Sept. 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
El The parcel is in the: 0 floodplain Ofloodway
A portion of the parcel is in the: floodplain 0 floodway
The parcel is not in the: [W floodplain E] floodway
El The structure is in the: 0 floodplain floodway
The structure is not in the: 0 floodplain floodway
If the subject property is determined to be flood zone 'A', the best available information used to
determine the base flood elevation is:
BP# 17-3532
Reviewed by: Michael Cash, CFM Date: December 11, 2017
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole Count),, Winter Springs
Date:
I hereby name and appoint: r"S
al -I a -;tilt of: Tr J/—
Na i w;-ovc
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (cheek only one option):
0 The specifiL ei-mit and application for work located at:
Suvvt Addivss)
Expiration Date for This Limited Power of Attorney:
License Holder Name:
State License Number-:
Si(xnature of License Holder:
STATE OF FLORIDA
COUNTY CIF
The fore-oing nistrumeq dK4s a kno Vlcdc-d before me this day f 1y0' 20k'
i personal—lyknown bywhoiskto
the or o who has faro aced _-- as identification
and who did (did not)'take an oaOL RACHEL
BLACKWELL Notary
Public - State of Florida kly
Comm, Expires Jan 12, 2016: faCommission #
FF 062350 xt
RQ,,,
M 12) rant
or type name Notary
Public - State of Commission
No, My
Commission Expires:
Application for Paved Driveway, Sidewalk or
Walkway Including Right -of -Way Use &
1 Landscaping in Right -of -WayR
a 779
aa(cTqV'q.v
Department of Planning & Development Smicicts
WO Nor(h Flaik Avenue. Sarfard, =Icrna 32771
Phore: 4C7,Ge8,5 140 Fax: 407_"8.5141
M " a Perri: aullicirzas work o be done oil ' tt-.0 3GLIect ?spar ty or In the "hy of Sonforl's right -oft -way Ir accordance wMi theCR,fs regvahorls and the 0344ned cons; rjcflcrf plans approved 93 part of INs perrmt, —he peenml,a reoulred for driveway or
sld%valls conVuCtion over 10C square feet of ccricrete or other mate or the subject pascal AM I or any construction of a
Iscatte Imp(overnerls withia the city rIght-or-way. it does not approve say work ef(Wn any oCfer 16drIvevaywal.Way or far.,,
M reqieatad informs tto n below as we !as 3 Current Survey . offs far or plat clearly Identipying U, a xris.y even lithalm
LIS andloM.on of file adat.:ng rIght—olf-way and tife shall bg provided ^or applizahon could be deloyeo, Call tlifora jou dlif
1 , ferclitattLocatorl/-\ddraw
i
Z Proposed AAvihf: For"Ieway 'vVilkway Cther
a SehedLla, Cf"4",b f V Start, Date Completion fete Emergency Repairs
ErrefaescrIption of Wortc
rablincanance Kesoonsfoiiittositnctemniticatieti
T',re Raq,.eacr, and No s,coiiisscr:i and 018319noVall " rOaX,0311110 for rentah'al arainteflarce of the inloroverient irstalladurcer this Agrisenlen°, Th,,i
shalt Pclude nriantananoo of the imorcvistrant ard vnpavod po,'ion of ii%'Aof-way adjacent rlem,', Ractuastof may, with written Gary authorization, nernove
sold Insta4ation(4rortyvernert Ailly rastoring tie rlght-of-way to Ito previous condliforL Ir tire evort: Wat any Lquryr ccristraction Of roidwey"', Aftes,
s,zrTvmtar ladliflas, or ary jeraral ma!n1ronance, activitlas by, tha City b000ras in corryle wit, the above parr in Activity, the permll,!ae shall move ;
V ate ardor repair as necessary at no cost to the City lef8anford If Requestoraces MCA
CLAtinuct.01 rr4fltalri tf-e improvement and amck tat Accordance wf h pravlcosiy stated crifeae, or completely rustore the right-of-way xi Its previous cordsion.
the City shall, biltv, app cpdate notice, rastoo ire aroa to ila 'troveo3 zcndifior at the Rartriastoes axpensa find, 1 -iccessary, life a lien on tha Risquestor'*
property to recover costs oiretforafon. Tetra
Wast aylteryl parroifted by low, Requester agrees to 3aferld, incemnlry, arld hoed i"Wrillens tre C;y, Itat oniine loerscris, agents, sofvarts, or employ- ees (
anpointed, elec!od, of hires) From and agfiin3t Any and claims, peflaitios, damind% sins, ltrJqalents, losses, expenses, damages (daw,, Indirect of
corsequemiel), or irlurl of any nature Whdtiaoevar ',a parson or pmparlty, and Ta m= and expensas Incident 1hasele flncudirg costs ol doifunse, sictramant,
and roasionispla attorney's fees vp to one inclueiic a;i Aopeaf;, retitAbrig, in any fz zhian from or writing &Lctfy W:ndirectly cut of,," conriao.odePith
the :roe of the City'a rlght-oi way, I have
read and and and the above statement and by signing this application I agree to its terms Pre-paur
Inspection by: This permit
shall be posted on the site during construction, Please call
407.6311.5080 24 hours In advance to schedule a prollsour in3pGOon, NM Application
No:
Fee. cite: Roviowed: Pubk'
Arcrks
Date. asfitfas Date:
Approverd: Erigheem'
q
Data: Site flispemed
Cy pate: Spyrotal PerrW
Gond!C,ons:
1`0111 1 Tl 1( NT I'
ll, S 11) l,'N'l,') A 1, 11110 11 hl"IT'ES' Alf:
nnlonto sprin"S Cassclbel'I'Y, Lon -wood. Ovi(do, saflfol d' Sonlinolecou'
lly nk'ISprhlgs IIzlPi
oj e, t A PtofC""t Nal"IC:SP Building
11urmit i; Li
ecosidararion tzar authorizing th-, appl'op6a'o mili(y compaily to, en,,rgiz-, 4h facility, wo agroo with nd und,
crsta-ld the following: I. '['
his T(I'LY/pre-power application is valid only for one -rand two-family dwellings. 2.
The facility wf11 not be occupied until a certificate of occupancy has bocci issued. 3.
If the. jurisdiction hereafter finds that the facility has becu occupied before a Cetfl]ICHte Of OCCU'pincy has been
issued, the jUHS(liCt1:011 Will haVC the unilateral right to direct the otility to terannatc electrical service without
notice. Futihermore, we understand and d12,, should thpjurisdictior, exercise such right, t? e jurisdiction
will not be responsible for any damages or costs which may result from the exercise of such right.
Also, in the event any third party claims damages From the excreise ol'such right, we agree to jointly and
individually indemnify and hold harmles,9 the jurisdiction frorr all SLICI, damages and costs, including attorney'
s fees. 4,
Prior to pre power, the buildill- or structure sTiall be weather light and szeurc. The electrical wiring in the area
designated for pre -power shall be complete and in safe order. All electrical services associated With the area
will be 100% complete unless specifically approv.-d by the electrical inspecto'r, S.
Interior electrical rooms shall be lockable, if electrical pancis are in an area that cannot be locked by doors, the
panels shall be equipped with a locking me-ohanisin (approved by the AFTJ). The 4epsed electrical contractor
or his licensed representative shall hold the keys(s) For SUCIa access to electrical panels to prevent energizing
circuits other than those that are safe. 6.
This TUG/Pre-powerapproval is valid for a maximuni of 180 days front date of approval. 7.
117provided, the fire sprinkler system must be operational with water oa thesystemprior to pre -power, 3, TUG
approval is for service and otifst(le GFCT otitlets only, Check with
the local jurisdiction for fares associated with trigs. ofo Der"
Fenant r"""' ""'une ' 'J' IV? i
i i a t L M o 0,,v n e rn'e JURISDICTION ENWLOYEE,
NAIME: JUWSDICIFION: Prima "
Ge ,
ContrFcu'r Signau e
of Gen. ontraclor U_ Yn
q 59 1 Gen, Contractor
Ncewc'P CALLED INTO: Procyle'
ss Encrgy t - Z C'I,
0 ;7' I (V 15) C) Florida Po;'
Ver and Light Pr,int Name
o(El. Contractor A Sigmatm-, of
Cl,
Contractor S1, Contractor License
P on
Orlando Division
zzss.weumonuDrive, s"xezonu Altamonte
Springs, normaazrz4 mx:
mzntas-9os Homes
4O1QEureka
Lane COST BREAKDOWN
ITEM COST
LOT COSTS
109.860 PANELCHARGES 117
FEES, SURVRS.|
NSP& DISC 4.
399 LOT PREP
0.141 FOUNDATION 8.
374 FLATVVORK 5.
345 FRAME 11.
297 WINDOWS 9.
808 EXTERIOR DOORS
5.046 SHINGLES 0.
027 MAJOR MECHANICAL
10.521 LOW VOLTAGE
3.808 INSULATION 4.
508 SHEETR(]CK
7.900 CERAMIC TILE
8.755 FINISH TRIM
5.895 HARDWARE 065
CABINETS 8.
042 K-TOPS
8.413 MARBLE 313
MASONRY 8.
368 PAINT 8.
854 GRADING 3.
782 CLEANS 1.
987 APPLIANCES 5.
140 LIGHTING 02.
014 MIRRORS/SHOWER
DOORS 1.206 FLOORING 8.
254 GARAGE DOORS
4.895 LANDSCAPE 8.
184 OTHER HARD
COSTS 8.158 TOTAL 120.
880
BUILDING PERMIT
Tyro Max
10
20
30
Per mitg
Ins ection
Footer
Sternwall
Form board / Foundation Survey
30 Slab / Mono Slab Prepour
40 Lintel / Tie Beam I Fill I Down Cell
50 Sheathing — Walls
50
60 70
Sheathing — Roof
Final Window
60
60 80
Roof Dry In
Lath Inspection
70 Frame
70
80
1000 Final Roof
Insulation Rough In
80 1000 Final Stucco 1 Siding 1
90 Drywall / Sheetrock
90 1000 Insulation Final
1000 Final Single Family Residence
Address -
ELECTRICAL PERMIT
Min Max Inj=tion.I M'titan
10 Underground Electric
10 Footer / Slab Steel Bond
20 30 Temporary Underground Power ('TUG)
30 Electric Rough
1000 Electric Final
Min Max
10
Inspection Description
Plumbing Underground
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
MECHANICAL PERMIT
Min
10
Max Insection Description Mechanical
Rough 1000
Mechanical Final REVISED:
June 2014
A
Kilk 1101",
IN " nix oell , 3nlist a iiiiSn Ni as
M na?4x #ti ' H nFh R in-n° I .as e°an 3 , , eN Purcel
its it nth nain { .'tl Columer aaml i l,
lieoMork; k; New ...;.._1 ,tin tst Moan .. { A lwn .tnninan, Ors 4nn hk .. . .. Demo 2 s $ y ove 1401,
Review Cuntacl Person: Pholle:_._... . ._
EumuA l F Prc)
pc,,,rty Owner Information Name
Phone: Street:
Resident of property? q,
We Zile. Contractor
Information Phone:
i.
t°art ti City,
state Zis State License N(,),: ArchitectlEngineer
Information Name: _
photle Street:
Fax: Qe
t _ . Baia; Mortgage
Lellder: WARNING
To OWNER: YOUR FAILURE W REC'C RDA (Y 1(.1, CST RESULTIN kOUR PAV INCH
TWICE E FDRi MT'TRMf,M'TEN T S 1) FOUR PROPERTY. A NO T tC T OF C 0I`t'TMENC'T;MEN tMUS I BE Itt,(:C.
TIMraM AND T'ia,',,)T'.ED ON .T TiE JOB SITE BEFORE ME FIRST l'v'SPEC. i TON. Tr, Y(Hj tip i'T{,ND .I a ) OBTAIN AIN Ta'INAN
ING, CO NSIM WITH YOUR LENDER OR AN A T'T(MINEV rtT!:T+MiE; RECORDING YOUR NMIC'E OF 111alakAion iti
hmvby made to obtain a }aumit w do Te wunt nand install<atit ns as inclicawd. E c:WH" that no aatark or inuMlatitan hays C nanaenced
ivicar to we: issa.amme of a henna and Hwt ail wexak w M he kerPcamwd to meet statuhuds ol'a[i laws regukating consttMtata in IN
ju i dictitan. t uaads:rshmd that to sepaaimle Taerraait taaaast be satc.aamd t'aar c.lcactai! asodq TaiaaaaalaW% silnq "M !a€acals., t'aarnaa
m, Ta€ailttrs, heaters, tanks, and air ctaaaeTiticaaaers, €atca FBC: 1013
SIa U he ItPS£-I'8h4t) whit atae date of aaplalicadon and the code in effect as Of that draft. 5" EdWou (201Q Plorid a 3WalOng Code kc,N
ised, Juaac 30, 2015 P ml Atataltc<aron
L-3
1 in NVKH,"i to 10 '0 014 1 mo ': apj j": n, 'Wk"n Ak jwq"n (&a am
in HTurds A !hv, O"uu" and dww Mw in, M910"pi, p=Hapi I qWnmu w%T Npon M"My MV, Am! :; ""h I Aai<
lin"cil", i' 0l-(L'oll entImm"Wint
rat` nmowmintm joc io lu A kWh&! PS ;K' I he
MY Q Sun WRI iequhvs I Q In WH 110 PWU Rn 0v VC at V I hnc of! OTn"t subtriMal. A "Iye oC!hQ exec"! ed vorlyin"I is rujuh a I in Me,
N, cakwimc a 11M ww" vomnv and "d I hc WMA"d dw cm"alcd cu IOU W 4", vQ1AA4dwQ MIN 10w of wNn ON, IS Wind
comhuc6on Muc "ill no kqwed hvcd on the cmknt W valmakal Koe in Mv M dw low dw p"Mo is Vurd, a wxordanw kOh
Icand Mhumns, Skrouk! calcubay kAmyges fypnvd On &C ouomm "Mat I ound IN mvial wmii moon valm CRON WN
1W qjdied W }`ca. psnot R" WhM V PUMA k P.W(L AWFE'R"
S AFFIDAVU: I verINV thal A of the lbreguing iiHn"ivation is acrurate u"d thju all Ivall, %vil, 1w done
in compHance whh A appikuhle laws regulMing cominmy" and zoAng, Su aiatuw
of Oovnck"Agtut Dmc Pi int Owrwi '
Agent's Name CKWAgent is Personalo
Known to Me or Pi'oduced ID '
1jim of JE) PHM CMqWWKAlqw Nam
Iptitfftirc of'Note -'
CHAD VV COWDERY
I &A, My
COMMIS13,
10N
N FF985916 FXPIRES All,6125,
2020 C'ontuictot'/Agum
us' 11", Ilet'sonally
Known to Me or Prudmed 11) Typ(
ll of I LD BELOW IS FOR
OFFICT USE ONLY I - r - I
Ilermits izequire& iiujj(ji,q,F"1 i e c, i r- j El Mechatdcal r - Mumbind Gas izoo r r-1 --J L—IConstructionOccupalleyUse:
Fhod Zone: Too! Sq F1
of -- -------- mill. Occupancy Load: — ----- - ---- Nny Cluoruction: Electric -
11 Mw.Plumbing - H
of Fixtures FhvSpdnkkrPennW Yes[ No
FlreAlarmPermit Yes[ No APPROVALS: ZONTS: VAST(,',
WA 14,,,R:
CITY OF
Build ing Fh-e Prevon Division SFORDPE&VIT APPLentiICA TION FIRE
DE PA PN T M [ N',r Application
No: Documented
Construction N,altle. S 7100 Job
Address: 4619 EUREKA LANE Historic District: Yesl:]Nol:l Parcel
ID: Residential Commercial Type
ot'Work: NeNvz :addition o Alteration[] Repait-11 Dernoll Change of Use El MoveH NEW
SINGLE FAMILY HOME CONSTRUCTION Descriptionot'YN"ork- 7
Plan
Review Contact Person: Title: Phone:
Fax: Ernail: Property
Owner Information Name
DAVID WEEKLEY HOMES Phone: 713-963-0500 Street:
1111 NORTH POST OAK ROAD Resident of property? City,
State Zip: HUSTON, TX 77055 Contractor
Information Nwn,
SPEGAL PLUMBING LLC Plione: 321-256-1234 Street:
1767 BENBOW COURT Fax: APOPKA,
FL 32703 City, State Zip. State License No,:L-F Architect/
Engineer Information Name:
Phone: Street:
Fax: City,
St, zip: E-mail: Bonding
Company: Comm
Mortgage
Lender: NVARNINGTO
OWNER: YOUR FAILURETO RFCORD A NOTICE OF COMNIFNCEMENT MAY RE.S`LT IN YOUR PAYING TWICE
FOR IMPROVE'MENTS TO YOUR PROPERTY. zk NOTICE OF CO.M.ME.NCEMENT MUST BE RECORDED AND
POSTED ONTIIE JOB SITE BEFORE TIIE FIRST INSPECTION. IF YOU INTENDTO OBTAIN FINANCING, CONSULT NNITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING FOUR NOTICE OF CONIME N'CENIEN'
L Application is hereby
made to obtain a permit to (to the work and installations as indic.tted. I certify that no work or installation has commenced prior to
the issuance ol'a perrinitanti that all work will be performcd to niect standards of all laws regulating constniction in this jurisdiction,
I understand that a separate permit must be secured for electrical work, plumbing, signs, Avells, pools, furnaces, boilers, heaters,
tanks, and air conditioners, etc, FBC 105.3
Shall bvinscribed ),vith thvda(v of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code R0)w(1'R1nw1T1,
201S Permit Apphiauon
60
NOTICT: fit addition to the rcquircrnoits of this perm}, there may be additional restrictions applicable to this property that may be
four el in the public records of this county, and there aely 1w additional p rrnits rQquircd front other goN crnimnial entities such as Nvatcr
nattiagerimit districts, state agencies, or fedend agencies.
Acceptance of permit is wrifictition that I will notify the owner ofthe property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires Payment of at plan TO iew fee at the tittle ofhermitmibrnitlaL A copy of the executed contract is required it)
order to calculate it plan rcvicw charge and wil I be considered the estimated Construction value of the jot) at the time of submittal. Thc
actual consiruction valoc will be figured based on the current ICC Valuation Table in effiect at the time the pc nit is issued, in accor(
hince With local ordinance. Should eii1cultited charges figured oil' the executed contract exceed the .10U.11 construction value, crcdif
vN ill be applied to Your permit fees when the permit is issued. ER'
S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work -will ONN'Nr, be done
in compliance with all applicable laws regulating construction and zoning. signawre ol'
floridla Date OxvneriAgent is __
Personally Known to Me or Produced ID
Type of ID Signamic ot'
Conttmor Agml I Lac 11 Ik
N 116w Untriq4t
Agoit's Nanw signalurc 0.
1, Notar`y-slatc of Florw',%, Daic KRISTA MICHELLE
VINES x I'
ll MY C -I S FXPME-S
Apr if 6, PO 18 C'a;
4 to Me or Produced ID -,
716v pe cif ID BELOW IS
FOR OFFICE USE ONLY Permits Required:
Building El l"lectrical [J MeclianicalE] PlumbingE] GasE] Roof[] Construction Type:
Occupancy Use: Flood Zone: Total Sq
Ft of Bldg: Min. Occupancy Load: ff of Stories: New Construction:
Electric - # (if Amps Plumbing - # of Fixtures E- Fire Sprinkler
Permit: YesE] NoE] tr of I leads Fire Alarm Permit: Yes El No APPROVALS: ZONING:
UTILITIES: WASTE WATER: I-,ING
I N 1`1RING: 1[ R Fl: BUILDING: COMMENTS: Re, iced:
R;
nuar) 1,201,S Permit Application
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $
JobAddress: Historic District: Ye's No< Parcel
ID: ResidentiaQ Commercial Type
of Work; New l5a Addition D Alteration El Repair El DernoEl Change ofUseEl MoveEl Description
of Work:10_0 Plan Review
Contact Person: Title: horn Fax:
Email: 6" Property Owner
Information Name A
Phone: Street: QRE3
411 mk-) Resident ofpperty? City, State
Zip: Contra tor
Information Name Phone:
q0 Street: SC
C ax: City, State
Zip:eaa State License Igoe:C -AC a4d, ArchitectlEngineer Information
Name: Phone:
Street: City,
St,
Zip: Bonding Company:
Address; Fax:
E-
mail:
Mortgage Lender:
Address: 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. 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 perfonned 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. FRC 105.
3 Shall be inscribed with the date of application and the code in effect as of that date. 5'h Edition (2014) Florida Building Code Revised: June
30, 2015 Permit Application
N_OTICE: 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 at the time of permit submittal, A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate And-fFiat a4fwork will
be done in compliance with all applicable laws regulating construction and zuoinng-
Signature ofOwner/Agent Date Ii, ,,,eof0)n1,aoto,,1Agen1,
Print Owner/Agent's Name Popt Cororactor/Agpt's Name
Signature of Notary -State offlorida Date Signature of No ry-State of Florida Date
ltv,—, CHERYL D AKA
MY COMMISSION # FFD98962
EXPIRES June 05, 2020
407),190-0153 L011111N11141yS1!1V1Ce COM
Owner/Agent is Personally Known to Me or Contractor/Agent is _&rL,-Personally Known to Me or
Produced ID - Type of ID Produced ID _ Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building[] Electrical El Mechanical El Plumbingn Gas E] RoofE]
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: in. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - N of Fixtures
Fire Sprinkler Permit: YcsE] NO # of Heads
APPROVAJ,S: ZONING: UTILITIES:
ENGINEERING: FIRE:
Fire Alarm Permit® Yes [] NoEl
WASTE WATER:
Revised: June 30,2015 Permit Application
STATEWIDE State Cert CAC032448
1-888-831-2665 2"'JDEL-A1R
11111EATINC - AIR CONDITIONING
David Weekley Homes Revised Date: March 13, 2017
225 S. Westmonte Drive, Suite 3300 Phone: 407-865-8210
Altamonte Springs, FL 32714 Page 1 of 2
Job Name: Reagan Pointe — 34' Cottages & 40' Gardens
We propose the necessary labor and material to install heating, air conditioning and ventilation for the above job.
Design Criteria:
R-38 - Vented Under Attic
R-19 - Vented Knee Wall
R-7.0 - Block Walls
R-19 - Frame Wood, Exterior
R-13 - Frame Wood, Adjacent
Windows - Vinyl Low E
Double Pane - U-Value = 0.34 SHGC = 0,30
Water Heater - 40 gallon Electric Eff: 0.94
REAGAN POINT E - 34' COTTAGES
FA_NS/FAN- f0_TAL
L 17G HT CONTRACT
PLAN NAME TONNAGE --SEER HSPF COMBOS-- i R_IGE NOTES
7413 3.0 14.00 8.2 4/0 6,597.Added 3/131176
7497 2.5 14.00 8.2 4/0 6,449.00
7498 2.5 14.00 8.2 4/0 6,250.00
7499 2;:5 14.00 8, i 0 6,189.00
REAGAN POINT - 40'GARDENS
FAN S/FAN- f0_TAL
LRG HT c6-NTRACT
PLAN NAME TONNAGE SEER HSPF C6M_BOS RICE NOTES
7510 3.0 14.00 8.2 4/0 6,850.00
7511 3.5 14.00 8.2 4/0 7,044.00
7512 10 14.00 1, 8.2 4/0 6,978.00
7513 10 14.00 8.2 1 4/0 6,758M
NOTE: PRICING BASED ON NEW CODE.
Pricing valid for (6) months
Equipment to be 14 SEER Carrier Heat Pump FB4/CH14NB)
Cust Initials
FINAL SURVEY
LEGAL DESCRIPTION:
LOT 42, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK
81, PAGES 45 THROUGH 52, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
FLOOD INFORMATION:
BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA,GOV,
THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF
SANFORD, COMMUNITY NUMBER 120294, DATED 09/28/2007.
CERTIFIEDTO:
DAVID WEEKLEY HOMES
N
W E
TR - Telephone Riser
SAN - Sanitary Stubout
19 EUREKA LANE, SANFORD, FLORIDA 32773
O,` . oc1 0 ?,
5`' '1 ..... so•
c
s ............ ...... aQ\
4)
6'0. 0 QQ
tiQ9a SGF \`aAs R
f2 so
0
O
r \ a7 4'
f
aJ
r \
r
Site Benchmark Information- \
1 \
End. Nail & Disk LB #2108 in Centerline `
Elevation:45_65' 0 \
2 fsrQ
End. Nail & Disk LB #2108 in Centerline
Elevation: 51.04'
4k Seminole County Control Point GPS
Name 0117, Designation 488120117.
Elevation = 45.350'.
Elevations are based upon NAVD 88 Datum)
Revision: Final Survey - 08/27/18 - TCK
Revision: Foundation Survey - 03/08/18 - TCD
Revision: Removed Concrete Pad & Updated Impervious Calculations - 1/23/18 - RIPS
Field Date: 8/24/2018 Date Completed: 08/27/18
Drawn By: T.K. File Number:IS-42404 FI
Legend-
C Calculated PC - Point of Curvature
Centedine pg. - Page
B Concrete Block PI - Point of Intersection
CM Concrete Monument P.O.B.- Point of Beginning
Conc. Concrete P.O.L. - Point on Line
D Description PP - Power Pole
DE Drainage Easement PRM • Permanent Reference
Esmt. Easement Monument
F.E.M.A. • Federal Emergency PT • Point of Tangency
Management Agency R -Rad'us
FEE Finished Floor Elevation Red. • Radial
End. Found R&C - Rebar & Cap
IP Iron Pipe Rec. - Recovered
L Length (Arc) Rfd. - Roofed
M Measured Set • Set %" Rebar&
N&D Nail & Disk Rebar Cap "LB 7623"
N.R. Non-Radial Typ. -Typical
ORB Official Records Book LIE • Utility Easement
P Plat WM • Water Meter
P.B. Plat Book A • Delta (Central Angle)
M- wood Fence 0- - Chain Link Fence
Tree Note:
Palm - Denotes Tree Type
Tree Cluster
EP
Decu34mell by::
Atyd k I n.644
810ED63FCAE64EB...
NOTES-
Survey is Based upon the Legal Description supplied by Client.
Abutting Properties Deeds have NOT been Researched for Gaps, Overlaps and/or Hiatus.
Subject to any Easements and/or Restrictions of Record.
Bearing basis shown hereon, is Assumed and Based upon the Line Denoted with a'68'.
Building Ties are NOT to be used to reconstruct Property Lines.
Fence Ownership is NOT determined.
Roof Overhangs, Underground Utilities and/or Footers have NOTbeen located UNLESS
otherwise noted.
Septic Tanks and/or Drainfield locations are appro.imate and MUST be verified by
appropriate Utility Location Companies.
Use of This Survey for Purposes other than Intended, Without Written Verification, Will be
at the User's Sole Risk and Without Liability to the Surveyor. Nothing Hereon shall be
Construed to give ANY Rights or Benefits to Anyone Other than those Certified.
POINTS OF INTEREST -
DRIVEWAY AND SIDEWALK CROSS EASEMENTS.
Gra hic Scale
16. 26 40'
Scale: 1 "=20'
i aby Cedily that Inis Boundary Survoy of the above Described Property is
e and Correct to the Best of my Knowledge and Belief as recently Surveyed
W my Direction on the Date Shown. Based on Information furnished to Me
Noted and Conforms to the Standards of Practice for Land Surveyii
he State of rbrida n accordance with Chaper 5J-17.052 Florida
nitistrative Codes, Pursuant Q,Uption 472,Q27 Florida Statutes.
FORTHEFIRM
This Survey is Vn onde Rl .y. E use of Said Certified Parties
Th. Survey NOT VALID UNL and Embossed with Surveyors Seal
Inland & Associates Surveong, Inc.
1301 S. International Parkway Suite 2001
Lake Mary, Florida 32746
www. ire la nds u rveying.com
Office-407.678.3366 Fax-407.320.8165
FORM R405-2014
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Prefect Name: Lot42 Reagan Poi nte7497N E Builder Name: DAVID WEEKLEY
Street: 4619 Eureka Lane Permit Off cc: NVI-A
City, State, Zip: Sanford , FL , 32773 Permit NurnDorzfl 1 7 - 3 5 3 2
Owner: ee Jurisdiction: 691500
Design Location: FL, Sanford County:: Seminole (Florida Climate Zen(, 2
1 New construction or existing Now (From Plans) 9, Wall Types (2297.3 sqft.) Insulation Area
2, Single family or multiple family Single-family
a. Frame - Wood, Exterior R l 3.0 1392.00 it'
b. Concrete Block - Int Insul, Exterior R=7.0 681.33 ft'
3. Number of units, if Multiple family 1 c, Frame - Wood, Adjacent R=110 224.00 ft'
4. Number of Bedrooms 3 cl. N,'A R= W,
5. Is this a worst case? Na 10. Ceiling Types (1068.0 sqft.) Insulation Area
a. Under Attic (Vented) R=38.0 1068.00 ft'
6. Conditioned floor area above grade (ft2) 1608 b. WA R= ft,
Conditioned floor area below grade (ft2) 0
c. N,'A R= It,
11. Ducts R ft2
T Windows(229.7 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Garage 6 3214
a. U-Factor: DbI, U=0.34 229,67 ft'
SHGC: SHGC=0.30
b. U-Factor: N/A ft2 12. Cooling systems kBtu"hr Efficiency
SHGC:
a. Central Unit 28.6 SEER14,00
c. U-Factor: N/A ft,
SHGC: 13. Heating systems kBtu/hr Efficiency
d, U-Factor: N/A ft2 a. Electric Heat Pump 28.6 HSPF:8,20
SHGC:
Area Weighted Average Overhang Depth: 1,724 fL
Area Weighted Average SHGC: 0.300 14, Hot water systems
a. Electric Cap: 40 gallons
8, Floor Types (1097.0 soft,) Insulation Area
EF: 0.940
a. Slab -On -Grade Edge Insulation R=0.0 540.00 ft2 b. Conservation features
b. Floor over Garage R=l 9,0 466.00 ft2 Nona
c. other (see details) R 91.00 ft2 15. Credits Pstat
Glass/Floor Area: 0.143
Total Proposed Modified Loads: 57.40 PASSTotalBaselineLoads: 5&75
1 hereby certify that the plans and specifications covered by Review of the plans and S7, 4,?
this calculation are in compliance with the Florida Energy
0,
VIIE
specifications covered by this
Code. calculation indicates compliance x
with the Florida Energy Code.
r
PREPARED BY: Before construction is completed ft
DATE: 11/27/2017 SpencerRenner this building will be inspected for
compliance with Section 553.908
I hereby certify that this bull esigned, is in compliance Florida Statutes.
with the Florida Energy C e. 0I) WO
OWNER/AGENT:_.________ BUILDING OFFICIAL:
DATE: DATE: ___i
Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as
certified factory -sealed in accordance with R403.2.2.1.
Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and starting July 1, 2017
this project requires an envelope leakage test report with envelope leakage no greater than 7.0 ACH50 (111402.4.1.2).
11!27/2017 9:23 AM EnergyGauge@ USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 5
FORM R405-2014
PROJECT
Title: L ot42 Reagan Poi ntc7497N E Bedrooms 3 Address Type: Street Address
Building Type: User Conditioned Area: 1608 Lot #
Owner Total Stories: 2 Block/SubDivision:
of Units: 1 Worst Case: No PlatBook:
Builder Name: DAVID WEEKLEY Rotate Angle: 0 Street: 46319 Eureka Lane
Permit Office: Cross Ventilation: No County: Seminole
Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford .
Family Type: Single-family FL , 32773
New,Existing: New (From Plans)
Comment:
CLIMATE
V IECC Design Temp Int Design Temp Heating Design Daily _Fennp
Design Location TMY Site
1 --- ----
Zone 9 7, 5 o". 2.5 % Winter Summer Degree Days Moisture Range
FL, Sanford i -CIRLANDO-11SAINFOR 2 39 93 70 75 677 44 Medium
BLOCKS
Number Name Area Volume
1 Blockl 1608 15436.8
SPACES
Number Name Area Volume Kitchen OCCUidants Bedrooms Infil ID Finished Cooled Heated
Main 1608 15436.8 Yes 4 3 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter Ft -Value Area Joist R-Value Tile Wood Carpet
1 Raised Floor Main 91 IF 19 1 0 0
2 Floor over Garage Main 466 ft2 19 0,37 0 0.63
3 Slab -On -Grade Edge Insulatio Main 72,9 ft 540 W 0.38 0 0.62
ROOF
Roof Cable Roof Solar SA Emitt Ernitt Dock Pitch
Type Materials Area Area Color Absor, Tested Tested Insul. dog)
1 Gable or shed Composition shingles 1194 ft2 268 ft2 Medium 0,85 N 0.85 No 0 26.6
ATTIC
Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented i 50 1068 ft2 N N
1112712017 9:23 AM EnergyGaugeO USA - v5,1 - Section R405.4.1 Compliant Software Page 2 of 5
FORM R405-2014
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Under Attic (Vented) Main 38 Blown 1068 W 0.11 Wood
WALLS
Adjacent
Space Cavity Width
To_.___-W-aII_Type__- -. -.----_----.-....__--R-Value. EL___---in-___Ft-.__tr__--_--Area-----R-Value--
Height Sheathing Framing Solar Below
Frtran. ----Absor_---
1 SW Exterior Frame - Wood Main 13 24 0 9 8 232.0 ft2 0 0.25 0.6 0
2 SE Exterior Frame - Wood Main 13 48 0 9 8 464.0 ft2 0 0.25 0.6 0
3 SE Exterior Concrete Block - Ent Insul Main 7 24 6 9 4 228.7 ft2 0 0 0.6 0
4 NE Exterior Frame - Wood Main 13 24 0 9 8 232.0 ft2 0 0.25 0.6 0
5 NE Exterior Concrete Block - Int Insul Main 7 24 0 9 4 224.0 ft2 0 0 0.6 0
6 NW Exterior Frame - Wood Main 13 42 0 9 8 406.0 ft2 0 0,25 0.6 0
7 NW Exterior Concrete Block - Int Insul Main 7 24 6 9 4 228.7 ft2 0 0 0.6 0
8 Garage Frame - Wood Main 13 24 0 9 4 224.0 ft2 0 0,25 0,01 0
9 NW Exterior Frame - Wood Main 13 6 9 8 58.0 ft2 0.23 0.6 0
DOOR
Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 SW Insulated Main None 25 3 8 24 W
2 Wood Main None 25 2 8 6 8 17.8IV
WINDOWS
Orientation shown is the entered, Proposed orientation.
it
Wall
Ornt ID Frarne Panes NFRC U-Factor SHGC Area
Overhang
Depth Separation Int Shade Screening
1 SW 1 Vinyl Law-E Double Yes 0.34 0.3 46.5 it' 1 ft 2 in 2 it 0 in Drapes?'blinds Exterior 5
2 SE 2 Vinyl Law-E Double Yes 0.34 0.3 30.0 ft2 1 It 2 in 2 ft 0 in Drapes./blinds Exterior 5
3 NE 4 Vinyl Low-E Double Yes 0,34 0.3 30.0 ft2 1 It 2 in 5 It 0 in Drapes/blinds Exterior 5
4 NE 4 Vinyl Low-E Double Yes 0,34 0.3 10.3 ft2 1 ft 2 in 7 it 0 in Drapes/blinds Exterior 5
5 NE 5 Vinyl Low-E Double Yes 0.34 0.3 8.0 ft' 1 ft 2 in 15 ft 0 in Drapes/blinds Exterior 5
6 NW 9 Vinyl Low-E Double Yes 0.34 0.3 21.3 it' 7 ft 2 in 1 ft 0 in Drapes./blinds Exterior 5
7 NW 6 Vinyl Law-E Double Yes 0.34 Q 3 36.0 ft2 1 ft 2 in 1 ft 4 in Drapesrblinds Exterior 5
8 NW 6 Vinyl Law-E Double Yes 0.34 0.3 12.0 it' 1 ft 2 in 2 ft 4 in Drapes/blinds Exterior 5
9 NW 7 Vinyl Law-E Double Yes 0.34 0.3 20.0 ft' 1 ft 2 in 12 ft 8 in Drapes/blinds Exterior 5
10 NE 5 Vinyl Law-E Double Yes 0.34 0.3 15,5 ft= 1 ft 2 in 17 ft 6 in Drapes/blinds None
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 466 ft2 466 W 67 ft 9.3 ft 1
1 1127/2017 9:23 AM EnergyGaugeg USA - v5.1 - Section R405.4.1 Compliant Software Page 3 of 5
FORM R405-2014
INFILTRATION
Scope Method SLA CFM 50 FLA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) 000427 1801 98.87 185.94 .3838 7
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump Split HSPF:8.2 28.6 kBturhr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit Split SEER: 14 28.6 kBtuthr cfm 0.75 1 sys#1
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Garage 0.94 40 gal 60.9 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert # Company Name System Model # Collector Model # Area Volume FEF
None None ft2
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 6 323.4 ft Attic 80,85 it Default Leakage Garage (Default) (Default) 1 1
TEMPERATURES
Programable Thermostat: Y Ceiling Fans_
Cooling Jan ( Feb jMar A r Ma X Jun Jul X AugX Se Oct Nov Dec
HeatinX Jan X Feb lx] Mar Appr XjMay Jun JuI AuSep Oct Nov Xj Xj Xj X Dee VentingJan
Feb X Mar Apr May Jun Jul Aug Se Oct X Nov Dec 1
V2712017 9123 AM EnergyGaugeO USA - v5.1 - Section R405.4.1 Compliant Software Page 4 of 5
FORM R405-2014
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
11 i2712017 9123 AM EnergyGauge@ USA v5.1 - Section R405.4.1 Compliant Software Page 5 of 5
FORM R405-2014
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 98
The lower the EnergyPerformance Index, the more efficient the home.
1 , New construction or existing
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area
7. Windows— Description
a. U-Factor: Dbl, U-0.34
SHGC: SHGC=0.30
b, U-Factor: N/A
SHGC:
c. U-Factor: N/A
SHGC:
d, U-Factor: N/A
SHGC:
Area Weighted Average Overhang Depth
Area Weighted Average SHGC:
8. Floor Types
a. Slab -On -Grade Edge Insulation
b. Floor over Garage
c. other (see details)
4619 Eureka Lane, Sanford, FL, 32773
New (From Plans) 9. Wall Types Insulation Area
Single-family
a. Frame - Wood, Exterior R=110 1392.00 fE
b, Concrete Block - Int Insul, Exterior R=7,0 681.33 ft2
1 c, Frame - Wood, Adjacent R=1 3,0 224,00 ft2
3 d. N/A R= ft2
10. Ceiling Types Insulation Area
No a. Under Attic (Vented) R=38.0 1068.00 ft'
1608 b. N/A R= ft2
c. N/A R= ft?
Area
11, Ducts R ft2
229,67 ft2 a. Sip: Attic, net: Attic, AH: Garage 6 3214
ft2
12. Cooling systems kBtu/hr Efficiency
ft2 a. Central Unit 28.6 SEER:14.00
1.724 ft.
0.300
Insulation Area
R=0.0 540.00 ft2
R=1 9.0 466,00 fF
R= 91.00 ft2
13, Heating systems
a. Electric Heat Pump
14. Hot water systems
a. Electric
b. Conservation features
None
15. Credits
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspe
0'.
rwise, a new EPL Display Card will be completed
based on installed Code c pliant es.
Builder Signature: Date:
Address of New Home: City/FL Zip:
kBtullir Efficiency
28.6 HSPF:8.20
Cap: 40 gallons
EF: 0.94
41
pa
QD WC
I
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 R303.1 .3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
11/27/2017 9:23 AM EnergyGauge@ USA - v5,1 - Section F1405.4.1 Compliant Software Page 1 of 1
FORM R405-2014
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot42 Reagan Poi n te7497N E Builder Name: DAVIDWEEKLEY
Street:4619 Eureka Lane Permit Office:
City, State, Zip: Sanford , FL , 32773 Permit Number:
Owner: Jurisdiction: 691500
Design Location: FL, Sanford
COMPONENT CRITERIA CHECK
Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope.
Exterior thermal envelope contains a continuous barrier.
Breaks or joints in the air barrier shall be sealed.
Air -permeable insulation shall not be used as a sealing material.
Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the
insulation and any gaps in the air barrier shall be sealed.
Access openings, drop down stairs or knee wall doors to unconditioned
attic spaces shall be sealed.
Corners and headers shall be insulated and the junction of the foundation
Walls and sill plate shall be sealed.
The junction of the top plate and the top or exterior walls shall be sealed.
Exterior thermal envelope insulation for framed walls shall be installed in
substantial contact and continuous alignment with the air barrier.
Knee walls shall be sealed.
Windows, skylights and doors The space between window/door jambs and framing and skylights and
framing shall be sealed.
Film Diets Rim joists are insulated and include an air barrier.
Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside
and cantilevered floors) of subfloor decking.
The air barrier shall be installed at any exposed edge of insulation.
Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently
attached to the crawlspace walls.
Exposed earth in unvented crawl spaces shall be covered with a Class I
vapor retarder with overlapping joints taped.
Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or
unconditioned space shall be sealed.
Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled
by insulation that on installation readily conforms to the available cavity
s aces.
Garage separation Air sealing shall be provided between the garage and conditioned spaces.
Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be
air tight, IC rated, and sealed to the drywall.
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in
exterior walls, or insulation that on installation readily conforms to available
space shall extend behind piping and wiring.
Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air
barrier installed separating them from the showers and tubs.
Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or
air sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall be
sealed to the sub -floor or drywall.
Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have
gasketed doors
11 /27/2017 9:24 AM EnergyGaugeO USA - v5, I - Section R405,4.1 Compliant Software Page 1 of 1
FORM R405-2014
Rpplications for compliance with the 2014 Florida Building Code, Energy Conservation via
residential Simulated Performance method shall include
0 This checklist
0 A Form R405 report that documents that the Proposed Design complies with Section
R405.3 of the Florida Energy Code, This form shall include a summary page
indicating home address, e-ratio and the pass or fail status along with summary
areas and types of components, whether the home was simulated as a worst -case
orientation, name and version of the compliance software tool, name of individual
completing the compliance report (I page) and an input summary checklist that can
be used for field verification (usually 4 pageslmay be greater).
1:1 Energy Performance Level (EPL) Display Card (one page)
0 Mandatory Requirements(three pages)
0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4. 1. I -
one page)
0 A completed Envelope Leakage Test Report(usually one page)
El If Form R405 duct leakage type indicates anything other than "default leakage", then a completed
Form R405 Duct Leakage Test Report (usually one page)
11 !27/2017 9:22:52 AM
EnergyGauge®R - USRCSB v5. I
Page 1 of 1
FLORIDA E.'
BUILDING CONSTRUCTION
Envelope Leakage Test R•••
Prescriptive • Performance Method
Project Name: Lot42Reagan Poi nte7497NE Builder Name: DAVID WEEKLEY Street:
4619 Eureka Lane Permit Office: City,
State, Zip: Sanford , FL , 32773 Permit Number: Design
Location: FL, Sanford Jurisdiction: 691500 Cone.
Floor Area:: 1608 sq.ft. Cond. Volume: 15437 cu ft. Envelope
Leakage Test Results Leakage Characteristics Regression
Data: CFM(50): C : - — - -
n -- --- — R - - - -- - ELA:
Single or
Multi Point Test Data HOUSE PRESSURE
FLOW. EgLA: _----_—_-------- ACH:
am
ACH(
50) * :
For prescriptive
projects, tested leakage must be 7 ACH(
50). For performance projects, tested leakage must
be <= the ACH(50) shown on Form R405-2014
for this project. R402.4.
1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate
Zones 1 and 2. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals
as defined in Section 553.993(5) or (7). Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third
party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be
performed at any time after creation of all penetrations of the building thermal envelope. During testing:
1. Exterior
windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control
measures: 2. Dampers
including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures,
3. Interior
doors, if installed at the time of the test, shall be open, 4. Exterior
doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed: 5. Heating
and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply
and return registers, if installed at the time of the test, shall be fully open. I hereby
certify that the above envelope leakage performance results
demonstrate compliance with Florida
Energy Code requirements in accordance with
Section R402. 1.2. SIGNATURE: t /
s PRINTED NAME° &
Jk DATE: Testing
shall
be conducted by either individuals as
defined in Section 553.993(
5) or (7), Florida Statutes or individuals licensed
as set forth in Section 489.
105(3)(f), (g), or (i) or an approved third
party. A written report of the
results of the test shall be signed by the
third party conducting the test and provided
to the code official. 1112712017 9:
24 AM EnergyGauge@ USA - v5.1 -Section R405.4.1 Compliant Software Page 1 of 1
FORA R405-2014
Florida Department of Business and Professional Regulations
Whole Buildinq Performance and Prescrir)tive Methods
ADDRESS: 4619 Eureka Lane Permit Number:
Sanford , FL , 32773
MANDATORY REQUIREMENTS See individual code sections for full details.
13 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate, compliance, for the building. A copy of the EPL display card can be found in Appendix C.
13 R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.1 through R402.4.4,
0 R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The
sealing methods between dissimilar materials shall allow for differential expansion and contract!on.
R402.4.1.1 Installation. The cornponents of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in
accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction.
Where required by the code official, an approved third party shall inspect all components and verify compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air
changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through S. Testing shall be conducted with
a blower door at a pressure of 0,2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section
553.993(5) or (7), Florida Statutes or individulas licensed as set forth in Section 489.105(3)(f). (g). or (i) or an approved third party. A
written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be
performed at any time after creation of all penetrations of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or
other infiltration control measure,,;
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond ntended
infiltration control measures,
3. Interior doors, if installed at the time of the test, shall be open;
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed:
5. Heating and cooling systems, if installed at the time of the test, shall be turned off: and
6. Supply and return registers, if installed at the time of the test, shall be fully open.
0 R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air.
0 R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm
per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or
AAMA;'WDMA, CSA 1 01;1.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors,
0 R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2.0 cfm (0,944 Us) when tested in accordance with ASTM E 283 at a 1.57 dsf (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
13 R403.1 A Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
13 R401 I .3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load,
0 R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment
passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance
with Section C403,2.7,2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction
or rough -in testing below.
Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either individuals as defined in Section 553.993(5) or (7),
Florida Statutes. or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i). Florida Statutes. to be "substantially leak free" by either of
the following:
1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (1 13 Urnim per 100 square feet (9.29 m2) of conditioned floor area
when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer s air handler enclosure. All
register boots shall be taped or otherwise sealed during the test.
2, Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 L/mim per 100 square feet (9.29 m2) of conditioned floor area when tested
at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handier enclosure. All registers shall be
taped or otherwise sealed during the test. If the air handier is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm
85 _Jmim per 100 square feet (9.29 m2) of conditioned floor area,
Exceptions:
The total leakage test is not required for ducts and air handlers located entirely within the building envelope.
Duct testing is not mandatory for buildings complying by Section R405 of this code,
1112712017 9:23 AM EnergyGauge(0) USA - v5, 1 - Section R405,4.1 Compliant Software Page 1 of 3
FORM R405-2014
0 R403,2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums,
13 R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 "C)
or below 55°F (1 31C) shall be insulated to a minimum of R-3.,
R403.3.1 Protection of piping insulation,
0 R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily
accessible manual switch that can turn off the hot-water circulating Pump when the system is not in use,
0 R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 112 inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage tank,
R403.4.4 Water heater efficiencies (Mandatory).
0 R403.4.4.1 Storage water heater temperature controls
R4014.4A .1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls
capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum
temperature setting range shall be from 1 00'F to 140°F (38 'C to 60'C),
R403.4.4.1 .2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power suppliedpplied
to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s)
of combustion types of service water heating systems to be turned off,
0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water
heating category. Solar water heaters shall met the criteria Section R403.4.4.2,1.
R403,4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM-1, Solar Domestic Not Water System and Component Test Protocol, Collector, in installed solar water
heating systems should meet the following criteria:
1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal, and
2. Be installed at an orientation within 45 degrees of true south,
13 R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation.
Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating,
13 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment.
0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and
indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302. 1. This code does not allow designer safety factors, provisions for future expansion or other factors
which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation
such as standard kitchen and bathroom exhaust systems.
R403.6.1 .1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the
calculated total load, but not more than 1.15 firnes greater than the total load calculated according to the procedure selected in
Section 403,6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load,
11/27/2017 9:23 AM EnergyGauge@ USA - v5.1 - - Section R405.4.1 Compliant Software Page 2 of 3
ITTFAZLIMI , I'll SO e
0 R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and
shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This
selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the
load calculation (or entering water temperature for water -source equipment), the blower cfrn provided by the expanded performance data,
the design value for entering wet bulb temperature and the design value for entering dry bulb temperature.
Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s't is installed in an unconditioned space.
Exceptions:
1 Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load,
2. When signed and sealed by a Florida -registered engineer. in attached single- and multi -family units, the capacity of
equipment may be sized in accordance with good design practice.
0 R403.6.1,2 Heating equipment capacity
R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section
R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load.
R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.6.1.
R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403,6.1 .
0 R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
A separate cooling or heating system is utilized to provide cooling or heating to the major entGrtainr,,.ont areas.
2. A variable capacity system sized for optimum performance during base load periods is utilized.
13 R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the Commercial Provisions in lieu of Section R403,
13 R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall
include automatic controls capable of shutting off the system whon the pavement temperature is above 551F, and no precipitation is falling
and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F.
13 R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and
inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-1 5. The energy
requirements for portable spas shall be in accordance with ANSI/APSP-14,
0 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted
outside the heater to allow shutting off the heater without adjusting the thermostat setting,
R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum
thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56.
Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights.
R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum GOP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report train an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are riot required to meet this standard.
0 R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a
preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in
compliance with this equipment.
Exceptions:
1. Where public health standards require 24-hour pump operations.
2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems.
1 Where pumps are powered exclusively from on -site renewable generation.
0 R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or
at the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or
solar energy source computed over an operating season,
13 RR404,1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps,
Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps,
0 R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights
13 R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6.
0 R405.2.1 Performance ONLY, Ceilings shall have minimum insulation of R-1 9. Where single assemby of the exposed deck and beam type or
concrete deck roofs do not have SUfficent space, R-1 0 is allowed.
1112712017 9:23 AM EnorgyGaugeg USA - v5.1 - - Section R405.4.1 Compliant Software Page 3 of 3
Job: LOT 42 REAGAN POINTE
DELA-
AIR COMMU-AIR
G
Manual
S Compliance Report Date:
12.30,16 Entire
House By: BENTLEY REnNcNINDEL
AIR HEATING & AIR CONDITIONING 531
CODISCO WAY. SANFORD, FL 32771 Phone 407-831-2665 For:
DAVID WEEKLEY 7497
E=
t Outdoor
design DB: 92.4F Sensible gain: 21071 Btuh Outdoor
design WB: 76.3°F Latent gain: 3927 Btuh Indoor
design DB: 75.0°F Total gain: 24998 Btuh Indoor
RH: 50% Estimated airflow: 953 cfm Manufacturer'
s Performance Data at Actual Design Conditions Equipment
type: Split ASH P Manufacturer:
Carrier Model: CH14NB0300000A04-FB4CNP030L Actual
airflow: 953 cfm Sensible
capacity: 22025 Btuh 105% of load Latent
capacity: 4698 Btuh 120% of load Total
capacity: 26723 Btuh 107% of load SHR: 82% Design
Conditions Outdoor
design DB: 41 .9 IF Heat loss: 19217 Btuh Indoor
design DB: 70.0 IF Entering
coil DB: 762F Entering
coil WB: 63.1 'F Entering
coil DB: 69.7°F Manufacturer'
s Performance Data at Actual Design Conditions Equipment
type: Split ASH P Manufacturer:
Carrier Model: CH14NB0300000A04-FB4CNP030L Actual
airflow: 953 cfm Output
capacity: 27689 Btuh 144% of load Capacity balance: 32 'F Supplemental
heat required: 0 Btuh Economic balance: -99 'F Backup
equipment type: Elec strip Manufacturer:
Model: Actual
airflow: 953 cfm Output
capacity: 5,2 kW 92% of load Temp. rise: 50 OF Meets
are all requirements of ACCA Manual S. 2017-
Nov-27 09 41 14 wrightsoft,
Right-SuiteR Unsversal 2017 17.0 23 RSU24009 Page I 4CCk ...
42ReaganPointe7497B',I-ot42ReaganPointe7497NE,il..p Calc = MJ8 -Imise 'aces NE
Location: Indoor: Heating Cooling
Orlando Intl AP, FL. US Indoor temperature (T) 70 75
Elevation, 105 ft Design TD (T) 28 17
Latitude: 28 'N Relative humidity 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 1.3 46.6
Dry bulb (IF) 42 92 Infiltration:
Daily range (IF) 17 M Method Simplified
Wet bulb (T) 76 Construction quality Average
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions Or Area U-value Insul R Htg HTM Loss CIg HTM Gain
fl, Nuh ft-' 'V fil- F/Biuh Btuh ft' stub Btnh/P,' Btu h
Walls
12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1112" gypsum board int ne 186 0.091 13.0 2.56 476 2.32 431
fins In. 2"x4" wood frm, 16" ox . stud se 436 0.091 13.0 2.56 1114 2.32 1009
sw 186 0.091 13.0 2.56 476 2.32 431
nw 396 0.091 13,0 2,56 1013 2,32 918
all 1204 0.091 13,0 2,56 3078 2.32 2788
13A-3ocs: Blk wall. stucco ext, r-3 ext bd ins, 8" thk, 1,2" gypsum no 176 0,167 3.0 4.69 825 121 565
board int fins h se 228 0.167 3.0 4.69 1069 3.21 732
nw 208 0,167 10 4.69 975 3.21 668
all 611 0.167 '3.0 4.69 2869 3.21 1965
umm=
12C-Osw: Frm wall, r-13 cav iris, 112" gypsum board int finsh, 2"x4" 205 0.091 110 2.56 525 1.42 291
wood frm, 16" ox. stud
Windows
2A-2ov: 2 glazing, clr outr, air gas, vril firm mat, clr low-o innr, 1/4" gap, ne 31 0.340 0 9.55 298 22.3 696
1/8" thk: NFRC rated (SHGC=0.30)1 50% drapes, medium, 1,17 ft
overhang (5.2 ft window ht, 5 ft sep.), 6.67 ft head ht
2A-2ov: 2 glazing, clr outr, air gas, vni frm mat, clr low-e innr, 1/4" gap, ne 16 0.340 0 9.55 149 22,3 348
1/8" thk: NFRC rated (SHGC=0.30), 50% drapes, medium: 1.17 ft
overhang (5.2 ft window ht, 7 ft sep.): 6.67 ft head ht
2A-2ov: 2 glazing, clr outr, air gas, vril frm mat, clr low-e innr. 1/4" gap, re 8 0.340 0 9.55 76 22.3 178
1/8" thk: NFRC rated (SHGC=0.30): 50% drapes, medium: 1.17 ft
overhang (2 ft window ht, 13 ft sep.): 6.67 ft head ht
2A-2ov: 2 glazing. clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 16 0.340 0 9,55 148 22,3 346
1/8" thk: NFRC rated (SHGC=0.30): 50% drapes, medium, 1.17 ft
overhang (5.17 ft window ht, 17.6 ft sep): 6.67 ft head ht
2A-2ov ' 2 glazing, clr outr, air gas, vril firm mat, clr low-e innr. 1/4" gap. se 30 0.340 0 9.55 287 22.9 687
1/8" thk: NFRC rated (SHGC=0.30), 50% drapes, medium, 117 ft
overhang (5 ft window ht, 2 ft sep.); 6.67 ft head ht
2A-2ov: 2 glazing. clr outr, air gas, vni frm mat, clr low-e innr, 1/4" gap, sw 47 0,340 0 9.55 447 22,9 1072
1/8" thk: NFRC rated (SHGC=0.30); 50% drapes, medium: 1.17 It
overhang (5,2 ft window ht, 2 ft sep.): 6.67 ft head ht
2017-Nov-27 09 41 14wrightsoft' Right-SuiteO Universal 2017 17-0.23 RSL724009 Page 1Aabo42ReaganPointe74976\Lot42Reaga,iPosnte7497N E rip Calc = MJ8 House faces NE
10C-v: 2 glazing, clr outr, air gas, vnl firm mat, cir low-e mr, 1/4" gap, nw 21 0.340 0 9.55 204 15,6 333
1/8" thk; NFRC rated (SHGC=0.30), 50% drapes, medium: 7.17 ft
overhang (8 ft window ht, 1 ft sep.) , 6.67 ft head ht
2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1,14" gap, nw 36 0.340 0 9.55 344 22.3 803
1/8" thk, NFRC rated (SHGC=0,30). 50% drapes, medium, 1.17 ft
overhang (4 ft window ht, 13 If sep.): 6.67 ft head ht
2A-2ov: 2 glazing, clr outr, air gas, vni firm mat, cir low-e innr, 1/4" gap, nw 12 0.340 0 9,55 115 22.3 268
1/8" thk: NFRC rated (SHGC=0.30). 50% drapes, medium: 117 ft
overhang (4 ft window ht, 23 ft sep.), 6.67 ft head ht
2A-2ov- 2 glazing, clr outr, air gas, vnl firm mat, clr low-e innr, 1/4" gap, nw 20 0,340 0 9.55 191 223 446
1/8" ink, NFRC rated (SHGC=0.30): 50% drapes, medium: 1.17 ft
overhang (5 ft window ht, 12.67 ft sep.): 6.67 ft head ht
Doors
11JO: Door, mtl fbrgi type ne 24 0.600 63 16.9 405 18.3 438
11 DO: Door, wd a.- type n 18 0.390 0 11.0 196 11,9 212
Ceilings
16B-38ad: Attic ceiling, as phal t shi ngl es roof mat, r-38 cell ins; 1/2" 1094 0,026 38.0 0.73 799 1,40 1535
gypSLjr-n board int fnsh
Floors
20P-19c: Flr floor, firm fir, 6" thkns, carpet fir fnsh, r-19 cav ins, amb 91 0.050 19,0 1,40 128 0.70 63
ovr
20P-19c Fir floor, frrn fir, 6" thkns, carpet fir fnsh, r-19 cav ins, gar ovr 461 0,050 19.0 1.40 647 0.70 321
22A-cpl: Bg floor, light dry soil, on grade depth, carpet fir fnsh 73 0.989 0 27.8 2026 0 0
2017-Nov-27 09 41 14wrightsoft, Ig,t,sL,,,,0 Universal 2017 17,0 23 RSU24009 Page 2
42ReagaiPointe7497B''Lot42ReaganPointe7497NE.r p Calc = MJ8 House laces NE
Job: LOT 42 REAGAN POINTE
VEL-AIR Project Summary Date: 12,30A6
EATING, AIR CON.. Ora Entire House By: BENTLEY
DEL AIR HEATING & AIR CONDITIONING
531 GODISCO WAY. SANFORD, FL 32771 Phone, 407-831-2665
For DAVID WEEKLEY
7497
Winter Design Conditions
Outside db 42 OF
Inside db 70 IF
Design TD 28 *F
Heating Summary
Structure 16952 Btuh
Ducts 2265 Btuh
Central vent (0 cfm) 0 Btuh
rionp)
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 19217 Btuh
Mmum
Method
Construction quality
Fireplaces
Simplified
Average
0
Heatin Cooling
Area (ft2) 1609 161A
Volume (W) 15662 15662
Air changes/hour 0.50 0.26
Equiv. AVF (cfm) 131 68
Heating Equipment Summary
Make Carrier
Trade CARRIER AIR CONDITIONING
Model CH14NB0300000A0
AHRI ref 9162305
Outside db 92 OF
Inside db 75 F
Design TD 17 IF
Daily range M
Relative humidity 50
Moisture difference 47 gr/lb
Sensible Cooling Equipment Load Sizing
Structure 17154 Btuh
Ducts 3917 Btuh
Central vent (0 cfm) 0 Btuh
none)
Blower 0 Btuh
Use manufacturer's data y
Rate/swing multiglier 1.00
Equipment sensi le load 21071 Btuh
Structure 2942 Btuh
Ducts 985 Btuh
Central vent (0 cfm) 0 Btuh
none)
Equipment latent load 3927 Btuh
Cooling Equipment Summary
Make Carrier
Trade CARRIER AIR CONDITIONING
Cond CH14NB0300000A0
Coil FB4CNP030L
AHRI ref 9162305
Efficiency 8,2 HSPF Efficiency 11.5 EER, 14 SEER
Heating input Sensible cooling 21450 Btuh
Heating output 28600 Btuh @ 47°F Latent cooling 7150 Btuh
Temperature rise 27 IF Total cooling 28600 Btuh
Actual air flow 953 cfm Actual air flow 953 cfm
Air flow factor 0.050 cfm/Btuh Air flow factor 0.045 cfm/Btuh
Static pressure 0.40 in H2O Static pressure 0,40 in H2O
Space thermostat Load sensible heat ratio 0.84
Capacity balance point = 32 'F
Backup:
Input = 5 kW, Output = 17603 Btuh, 100 AFUE
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrightsoft- 2017-Nov-27 09.41 14
Right-SuitePUniversal 2017 17.01,23 RSJ24009 Page 1 42ReaganPoif)
te,7497B1Lot42ReaganPoinle7497NE.rup Cale = M118 House faces NE
DEL AIR Right-JO Worksheet Job: LOT 42 REAGAN POINTE
Entire House Date: 12.30.16
By: BENTLEY
DEL AIR HEATING AIR
CONDITIONING
531 COMSCO WAY SANFC ':) FL 32171 Pone: 407-831-2665
1 Room name Entire. House BED2
2 Exposed wall 216.9 if 25.0 fl
3 Room height 9.6 ft 9.3 it heaUcool
4 Room dimensions 1.0 X 137.0 it
5 Room area 1637.0 ft2 137.0 It,
1-Y Construction U-value Or HTIM Area (ft``- Load Area 0 1 '11) Load
number B tutrftl-,F) Btu IF; or pery eter (it) tBtuib) or perimeter (ft) Btuh)
Heat Cool Gross N/P,'S Heat Cool Gross N/PIS Heat cool
6 0.091 ne 2,56 2,32 233 186 476 431 0 0 0 0T12C-0sw
2A-2ov 0,340 ne R55 22.31 31 0 298 696 0 0 0 0
2A-2ov 0.340 ne 9.55 22.31 16 0 149 348 0 0 0 0
13A-3ocs 0.167 ne 4.69 3.21 223 176 825 565 107 87 410 281
1 2A-2ov 0.340 ne 9.55 22.31 8 0 76 178 4 0 38 89
2A-2ov 0.340 ne 9.55 22.31 16 0 148 346 16 0 148 346
L-D 11,10 0, 600 ne 16,86 18,27 24 24 405 4,38 0 0 0 0
W 1 2C-0sw 0,091 se 2,56 2.32 466 436 1114 1009 0 0 0 0
L--G 2A-2ov 0.340 se 9.55 22.90 30 0 287 687 0 0 0 0
W 13A-3ocs 0.167 so 4.69 3.21 228 2281 1069 732 121 1211 567 389
t-G
12C-0sw 0.091 sw 2.56 2.32 233 186 476 431 0 0 0 0
2A-2ov O. 340 sw 9.55 22.90 47 0 447 1072 0 0 0 0
W 12C-Osw 0.091 nw 256 2.32 466 396 1013 918 0 0 a 0 10c-
0,340 nw 9.55 15,61 21 0 204 333 0 0 0 0 2A-
2ov 0,340 nw 9.55 22,31 36 0 344 803 0 0 0 0 2A -
2ov 0.340 rev 9.55 22.31 12 0 115 268 0 0 0 0 Val
13A-3ocs 0.167 nw k69 3.21 228 208 975 668 5 5 22 15 t--"
2A-2ov 0.340 nw 9.55 22.31 20 0 191 446 0 0 0 0 F
L-D 12C-
0sw 0.091 2,56 142 223 205 525 291 0 0 0 0 I
1DO 0-390 n 10.96 11M 18 18 196 212 0 0 0 0 C
1613-38ad M26 0,73 1.40 1094 1094 799 1535 0 0 0 0 F
20P - Ig`r 0.050 1.40 0.70 91 91 128 63 0 0 0 0 F
20P-19c O.050 1,40 030 461 461 647 321 0 0 0 0 F
22A-c01 0.989 27,79 0.00 543 73 2026 0 137 25 695 0 6
c) A ED excursion 349 50 Envelope
loss, gain 12933 13140 1881 1169 12
a) Infiltration 4019 1294 450 145 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 4 920 0 0 Appliances/
other 18001 0 Subtotal (
lines 6 to 13) 16952 17154 2331 1314 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 16952 17154 2331 1314 15
Duct loads 13 231/.l 2265 3917 5% 5% 117 66 Total
room load 1925 7 219071 2447 1380 Air
required (cfm) q53 q!,l
953
5, ,3 121 62 Calculations
approved bV ACCA to meet all requirements of Manual J 8th Ed, wrightsoft
2017-Nov-27 09 41 14 Right-
SuaeO Universal 2017 17.0.23 RSu24009 Page 1. 12ReaganPoii)
te74976,Lo[42ReaganPointo7497NE,rup Cale = MJ8 House faces NE
DEL -AIR Right-JO Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 GODISCO WAY. SANFORD FL 32711 Phone- 40/-831-2665
Job: LOT 42 REAGAN POINTE
Date: 12.30.16
I Room name BATH 2 T-FOYER - - - - - --
2 Exposed wall 12,0 f' 25,0 ft
3 Room height 9.3 it heat/cool 9.3 it heat/cool
4 Room dimensions 6,0 x 8.5 it ILO x 216.4 ft
5 Hoorn area 51,0 ft-1 216.4 H2
Ty Construction 1-1-value Or HTM Area ftt2) Load Area iftl} Lead
number Btuh/ft'- T) Btui!fV) or perimeter h) Btuh) or penineter it) 13tuh)
Heat Cool Gross N/P!S Heat Cool Gross N/P,1S Heat Cool
6 0,091 ne 2.56 2.32 0 0 0 0 0 0 0 0T12C-Osw
2A-2ov 0.340 ne 9,55 22,31 0 0 0 0 0 0 0 0
2A-2ov 0,340 no 9.55 22,31 0 0 0 0 0 0 0 0
Vp,
13A-3ocs 0.167 no 4.69 3.21 56 52 243 167 60 36 171 117
1 2A-2ov, 0.340 ne 9.55 2231 4 0 38 89 0 0 0 0
2A-2ov 0.340 ne 9- 55 22.31 0 0 0 0
01
0 0 0
L-D NO MOO ne 16.86 18.27 0 0 0 0 24 24 405 438
12C-0sw 0.091 se 256 2,32 0 0 0 0 0 0 0 0 2A -
2ov 0.340 se 9.55 22.90 0 0 0 0 0 0 01 01 W
13A-3ocs 0.167 se 4.69 3.21 0 0 0 0 107 107 5021 3" 1 12C-
0sw 0,091 sw 2.56 2.32 0 0 0 0 0 0 0 0 2A-
2ov, 0.340 sw 9.55 22.90 0 0 0 0 0 0 0 0 W
12C-Osw OM-1 nw 2.56 2,32 0 0 0 0 0 01 0 0 tOc-
v 0.340 nw 9,55 15.61 0 0 0 0 0 0 0 0 2A-
2ox, 0.340 nw 9.55 22.31 0 0 0 0 0 0 0 0 2A-
20v 0.340 nw 9.55 2231 0 0 0 0 0 0 0 0 13A-
3ocs 0.167 nw 4.69 3,21 56 56 262 179 65 65 305 209 2A-
2ov 0340 nw 9.55 22.31 0 0 0 0 0 0 0 0 1
2C-Osw 0.091 2.56 1.42 0 0 0 0 98 so 204 113 11
DO 0.390 n 10.96 11.88 11 0 0 0 18 18 196 212 C
16B-38ad 0,026 0.73 1.40 0 0 0 0 0 0 0 0 F
20P-19c 0.050 1.40 0.70 0 0 0 0 0 0 0 0 F
2OP-19G 0.050 1.40 0.70 0 0 0 0 0 0 0 0 F
22A-cpl 0.989 27.79 0.00 51 12 333 0 216 25 695 0 6
c) AED excursion 3 82 Envelope
loss"gain 877 433 2478 1352 12
a) Infiltration 216 70 450 145 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 0 0 0 0 Appliances/
other 0 01 Subtotal (
lines 6 to 13) 1093 502 2928 1497 Less
external lead 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 1093 502 2928 1497 15
Duct loads 5% 5% 55 25 5% 146 75 Total
room load 1147 527 3074 1572 Air
required (ctm) 57 24 152 71 Calculations
approved by ACCA to meet all _requirements of Manual J 8th Ed. vvriightsc)
rft Pight-
Suite(n, Universal 2017 1TOM RSU24009 201
7-Nov-27 09 41 14 Page
2 42ReaganPoirite7497B\
Lot42ReaganPointe7497NE.rup Calc = MJ8 House faces NE
DEL -AIR Right-JO Workshe
HouseEntire
DEL AIR HEATING & AI
CONDITIONING
531 t;CDISCO WAY. SANG t,PD. FL 32171 Phone: 407-831-2665
Job: LOT 42 REAGAN POINTE
Date: 12.3016
2
3
4
5
Room came
Exposed wall
Room freight
Room dimensions
Room area
Ty Construction J-value Or HIM
number Btuhft F) (BtuIn, W) Heat
Cool BED
3 10.
9 ft 9.
3 It heat/cool 1.
0 x 138,4 ft 138.
4 W Area
it' Load or
perimeter (tt} (Btnh) Gross
N;PS Heat Cool STORAGE 120
ft
9.7
It heat/cool 1.0
x 50.8 ft 50.8
ft, Area (it')
Load or perimeter (
ft) (BtuN Gross N/
P/S F1eat Cool 6 UP12C-
0sw 0.091 ne 2.56 2.32 0 0 0 0 0 0 0 0 2A-2ov
0.340 ne 9.55 22.31 0 0 0 0 0 O 0 0 2A-20v
0.340 ne 9.55 22.31 0 0 0 0 0 0 0 0 3A-3ocs
0,167 ne 4.69 3,21 0 0 0 0 0 0 0 11 2A-
2ov 0.340 ne 9.55 2231 G 0 0 C 0 O 0 0 2A-2ov
0.340 ne 9.55 22.31 0 0 0 0 0 0 0 0 D 11J0
0,600 ne 6. i6 8.27 0 0 0 0 0 0 0 V/ 12G-
Osw 0.091 $e 2.56 2.32 0 0 0 0 0 0 0 0 l-- G
2A-2ov 0.340 se 9.55 22.90 0 0 0 0 0 a 0 0 W 13A-
3ocs 0.167 se 4.69 3,21 0 0 0 0 0 0 0 0 12C-0sw
0,091 sw 2,56 2.32 0 0 0 0 68 681 174 157 2A-2ov
0.340 sw 9.55 22.90 0 0 0 0 0 O 0 O 12C-Osw
0.091 nw 2.56 2.32 Vh 0
0
0 0 49 49 24 t2 10C-v
0.340 nw 9,55 15.61 0 0 0 0 0 0 0 0 2A-2ov
0.340 nw 9,55 22.31 G 0 0 0 0 0 0 0 2A-2ov
0,340 nw 9.55 22,31 0 0 0 0 0 0 0 0 UtJ 13A-
3ocs 0.167 nw 4.69 3,21 102 82 386 265 0 0 0 0 t G
2A-2ov 0.340 nw, 9,55 22.31 20 0 191 446 0 0 0 0 R 12C-
0sw 0,091 2,56 1.42 126 126 321 178 0 0 0 0 L----D
11DO 0.390 n 10.96 11,88 0 0 0 0 0 0 0 0 C 16B-
38ad 0.026 0.73 1.40 0 0 0 0 51 51 37 71 F 20P-
19c 0.050 1.40 0.70 0 0 0 0 32 32 44 22 F 20P-
19c 0.050 1,40 0.70 0 0 0 0 19 19 27 13 F 22A-
cnl 0.989 27,79 0.00 138 11 303 0 0 0 0 0 6 c)
AED excursion 178 23 Envelope losstgain
12002 1066 406 353 12 a)
Infiltration 198 64 225 73 b) Room
ventilation 0 0 0 0 13 Internal
gains: Occupants @ 230 0 0 0 0 Appliances/other
0 0 Subtotal (lines
6 to 13) 1400 1130 631 425 Less external
load 0 0 0 0 Less transfer
0 0 0 0 Redistribution 0
0 0 0 14 Subtotal
1400 1130 631 425 15 Duct
loads 5% 5" 0 701 57 20 % 29 % 129 124 Total room
load 1410 1187 760 549 Air required (
cl 73 54 8 25 Galculatians approved
by AGGA to meet all requirements of Eylanual J 8th Ede riights 2017-
Nov-27 09 Right-SuiteO
Universal 2017 17.0.23 RSU24C09 Page13 42ReaganPointe7497B\Lot42ReaganPointe74a7NE.
rr.,p Calc = MJ8 House aces NE
L-AIR Right-JO or sheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 COMSCO WAY SAW-C)ifl) 1-1, 32771 Prione 40/-831-2665
Job: LOT 42 REAGAN POINTE
I Room name MASTER W.C. MASTER SUITE
2 Exposed wall 11'0 If 27,0 ft
3 Room height 9.7 it heaticool 9,7 It healicool
4 Room dimensions 3.5 X 7,0 it 1'0 x 2018 ft
5 Room area 24.5 IF 203,8 tt2
Ty Construction U-value Or F M Area it") Load Area ft') Load
number Btuh,tt2-,F) tBtio!ft'i or perimeter ft) Btuh) or perimeter ft) Btuh)
Heat Cool Gross N, P;S Heat Cool Gross N1 P S Heat Cool
6 VP12C-Osw 0.091 no 2.56 2.32 0 0 0 0 0 0 0 0
2A-2ov 0.340 ne 9.55 22.31 0 0 0 0 0 0 0 0
2A-2ov 0.340 ne 9.55 22.31 0 0 0 0 0 0 0 0
Vh
13A-3ocs 0.167 no 4.69 3.21 0 0 0 0 0 0 0 0
1 2A-2ov 0.340 ne 9.55 22.31 0 0 0 0 0 0 0
2A-2ov 0-340 ne 9.55 22.31 0 0 0 0 0 0 0 0
lio 0.600 no 16,86 18.27 0 0 11 0 0 0 0 0
W 12C-Osw 0.091 se 2.56 2.32 0 0 0 0 97 97 248 225
L-41 2A-2ov 0.340 so 9.55 22,90 0 0 1 0 1) 0 0 0 11
W 13A-3ocs 0-167 so 4.69 3.21 0 0 0 0 0 a 0 0
t---G
12C-Osw 0.091 sw 2,56 2.32 0 0 0 0 165 118 302 274
2A-2ov 0.340 sw 9,55 22.90 0 0 0 0 47 0 447 1072
W 12C-Osw OM91 nw, 2.56 2.32 68 68 174 157 0 0 0 0
lOC-v 0.340 nw 9.55 15.61 01 0 0 0 0 0 0 0
2A-2ov 0.340 nw, 9.55 2231 0 0 0 0 0 0 0 0
C 2A-2ov 0,340 nw, 9.55 22.31 0 0 0 0 0 0 0 0
13A-3ocs 0.167 nw 4,69 3,21 0 0 0 0 0 0 0 0
2A-2ov 0.340 nw 9.515 22.31 0 0 0 0 0 0 0 0
FL-D
12C-0 'w 0-091 2.56 1.42 0 0 0 0 0 0 0 0
11 DO 0.390 n 10.96 11.88 a 0 0 a 0 0 0 0
C 1613-38ad OM6 0.73 1,40 25 25 18 34 204 204 149 286
F 20P-19c OM50 1,40 0.70 14 14 20 10 34 34 48 24
F 20P-19c 0.050 1.40 0.70 11 11 15 7 170 170 238 118
F 22A-cpl 0,989 27,79 0,00 0 0 0 0 0 0
6 c) AED excursion 13 375
Envelope loss, gain 226 196 1432 2373
12 a) Infiltration 131 42 507 163
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 O 230
Appliances/other 0 600
Subtotal (lines 6 to 131 357 238 1939 3366
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 357 238 1939 3366
15 Duct loads 20% 29% 73 69 20% 29% 396 978
Total room load 430 307 2335 4144
Air re(jUired (cfm) 21 14 116 196
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrightsoft 2017-Nov-27 09.41 :14
Right -Suited Universal 2017 17.0 -23 RSU24009 Page 4
42ReaganPointe74976iLot42ReaganPoinie7497NE,rjp Gale -,- MJ8 House 'aces NE
DEL -AIR Right-JO Workshe
KkAym, up commeme
Entire House i
DEL AIR HEATING & AIR
CONDITIONING
531 ODISCO WAY SANE O:nD F 1 32771 P-one 407-831-2t,65
1 Room name POWDER MASTER BATH
2 Exposed wall 7.5 1, 7.0 it
3 Room height 9,7 it heat,'cool 9.7 it heaticool
4 Room dimensions 3,5 x 7.5 ft 1,0 x 90,3 It
1) Hoorn area 26.3 It' 90,3 TV
Ty Construction U -"adue Or R flat Area (ft,'; Load Area (it') Load
number (Btulvftz `F) (Btu 'fV) or perimeter (ft) (Btuh) or perimeter (ft) (Blum
Heat Cool Gross Heat Cool Gross N,, P S Heat Cool
6 VP12C-Osw 0.091 no 256 2.32 0 0 0 0 0 0 0 0
2A-2ov 0,340 no 9.55 22,31 0 0 0 0 0 0 0 0
2A-2ov 0.340 ne 9.55 22,31 0 0 0 0 0 0 a 0
13A-3ocs 0,167 ne 4,69 3.21 0 0 0 0 0 0 0 0
11 15D 2A-2ov 0.340 ne 9.55 22.31 0 0 a 0 0 0 0 0
2A-2ov 0,340 no 9.55 22.31 0 0 0 0 0 0 0 0
iijo 0.600 ne 16.86 18.27 0 0 0 11 1 0 0 0
Vu 12C-O,w 0,091 se 2.56 2.32, 73 73 186 168 0 0 0 0
t---G 2A-2ov 0.340 so 9.55 22.90 0 0 0 0 0 0 0 0
W 13A-3ocs 01167 se L 69 3,21 0 0 0 0 0 0 0 0
t--G
12C-Osw 0,091 sw 2,56 232 0 0 0 0 0 0
2A-2ov O. 340 sw 9,55 2Z90 0 0 0 0 0 0 0 0
W 12C-Osw O,091 nw Z56 2.32 0 0 0 0 68 56 143 129
10G-V 0,340 nw 9.55 15,61 0 0 0 0 0 0 0 0
2A-2ov 0.340 nw 9,55 22.31 0 0 0 0 0 0 0 0
2A-2ov 0,340 nw 9.55 22,31 0 0 0 0 12 0 115 268
13A-3ocs 0.167 nw 4,69 3,21 0 0 0 0 0 0 0 0
2A-2ov 0.340 nw 9.55 2231 0 0 0 0 0 0 0 0
T-D
12C-Osw 0,09, 2.56 1.42 0 0 0 0 0 0 0 0
11DO 0,390 n 10.96 11.88 0 0 a 0 0 a 0 0
C 1613-38ad 0,026 0,73 1.40 26 26 19 37 90 90 66 127
F 20 P - 19c, 0.050 1.40 0.70 0 0 0 0 0 0 0 0
F 2OP-19c 0.050 1.40 0.70 26 26 37 18 90 90 127 63
F 22A-col 0.989 27,79 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 14 104
Envelope lossigain 242 21C 450 690
12 a) Infiltration 141 45 131 42
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 01
Subtotal (lines 6 to 13) 3811 255 582 733
Less external load 0 0 0 0
Less transfer a 0 0 0
Redistribution 0 0 0 0
14 Subtotal 383 255 582 733
15 Duct loads 20* 29-1 i 78 74 20%1 29%1 119 213
Total room load 46 it 9329 701 701 946
Air required (cfm) I 2336' 1 sis 35 43
Calculations approved b ACCA to meet all requirements of Manual J 8th Ed.
wrightsc>111"t, 2017-Nov-27 09 41 14
Right-SuitoO Universal 2017 170,23 RS-:24009 Page 5
2ReaganPointe7497B Lct42ReaganPo,n!e7497NE.rjp Calc = MJ8 House faces NE
DEL -AIR Right-JIS Worksheet Job: LOT 42 REAGAN POINTE
Date: 12.30.16EntireHouse
By: BENTLEY
DEL AIR HEATING & AIR
CONDITIONINGI07831-2I6553' COMSCO WAY SANFO3-' FL 32771 P,one
Room name DINING/FAMILY K17 CHEN
2 Exposed wall 65.0 it 18.5 it,
3 Room height 9.7 fit heat/cool 9.7 it heat"cool
4 Room dimensions 1.0 x 434.3 ft 1.0 x 264.5 if
5 Room area 434.3 ft' 264.5 ft-1
Ty Constructioi, Or H1M Area (ft2) Load Area (ftll Load
number F) (Bttji-jft2) or perimeter ft) 13tuh) or perimeter ft) Btuh)
Heat Cool Gross NIPS Heat Cool Gross NT` S Heat cod
6 V 12C-0sw 0,091 he 256 2.32 233 186 476 431 0 0 0 a
2A-2ov 0.340 ne 9.55 22.31 31 0 298 696 0 0 0 0
2A-2ov 0,340 ne 9.55 22.31 16 0 149 3481 0 0 0 0
V[13A-3ocs 0.167 ne 4.69 3,21 0 0 0 0 0 0 0 0
1 2A-2ov 0.340 ne 9,55 22.31 0 0 0 0 0 01 0 0
2A-2ov5 0.340 ne 9.55 22.31 0 0 0 0 0 0 0 0
D 11,10 0.600 ne 16.86 18.27 0 0 0 0 0 0 0 0
VW 12C-Osw 0,091 se 2,56 2.32 199 184 470 426 97 82 210 190
L----.G 2A-2ov 0.340 se 9,55 22.90 15 0 143 343 15 0 143 343
W 13A-3ocs 0.167 se 4.69 121 0 0 0 0 0 0 0 0
12C-Oswt---G
0,091 sw 2,56 2.32 0 0 0 0 0 0 0 0
2A-2ov 0,340 sw 9,55 22,90 0 0 a 0 0 0 0 0
12C-Osw O.091 nw 2,56 2.32 199 142 362 328 82 82 211 191
1 o(,-, -V 0.340 nw 9,55 15,61 21 0 204 333 0 0 0 0
2A -2ov 0.340 nw 9.55 22.31 36 0 344 803 0 a 0 0
2A-2ov 0,340 nw 9,55 22.31 0 0 a 0 a 0 0 0
13A-3ocst-G
0.167 rTw 4.69 3-21 0 0 0 0 0 0 0 0
2A-2ov 0.340 nw 9,55 22,31 0 0 0 0 0 0 0 0
12C-0s wL-D
0.091 - 256 1.42 0 0 0 0 0 0 0 0
11DO 0. 390 in 10.96 1 ', 1 88 0 0 0 0 0 0 0 0
C 16B -38ad 0.026 0.73 1.40 434 434 317 609 265 265 193 371
F 20P-19c 0.050 1.40 0.70 12 12 16 8 0 0 e 0
F 20P-19c 0.050 1.40 0,70 0 0 0 0 145 145 203 101
F 22A-col 0.989 27.79 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 273 50
Envelope lossi gain 2779 4052 960 1246
12 a) Infiltration 1221 393 347 112
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 3 690 0 0
Appliances/other 0 1200
Subtotal (lines 6 to 13) 4000 5135 1308 2558
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 4000 5135 1308 2558
15 Duct loads 20% 29% 816 1493 20% 291 267 744
Total room load 4t3!1 6 662CB 1574 3302
Air required (cfm) 239 10, 300, 78 149
Calculations aReroved by ACCA to meet ail r22ijL s ofLuirLeamM2enQ1t2_2f Manual J 8th Ed.
vvright2017-Nov-27 09 41,14 Pqht-
Surtc43 Universal 2017 17.0.23 RSU24009 Page 6 42RE!
aganPo7rite7497BL-,t42ReaganPoiriie7497NE.r,jp Gaic = Vj8 House 'aces NE
Job: LOT 42 REAGAN POINTE
QDEL-AIR Duct System Summary Date: 12.3016
EATMIR. , AIR c0"Off"mr, Entire House By: BENTLEY
DEL AIR HEATING & AIR CONDITIONING
531 CODISCO WAY SANF0,RD FL 32771 Phone: 407-831-2665
For DAVID WEEKLEY
7497
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.40 in H2O
0,06 in H2O
0,34 in H2O
0.170 / 0.170 in H20
O.201 in/1 00ft
953 cfm
Cooling
0.40 in H2O
0.06 in H2O
0.34 in H2O
0,170 / 0.170 in H2O
0.201 in/100ft
953 cfm
169 ft
Design Htg CIg Design Diam H x W Duct Actual Ftg.Eqv
Name Btuh) cfm) cfm) F R i in) Matl Ln (ft) Ln (ft) Trunk
BA-H 2 h 1147 57 24 0,204 5,0 Ox 0 VIFx 46.8 120.0 st2
BED 2 h 2447 121 62 0,201 7.0 OX0 VIFx 49.3 120.0 st2
BED 3 h 1470 73 54 0,224 6.0 Ox 0 VIFx 321 120.0 st2
DINING FAMILY c 3314 119 150 0.248 TO Ox 0 VIFx 27.3 110.0 st3
DINING/FAMILY A c 3314 119 150 0.240 7.O Ox 0 VIFx 31.5 110.0 st3
FOYER h 3074 152 71 0.210 7.0 Ox 0 VIFx 41.7 120.0 st2
KITCHEN c 3302 78 149 0.254 7.0 OX0 VIFx 23.8 110.0 st3
MASTER BATH c 946 35 43 0.247 4,0 OX0 VIFx 27.8 110.0 st3
MASTER SUITE c 4344 116 196 0.239 0 OX0 VIFx 32.5 110.0 st3
MASTER W.C. h 430 21 14 0.237 4,0 Ox 0 VIFx 33,6 110.0 st3
POWDER h 461 23 15 0.238 4.0 Ox 0 VIFx 32.9 110.0 st3
STORAGE h 760 38 25 0.233 4.0 Ox 0 VIFx 35.9 110.0 st3
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type cfm) cfm) F R f pm) in) in) Material Trunk
st2 Peak AVF 404 211 0.201 514 12.0 0 x 0 VinIFIx SO
st3 Peak AVF 549 742 0.233 694 14,0 0 x 0 VinIFIx stl
stl Peak AVF 953 953 0.201 683 16.0 0 x 0 VinIFIx
2017-Nov-27 09 41 15
wrightsoft" Right-SwteO Universal 2017 17,0.23 RSU24009 Page I
42ReaganPointe74978VLot42ReaganPointe7497NE.r,p Cale = MJ8 House 'aces NE
Grille Htg CIg TEL Design Veloc Diam H x W Stud/Joist Duct
Name Size (in) Cfm) cfm) it) FR f pm) in) in) Opening (in) Mail Trunk
rbl Ox 0 953 953 0 0 0 0 Ox 0 VlFx
wrightsoft' Right-SwaeOP Universal 2017 17,0,23 RIU24009
CCK ..,42ReaganPoifite7497B,Lot42ReFganPointe7497NE.rip Calc = MJ8 House faces NE
201 7-Nov-27 09 41 15
Page, 2
4
1 . . 1, -
42X42 A/C SLAB
BY BLDR MIN
2'FROM WALL
LLA3
2ARAGEr-
2.5 TONVV/8KW @240V 1 PH
plafform by
bldr
l8xI0 Alen
scale 1/8'*=1'0"
22x12 red
2'
16"
J;
x10 rag
14x14 rag
OX6 1wcd6" 65
7 T.
P 3
V.r 12x6 lwcd
12"
ag ENTRY
7'
M 2
BAT
au
12x 1wcd85 I K 20
duct24,U FX 3-0 52 SH 02U247- oatTi
to roof cap
w/fan
Nutone 696RNB
I
NOTE TO BUILDER.MUST PROVIDE UNRESTRICTED
I INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS
Transfer ducts/grills sized in compliance
with Florida Residential Building Code-M1602.4
balanced return air.
EXCEPTIONS 1-3
R00A ON0338
Must have a minimum clearance of inches around the air handier per the State Energy code. All duct has an r=6 insulation value.
PO Box 4478
Apopka, FL 32704
lwmr*YAIY*lo
luffm M.
This document has been electronicaRy
signed using a Digmal Signature, Printed
C"Opies vothout an original atzinature must I
be vefffier'= using the original eicatronic 1
version.
Alpine, an ITW Company oo
2-100 Lake Oran Drix c Suile 150 Orlando 11. ' IS' '010,
01 %,
f
Flomia F , iq,,ineciing Certificate ofAinhori/aljon Nijmb,, 0 27
e
1.1orida Certificate off'roducl App1A999 Sro\ alHIPage
I of I Documeni 11): 1 NX-5Z408-Z2,11 6 15 19 15 N,
Fruss
Fabitcaior: Accu-Span Truss Company 1EEKLY-Lot 42 JobWntit'ication: 18575-/7497 - B -DAVID WEEKLY Lot 42 Reagan Poi'te truss
Comil: 32 S"
Model ('ode: Florida Building Code 5th Edition (2014) I
I uss 0 ilci in: TPI-2007(STD) 1-
A1V,j11Cefij19 soii-'ure: Alpine Software,Version 15.01. T "
Q '
001 So
ucimal Engineer of Recoid: The identity of the structural FOR did not exist as o Addicss
the seal date per section 61615-31.003(5a) of the FAC Mimmum
Design Loads: Roof - 37.0 PSF @ 1.25 Duration Floor -
55.0 PSF @ 1.00 Duration Wind -
139 MPH ASCE 7-10 -Closed Notes
1.
Determination as to the suitability of these truss conponents for the structure
is the responsibility of the building designer/engineer of record,
as defined in ANSI/TPI 1 2.
The drawing date show on this index sheet nust rmtch the date shown on
the individual truss conponent drawing. 3e
As show on attached drawings; the drawing nunber is preceded by: HCUSR408 Details:
STRBRIBR-DEFLCAMB-14030ECl-OBLLETIN-VAL18010- ion
Drawiilgf______l DateI
35724--A1 17320A8G 11/16/17 2
35725--A2 17320A8C 11/16/17 3
35726--A3 17320A86 11/16/17 !i 4
35727--A4 173200Y 11/16/17 5
35728--A4A 17320A7W 11/16/17 1 6
35729--81 17320A7X 11/16/17 i 7
35730--82 17320A84 11/16/17 8
35731-41 17320417 11/16/17 9
35732-41A 17320418 11/16/17 1
10 35733-42 17320A88 11/16/17 11
35734-42A 17320A87 11/16/17 12
35735-43 17320419 11/16/17 13
35736-44 17320420 11/16/17 14
35737-45 17320421 11/16/17 15
35738-45A 17320422 11/16/17 16
35739-46 17320423 11/16/17 17
35740-46A 17320424 11/16/17 18
35741-47 17320A8A 11/16/17 19
35742-48 17320A89 11/16/17 20
35743-49 17320A8D 11/16/17 21
35744-49A 17320A81 11/16/17 22
35745--FG1 17320425 11/16/17 23
35746-462 17320A85 11/16/17 24
35747--EJ7 17320A82 11/16/17 25
35748--CJ1 17320A81 11/16/17 26
35749--CJ1A 17320A8H 11/16/17 27
35750--CJ3 17320A80 11/16/17 28
35751--CJ3A 17320A8E 11/16/17 zu
35152--cj5 17320A7Z 11/16/17 30
35753--CJ5A 17320A8F 11/16/17 31
35754--HJ7 17320A83 11/16/17 1. 32
35755--H.17A 17320A8B 11/16/17 11
102017 William
11. Krick truss
Dee ign 1`111&rneer- 1_
400 Lake Orange Dr, Suite 150 Orlando
FL. 32837 D
17 - 35 32
THIS DWG PREPARED FROM COMPIMR INPUT (LOADS & DIMENSIONS) SUBMIME) BY TRUSS Nff-R
18575-/7497 - B -DAVID WEEKLY -- Lot 42 Reagan Pointe - Al
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf nor -concurrent live load.
Deflection meets L1240 live and L/180 total load. Creep Increase
factor for dead load is 1,50.
139 mph wind, 23,68 ft mean h9t, ASCE 7-10. CLOSED bidg, not located
within 9,00 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional CRC member
design.
Truss passed check for 20 psf additional bottom chord live load in
areas with 42"-high x 24"-wide clearance,
VWFRS loads based on trusses located at least 11.84 ft.
from roof edge.
3X4 (Al ) =_ !]
Alo _=
3X4 (Al ) =_
MR
24-0-0 Over 2 Supports
R=1043 U=118 W=4"
RL=150/-150
1-4-
0-8-0
R=1043 U=118 W=4"
Ar Design Crit: FBC2014Res/TP1-2OO7(STD) pj
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 J T1 bEf Q T Y 12 F L 5 R Scale =,25"/Ft.
WARNING!- READ AND FOLLOW ALL WTES ON THIS DRA111UNGI TIC LL 20.0 PSF REF R408-- 35724WORTANT—
TC DL 7.0 PSF DATE 11/16/17
BC DL 10.0 PSF DRW HCUSR408 17320ABG
IGO- 1A T BC LL 0.0 PSF NC-ENG AK/WHK
AN rrW COMPANY TOT LD. 37.0 PSF SEQN- 880010
63 DUR.FAC. 1 .25 FROM RF
Ofl,ndo, I I
A I 1 illiani It. Krick Lie. Nuniber "EF_ 1 W5Z408—Z2470f6lSPACING24.0" JREF- 1
I I ! 16/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LEADS & DIMENSIONS) SUMAHTED BY TRUSS MFR.
18575-/7497 - B -DAVID WEEKLY -- Lot 42 Reagan Pointe - A2
Value Set: 13B (Effective 6/1/2015)
Top chord 2x4 SP #2 Dense
Bat chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
139 mph wind, 23.43 ft mean hgt, ASCE 7-10, CLOSED bidg, not located
within 9.00 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=018
Wind loads and reactions based on FRS with additional C&C member
design.
In lieu of structural panels use purlins to brace all flat TC @ 24"
0C.
MWFRS loads based on trusses located at least 11.72 ft.
from roof edge.
3X4 (Al ) =_
aAff _ bAb =
3X4(A1) =_
4- 1-4-
11-0-0 1 _2-0-0 1 11-0-0 1
24-0-0 Over 2 Supports
R=988 U=119 W=4"
RL=139/-139
Design Crit: FBC2014Res/TPI-2007(STD)
PLT TYP, Wave FT/RT=O%(O%)/O(0) 15 ,
DARN I NG 1 PE" AND FOLLOW ALL MOTES ON THIS DRAWMG1 Tvl*
1 1 .11 A)
4"
AN FrW COMPANY
T-
4
F I COA AiIM iH IRE
N
11-11,
c t-%"1 /
N A'L
I 11. Krick Lic. Number 70;
20-8-0
FL/-/S/-/-/R/
TIC LL 20.0 PSF
TIC DL 7.0 PSF
BC DL 110,0 PSF
BC LL O.O PSF
TOT. LD. 37.0 PSF
DUR.FAC. 1.25
ISPACING 24.0"
Scale =.25"/Ft
REF R408-- 35725
DATE 11/16/17
DRW HCU5R408 17320A8C
HC-ENG AK/WHK
SEQN- 880006
FROM RF
JREF- 1W5Z408_Z24
11'16'2017
THIS MG, PREPARED FROM COMPUTER INPUT (10ADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
18575-/7497 - B -DAVID WEEKLY -- Lot 42 Reagan Pointe - A3
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
But chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set '13B" uses design values approved 1/30/2013 by ALSO
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L1240 live and L/180 total load. Creep increase
factor for dead load is 1,50,
139 mph wind, 22.93 ft mean hgt, ASCE 7-10, CLOSED bidg, not located
within 9.00 ft from roof edge, RISK CAT 11, EXP B, wind TC DL:-=4,2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MRS with additional C&C member
design.
In lieu of structural panels use purlins to brace all flat TC @ 24"
0C.
4X6 =_ 4X6
JO_8_O
3X4 (Al ) =_
3A'+ =_ bAb =_
3X4(A1) _=
4
R=988 U=-239 U4"
9-0-0 —1— 6-0-0 J— 9-0-0
24-0-0 Over 2 Supports
R=988 U=239 W=4"
RL=119/-119
Design Crit: FBC2014Res/TPI-2007(STD)
PET TYP. Wave FT/RT=O%(O%)/O(0) 15,o
ARN I NG READ AND FOLLOW ALL NOTES ON THIS ORO i W, I
11-1 e
1----1, All —PI 1 1- 1-1111111"
AN ITW COMPANY
A -1 d-in-- pr ff-thl, d-l , irxat-, "-f P-f-[ i «w 7rp,!
UWA
illiarn It. Krick Lic. Nurnber 70
11,16,2017
FL/-/5/-/-/R/
TC LL 20.0 PSF
TIC DL 7.0 PSF
BC DL 10.0 PSF
BC ILL 0.0 PSF
TOT, LD. 37.0 PSF
DUR.FAC. 1.25
ISPACING 24.0"
Scale =.25"/Ft,
REF R408-- 35726
DATE 11/16/17
DRW EiCUSR408 17320A86
HC-ENG AK/WHK
SEQN- 880002
FROM RF
JREF- 1W5Z408_Z24
THIS DWG PRLPAREFF FROM COMPUHR INPUT (LOADS & DIMINSMS) SUNAMED BY IRUSS WR
18b/9-//40/ - B -L)AVID WtLKLY -- Lot 4Z Reagan Vointe - A4
Valuealue Set: 13B (Effective 6/1/2013)
T Lip , hord 2x4 SP #2 Dense
Bhord 2x4 SP #1 Dense
Webs 2x4 SP #3
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
139 mph wind, 22.43 ft mean hgt, ASCE 7-10, CLOSED bidg, not located
within 4.50 ft from roof edge, RISK CAT It, EXP B, wind TC DL=4.2 psf
wind BC DL=5.0 psf, GCpi(+/-)=0.18
lWind loads and reactions based on MWFRS,
IIn lieu of structural panels use purlins to brace all flat TC @ 24"
0C .
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
6X6 =_ 2X4 Ill
Special loads
Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 56 plf at -1,33 to 56 plf at 7.00
TC- From 28 plf at 7.00 to 28 plf at 17.00
TC- From 56 pit at 17,00 to 56 pif at 25.33
BC- From 4 plf at -1.33 to 4 Filf at 0,00
BC- From 20 pif at 0,00 to 20 plf at 7.04
BC- From 10 plf at 7.04 to 10 pif at 16.96
BC- From 20 plf at 16.96 to 20 plf at 24.00
BC- From 4 pff at 24.00 to 4 pif at 25.33
TC- 240,39 lb Conc. Load at 7.04,16,96
TC- 169.13 lb Conc. Load at 9.09,11.09,12.91,14.91
BC- 454.27 to Core. Load at 7.04,16.96
BC- 126.68 in Conc. Load at 9.09,11.09,12,91,14.91
Bottom chord checked for 10.00 psf non -concurrent live load.
4X6(A2) =_
4 Aq HI bAb =_ LA-f It
4X6 (A2) =_
FOR Im
7-0-0 1 10-0-0 -1— 7-0-0 _I
24-0-0 Over 2 Supports
R=2086 U=537 W=4"
3-10-3
420-8-0
NWAHI
Design Crit: FBC2014Res/TPI-2007(STD) 4,
PLT TYP. Wave
Ar
FT/RT=O%(O%)/O(0) 15 a 0 0 1 FL/-/5/-/-/R/- Scale =.25"/Ft.
G READ AND FOLLOW ALLair_ EarES _'t TIS DRAWMG1 TC LL 20.0 PSF REF R408-- 35727
1— TC DL 7.0 PSF DATE 11/16/17
3, % pi A7 U
BC DL 10.O PSF DRW HCUSR408 17320A7Y
BC LL 0,0 PSF NC-ENG AK/WHK
AN fTW COMPANY
cDi.Svt! x
L (0A 8
A
N'
1-1 I= usa .1 thia dr..rg Yor any of ructurx ix Q
illiani It, Krick Lic NUInber 70
TOT,LD, 37.0 PSF
DUR,FAC, 1.25
6 lSPAC I NG 24.0"
SEQN- 879998
FROM RE
JREF 1WSZ408—Z24
11,161/2017
THIS DWG PREPARED FROM C014PUTER INIDUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MER
18575-/7497 - B -DAVID WEEKLY -- Lot 42 Reagan Pointe - A4A
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
But chord 2x4 SP #1 Dense
Webs 2x4 SP #3
Lumber value set '13B" uses design values approved 1/30/2013 by ALSC
139 mph wind, 22.43 ft mean h9t, ASCE 7-10, CLOSED bldg, not located
within 4,50 ft from roof edge, RISK CAT It, EXP B, wind TC DL=4.2 psf
wind BC DL=5,0 Fist. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS
Bottom chord checked for 10.00 psf non -concurrent live load
MR
R=974 U=260 W=4"
RL=99/-99
4X6 a=- 2X4 M
Special loads
Lumber Dur.Fac,--1,25 / Plate DUr.Fac.=1.25)
TC- From 56 plf at -1.33 to 56 plf at 7.00
TC- From 56 pit at 7.00 to 56 pit' at 17,00
TC- From 56 pit at 17.00 to 56 pit at 25.33
BC- From 4 pif at -1.33 to 4 plf at 0,00
BC- From 20 pif at 0,00 to 20 PIE at 12.00
BC- From 20 plf at 12.00 to 20 pif at 24.00
BC- From 4 pit at 24.00 to 4 pif at 25.33
TC- 120,75 lb Conc. Load at 17.00
BC- -169.54 lb Conc. Load at 17.00
In lieu of structural panels use purlins to brace all flat TC @ 24"
Oc.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
Ill '3 A U =_ ffl
2X4 (Al) =_
MR
R=953 U=273 W=4"
1 '0-8-011-
4
3-10-3
SV & I L1DesignCrit: FBC2014Res/TP1-2007(STD)
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 i QTY 1 FL/-/5/-/-/R/- Scale =.25"/Ft,
WARNIarl RFAD AND FOLLOW ALL WOTES ON THIS DRAWINGS TIC LL 20.0 PSF REF R408-- 35728
0 TC DL 7.0 PSF DATE 11/16/17
BC DL 10.0 PSF DRW liCUSR408 1732OA7W
Y V 0, BC LL 0.0 PSF HC-ENG KD/WHK
A
AN n-W COMPANY TOT.LD, 37.0 PSF SEQN- 511315
A P:I Y/n P, 77,
I
FROM REANf/TPI I DUR.FAC. 1.25
7361SPAIliannH. Krick Lie. Number C I NG 24.0" JREF- 1W5Z408Z24
THIS DWG PREPARED iROM COMPUTER INPUT (LOADS & DIMINSIONS) SUBMIT111) BY TRUSS MfR
18575-/7497 - B -DAVID WEEKLY -- Lot 42 Reagan Pointe - Eil
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
l
139 mph wind, 22.93 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT 11, EXP B, wind TC DL:---4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0,18
Wind loads and reactions based an MWFRS with additional C&C member
design.
Bottom chord checked for 10,00 psf non -concurrent live load
4-1q-3
0-8-0
R=677 U=152 W=4"
18-0-0 Over 2 Supports
R=765 U=185 W=4"
RL=102/-108
Design Crit: FBC2014Res/TPI-2007(STD)
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15,11 3 FL/-/5/-/-/R/- Scale =.375"/Ft.
READFOLLOW ALL NOTES N S DM1kGt n'cWR TC LL 20 O PSF REF R408-- 35729 MI1CT,
wa TC DL 7.0 PSF DATE 11/16/17 BC
DL 10,0 PSF DRW HCUSR408 1732CEA7X AbOHIE!
BC LL 0.0 PSF NC-ENG AK/WHK k,
6 . ..... AN
rrW COWANY TOT.LD. 37.0 PSF SEQN- 880027 I.
P. 11-1,9 -1. -p- P ...... era.
a n asDUR.FAC. 1.25 FROM RF I
Q I
NG 24 0" JREF- 1WSZ408—Z24 i_1 WA illiain H. Krick Lie. Nuinber 70f6lSPAC 11
162017
THIS DWG PREPARED [ROM CWPUTER INPUT (tOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
18575-/7497 - B -DAVID WEEKLY -- Lot 42 Reagan Pointe - B2
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
But chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing
requirements.
Bottom chord checked for 10.00 psf non -concurrent live load,
139 mph wind, 22.93 ft mean hot, ASCE 7-10, CLOSED bidg, Located
anywhere in roof, RISK CAT 11, EXP B, wind TC Dl_=4.2 psf, wind BC
DL=5,0 psf, GCpi(+/-)=018
Wind loads and reactions based on WFRS with additional C&C member
design.
Truss designed to support 1-0-0 top chord outlookers and cladding load
not to exceed 5.00 PSF one face and 24.0" span opposite face. Top
chord must not be cut or notched.
Deflection meets L1240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
18-0-0 Over 2 Supports
R=99 PLF U=27 PLF W=6-4-0
RL-=18/-19 PLF R=97 PLF U=18 PLF W=11-8-0
Note: All Plates Are 2X4 Except As Shown.
Design Crit: FBC2014Res/TPl-2OO7(STD)
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15."d
READAXDF0LL TO AL' NOTES ON THIS DROMIIMPORTANT— fllkl 11.,11, 1 AI I ,' I I-1 P41 -1 NI. 1III INS I Al II III
IICI
It
I I.
AN rrWG0N4PANY
A -.1 a T—
90 I
FL, WA ~0
SIAT rfir.
illiann 11. Krick Lic. 'number 70
20-8-0
MWuliffim
FL/-/5/-/-/R/
TC LL 20.0 PSF
TIC DL 7,0 PSF
BC DL 10.0 PSF
BC LL O.O PSF
TOT, LD 37.0 PST
DUR,FAC. 1.25
LSPACING 24.0'1
H
Scale =.375"/Ft.
REF R408-- 35730
DATE 11/16/17
DRW HCUSR408 17320A84
HC-ENG KD/WHK
SEQN- 511300
FROM RE
JREF- 1WSZ408—Z24
11 16i2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS} SUBMITTED BY TRUSS MIR
18575-/7497 - B -DAVID WEEKLY -- Lot 42 Reagan Pointe - FI)
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #1 Dense J2 4x2 SP #2 Dense:
Bet chord 4x2 SP #1 Dense
Webs 4x2 SP #3 :W13 4x2 SP #2 Dense:
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Truss must be installed as shown with top chord up.
10-6-0
12"
30" Typ,
1X3(R) =
3X8 = 3X4
L
1-0-0
F
2x6 continuous strongback. See detail STRBRIBR1014 for bracing and
bridging recommendations.
Deflection estimate assumes composite action with single layer of the
appropriate span rated glue -nailed wood sheathing.
Deflection meets L/360 live and L1240 total load. Creep increase
factor for dead load is 1,50,
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
51 W3X8 3.50 L 1,25
151 W3X10 5.50 R 1,25
161 W3X10 4.50 R 1.25
181 W4X6 2.00 R 1.25
191 W3X4 2.25 R 1.25
12-7-8
2X4 HI
3X6 =—
W=3X4 =
3X10[161 = 3X4[19]—=
1X3(R)
3X8 0A iuL I OJ = 4X6[181 '
3 A"
alujEWME
L<— 2-11-8 -->J
I--
0-8-01 - 14 -4-0T _ 9
Note: All Plates Are 1X3 Except As Shown,
Design Crit: FBC2014Res/TPI-2007(STD) t"Tyft
PLT TYP. 20 Gauge HS, ave FT/RT=O%(O%)/O(0) FL/-/5/-/-/R/- Scale =.3125"/Ft.
0* THIS DRMING! %
f TC LL 40.0 PSF REF R408-- 35731
EI. ro" 114 a TC DL 10.0 PSF DATE 11/16/17
BC DL 5.0 PSF DRY FICUSR408 17320417
BC LL O'O PSF FIC-ENG KD/WHK
AN ITW G0&4AkW TOT.LD, 55.0 PST SEQN- 545782
DUR.FAC. 1.00 FROM CH
Y 24ff' JREF- 1WSZ408 Z24F1 ('6 illiarn It. Krick Lic. Nurribo 70f6 lSPACING
11, 16'2017
IRIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MI R.
18575-/7497 - B -DAVID WEEKLY -- Lot 42 Reagan Pointe - F1A)
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense
Webs 4x2 SP #3
Lumber value set '1313" uses design values approved 1/30/2013 by ALSC
Truss must be installed as shown with top chord up.
7 . 75"
8-0-0
30" Typ
1X3(R) =
3X4[31 =_ 3X4 =_
2>U6 continuous strongback. See detail STRBRIBR1014 for bracing and
bridging recommendations.
Deflection estimate assumes composite action with single layer of the
appropriate span rated glue -nailed wood sheathing.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
31 W3X4 2.25 L 1.25
E 91 V13X4 1.25 L 1.25
131 W3X6 1,75 R 1.25
211 W3X4 2,25 R 1.25
19 25"
7-10-8 6-0-0
2X4 Ni
3X6
W=3X4 =_
3X4 3X4 3X4[211 =_
1X3(R)
L
0-8-01 -
T 9-4-0
3X6[131
W=3X4
3X6 =_
JA t izE
13-6-0 —1—
7-8-0 2 - 11 - 8
24-1-8 Over 3 Supports
R=661 W=6" R=1216 W=8" R=1474 W=8"
Note: All Plates Are 1X3 Except As Shown. ........
Design Crit: FBC2014Res/TPI-2007(STD) /IV
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 1-' -3 -4) T Y 2 FL/-/5/-/-/R/- Scale =,3125"/Ft.
iRrnxrWARNIW" ".. 1
t 3 TC LL 40.0 PSF REF R408-- 35732
08, TC DL 10S OPFDATE 11/16/17 BC
DL 5.0 PSF DRY HCUSR408 17320418 BC
LL 0.0 PSF FIC-ENG KD/WHK AN
ITW co11APANY TOT,LD. 55.0 PSF SEQN- 545786 NAIL
DUR,FAC. 1.00 FROM H 400
DI, S,titr 5J I '-- "
y .
1 1 .2. C 1PI
11,C ....... FI(OALI S illianill. Krick Lic.Nurribei 70f6lSPACING 24.0' JREF- 1W5Z408_Z24 It
16,2017
THIS DWG PREPARED FROM COMPUTER MUT (LOADS & 01MINSIONS) SUBMI TIED BY TRUSS MrR
18575-/7497 - B -DAVID WEEKLY -- Lot 42 Reagan Pointe - F2
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense
Webs 4x2 SP #3
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Truss must be installed as shown with top chord up.
5-4-8
30 " Typ.
1X3(R) =_
L
0-8-0
J_
1X3(R)
2x6 continuous strongback. See detail STRBRIBR1014 for bracing and
bridging recommendations.
Deflection estimate assumes composite action with single layer of the
appropriate span rated glue -nailed wood sheathing.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50,
14. 5
10-4-8 5-4-8
mffwz,
3X4 =_
1X3(R) =_
3X4 _= -
11' -- '
3X6 =_ -- = -- = 3X4 =_
R=622 W=7.25"
23-10-8 Over 3 Supports
R=1437 W=4"
2
I--
0-8-01 -
9-4-0
1X3(R)
Note: All Plates Are 1X3 Except As Shown.
Design Crit: FBC2014Res/TPI-2007(STD) rlY' kC!
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 J-E 1-!. to' r / TY:3 FL/-/5/-/-/R/- Scale =.3125"/Ft.
READ AND FOLLOW ALL [TES N 7415 DMWIWl X
TC LL 40.0 PSF REF
ARN,[,NG**
IMPORIANT JRN - l- t1,1AW—, lQ Alf —l—AA- HN—JOl- ML —l—f- R408-- 35733
3 08, TC DL 10,0 PSF DATE 11/16/17
A C, BC DL 5.0 PSF DRW HCUSR408 1732OA88
BC LL 0.0 PSF HC-ENG AK/WHK
i,"-q A—l" 1'. AA,
AN B7W CONU*NY
is 4
TOT.LD, 55 O PSF SEQN- 880110Viti, 0, 0 T
DUR.FAC. 1 00 FROM RFraspwrsobiI, ty of
ING 24,0' JREF- 1W5Z408 Z24ll,t -,A l,-,,l;,,l-, k,l, *illiani 11. Krick Lic. `Limber 70 6 ISPAC
1 !A 6 220 17
THIS DWG PREPARED FROM COMPUTER INPUT (TOADS & DIMENSIONS) SUMMIT BY TRUSS WR
18575-/7497 -- B -DAVID WEEKLY -- Lot 42 Reagan Pointe - F2A
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #2 Dense
But chord 4x2 SP #2 Dense
Webs 4x2 SP #3
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Truss must he installed as shown with top chord up.
NOTE: TRUSS NOT DESIGNED TO BE INSTALLED IN REVERSE ORIENTATION.
TRUSS MUST BE INSTALLED AS SHOWN.
8-0-0
30" Typ
1X3(R) =_
L
0-8-0
F
1X3(R) =
3X6
3X4 3X4
W=110312 =3X8
2x6 continuous strongback. See detail STRBRIBR1014 for bracing and
bridging recommendations.
Deflection estimate assumes composite action with single layer of the
appropriate span rated glue -nailed wood sheathing.
Deflection meets L/360 live and L1240 total load. Creep increase
factor for dead load is 1,50.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
61 W3X6 2.75 L 1.25
14.5" 2-10-8
W=3X4 =_3X8 =_
3X4 =_ 3X4 =_
1X3(R) =_
R0537 W- 4"
16-11-4
23-10-8 Over 3 Supports
6 - 11 - 4
3X4 =_
1X3(R)
L
0-8-01 - 41! 9_ 4-0
Note: All Plates Are 1X3 Except As Shown,
Design Crit: FBC2014Res/TPI-2007(STD)
PLT TYP. 20 Gauge HS,Wave FT/RT=O%(O%)/O(0) is .
IIII
FL/-/5/-/-/R/- Scale =.3125"/Ft.
WARNING RM AND FOLLOW ALL PnT'ES ON THIS DRAWING!
to-TC LL 40.0 PSF REF R408-- 35734
TC DL 10.0 PSF DATE 11/16/17
r't
BC DL 5.0 PSF DRW FiCUSR408 17320A87
R
A I I I— iv1, BC LL 0.0 PSF HC-ENG AK/WHK ALIP9 [E A14
a-W COMPANY ...... f" TOT .LD. 55,0 PSF SEQN- 880106 TM
N AL ly
DUR.
FAC. 1.00 FROM RE Y
xp :
2 Ofla'
k F1 'illiarri
It. Krick Lic. Nuin 11, cim " 1-8 Al P NE P -A y I ( he, 70 6 jSPAC ING 24,0" JREF 1W5Z4O8_Z24
THIS DWG PREPARED FROM COMPMER INPUT (LOADS & DIMENSIONS) SUBMIrIED BY TRUSS MFR.
18575-/7497 - B -DAVID WEEKLY -- Lot 42 Reagan Pointe - F3)_
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #1 Dense
But chord 4x2 SP #1 Dense
Webs 4x2 SP #3
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
61 W3X8 3,50 L 1,25
131 W3X8 3.50 R 1,25
8-0-0
30" Typ. -
1
1X3(R) 3X8
J-
0-8-0
1X3(R)
3X6
R=1081 U7,25"
2x6 continuous strongback. See detail STRBRIBR1014 for bracing and
bridging recommendations.
Deflection estimate assumes composite action with single layer of the
appropriate span rated glue -nailed wood sheathing,
Max JT VERT DEFL: LL: 0.38" DL: 0.27", See detail DEFLCAMB1014 for
camber recommendations.
Truss must be installed as shown with top chord LIP
19-10-12 Over 2 Supports
Note: All Plates Are 1X3 Except As Shown.
Design Crit: FBC2014Res/TPI-2007(STD)
PLT TYP, Wave FT/RT=O%(O%)/O(0) 15
WARNING READ AND FOLLOW ALL WTES ON THIS DRO I W.1
IMPORIA91— I lill -A.
I,y
d 1, Ab.
AN frW COMPANY
a i this tlraw{rp or cover page tistirp this tl swing, Intli to acc•ptaric pr f nsl ery}iruery
40, 1 A,(Fane, D,, Ya,I, 1 J
oa
10-6-0
3X8 1X3(R)
0 0
9-4-0.
3X8
R=1082 W=3,5"
H,
rl
illiarn 11. Krick Lic. Number
2 FL/-/5/-/-/R/
TC LL 40.0 PSF
TC DL 10.0 PSF
BC DL 5.0 PSF
BC LL 0.0 PSF
TOT.LD. 55.0 PSF
DUR.FAC. 1.00
1 61SPAC ING 24.0`
Scale =.375"/Ft
REF R408-- 35.735
DATE 11/16/17
DRW [ECUSR408 17320419
HC-ENG KD/WHK
SEQN- 389350
FROM RF
JREF- 1W5Z408_Z24
THIS ERIG PREPARED FROM COMPUTER INPUT Cr PADS & DIMENSIONS) SUBM I I IED BY TRUSS MFR
k I 0D /Z)-/ J 4y / - E5 -UfAV I U VVL_r rL T - - LOIL 44 Keagan t-oince - rq)
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #1 Dense
Bot chord 4x2 SP #1 Dense
Webs 4x2 SP #3
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
J) Hanger Support Required, by others
Truss must be installed as shown with top chord up.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
131 W3X8 3.50 R 1,25
L
0-8-0
30" Typ.
1X3
M(R) = 3X8
1X3(R)
3X6
R=1074 W=7.25"
2x6 continuous strongback. See detail STRBR I BR1 014 for bracing and
bridging recommendations.
Deflection estimate assumes composite action with single layer of the
appropriate span rated glue -nailed wood sheathing.
Max JT VERT DEFL: LL: 0.37" DL: 0.25". See detail DEFLCAMB1014 for
camber recommendations,
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
15. 25"
8-0-0 -1
I10-
6-0 F_ —
1X3
Ip 3X4 =_ 1X3 M 3X4 =_ 1 X3 gi 19-
9-4 Over 2 Supports 3X8 =_
2X4 HI 0
1-
4 0 9-
4-0 --t— Sf- " & ,
ji r-T Design
Crit: FBC2014Res/TP1-2OO7(STD) PLT
TYP, Wave FT/RT=O%(O%)/O(0) 15., FL/-/5/-/-/R/- Scale =.375"/Ft. ARN'
I!Gf- READ AND FOLLOW ALL NOTES ON TWS DRAWINGI f
TC LL 40.0 PSF REF R408-- 35736 8,
TC
DL 10.0 PSF DATE 11/16/17 BC
DL 5.0 PSF DRW HCUSR408 17320420 upo -
ENG KD/WHK BCLL0.0 PSF HC LD.
55.0 PSF SEQN- 389354 AN (TW C0&4PAW ........ TO] Oki®
d'_1W pr 17:1. 1, 1 p,
reap
b'lity sale FY far 4he design sham. L T- DUR.
FAC. 1.00 FROM RE JREF-
1W5Z408_Z24 4/ilhani H. Krick Lic. Number 70,61SPAC I NO 24.0" ti "
It'll
THIS DWG PREPARED FROM CGIAPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS UFR.
18575-/7497 - B -DAVID WEEKLY -- Lot 42 Reagan Pointe - F5)
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #2 Dense
But chord 4x2 SP #2 Dense
Webs 4x2 SP #3
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Truss must he installed as shown with top chord up.
2x6 continuous strongback. See detail STRBRIBR1014 for bracing and
bridging recommendations.
Deflection estimate assumes composite action with single layer of the
appropriate span rated glue -nailed wood sheathing.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
101 W3X4 2.25 L 1.25
2-10-8 6.51, 14. 5"
1 -1
F F -
1 — 7-10-8 -1 -1 5-4-8
F
30" Typ,
t
3X4
1X3(R) s 3X4 = 3X4[101 = 3X4 = 1X3(R)
OA-o 0-8-0 1-4 0
1X4 U4X4
1X3(R) 3X6 3X4
3X4 =
1X3(R)
5-11-4 11-11-4
17-10-8 Over 3 Supports
R=314 W=7.25" R=1096 W=4" R=611 W=7.25"
Note: All Plates Are 1X3 Except As Shown, _AY11&, i,
ar HDesignCrit: FBC2014Res/TPI-2007(STD)
PET TYP. have FT/RT=O%(O%)/O(0) 15 FL/-/5/-/-/R/- Scale =.375"/Ft.
ARN,1 RIG t READ, AND FGL OW ALL NOTES ON THIS DAMINGi
IMPORTANT '111- - 1. A. I JI11.1, IIII t-- III
z
TC LL 40.0 PSF REF R408-- 35737
tee K
TIC DL 10.0 PSF DATE 11/16/17gu
BC DL 5.O PSF DRW HCUSR408 17320421
I -A I S IA: T 0
BC LL O O PSF K-ENG KD/WHKA/L IPONF! . .
raw ....
1, — d---—, -40
1%
P
ANITWCOMPAM TOTLD. 55.0 PSF SEQN- 389358 Tc,
o,
DUR.FAC, 1M FROM CH 11. N
N f-1L j
W5 COA -8 ICC illiana IL Krick Lic. MIT PACING — Number70,6 IS 2 4 . (0) JREF I
I '16,/2017
THIS DING PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBM11TID BY TRUSS MIR
18575-/7497 - B -DAVID WEEKLY -- Lot 42 Reagan Pointe - F5A)
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense
Webs 4x2 SP #3
Lumber value set '1313" uses design values approved 1/30/2013 by ALSC
Truss must be installed as shown with top chord up.
L
0-8-0
F
3X4
1X3(R)
1X3(R) =_
3X4
17-10-8 Over 2 Supports
See detail STRBRIBR1014 for bracing and bridging recommendations.
Deflection estimate assumes composite action with single layer of the
appropriate span rated glue -nailed wood sheathing,
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1,50.
R=61 W=7.25"
R=109 PLF W=17-3-4
Note: All Plates Are 1X3 Except As Shown.
Design Crit: FBC2014Res/TPI-2007(STD)
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15
READ AND FOLLOW ALL NOTES ON THIS DRAWINGf
IMPORTANT"
WUAy
A
7.
AN FTW COMPANY
I 1 711MT- 1 .1
7".- -1 1- M&I "I I S— .7.
FL C0 k
E
AT, ' r
A jv' r,_
S T41L'
limn H. Krick Lic. plumber 70
L
0-8-0 1-4 0
9-4-0
FL/-/5/-/-/R/
TC LL 40.0 PSF
TIC DL 10.0 PSF
BC DL 5,0 PSF
BC LL O.O PSF
TOT. LD 55..0 PST
DUR.FAC. 1.00
lSPACING 24.0"
Scale =,375"/Ft
REF R408-- 35738
DATE 11/16/17
DRW FICUSIZ408 17320422
HC-ENG KD/WHK
SEQN- 389362
FROM CH
JREF- 1W5Z408_Z24
11 16,2017
THIS DWG PREPARED FROM CGMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
18575-/7497 - B -DAVID WEEKLY -- Lot 42 Reagan Pointe - F6)
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense
Webs 4x2 SP #3
Lumber value set "13B" uses design values approved 1/30/2013 by ALSO
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
1-4-0
in
30" Typ,
See detail STRBRIBR1014 for bracing and bridging recommendations.
Deflection estimate assumes composite action with single layer of the
appropriate span rated glue -nailed wood sheathing.
J) Hanger Support Required, by others
Trusses to be spaced at 16.0" oc maximum,
Truss must be installed as shown with top chord up.
6-0
2X4 M 3X4 =_ 1X3 19 3X4 _= 1X3 01 HIS _= 1X3 of 3X4 _= 1 X3 ill
N
L
0-8-0
94-0
3X6
1 X3 (R)
1 X3 (R)
2 —11 — 8 ---J
Design Crit: FBC2014Res/TIp1-2007(STD)
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15TY: 2 FL/-/5/-/-/R/- Scale =.375"/Ft. 1,
4Em. 2400
Lak (kvge D,, Su, 1 FIT, (
OA =j 1-8 WARNING
I- READ AND FOLLOW ALL MOTES 04 THIS DRAW I W I IMPORTANTU-
i- H- jk-M, I tL -NH-t-INC UMN6 I % A08, t
11*
11 thin Er.-9, I— I-- f prof... I.—, —1 T_
any -M c I
B—Id- 0N-1 -1 I/TPI 1 N—.2. /ONA' p.g
of AtPlNk --p-
1--l— IH *ICA fC, /illiarn H. Krick Lic. Nurnber 70 TIC LL
40.0 PSF TC DL
10.0 PSF BC DL
5.0 PSF BC LL
O.O PSF TOT. 55.
0 PSF REF R408--
35739 DATE 11/
16/17 DRW HCUSR408
17320423 NC-ENG
KD/WHK SEQN 389366ANfTWC0PNY
DUR. FAC. 1.
00 FROM CH 6 iSPAC I
NG 16. 0 JREF- 1W5Z408_Z24 11;16/2017
THIS [MG PREPARED FROM CCAIPUTER INPLT (tOADS & DIMENSIONS) SUBMITTED BY TRUSS MIR
18575-/7497 - B -DAVID WEEKLY -- Lot 42 Reagan Pointe - F6A)
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #1 Dense
Bet chord 4x2 SP #2 Dense
Webs 4x2 SP #3 :W6 4x2 SP #2 Dense:
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Special loads
Lumber Dur.Fac,=1.00 / Plate Dur.Fac.=1.00)
TC- From 725 PIT at MO to 725 plf at 17.46
BC- From 10 plf at 0,00 to 10 pif at 17.46
Sheathing is required for any longitudinal(drag) forces. All
connections to be designed by the building designer.
1-4 0
See (jet. a i I STRBR I BR1014 for bracing and bridging recommendations
Deflection estimate assumes composite action with single layer of the
appropriate span rated glue -nailed wood sheathing.
Deflection meets L/360 five and L1240 total load. Creep increase
factor for dead load is 1,50.
Truss must be installed as shown with top chord up,
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
21] W6X6 3.75 R 2.75
24] W6X6 2.50 R 2.75
25] W2X4 S 2.50
3X4 M 3X4 N 3X4 M 3X4 M 3X4 U1 3X4 M 3X4 11 3X4 =_
1X3 W
3X4
R=877 FILE W=14-7-8
6X6[24] =_
3X6 Ill 2X4[25] Ill
4X10 1X3(R)
1 X3 (R)
2 - 11 - 8 -->J
L
0-8-0
J_ 9-4-0
Note: All Plates Are 2X4 Except As Shown.
Design Crit: FBC2014Res/TPI-2007(STD) "M
PET TYP. Wave FT/RT=O%(O%)/O CITY: 1 FL/-/5/-/-/R/- Scale =.375"/Ft.
WARNING"'READ AND FOLLOW ALL ANTES ON THIS DRU I NO I TC LL 40.0 PSF REF R408-- 35740
s,
I .11A DATE 11/16/17 , I A o" oo I TIC DL 10.0 PSF
BC DL 5.0 PSF DRW HCUSR408 17320424
AF BC LL 0.0 PSF HC-ENG KD/WHK
AN frW G0K4AkW .... TOT.LD. 55.0 PSF SEQN- 389370
0-
79 Th -S' n OUR. FAC. 1 .00 FROM CH
11 C k
II ' 'Villiarri It. K'ick Lic. Nuniber 70 61SPAC I NG 24 0' JREF- 1W5Z408 Z24AlIIII! ....... 1. ,,,
11 16,2017
THIS DWG PL&PARFIE) FROM COMPUTFR INPUT (LOADS & DIMMIONS) SUBMITTED BY TRUSS WR,
18575-/7497 - B -DAVID WEEKLY -- Lot 42 Reagan Pointe - F7
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #2 Dense
But chord 4x2 SP #2 Dense
Webs 4x2 SP #3
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Truss must be installed as shown with top chord up.
3X4
1X3(R)
1-0-0
ZA14 M
R=109 PEE W=13-4-0
See detail STRBRIBR1014 for bracing and bridging recommendations
Deflection estimate assumes composite action with single layer of the
appropriate span rated glue -nailed wood sheathing.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
Sheathing is required for any longitudinal(drag) forces. All
connections to be designed by the building designer.
13-4-0 Over Continuous Support
Note: All Plates Are 1X3 Except As Shown.
Design Crit: FBC2014Res/TPI-2007(STD)
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15'
READ D I.Gi -7
O TH ISIMPORIANI -1., tHl
A I . ... ...
AN 1TW COMPANY
AT-
ly
H, COA
I
1
81-VIJ 01
liarn If. Krick Lic. Number 70
Nr
BLUM
FL/-/5/-/-/R/
TC LL 40.0 PSF
TC DL 10.0 PSF
BC DL 5.0 PSF
BC LL 0.0 PSF
TOT. LD 55.0 PSF
DUR.FAC. 1.00
ISPACING 24.0"
REF R408-- 35741
DATE 11/16/17
DRW FiCUSR408 17320A8A
HC-ENG JB/DF
SEQN- 508437
FROM CH
JREF- 1W5Z408_Z24
I I 1/ 16/2017
18575-/7497 - B -DAVID WEEKLY -- Lot 42 Reagan Pointe - F8
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #1 Dense
But chord 4x2 SP #1 Dense
Webs 4x2 SP #3 47, WS 4x2 SP #2 Dense:
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Special loads
Lumber Dur.Fac.=1.25 / Plate Dur-.Fac.=1,25)
TC- From 175 pit at 0.00 to 175 plf at 4.56
TC- From 319 plf at 4.56 to 319 plf at 10,44
BC- From 10 plf at 0.00 to 10 pif at 10.44
TC- 988,00 lb Conc. Load at 1.56
TC- 2086.00 In Conc. Load at 3,56
TC- 610,10 In Conc. Load at 10.44
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & IT I Mi NO IONS) SUBM I IT I D BY TRUSS MIR,
See detail STRBR I BR1014 for bracing and bridging recommendations.
Deflection estimate assumes composite action with single layer of the
appropriate span rated glue -nailed wood sheathing.
Negative reaction(s) of -244# MAX. (See below) from a non -wind load
case requires uplift connection.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
Truss must be installed as shown with top chord up,
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
11 W2X4 S 2.50
31 W5X6 3.75 L 2,75
71 WSX6 1.25 L 1.25
101 W4X10 4.00 R 1.25
121 W2X4 S 2.50
131 W3X4 1,25 R 1.25
3-7-8 5. 25"
1 -1 -1 -6-0 -1
18" Typ.
3X6 Ig M(R)
2X4[11 %X6[31 =_3X6 I SS0712 9X6 I 5X6 =-2X4[121
0-8-0
3X4 = 3X4[131
4X8 =
5X6[71 = 4X10[101
1 X3 (R)
Ll--- 2 - 11 - 8 -11J
10-6-12 Over 2 Supports
R=2154/-244 W=7.25" R=4307 W=8"
9- 4-0
Design Crit: FBC2014Res/TPI-2007(STD) 0, %
PILT TYP, 18 Gauge HS, ave FT/RT=O%(O%)/O(0) 15 TY: 1 FL/ -/5/-/-/R/- Scale =.375"/Ft.
WARN I NG READ AND 10u_O! 'ALI 'NOTES'Ok TH I'S DRAW I W, I
IMPORTANVTC LL 40.0 PSF REF R408-- 35742 f
0 TC DL 10.0 PSF DATE 11/16/17 BC
DL 5.0 PSF DRW FICEISR408 17320A89 ct
BC LL 001 PSF HC-ENG KD/WHK Al ANfrW
COK4PANY TOT.LD. 55.0 PSf SEQN- 503003 ty 11
t T- _79t; dl-, _y ... nm. F- RCLA,
D, I DUR.FAC. 1-
00 OMH 011'n",ii
SPACING NG 24.0" JREF- 1W5Z408_Z24I L( ant,rcc.uner4 11,162017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS WR
18575-/7497 - B -DAVID WEEKLY -- Lot 42 Reagan Pointe - F9
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #1 Dense J2 4x2 SP #2 Dense:
Bat chord 4x2 SP #2 Dense
Webs 4x2 SP #3
Lumber value set '1313" uses design values approved 1/30/2013 by ALSC
Special loads
Lumber Dur.Fac.=1.00 / Plate Dur.Fac,=1.00)
TC- From 100 plf at OM to 100 pif at 3.94
BC- From 10 Of at 0.00 to 10 filf at 3,94
TC- 462.00 lb Conc. Load at 1.48, 2.81
2P.625" Typ,
2X4[1] m 4X4 _= 2X4[41 it
Deflection estimate assumes composite action with single layer of the
appropriate span rated glue -nailed wood sheathing.
J) Hanger Support Required, by others
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
Iruss must be installed as shown with top chord up.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
11 N2X4 S 2.50
41 W2X4 S 2150
T
1 0
9-4-0
3X6
3X6
R=631 W=7,25'
M
PLT TYP. Wave
H
Design Crit: FBC2014Res/TPI-2007(STD)
FT/RT=O%(O%)/O(0) 15.9TY: 1 FL/-/5/-/-/R/- Scale =.5"/Ft.
ARNING! PW AND FOLL(7 ALL WTES ON TF"$ DRAWiNG1 'St
1161ORT"p, TC LL 40,0 PSF REF R408-- 35743
A (
J YE, TC DL 10.0 PSF DATE 11/16/17
7,
BC DL 5.0 PSF DR W HCUSR408 1732OA8D
T
BC LL 0.0 PSF HC-ENG JB/DF
AN R-W CO&4PANY TOT.LD. 55.0 PSF SEQN- 508388
o? 0 DUR.FAC. 1.00 FROM RE Od"
Ji- "'Sl- illiaai
I NG 24,0" JREF- 1WSZ408 Z24 AIP- It. Krick Lic, Nuinber 70, 6 ISPAC 11,
1 62017
18575-/7497 - B -DAVID WEEKLY -- Lot 42 Reagan Pointe - F9A )
THIS DWG PREPARED FWAA COMPMER INPUT (LOADS & DIMMSIONS) SUISM11TID BY TRUSS MFR
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #2 Dense
Bat chord 4x2 SP #2 Dense
Webs 4x2 SP #3
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
3X4 =_
1X3(R) =1X3 of 1X3 M2X4
Deflection estimate assumes composite action with single layer of the
appropriate span rated glue -nailed wood sheathing.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
Truss must be installed as shown with top chord up
T
9-4-0
110
3 1X3
1 X3 (R) =— -'Alf HI
I- - — . -* - VVer t - - -1
a-
I I-JUPPUF R=
58 W=7.25" R=
108 PLF W=3-4-0 0
t.A 4 Design
Crit: FBC2014Res/TPI-2007(STD) PLT
TYP. Wave FT/RT=O%(O%)/O(0) 15, jk FL/-/5/-/-/R/- Scale =,5"/Ft. WTE,"
S ON THIS DROMI r
aRTaxTIC LL 40.0 PSF REF R408-- 35744 4
TC
DL 10,0 PSF DATE 11/16/17 0BC
DL
5.0 PSF DRW HCUSR408 17320A81 1611A 1
1,11 BC LL
OO PSF HC-LNG JB/DF AN rFW COMPANY
TOT.LD. 55.0 PSF SEQN- 508391 A A4 A
DUR.
FAC, 1.00 FROM CH 1___::11yy Z" 1 sTM .2. H, CO'
A
11W .
11A --b- ft-, 11,C illiain I I. Krick Lic. Nunifier 70 6 ISPACING 24 . 0" JREF- 1W5Z408_Z24 11 162017
IRIS DWG PREPARED [ROM C(hAPUfER INPUT (LOADS & DIMINSIONS) SUMMED BY TRUSS MfR
18575-/7497 - B -DAVID WEEKLY -- Lot 42 Reagan Pointe - FG1)
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1 Dense
But chord 2x6 SP SS :B2 2x4 SP #2 Dense:
Webs 2x4 SP #3 :W2, W5 2x4 SP #2 Dense:
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Special loads
Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC- From 100 plf at 0.00 to 100 plf at 24.00
BC- From 10 Rif at 0.00 to 10 plf at 24.00
TC- 726.16 lb Conc. Load at 6.40
PLB- 700.00 lb Conc. Load at ( 3.00, 8,71), (6M,8.71)
Truss must be installed as shown with top chord up.
The TO of this truss shall be braced with attached spans at 24" oc in
lieu of structural sheathing.
1-44 0
2- 0
4X4[101 = 2X4 III
5X6[11 =_
5X6[51 =_ 4X4[151 =
3X4
2 COMPLETE TRUSSES REQUIRED
Nail Schedule:0.128"xY, min. nails
Top Chord: 1 Row @12.00" cr.c.
But Chord: 1 Row @12,00" ox,
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting,
3 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning requirements.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50,
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
11 W5X6 S 1.25
51 W5X6 S 1.25
101 W4X4 2.25 R 1.25
151 W4X4 1.75 R 1,25
301 W4X6 S 1.50
5X6 _= 4X4 =_ 4X6[301 w 3X4 EE
3X4 1B2 ZA4
M JUXIZ 3X4
k
K) 91 1 ZA4 0
2X4(**)
M2X4 HI 4X6(**)
3X6
01 3X6 III 1-
4 -A,-
9-4-0 0
y
L<--
2-10-0 2-
9-0 3-6-0 8-10-5 8-10-11 24-
0-0 Over 2 Supports R=
2740 W=6" R=2026 W=8" Design
Crit: FBC2014Res/TPI-2007(STD) PLT
TYP. Wave FT/RT=O%(O%)/O(0) 15,rQTY: 1 FL/-/5/-/-/R/- Scale =.3125"/Ft. WARNING!
READ AND FOLLOW ALL "WT" ON THiS D9"1WGt ftiTC
LL 40.0 PSF REF R408-- 35745 fTo,
U 6 TC DL 10.0 PSF DATE 11/16/17 I"y h" 11, 1; 1 1) 1 . ... ... BC
DL 5.0 PSF DRW LICLISR408 1732042E, ENG
KD/WHK I, C . . ........ % BC
LL 0.0 PSF FIC AN
rj
W0 GO
MAaM A
I 1' d"PN.. .P' ftfWf. TOT.
LD. 55__,0PSF SEQN- 545793 aaP ::,y1,1y —T-
67DUR. FACi' 00 " FROM CH PACINO 24 0ICjREF- 1W5_Z4_08_ Z2jN '
arn 11. KrickiNumber' 70r6iS_j 11, 1612017
THIS DWG MPARM FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
18575-/7497 - B -DAVID WEEKLY -- Lot 42 Reagan Pointe - FG2
Value Set: 13B (Effective 6/1/2013)
Top chord 2x6 SP #2
But Chord 2x4 SP #2 Dense
Webs 2x4 SP #3 :W2, W5 2x4 SP #2 Dense:
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Special loads
Lumber Dur.Fac.=1.00 / Plate Dui.Fac.=1.00)
TC- From 50 plf at 0,00 to 50 plf at 6.50
BC- From 10 plf at 0.00 to 10 plf at 6,50
TC- 1087.53 tb Conc. Load at 0.69, 2,69, 4.69
The TC of this truss shall be braced with attached spans at 24" OC in
lieu of structural sheathing.
4X6[1] = 2X4 III MCI
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
Truss must he installed as shown with top chord up.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
11 W4X6 2.75 L 1.25
41 W4X6 2.75 R 1.25
71 W4X6 2,75 L 1.25
81 W4X6 2.75 R 1.25
VAM
6-6-0 Over 2 Supports
R=2109 W=4" R=1544 W=4"
Design Crit: FBC2014Res/TPI-2007(STD)
PET TYP. Wave FT/RT=O%(O%)/O(0) 15
WARNING- READ AND FOLLOW ALL NOTES ON THIS DPMINGI
111-1H HM, ),11M., 1I 4WS ihl_LLI.S.
T, I
ALM N V .. .....
AN rfW COMPANY
H.-9 -i. d—
40IdA,
Kl-__ 0:-—,
FL COA t WTCA
E
I
S U, IT Or,:
A, Y/ 0
liarn 11. Krick Lic. NUiriber 70
FL/-/5/-/-/R/
TIC LL 40.0 PSF
TIC DL 10.0 PSF
BC DL 5,0 PSF
BC LL 0.0 PSF
TOT,LD, 55.0 PSF
DUR.FAC, 1,00
FSPACING 24.0"
Scale =.5"/Ft
REF R408-- 35746
DATE 11/16/17
DRW HCUSR408 1732OA85
HC-ENG JB/DF
SEQN- 508454
FROM RE
JREF- 1W5Z408_Z24
It 16,,2017
THIS DWG PREPARED FROM C(01UTER INPUT (LOADS & DIMENSIONS) SUBMIT111) BY TRUSS MIR
F 103/D-/ /4y I - t5 -UF%V I U WLLINLY -- Lot 44 Keagan roinTe - tit
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bat chord 2x4 SP #2 Dense
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord.
Provide ( 2 ) 16d common nails(0.162"0,5"), toe nailed at Bot chord.
1 - 4 - 0 >J
7-0-0 Over 3 Supports
R=360 U=62 W=4"
RL=126/-30
139 mph wind, 22.43 ft mean hgt, ASCE 7-10, CLOSED Bldg, not located
within 4.50 ft from roof edge, RISK CAT 11, EXP B, wind TC DL4.2 psf, wind
BC DL=5.0 psf. GiCpi(+/-)=018 Wind
loads and reactions based on MRS with additional C&C member design.
Deflection
meets L1240 live and L/180 total load. Creep increase factor
for dead load is 1,50. Design
Crit: FBC2014Res/TPI-2007(STD) PLT
TYP. Wave FT/RT=O%(O%)/O(0) is WARNING
READ AND FOLLOW ALL NOTES ON THIS DRAWING! IWORIANT'
M1 )il. A(i 1-
1, Ir,f l"
711111111, '
7,11%, Al,
d , AN
frW COAAPAW 1,
0 I'A" Oa eiA'.,SntcS0 L1Lnw'
H_
COA H,
R=
169 U=82 3-
1(-3 20_
8_0 R=
127 U=O I
Sle,
T 01 JF Y,
iarn
H. Krick Lic. Number FL/-/
5/-/-/R/ TC
ILL 20.0 PSF TC
DL 7.0 PSF BC
DL 10.0 PSF BC
LL O.O PSF TOT .
LD. 37.0 PSF DUR.
FAC. 1.25 lSPACING
24.0" REF
R408-- 35747 DATE
11/16/17 DRW
HCUSR408 17320A82 HC-
ENG AK/WHK SEQN-
879989 FROM
RF JREF-
1W5Z408_Z24 11
16,2017
fHIS DWG PREPARED [ROM COMPLIFIR INPUT nOADS & DIMENSIONS) SUBIAHIED BY TRUSS RED,
18575-/7497 - B -DAVID WEEKLY -- Lot 42 Reagan Pointe - CJ1
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Lumber value set "13B" uses design values approved 1/30/2013 by ALSO
Bottom chord checked for 10.00 psf non -concurrent live load.
Provide 2 16d common nails(0.162"x3.5"), toe nailed at Top chord.
Provide 2 16d common naiIs(0.162"x3,5"), toe nailed at Bot chord.
6 F_
2X4(Al)
139 mph wind, 20.93 ft mean hgt, ASCE 7-10, CLOSED Ding, Located
anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=018
Wind loads and reactions based on MRS with additional C&C member
design.
Deflection meets L1240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
1-2-11
R=-36 Rw=24 U=34 0-1 -_3
R=9 Rw=15 U=10
L'Ir- 1 - 4 - 0 3;1j
1_0-01_yer 3 upports
R=201 U=57 W=4"
RL=33
sr
Design Crit: FBC2014Res/TPI-2007(STD)
PLT TYP. Wave FT/RT=O%(O% 0 0 15 Q T Y 4 FL/-/5/-/-/R/- Scale =.5"/Ft,
WARES I NG- READ 1 DN YHIS 11.1.! TC LL RE8-- 35748 81 It
lIA 0 -3, 1 TC DL 7.0 PSF DATE 11/16/17 BC DL
10.0 PSF DRW HCUSR408 17320A81 67 BC
LL
0.0 PSF HC-ENG AK/WHK AN ffW
CON4PANY TOT,LD. 37.0 PSF SEQN 879986 T- I;
o, DUR.FAC. 1.25 tj pTFROMRE Od _320-
jSPAC I NG 24.0" JREF- 1W5Z408 Z24 COA Wl
ILC —
4--l—,,; i 11 Earn I I Krick f -ic N1.1111ber 70f 6 11 16;
2017
THIS DWG PREPARED FROM COM.PUIER INPUT (LOADS 8, DIMENSIONS) SUBMHTED BY TRUSS MIR
18575-/7497 - B -DAVID WEEKLY -- Lot 42 Reagan Pointe - CJ1A
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Left cantilever is exposed to wind
Deflection meets L1240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
6 F_
2X4 (Al
731-2-11
R=-36 Rw=2501:111
20-8-0
R=10 Rw=15 U=10 +
1-0-01er 3 upports R=
191 U=61 W=3.5" RL=
33/-21 139
mph wind, 20,93 ft mean ngt, ASCE 7-10, CLOSED bidg, Located anywhere
in roof, RISK CAT 11, EXP B, wind TC DL=4,2 psf, wind BC DL=
5.0 psf. GCpi(+/-)=0.18 Wind
loads and reactions based on VWFRS with additional C&C member design.
Bottom
chord checked for 10,00 psf non -concurrent live load. Provide
2 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide
2 16d common nails(0,162"0,5"), toe nailed at Bot chord. Design
Crit: FBC2014Res/TPI-2007(STD) H PLT
TYP. Wave FT/RT=O%(O%)/O(0) 15 r —,.,'QTY: 2 FL/-/5/-/-/R/- Scale 5"/Ft. WARNING!—
READ AND FOLLOW ALL WTES ON THIS DR0T4G4 iWRORTANT
k IS 11 10 TO LL 20.0 PSF REF R408-- 35749 TC
DL 7.0 PSF DATE 11/16/1 7 I3
d BC
DL 10.0 PSF DRW HCUSR408 1732OA811 bNEIABC50LL0.0 PSF HC-ENG KD/WHK AN
rTW COMA -NY TOT.LD. 37.0 PSF SEQN 511303 V
r. I-, -1y 1, Tha — y
17, DUR.FAC, 1 25 FROM CH H
31'% ING 24.0" JREF- 1WSZ408—Z24 1, C0 01 Al 11 1 4 1 cA illiarn If. Krick Eic, Nurribei-70 61SPAC 11
162017
THIS DWG PREPARED FR(V COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MIR
18575-/7497 - B -DAVID WEEKLY -- Lot 42 Reagan Pointe - 03
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Lumber, value set "13B" uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10,00 psf non -concurrent live load,
Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord.
Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord.
2X4 (Al ) =—
Lr 1-4-0>J
R=222 U=46 W=4"
RL=63/-23
139 mph wind, 21.43 ft mean hgt, ASCE 7-10, CLOSED bidg, Located
anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based an MWFRS with additional C&C member
design.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
R=59 U-28 i
2-2-11
1-1(-3
R=50 U=0
Design Crit: FBC2014Res/TPI-2007(STD)
PLT TYP, Wave FT/RT=O%(O%)/O(0) 15 Y: FL/-/5/-/-/R/- Scale =.5"/Ft.
WARNINGt
AREAD
AND FOLLOW ALL NOTES ON THIS D"WING1 % 10RfANT"
TC LL 20.0 PSF REF R408-- 35750 TC
DL 7.0 PSF DATE 11/16/17 t
BC DL 10.0 PSF DRW HCUSR408 17320'80 IAT
0 BC
LL 0.0 PSF HC-ENG AK/WHK ANETWG0h4AkW
TOT.LD. 37.0 PST SEQN- 879987 1 .
2-5 FR 0 R 0"
C'
DUR.FAC. 1.25 FROM RF 0drid"
J.1 1W5Z4O Z24 OA -
I,; S illiarn 11. Krick Lic. Nurriber SPACING 24.0" J RE F ii 7061, I
I 16 2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
18575-/7497 - B -DAVID WEEKLY -- Lot 42 Reagan Pointe - 03A
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SO #2 Dense
Bot chord 2x4 SP #2 Dense
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Left cantilever is exposed to wind
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
2X4(Al) =_
L- 1-4-0'
i rz3 0 9
R=224 U=46 W=3.5"
RL=63/-23
139 mph wind, 21,43 ft mean hgt, ASCE 7-10, CLOSED bidg, Located
anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(,/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Bottom chord checked for 10.00 psf non -concurrent live load,
Provide ( 2 ) 16d common nails(0,162"x3,5"), toe nailed at Top chord.
Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord,
2-2-11
R=58 U-28 T-0-2
1 -1 + 3
R=50 U=O
Design Crit: FBC2014Res/TPI-2007(STD)
PILT TYP. Wave FT/RT=O%(O%)/O(0) 15.. 3 T Y 2 FL/-/S/-/-/R/- Scale =.5"/Ft.
WARNING -' READ AND FOLLOW ALL WTES ON THIS DRMIWL
WoRiAW .11M- H- 1 -N[[IA-- [Nu—NG HiL 11111AII-1
it
TIC ILL 20.O PSF REF R408-- 35751
I -'I -A) I TIC DL 7,0 PSF DATE 11/16/17
BC DL 10.0 PSF DRW HCUSR408 17320A8E
0
T
Ap 7 BC LL 0.0 PSF HC-ENG KD/WHK
t",
Y'
AN ffW GOJN41214M TOT.LD, 37 .0 PSF SEQN - 511306
A -1 -1 d— I IV 11 peg` i It I t 11 d-i, i-ii—I AIh -
0 1 F7 k E f, Ir, I, 1,--4 1 -y 1.iy — TM
DUR.FAC. 1.25 FROM CH11-
11"
I NG 24.0" JREF- 1W5Z4O8 Z24OAELCXINilliarp11. Krick Lic. Nurnher ,lSPAC If 16,
2017
THIS D*G PREPARED FROM CCUNAER INPIA o0ADS & DIMENSIONS) SrJEWITTED BY TRUSS MIR,
18575-/7497 - B -DAVID WEEKLY -- Lot 42 Reagan Pointe - 05
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Lumber value set "1313" uses design values approved 1/30/2013 by ALSO
Bottom chord checked for 10.00 pet non -concurrent live load.
Provide 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord.
Provide 2 ) 16d common nails(0,162"x3.5"), toe nailed at Bet chord,
2X4 (Al) =_
Llrz 1-4-0>j
5-0-0 Over 3 Supports
R=288 U=53 W=4"
RL=94/-27
139 mph wind, 21,93 ft mean hgt, ASCE 7-10, CLOSED bidg, not located
within 4.50 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=4.2 psf,
wind BC DL=5,0 psf, GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Deflection meets L.1240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
23-2-11
R=116 U=55
2-1C-3
R=89 U=O *
0-8-0
Design Crit: FBC2014Res/TPI-2007(STD) JS
PILT TYP. Wave FT/RT=O%(O%)/O(0) 15 1.. ....... TY:4 FL/-/5/-/-/R/- Scale =.5"/Ft.
WARN l NG READAW '10LLT ALL WT11 THIS DRAW r V, 1,
Ni is"I 'A.. I Al 1- 1 1. NI I N1. ...... TIC LL 20.0 PSF REF R408-- 35752
f A
11'1 W(
c, TC DL 7.0 PSF DATE 11/16/17
Pd
g, z s BC DL 10.0 PSF DRW HCUSR408 17320A7Z
L Q, 1A T r)
ci NTil BC ILL 0.10 PSF H C -ENG AK/WHK
AN ITW COMPANY TOT.1-D. 37.0 PSF SEQN- 879988
DUR. FAC. 1,25 FROM RF
24. 0 JREF- 1W5Z4O8_Z24T11CCI1UilliarriII. Krick I ic. Nuniber 7016ISPACING
It 16,2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY IRUSS MrR,
18575-/7497 - B -DAVID WEEKLY -- Lot 42 Reagan Pointe - CJ5A
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Left cantilever is exposed to wind
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
2X4 (Al ) =_
1-4-0_
o
5-0-0 Over 3 Supports
R=290 U=53 W=3.5"
RL=94/-27
139 mph wind, 21.93 ft mean bgt, ASCE 7-10, CLOSED bidg, riot located
within 4.50 ft from roof edge, RISK CAT 11, EXP B, wind TC U=41.2 psf,
wind BC DL=5.0 psf. GCpi ( +/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Bottom chord checked for 10.00 psf- non -concurrent live load.
Provide 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord,
Provide 2 ) 16d common nails(0,162"x3,5"), toe nailed at But chord,
R=115 U=55 -40-23-2-11
2-1C-3
R=88 U=O __+
20-8-0
1-141,
Design Crit: FBC2014Res/TPI-2007(STD)
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 TY:2 FL/-/S/-/-/R/- Scale =.5"/Ft.
READ AND FOLLOW ALL1. Al I Ir -IA1 I I III TIC LL 20.0 PSF REF R408-- 35753
OT TC DL 7.0 PSF DATE 11/16/17
YX BC DL 10.0 PSF DRW HCUSR408 17320A8F
r
BC LL 0.0 PSF HC-ENG KD/WHK
AN ITW o0h4PANY . ..... ....... TOT LD. 37.0 PSF SEQN- 511309
T- _70t;, —t ,th- M UN A DUR,FAC. 1 255 FROM CH
C I O,
A,Ft 101-
j JWF , LOA fALPME .1,;-- Ti VICA illiarn 11. Krick Lic.,Mrrriber 70,6lSPAC I NG 2 4 O JRFF-lW5 Z408 Z 24, 11,162017
THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS} SUBMITTED BY TRUSS MFR.
18575-/7497 - B -DAVID WEFKL.Y -- Lot 42 Reagan Pointe - HJ7
Value Set: 13B (Effective 6/1/20131
lop chord 2x4 SIT #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SIT #3
Lumber value set '13B" uses design values approved 1/30/2013 by ALSC
139 mph wind, 22.42 ft mean hgt, ASCE 7-10, CLOSED bidg, not located
within 4.50 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=4.2 psf
wind BC DL=5.0 psf, GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
0-4-3
j—
L-- 1-10-10
R=318 U=145 W=4.907"
Special loads
Lumber Dur.Fac--1,25 / Plate Dur-.Fac.=1.25)
TC- From 0 pif at -1.89 to 55 pff at 0.00
TC- From 2 pif at 0.00 to 2 pif at 9.84
BC- From 0 pif at -1.89 to 4 plf at 0,00
BC- From 2 pif at 0.00 to 2 pff at 9.84
TC- -21.94 lb Conc. Load at 1.41
TC- 117,64 lb Conc. Load at 4.24
TC- 231.93 lb Conc. Load at 7.07
BC- 17.06 lb Conc. Load at 1.41
BC- 100.08 lb Cone. Load at 4.24
BC- 177,41 In Conc. Load at 7.07
Bottom chord checked for 10.00 psf non -concurrent live load.
Provide 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord,
Provide 3 ) 16d common nails(0.162"x3.5"), toe nailed at Bet chord.
24-2-6
3-9-14
20-8-0
Design Crit: FBC2014Res/TPI-2007(STD) 0' 0%
PLT TYP. Wave FT/RT=O%(O%)/O(0) 15.
1—
1
FL/-/5/-/-/R/- Scale =,5"/Ft.
WARNING— RM AND FOLLOW ALL NOTES ON THIS DRAWING c
REF R408-- 35754IMPORTANT' TC LL 20.0 PSF
IS) 83, TIC DL 7,0 PSF DATE 11/16/17
BC DL 10.0 PSF DRW HCUSR408 1732OA83
BC LL 0,0 PSF HC-ENG AK/WHK
IIAISI III I
AN rrW C0&4AM .... ....... TOT LD 37.0 PSF SEQN- 879994
lea ... I; fertl teats 1
41 "'o, -- — ------ 7- DUR.FAC, 1.25 FROM RF
AIPM ,Pi I""CICOA8 illiain 11. Krick Lic. Nunibet 70,6lSPAC I NG 24,0" JREF- 1W5Z408 Z24
11 '16)2017
THIS DWG PREPARFO FROM COMPUTER INPUT (WADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
18575-/7497 - B -DAVID WEEKLY -- Lot 42 Reagan Pointe - HJ7A
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 Dense
But chord 2x4 SP #1 Dense
Webs 2x4 SP #3
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Negative reaction(s) of -296# MAX. (See below) from a non -wind load
case requires uplift connection.
139 mph wind, 22,42 ft mean hgt., ASCE 7-10, CLOSED bldg, not located
within 4.50 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=4.2 psf,
wind BC DL=5.0 psf, GCpi(+/-)=0.18
Left cantilever is exposed to wind
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
0-4-3
i—
Lie- 1-10-10-9-W-1
R=620 U=143 W=4,95"
Special loads
Lumber Dur.Fac.-1.25 / Plate Dur,Fac_--1.25)
TC- From 0 plf at -1,89 to 55 plf at 0.00
TC- From 2 Filf at 0.00 to 2 plf at 9.84
BC- From 0 pff at -1.89 to 4 plf at 0.00
BC- From 2 plf at 0.00 to 2 plf at 9.84
TC- -15,44 In Conc. Load at 1.41
TC- 115.64 In Conc, Load at 4.24
TC- 230.67 In Conc. Load at 7.07
BC- 19.44 lb Conc. Load at 1,41
BC- 99.37 lb Conc. Load at 4.24
BC- 176.75 In Conn. Load at 7.07
Wind loads and reactions based on MWFRS.
Bottom chord checked for 10.00 psf non -concurrent live load.
24-2-6
R=121 U=24
R=-296 J=7
0_20-8-0
3-9-14
Design Crit: FBC2014Res/TPI-2007(STD)
PLT TYP, Wave FT/RT=O%(O%)/O(0) 15 FL/-/5/-/-/R/- Scale =.5"/Ft.
wARN INGi RM AND FOLLOW ALL VOTES DN r,"S OPAWINGt % TC LL 20 O PSF REF R408-- 35755
TC DL 7.0 PSF DATE 11/16/171
BC DL 10.0 PSF DRW IICUSR408 17320A8B
BC LL 0.0 PSF FIC-ENG KD/WHKAl"
AN FTW COK4PAM TOT.LD. 37.0 PSF SEQN- 511312
A
DUR.FAC. 1.25 FROM CH
1W5Z408 Z24HA -ick 1 70 6 ISPAC ING 24ff' JREFFC(A 9 iffliann 11. Ki _ic Nurnbei
It 16i20t7
SUPPORT REPORT JOB DESCRIPTION: 18575
WIND CODE: ASCE 7-10 WIND MPH: 139 BLDG TYPE: CLOSED
TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT, MAX WIND TRUSS
DESC SPAN-ft SIZE -in. TYPE XI-OC-Pt, YLOC-ft, MAX.+k MAX.-# UPLFI, # PROFILE
Al 24.000 4.000 WALL 0,000 20.667 1043 118
Al 24.000 4.000 WALL 23,667 20,667 1043 118
A2 24.000 4,000 WALL 0,000 20,667 988 119
A2 24,000 4.000 WALL 23.667 20.667 988 119
A3 24,000 4,000 WALL 0.000 20.667 988 239
A3 24.000 4,000 WALL 23,667 20,667 988 239
A4 24,000 4,000 WALL 0,000 20.667 2086 537
A4 24.000 4.000 WALL 23.667 20,667 2086 537
A4A 24.000 4.000 WALL 0,000 20,667 974 260
A4A 24,000 4.000 WALL 23,667 20,667 953 273le
B1 18.000 4.000 WALL 0.000 20,667 765 185
B1 18.000 4.000 WALL 17.667 20,667 677 152
B2 18,000 76.000 WALL 0.000 20,667 627 171
B2 18,000 140,000 WALL 6.333 20.667 1132 210
CJ1 1.000 4,000 WALL 0.000 20.667 201 57
CJ1 1,000 1.500 NAILED 1.000 20,667 9 10
CJ1 1,000 1.500 NAILED 1,000 21,222 36 34
CJ1A 1,000 3,500 WALL 0.167 20,667 191 61
CJ1A 1,000 1,500 NAILED 1.000 20,667 10 10 f!
CJ1A 1,000 1,500 NAILED 1,000 21.222 36 37
CJ3 3,000 4,000 WALL 0,000 20.667 222 46 r
CJ3 3.000 1.500 NAILED 3.000 20,667 50 0 r
CJ3 3.000 1,500 NAILED 3.000 22.222 59 28
CJ3A 3.000 3.500 WALL 0.167 20,667 224 46
3,000 1.500 NAILED 3.000 20.667 50 0 1
a CJ3 3.000 1.500 NAILED 3,000 22,222 58 28
sr s,_Z __ _
CJ5 °'4` ^ 000 4.000 WALL 0.000 20,667 288 53
CJ 0 1,500 NAI LED 5.000 20.667 89 0
F C,0 1,500 NAILED 5.000 23.222 116 55
r
f
5i300 3,500 WALL 0.167 20 667 290 53
rwa . 4 'f `r r f°, ff 5 0 1.500 NAILED 5.000 20.667 88 0
00 1,500 NAILED 5.000 23.222 115 55 r--
7 `' r
i'000 4.000 WALL 0.000 20.667 360 62
N„ J7 7.000
70.
1,500 NAILED 7,000 20,667 127 0
7.000
ti----------------------------,-
1.500 NAILED 7.000 24,222 169 82
F1 24.125 6,000 WALL 0.000 9.333 1074 0
F1 24,125 8.000 WALL 20,500 9.333 2213 0
ETA 24,125 6,000 WALL 0.000 9,333 661 0
ETA 24,125 8.000 WALL 13.500 9,333 1216 0
F1A 24,125 8.000 WALL 20,500 9,333 1474 0
F2 23.875 7.250 WALL 0,000 9,333 622 0
F2 23,875 4,000 WALL 11.938 9,333 1437 0
F2 23,875 7.250 WALL 23.271 9.333 611 0
F2A 23,875 7,250 WALL 0.000 9.333 882 0
F2A 23.875 4,000 WALL 16,938 9.333 1537 0
F2A 23.875 7.250 WALL 23,271 9,333 317 0
F3 19.896 7.250 WALI- 0,000 9.333 1081 0
F3 19,896 3.500 WALL 19,604 9,333 1082 0
F4 19,771 7,250 WALL 0.000 9,333 1074 0
F4 19.771 3,000 HANGER 19.521 9.333 1088 0
o ms 250 WALL 0,000 9 333 n^ o
s 17,875 4.000 wxu 5,938 9,333 1096 n
a 17.875 uso wmI 17,271 o ox 611 o
em 17.875 7 250 WALL 0,000 9,333 m o
psx 17,875 207250 wxu 0.604 ezo 1883 n
m 17.583 xMm oxwux 0.000 9.333 m o
p6 n mo 8,000 mw/ 13.958 ozo 12/3 o
F6A n uo 175.500 WALL 0,000 9.333 12826 u
pr 13,333 160.000 w«u uMm szzz me n
m 10,563 zso xu 0,000 9,333 2154 o
m m yo 8,000 wxu 6.938 o zu» mu o
m 3,e37 7,250 WALL, 0,000 9.333 63/ o
e* 3,937 3.000 xxwmER 3.e7 9.333 rm n
nm 3,938 um WALL 0,000 yzzx sa u
FDA zsm mm WALLo.mw 9.333 aa oNS
mv a*,mm oMm wxu omm o zaz 2740 o
pu1 24,000 8,000 wxu 20,500 9,333 2026 n
oo 6,500 4M0 wm/ 0,000 9,333 z/oy n
pau 6.500 4.000 wxu 6,167 s zzz ow u
mr o om an WALL 0,000 20,667 318 ms
w/ 9,837 1.500 xm/no 9,837 zo asr um ss
mr 9,837 1,500 mx/Lsu 000 24.200 n 24
mm 9,837 4.e0 wxu 0.173 20,667 ozu ws
mm e,m/ y.ea WALL 8.e3 20,667 om as
mm 9,837 um wxucn o mn 20,667 296 -/
mrx 9a37 am mv/nn 9,837 2C200 121 24
Go
c
p
S-T-D"i
I
BG1 C< BRAWW_,
MAU wah-ov
stress growd Wober' TP(Si-THER
W-AU StrongbaCk wdging and orac"q sook bp
m&num 20 'stress grudiso wImber
10- The purpose of strr)ngback bridging, s to
1ACH SUB 411H Mal MAKUN 'C r v P r 0 P I c a o c o Ki ,b e t N e,_, r rlfi v
PY6 -1 12Wx301 NARS lN 2 974S A! 1 rpnAUnq n on ov-raU ir)( Kt LliaB
NOTF !N L-ntj nF SPl lCINC, AS SHDWN, sburnpns Of the Fm'or, sysSPrl,, --, A G,
1AP SwU%BMK BVDGMU Amm" stwrghank bridgirig osit
r0Rl AT LEAST T E TqU'S SPACAN , p,on-), as n
SIRDIABACK BRIDGING SPLICE DETAIL dpLauv, IS nPlommPaded a lw -0, c (Mox
ilia r_ r t o i a n,-A f r)-,e the pr-PVerred attaCnMe0t PletKlisdS p- Thr, 0,rmg 'Orion ano 'Lrocinc c
srAnw-,PACK ffl
WEB W1 (-- imistakennly usrc-c>
3) 100 COMMM-_ turai req&remPry t or any fuw- wmw") NAM ER to
To Bw/%N 00 PCOF qyntPM R P O P r tC VhP -P"Sq D6 SY0 JI
NAILS
Drawing rTDE) For the bracing each
ndvwbual truss component. Wrleging,' r'
sn)o Vfl \} ,,...L SO
L recommenoatun for a t-uss nysipm to MPV,, contro,
vibration. In adjit on to aib')g n tht" ToF
pno t wadq h"twmm ao C on n--
truss
strorglaacK brugog mwpb vtorpduce f-'mill-
3BAC-K RRIPGINI 'hk ounc
e' cr -eSia u(,t Vr-(,ti0Atin Ki res g nor, f" lnNG wwwwwki w)v
ng rain L toad nuc h aq Wo K top,, qNNr,- The pprforwrice oF
cAl Mow- systems One X-i - horCed by
thp nSt0HCt;,sn CF StronqboC< C s, 14 e, 3, l?0' 10 K12 me 0 c ma U3 =9 p as 1'j> -OmMIIN , 0- W, — z mum
18'x-n) ATLX6rAlPSBOIX/l,tiN 01LJKIPAMBMMM
A 2.1 D 10'e, s ot ff,c mt,, WiDjng arij Lheru%ry is n tr ongly y by AtNnE? SUBON
MVCK i " T Af 1 IRUNUBALK Hj BLfJL< V1
C) 1J0 LLIV 14 3N (
0 14 8',,T aA TS fjP (4)s,r,
fflX/tj.jl. /o additio"' ormG-tcpq
regsf-
61Kg l< I g p t brog4g, PeCer,
to [3CS1 (13 rn )rl n Safety Wo-matbr? L. A! 1
ACH S f
IS
iJ 3,S ',
K E7, MU% VACHMENI AL MNAMES ZAP, I"':
Z" '
1''"N PSI 1N,3P
A C K4I..1I . II IS &11ilI.I INSIALkRS T QgCPSFDAY74: EL 3 Ptwv C D1P1VMM G f-
R,I S,di""s
mcme
ibie ll—.aBEL P
ANTlV(,0AP/,
NY
AllL
1
aw U,
0 tes —
epta— es,L M, Lity
l'i,
12 3 R—qp- D,- —
P— ity -A
iy F— 1 —QQSt200rsPys—t— tr ...P—Ay f te 9u#,g D-9— [ANSUIP1 N
PINE ... —i—
t—- Pr,. MMWW mvw MO ON3se ee, 448JACING 11 161017
C o rn rn e n 1-1 a r Y:
Camber may be bui( t into trusses to c ompensate
for, the vertical deflection that results from the
ar)phcation of loads. Providing camber hax> the
following advantages.
Helps to ensure level ceilings and floor-, after,
dead loads are apphed.
Facilitate,, drainage to avoid ponding on flat or,
tow slope roof-,
0 Compensates for different deFlection
characteristics between adjacent trusses
Improve-, app(>aranc(- of garage door headers
and other tong spans that can appear to 'sag,'
Avoids 'dips' ir, roof ridgeiines at the transition
from the gable to adjacent clear span trusseses,
Lie Alec tion and Camber,
In accordance with ANSI/TPI I the Bui(ding Designer,
through the Construction Documents, shalt provide the
to( a tion, direc tion, and magnitude of' al( loads a t tributable
to ponding that may occur due to the design of the roof
drainage system. The Buitding Designer shall also specify
any dead I oad, live toad, and in-service creep deflection
criter;a for flat or low s(ope roofs subject to ponding
The amount of camber is de ' r)erderit or) the tru-,s type,
span, loading, application, etcetera .
More rc-,trictivo limit,, For at(owabi(-, deflection and
slenderness ratio (L/D) may be, required to help
control vibration
The following tablec, are provided as guidelines for
limiting deflection and estimating camber, Conditions or
codes may exist that require exceeding these
recommendations, or i (-last experience may warrant using
more stringent limitations.
L Span of Truss (inches)
P Depth of Truc,> at Deflection Point Onche,>)
Recommended Truss Deflection t imits
truss 1 p DcF ectior, LimitsY - - ----- __
L ive Load Total Load
Pitched Roof Trusses P4 LI340 (verticao L/180 (vertical)
Floor of Room -In -Attic P4 L/360 (vertical) I- / 2 4 0 (vertical)
trusses
Rtat or Shattow Pitched 24 L/360 (vertical) L/240 (vertical}
oof Trusses
Residential Floor Ir-uss(,,s 24 L/360 (vertical) 11210 (vertical)
Commercial Floor Trusses 20 L/480 (verticaO Lli_"410 (vertical)
Scissors Trusses 24 0,75' (horizontat) (horizontal,)
T_ru s F) e Recommended Camber,
Pitched T russes 1.00 x Deflection from Actual Dead Load
Sloping Parallel 1,5 x Vertical Defk-ction from
Chord Trusses Actual Dead Load
Floor Trusses (0,25 x Deflection from Live Load) i
Actual Dead Load
Flat Roof' Trusses (02t) x Deflection from Live Load) i
1.5 x Design Dead Load Defl(,c_-Uon)
Note, The actual dead load may be considerably less than
the design dead toad,
READ AND IUL. 11 WIES U. 1111S ANY
am[ TANYaw FLRNIS" THIS WAAt M ALL CONTRACTERS MCLUDING TW WSTALLERS,
rwyakre atutrerra Care er Pw.-k-tta'x@, hardiwrg, sh4-4*,g, y-t.Mog anal br.6,Q. Re Per t. ao
Cott- the Wt-t -Ihtk>n of' B(M (8v0*19 C.IP—ot S.Fety Erftrrreu ikx,, by TN .,4 SBCA) For ..F.t
P—tioes Pio to 1hese F Uos lostaU- sook te—We teop-y b—o" Pe, SCSI
kki- hot&d top 'horo yh.t{ ot— P—r—ty ott-d 5t—t—t Oeothioo rod ott—
shak, h- . rWd toP-Q. Locutions sho— h- p.—.oeot late t r—t—e't or
og wo,twteo pee 1K,SI -t-o 83, B7 ao 910, so aWwebte. Apply pisjeb to each Iac
QfZroo' — PoSits — 5h0eh Moo— Uod Oh tee jr t DetaAS, uA- noted olherli-
Re to et a-go 16DA-Z ft,,oiord plate positk000 AN
TW COMPANY lepo'
b, U dM- of' UW "dlog C-4—ots Group Inc, shag oot be rest-e For Q,Y drsiaU- f k,
s ck^a aoy fame to oAd toe t ta55 kn coofor— ith ANSI/TPI 1, or for horoKo-Q, sh, L
t's"'D or "Sses A
seat — tN. — hoy- P.W Utft thk. bkte. .—Pt— of P—h—sk—t 72 1
R,-q-1 D-. llIy Q,,Ily Ior 111, d—lah 1, Th. eltbWly a,eI use .1 this 200 Fb' ohSt-
oe tS ttW re icy Of OW &Aa*rQ Jk-aa per ANSI/Tg , S_P. PhyardH,,h, ,Odra 63043 Yen—
o&o-*tR- see t s job'sarms geo—ot rotes page d thesewebALPIME M2 SKICC: w o,
rsaf-g RFF DFFI,FC/CAMB DATE 10101114 DRWG
DFFLCAMB1014
I Gable Stud Reinforcement Detail
ASCE. 7-10: 140 mph \,,/ind Speed, CO' Mean Height, Enctoseb, EXprSUr-e
Dry 120 mph Vind Speed, 30' Mean Height, PartiaRy Enctosed, Exposure C, Kzt 00
Dr: 120 mph Vied Speed, 30' Mean Height, Enctosed, Exposure D, Kzt = 100
Ent 100 mph wind speed, 30' Mean Height, Partiaity EricJcseol, Exposure D, Kzt 1.00
2- x- 4 (1) 1.4 'L' Brace 0 (1) 2x4 'L' Brace 0 (2) 2x4 'L' Brace xx (I> 2x6 'L' Brace K (2) 2xiS Brace mAl
ab e Verticat No - ----- ------ - ---
spacing ISPecies Grade Braces Group 4 Group B Group A Group B Group A Group Grouip A Group B Group A Group B
0 7 -2- --F27 ?0' --FT -4- --F47 -V 14, 0, 1. 8' 2- 6
SPF 431 10, 61 21 61 7` a, 11 9' 5* 91 el 10, 01 12' 8' 13, 21 14' 0' 14' 0' 0) U Stud -2, 91 W- 10, 01 12, 81 13, ?1 -
14' 0' -14' 0-1
0 -1 F -
t ndorpt 310' 51 "1* 5' 7' 7' 0' 7' 6' 91 61 101 01 IV 10, ',4' 0- 14' 0- i a'
7' 0- 9` 10-1 -10 13, 0-1 13' _6' 14' 0' 14' 0' j
S P #2 4' 1- 67 1---772 82° 8` 6' 9' 9' 10' 2- i IV 3T414' 0- 14' 0' 3 4 O
5' 5' 11- 14' 0* 14' 0' DFL Stuck ,V
11-7;5. 7` 11 -- 9` -167 I -- --IT 7` 12' S` 14' 7 O -LV U - -,- - -- Standard 3'
9'
4' 11'_ __5' l3' 6' 6' 7 0'--- 8' 100 91 6* 10, 31111113, 111 14 2 4' 8' 7
111 3 9' 4- 91 91 111 21 11' 7- 14' 0' 14' 0' 14' 0' 14' 0' S P F #3
4' 51 7' 8' 3- 1), .3. 9' 7' 111 a, IV 0' 14' - -14' 0' 5- 71 81 01
9' V 11' 6- 14' 0- 14' 0' 14' 0' H F Stud 615. T ou
I C) - Stand
a r d 4 8' 7' 1 9' 2' 111 01 IY 61 13' 6' 14' 0' 14' 0' 14'9` 1 8, 0- 8'
4- 9' 6' 91 10, 111 31 111 91 14' 0' 14' 0' 14' 0' 14' 0- s, P # 2 4'
8' 7' 11 81 31 9' 4' 91 91 111 21-- 11' 7' 14' G' 14' 0' 14' 0' 14' Q' 3 4' 7' 6'
10' 71 31 91 1. 1), 81 ill 11 111 61 14' 0* 14' 0' 14' 0' 147-0- r DFL 4' 7-
6' I-F 7' -1;-- -91 14' Q' CI) Stud 11' 6' 14' 0' 14' 0' 14' 0' 4' 5' 6 0'
51 81 01 Standard 8' 7' 10, 10, 111 61 12' 7' 13' 15' 14' 0- 14' 0' 2' 81 9. 91
1. 1101 --FQ7 V # -1/ # 4- 111 2112, 0- 14' 0' W 14 V SPF 41 10, 8171a, 11, 10, 21 10' 7' 12' 2' 12, 81 14' 0' 14' 0' 14' 0' 14' 0' jtud 4 ' 10- 8' -
7- B, 111 10, 21 10' 7' 12' 2' 12, e, 14' 0' 14' 0' 14' 0' 14' 0' U 1-1 FStud12, 81 14' 0'
14, 01 14' 0' 14' 0' Standard 4' 10' 7' 5' 7' 11' 91 111 10' 7- 1 7 2 4' B' 10' 9'
2' 10' 5' 10, 10' 12' S' 12' 1 V 14, 01 14' 01 14, 01 14' 01 X S P 25' 2' 81 91 91 11 10, 4- 10, 91 12' 3' 12, 91 14' G' -V 0' 41 0. 14' 0' V 14' 0- 14'
0' 14' 0' i 5' 0' 7' 10'
Stud 8' 4- 10, 3- IV W 1 12' 2- 12, a, 14' 0' 14' V 14' 0' 14, 01 N" D F I -Z ---- 4 ca"', 10, 12, 14'
Q' Sy- About C.6ke
T-,
Diogch.
t brace optoc,
rto.i tinngle ray
be doubted her, chog"'al
X brace is Sed, Connect
L diagon,at brace for
5254 at each end. Max
web Brace totat liehgTh is 1,:
Z I--- K A 2.6
DF--L #
2 or Lette, deg000t T Verticot
tengtr shown brace;
single in takike above 'Aor
C10.1ne cut 81 X I 45' (
as Shown) at
sapper end. o' conrect
da9cnot at
idpoinlof' ertic.l
e Refer to char above fie, N, WARNIW-- READ AND
FOLLOWALLNOTESINTHISDRAWINGIIWMTANT- FURUMH THIS DRAWING
TO ALL CONTRACTORS INCLUDING THE UVETALLERS. Tr -q,- tratae care
un F.oro.tinq, ho,'.Kg, stoat and Ref., a-0 I - Ire 1.
t
wokVooof
BCS1 (9deQ - by Tel and SKA) For -f C-poment S.Fety lnf-t dr, 81 t pact' Prior to evf-itog
the ftix,- 1-tatte's oroti n iiiiii too-L y bracing P., ECS1,
Z
i-
Jriess notd othw-i-, top
rho,d th,a h- propery tt-Ked n-oot-1 snex a Batt h o, ohti ho,e a pncowlty
Eta bed rIyd ceons Locations aho- fo, percome nt tate restraint of _4 piaknoloe. APTAY pates to eace f,ca, S
5a. T 0 t. PF-Q N1 [E 4-2'veoe`
ntd an R-t D"ita'ak's' vr ess
noted otherwise. B, 'a- r Rof - t a -kogs 164A-Z far
stamiiad
pkate positions. kax., . amaor.f IT W &AdaQ Componwet. Group
lac. soa not be -porioiio. for my AN ITW COMPANY ,iotido from the d .. eQ, rf y .9-
to b-
ld the truss t- nP a-r with ANSI/TPI 1, farmandaiq, Nioptrg, `6% -!k` btslaikattor & or-k-a; of trusses A s-t w this
dr-,ing or - page Usti H" *-
ates acceptance of profe-k-1 n engkneer '-poeskiNty -4,d, I- t?. .9-IcV, of,- The oit.
bbty U IV, A L 131',i R-q-1 Drive end - F Vs. iii-ftS,,, , - '100 for any striatare Is thi respons4diity of the Hoili"
Designe, per ANSI/TP? I S Z oN, yL-i Heights, MO 63043 Far Hare Info tfan w:
this job'% genera[ rates page and those webiot- ALPINE: w,atptnei+.,car+, lei: SRCN .-tAkxkaio-"-Q; Iac, ...o,roif-
tpr)Qth C, Kzt = 1,00 Bracing Group Species and Grades
Group A
S- us Pre -Fr
i r iem - F to
an 3 _
SIud F #-3 !st. d-.] Do"212 tud
Fn-
Larch So,ithr,r p-... 3
sdar L___
Standard
Group B Ai DicuqjR s Fir-L-
ch
South- Pille... 1.
4 Braces
sh.
0 be SRR (Stress Rated Board) W..
Fo, F.4 So Pi- use oriy Industriat 55 o,
Ind,striat 45 Stress--R.-tea Boards r-up B11 sea
Gc,b(e Truss Dicta Notes: Wind Load deTtectior criterion
is
L/240 Provide otalft connections For
100 ptf over Continuous be-ing (5
psf TC Dead Load) pable end sopp.
rt5 load Fro,,, 4' 0' cuti.okers Th
2' 0' o,erh-g, 0, 12- p(yecou overhang.
Attach 'L' braces with 10d m) -Is For (1) r-' brace:
space nails at 2' oc it, 18'
end z€rr,es and 4' - between zones AWFor (
2) 'L' braces space nails at 3' do h Is'
end zones and 6' oc bet.een zones bracWig
must be a rnnieur of 80% of web vbe, tength,
61-cbae vertical Hate Size - s Less thaw, 40
2X4 Greater
than 4' 0*, bol Less than
11' 6' 3X4 Greer er -
1hLILIV -a' - -444---J Reper
to coienon truss design
for
peak space nrst beet plates__.-. Refer
to the R-Odi,,g Designer
To, conaiti-s not add-
essed by this detak, ASCE-7-10--G-AB14030 DATE
10/01/14 1DR4/G A14030FNC101014
I MAX, TDT, LB. 60
PSF X. SPACING 24,
0' 11 '16
2017
LU
Gak.Ae Truss Ptote Sizes
aprorratp Airre gob(r detail for
e sizes for ve"ticaL Studs.
Engineered truss design for perk,
b, and heel ;afstes
vertical ptates overtop, use u
to that Lo'e's 'he tota. a,e,,
o,Dptd ;;gates to span the web.
X4 i -If 2X4
ov
oe conrecl!ors f or, uptO T specified on the engres red truss design Attach
each 'T' re,nforci,,g member .;Trr, no
Driver, NaRs ir"
d Common (0148'x 3',,;r,) Wits at 4' 0C Dh s 4> ,
nits ire the top bottom, Chords. oencd
eJ Nails lod
romon 0148'.3%m.n) Toenoits at 4' o.c, plus 4)
toclno,ls 3r, the top and rottom 0'ards, This
cietail to be used with the oppropr4atc Atp,ne gable Beta ror 44SCE ind
toau ASCE /-,
jL,, G.ole Delo!L Dr-nq-, A130115C51014,
A12015051014, A11015051014, A100150E ri4, A14C150S1014, Ai30360510114,
Ai2030051C,14, A1ID30C510111, AIGO3Ct051,014, A14030051014 SC-
7-10 Gante Detp1 A11515FNEC101014,
Aj?Oj')EW'!OjSj4, t14015ENCIC,1014, A16015FNCIOID14, 4,
10015ENC101014, A20015CNC101014, A20015IN13101014, A20015PED101014, AlM0ENC101014,
A12020ENC101014, A1403DENCID1014, A,16030ENC101014, 418030FWA01014,
A?G03OFNC4O4014, APOO'tWCND101014, AP003OPFD101014 S!
515L NCIJ0815, 5I2O!SENC100815, S!40:5ENC100215, S!60115EINCI0M5, 18,
07HNMOS15, SPOGIDFNC'100815, S?01,1S)END100815, S200lt5PED100815, 11530FNC700815,
SIF030ENC100815, SI40,3CE I C I S16r N(' 0 P 5, MrUFNC100815, S18036P14-
11P,9815, SPOO-KENICIOM5, S20020FNDIOM5, S2003DPEDIOo8!5 See
appropriate A P,r:e gable detail for maximum urremn;orced 11.9abte READ ..
101Ull ALL 11.11S IN IMS DRAWEW-4 FLPN
SH. THIS DRAWDC TD ALL UNTRACTERS MLUBMS THE INSTALLERS, T ....
rcgwr xtrema r fnb ttng, h-d1irg, -d ar-iv,g Re Per ua Faro ,
ti"tot-!- eaiof BoSl (P-RUwg C-porent SaFety 1,,f-mat-, by Tpi -d SBCA) F- a. , a,
1. pa'f.th P-h ,,, e ese r'-f-, -U P-f- Per 3CIA aceoted ot,--
e, top rha,d shaproperiy attach E tsre-Nr,.Q o"d dntt- le.0 t-
ls I ollaolt, 10-d cg ; oaatd S sho" for Perr-'ert bt-w ... lr,rs " es to h-e
sroc"rg -t.,,ed Pa, BC31 t- Is, B7 - B10, - PpUs., AWY .t-Cr of t-- "d P-
t- as sho" ai-e -+ o' tR X t Del-S. -'e,s "Oted 0-.ellise Refer to a,-?ngs 160A-
Z For standard prate positons. Flu F Mw G ... p
pe AN iTW CC)MPANY thi.
a-H ry Is R,- to bl(d the t,- .,th 44Sj/TN 1, r for h-di ng, shpp,g, 1-Z.-I & bl-l"
G .v - .... A -I pg Usl Q
tfas ak-42, W,01'at's G-Pt-e of 1303 R,tq-t D-,
gl-ft ..Wy f- th. d..V .- lhe .t.bMty . - of tN. dr..g S,m. M. 111 for
comy t-t- M t" r-p-SWAMy f tt. &AO.-Q p., ANSUTPI i S-2, M,yl-d H,,qht,
Me W 043 Z-"`ti- s- t"' j-'
s Pe"Or' mot e% O%Q* "d -- -e b %it@% 1 TPI, SBCA, !CC, Hl, T' Pew)forcprrpnt Atlachrent
Detac,
Reinforcing 'T' RefnForcing Member ' Me
e r T-
1--l" L ro
convert from 'L' to -
rew,for,-ng members, m, 'Ciply 'T' ncrpn,,P
by isngth ro"-C-Cs C'n epproprlate Alpine Mlaxim,m aftOable '
T' reinforced
gubte ve,v'a'l iength Ss 14' from top to
bott" C,ord relnCorrnq membtr motermt rust match size,
SQeLlo, and grade of the 'L'
r,e r)FW'LrlW lrcace Lerrotfn ?-ease w/ - B T'
Mier, Sizeincrease2x4 ,3,
j
X P.0
A"CE 7 10 w,nci "
P&Pd =
11`0 mrph Mel, Roo' Hegnt - 0 rt, K7t I CO
Ga?,.e ve,T,CQL = 24'uc SP
11 J Reinforcing rcing Vel,per Size - 2x4 Brace increase (
FromAbove) - Of% -0 Cl) 2.
4 'L' Bace Length = W P
Max,,um 'T' Rf,,nforceci (- oble Vertical [-er,gth,
130 x e' 7' -- 11' P' 7 X, I
T All MAX, 1 - D, 6"
PSC.
ANY DUR, FA sn SPACING 24,V R
LE r: LF-TN
VFRT DA TFF I
r) I / 1 4 D P
V/ G-, B 1 L F T
IN I 1 4 1 1 162017
yV (t,SCT / -10, `-1110 r-,rk-), IM' Mc ---an H'(,gn -
4- , D a - tia I L e F X L 7 t: -
For) Uhcrd 2x4 SP #?NSF'f #1/tW, OF -L #L? or better, drat
Chord 2x4 SP 4e"N or SPF 41/#2 or better. Webs
2x4 V #', SP F #11#2, DF -1- #2 or better, Attach
each va(ley to every supporting truss with 5601# -
onnoct'on or with 1) ITW1I(-,G HA4 or
HA,2.`3 connector or equivatent fcr AsCi, /-
10 IRO mph 40' Mean Height, ['art, Enc Builtding,
Exp, C, Wind TC DL-5 psf', Act = 1,00 Ur
ASCF
7-10 160 mph 30' Mean Height, Part, Fn(::, Bui(
dinc), Exp. D/ Wind TC DL-5 psf', Kzt _1,00 Bottom
chord may be square or pitched cut as
shown. Valleys:,
short erough to be cut as sc)(id triangular members
from a. single 2x6, or Larger as required, shati,
be Permitted in lieu of Fabricating From separate
2x4 members. Alt
ptates shown are ITW BCG Wave Plate,;, 3X4
12
Max, PX4
0
0 max 4X4
Unless
specified otherwise or engineer's seated design, for, vertical vat(
ey webs tatter than 7-9' apply 2x4 'T' reinforc-ement, 80% length o,- wph,
same species and orade or better, attached with 10d box WA28'
x 3.0') nails at 6' o.c, In keu of '1' reinforcement, 2x4 Continuous Latera'
L Restraint applied at mid -length of web is permitted with, diaqona(, bracing
as shown in DRWG FiRCI-BANC1014, Top
chord of truss beneath vaLley et must be oraced, NitK property
attached, rated sheathing applied prior- to valley truss ins
taito. "on, Ur
PUr-
UrIS at ()4' o,c or as otherwise specified on engw)Per"-,- sealed Or
By
valley trusses used in lieu oil purtin spacing as sp(,,cified on Engineer'
s seated design. Note
that the purtin spacing for bracing the top chord of' the truss beneath
the vattey is measured along the slope of the too chord. Larger
spans may he built as tong as, the v rt-icaf height doe, not
exceed 14'-0', Pitched
Cut Bottom
Chord Valley
PO-
0-0 (++) - ---I Supporting
trusses at 24' o,c. maximum spacing. aitpy
Spacing
WARND"--
READ AND FOLLOW ALL NOTES ON THIS DRAWW-4 WMPMTANT..
FMNISH THIS DRAWIWU TO ALL CCNTRACTMS INCLUDM THE 94STALLERS. T--
jin ba-AwQ, IhO- P9, t.iMq and b— l9 Ede Fir to o W .
It. t.tolt akti— f ;g(Budding C—po—nt Sarety lnf—tioo, by fPc and SBCA) For SaP84 peactk,%
tori r to oarro—jg theoe r—tions. 1—tatkors shellp—aIo to,4—ary .—ing per :St t"I's ed ottu,--O, top h—d 4o h— P-4—ty st—t—*! sh—t—o no tt It-"
za a P1,G—IV . t t-t d lod —KIng. L—Uory t— for oaroa—t latest —t- I'll 11 It tWBCSthaveb-4,I; ,twIod Ea, SI sections B3, 97 or BIG, — pptia.bt, Appky PI.t.a to —th F na no _
the oi" Det.g5, aot _ potGt .. a_ b._ t_ lithor. _ RaTo, to
or..ktIw 160A Z P— standard plate posltw— A4A— . oBA— .8
FW 8,avaQ Comp—ts Group 1— shoU not be ros,,ansibto For any da,fatio, 0 dl—,nq, any—,
I.&— to bAd no, tr— on —C.rnan— with 4NSUTP1 1, orFPonhandlng, h,T, at"tla t
t 9, b,Q or t— A oo. — thil
0.11Q — L.— P.Go tio-t619 04. an.", i.S1.t- .1n.pt- of f—a?-sionak 13123 R—,p,
0 D,— —gkwerMg respanslaKity —k,ty For the designs shao— TM s tWty and — F this Sun. 200 f—
any strut tare t5 the —rmr>sAxAty of the &Ad.,g D—AI— per ANSI/M I S. Maryi—I H2rqNs
MO 63643 For u o`4—ta" - t"' jok,'s g—,,o notes page —d to —b it— AIPM 2X4 4X4
Square
Cut
Stubbed
VaItey 11ptionw 1r- Bottom Chord End retail
Jo'nt Detai( Valley TC LL 30
30
40PS1 REF VALLEY 011 1 AIL TC DL 20 15
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ALL BEAMS BY OTHERS
UN i - ESS NOTED ON LAYOUT,
A; '- POOF TRUSS HANGERS
ARE SIMPSON HUIS26 AND AJ ' -
LOOR HANGERS ARE THA422
UNLESS NOTED OTHERWfSE
BEARING #;EIGHTS HANGER TAKEOFF
4HEIT 6) THA422 GH 20'-8'
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HEIGHT 0'-0'
HEIGHT N u"
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THE RESPONSWJTY OF THE SL"MG DESa4R OR ARCHITECT TO
PROADE AN APPROF"ATE CONNECTION FOR TRUSSES TO SUPPOR*
nNG STRUCTURE PER REACTONS 9iO%N ON TRUSS ENGNEERM SPECIAL
CONSIDERKRONS FOR MECHAWAL EQUFMENT AND/OR
a } R4 TRUSS SPACE MUST SE=
AM 908;=DrONCAMPOPNRSO',MTRUSS LAYOUT P" TOPABRICA710N, THS
COMPANY IS
A TRUSS MAKFACTURER WHOSE RESPONSSILITIES ARE UIATED
TO THOM DESCRMED IN WrCA 1-1995 -DESIGN
RESPONSIBILITIES-. AccoRviROLY, fT DISO-04 ANY RESPO06AWTIES AW/
OR UAMJTY FOR THE CONSTRUCTION DESON, DRAWNGS, DOCIJMENTS
INCLUDING THE INSTALLATION AND BRACING OF SFAAMFACTURED $
Y THIS ANY. WARNING CONVEN'DONAL
FRAW4ERECOONAND/DR PERMANENT SRAMG &S NOT IHIE RESPONSOUTY
f TE OR TRUSS MANUFACR)
RER. PERSONS ERECTING TRUSSES ARE CAUIONED
70 SEEK PROFESSKKAL ADIACE REGARDING ERECTION BRACING **
CM IS ALWAYS REWRED TO PREVENT TOPPLING AM
0040*0ING DURING ERECTIOIC, AND PERMANENT SPACING WKCH
MAY BE REOURED IN SPECWTC APPUCATTONS. SEE *CUlOE
TO FOR HANOLNG, WSTALLM RESTRANNG A
SRACKG OF METAL PLATE COWECTED WOOD TRUSSES RECOMMENDATI'
ONS' EICS 2OX) FOR
FURrKFR NFORMA-110N, TRUSSES SMALL BE
INSTALLED 94 A STRAIGHT AND PLUMS POSITION. IvHERE NO
SHEATHING IS APPLIED DIRECTLY TO TOP AND/OR SOTTOM
CHORDS, THEY SMALL BE BRACED AS SPEaFIED ON THE ENGWEERED
DE50C MISSES SHALL BE HANDLED W1r4 REASONABLE CAPE MANNG
ERECTO PREVENT DAMAGE OR PERSONAL INJURY. APPROVAL OF
THIS TRUSS
LAYOUT IS NECESSARY BEFORE FABRICATION CAN
BEGIN. VERIFY SPANS, PITCHES, OVERHANGS,
HEELS AND BEARING CONDITIONS. ACCEPTANCE
OF THIS LAYOUT ASSUMES TOTAL
RESPONSIBILITY. TRUSSES WILL BE BUILT
PER THIS LAYOUT, ROOF FLOOR TRUSS s
TRUSSES CCU -
SPA TRUSS CO.
407-321-1440 386-
872-5098 352-557-4901 LONGWOOD 1 ORMOND BEACH
I MASCO'I'TE lst FLOOR TRUSS LAYOUT
CUSTOMER DAVID WEEKLEY HOMES ADS
RAW 7497 — B
LOT 42
REAGAN POINTE
SCALE DATE - Il _MKR
111-16-17 rC;NH 18575
r% Product Approval Specification Form
Permit # 5 3 2
S AN' F 0 R 0
Project Location Address 4619 Eureka Lane Sanford, FL 32773
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend th
you contact your local product supplier should you not know the product approval number for any of th
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabUilding.org, I
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product Florida Approval #
Description (include decimal)
1. Exterior Doors
Swinging Plastpro Inc. 8'0 "Non -impact" Opaque FL# 15213.37
Fiberglass Single Door -
Inswing/Outswing (X -
Configuration)
Plastpro Inc, 8'0 "Non -impact" Glazed FL# 1521127
Fiberglass Single Door utilizing
Snap Frame" Glazing -
Inswing/Outswing (X -
Configuration)
Sliding
Sectional i Amarr Dwg. IRC-6016-120-15 10'Thru FL# 5302.10
16'wide.
Roll Up
Automatic
2. Windows
Single Hung Silver Line by Anderson Extruded Vinyl Single Hung FL# 19715
Window
Horizontal Slider
Casement
June 2014
double Fiun
Fixed Silver Line by Anderson Extruded PVC Picture Window FFL# 1491&2
w/mailing Fin
Silver Line by Anderson Extruded PVC Picture Window FL# 14918.8Ljkwm"n ----
Pass Through -- - —
Profited
Mullions--
Wind Breaker
Dual Action
Category / Subcategory Manufacturer --- Product Florida Approval
Description (including decimal)
3. Panel Walls
Siding i James Hardie Building HardiePlank, Cemplank fiber- FL# 13192.2 R3 —
Products, Inc,cement lap siding
Soffits - - James Hardie Building - HardieSoffit Panels, Cemsoffit FL# 13265.1 R-2
Products, Inc. Panels; fiber -cement soffit panels
Storefronts ' _ _--
Curtain Walls - -- - -- _
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other Aluminum Coils Inc. Aluminum Soffits FL 12194 R-2
4. oofin Products
Asphalt Shingles T(SAF Materials Corp Fiberglass reinforced 3-tab, FL# 10124-R15
laminated, 5-tab and hip/ridge
asphalt shingles
lJnderEayments Interwrap, Inc. Rhino Roof FL# 15216-R2
Roofing Fasteners
Nonstructural
Metal Roofin
Woad Shakes and --
Shin les
Roofing fines
Roofing_, --
Insulation
Waterproofing-—
Built up roofing
stem
Modified bitumen
Single Ply Roof
S styems
Roofin slate
lute 2014
Cements/
Adhesives /
Coatin
Liquid Applied
Roofing Stems
Roof Tile - -
adhesive_
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents Millennium Metals, Inc. MMI-2B Off Ridge Vent FL# 16568-R1
i
Category / Subcategory Manufacturer Product Florida Approval #
Description (include decimal)
5.Shutters _ --
Accordion
Bahama
Colonial
Roll up
Equipment
6. k 1i ts
7. Structural
mp®dents
Wood Connectors /
Anchors _
Truss Plates MiTek MT20 FL# 2197-R5
Engineered Lumber Guise Cascade Laminated Veneer Lumber FL# 1644-R4
Coolers/Freezers
Concrete Admixtures
Precast Lintels CAST-CRETE USA, Inc. 4, 6, 8, and 12 inch wide lintels FL# 158-R7
Insulation Forms
Plastics
Deck / RoofWall
Prefab Prefab Sheds_
8. New Exterior
nvelcape Products j
i
Applicant's Signature
Applicant's Name
Please Print)
June 2014
I
2/15/2017
rne -0rj 1" Jwf "Pt -Up"'s
Florida Building Code Online
sub"'t 5"C"alcic, siatf' & carts Putlfu"OtWs "a, Staff 8CIS Ste M".) U'K5 Search Product
Approval iUSER,
Pjbkc user L
I I Application Detail FL #
FL15213-R2 Application
Type Revision Code
Version 2014 Application
Status Approved Comments
Archived
Product
Manufacturer Address/
Phone/Entail Authorized
Signature Technical
Representative Address/
Phone/Email Quality
Assurance Representative Address/
Phone/Email Category
Subcategory
Compliance
Method Florida
Engineer or Architect Name who developed the
Evaluation Report Florida
License Quality
Assurance Entity Quality
Assurance Contract Expiration Date Validated
By Certificate
of Independence Plastpro
Inc, / Nanya Plastics Corp. 5200
W CENTURY BLVD. LOS
ANGELES, CA 90045 440)
969-9773 Ext 16 rickw@rwb1dgconsultants,
corn Vivian
Wright rickw@rwbldgconsultants.
com Scott
Johnson 5200
W Century Blvd, Los
Angeles, CA 90045 440)
969-9773 Ext 18 scott)
ohnson@plasrproinc,com Ron
O'Connell 5200
W Century Blvd, Los
Angeles, CA 90045 440)
969-9773 Ext 16 ronoconnell@piastpro.
com Exterior
Doors Swinging
Exterior Door Assemblies Evaluation
Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer Evaluation
Report - Hardcopy Received Lyndon
F. Schmidt, P.E. PE-
43409 National
Accreditation and Management Institute 12/
31/2018 Ryan
3, King, P.E. 11
Validation Checklist - Hardoopy Received EENDENCE -
Pdf Referenced
Standard and Year (of Standard) Standard Y9_0 r 101/
LS.2 1997 101/
1,5.2/NAFS 2002 AAMA/
W D M A/CSA 10 1 / 1, S. 2/A440 2005 ASTM
E 1386 2002 ASTM
E1996 2002 ASTM
E330 2002 TAS
201, 202, 203 1994 https.
11,,vww,floridabLildir,g.orglprlpr__,appjtl,aspx?param=wGEVXQwtDqv3yVVKJZlQRC3FgPGdq9zlTp%2bKNJ2OqENbwVVgY[C)naBQ%,3d%3d 1(5
2/15/2017 Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method I Option D
Date Submitted 0412812015
Date Validated 04/29/2015
Date Pending FBC Approval 05/07/2015
Date Approved 06/23/2015
Summary of Products
Go to Page Page 1 2
FL # Model, Number or Name Description
152111 a Smooth/Wood Gram/White Wood 6'8 "Impact" Opaque Fiberglass Single Door -
Grain/Rustic/Mahogany Series Inswing/ClUtSWing (X Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No EL151213 R2IEInsIt 1,52,3 t 12 jf Approved
for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact
Resistant: Yes Created by Independent Third Party: Yes Design
Pressure; N/A Evaluation Reports Other:
See INST 15213,1 for Design Pressure Ratings, any ELL 213 R2 At_E_val!5213 t_pdf additional
use limitations, installation instructions and product Created by Independent Third Party: Yes particulars.
15213.
2 b, Smooth/Wood Grain/White Wood 618 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/
Rustic/Mahogany Series utilizing "Snap Frame" Glazing Inswing/Outswing (OX or XO Fiberglass
Door Configurations) Limits
of Use Installation Instructions Approved
for use in HVHZ: No FLLS213 R2-1-, Inr 15213 2 d Approved
for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact
Resistant: Yes Created by Independent Third Party: Yes Design
Pressure: N ' /A Evaluation Reports Other:
See INST 15213.2 for Design Pressure Ratings, any El-115213 RLAL_Eyalj5213_2_p,,-lf additional
use limitations, installation instructions and product Created by Independent Third Party: Yes particulars,
152113
c. Smooth/Wood Grain/White Wood 68 "Impact" Opaque Fiberglass Single Door with Sidelites Grain/
Rustic/Mahogany Series utilizing "Snap Frame" Glazing - inswing/Outswing (OXO - Fiberglass
Door Configuration) Limits
of Use Installation Instructions Approved
for use in HVHZ: No fLL52,2 R2 ' Ind 15213,3 x1f Approved
for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact
Resistant: Yes Created by Independent Third Party: Yes Design
Pressure: N/A Evaluation Reports Other,
See INST 15213.3 for Design Pressure Ratings, any E1_115213 P2 AEE,.gi152133 -)df additional
use limitations, installation instructions and product Created by Independent Third Party: Yes particulars.
152114
d. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/
Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OX or XO Fiberglass
Door, Configurations) Limits
of Use Installation Instructions Approved
for use in HVHZ: No FL1521_3--R-Z L1 Ins' 152LLp L 4 f _-_ _ Approved for
use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P,E, 43409 Impact Resistant:
Yes Created by Independent Third Party: Yes Design Pressure:
N/A Evaluation Reports Other: See
INST 15213.4 for Design Pressure Ratings, any EU5213 tLiL_'__L211 4 pdf additional use
limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 15213,
5
e. Smooth/Wood Grain/White Wood 6'8 "Impact' Opaque Fiberglass Single Door with Sidelites Grain/Rustic/
Mahogany Series utilizing "Lip Lite" Glazing Inswing/Outswing (OXO Fiberglass Door
Configuration) Limits of
Use Installation Instructions Approved for
use in HVHZ: No1Z13 R2 ILln5l152 a -_2df https:,'/www.
flof idabLjilding.orgiprlpf-jpp__Otl-aspx?param=wGEVXQwtDqv3yVVKjZIQRC3FgPGdq9ziTp%2bKNJ2OqENbwWgYlOnaBQ%3d%3d 215
21152017 Florida Building Code Online
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 1520.5 for Design Pressure Ratings, any
additional use limitations, installation nstructions and product Created by Independent Third Party: Yes
particuiars,
15213,6 f. Smooth/Wood Grain/White Wood 6'8 "Irripact" Opaque Fiberglass Double Door
Gram/Rusnc/Mahogany Series Inswing/Outswing (XX - Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No LLSjj3 P2 H, , ISLL3_ di
Approved for use outside HVHZ: Yes Verified By, Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other; See INST 15M.6 for Design Pressure Ratings, any FL 15213 _&Z _Eyal L52 3 D of
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
152117 a, Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites
Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXXO
Fiberglass Door Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No 5213 R2 LI In, t 152r3 dif Approved
for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact
Resistant: Yes Created by Independent Third Party: Yes Design
Pressure. N/A Evaluation Reports Other:
See INST 15213,7 for Design Pressure Ratings, any ELL2_13R2 -\L Cal 2,fff additional
use limitations, installation instructions and product Created by Independent Third Party: Yes particulars.
15213.
8 h, Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door With Sidelites Grain/
Rustic/ Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OXXO - Fiberglass
Door Configuration) Limits
of Use Installation Instructions Approved
for use in HVHZ; No FL-15213 R2 H lns, 1521 .9. pd f Approved
for use outside HVHZ; Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact
Resistant; Yes Created by Independent Third Party: Yes Design
Pressure: N/A Evaluation Reports Other:
See INST 15213.8 for Design Pressure Ratings, any rl_12 Ll R ? A_L 131 1 5 <L3_8-r! t additional
use limitations, installation instructions and product Created by Independent Third Party: Yes particulars.
152119
i. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing Grain/
Rustic/Mahogany Series "Snap Frame" Glazing - Inswing/Outswing (X - Configuration) Fiberglass
Door Limits
of Use Installation Instructions Approved
for use in HVHZ: No FL I I _)211R'111 h:s' 1-521j_9_prif Approved
for use outside HVHZ; Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact
Resistant; No Created by Independent Third Party: Yes Design
Pressure: N/A Evaluation Reports Other:
See INST 15213.9 for Design Pressure Ratings, any L1, L5_? r a P2 AE _Fv3I 1,52 39 dt additional
use limitations, installation instructions and product Created by Independent Third Party: Yes particulars,
IS21110
j. Smooth/Wood Grain/White Wood 6'8 "Non -impact" Glazed Fiberglass Single Door with Sidelite Grain/
Rustic/Mahogany Series utilizing 'Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass
Door - Configurations) Limits
of Use Approved
for use in HVHZ: No Approved
for use outside HVHZ: Yes Impact
Resistant; No Design
Pressure: N/A Other;
See INST 15213.10 for Design Pressure Ratings, any additional
use [limitations, installation instructions and product particulars.
15213.
t] k. Smooth/Wood Grain/White Wood Grain/
Rustic/Mahogany Series Fiberglass
Door Limits
of Use Approved
for use in HVHZ: No Approved
for use outside HVHZ: Yes Impact
Resistant: No Design
Pressure. N/A Other:
See INST 15213, 11 for Design Pressure Ratings, any additional
use limitations, installation instructions and product particulars,
Installation
Instructions I
n 11? 3 10 )d f Verified
By: Lyndon F. Schmidt, P.E. 43409 Created
by Independent Third Party: Yes Evaluation
Reports 13
R2 \E twal I5qjj I) pelf Created
by Independent Third Party: Yes 6'
8 "Non -Impact" Glazed Fiberglass Single Door with Sidelites utilizing "
Snap Frame" Glazing - Inswing/Outswing (ORD Configuration)
Installation
Instructions FL-
152-3 R,2_11 Iri I! adf Verified
By: Lyndon F. Schmidt, P.E. 43409 Created
by Independent Third Party: Yes Evaluation
Reports FL1.
52113 P2 AE E-31 _15213 I' ogll Created
by Independent Third Party: Yes https:,'/
www.floridabuilding.orgtpr/pr_app__dkl,aspx?param=wGEVXQwtDqv3yV\/KJZlQRC3FgPGdq9z[Tp%2bKNJ2GqENbvrWqYlOnaBQ%3d°/fl3d 3/5
2/15/2017 Flianda Building Code Online,
15213. 12 j, Smooth/ei'ood Grainl/White Vi
Gram/Rustic/Mahogany Series N
Fiberglass Door
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ; Yes
Impact Resistant: No
Design Pressure: N/A
Other: See INST 15213.12 for Design Pressure Ratings, any
additional use limitations, installation instructions and product
par oculars.
15213.13 m, Smooth/Wood Grain/White Wood
Grain/Rustic/Mahogany Series N
Fiberglass Door
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: See INST 1521113 for Design Pressure Ratings, any
additional use limitations, installation instructions and product
particulars,
15213.14 n. Smooth/Wood Grain/White Wood
Grain/Rustic/Mahogany Series N
Fiberglass Door
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ; Yes
Impact Resistant: No
Design Pressure: N/A
Other: See INST 15213.14 for Design Pressure Ratings, any
additional use limitations, installation instructions and product
particulars,
6'8 'Non -Impact" Glazed Fiberglass double Door ritilizing
Snap Frame" Glazing - inswing/Outswing (XX
Configuration)
Installation Instructions
F! 152',3 Pi 11 ln3t 15713,12,x:f
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
F r- R AE Ev3i 1711,
Created by Independent Third Party: Yes
6'8 "Non -impact" Glazed Fiberglass Double Door with
Sidelites utilizing "Snap Frame" Glazing Inswing/Outswing
OXXO - Configuration)
Installation Instructions
FL15213 R1 11' Inst 1152-1-L11Dclf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party, Yes
Evaluation Reports
AE Ey2l 1--:', 13_13of Created
by Independent Third Party: Yes 6'
8 "Non -Impact" Glazed Fiberglass Single Door utilizing "Lip Lite'
Glazing - Inswing/Outswing (X - Configuration) Installation
Instructions FL152jj_
RZ_ 11 Inst 152t3 14 ndf Verified
By: Lyndon F. Schmidt, P.E. 43409 Created
by Independent Third Party: Yes Evaluation
Reports FL-
1 5_2 III R 2 AE C,, a 1 1 5 2 1,1,L4 -- c Created
by Independent Third Party: Yes 15213,
15 cr. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelite Grain/
Rustic/Mahogany Series N utilizing "Lip Lite" Glazing - Inswing/Outswing (OX or XO - Fiberglass
Door Config Lira ti ons) Limits
of Use Approved
for use in HVHZ: No Approved
for use outside HVHZ: Yes Impact
Resistant: No Design
Pressure: N/A Other:
See INST 15213,15 for Design Pressure Ratings, any additional
use limitations, installation instructions and product particulars,
Installation
Instructions ELjU13_
R__1jL Ins' L52_Q1 elf Verified
By: Lyndon F. Schmidt, P.E. 43409 Created
by Independent Third Party: Yes Evaluation
Reports EIL151
13 R? AE Eval 1521-3 15 L-11 Created
by independent Third Party: Yes 15213,
16 p. Smooth/Wood Grain/While Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelites Grain/
Rustic/Mahogany Series IN utilizing 'Lip Lite" Glazing - Inswing/Outswing (OXO - Fiberglass
Door Configuration) Limits
of Use Approved
for use in HVHZ; No Approved
for use outside HVHZ: Yes Impact
Resistant: No Design
Pressure: N/A Other:
See INST 15213.16 for Design Pressure Ratings, any additional
use limitations, installation instructions and product particulars.
15213.
17 q, Smooth Wood Crain White Wood Grain/
Rustic/Mahogany Series N Fiberglass
Door Limits
of Use Approved
for use in HVHZ: No Approved
for use outside HVHZ. Yes Impact
Resistant: No Design
Pressure: N/A Other-,
See INST 15213.17 for Design Pressure Ratings, any additional
use limitations, installation instructions and product particulars.
ISM.
L8 t% Smooth/Wood Grain White Wood Grain/
Rustic/Mahogany Series N Fiberglass
Door 91=
913071MM Installation
Instructions El
15 Za' Verified
By: Lyndon F. Schmidt, P.E. 43409 Created
by Independent Third Party: Yes Evaluation
Reports Fl_
15213 P2 AE Eval '52,L3_1,' _,? Created
by Independent Third Party: Yes 6'
8 "Non -Impact" Glazed F berglass Double Door utilizing "Lip Lite"
Glazing - Inswing/Outswing (XX - Configuration) Installation
Instructions H-
15" J__92 JL mqt 1521 '/ q_cff Verified
By: Lyndon F. Schmidt, P.E. 43409 Created
by Independent Third Party: Yes Evaluation
Reports FLI
5 2: 1 _-'_EI_A E foral 15 ---13— 1, 7 p d f Created
by Independent Third Party: Yes 6'
8 "Non -Impact" Glazed Fiberglass Double Door with Sidelites
utilizing "Lip Lite" Glazing Inswing/Outswing (OXXO Configuration)
Installation
Instructions littps:.
11www.noridabuilding.org(prlpr__appjtl.aspx?param=wGE\JXQwt[)qv3yVVKJZlQRC3FgPGdq9zlTp%2bKNJ2OqENbwWgYlOnaBQ%3d%3d 4/5
Florida Building Code Online
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure; N/A
Other: INST 15213,18 for Design pressure Ratings, ary
additional use limitations, installation instructions and product
particulars.
1521119 s. Smoom/Wood Grain/White Wood
Verified By: Lyndon F, Schmidt, P,E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
Created by Indereendent. Third Paity: Yes
810 ,impact" Opaque Fiberglass Single Door
Grain/Rustic/Mahogany Series N Inswing./CutswIng (X - Configuration,
Fiberglass Door
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: !NST 15213.19 for Design Pressure Ratings, any
additional use limitations, installation instructions and produc
particulars,
15213.20 t, Smooth/Wood Grain/White Wood
Grain/Rustic/Mahogany Series N
Fiberglass Door
Installation Instructions
F 1521', 19
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by independent Third Party: Yes
Evaluation Reports
5213 R2 AE Eva, 152 13, 2df
Created by Independent Third Party: Yes
8'0 "Impact" Opaque Fiberglass Single Door with Sidelite
utilizing "Snap Frame" Glazing - Inswing/Clutsysing (CiX or XO
Configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ: No 5 2_1 3 R 2 H 111—, - 2Ld -L--_S 5 Ltj_ _ f.
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistanti Yes Created by Independent Third Party: Yes
Design Pressure; N/A Evaluation Reports
Other: TNST 15213.20 for Design Pressure Ratings, any ELI.5 - If213R2AELLvol-1,22t3 20--d
additional use limitations, installation instructions and product Created by independent Third Party: Yes
particulars,
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o"t-t us :: n5C; lair Stone Road Tallahlss'^e yt 32 99 Phone.' S0-4£ i >=i
The State or Forldr, ss rm AAiEED eu,Ployo, Lo c',Ate SUrerrier, R2,f.,,d_S aiellFrj
i),,do, Florida [a,,, email accinesses are rct*c records. If you do not wane you, e—,ahl addressreleasedin response to a public -records equest. as, oar send electronic mail
to this entity. Instead, contact the office by phone or by traditional ncaiL ff you have any questions, please comil't mPdiscuiht to section 4, '
s 275( 11), Florida statutes, eirectre Qotober 1, 2012, licensees licensed under charnel 45S, F.S. Most Provide the Department with an email address if They nave one.
The emads provided may he used for official cord—lacatiorl with the Hi:eaeve, email addresses are public record. if you do not vaish to supply a personal
address, please prey de the Department will, an email address ,h,011 can be made a,pumle. to the public, To determine if you are a licensee order Chapter 455,
F.S., please click here , Product
Approval Accepts: Ed
M redl,
Carc Safe
https,,'
Iw,vv,w.floridabuilding-org/pr/pr__appjtl,aspx?parat-n=wGEVXQwtDqv3yVVKJZ1QRC3FgPGdq9zITp"/o2bKNJ2OqENbwVVgY10naBQ`/`3d`/`3d 5/5
plastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
Smooth / Wood Grain / White Wood Grain
Rustic / Mahogany
Series N Fiberglass Door
INSWING / OUTSWING
NON -IMPACT"
GENERAL NDIES
f , This product hcs been evaluated and is in compliance with the 5th Edition
f2C 14) Honda 80foing Code iF8C) s"ructural reclutenrents excluding the "High
Velocity Hil-ricane Zone" (HVHZ).
2, Product anchors slx ll be astisfed and spaced os shown on details. Anchor
embectnent to base material shall be beyond wolf dressing or stucco.
3, sl,hen used in ovens requiring wind borne debris toolection this product is
required to be. protected with an impact resistant covering that complies
with Section 1609.1.2 of the F8C.
4. For 2x stud frorning construction, anchoring of fficse units shall be the sortie
as that shorn r for 2x buck musutriy construction.
5. Site conditions that deviate from the details of this drawing require further
engineening onotyss by a licensed errglneer or registered ufchrect.
37.Yr MAX. OVERALL
FRAME WIDTH
Z
tit
6
zo
MAX. DESIGN PRESSURE (PSF)
FRAME
POSITIVE NEGATIVESWINGDIMENSION IL_05101112
INSWING 37.5Cr x 97.50r 75.0 -75,0
v JK
OUTSWING 37.50'x 96.5T 75.0 -75.0 LFS
FL- 15213.3%
1 err 7
INJERIOR
HORIZONTAL CROSS SECTION
35,75'MAX,
Door"
PANEL MOM
LVL
BOTTOM RAIL
rvc comp.
146 POOR PANEL
IUN Gf STILE
7)-LVL ---
INTERIOR E - XTERIOR
luall
2:)-YERTICAL CROSS SECTION
zJ
TIEl D149 V LL ay
JK x
By 15213,
37 m
2 o4 7
2 E-k/k'h, N, `
at
i 21 (C Uis A
f titt{ d d
INTERIOR ltt
n ;
fe3v. EXTEFelRIOR 27OG
C v,
E cn
HoatZQNTAg CR-OSS_SECTI-ON 3 w ;
II 4 _
Y. ro.,
3 StrownwJlX.sub-buck
a cs
M6t dFMB. (iYF) ' .-I C,l - 1-i(4"Mf6d-
I
C`SMlK
C ('iYP.j (TYP.) t r
v m (unE!
r
Y
7(
7),
t 1 GY1 C
i 4Ef) INTMOR INTERIOR .
1
EXTERIOR EXTERIORT
Oil, C s W-- in
EHCiRL ttlAI CR®SS SECTION / 2 NC1R(ZCINTAL CRCySS SECtEC7N m « e
h
3 Outssrnng shown - irrswtng 3 (C3uf5vnn sh:x+n - trnwvi —
01500G ov d % 9 J c11 .37
also aKsproved _ _ _. _
sKEET 3 or 7 "
E)
nT-
C4
C21)
EXTERIOR Jj INTERIOR
4 f Outwg shown - inswhg
also uppfcved
EXTERIOR INTERIOR
C7
CE)
VERTICAL CROSS SECTION
0
EXTERIOR NTERIO-R
VERTICAL CROSS SECTION
T, 0 w —r— I € x Tu 6 --6i k— — - - — - - -
ExTERIOR INTERIOR
VERTICAL CROSS SECTION
11:4(7Z--g C-11,19-11-11
A.
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6
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4E N. F S.
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Ft - 152 1 -13 7
4"
MASONRY
OPENING
4qqNAKHQR!yq
LNQPiL!fr?,N ql-tQ R, NO kE,
I. Cot,rrefa anchor locations at the corners moybe? actiusted torroinfoin the njin,
dntence to'rxxtc'rpktis'
2. Concwonrhor locottons notpdos "MAX, 0NCFNTfR"rcUSf be adjusted to motntofn
the min. edge distance to moitarjoirtfs, additional concrete anchors oroy
toe required to amuro fhe 'MAX, ON CCNIER'dlruenslon are not exceeded, 1 (.'
Onc'era anchor fobte: ANCHOR
ANCHOR MIN. MIN. CLEARANCE MfN. CLEARANCE TYPE
WE EMBEDMENT TO
MASONRY 70 ADJACENT t1w
TAPCON'
ELCO
UORACONz
1/
4 1/
4" 1-
1/4" T' 4" 4
i.
ai,*)ton a fninimum 5/6" eage J,'tonce' I" end distance. & 1 0,". spocing of Wood
screws to rNOve'll' the SpUffing of wood. HINGE
JAMB MASONRY
OPENING
2X
BUC FRAME
ANCHORING musonty'_
2'_X b'o'c' _k c -an s—I w, c- —ti a n'- A,
A
c z
6 z
co
c 21
z
IoKjham" lhY\ I
S-
TR1f.K_E JAMS 27)
LATCH 9LDEADBqLT
DETAIL N. f
S, UK Eff
in7 152
t337
MASONRY
OPENING
FRAME
LATICH AXA-PLO—LTDRALL
C_-)NCSETC A N;;ifqR NO
J CNII,n,fel alllttl k-.t;c., W thv+Ccnk6R ta.V b, .0tuaf.a to 1—hatn the lYVr,
on, ' d,00—a lu I—Iful pi,IN
2, comlato tjtche,,l t,, ., MAX ON CEMER"muhl bdjnsfod to matnfolrr
h f Ilm eYdg. dd-- f—,Nd-paft. ddijtanaj cant. -h— may b--
ji--d fu efaw, ute MAR. ON CENAFR'dalansgun art not exceeded, 3 CN—
nvl. —ch. toill" ANCH OR
TYPE ANCH01?
SIZE
MIN.
WIN.
CLEARANCE A EMBEDMENr '
0MSONRYEDGE MtN.
CRWANCT
10 ADJACENT
ANCHOR TW
TA
CN"' UtFICC, VA!,
1, 1/4" 1 TAFCON' KINIIYUI
tS
1, okmkoh,
a miM"ctn-, 5/8'edge 6un"., 1'endi def—c". & P.- sf—ing of to the
splt ffing at wood. L&AME
AtLC_qQRINg___,_ MasonryIX
buck constfuclion ko 0
z
W o
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OCi
JK a
11
LFS aYnH4 wo
Fl- - 1521J.-
3l a EVT 6
oF 7
V
A*
Z6
4W
1 2,44"
HEAD 6 SIDE
cw
L&IJ
30AMUQASWEMMSMNG THRESHOLD3
4,56"
own
C I OUTS -WfN G AYMM t, iftLES-ko- -Lo
PLOT PLAN ca
LEGAL DESCRIPTION:
LOT 42, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK
81, PAGES 45 THROUGH 52, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
FLOOD INFORMATION:
BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV,
fTHEPROPERTYAPPEARSTOBELOCATEDINZONEX. THIS PROPERTY WAS FOUND IN CITY OF
SANFORD, COMMUNITY NUMBER 120294, DATED 09/28/2007.
CERTIFIEDTO:
t,
A"; `
DAVID WEEKLEY HOMES1ti t 1,,r} c 619
EUREKA LANE, SANFORD, FLORIDA 32773 N
W
E U
e
IS
C,
48.
7' 9fTj h°v
a
11
o
O
90
00
0g`
4 G' .... a \ \
o,
4 ^
o r A °-
o
Q° cp- Ci- a
15' ®
Q c
01 ° \
a°s ` S pal t
t
v ` : 0 a,;,
k t construct single it t with
setbacks and impervious area f
Shawn on plan. t
4619
EUREKA LANE <01 \ \ Sanford,
FL 32773 Area
Calculations Total
Lot Area= 2,040 sq ft (100%) Impervious
Area= 1,199 sq ft (59%) Pervious
Area= 841 sq ft (41 %) Revision: Removed Concrete Pad & Updated impervious Calculations - 1/23/18 - RPS Elevations
are based on civil
grading plans. Graphic Scale Louis
Type "B MOD" Grading Plan7 ae= Proposed Elevation 10' 2 ' ao' This
is NOT a Boundary Survey Scale: 1"=24' Dotuaftminell
by: Field
mate: 1111712017 Date Completed: 1 /23/2018 NOTES- I hereby Certify that loos Boundary survey of the above Described ProAarly is Su
ey i Ci- .d upon the Legal Des --ion S r Ail d by Client Truo and Correct to the Best of any Knowledge and Belief as recently Surveyed Drawn
By: D, C, FEI@ Number:l$_4.21(Q4 Pja >Abt tong Propene,needs hays+NOT beenRA-11hsd far Gam, gvedaps and/.,Hiatus. under my Direction on the Date Shown, Based on Information furnished to Me Subject
to any Eavomont, and/ Ry,nieoon, m Record. as Noted and Conforms to the Standards of Practice for Land Surveyint Legend- ,13—ing
basis sho he m, o AS d and Based upon Denoted wit h a'13V in the State of Florida in accordance with Chapter 5J-17.052 Florida C - Calculated PC -
Point of Curvature >fl Id n Tie -t,, NOT to be used to reconstruct Pro Administrative Codes. Pursuant t died 472 27 Florida Statutes. Centerline g Property
Lines.
R Concrete Block Fa -
Pout of Intersection >Fe <e0 e
ship NOT dater n ed. ,<<z1CKFleVc< Roof O e
l angs U derground Ut i ties and/or Footers have NOT moo, located UNLESS 4' EC ar'Y CM -Concrete MonumentP.O.B. Point of B innin fo F" Cono. - Concrete
Beginning .
the se
noted. G P.O.L.
PowerPli, ,Sept, Tanks and/
or Dr rea,ld Ic tionsarea No C.i FOR D -Description
PP -
Power Pol® pProx mate and MUST be verified by sTAq THE DE - Drainage Easement
PRM - Permanent Reference appropriate dolly location Companies. FIRM Esent. -Easement Monument=
UseofTn"s5urveyfarPurposesothe than4nrended W(tho tw.-ttenvenfkcatton,6Ytllbe Patrick K. lrelan .-Nornop,,Ga ¢'6637 LB 7623 FE-M-A--
Federal Emergency PT -Point of Tangency at the User`s Sole Risk and Withot!-ablity to the Surveyor. Nothing Hereon shall be Management Agency 9
Y This
Survey is intender M. -Y fprE use bo Said Certified
Parties.
9 Y R -
Radius Construed to give ANY Rights or Benefits to Anyone Other than those Certified TI115 $U[V8 NOT VALID UN L and En1DOSSed With Surveyors Seal. FFE - Finished FloorElevationRod &C -Radial -POINTS .
Found
Hoc -
Rebar &capIreland
s
i
i Inc IP - Iran PipeRae- -Recovered PROPOSED DRIVEWAY AND SIpEWALK CRASS EASEMENTS L - Length (Arc)
Rfd. - Roofed M - Measured Set -
Set %" Rebar & N&D - Nal &
Disk Robot Cap "LB 7623' 1301 S. International Parkway Suite 2001 N R Noi,-
Radial Typ. -Typical Lake Ma Florida
32746 ORB - Official NeedsBookUE - Utility Easement Mary, P - Plat WM -
Water Meter www,irelandsurveying.com P B Plat
Book C- Delta (Central
Angle)
Office-407.678.
3366 Fax-407.320.8165 -- -Wood Fear,* -0e - -Chain LinkFence