HomeMy WebLinkAbout4630 Socrates Way 18-533; NEW SFHCOUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100000
BUILDING APPLICATION #: 18-10000063
BUILDING PERMIT NUMBER: 18-10000063
l 53
DATE: January 25, 2018
UNIT ADDRESS: Socrates Way 4630 22-20-30-520-0000-0440
TRAFFIC ZOPJURISDICTION: TW:
SEC: TWPRNG: SUF: PARCEL: cL SUBDIVISION: TRACT:
T PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME:
ADDRESS: APPLICANT
NAME:
David Weekley Homes ADDRESS: 1111
N. Post Oak Road HOUSTON TX 77055 LAND USE:
Reagan Point TYPE USE:
WORK DESCRIPTION:
CITY-SANFORD SPECIAL NOTES:
4630 Socrates Way Reagan Point Lot 44 SFR Detached
FEE BENEFIT
RATE UNIT CALC UNIT TOTAL DUE TYPE DIST
SCHED RATE UNITS TYPE ROADS-ARTERIALS
CO -WIDE ORD Single Family
ROADS -COLLECTORS
Hou ing
N A
705.00
1.000 dwl unit 705.00 Housing 00
1.000 dwl unit 00 FIREngRESCUEmily LIBRARYCO -
WIDE ORD 00 Single
Family
SCHOOLS Housing
54.
00 1.000 dwl unit 54.00 Family CO -
WIDE
ORD Housing 5,
000.00 1.000 dwl unit 5,000.00 PARKS NA
LAW ENFORCE
N/A 00 DRAINAGE
N/
A 00 00
AMOUNT
DUE
5,759.00 SEMINOLEACOUNTYY ROAD,
E ADVISED
THAT LIBRARYNT OF AND/OREES
DUE EDUCATIONALR THEISSUANCE OF
A BUILDING PERRMMIT. 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 DATE ABOVE BUT NO LATER THAN CERTIFICATE OF
OCCUPARY 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
BUSINESS 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 L 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IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN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 FROM THE DATE ABOVE
Nv w
UV
Z 3 201 CITY OF SANFORD
ti cI BUILDING & FIRE PREVENTION
F D
BY: PERMIT APPLICATION
Application No: I
Documented Construction Value: S f6 Z 16 N1 sO
T—
Job Address: Historic District: Yes No06
Parcel ID: 3 Residential [V Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: p !Sl cu-itr— WyA(I c,24ff 1.sc F .
Plan Review Contact Person: *'TaiAC1Title: flTCQ Phone:
UO-) • BIOS• IB20'8 Fax: Email'" ( kC-i 1L.001%4 Property
Owner Information Name
CNO — .-,4N . L C, 7FAf "4 Phone: —113 '3110-33UG Street:
114 I-1, MT- CSlf _21nn Resident of property? City, State
Zip: MINS1, UyA, "7- mz Contractor Information
Name 1)
tiFFlr Phone: /407- `Atom-$2L7L7 Street: Z2,;
F;' IN . WMTHCEIM1Y1UE 0'E;?000 Fax: City, State
Zip: CSL.ILI 542RAL, FL 32-11 State License No.: C.(1U'614 aR 1 Architect/Engineer
Information Name: 1
4) TVI C0i sF&\tT 1NL-t Phone: Q(n-l0?i- tQ 1-1 Street: LlY,
2p:; eAQa7z>Jc,3 n-FF1'-11?1\ Fax: iA0-1 (.9A -19?0 City, St, Zip:
C.ar f•-tAa r _ 3"L-N _e E-mail: AN11LA Htlt4rrx L6H Bonding Company: Address:
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 performed to meet standards of all laws regulating construction in this jurisdiction.
I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters,
tanks, and air conditioners, etc. 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 Revised: lung 30.
201S Permit Application
OTICE: In addition to the requireerects of tlt:s permit, then may be additiuna! ccsxictions applicable to Ws properly that may be
found in the public records of this county, and there may be additions' permits rcgrdred from other governmental entities such as water
naragerrent disticts, state agencies, or federal agencies.
Acceptance e: permit is verification that I will rode/ 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 actua: oonmuction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordant: with local ordinance. Should calculated charge; figured off Che executed contract exceed the actual construction value,
credit will be applied to your permit fens when the permit is Weed.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information Is accurate and that all work win
be done In compliance with all applicable laws regulating construction and zoning.
Sigtlian of 0AS t Dn Si aturo o: C cm Dntu
RACMEL BLACKWELL
Notary Public - Stale of Florida
My Comm. Expires Jan 12.2018
Commission # FF 062350
Me or
Type of ID Produced
Notary Public - State of Florida
My Comm. Expires Jan 12. 2016
Commission # FF 0¢2350
nr• is Personat1v Cao to Me or
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building [5 Elect; ical Q Mechanical® Plumbing@ Gas Roof
Construction Type: Occupancy Use: R3 Flood Zone: X"5 tt--E
Total Sq Ft of Bldg: Mitt. Occupancy Load: 1 —# of Stories: 2-
New Construction: Electric - # of Amps 1$0 Plumbing - # of Fixtures %%
Fire Sprinkler Permit: Yes No [ # of Heads Fire Alarm Permit: Yes Nz o Q
APPROVALS: ZONLV 1ek1TILrriES: WASTE WATER:
ENG th'E pow: OA-1t i Z'S ^1$
FIRE: BUILDING: 4F Z • 2- 1- t%
COMMENTS: Ok to construct single family home
with setbacks and impervious area
shown on plan.
Revised: lure 30. 201S Permit Appkation
City of Sanford
Planning and Development Services
Engineering — Floodplain Management
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: 4630 Socrates Way
Property Owner: CND- Reagan, LLC (Texas LLC)
Parcel identification Number: 22-20-30-520-0000-0440
Phone Number: 713.316.3365 Email:
The reason for the flood plain determination is:
Q New structure Existing Structure (pre-2007 FIRM adoption)
Expansion/Addition Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360)
OFPICI L SE ONLY
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:
The parcel is in the: floodplain floodway
A portion of the parcel is in the: floodplain floodway
The parcel is not in the: M floodplain floodway
The structure is in the: floodplain floodway
The structure is not in the: floodplain floodway
If the subject property is determined to be flood zone 'A', the best available information used to
determine the base flood elevation is:
BP# 18-533
Reviewed by: Michael Cash, CFM Date: January 25, 2018
Application for Paved Driveway, Sidewalk or
Walkway Including Right -of -Way Use & R%'04Landscaping in Right -of -Way
w'r's"aerv&aey 0epartment of Planning 6 Oevelopment Services
300 North Park Avenue, Sanford. Flarda 32771
Phons:407.088.5140 Fax:407.888.5141
This perm, authorizes walk to bo done on the subject property or In tie City of Sanford's right-cf way In accordance with the
Cltya regulations and the attached construction plans approved es par of this penm.'t The pour* is required for drveway or s
sidawalk con3euctlon over 100 square feel of ccnerele or other material an the subject pa:eel and! or any construction of a
driveway. walkway or landscape Improvements within the city righwf way. It does not approve any work within any other '
ludadiclon's rght-of-way. AI requeoted Informat!on below as well as a current survey. slta pion or plot Geary Identifying the rtwvsens0olav,
size and loestlon of the existing doht-4f-way and use shall be oraAded or aoalication could be delsved. CaUeuar•auen
This application Is submitt d by:
PreperlyCasenar:
Signature: fli Print Name: tktffi td
Address: S. DA& su;Q--' u
Phone: %4 - WCA-}00 Fax: Emalt b l& 1e utEL4tIIt Date: IL 72Z Il
Maintenance Responsibilldos/indemnification
Taw Requester, and his successor and assigns, small be responsible (crperpetual maintenance of the !mprovemert instated under thls Agreement- Thia
shall include maintenance of the Impmvemanl ar:d unpavod portion of rfghlof-vay adjacent anemia Raquester may, with written City authonzatbn,
remove said InsWatbMmpraremont tufty rastaft 111e right-of-way to Its previous condition. In the event (hat any Rrtura ocnstrucuoti of madways,
ulGitles, starnlvreter Ied60as, er any general moWenance acti%r los by the City becomes in con'tol with the above permitted activity, the permittee shall
remove. relocate and/or repair as neceaeary at no cost to the City of tlantord 'nsoler as such faclitles are in the pubic right -of --war. I f the Requestor aoea
not canunrausN maintain the hnprovemenl and area n accordance wf:fn previously stated criteria, or eomplatey restore the rbht-of way to Its previous
condition, the City shaft, star appropriate notes, restcm Ups area to 113 Nrovbus condition at the Requestore expeaso M4. If secessory. Me a Wn an the
Raquestors propeny to roeover mats of restorable.
To ;te fullest extant parnilled by law, Requester agrees to defend. Indemnify. and hold harmless Ito City, Its oowlc'I!rsene, agents, servants, or employ-
ees (appointed, elected, or hired m and agelnst any and slit l abilities. Cm alms, penalties, daands, su4 patgmenta, losses, expenses, damages (direct, Indirect
or consequential), at irlfrom of
arty
nature whatsoever to person or property, and the orate and expenses Incident thereto (incw6rtg costs or dotonse, ttottement,
and masonacle attomayb Ibas up to and Including an aapear, resulting In any fashion from or eiaing directly or Mracty out of or conneo;od
with ;he use of one City s rightol-way. I have
d and and rs an the above statement and by signing this application I agree to its terms. Slgraturs: IVZ
Data This permit
shall be posted on the site during construction. Please tail
407.680.6060 24 hours In advance to schedule a pro -pour Inspection. Pwour Inspection
by: Official Use
Only Application No.
Fee: Revtowed: Publle
Worts
unstles Approved:
Ertgtneerrirg
Site
Inspected
by: Special Pemti!
Condtions: Date: Date:
Date:
Oato:
Date.•
lt-
25'1$ Date: taa
onvannm
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: l $
l hereby name and appoint:
an agent of: hadlo(A' et' et
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 (check only one option):
The specific permit and application for work located at:
U UW l&-)1AA1
SUW Addrm) '
1
Expiration Date for This Limited Power of Attorney: .} / ZJ
License Holder Name: hL tom(
State License Number: C 1 t! . I C ']
Signature of License Holder:
STATE OF FLWD A
COUNTY OF S.Qj'n
The foregoing instrume w s•a kno led ed before me this •day of
20t _, by -1 'e who is ersonally known
to me or o who has produced as
identification and who did (did not) ake an oa 1
7"
Notary Seal)
RACHEL BLACKWELL
Notary Public - Slate of Florida
y My Comm. Expires Jan 12.2018
Commission # FF 0623SO
Rev. 08.12)
C LGGiti
or type name
Notary Public - State of _
Commission No.
My Commission Expires:
REQUEST FOR TUG & PRE POWER AGR-EEMENrT
ALI, RESIDENTL41 PROPERTIES
Altamonte Springs, Casselberty, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Date: LZ2/ ( 8
Project Name j& V&F) Project Address: OlD V sbe. owl
Building Permit A Electrical Permit #
1
fn consideration for authorizing the appropriate utility company to energize the facility, we agree with and
understand the following:
1. This Tug/Pre-power application Is valid only for ona-and two -fatally dwellings.
2. The facility will not be occupied until a certificate of occupancy has been issued.
3. ff the jurisdiction hereafter finds that the faehllty has been occupied before a certificate of occupancy has
been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service
without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the
jurisdiction will not be responsible for any damages or costs which may result from the exercise of such
right. Also, In the event any third party claims damages from the exercise of such right, we agree to Jointly
and Individually indemnify and hold harmless the jurisdiction from all such damages and costs, including
attorney's fees.
4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring In the
area designated for pre -power shall be complete and In safe order. All electrical services associated with the
area will be 100% complete unless specifically approved by the electrical inspector.
S. Interior electrical rooms shell be lockable, If electrical panels are In as area that cannot be locked by doors, the panels shall be equipped with a loc)dng mechanism (approved by the AHJ). The licensed electrical
contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent
energizing circuits other than those that are safe.
6. This TUG/Pre-power approval is valid for a maximum of 180 days Flom date of approval.
7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power.
8. TUG approval is for service and outside GFCI outlets only.
9. Check with the local Jurisdiction for fees associated with tugs.
Bouei buffoe
Print Name of0 ner/Tenant
plwr/1 7,
gnu o Owner/Tenant
JURISDICTION(EWLOYEE NAME:
JURISDICTION:
Print N me of Gen. Contractor
SignetyA of Gen. Uontracior
CC -,151a3g1
Gen. Contractor License #
dlaa«; La 111 e
Print Name of E Contractor
Si ature of El. Contractor
N5C 0o0,Qq Qw
E1..Contractor License
CALLED INTO; a Progress Energy a Florida Power and Light on / 1
Rev. 02/10/1 S)
Prepared by and Retttrn to:
JOHN KINGMAN KEATING
Town Square Title, Ltd.
250 E. Colonial Dr., Ste. 301
Orlando, Florida 32801
Telephone: 407-422-2234
WE18003
eecowrta oaoaMeroMAaovx nos ura
CORRECTIVE NOTICE OF COMMENCEMENT
THIS NOC 1S BEING RE -RECORDED TO CORRECT THE ADDRESS 1N THAT ORIGINAL NOC RECORDED IN OR
BOOK 9066, PAGE 0526, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
Permit Number: Tax Folio Number: 22-20-30-520-0000.0440
STATE OF FLOREDA
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 44, Reagan Pointe, according to the map or plat thereof, as recorded in Pla
Book 81, Page(s) 45 through 52, Inclusive, of the Public Records of Seminole County, Florida.
Property Address: 4630 Socrates Way, Sanford Florida 32773
General Description of Improvement: Construction of single-family residence and applicable associated improvements.
3. Owner/Lessee: (a) Name and Address: Weekley Homes, LLC, a Delaware limited liability company 1111 N. Post
Pak Road Houston, Texas 7705S (b) Interest in Property: Fee simple (c) Fee Simple Owner (if different than 4(a)):
Isa—me
ecdon
ntractor's: (a) Name and address: Weekley Homes, LLC, a Delaware limited liability company 223 S.
monte Drive, Suite 2000, Altamonte rin Florida 32714 Phone Number: (407) 86S-9992
rety (if applicable, a copy of the payment bond is attached): (a) Name and Address: N/A (b) Phone Number: N/A
mount of Bond: N/A
ader: (a Name and Address: N/A; ) Phone Number N/A
rsons within the State of Florida designated by Owner upon whom notices or other documents may be served as
ded b Section 713.13(1)(a)7, Florida Statures : (a) Name and Address: N/A (b) Phone Number N/A
addition so Owner, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided
713.13 t ), Florida Starves: a) Name and Address: N/A; (b Phone Number N/A
piration date of Notice of Commencement (the expiration date may not be before the completion of construction and
payment to the Contractor, but will be 1 year from the date of recording unless a different date is specified:
WAncnlvtU Iv VWNEW ANY rwTMEN11 MADE BY THE OWNER AFTER THE EXPIRATION OF THE
NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART
1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT 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,) declare that 1 have read the foregoing
and that the facts stated are true to the best of my knowledge and belief.
OWNER
Weekley lrmes, LLC a aware limited liability
company
as Authorized 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 aforesatd,
that at the execution of this instrument on the date sat forth below, Kenneth L. Schlia personally appeared before me as Authorized
Agent of Weekley Horses, LLC a Delaware limited liability company and executed or acknowledged histher/their previous execution of
this intuument. I FURTHER CERTIFY, that L. Schlitt, is/are the same person(s) either executing or
acknowledging ex the foregoing instrument beta t personally know him/her/them OR _ I have satisfactory evidence
of same based a Florida driver's license or Other idenoiication:
WITNESS official in the State and County aforesaid this 14th day of February, 2018.
Smog, ,
aCe wry li M SM MMEMmT mmq : t omn&" ll GG 123703
EWy September S.2021
or nose pdAtwtM r tmn's'Ma'
GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL
CLERK'S # 2018017525 SK 9076 Pg 1146: (1pg) E-RECORDED 02/14/2018 01:24:52 PM
10.00
REQUIRED INSPECTION SEQUENCE
DAVID WEEKLEY HOMES SFR-STEMWALL
Permit # i R- S 33
BUILDING PERMIT
Min Max Inspection Description
10 Footer
20 Stemwall
30 Form board / Foundation Survey
30 Slab / Mono Slab Pre our
40 Lintel / Tie Beam / Fill / Down Cell
50 Sheathing — Walls
50 Sheathing — Roof
60 70 Final Window
60 Roof Dry In
60 80 Lath Inspection
70 Frame
70 1000 Final Roof
80 Insulation Rough In
80 1000 Final Stucco / Siding
90 Drywall / Sheetrock
90 1000 Insulation Final
1000 Final Single Family Residence
Address: ..jn-,i
ELECTRICAL PERMIT
Min Max Inspection Description
10 Underground Electric
10 Footer / Slab Steel Bond
20 30 Temporary Underground Power (TUG)
30 Electric Rough
1000 Electric Final
P. bM'hlNG PERMIT
Min Max Inspection Description
10 Plumbing Underground
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
MECHANICAL PERMIT
Min Max Inspection Description
10 Mechanical Rough
1000 Mechanical Final
REVISED: June 2014
r
Oft
ifCITY
Of .
SANFoRn
FIRE DEPARTMENT
Builcling & Fire Prevention Division
PERMI T APPLICA TION
Application No: % 0 `5 33
Documented Construction Value: S 6500
Job Address: 4630 SOCRATES WAY Historic District: Yes[]Noll
Parcel ID: Residential2 Commercial
Type of Work: Ne'...9 Addition Alteration Repair Demo[] Change of Use[] Move
Description of Work: NEW SINGLE FAMILY HOME CONSTRUCTION
Plan Review Contact Person:
Phone: Fax:
Title:
Email:
Property Owner Information
N .,m, DAVID WEEKLEY HOMES
Street: 1111 North Post Oak Road
City, State Zip: Houston, TX, 77055
Name SPEGAL PLUMBING, LLC
Street: 1767 BENBOW COURT
Phone: (713) 963-0500
Resident of property" :
Contractor Information
City, State Zip: APOPKA, FLA, 32703
Phone: 321-256-1234
Fax:
State License No.: CFC1428683
Architect/Engineer Information
Name: Phone:
Street:
City, St, Zip:
Bonding Company:
Fax:
E-mail:
Mortgage Lender:
Address: 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. 1 certify that no work or installation has
commenced prior to die issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells. pools,
furnaces, boilers. heaters, tanks, and air conditioners, etc.
FBC 1053 Shalt he Inscribed %Ath the date of application and the code in effect as of that date: 6t° Edition (2017) Florida Building Code
6M
Revised: January I.2018 Peamii Applicalinn
NOTICE: lit 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 requiredinordertocalculateaplanreviewchargeandwillheconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal.
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 pcnnit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
signature or0wowoMrcnt Date Signaiurc of Crnt rrctur/Agcnt pate
f IUh
Print Owner/AgenCs name Print Conroe
signatum of Notary -state of Florida Dote
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
3-otu-
signature of Nota :S tc
CARMEN GUZMAN
Notary publle • State of Florida
Commission • FF 934467
f • '
S. 2 My Comm. Expires NovNor 8019ssn. National Noury Aa,;,;,•
C _
Bonded ttuoullb
a n wn to Me or
Produced ID Type of iD
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building E•lectrical Mechanical PlutnbingV Gas Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures 14
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING:
COMMENTS:
Revisal: January I.:018
Permit Application
CITY OF—SANFORD
BUILDING' & FIRE PREVENTION
PERMIT APPLICATION
i.
Application No: Ae s" 3 3
Documented Construction Value: $
Job Address: 7 G -362 Joc/'G Historic District: Yes No
Parcel ID: Residential Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: Co/Y1,Q t I mac, O/ '/l//, 4/
Plan Review Contact Person: Title:
Phone:
Name
Street:
City, State Zip:
Fax: Email:
Property Owner Information
Phone:
Resident of property? :
Contractor Information
Name S , l / / 'r i L Phone: 3 ' %;7 71
Street: 2 r11V Fax: %y ;1 _:1 ZIP"
City, State Zip: A,'55iez21»/'i 'Z Y, G State License No.:
Architect/Engineer 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 performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51^ Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee 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 that all work will
be done in compliance with all applicable laws regulating construction and oning.
Signature of Owner/Agent Date Sign ure of Con ctor/Agent D e
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Print Cot for/Agent's Name
Cignature of Notary-S to of Florida Date
CHAD W COWDERY
MY COMMISSION # FF985918
rV EXPIRES April 25.2020
t.oi ioeata r .nou sanko.aom
Contrac or gent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof
Construction Type: Occupancy Use: Flood Zone: -
Total Sq Ft of Bldg: Min. Occupancy Load: of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures,
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
COMMENTS:
UTILITIES:
ENGINEERING: FIRE:
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
Revised: June 30, 2015 Permit Application
CITY OF SANFORD
v , BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 0 -
Documented Construction Value:
Job Address: Historic District: Yes Nog
Parcel ID: ResidentiaQ Commercial L.
Type of Work: New Addition Alteration ElRepair ElDemo Change of Use 4 Move El
Description of Work:71'0, • 11 Cc,,,IT -. (QL 1 J; ii1. .r- liJe k-
Plan Review Contact Person: Title:
Phone: `iUl -5$5 300 Fax:Ol-33-385.3 Email: InVG
Property Owner Information
Name Phone:
Street: 0702rJ • - Resident of property? : 1.
r.'•' . 11;;'
City, State Zip: Irk-
1 ^ ! ''
Cno. rifra'cior Information
Name 1-f't _ _
G _
t't .:' Phone: `--l - is - Soo
Street: 3C. TSLO Fax: 0 - 53
City, State Zip: r1 State License No.: O
Architect/Engineer Information
Name. Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: Mortgage Lender:
Address: 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 performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: SO Edition (2014) Florida Building Code
Revised: June 30. 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee 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 iat work will
be done in compliance with all applicable laws regulating construction and zo ' g.
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
LH-q1t l S
Sigry t(n ofContntctor/Agent Bate i
I'Lipt Contractor/A ent's Name.&
LAX ... - T O
Signature of Florida I date
CHERYL D AKERS
MY COM
EXPIEIS June 05, 2020
Owner/Agent is Personally Known to Me or Contractor/Agent is _!Personally Known to Me or
Produced ID Type of ID Produced ID' Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES: WASTE WATER:
FIRE: BUILDING:
Revised: June 30. 201 S Permit Appliation
A. w
STATEWIDE
1-888-831-2665
David Weekley Homes
225 S. Westmonte Drive, Suite 3300
Altamonte Springs, FL 32714
DEL—AIR
State Cert CAC032448
HEATING a AM CONDITIONING
Revised Date: 3/2/2018
Phone:(407) 865-8210
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 - Electric 40 gallon, efficiency 0.94
REAGAN POINTE - 34' COTTAGES
PLAN NAME TONNAGE SEER HSPF
FANS/FAN
LIGHTS
TOTAL CONTRACT
PRICE
7413 3.5 14.00 8.2 4/0 7,195.00
7413 Opt Bdrm 4 3.5 14.00 8.2 4/0 7,315.00
7 49 7,3M 14.00 8.2 . 4 / 0 6,958_00
7498 3.0 14.00 8.2 4/0 6,759.00
7499 2.5 14.00 8.2 4/0 6,506.00
REAGAN POINTE - 40' GARDENS
PLAN NAME TONNAGE SEER HSPF
FANS/FAN
LIGHTS
TOTAL CONTRACT
PRICE
7510 3.5 14.00 8.2 4/0 7,449.00
7511 3.5 14.00 8.2 4/0 7,361.00
7512 3.5 14.00 8.2 4/0 7,560.00
7513 3.5 14.00 8.2 4/0 7,373.00
NOTE: PRICING IS VALID FOR 6 MONTHS. 77:1
Equipment to be CARRIER HEAT PUMP (CH 14NB/FB)
Price includes bath duct with standard bath fans, dryer vent box, dryer venting through roof,
7" range vent, programmable thermostat (TH6320U1000DAG), (1) Honeywell 2-Zone Damper System,
1) Honeywell Y8150 fresh air, and a 2ndyear warranty.
Customer Initials
n\ u
zI
11 1 : •1 U(11
FOUNDATION SURVEY
LEGAL DESCRIPTION:
LUT 44, 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.
CERTIFIED TO:
DAVID WEEKLEY HOMES
SOCRATES WAY, SANFORD, FLORIDA 32773
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Site
Benchmark Information- L1
dJ ' #
1 Found
Nail & Disc "LB 2108" in Asphalt. N49p08'
32"W 29.00' (P) #1 Elevation:45_12' N49e
08' 35"W 29.00' (M) C1 $#2 DELTA =
90°00'00" (P) Found Nail & Disc "LB 2108" in Asphalt. o
P =
Water
Service Pipe Elevation: 45_66' DO =
Cable/TV L = 15.71' (P) -Benchmark Information - Seminole
County Point GPS Telephone
Riser CHORD
Name
0117, Designation 488120117 o
S85e51'28"W 14.14' (P) Elevation =45.350' T =
Transformer S85° 51' 21 "W 14.14' (M) (Elevations
are based upon NAVD 88 Datum) Revision:
Added Foundation Survey - 04/03/18 Field
Date: 3t /iir1E Dale Completed: DM'D3/16 rv"ILs- SusveyI,
eaudopenNeLegal0e .'pslanSupPtledby0— npauaal
naPerpara mnaae Hut ua.,ne,.•arrn mr wp,.w.,op, ane;o,rn,m, DrawnBy: B.J. File NumbeelS-43549 FO euble<t loanY Easement, andfar Reirriruon, al Petard. Legend-
ItraregbaYs,M1own hnews,lsnsrurnedand eaudvµsn the lJne rJntouJwilh a'be' C
Calculated PC -Point Of Ql—,e Budmng --,him to be used Lo reronpruct Property Unn. Cenhndlne
ConveleBloch Pg, PBpB Fer+ce own 01,nn NOT determined C
CMCanasta Morumpsl F1 -
Pdnt of l nlarsaekn P.
O.B.- Point Beginning XanfOvarlungr.
Undergrovnd JtlXues and/ar FaoLeOhm NOT beenl«atN UNLESS C0f1G
Dco'p Descriptionat
P.
O.L-Point On Lase otherwise
noted Neptrs
Tanks arsd/or DrainM1Ndlo[nsonr are approximate and MUST be venriedby OE
D Ing Easement PP -
Power Ptle PRM -
Permanent RetarYlt.B appropriateutility Le<anan [ompantes. Es_-
EBeenwe F.
EM.A -Federal Emegency Ma nu tiog PI - Point of Tengeracy Ihenit'
h., Survey for pu+Pus.snsM1n IM1anl n...n..1—n Vhrlten Vallh(almn, Will at
the VursSo tuthe Surveyor NmMrg Ha+epn,hall be MaeegBment.
etbn
R-Radkaa N,ndwnhou 'Onhy wnnuedtogrveaXyPoYmsorXcr+enHLU Mryoru Uther lnanls.ou(rlinrJ FFE
FhIeMd Floof FJevalbn Rad. -R= Found
Re. - Retser & Cap nln
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Iron Pipe Red - Recovered PROPOSED DRIVEWAY AND SIDEWALKS IN EASEMENTS. L
LMN&D Length (
AR) Me"""
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Roofed Set -
set 'h" Reh & RBbar
Cap -LB 7623-ED ocusigned
by: N.
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POmclel RemNe f3nolt aPlat
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I ` NN" P.
B Plat Booty p -Delta (CBn1M AsrgB) B1 CE063FCAE84EB. . d.
on the Dale shown. Bawd on h,h-nMbn Contemn
to the stands of Eraser» for Iodda
ha cords-rm Ah Chapler 5J-17,057 Cedes,
PurauanI tp,Ag0Im 47U27 FNsrlde Patrick
K. Irelan-„oIpPW4 6637 LB 762 This Svd
f Said Certed Parties T* 'UkVraidusEemb=d
Win JR s Seal Ireland k Associates
Sunievag, Inc. 1301 S. International
Parkway Suite 2001 Lake Mary, Florida
32746 www.I relandsurvey
ft.coni Office-407.678.
3366 Fax-407.320.8165
FIELD REPORT
PROJECT NAME: aJ CLIENT:
PROJECT NO.: DATE:
0:5,33
2G• /8'
CONTRACTOR: %f% D!l ES WEATHER:
C LLf' S / C( •_ ,%
G" / 9 /1-6 /mac- "--
1_` E C'L-t- / / Gd? LC ! fG Cs- % G'lt..- / .! ji • c-_ iL9 .E' i fs,
RTEG'S REPRESENTATIVE:
THE RAAD - TANNOUS ENGINEERING GROUP, INC.
gin nl AnItlanmH Read. • Suite 810 • Orlando. Florida 32807
FIELD REPORT
PROJECT NAME: «l y AZ,;t- e, CLIENT:
PROJECT NO.: DATE:
CONTRACTOR: Tf W1e/ZJW WEATHER:
18-05-35
Z?0L.0*
f33
00' . a. L/
g 7y-1 >-'(56-7.
RTEG'S REPRESENTATIVE:
THE RAAD - TANNOUS ENGINEERING GROUP, INC.
210 N. Goldenrod Road, • Suite B10 • Orlando, Florida 32807
Phone: (4071 382-2415 Fax: (407) 382-9625
RECORn COPY
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot44ReaganPointe7497SW Builder Name: DAVID WEEKLEY
Street: 4630 SOCRATES WAY Permit Office: Clv WF
City, State, Zip: Sanford , FL , 32773 Permit Number: # 8Owner:v%q nSANFonDll'1Xcsj Jurisdiction: 691500
Design Location: FL, Sanford County:: Seminole (Florida Climate Zone
1. New construction or existing New (From Plans) 9. Wall Types(2297.3 sqft.) Insulation Area
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior R=13.0 1392.00 ft2
b. Concrete Block - Int Insul, Exterior R=7.0 681.33 ft2
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 224.00 ft2
4. Number of Bedrooms 2 d. N/A R= ft2
5. Is this a worst case? No 10. Ceiling Types (1068.0 sqft.) Insulation Area
a. Under Attic (Vented) R=38.0 1068.00 ft2
6. Conditioned floor area above grade (ft2) 1608 b. N/A R= ft2
Conditioned floor area below grade (ft2) 0
c. N/A R= ft2
11. Ducts R ft2
7. Windows(247.6 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Garage 6 323.4
a. U-Factor. Dbl, U=0.34 247.58 ft2
SHGC: SHGC=0.30
b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency
SHGC: a. Central Unit 28.6 SEER:14.00
c. U-Factor: N/A ft2
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: 1.684 ft.
Area Weighted Average SHGC: 0.300 14. Hot water systems
8. Floor Types (1097.0 sqft.) Insulation Area
a. Electric Cap: 40 gallons
a. Slab -On -Grade Edge Insulation R=0.0 540.00 ft2 b. Conservation features
EF: 0.940
b. Floor over Garage R=19.0 466.00 ft2 None
c. other (see details) R= 91.00 ft2 15. Credits Pstat
Total Proposed Modified Loads: 57.53
Glass/Floor Area: 0.154 PASSTotalBaselineLoads: 57.54
I hereby certify that the plans and specifications covered by Review of the plans and v4E Sro
this calculation are in compliance with the Florida Energy specifications covered by this
O11
O,
Code. calculation indicates compliance
OwiththeFloridaEnergyCode. niy•••
PREPARED BY: D Before construction is completed a
DATE: 1/13/18 Robert Conte this building will be inspected for V y
compliance with Section 553.908
I hereby certify that this buildi esigned, is in compliance Florida Statutes.
with the Florida Energy Cod COp WE t J
OWNER/AG N BUILDING OFFICIAL:
DATE: DATE:
Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed in accordance with R403.3.2.1.
Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an
envelope leakage test report with envelope leakage no greater than 6.50 ACH50 (R402.4.1.2).
1/13/2018 11:12 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5
FORM R405-2017
PROJECT
Title: Lot44ReaganPointe7497SW Bedrooms: 2 Address Type: Street Address
Building Type: User Conditioned Area: 1608 Lot # 44
Owner Name: Total Stories: 2 Block/Subdivision: REAGAN POINTE
of Units: 1 Worst Case: No PlatBook:
Builder Name- DAVID WEEKLEY Rotate Angle: 0 Street: 4630 SOCRATES WAY
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 Design Temp Int Design Temp Heating Design Daily Temp
Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range
FL, Sanford FL_ORLANDO_SANFOR 39 93 70 75 677 44 Medium
BLOCKS
Number Name Area Volume
1 Blockl 1608 15436.8
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 Main 1608 15436.8 Yes 3 2 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Raised Floor Main 91 ft2 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 ft2 0.38 0 0.62
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
V # Type Materials Area Area Color Absor. Tested Tested Insul. deg)
1 Gable or shed Composition shingles 1227 ft2 274 ft2 Medium 0.85 N 0.85 No 0 26.6
ATTIC
V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 150 1097 ft2 N N
1/13/2018 11:12 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5
FORM R405-2017
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Under Attic (Vented) Main 38 Blown 1068 ft2 Oil Wood
WALLS
Adjacent
Space Cavity Width Height Sheathing Framing Solar Below
1 NE 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 - Int Insul Main 7 24 6 9 4 228.7 ft2 0 0 0.6 0
4 SW Exterior Frame - Wood Main 13 24 0 9 8 232.0 ft2 0 0.25 0.6 0
5 SW 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 0.23 0.01 0
9 NW Exterior Frame - Wood Main 13 6 9 8 58.0 ft2 0.23 0.6 0
19Z6
Omt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 SW Insulated Main None 25 3 8 24 ft2
2 Wood Main None 25 2 8 6 8 17.8 ft2
WINDOWS
Orientation shown is the entered, Proposed orientation.
V Wall Overhang
Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening
1 NE 1 Vinyl Low-E Double Yes 0.34 0.3 N 46.5 ft2 1 ft 2 in 2 ft 0 in Drapes/blinds Exterior 5
2 SE 2 Vinyl Low-E Double Yes 0.34 0.3 N 30.0 ft2 1 ft 2 in 2 ft 0 in Drapes/blinds Exterior 5
3 SW 4 Vinyl Low-E Double Yes 0.34 0.3 N 36.2 112 1 ft 2 in 5 ft 0 in Drapes/blinds Exterior 5
4 SW 5 Vinyl Low-E Double Yes 034 0.3 N 8.0 ft2 1 ft2 in 15 ft 0 in Drapes/blinds Exterior 5 5
NW 9 Vinyl Low-E Double Yes 0.34 0.3 N 21.3 ft2 7 ft 2 in 1 ft 0 in Drapes/blinds Exterior 5 6
NW 6 Vinyl Low-E Double Yes 0.34 0.3 N 36.0 ft2 1 ft 2 in 1 ft 4 in Drapes/blinds Exterior 5 7
NW 6 Vinyl Low-E Double Yes 0.34 0.3 N 12.0 ft2 1 ft 2 in 2 ft 4 in Drapes/blinds Exterior 5 8
NW 7 Vinyl Low-E Double Yes 0.34 0.3 N 24.0 ft2 1 ft 2 in 12 ft 8 in Drapes/blinds Exterior 5 9
SW 5 Vinyl Low-E Double Yes 0.34 0.3 N 15.5 ft2 1 ft 2 in 17 ft 6 in Drapes/blinds Exterior 5 10
SW 4 Vinyl Low-E Double Yes 0.34 0.3 N 18.1 ft2 1 ft 2 in 7 ft 0 in Drapes/blinds Exterior 5 GARAGE
Floor
Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1
466 ft2 466 ft2 67 ft 9.3 ft 1 1/
13/2018 11:12 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5
FORM R405-2017
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) 000396 1672.3 91.81 172.66 .3563 6.5
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump/ Split HSPF:8.2 28.6 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit/ Split SEER: 14 28.6 kBtu/hr 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
Cert # Company Name
Collector Storage
System Model # Collector Model # Area Volume FEF
None None ft2
DUCTS
Supply -- V # Location R-Value Area
Return -- Air CFM 25 CFM25
Location Area Leakage Type Handler TOT OUT ON RLF
HVAC #
Heat Cool
1 Attic 6 323.4 ft Attic 80.85 ft Default Leakage Garage (Default) (Default) 1 1
TEMPERATURES
Programable Thermostat: Y
Cooling[[ jj Jan [[ jj Feb [[ j] Mar
Heatin[X] Jan [X] Feb Pq Mar
Ventin [ j Jan [ j Feb [XI Mar
Ceiling Fans:
j Apr [ ] May rl
Jun
rl
Jul
rl
Au
rl
Se [ ]Oct Nov
Apr [ ]May Jun Jul AuSep [ ] Oct HNov X] Apr [ ] Ma Jun Jul Aug Se [X] Oct Nov Dec
HDec
Dec1/
13/2018 11:12 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5
1 1
FORM R405-2017
Thermostat Schedule:
Schedule Type
HERS 2006 Reference
1 2 3 4 5
Hours
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 (WO) 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
1/13/2018 11:12 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5
FORM R405-2017
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 100
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 (W)
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:
4630 SOCRATES WAY, Sanford, FL, 32773
New (From Plans) 9. Wall Types Insulation Area
Single-family
a. Frame - Wood, Exterior R=13.0 1392.00 ft2
b. Concrete Block - Int Insul, Exterior R=7.0 681.33 ft2
1 c. Frame - Wood, Adjacent R=13.0 224.00 ft2
2 d. N/A R= ft2
10. Ceiling Types Insulation Area
No a. Under Attic (Vented) R=38.0 1068.00 ft2
1608 b. N/A R= ft2
c. N/A R= ft2
Area
11. Ducts R ft2
247.581(2 a. Sup: Attic, Ret: Attic, AH: Garage 6 323.4
ft2
12. Cooling systems kBtu/hr Efficiency
f12 a. Central Unit 28.6 SEER:14.00
8. Floor Types Insulation
a. Slab -On -Grade Edge Insulation R=0.0
b. Floor over Garage R=19.0
c. other (see details) R=
ft2
13. Heating systems kBtu/hr Efficiency
a. Electric Heat Pump 28.6 HSPF:8.20
1.684 ft.
0.300
Area 14. Hot water systems
Cap: 40 gallons
540.00 ft2 a. Electric
EF: 0.94
466.00 ft2
b. Conservation features
91.00 ft2
None
15. Credits Pstat
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspec ' erwise, a new EPL Display Card will be completed
based on installed Code co liant fe ures.
Builder Signature: Date: (-j
Address of New Home: p((Q .'IiFt y/FL Zip: 32'1'1
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. Email EnergyGauge tech support at
techsupport(a energygauge.com 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.
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Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
AOORESS: 4630 SOCRATES WAY Permit Number:
Sanford , FL , 32773
MANDATORY REQUIREMENTS See individual code sections for full details.
SECTION R401 GENERAL
R401.3 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 Statutes) 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 code compliance for the building. A copy of the EPL display card can be found in Appendix RD.
R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.4.1 through R402.4.5.
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402.5.
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 contraction.
R402.4.1.1 Installatlon.The components 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 R402.4.1.1, 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 not exceeding seven air
changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch 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.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent 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.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where
using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the
fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
R402.4.3 Fenestration air Ieakage.Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per
square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or
AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
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MANDATORY REQUIREMENTS - (Continued)
R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to
open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or
enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements
of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be
fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it
passes through conditioned space to a minimum of R-8.
Exceptions:
Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential.
R402.4.5 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 E283 at a 1.57 psf (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.
R403.1 Controls.
SECTION R403 SYSTEMS
R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
R403.1.3 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.
R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section
C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5)
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" in
accordance with Section R403.3.3.
R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent
of the design airflow rate when tested in accordance with ASHRAE 193.
R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the
manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the
entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the
test.
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41 °C)
or below 55OF (13'C) shall be insulated to a minimum of R-3.
R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that
caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause
degradation of the material. Adhesive tape shall not be permitted.
R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in
accordance with Section R403.5.I.I. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2.
Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible.
R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return
pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited.
Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the
occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and
when there is no demand for hot water.
R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems
shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance
with the times when heated water is used in the occupancy.
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MANDATORY REQUIREMENTS - (Continued)
R403.5.5 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'/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage tank.
R403.5.6 Water heater efficiencies (Mandatory).
R403.5.6.1.1 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 100OF to 140°F (38'C to 60°C).
R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied 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.
R403.5.6.2 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 meet the criteria of Section R403.5.6.2.1.
R403.5.6.2.1 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 Hot Water System and Component Test Protocol. Collectors 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.
R403.6 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
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating.
R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.I.
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor.
R403.6.2 Ventilation air. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
Indoor Air Ouality, shall be the maximum rates allowed for residential applications.
No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas.
If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10
otherwise.
R403.7 Heating and cooling equipment (Mandatory).
R403.7.1 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 that
affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such
as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency
rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed.
TABLE R403.6.1
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATION AIRFLOW RATE MINIMUM
CFM)
MINIMUM EFFICACY a
CFM/WATT)
AIRFLOW RATE MAXIMUtv
CFM)
Range hoods Any 2.8 cfm/watt Any
In -line fan Any 2.8 cfm/watt Any
Bathroom, utility room 10 1.4 cfm/watt 90
Bathroom, utility room 90 2.8 cfm/watt Any
For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916
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MANDATORY REQUIREMENTS - (Continued)
R403.7.1.1 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 times greater than the total load calculated according to the procedure selected in
Section 403.7, 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.
The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's
expanded performance data 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 CFM 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 temperatures 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) is installed in an unconditioned space.
Exceptions:
1. Attached single- and multiple -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 multiple -family units, the capacity of
equipment may be sized in accordance with good design practice.
R403.7.1.2 Heating equipment capacity.
R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section
R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if
the design heating load is 1.15 times greater than the design cooling load.
R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.7.1.
R403.7.1.2.3 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 R403.7.1.
R403.7.1.3 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 entertainment areas.
A variable capacity system sized for optimum performance during base load periods is utilized.
R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403.
R403.9 Snow melt and ice 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 when the pavement temperature is above 50°F (101C), and no
precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40OF (4.80C).
R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403.10.1 through R403.10.5.
R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation
of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots.
R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule
shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on -site renewable generation.
R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent 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: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered
energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required.
R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa 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 or LP gas shall not have continuously burning pilot lights.
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R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
R403.11 Portable spas (Mandatorg)he energy consumption of electric -powered portable spas shall be controlled by the
requirements of APSP-14.
SECTION R404
ELECTRICAL POWER AND LIGHTING SYSTEMS
R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps.
Exception: Low -voltage lighting.
R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights.
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2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot44ReaganPointe7497SW Builder Name: DAVID WEEKLEY
Street: 4630 SOCRATES WAY Permit Office:
City, State, Zip: Sanford , FL, 32773 Permit Number:
Owner: Jurisdiction: 691500
Design Location: FL, Sanford
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall
The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material.
requirements Breaks or joints in the air barrier shall be sealed.
Ceiling/attic
The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit
the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls
The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with
sealed. a material having a thermal resistance of R-3 per inch
Knee walls shall be sealed. minimum.
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/doorjambs and framing, and
and doors skylights and framing shall be sealed.
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated.
Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to
including insulation. maintain permanent contact with the underside of
above -garage subfloor decking, or floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
floors) of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls
Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
Narrow cavities cavities shall be filled by insulation that on
installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spac as.
Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building
shall be sealed to the drywall. thermal envelope shall be air tight and IC rated.
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
Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall
on exterior wall tubs shall separate them from the showers and tubs. be insulated.
Electrical/phone box or The air barrier shall be installed behind electrical or communication
exterior walls 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.
Concealed When required to be sealed, concealed fire sprinklers shall only be
sprinklers sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
hetwean fire sprinkler cover olates and walls or ceifinos.
a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400.
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FORM R405-2017 Envelope Leakage Test Report Performance
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Envelope Leakage Test Report
Performance Method
Project Name: Lot44ReaganPointe7497SW Builder Name: DAVID WEEKLEY
Street: 4630 SOCRATES WAY Permit Office:
City, State, Zip. Sanford, FL. 32773 Permit Number:
Design Location: FL, Sanford Jurisdiction: 691500
Cond. Floor Area:: 1608 sq.ft. Cond. Volume: 15437 cu ft.
Envelope Leakage Test Results
Regression Data:
C: Fal
Single or Multi Point Test Data
R:
HOUSE PRESSURE FLOW:
1 Pa cfm
2 Pa cfm
3 Pa cfm
4 Pa cfm
5 Pa cfm
6 Pa cfm
Leakage Characteristics
Required ACH(50) from
FORM R405-2017 :
Tested ACH(50) " :
Tested leakage must be less than or equal to the
required ACH(50) shown on Form R405-2017 for
this building. If the tested ACH(50) is less than 3
the building must have a mechanical ventilation
system.
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)(0, (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 R402.4.1.2.
SIGNATURE:
PRINTED NAM
Lk `uta2%
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)(0, (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.
BUILDING OFFICIAL:
DATE:
O -THE STg7
n,,,'''''
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wrightsoft• Manual S Compliance Report
Entire House
DEL AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831.2665
For: DAVID WEEKLEY
4630 SOCRATES WAY, FL
Design Conditions
Job: LOT 44 REAGAN POINTE
Date: 12.30.16
By: BENTLEY
Outdoor design DB: 92.4T Sensible gain: 21767 Btuh Entering coil DB: 76.2°F
Outdoor design WB: 76.3°F Latent gain: 3927 Btuh Entering coil WB: 63.1 OF
Indoor design DB: 75.0OF Total gain: 25694 Btuh
Indoor RH: 50% Estimated airflow: 953 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASH
Manufacturer: Carrier Model: CH14NB0300000AO+FB4CNP030L
Actual airflow: 953 cfm
Sensible capacity: 22027 Btuh 101% of load
Latent capacity: 4696 Btuh 120% of load
Total capacity: 26723 Btuh 104a/a of load SHR: 82%
Design Conditions
Outdoor design DB: 41.9`F Heat loss: 19287 Btuh Entering coil DB: 69.7°F
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Carrier Model: CH14NB0300000AO+FB4CNP030L
Actual airflow: 953 cfm
Output capacity: 27678 Btuh 144% of load Capacity balance: 32 °F
Supplemental heat required: 0 Btuh Economic balance: -99 OF
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 953 cfm
Output capacity: 5.2 kW 91% of load Temp. rise: 50 OF
Meets are all requirements of ACCA Manual S.
t wri hftsoft• 2018Jan-1311:16:58
9 Right -Suite® Universal 2017 17.0.23 RSU24004 Page 1
ot44ReganPoint7497B\Lot44ReaganPointe7497SW.rup Calc a MJ8 House faces: SW
ConstructionsComponentComJob: LOT 44 REAGAN POINTE wrightsoft•
P Date: 12.30.16 Entire
House By: BENTLEY DEL
AIR HEATING & AIR CONDITIONING 531
CODISCO WAY, SANFORD, FL 32771 Phone, 407.831.2665 For:
DAVID WEEKLEY 4630
SOCRATES WAY, FL Location:
Indoor: Heating Cooling Orlando
Intl AP, FL, US Indoor temperature (OF) 70 75 Elevation:
105 ft Design TD (OF) 28 17 Latitude:
28ON Relative humidity (%) 30 50 Outdoor:
Heating Cooling Moisture difference (gr/lb) 1.3 46.6 Dry
bulb (OF) 42 92 Infiltration: Daily
range (OF) - 17 (M) Method Simplified Wet
bulb (OF) - 76 Construction quality Average Wind
speed (mph) 15.0 7.5 Fireplaces 0 Construction
descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain hz
8tuh/R2-f h=-f/Btuh Btuh/IP 8tuh Btuh/ltt Bull Walls
12C-
Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int ne 186 0.091 13.0 2.56 476 2.32 431 Irish,
2"x4" wood frm, 16" o.c. stud se 436 0.091 13.0 2.56 1114 2.32 1009 sw
178 0.091 13.0 2.56 456 2.32 413 nw
396 0.091 13.0 2.56 1013 2.32 918 all
1196 0.091 13.0 2.56 3058 2.32 2770 13A-
3ocs: Blk wall, stucco ext, r-3 ext bd ins, 8" thk, 1/2" gypsum se 228 0.167 3.0 4.69 1069 3.21 732 board
int Irish sw 176 0.167 3.0 4.69 825 3.21 565 nw
204 0.167 3.0 4.69 957 3.21 655 all
607 0.167 3.0 4.69 2850 3.21 1953 Partitions
12C-
Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" 205 0.091 13.0 2.56 525 1.42 291 wood
frm, 16" o.c. stud Windows
2A-
2ov: 2 glazing, clr outr, air gas, vnl irm mat, clr low-e innr, 1/4" gap, ne 47 0.340 0 9.55 447 22.3 1044 1/
8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.17 ft overhang (
5.2 ft window ht, 2 ft sep.): 6.67 ft head ht 28-
2fv: 2 glazing, clr outr, air gas, vnl frm 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; 1.17 ft overhang (
5 It window ht, 2 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, sw 36 0.340 0 9.55 348 22.9 834 1/
8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.17 it overhang (
5.2 It window ht, 5 It sep.); 6.67 ft head ht 2A-
2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 18 0.340 0 9.55 174 22.9 417 1/
8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.17 it overhang (
5.2 ft window ht, 7 ft sep.); 6.67 ft head ht 2A-
2ov: 2 glazing, clr outr, air gas, vnl irm mat, clr low-e innr, 1/4" gap, sw 16 0.340 0 9.55 148 22.9 355 1/
8" thk; NFRC rated (SHGC=0.30): 50% drapes, medium; 1.17 It overhang (
5.17 ft window ht, 17.6 ft sep.); 6.67 ft head ht 28-
2tv: 2 glazing, clr outr, air gas, vnl frm mat, Or low-e innr, 1/4" gap, sw 8 0.340 0 9.55 76 22.9 183 1/
8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.17 It overhang (
2 it window ht, 13 it sep.); 6.67 ft head ht c
wri htsoft• 2018Jan-1311:16:58 9
Right -Suite® Universal 2017 17.0.23 RSU24004 Page 1 ot44ReganPoint7497B\
Lot44ReaganPointe7497SW.rup Cale - MJ8 House faces: SW
IOC-v: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 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 It
overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht
28-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" 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 It window ht, 1.3 ft sep.); 6.67 ft head ht
2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr 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; 1.17 It
overhang (4 It window ht, 2.3 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, nw 24 0.340 0 9.55 229 22.3 535
1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.17 ft
overhang (4 ft window ht, 12.67 ft sep.); 6.67 ft head ht
Doors
11JO: Door, mtl fbrgl type sw 24 0.600 6.3 16.9 405 18.3 438
11 DO: Door, wd sc type n 18 0.390 0 11.0 196 11.9 212
Ceilings
16B-38ad:Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1094 0.026 38.0 0.73 799 1.40 1535
gypsum board int fnsh
Floors
19C-19cscp: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-2 ext ins, r-19 21 0.049 30.0 0.48 10 0.30 6
cav ins, tight crwl ovr, r-11 wall insul
20P-19c: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-19 cav ins, amb 80 0.050 19.0 1.40 112 0.70 56
ovr
20P-19c: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-19 cav ins, gar ovr 440 0.050 19.0 1.40 617 0.70 307
22A-cpl: Bg floor, light dry soil, on grade depth, carpet fir fnsh 73 0.989 0 27.8 2026 0 0
1 0.989 0 27.8 28 0 0
all 74 0.989 0 27.8 2055 0 0
1 9 Rightw1htsoft• 2018Jan-1311:16:68
i96.(. -
Swte® Universal 2017 17.0.23 RSU24004 Page 2
ot44ReganPoint7497B\Lot44ReaganPointe7497SW.rup Calc a MJ8 House faces: SW
Project Summary Job: LOT 44 REAGAN POINTE
wrightsoft• Y Date: 12.30.16
Entire House By: BENTLEY
DEL AIR HEATING & AIR CONDITIONING
531 COOISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
For: DAVID WEEKLEY
4630 SOCRATES WAY, FL
Notes: LS.1/13/18.RC.
Weather: Orlando Intl AR FL, US
Winter Design Conditions
Outside db 42 OF
Inside db 70 `F
Design TD 28 OF
Heating Summary
Structure 17019 Btuh
Ducts 2268 Btuh
Central vent (0 cfm) 0 Btuh
gone)
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 19287 Btuh
Infiltration
Summer Design Conditions
Outside db 92 OF
Inside db 75 OF
Design TD 17 OF
Daily range M
Relative humidity 50
Moisture difference 47 gr/lb
Sensible Cooling Equipment Load Sizing
Structure 17839 Btuh
Ducts 3928 Btuh
Central vent (0 cfm) 0 Btuh
none)
Blower 0 Btuh
Use manufacturer's data y
Rate/swingg multipplier 1.00
Equipment sensible load 21767 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average
Fireplaces 0 Structure 2942 Btuh
Ducts 985 Btuh
Central vent (0 cfm) 0 Btuh
Heating Cooling none)
Area (ft2 1608 1608 Equipment latent load 3927 Btuh
Volume ()ft3) 15662 15662
Air changes/hour 0.50 0.26
Equiv. AVF 131 68
Equipment Total Load (Sen+Lat)
Req. SHR
25694
2.4
Btuh
cfm) total capacity at 0.75 ton
Heating Equipment Summary Cooling Equipment Summary
Make Carrier Make Carrier
Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING
Model CH14NB0300000A0 Cond CH14NB0300000A0
AHRI ref 9162305 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 @ 470F Latent cooling 7150 Btuh
Temperature rise 27 OF Total cooling 28600 Btuh
Actual air flow 953 cfm Actual air flow 953 cfm
Air flow factor 0.049 cfm/Btuh Air flow factor 0.044 cfm/Btuh
Static pressure 0.40 in H2O Static pressure 0.40 in H2O
Space thermostat Load sensible heat ratio 0.85
Capacity balance point = 32 OF
Backup:
Input = 5 kW, Output = 17603 Btuh, 100 AFUE
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
ftwri9htso' 2018Jan-1311:16:58
K:
Right -Suite® Universal 2017 17.0.23 RSU24004 Page 1
ot44ReganPoint74978\Lot44ReaganPointe7497SW.rup Calc = MJ8 House faces: SW
wrightsoft• Right-J® Worksheet Job: LOT 44 REAGAN POINTE
Entire House
Date: 12.30.16
By: BENTLEY
DEL AIR HEATING & AIR
NG
531 CODISCO WAY, SANFORD, FL 327C NDIT ION665
1 Room dame Entire House BED 2
2 Exposed wall 216.9 If 25.0 It
3 Room height 9.6 It 9.3 it heat/cool
4 Room dimensions 1.0 x 137.0 It
5 Room area 1637.0 fl2 137.0 ft2
Ty Construction U-value Or HTM Area (ft2) Load Area (fl2) Load
number BtuWft2-'F) atuh/ft2) or perimeter (It) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 y/
f
12C-Osw
2A-2ov
12C-Osw
0.091
0.340
0.091
ne
ne
se
2.56
9.55
2.56
2.32
22.31
2.32
233
47
466
186
0
436
476
447
1114
431
1044
1009
0
0
0
0
0
0
0
0
0
0
0
0y!
11
t--G 2B-21v
13A-3ocs
0.340
0.167
se
se
9.55
4.69
22.90
3.21
30
228
0
228
287
1069
687
732
0
121
0
121
0
567
0
389W
12C-Osw
2A-2ov
2A-2ov
0.091
0.340
0.340
sw
sw
sw
2.56
9.55
9.55
2.32
22.90
22.90
233
36
18
178
0
0
456
348
174
413
834
417
0
0
0
0
0
0
0
0
0
0
0
0
13A-3ocs
2A-2ov
0.167
0.340
sw
sw
4.69
9.55
3.21
22.90
223
16
176
0
825
148
565
355
107
16
87
0
410
148
281
355
2B-21v
11J0
12C-Osw
0.340
0.600
0.091
sw
sw
r1w
9.55
16.86
2.56
22.90
18.27
2.32
8
24
466
0
24
396
76
405
1013
183
438
918
4
0
0
0
0
0
38
0
0
92
0
0
IOC-v
2B-21v
0.340
0.340
nw
nw
9.55
9.55
15.61
22.31
21
36
0
0
204
344
333
803
0
0
0
0
0
0
0
0
y/
L- a
2B-21v
13A-3ocs
2A-2ov
0.340
0.167
0.340
nw
nw
rrvv
9.55
4.69
9.55
22.31
3.21
22.31
12
228
24
0
204
0
115
957
229
268
655
535
0
5
0
0
5
0
0
22
0
0
15
0
fi
D
12C-Osw 0.091 2.56 1.42 223 205 525 291 0 0 0 0
11D0
168-38ad
0.390
0.026
n 10.96
0.73
11.88
1.40
18
1094
18
1094
196
799
212
1535
0
0
0
0
0
0
0
0C
F 19C-19cscp 0.049 0.48 0.30 21 21 10 6 0 0 0 0
F 20P-19c 0.050 1.40 0.70 80 80 112 56 0 0 0 0
F 2015-19c 0.050 1.40 0.70 440 440 617 307 0 0 0 0
F 22Acpl 0.989 27.79 0.00 543 73 2026 0 137 25 695 0
F 22Acpl 0.989 27.79 0.00 11 1 28 0 0 0 0 0
6 c) AED excursion 799 107
Envelope loss/gain 13000 13825 1881 1239
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 1800 1 0
Subtotal (lines 6 to 13) 17019 17839 2331 1384
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 17019 17839 2331 1384
15 Duct loads 1 130/6 229/6 2268 3928 50/0 5% 117 69
Total room load 19287 21767 2447 1453
Air required (cfm) 953 953 121 64
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
c wrilghtsoft- 2018Jan-1311:16:58
AM Right -Suite® Universal 2017 17.0.23 RSU24004 Page 1
ot44ReganPoint7497E\Lot44ReaganPointe7497SW.rup Calc - MJ8 House faces: SW
wrightsoft, Right-J® Worksheet
Entire House
DEL AIR HEATING & AIR
NG
531 CODISCO WAY, SANFORD, FL 3277Ct POhoVD'OT7-8ON665
Job: LOT 44 REAGAN POINTE
Date: 12.30.16
By: BENTLEY
1 Room dame BATH 2 FOYER
2 Exposed wall 12.0 it 25.0 It
3 Room height 9.3 it heat/cool 9.3 It heat/cool
4
5
Room dimensions
Room area
6.0 x 8.5 It
51.0 ft2
1.0 x 216.4 it
216.4 ft2
Ty Construction U-value Or HTM Area (III Load Area (III Load
number Bluh/WLIF) Stuh/ft2) or perimeter (It) Stuh) or perimeter (it) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 yJ
Ca
12C-Osw
2A-2ov
12C-Osw
0.091
0.340
0.091
ne
no
se
2.56
9.55
2.56
2.32
22.31
2.32
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0y/-
4 2B-21v 0.340 se 9.55 22.90 0 0 0 0 0 0 0 0
W11 13A-3ocs 0.167 se 4.69 3.21 0 0 0 0 107 107 502 344
12C-Osw 0.091 sw 2.56 2.32 0 0 0 0 0 0 0 0
2A-2ov
2A-2ov
0.340
0.340
sw
sw
9.55
9.55
22.90
22.90
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-3ocs 0.167 sw 4.69 3.21 56 52 243 167 60 36 171 117
2A-2ov 0.340 sw 9.55 22.90 0 0 0 0 0 0 0 0
28-21v 0.340 sw 9.55 22.90 4 0 38 92 0 0 0 0
11J0 0.600
0.091
sw
r1w
16.86
2.56
18.27
2.32
0
0
0
0
0
0
0
0
24
0
24
0
405
0
438
0
10C-v
28-21v
0.340
0.340
nw
nw
9.55
9.55
15.61
22.31
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0T
12C-Osw
2B-21v 0.340 nw 9.56 22.31 0 0 0 0 0 0 0 0
It 13A-3ocs 0.167 nw 4.69 3.21 56 56 262 179 65 65 305 209
2A-2ov 0.340 nw 9.55 22.31 0 0 0 0 0 0 0 0C
1-0
12C-Osw 0.091 2.56 1.42 0 0 0 0 98 80 204 113
11130
16B-38ad
0.390
0.026
n 10.96
0.73
11.88
1.40
0
0
0
0
0
0
0
0
18
0
18
0
196
0
212
0C
F 19C-19cscp 0.049 0.48 0.30 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 20P-19c 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
F 22A-cpl 0.989 27.79 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 7 99
Envelope loss/gain 877 4" 2478 1335
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 0
Subtotal (lines 6 to 13) 1093 514 2928 1480
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 1093 514 2928 1480
15 Duct loads 151% 50/4 55 26 5°/a 50/6 146 74
Total room load 1147 539 3074 1554
Air required (cfm) 57 24 1 1 152 68
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
6A wrightsoft' Right•Suite® Universal 2017 17.0.23 RSU24004 2018Jan•13 1 Page 2
ot44ReganPoint74978\Lot44ReaganPointe7497SW.rup Cale - MJ8 House faces. SW
wrightsoft• Right-J® Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831.2665
Job: LOT 44 REAGAN POINTE
Date: 12.30.16
By: BENTLEY
1 Room name STUDY STORAGE
2 Exposed wall 10.9 (1 13.5 (1
3 Room height 9.3 Il heat/coal 9.7 It heat/coal
4
5
Room dimensions
Room area
1.0 x 138.4 It
138.4 f12
7.0 x 6.5 It
45.5 It2
Ty Construction
number
U-value
BtuWit2-*F)
Or HTM
at fig
Area 00
or perimeter (it)
Load
atuh)
Area (fig
or perimeter (It)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod
6 vll 12C-0sw 0.091 ne 2.56 2.32 0 0 0 0 68 68 174 157
C 2A-2ov
12C-0sw
0.340
0.091
no
se
9.55
2.56
22.31
2.32
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0y!
11
I-G 28-2fv
13A•3ocs
0.340
0.167
se
se
9.55
4.69
22.90
3.21
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0W
12C-0sw
2A-2ov
2A-2ov
0.091
0.340
0.340
sw
sw
sw
2.56
9.55
9.55
2.32
22.90
22.90
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2ov
0.167
0.340
sw
sw
4.69
9.55
3.21
22.90
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0TE
13A•3ocs
28-2(v
11,10
0.340
0.600
0.091
sw
sw
rnv
9.55
16.86
2.56
22.90
18.27
2.32
0
0
0
0
0
0
0
0
0
0
0
0
0
0
63
0
0
63
0
0
161
0
0
146Vb12C-0sw
10C•v
28-2fv
0.340
0.340
rtw
my
9.55
9.55
15.61
22.31
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
28-2(v 0.340 rrw 9.55 2231 0 0 0 0 0 0 0 0
yl 13A-3ocs 0.167 rnv 4.69 3.21 102 78 367 252 0 0 0 0
G 2A-2ov 0.340 r1w 9.55 22.31 24 0 229 535 0 0 0 0
q 12C-0sw 0.091 2.56 1.42 126 126 321 178 0 0 0 0
11 DO
168.38ad
0.390
0.026
n 10.96
0.73
11.88
1.40
0
0
0
0
0
0
0
0
0
46
0
46
0
33
0
64
0
C
F 19C•19cscp 0.049 0.48 0.30 0 0 0 0 0 0 0 0
F 20P•19c 0.050 1.40 0.70 0 0 0 0 34 34 48 24
F 20P•19c 0.050 1.40 0.70 0 0 0 0 11 11 16 8
F 22Acpl 0.989 27.79 0.00 138 11 303 0 0 0 0 0
F 22A-cpl 0.989 27.79 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 2D5 30
Envelope loss/gain 1221 1170 432 369
12 a) Infiltration 198 64 254 82
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal pines 6 to 13) 1419 1234 686 450
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 1419 1234 686 450
15 Duct loads 5% 5°/u 71 62 20% 28% 139 126
Total room load 1490 1295 825 576
Air required (cfm) 74 57 41 25
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
t -Fid- wrightsoft- 2018Jan-13 11:16:58
cA Right -Suite® Universal 2017 17.0.23 RSU24004 Page 3
ot44ReganPoint74978\Lot44ReaganPointe7497SW.rup Calc - MJ8 House (aces: SW
wrightsoft• Right-J® Worksheet
Entire House
DEL AIR HEATING & AIR
531 COOISCO WAY, SANFORD, FL327PfThNDIT ION665
Job: LOT 44 REAGAN POINTE
Date: 12.30.16
By: BENTLEY
1 Room name MASTER W.C. MASTER SUITE
2 Exposed wall 3.5 It 27.0 It
3 Room height 9.7 It heat/cool 9.7 It heat/cool
4 Room dimensions 6.0 x 3.5 It 1.0 x 203.8 It
5 Room area 21.0 IS 203.8 ft2
Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) toad
number BtutVft2•'F) BtutVft2) or perimeter (ft) Btuh) or perimeter (It) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 VN
L
12C-Osw
2A•2ov
12C-Osw
0.091
0.340
0.091
ne
ne
se
2.56
9.55
2.56
232
22.31
2.32
0
0
0
0
0
0
0
0
0
0
0
0
165
47
97
118
0
97
302
447
248
274
1044
225v
C
11
28.2Iv
13A-3ocs
0.340
0.167
se
se
9.55
4.69
22.90
3.21
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0W
12C-Osw
2A•2ov
2A•2ov
0.091
0.340
0.340
sw
sw
sw
2.56
9.55
9.55
2.32
22.90
22.90
0
0
0
0
0
0
0.
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A•2ov
0.167
0.340
sw
sw
4.69
9.55
3.21
22.90
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0TE
13A-3ocs
28.2Iv
11J0
0.340
0.600
O.091
sw
sw
nw
9.55
16.86
2.56
22.90
18.27
2.32
0
0
34
0
0
34
0
0
87
0
0
79
0
0
0
0
0
0
0
0
0
0
0
0
10C-v
2B-21v
0.340
0.340
nw
nw
9.55
9.55
15.61
22.31
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0T
12C-Osw
yl
I--G
28.21v
13A-3ocs
2A•2ov
0.340
0.167
0.340
nw
r1w
nw
9.55
4.69
9.55
22.31
3.21
22.31
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
f? 12C-Osw 0.091 2.56 1.42 0 0 0 0 0 0 0 0
11D0
168-38ad
0.390
0.026
n 10.96
0.73
11.88
1.40
0
21
0
21
0
15
0
29
0
204
0
204
0
149
0
286C
F 19C-19csco 0.049 0.48 0.30 21 21 10 6 0 0 0 0
F 20P-19c 0.050 1.40 0.70 0 0 0 0 34 34 48 24
F 20P-19c 0.050 1.40 0.70 0 0 0 0 170 170 238 118
F 22Acpl 0.989 27.79 0.00 0 0 0 0 0 0 0 0
F 22Acpl 0.989 27.79 0.00 0 0 0 0 0 0 0 0
6 c) AEO excursion 9 58
Envelope loss/gain 112 106 1432 2028
12 a) Infiltration 66 21 507 163
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 1 230
Appliances/other 0 600
Subtotal (lines 6 to 13) 178 127 1939 3021
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 178 127 1939 3021
15 Duct loads 1 20% 280% 36 35 20% 280/6 394 844
Total room load 214 162 2334 3866
Air required (cfm) 11 7 115 169
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
c wrilghtsoft- 2018Jan-13 11:16 58
cA Right -Suite® Universal 2017 17.0.23 RSU24004 Page 4
ot44ReganPoint7497B\Lot44ReaganPointe7497SW.rup Calc - MJ8 House faces: SW
wrightsoft• Right-J® Worksheet
Entire House
DEL AIR HEATING & AIR
NG
531 CODISCO WAY, SANFORD, FL 327C(NDIT ION665
Job: LOT 44 REAGAN POINTE
Date: 12.30.16
By: BENTLEY
t Room name POWDER MASTER BATH
2 Exposed wall 7.5 it 9.0 it
3 Room height 9.7 it heat/cool 9.7 It heat/cool
4
5
Room dimensions
Room area
3.5 x 7.5 It
26.3 ft2
1.0 x 99.0 it
99.0 ft2
Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load
number Btuh/It2•°F) Btuh/ft2) or perimeter (it) Btuh) or perimeter (it) Btuh)
Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool
6 VN
G
12C•Osw 0.091 no 2.56 2.32 0 0 0 0 0 0 0 0
2A-2ov
12C-Osw
0.340
0.091
ne
se
9.55
2.56
22.31
2.32
0
73
0
73
0
186
0
168
0
0
0
0
0
0
0
0y/
mil' 28-21v 0.340 se 9.55 22.90 0 0 0 0 0 0 0 0
W11 13A-3ocs 0.167 se 4.69 3.21 0 0 0 0 0 0 0 0
12C-Osw 0.091 sw 2.56 2.32 0 0 0 0 0 0 0 0
2A-2ov
2A-2ov
0.340
0.340
sw
sw
9.55
9.55
22.90
22.90
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-30cs 0.167 sw 4.69 3.21 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
28-2fv 0.340 sw 9.55 22.90 0 0 0 0 0 0 0 0
11J0 0.600 sw 16.86 18.27 0 0 0 0 0 0 0 0
12C-Osw 0.091 nw 2.56 2.32 0 0 0 0 87 75 193 174
10C-v
28.21v
0.340
0.340
r1w
nw
9.55
9.55
15.61
22.31
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
28-2(v 0.340 aw 9.55 22.31 0 0 0 0 12 0 115 268
13A-3ocs 0.167 rrw 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
f
D
12C-Osw 0.091 2.56 1.42 0 0 0 0 0 0 0 0
1 t DO
168-38ad
0.390
0.026
n 10.96
0.73
11.88
1.40
0
26
0
26
0
19
0
37
0
99
0
99
0
72
0
139C
F 19C-19cscp 0.049 0.48 0.30 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 20P-19c 0.050 1.40 0.70 26 26 37 18 88 88 123 61
F 22Acpl 0.989 27.79 0.00 0 0 0 0 0 0 0 0
F 22Acpl 0.989 27.79 0.00 0 0 0 0 11 1 28 0
6 c) AED excursion 17 91
Envelope loss/gain 242 207 531 733
12 a) Infiltration 141 45 169 54
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) 383 252 700 788
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 383 252 700 788
15 Duct loads 1209% 289/6 78 70 20"/. 28% 142 220
Total room load 461 323 843 1008
Air required (cfm) 23 14 42 44
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrilghtsoft' 2018Jan-13 11.16:58
rA Right -Suite® Universal 2017 17.0.23 RSU24004 Page 5
ot44ReganPoint7497B\Lot44ReaganPointe7497SW.rup Calc - MJ8 House faces, SW
wrightsoft• Right-J® Worksheet
Entire House
DEL AIR HEATING & AIR
NG
531 CODISCO WAY, SANFORD, FL 327CONDIT ION665
Job: LOT 44 REAGAN POINTE
Date: 12.30.16
By: BENTLEY
1 Room name DINING/FAMILY KITCHEN
2 Exposed wall 65.0 It 18.5 It
3 Room height 9.7 it heat/cool 9.7 It heat/cool
4
5
Room dimensions
Room area
1.0 x 434.3 It
434.3 It'
1.0 x 264.5 It
264.5 W
Ty Construction U-value Or HTM Area (fly Load Area (ftj Load
number BtuWftZOF) Stuh/fll or perimeter (ft) Stuh) or perimeter (It) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 VII 12C-Osw 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 0 0 0
y/
I-G
12C-Osw 0.091 se 2.56 2.32 199 184 470 426 97 82 210 190
28-2fv 0.340 se 9.55 22.90 15 0 143 343 15 0 143 343
W11 13A-3ocs 0.167 se 4.69 3.21 0 0 0 0 0 0 0 0
12C-Osw 0.091 sw 2.56 2.32 233 178 456 413 0 0 0 0
2A-2ov 0.340 sw 9.55 22.90 36 0 348 834 0 0 0 0
2A-2ov 0.340 sw 9.55 2290 18 0 174 417 0 0 0 0
13A-3ocs 0.167 sw 4.69 3.21 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
2B-21v 0.340 sw 9.55 22.90 0 0 0 0 0 0 0 0
11J0 0.600 sw 16.86 18.27 0 0 0 0 0 0 0 0
12C-0sw 0.091 rrw 2.56 2.32 199 142 362 328 82 82 211 191
loc.0.340
2B-21v 0.340
nw
rrw
9.55
9.55
15.61
22.31
21
36
0
0
204
344
333
803
0
0
0
0
0
0
0
0
28.21v 0.340 nw 9.55 22.31 0 0 0 0 0 0 0 0
V I
Y--G
13A-3ocs 0.167 nw 4.69 3.21 0 0 0 0 0 0 0 0
2A-2ov 0.340 rrw 9.55 22.31 0 0 0 0 0 0 0 0
R
0
12C-Osw 0.091 2.56 1.42 0 0 0 0 0 0 0 0
too
168-38ad
0.390
0.026
n 10.96
0.73
11.88
1.40
0
434
0
434
0
317
0
609
0
265
0
265
0
193
0
371C
F 19C-19cscp 0.049 0.48 0.30 0 0 0 0 0 0 0 0
F 20P-19c 0.050 1.40 0.70 12 12 16 8 0 0 0 0
F 20P-19c 0.050 1.40 0.70 0 0 0 0 145 145 203 101
F 22Acpl 0.989 27.79 0.00 0 0 0 0 0 0 0 0
F 22Acpl 0.989 27.79 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 465 21
Envelope loss/gain 2834 4978 960 1217
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) 4055 6061 1308 2529
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 4055 6061 1308 2529
15 Duct loads I 2O% 28"/a 824 16% 20'/e 28% 2W 707
Total room load 4879 7756 1 1573 3236
Air required (cfm) 241 340 1 78 142
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrightsoft- 2018Jan•13 11:16.58
Right -Suite® Universal 2017 17.0.23 ASU24004 Page 6
ot44ReganPoint74978\Lot44ReaganPointe7497SW.rup Cale - MJ8 House faces: SW
k
wrightsoft• Duct System Summary
Entire House
DEL AIR HEATING & AIR CONDITIONING
531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-831.2665
For: DAVID WEEKLEY
4630 SOCRATES WAY, FL
Job: LOT 44 REAGAN POINTE
Date: 12.30.16
By: BENTLEY
Heating Cooling
External static pressure 0.40 in H2O 0.40 in H2O
Pressure losses 0.06 in H2O 0.06 in H2O
Available static pressure 0.34 in H2O 0.34 in H2O
Supply / return available pressure 0.170 / 0.170 in H2O 0.170 / 0.170 in H2O
Lowest friction rate 0.201 in/100ft 0.201 in/100ft
Actual air flow 953 cfm 953 cfm
Total effective length (TEL) 169 ft
Name
Design
Btuh)
Htg
cfm)
Clg
cfm)
Design
FR
Diam
in)
H x W
in)
Duct
Matl
Actual
Ln (ft)
Ftg.Egv
Ln (ft) Trunk
BATH 2 h 1147 57 24 0.204 5.0 Ox 0 VIFx 46.8 120.0 st2
BED 2 h 2447 121 64 0.201 7.0 Ox 0 VIFx 49.3 120.0 st2
DINING/FAMILY c 3878 121 170 0.248 7.0 Ox0 VIFx 27.3 110.0 st3
DINING/FAMILVA c 3878 121 170 0.240 7.0 Ox0 VIFx 31.5 110.0 st3
FOYER h 3074 152 68 0.210 7.0 Ox 0 VIFx 41.7 120.0 st2
KITCHEN c 3236 78 142 0.254 7.0 Ox 0 VIFx 23.8 110.0 st3
MASTER BATH C 1008 42 44 0.247 4.0 Ox 0 VIFx 27.8 110.0 st3
MASTER SUITE c 3866 115 169 0.239 8.0 Ox 0 VIFx 32.5 110.0 st3
MASTER W.C. h 214 11 7 0.245 4.0 Ox 0 VIFx 29.1 110.0 st3
POWDER h 461 23 14 0.238 4.0 Ox0 VIFx 32.9 110.0 st3
STORAGE h 825 41 25 0.232 4.0 Ox 0 VIFx 36.8 110.0 st3
STUDY h 1490 74 57 0.224 6.0 Ox 0 VIFx 32.1 120.0 st2
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type cfm) Cfm) FR fpm) in) in) Material Trunk
st2 Peak AVF 403 212 0.201 513 12.0 0 x 0 VinlFlx st1
st3 Peak AVF 550 741 0.232 693 14.0 0 x 0 VinlFlx st1
st1 Peak AVF 953 953 0.201 683 16.0 0 x 0 VinlFlx
i9C- + wrightSOft• Right -Suite® Universal 2017 17.0.23 RSU24004
o144ReganPoint7497B\Lot44ReaganPointe7497SW.rup Calc - MJ8 House faces. SW
201"an-13 11:16:59
Page 1
Name
Grille
Size (in)
Htg
cfm)
Clg
cfm)
TEL
ft)
Design
FIR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rb1 Ox 0 953 953 0 0 0 0 Ox 0 VIFx
wrightsoft• Right•Suite® Universal 2017 17.0.23 RSU24004
ACC&...ot44ReganPoint7497B11ot44ReaganPointe7497SW.rup Calc - MJ8 House faces. SW
2018,1an•13 11:16:59
Page 2
@ Nro
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NOTE TO BUILDER MUST MONDE UNRESTRICTED
I INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS
3" ba dud
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SPCGAL
PLUMBING
RECORD COPY
wI-
Spegalplumbing.com
LICE CFC1428683
Spegal Plumbing LLC
PO Box 4478
Apopka, FL 32704
Office (321) 256-1234
Fax (321)250-2304
UTR
533
RECORD COPY
PLOT PLAN
LEGAL DESCRIPTION:
LOT 44, 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
I
La
4(O
IV
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oe A
40
01f. .
1630 SOCRATES WAY, SANFORD, FLORIDA 32773
J
0-113
1119.
This is NOT a Boundary Survey
i
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ZON! ATE-44630SocratesWay
Sanford, FL 32773 DELTA = 90°00'00" (P) Ok to construct single family home
Area Calculations with setbacks and impervious area
Total Lot Area= 2.319 sq ft (100%) R = 10.00' (P)
shown on plan. Impervious Area= 1.197 sq It (52%) L = 15.71' (P)
Pervious Area= 1,122 sq It (48%)
CHORDElevationsarebasedon
civil grading plans. N85e51'28"E 14.14' (P)
Graphic Scale
Lot is Type "A" Grading Plan
t= Proposed Elevation
1' 2' 4'
Scale: 1'=20'
Field Date: 1/11/2018 Date Completed: 1/11/2018 NOTES` I hen ccy 0: Nh Boundary Survey of the above Oesoribed Property Is
Survay Is Barad upon the Lapel Oescrlption Supplied by Chem. Tna awl Cortad lo the Sant of my Knowledge and Sallef as moonily Sure"
Drawn BY: D.C. File NumberlS-43549 PP Ab"tdng^emnwaarh-,mtM. ma---,O-df«wpsoedaptend/defems. under my01mcd nantneOat@Shun.EasoamintormedontumWnatoLie
Subrect to.r y Easemems and/W afrtrktlons of accord as rooted and Contaffne to tho Standards of Practice for Land Surveying
C
Legend-
Calculated PC - Point of Curvature
aeadrgbubihawnherownhAmffwdandeatedupmtheUrw(meted wnho'sa'
euildlrq Ties are NOT to be used to reconstruct property Lines
in the State of Florida In accordance with Chapter S.147.052 Florida
Administrathro Codes. Pursuant t 472 27 Florida Statutes.
Centedlne Pp -PapQae
Crete Black PI ' POhlt of ln0efsetlbn
FemaOwnenhiphNOTdete(nd ad.
Underground UtilitiesFooters tCK,
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Concrete Monument P.O.B. - Point of SegkWtp RaafOverirahgk
and/or Mw NOT been located UNLESS atherwita
rated Q'
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OnG OConcrete P.O.L. Orl Line Description
PP . Power pole Septk Tanks and/or Dnlnfield butlont are approslmata and MUST GveAMd by a0. aejjl°r THE etAIDE
Oralnage Easeelard FIRM • Permanenl Referarm APP">OrlamUtghyloutlonCompanks FIRM EsmL
Eesamem Monu, ttteofyhit Survey for hrpouso0Wthan Intended, WMautWritten Vedfkation,will be Patrick K.lrelan * <<daOP 6631 LB7623 F.EMA-
FederalEitwgenry PT •PohdofTarperlLy attlNUuesSol* AkkandVAthoutWbilitytothe Surveyor. NwhINHoman shaOG Tf S$UtVeYISiRtefld useoiSaldCertifiedPeNeS. Management AgenLY R •Radius ComtruedtogiveANYeightsWaenMtstoAnyoneOtherthanthoseCertified. NOT VALIDUN end Embossed va Sun SUL FFE IP IP Finished FloorElevailon
Rad. -Radial
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Of INILaE51- PROPOSED DRIVEWAY
AND SIDEWALKS IN
EASEMENTS Ireland & Associates Surveying Inc. M ed Mai istaa0 iSet -
Set 'A"Rebaf 6 DoeuSigned by: 1 NQO N.R. Nag 3
DlekReberCap'LB 7873' Non-R ' TYPm Non -al
t I J.r oRe 1301S. International Parkway
Suite
2001 take Mary, Florida 32746 Rai
UE Raman Book uE . utuiy Easameml/E LLB"' a Er P.e. Piet o . W. www.frelandsurveyIN.com Cl- Book tcanum Arelai woad
Ferro -
0- - chain Llnk
Fana. 91cEO63FCAE84E13... Offlce-407.678.3366 Fax-407.320.8165
RECORD COPY
Residential Load Demand
General Method
1617 square feet X 3VA = 4851 VA
Small appliance load = 3000 VA
Laundry = 1500 VA
total 9351 VA
First 3000VA @ 100%........... 3000 VA
Remaining @ 35%................2223 VA
total 5223 VA
Dryer 5000 VA
Disposal 650 VA
Dishwasher 1200 VA
Refrigerator 720 VA
Water Heater 4500 VA
Range. 8000 VA
Heat 8000 VA
Micro. 1200 VA
total 34,493 VA - 240V= 144 amps= 150 amp service
Model 7497
Contractor David Weekley Homes
Subdivision Reagan's Point
County Seminole
Ciry Sanford
James Lanier
EC 0002989
Office # 407-933-7771
Ia-533,
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RECORD COPY
ALPINE
ffWC0W++n
Alpine, an ITW Company
2400 Lake Orange Dr., Suite 150
Orlando, FL 32837
Phone:(800)755-6001
alpineitw.00m
Site Information:
istomer.• Accu-Span Truss Company Job Number. 19073
bDescription: 7497 - B /7497 - B -DAVID WEEKLY
dress: Lot 44 Reagan Pointe City, State, Zip: SANFORD, FL 32773
Name, Address and License # of Structural FOR if one exists for the building:
Name: License #.
Address: City, State, Zip:
Job Engineering Criteria:
Design Code: FBC 6th Edition (201
State:
View Version: 17.02.01.1114.21 JRef #: 1 W 7H4080005
Wind Standard. ASCE7_10 Wind Speed (mph): 139 Roof Load (pso: 20.00- 7.00- 0.00- Floor Load (p$0: 40.00-10.00- 0.00-
5.00 5.00
This package contains a job notes page, 32 truss drawings and 4 details.
Item Seal # Truss
1 009.18.1338.51577 Al
3 009 18 1338.53387 A3
5 009.18.1338.55213 MA
7 009.18.1338.59247 B2
9 009.18.1339.01660 F1A
11 009.18.1339.03407 F2A
13 009.18.1339.05223 F4
15 009.18.1339.06993 FSA
17 009.18.1339.09400 F6A
19 009.18.1341.23950 F8
21 009.18.1343.41793 F9A
23 009.18.1343.49553 FG2
25 009.181343.57000 CJ1
27 009.18.1344.03820 CJ3
29 009.18.1344.05677 CJ5
31 009.18.1344.19920 HJ7
Item Seal # Truss
2 009.18.1338 52550 A2
4 00918.1338.54280 A4
6 009.18.1338.56133 B1
8 00918.1339 00750 F1
10 009.18.1339.02527
J ING
F2
12 009.18.1339.04290 F3 SANFOR
14 009.18.1339.06067 F5
16 009.18.1339.08103 F6 AR4i
18 009.18.1339.21983 F7
20 009.18.1343.40727 F9
52200918.1343.42597 FG1 # 1 8
24 009.18.1343.56000 E.17
26 009.18.1343.58480 CJ1A
28 009.18.1344.04807 CJ3A
30 009.18.1344.19110 CJ5A
32 009.18.1344.22140 HRA
This documerdihas been electronically
signed using aoigatal Signature, Printed
copies wlthout.an original signature moat
be vertfi d using the original electronic
version.
N1Mtr
H•
A
i`i0.7
rf
STATE OF f
Q.cE.';cC UR1'D.r
rS ONA
01/10/2018
Florida Certificate of Product Approval #FL1999 Printed 1/9/2018 8:47:56 PM
Job Number: 19073 Ply: 1 SEON 592978 / T4 COMN Cust: R408 JRef'. 1W7H4080005
7497 - 8 /7497.8 -DAVID WEEKLY Oty. 12 FROM: RF DrwNo: 009.18.1338.51577
Truss Label: Al KM / WHK 01/09/2018
64 '3'12' 178.12 24'
6 3'4 68*12 5'ir 6 X4
Loading Criteria (psq
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0
s 4x4D
24'
1'4- 8' 8' i 8' 1 1'4•
8' 1& 24'
Wind Criteria
Wind Std: ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: II
EXP: B
Mean Height: 23.68 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a' 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Sot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42•-high x 24'-wide
clearance.
Wind
Wind loads based on MWFRS with additional C&C
member design.
IMPORT
a division of
Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/#
Pf. NA Ce: NA VERT(LL): 0.061 1 999 240
Lu: NA Cs: NA VERT(TL): 0.156 1 999 180
Snow Duration: NA HORZ(LL): 0.023 H - -
HORZ(TL): 0.042 H
Code / Misc Criteria Creep Factor. 2.0
Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.282
TPI Std: 2014 Max BC CSI: 0.688
Rep Factors Used: Yes Max Web CSI: 0.221
FT/RT:0(0)/0(0)
Plate Type(s):
WAVE VIEW Ver. 17.02.01A.1114.21
F •.
0.7108 1 x
SAT O
COA PlitONAIL
01/10/2018
waii1
i
1
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 1043 / 118 / 521 / - / 150 / 4.0
F 1043 /118 /521 /- /- /4.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
F Min Brg Width Req = 1.5
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - C 363 -1W9 D - E 379 -1509
C-O 379-1510 E-F 3W -16M
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - I 1431 - 227 H - F 1431 - 251
I - H 965 -106
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
I - D 580 -125 D - H 579 -125
V ALL NOTES ON THIS DRAWINGI
ALL CONTRACTORS INCLUDING THE INSTALLERS
mstalling and brat nqq. Refer to 8nd flow fhe latest addi n of SCSI Buildiin
actices prior to pe rrling these font ons. Installer shall provide to pora
e properly attached sUucttTral shgathinj and bottQnl chord sonall have proDerestraintfwebsshallhavebrawngg insTalled per BGS ectl 83 S B
as shown above and on the Joint Details, unless noted otherwise. Refer to
III not be repponsible for any deviation from this drawin failure to build the
1ag, Insttaallation andd bradrrqq of trussBSA Seal on thl Id nvo or over page
Ili .gP9mP#ring lesponslbllity solely for die Qas gn $hoWn. he sulatlliry
A IPLNE
MffWQ aun
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number: 19073 Ply. 1 SEON• 592979 / T3 HIPS Cust: R408 JRef,. 1W7H4080005
7497 - 8 /7497 - 8 -DAVID WEEKLY Oty: 2 FROM- RF DrwNo: 00918.1338.52550
Truss Label: A2 KM / WHK 01/09/2018
8'8412 24'
8'8'4 4'3.12 7 43'12 68.4
Loading Criteria (psq
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 '
o4X4 o4X4
D E
24'
1'4- 11' i 7 11' 1'4-
11' TV 24'
Wind Criteria
Wind Std: ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: II
EXP: 8
Mean Height 23.43 It
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist h/2 to h
CSC Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Sot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Purlins
In lieu of structural panels use puriins to brace all flat
TC Q 24' oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Snow Criteria (Pg.P( In PSF)
Pg: NA Ct: NA CAT: W
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 6th.ed 201
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:0(0y0(0)
Plate Type(s):
WAVE
lepi
r
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.045 J 999 240
VERT(TL): 0.155 J 999 180
HORZ(LL):0.021 1 -
HORZ(TL): 0.039 1
Creep Factor. 2.0
Max TC CSI: 0.502
Max BC CSI: 0.971
Max Web CSI: 0.235
VIEW Ver. 17.02.01A.1114.21
oj• S T O •
COAT u 0 A
r
01/10/2018
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 988 / 119 / 524 / - / 139 / 4.0
G 988 / 119 / 524 / - / - / 4.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
G Min Brg Width Req = 1.5
Bearings 8 S G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - C 391 -1470 E - F 344 -1162
C - D 344 -1163 F - G 390 -1469
D - E 328 -976
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - J 1256 -246 I - G 1255 - 271
J-1 976 -134
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - J 173 - 383 I - F 172 -382
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
ire extreme care in fa AsaUn dli shiDpin , in tallin and brat na. Refer to nd follow the latest edits n of BCSI (Buildingtoga( ty Information, b TPI pngs'EA)"f r safety racUces Aor to pe arming these functions. Install r5 shall r vide terhporary BGSi.
Unl ss noted o nroerrm e,taoep chord shall h9ve propeAY attacheG struchiral shgathinil and boltQ horrrddd final have a n iia@d
Anoingv otaotceagio seach far r truss wentlateral restraint of webs shall have brawny insTalied per e CSI sections B3, B7 o g10y 60A-
Z forslanaaro plate positions. Position
as shown above and on the Join etails, unless noted therwise. Refer to of
any
his
draws any failure to build the on
thl d im 111 or over pag iti ieQgsn1hoh he su ty A
IPL NEm(
rwoa+nvn 2400
Lake Orange Or Suite
150 Orlando
FL, 32837
Job Number: 19073 Ply: 1 SEON: 592980 / T2 HIPS Cust: R408 JRef. 1W7H4080005
7497 - B /7497 - B -DAVID WEEKLY Oty. 2 FROM. RF DrwNo: 009.18.1338.53387
Truss Label: A3 KM / WHK 01/09/2018
59"4 1 9' 15, 18'2"12 24'
5'9"4 3'2"12 6' 3'2"12 5 9"4
4X6 m4X4
D E
24'
1'4" 9' 5'10"4 i 9'1"12 1 1'4-
9' 14'10"4 24'
Loading Criteria (psA
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
SCOL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 '
Wind Criteria
Wind Std: ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: II
EXP: B
Mean Height 22.93 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Purlins
In lieu of structural panels use purlins to brace all flat
TC Q 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Snow Criteria (Pg.Pf in PSF)
Pg: NA Ct: NA CAT. W
Pf. NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Mist: Criteria
Bldg Code: FBC 6th.ed
TPI Sid: 2014
Rep Factors Used: Yes
FT/RT:0(0y0(0)
Plate Type(s):
WAVE
Oefl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.049 J 999 240
VERT(TL): 0.133 J 999 180
HORZ(LL): 0.022 1 - -
HORZ(TL): 0.040 1
Creep Factor. 2.0
Max TC CSI: 0.386
Max BC CSI: 0.643
Max Web CSI: 0.137
VIEW Ver. 17.02.01A.1114.21
a"
Joe
V s r \ •<
Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
B 988 / 239 / 525 / - / 119 / 4.0
G 988 / 239 / 525 / - / - / 4.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
G Min Brg Width Req = 1.5
Beatings B & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - C 426 -1514 E - F 391 -1289
C-D 394 -1297 F-G 426 -1512
D-E 381 -1126
Maximum Sot Chord Forces Per Ply (lbs)
Chords Tens.Comp. Chords Tens. Comp.
B - J 1298 -284 I - G 1297 - 308
J-1 1124 -196
o
t• SAT O : Q
i. •........-•'
con >ONAI
01/10/2018
1
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
russes rreeqq ire extram(na care in fa tinq, hhaattdl'n , shin in , IgItallin and bracJ'nq. Refer to 8rtd follow the latest editi n of BCSI /Bui
rltliomponentof-e ty, Information, b TPI anC SBEA; f it safep I radices prior to perro rni these (uActions. Installers shall provide terhpobracingpercsl. Unless noted ovflervvi e,top chord shall h ve pro rig attached structtTral shgathing and bott Nord Sall h2vfl a pro
attached rigid ceiling. Locations sFawnirpermanent latgral rest Min of webs shall have bracingg Installed per Bc9l sections B3, B7 or
s applicaf5lag A pT plates to ach face of truss and position as shown above and on the JointDetails, unless noted otherwise. (tefeALPINE
drawings160iins
n and p4ate positions. AI
iqyivision of ITBuildl'ngCom ngrltS GrV p In . sh II riot be re ponsible for an aviation from this drdwinQ,an failure to bupiladgt9he sofrtnancewitAN51lfPl1OforhandliiriqshippinginstalladnandbnqyofdWssesAseatonthisdr3wlXporhes"ui[ability 2400 Leke Orange OrIlstis$win Indicates accetariceofprdfesslonareninringrensTbllitysoleforthadesinhovJn.andof this 2wing
for any structure is me responslbilit o t ie Buildng OeslgrSer peANSIfTPI 1 S c.l. Suite 150 far moro liiformetbn
sea UHs o'a enerol note! a end these weD sltd: ALPINE: www el nelhv com TPI' www nst o ' SBCA:.vww stidnousl oom• ICC: www.locsele om Orlando FL, 32837
Job Number: 19073 Ply: 1 SEON: 592992 / T11 HIPS Cust: R408 JRef. 1W7H4080005
7497 - 8 /7497 - 8 -DAVID WEEKLY Oty: 1 FROM, RF D=o: 009.18.1338.54280
Truss Label: A4 I I KM / WHK 01/09/2018
7' 12' 17' 24'
7' 5' S' 7'
6X6 112X4 s6X6
C D E
T 12
6 C:;;-
a
B F
7 A
g4X6(A2) 112X4 =5X6 1a2X4 84X6(A2)
C
24'
1'4- 7'1'12 4''4 4'10'4 7'1*12 1'4'
I' + 7'1'12 + 12'
10+
16'10"4 + 24' ~
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Sid: ASCE 7-10
TCDL: 7.00 Speed: 139 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category:11
DDes d:: Des Ld: 37.00
EXP: 8
Mean Height 22.43 it
00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 C&C Dist a: 3.00 it
Loc. from endwall. not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #1 Dense
Webs 2x4 SP #3
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 plf at 17.00 to 56 plf at 25.33
SC: From 4 pif at -1.33 to 4 plf 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 plf at 16.96
BC: From 20 pif at 16.96 to 20 plf at 24.00
BC: From 4 pif at 24.00 to 4 plf at 25.33
TC: 240 lb Conc. Load at 7.04,16.96
TC: 169 lb Conc. Load at 9.09.11.09,12.91,14.91
BC: 454 lb Conc. Load at 7.04.16.96
BC: 127lb Conc. Load at 9.09.11.09.12.91,14.91
Purlins
In lieu of structural panels use pudins to brace all flat
TC Q 24' oc.
Wind
Wind loads and reactions based on MWFRS.
T
Q
T
Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W
Pf. NA Ce: NA VERT(LL): 0.168 0 999 240 B 2086 / 537 / - / - / - 4.0
Lu: NA Cs' NA VERT(TL): 0.454 0 913 180 F 2086 / 537 / - / - / - 4.0
Snow Duration: NA HORZ(LL): 0.055 H - - Wind reactions based on MWFRS
HORZ(TL): 0.101 H B Min Brg Width Req = 2.1
Code / Misc Criteria Creep Factor. 2.0 F Min Brg Width Req = 2.1
Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.857 Bearings B & F are a rigid surface.
TPI Std. 2014 Max BC CSI: 0.723
Members not listed have forces less than 375#
Rep Factors Used: Yes Max Web CSI: 0.319
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:0(0y0(0) Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE VIEW Ver. 17.02.01A.1'114.21 B-C 987 -3869 D-E 1039 -4090
C - D 1039 -4090 E - F 987 -3W9
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B -J 3381 -844 I- H 3407 -844
J -1 3407 -844 H - F 3381 -844
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - J 617 -4 I - E 837 - 238
C-1 837 -238 H-E 617 -4
D - I 289 -586
01/10/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
qy ire extre[ a care in faYeting, h tdl'na, shippin , ingtalling and bra% Refer to nd Ilow the latest edition of SCSI Buildingt45gafryInformation, t TPI an S GA; tar safety racbces prior to perfoh4ning these (unctions. Installers shall prgvide to rani
r BCSpI. Unless noted o erwi e,top chord shall h8ve properly attached structural shgathin9 and bolt2rtl Chord chat Ih1av@ aDeAAv11piaceilingLocationsshownlorpermanentlateralrestraintofwebsshallhavebracingmsliedp8rSCSIs8coons13- B7 or 910ATlatstoachfaceoftrussandpositionasshownaboveandontheJoinfDetails, unless noted otherwise. kefer 1060A-279i's art ard pate positions.
of failure to buildthe n.
IorTh't s ItBbility 4
PIL NEMmvcawvn
2400
Lake Orange Dr. Suite
150 Orlando
FL, 32837
Job Number: 19073 Ply: 1 SEON. 592993 / T1 HIPS Cust: R408 JRef: 1W7H4080005
7497 - 8 t7497.8 -DAVID WEEKLY Oty. 1 FROM: RF DrwNo. 009.18.1338.65213
Truss Label: A4A KM / WHK 01/09/2018
7' 12' 17' 24'
7' 5' S' 7'
s 4X6 N 2X4 a 4X6
C D E
T ,2
8
0
B F
Il 43 A C.
a2X A1) 1112X4 @5X6 102X4 e2X4(A1)
24'
1.4" 71"12 i 4'10"4 4'10"4 7'1"12 1'4"
7'1"12 12' 16'10"4 24'
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
SCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24 0 "
Lumber
Wind Criteria
Wind Std: ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: II
EXP: B
Mean Height: 22.43 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration, 1.60
Top chord 2x4 SP #2 Dense
Sot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Special Loads
Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -1.33 to 56 plf at 25.33
SC: From 4 plf at -1.33 to 4 plf at 0.00
SC: From 20 plf al 0.00 to 20 plf at 24.00
BC: From 4 plf at 24.00 to 4 plf at 25.33
TC: 74 lb Conc. Load at 17.00
SC: -166 lb Conc. Load at 17.00
Puriins
In lieu of structural panels use puriins to brace all flat
TC Q 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Snow Criteria (Pg,Pf In PSF)
Pg: NA Cl: NA CAT: Ni
PE NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 6th.ed 201
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:0(0y0(0)
Plate Type(s):
WAVE
rn
Def 1C8l Criteria
PP Deflection in loc Udell U#
VERT(LL): 0.060 D 999 240
VERT(TL): 0.149 D 999 180
HORZ(LL): 0.022 H -
HORZ(TL): 0.038 H
Creep Factor. 2.0
Max TC CSI: 0.506
Max BC CSI: 0.498
Max Web CSI: 0.122
VIEW Ver. 17.02.01A.1114.21
01/10/2018
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
8 961 /260 /- /- /- /4.0
F 923 /273 /- /- /- /4.0
Wind reactions based on MWFRS
8 Min Big Width Reg = 1.5
F Min Brg Width Reg = 1.5
Bearings B 8 F are a ngid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - C 391 -1450 D - E 383 -1415
C-D 383-1415 E-F 419 -1371
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - J 1225 - 312 I - H 1154 - 335
J-1 1231 -310 H-F 1155 -337
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAW INGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
q rreit'Veme careinfa rating,h ndlin9, shiopin , installing and braC'na. Refer toIn follow fhe la est edition of CSI (BuildingtaayInformation, by TPI #nd SWCA) fbr safety is ces prior to perlofining These ctions. Installers shall oIhdaeflDrYcUnlessnotedoTherwile,top chord shall havept7eMattacheR sWclural shgg and bott2rti hsrtl ohnsB3vB Por 61tt0Y1dcing. Locations shown orpermanent lateral resUaint f webs s all have bracistalled per BG ecU e._
6gpTy plates to each face, oftrussand position as shown above and on the Join tails, unless noted otherwise. kefer to of any
failure
to
build the nI or
The UUM IIIty ALPINE NE
mfrwDaWr!!/ 2400
Lake
Orange Dr. Suite 150
Orlando FL,
32837
Job Number: 19073 f Ply. 1 I
SEQN: 592981 / TIO
COMNI
Cust: R408 JRef: 1W7H4080005
7497 - B /7497 - B -DAVID WEEKLY I Qty 3 FROM: RF DrwNo: 009.18.1338.56133
Truss Labe(: 81 KM I WHK 01/09/2018
b
t 15
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
SCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 •
i 8.1'4 i 9 1 !1'10'12 + is
6'1.4 2h-12 2.10.12 6.1.4
r 1,4•
Wind Criteria
Wind Std: ASCE 7-10
Speed. 139 mph
Enclosure: Closed
Risk Category: II
EXP: B
Mean Height 22.93 fl
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3 00 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Sot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
@4X4D
I&
Snow Criteria (Pg.Pf In PSF) Def11CSI Criteria Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl Up Loc R / U / Rw / Rh / RL / W
PE NA Ce: NA VERT(LL): 0.025 G 999 240 B 765 / 185 / 407 / - / 108 / 4.0
Lu: NA Cs: NA VERT(TL): 0.067 G 999 180 F 677 / 152 / 348 / - /- / 4.0
Snow Duration: NA HORZ(LL): 0.011 G Wind reactions based on MWFRS
HORZ(TL): 0.020 G B Min Brg Width Req = 1.5
Code / Misc Criteria Creep Factor. 2.0 F Min Brg Width Req = 1.5
Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.330 Bearings B 8 F are a rigid surface.
TPI Std: 2014 Max SC CSI: 0.732
Members not listed have less than
Rep Factors Used: Yes Max Web CSI: 0.232
Maximum Top Chord Forcesrces Per Ply (Ibs)
FT/RT:0(0y0(0) Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE VIEW Ver. 17.02.01A.1114.21 8-C 525 -1040 D-E 490 -821
C - D 462 - 819 E - F 550 -1046
e-4 J'GE
rIL
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - G 874 -391 G - F 883 - 385
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
D - G 609 - 336
01/10/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Upurre extreme care in fabd atin9, h ling, shi pin , in*talling and brat g Refer to and follow the latest editi n of BCSI (Buildingd ?11 Information, by TPI pna S CA) tar safe%% ractices prior to pe ofFning these functions. Installers shal erovide terhpore
r BCSI. UnIQss noted oTherwrse,top chord shall h9ve paeAY attached structural shgathm99 and bolt2rtl fiord grail By a pro4enYqidceiling. Locations shown for rtmanent lateral restraint yf webs shall have brawncc rnslalled per BCI sections 83, 7 or 610,
31e. Aoo9v olates to each face oftrussand oosition as shown above and on the Joint Details. unless no otherwise. efer to a
division of any
failure
to build the I .
he su ilility n. IPL
NEArnmxaowurr
2400
Lake Orange Dr. Suite
ISO Orlando
FL, 32837
Job Number: 19073 Ply: 1 SEON: 592982 / T17 GABL Cust: R408 JRef: 1W7H4080005
7497 - B /7497 - B -DAVID WEEKLY City.1 FROM. RF OrwNO: 009.181338 59247
Truss Label: 82 1 1 1 KM / WHK 01/09/2018
Loading Criteria (ps0
TCLL: 20.00
TCDL: 7.00
SCLL: 0.00
SCOL: 10.00
Des Ld: 37.00
NC8CLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing, 24.0'
3, _,i 2' --- w4X4
rTYPI
At)
18'
f' 1'4' 1
18
IV
Wind Criteria
Wind Std: ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: II
EXP: B
Mean Height 22.93 it
TCDL: 4.2 psi
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 20 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Plating Notes
All plates are 2X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
See DWGS A14030ENC101014 & G8LLETIN1014 for
gable wind bracing and other requirements.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: W
Pf. NA Ce: NA
Lu. NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 6lh.ed
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:0(0y0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl LJ#
VERT(LL): 0.001 K 999 240
VERT(TL): 0.003 K 999 180
HORZ(LL): 0.001 K - -
HORZ(TL): 0.001 K
Creep Factor. 2.0
Max TC CSI: 0.158
Max BC CSI: 0.059
Max Web CSI: 0.050
VIEW Ver. 17.02.01A.1114.21
iz, ,
S'?4S" 14
coA ti
01/10/2018
Maximum Reactions (lbs), or •=PLF
Loc R / U / Rw / Rh / RL / W
B' 84 / 24 / 48 / - / 17 / 76.0
R' 78 /16 /40 /- /- /139
Wind reactions based on MWFRS
B Min Brg Width Req = -
R Min Brg Width Req = -
Bearings B & R are a rigid surface.
Members not listed have forces less than 375#
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS ORAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
qq ire extre(ne care in fapricating, h ndlinq shippin , in%alling and bracl'ng. Refer to rid fellow tha latest e itipn of PCSI /Buildindoaf ty Information, by TPI pne S CA) fb) saf tv ractices prior to perforfnin these uncUons. Installs sh II r wde lath rarG51UnlessnotedoTherwige,lop chord shall l9ve properly attached structural shgathing and bolt2rl Crs1lor sl aQ h2v a em% aid ceilingg. Locations shown for permanent lateral restraint of webs shall have brac)n installed per BC51 sections B3, 7 or 10
n Rpfy plates to each face of truss and position as shown above and on the JoinfDetaiis, unless noted otherwise. Refer to
a division of ITW S ildl'n C mponQnt Grpup InC. shall not be re ponsiple for any aviation from this drdwi env failure lo build the
cpnfpQrrt nwa cge witdh ANt SI PI 1p, toar for oandlinR shi pinq, ins lla on and bracirxl ° tNrussBsA eallhoendthl d rtg or $ever p?glli
e of this nCfawl ing for anystructure Is fheoresponsirblility ofhe guilldlhg Desigrfer Iper ANNSUTPI ss a hown. he su ty
ALPINENE
mnwaowiwr
2400 Lake Orange or.
Suite 150
Orlando FL, 32837
Job Number: 19073
I Ply. 1 I
SEON: 593010 / T5 SY42
I
Cust: R408 JRef• 1W7H4080005
7497 - B /7497 - B -DAVID WEEKLY Oty. 8 FROM: CH DrwNo: 009.18.1339.00750
Truss Label: F1 KM / WHK 01/09/2018
106" + 11 6 241"8 ;
10'6" 112'7.8 2,
6- 11 612'I F` 1'6-'i I
I (TYP) -•—
2'
6.12 —1 26'12 —1 2.6"12 2-6-12 1 2-6-12 —1 2-6.12 a3X8
a3X4 =3X6 mW=3X4 a3X10(16] a3X4(19J 1112X4 A
B C D E F G H I J K L M a3X8[
5] ieW=H0312 m3X4 =3X4 m3X10[15] a4X6(16) @3 4 217
j 2-1 1"8 -- Loading
Criteria (psQ Wind Criteria TCLL:
40.00 Wind Std: NA TCDL:
10.00 Speed: NA mph SCLL:
0.00 Enclosure: NA BCDL:
6.00 Category: NA EXP:
NA Des
Ld: 55.00 Mean Height: NA ft NCBCLL:
10.00 TCDL: NA psf Soffit:
2.00 BCDL: NA psf Load
Duration: 1.00 MWFRS Parallel Dist: NA Spacing:
24.0 ' C&C Dist a: NA ft Loc.
from endwall: NA I:
NA GCpi: NA Wind
Duration: NA Lumber
Top
chord 4x2 SP #1 Dense :T2 02 SP #2 Dense: Sot
chord 4x2 SP #1 Dense Webs
4x2 SP #3 :W 13 4x2 SP #2 Dense: Plating
Notes All
plates are 1 X3 except as noted. Plate
Shift Table JT
Plate Chord JT Plate Chord No
Size Shift Bite 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 Additional
Notes 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. Truss
must be installed as shown with top chord up. IMPORTANT'*
24'
1"8 Snow
Criteria (Pg,Prin PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg:
NA Ct: NA CAT: NA PP Deflecton in loc L/defl L/# Loc R / U / Rw / Rh / RL W Pf:
NA Ce: NA VERT(LL): 0.319 E 773 360 V 1074 / - / - / - / - 6 0 Lu:
NA Cs: NA VERT(TL): 0.738 E 471 240 P 2213 / - / - / - / - 8.0 Snow
Duration: NA HORZ(LL): 0.047 B - V Min Brg Width Req = 1.5 HORZ(
TL): 0.076 B P Min Brg Width Req = 1.5 Code /
Misc Criteria Creep Factor. 2.0 Bearings V & P are a rigid surface. Bldg
Code: FBC 61h.ed 201 Max TC CSI: 0.734 Bearing P requires a seat plate. TPI
Std: 2014 Max BC CSI- 0.802 Rep
Factors Used: Yes Max Web CSI: 0.727 Members not listed have forces less than 375# Maximum
Top Chord forces Per Ply (Ibs) Ff/RT:0(0y0(0) Chords Tens.Comp. Chords Tens. Comp. Plate
Type(s): WAVE,
HS VIEW Ver. 17.02.01A.1114.21 B - C 0 -3320 G - H 789 -2156 C -
0 0 -3320 H -1 789 -2156 D-
E 0 -4167 I- J 789 -2156 E-
F 0 -4171 J-K 2026 0 F-
G 0 -4156 K- L 2026 0 Maximum
Sot Chord Forces Per Ply (Ibs) Chords
Tens.Comp. Chords Tens Comp. V-
U 1940 0 R- 0 3418 - 248 U-
T 4061 0 0- P 415 -1535 T-
S 4061 0 P-O 0 -919 S -
R 4171 0 Maximum
Web Forces Per Ply (lbs) Webs
Tens.Comp. Webs Tens. Comp. wlnluuNrpyrhrb
fi-
4A•r V-
B 0-2156 0- J B-
U 1526 0 J-P 2217
0 0 -
1877 PU-U 42 -819 P-L 0 -1401 CjE
S` •`1 D • S 480 - 510 L - O 1145 0 V •i•, yt
av • Y •• L R-G 1223 0 M-O 0 -617 if :•
l • E G-0 0-1512 as
01/
10/2018 INCLUDING
THE INSTALLERS Refer
to and follow, the larst a ition of 13CSI Suiidin mmgqthesefunctions. Instal eB II provide tech re ictvral
shoathinSfr1 and bottprt Cho gnarl h vfl a rope iave
bracmcc msTalled per SCSI sections 8, B781 on
the JoinrDetails. unless noted otherwise. Refer to ALPINE
NEAnnwoxwm
2400
Lake Orange Dr. Suite
150 Orlando
FL. 32837
Job Number: 19073 Ply: 1 SEON: 593011 / T6 SY42 Cust: R408 JRef: 1W7H4080005
7497.8 f7497 - B -DAVID WEEKLY Oty 2 FROM- CH OrwNo• 009.18 1339.01660
Truss Label: FtA KM / WHK 01/09/2018
8' 8'7"12 16'6"4 18'1"8 24'1"8
8' 7' 2 7'10"8 1'7"4 6'
I
I-- 2'6"
3 (TYP)
I I J-- 2'6"12 —}— 2'6'12 —{ f — 2'6"12 —}— 2'6"12 —}— 2'6"12
I
2'6"12 1'6" —{
m3X4[31 a3X4 t=3X6 =W=3X4 m3X4 e3X4 03X4[211 1112X4
A B C D E F GH I J K L M
T
7L
W V U T S R O I,IP O
B3X6 83X6 B3X4191 o3X6[131 w3X6 =3X4
m W=3X4
13'10"
I
7'4' i2'11"8
24'1"8
Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pi in PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W
X 661 / - / - / - / - / 6.0TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.095 M 403 360
SCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.292 M 223 240 S 1216 / - / - / - / - / 8.0
SCOL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.024 L - P 1474 / - / - / - / - / 8.0
Des Ld: 55.00
EXP. NA HORZ(TL): 0.039 L X Min Brg Width Req = 1.5
Code f Misc CriteriaNCBCLL: 10.00
Mean Height: NA it
TCOL: NA psf Creep Factor. 2.0 S Min Brg Width Req = 1.5
Soffit: 2.00 BCOL: NA sfp Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.847 P Min Brg Width Req = 1.5
Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.686 Bearings X. S. P are a rigid surface.
Bearings S & P require a seat plate.
Spacing: 24.0 ' C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0.525
Loc. from endwall: NA Ff/RT:0(0y0(0) Members not listed have forces less than 375#
1: NA GCpi: NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: NA WAVE VIEW Ver. 17.02.01A.1114.21 Chords Tens.Comp. Chords Tens. Comp.
Lumber B- C 0 -1612 G- H 1667 0
Top chord 02 SP #2 Dense C - D 0 -1612 H -1 1667 0
Bot chord 4x2 SP #2 Dense D - E 226 -1366 I - J 1659 0
Webs 4x2 SP #3 E - F 232 -1350 J - K 2053 0
Plating Notes
F- G 1667 0 K- L 2053 0
All plates are 1 X3 except as noted. Maximum tot Chord Forces Per Ply (Ibs)
Plate Shift Table Chords Tens.Comp. Chords Tens. Comp.
JT Plate Chord JT Plate Chord X - W 1064 0 S - R 0 -1657
No Size Shift Bite No Size Shift Bite W - V 1373 - 221 R - 0 0 -1659
31 W 3X4 2.25 L 1.25 ( 91 W 3X4 1.25 L 1.25 V - U 1366 - 226 O - P 0 -1663
131 W 3X6 1.75 R 1.25 (211 W 3X4 2.25 R 1.25 U - T 397 - 725 P - O 0 - 926
Deflection T - S 397 - 725
Max JT VERT
DEFLCAMB 0114 or: camber "recommendati nsetail tt1" irtir r
hh Maximum Web forces Per Ply (Ibs)
S:'•. 44,.
Webs Tens.Comp. Webs Tens. Comp.
Additional Notes
Y •••••`jE `/ 2x6 See detail : F '•
X - 8 0 -1205 S -1 323 - 468
continuous strongback.
STRBRIBR1014 for bracing and bridging y t
B - W 584 15 J - P 0 965
W - D 582 - 74 P - L 0 -1430
recommendations.
O.708 i s U- F 1206 0 L- O 1154 0
Deflection estimate assumes composite action with z S 0 -1720 M - O 0 -618
single layer of the appropriate span rated glue -nailed
wood sheathing. * • a
Truss must be installed as shown with top chord up.
A % S T Q •; Q
Y
a •••
1
01/10/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reire extre[[nne carein fapr(catin , li shi pin , in$talling and bra inq. Refer to and follow the latest adltiCn of (SCSI Building Component8afgryIn0mation, bVY TPI pn SDI E$ ' sat ty rectiCes prior to perfO rning these funcfrons. Install r5 shall provide terhporary 011bracingggppperUnlessnotedolherwie,top chord shall h8ve proper attached s ctural sheatthhinq and ttprr Nord gnarl h vfl a Pro eny shownorpermanentlatgralrestraint6fwebsshallhavebracinInsTalledperBCIsectionsb387or810, attach@adgiadcei[iRng1V, pL oceationssdraawings
6eA-Z forslanaard ietlr° truss and posmon as shown above and on the Join etails, unless not otherwise. Defer fo p4atehpos. ALPINE Alping,
a division of ITW 8yitddl'nlqCComponQMs Grpup In . shall rlpt be responsible for any deviation from this drawin9,an failure tt(
u s in CoofpQrma ce with AN11lfP1 1, or for ha Brig, shipping installatidn arM bracing of truss sA seal on thl$ drawlr59 or to
build the ma o over
pigs 2400 Lake Orange Or. hejrthisQrawInsIndicatesacceptance f proTesslonar' ngine@ring re 9nslbllglttyy s relyo T llslgn shoMTn. andriseoffthislawngforanystructurestheresponsibiioftheuildinOesirterrAUTPI1SSSSeec•2• lit sutabty Suite 150 for
moro IntormeWn see INS lows general notes a and these web alias, ALPINE: www el neow com w TPI: w. nst o Sack www sbclndust .dmrY ICC• www Iecsete o Orlando FL, 32837
Job Number: 19073 Ply 1 SEON: 593012 / T21 SY42 Cust. R408 JRef• 1W7H4080005
7497 - B /7497 - B -DAVID WEEKLY Oty: 3 FROM: CH DrwNo. 009.18.1339.02527
Truss Label: F2 KM / WHK 01/09/2018
5'4"8 6'11" 17'3"8 18'6' 23'10'8
54'8 1'6"8 10'4"8 1'2" 5'4"8
TYP)
F— 2-6-12 26"12 26'12 —}— 26"12 --}-- 26'12 2'6"12
101 X3 = W =3X4 III I X3
@1X3 III IX3 1111X3 =3X6 III IX3 =3X6 1111X3 1111X3 a1X3
A B C D E F G H I J K L
T T
v
1 -
T S R 0 P O N
331X3 aW=3X4 a3X6 a1X3
121'4 111'9*4
23'10'8
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pfin PSF) DeflICSI Criteria Maximum Reactions (lbs)
TOLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W
U 622 / - / - / - / - / 7.3TCDL: 10.00 Speed: NA mph Pf. NA Ce: NA VERT(LL): 0.089 C 999 360
BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.188 C 999 240 0 1437 / - / - / - / - / 4.0
BCOL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.019 B N 811 / - / - / - / - / 7.3
Des Ld: 55.00
EXP: NA
Mean Height NA tt
HORZ(TL): 0.029 B - - U Min Brg Width Req = 1.5
NCBCLL: 10.00 TCDL: NA psf
Code / Misc Criteria Creep Factor. 2.0 0 Min Brg Width Req = 1.5
Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.621 N Min Br Width Re 1.5gq =
Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.551 Bearings U, 0, & N are a rigid surface.
Bearings U 8 N require a seat plate.
Spacing: 24.0' C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.373
Loc. from endwall: NA FT/RT:0(0u0(0) Members not listed have forces less than 375#
I: NA GCpi. NA Plate Type(s): Maximum Top Chord Forces Per Ply (lbs)
Wind Duration: NA WAVE VIEW Ver. 17.02.01A.1114.21 Chords Tens.Comp. Chords Tens. Comp.
Lumber
B- C 0 -1381 G- H 8W 0
Top chord 4x2 SP #2 Dense C - D 0 -1389 H - I 0 -1342
Bot chord 4x2 SP #2 Dense D - E 0 -1376 I - J 0 -1353
Webs 4x2 SP #3 E - F 803 0 J - K 0 -1346
Plating Notes F - G 803 0
All plates are 3X4 except as noted.
Maximum Sot Chord Forces Per Ply (lbs)
Additional Notes Chords Tens.Comp. Chords Tens. Comp.
2x6 continuous strongback. See detail U - T 1008 0 0 - P 809 -89
STRBRIBR1014 for bracing and bridging T - S 1389 0 P - O 1353 0
recommendations. S- R 778 -62 O- N 987 0
Deflection estimate assumes composite action with R - 0 778 -62
single layer of the appropriate span rated glue -nailed
wood sheathing. Maximum Web Forces Per Ply (lbs)
Truss must be installed as shown with top chord up. tNlpttlrrrw Webs Tens.Comp. Webs Tens. Comp.
H• •- U-B 0-1120 0-H 0 -1315
v Y,i•; `CjE •-S•-' 1 TTLLi
T 0 H - P 0
S 784 432E7840O-K 432 0
E- 0 0 -1334 K- N 0 -1097
o. io8 i s
s
e
co NAI
lawl!
01/10/2018
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAW INGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
TTrusses req Ire extreme care in fabrisatin9, h ndlin9, shi pin , installing and brac'nt1. Refer to 8nd follow the latest edition of SCSI /BuildingComponen( fety Information, by TPI and S CA) rbr safety ractices prior to per ofFnIng these functions. Installers shall p vide terhporarY
bracin DQr I., Unless noted o erwl top chord shall have properly attached structural shgatl)ina and bolt2rtl hors finalattachla3dcei[in9 Locations shown for permanent latgral restraint bf webs shall have bracing InsTalled per eG l sections havfl a denB3, B7 orti810y
as applicable@ A T let s to ach face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (refer to
ALPINEdrawings160A-Zs arl ard plate positions.
piping, a division of ITB itddlS'naq ompongnts Gro}r InC shell not be re pponsi¢le for env deviation from this drdwi n r failure to build the mawco~ u
s In c nuance with /NSUf 11, or for a II shipping, Installation an bracing of trussBSA seal on thl dr g or over page Orange Dr. S;an IlstngthissIndicates sec tance of proTessionar en In Bring re ponslbllity solely for the des pn shovlin. rise
this aiswing for is Bulld ng Desigrfer ANSI/TPI 1 he
suitability 2400 Lake Suite
150 andofanystructuremeresponslbilitottheperS8c.2. FOr
more InfOnmetbn see lM! b's enerel notes a Ind iflEse web sites ALPINE www el neltw cam TPI www t rot 0 SBCA: www.lbdndus aom ICC: www Itosafe.am Orlando FL, 32837
Job Number: 19073 Ply: 1 SEON: 593013 / T20 SY42 Cust: R408 JRef: 1W7H4080005
7497 - B /7497 - B -DAVID WEEKLY Oty: 1 FROM: CH DrwNo: 00918.1339.03407ITrussLabel: F2A KM / WHK 01/09/2018
8' 9'3'8 1978 21' 23'10'8
8' 1'3-1 10'6' 1'2' 21'Fa
f^ 2'6-
TYP)
76'12 --}— 2.6.12 —{ f— 2-6.12 —}-- 2-6.12 2'6'12 2'6'12
a W =3X4
a3X6 =3X4 =3X4 =-3X8 3X4 03X4
A B C D E F GH I J K L
T T
c
1 _'p V U TS R Ma P O N
a3X6 a3X6161 a W=H0312 w3X8 3X8 a3X4
I
17'1'4 6 9.4
i' 23'10'8
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) Def 1CSI Criteria Maximum Reactions (lbs)
TCLL: 40.00 Wind Std: NA Pg: NA Cl: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W
W 882 / - / _ / . / . / 7.3TCOL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.213 U 949 360
BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.395 U 688 240 0 1537 / . / . / . / • / 4.0
SCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.036 B - N 317 / 73 / - / - / - / 7.3
Des Ld: 55.00
EXP: NAght: 0.049 B - - W Min Brg Width Req = 1.5
Code / Misc CriteriaCodeNCBCLL: 10.00
Mean Height NA itMeanei
psfTCOLBCOL:
Creep Factor. 2.0 0 Min Brg Width Req = 1.5
Soffit: 2.00 SCDL: NA psf Bldg Code: FBC 6lh.ed 201 Max TC CSI: 0.785 N Min Brg Width Req = 1.5
Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.973 Bearings W, 0, & N are a rigid surface.
Bearings W & N require a seat plate.
Spacing' 24.0' C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0.660
Loc. from endwall: NA FT/RT:0(0y0(0) Members not listed have forces less than 375#
I: NA GCpi: NA Plate Type(s): Maximum Top Chord Forces Per Ply (lbs)
Wind Duration: NA WAVE, HS VIEW Ver. 17.02.01A.1114.21 Chords Tens.Comp. Chords Tens. Comp.
Lumber
B- C 0- 2529 F- G 0- 2211
Top chord 4x2 SP #2 Dense C - D 0 -2529 G - H 0 -2211
Bot chord 4x2 SP #2 Dense
Webs 4x2 SP #3
D - E 0 -2816 H -1 1040 0
E - F 0 -2211 I - J 1040 0
Plating Notes
All,plates are 1X3 except as noted. Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp. Chords Tens. Comp.
Plate Shift Table W- V 1541 0 T- S 2813 0
JT Plate Chord JT Plate Chord V - U 2818 0 S - R 2813 0
No Size Shift Bite No Size Shift Bite U - T 2816 0 R - 0 1003 0
61 W3X6 2.75 L 1.25
Deflection Maximum Web Forces Per Ply (Ibs)
Max JT VERT DEFL: LL: 0.21' DL: 0.20'. See detail Webs Tens.Comp. Webs Tens. Comp.
OEFLCAMS1014 for camber recommendations.nwlrttrprr r W - B 0 -1713 R - H 1386 0
Additional Notes `P>M H. a ,,
A ,
984B - V 1102 6
H - 0 0 -1005V - D 102 -556 0 - J 0 -
2x6 continuous strongback. See detail •••......•••
STRSRIBR1014 for bracing and bridging e•,•`GE S •. ky1 E - R 0 -846 K - N 365 385365
recommendations. ; Y F ::
Deflection • skestimateassumescompositeactionwith .•
single layer of the appropriate span rated glue -nailed O. 708 s
wood sheathing.
Truss must be installed as shown with top chord up. ;
i• S
NA1.
r"Mttrtrnputr
01/10/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS ORAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
cusses require extreme care in fa tin9,11 4dtin9, shi pin , ingtalling and brac1'nq. Refer to 8nd follow tf e latest edI n
mponen(ggaaf ty Information, by TPl an0 S CA) f safety racllces prior to perto&in( these functions. Installers shall r vide
of SCSI (Bulldin
tern rasrbracmpper8G51. Unless noted olhenvise,top chord shall h9ve property attached structural shgatthhin9 and bottortl Nord gfQal havfl aoeattachedUr,id ceilin Locations shown for rmanent lateral restraint 6f webs shall have bracln installed p r R91 sections 83, B7 or B1
as applicab e. A pnp fatees to ach face of truss and position as shown above and on the Joinl etails, unless noted otherwise. drawings 160A-Z fo staraard pate positions. Refer to
ALPINE
Alpine, a division of ITW Buitdin minents Grp)rp Irtc. shell not be re;ponsihle for any deviation from this drawirq.anv failure tobuild the µ,,
u In of rtnance with ASIr oerpage2400 Orange Or. list ng this aorawin9in icatas accenee ut proTesslonar en in erin9 respo4sib Ilty solel for the des pn shoMin. use of this gisng for any scture Is the responslbllit o the BUllding Des grfer pe ANSVTPI 1 Sec.2.
Lake
he suitabilitynSuite150
for more InfomietlOn see thfa Ob enerel rorea a and Ubae we0 alter ALPINE www al neltw oom' TPI' vnvw t nst o • SBCA• www.abdndua . Wm• ICC: www.IOpefe 0M Orlando FL, 32837
Job Number: 19073 Ply. 1 SEQN: 593029 / T39 SY42
I
Cust: R408 JRef• 1W7H4080005
7497 - B f7497 - B -DAVID WEEKLY Qly: 2 FROM- RF DrwNo: 009.18.1339.04290
Truss Label: F3 KM / WHK 01/09/2018
8' i 9'41 19'10"12
8' 1'4"1 10'6"
2'6" --} 2'6"12 --}-- 2'612 -- 2'6"12 1 2-6"12 } 2'6"12 --
n'P)
III 1X3 W=3X4 1111X3
1XA3 3XX8 1111C3 3Xp4 1111X3 =3G4 1111X3 =3X8 X3
F
T
Il
O P O N M L
1 3 3X_8[6)_
0312
1111X3 3X4 3X8[151 3X8
Loading Criteria (psQ Wind Criteria
TOLL: 40.00 Wind Std: NA
TCDL: 10.00 Speed. NA mph
BCLL: 0.00 Enclosure: NA
BCDL: 5.00 Category: NA
EXP: NA
Des Ld: 55.00 Mean Height NA it
NCBCLL: 10.00 TCDL: NA psf
Soffit: 2.00 BCOL• NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 " C&C Dist a: NA it
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration- NA
Top chord 4x2 SP #1 Dense
Bot chord 4x2 SP #1 Dense
Webs 4x2 SP #3
Plote Shift Table
JT Plate Chord JT Plate
NO Size Shift Bite No Size Shift
6) W3X8 3.50 L 1.25 [151 W3X8 3.50 F
Deflection
Max JT VERT DEFL: LL: 0.38" DL: 0.36". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Deflection estimate assumes composite action with
sidgle layer of the appropriate span rated glue -nailed
wood sheathing.
Truss must be installed as shown with top chord up.
19'10"12
Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (lbs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W
Pf: NA Ce: NA VERT(LL): 0.383 E 607 360 R 1081 / - / - / - I - 7.3
Lu: NA Cs: NA VERT(TL): 0.671 E 441 240 L 1082 / - / - / - / - 3.5
Snow Duration: NA HORZ(LL): 0.054 L - - R Min Brg Width Req = 1.6
HORZ(TL): 0.074 L L Min Brg Width Req = 15
Code / Misc Criteria Creep Factor. 2.0 Bearings R & L are a rigid surface.
Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.842 Bearing R requires a seat plate.
TPI Std: 2014 Max BC CSI: 0.969
Rep Factors Used: Yes Max Web CSI: 0.735 Members not listed have forces less than 375#
FT/RT:0(0)/0(0) Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
Plate Type(s):
WAVE, HS VIEW Ver. 17.02.01A.1114.21 B - C 0 -3329 F - G 0 -4200
C- D 0- 3329 G- H 0- 3354
D- E 0 -4204 H -1 0 -3354
E - F 0 -4200
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Chord R- O 1949 0 O- N 4204 0
Bite O- P 4199 0 N- M 4107 0
1.25 P-0 4199 0 M-L 1957 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
R-B 0 -2166 G-M 0 -833
B- O 1526 0 M -1 1544 0
O-D 0 -1132 I-L 0 -2175
N - G 527 - 271
01/10/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uQ ire extreme care in fa ricating, hh ndlin99, shiopin , ingtallin and brac'nu. Refer to and fpllow the latest editin of t3CSl /Building t
f ty Infonna0on, by TPI an aS CA) rbr safety ractices nor to penning these functions. Installers shalPprowhdefltern ora rBCSFI. Unless no d ervwse top chord shall have gropedY attached sUuctu'a' sheathing and bottom gh se ons B3 87 roge y idceilinStLocationsshownfogpermanentlateralrestraintOfwebsshallhavebrecrninstalledperBGSRpyPlatgstoQachfaceoftrussandpositionasshownaboveandontheJoinfetails, unless noted otherwise. Refer to a
division of ITW BuilddingCComponQnts Grp}ip Inc. shall not be res onsible for any deviation from this drdwint an failure to buildthei conformance withANSI/P1 1, or for handliriq, shipping, insttllatidn and b'np of trussgsA 8eatl_on thi Jra W g or „e suitability this drIng,icates acceptance of ressionar eng nfering res nslbility so ely fNSUTP 1s c hown. Be of
tlilNs as ng for any structure s fhe responsibllhY o the Building Desigdor perA A IPL
NE m(tw
GlAV/rt< 2400 Lake
Orange Dr. Suite 150
Orlando FL,
32837
Job Number: 19073
I Ply. 1 I
SEON. 593033 / T32 SY42
I
Cust: R408 JRef: 1W7H4080005
7497 - B 17497 - B -DAVID WEEKLY Qty: 3 FROM. RF DrwNo• 009.18 1339 05223
Truss Label: F4 KM / WHK 01/09/2018
8' 9.3"4 1974
8' 174 10'6"
I 2'6" 1 2'6"12
1 2.6"12 1-- 2'6"12 —1-- 2'6"12 1 2'6"12 1 I
TYP)
III 1 X3 W =3X4
W X3 = 3X8 III 1 X3 3X4 III 1 X3 = 3X4
A B C D E F G
a
a
P O N M
1X3 3X8 1111X3 3X4=W=H0312
3X6
19'9"4
Ldading Criteria (psf) Wind Criteria
TCLL: 40.00 Wind Sid: NA
TCDL: 10.00 Speed: NA mph
BCLL: 0.00 Enclosure: NA
BCDL: 5.00 Category: NA
Des Ld: 55.00 Mean NA ttMeanHeight:
NCBCLL. 10.00 TCDL: NA psf
Soffit: 2.00
Load Duration. 1.00
BCDL: NA psf
MWFRS Parallel Dist: NA
Spacing: 24.0 CSC Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Top chord 4x2 SP #1 Dense
Bot chord 4x2 SP #1 Dense
Webs 4x2 SP #3
i
Plate Shift Table
JT Plate Chord JT Plate
No Size Shift Bite No Size Shift
1151 W3X8 3.50 R 1.25
i
Hangers / Ties
J)'Hanger Support Required, by others
De flection
Max JT VERT DEFL: LL: 0.37' DL: 0.34 See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
2x6 continuous strongback See detail
STRBRISR1014 for bracing and bridging
recommendations.
Deflection estimate assumes composite action with
single layer of the appropriate span rated glue -nailed
wood sheathing.
Truss must be installed as shown with top chord up
Snow Criteria (Pg.Pf In PSF)
Pg. NA Ct: NA CAT. NA
Pf: NA Ce' NA
Lu: NA Cs: NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FBC 6th.ed 201
TPI Sid: 2014
Rep Factors Used: Yes
FT/RT:0(0y0(0)
Plate Type(s):
WAVE, HS
Def /CSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL): 0.369 E 626 360
VERT(TL): 0.646 E 455 240
HORZ(LL): 0.053 K - -
HORZ(TL). 0.073 K
Creep Factor. 2.0
Max TC CSI: 0.796
Max BC CSI: 0.926
Max Web CSI: 0.728
VIEW Ver. 17.02.01A.1114.21
III 1 X3 = 3X8 III 2X4
H I J
L K
3X8[15] = 3X8
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
Q 1074 I- l- I- l- 17.3
K 1088/-
Q Min Brg Width Req = 1.5
K Min Brg Width Req = -
Bearing Q is a rigid surface.
Bearing Q requires a seat plate
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B- C 0 -3302 F- G 0 -4147
C- D 0 -3302 G- H 0 -3323
D-E 0-4151 H-1 0 -3323
E-F 0-4147
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Chord Q- P 1935 0 N- M 4063 0
Bite P- O 4147 0 M- L 4063 0
O-N 4151 0 L-K 1941 0
COA #o..
ONAI...°'
01/10/2018
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
Q-B 0 -2150 G-L 0 -818
B-P 1512 0 L-I 1528 0
P-D 0 -1098 I-K 0 -2159
N - G 510 - 276
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
a Ire extreme rare in fa ptina, Ih1atlIdlln9, shi pin , instailing and brags. , Refer to 8rid follow the latest edition of SCSI (Buildingug2ftyInformation, TPI anQ SBCA) far sa t ractices prior to per o o
Ing these runctions. Installer shall provide terhporaryBCI. Unless noted bovT erwl3 top chord shall ve properly attached structural sheathing and bolt2rtl Chord gna11 hava a pro efly
Liid ceiling. Locations shown ror permanent lateral restraint bf webs shall have braclnpp mI Iled per SCSI sections 83, B7 or Bt IT, e._ Agp platgs to Qach face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to
any
failure to build the
n. I or The .Pu%t IIIty
ALPINENE
m fFWC Nr
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number: 19073 Ply 1 SEQN: 593037 / T24 SY42 Cust: R408 JRef• 1W7H4080005
7497.8 /7497 - 8 -DAVID WEEKLY Oty: 3 FROM. CH DrwNo: 009 181339.06067
Truss Label: F5 KM / WHK 01/09/2018
1 210"8 3' " 111"8 12'6" 17'10"8
210"8 61 7'10"8 1'2"8 54"8
g g
F'— 2.6" 2'612 2'612 2.6"12 2'6"12 --{
TYP)
1111X3 a3X4 aW=3X4 1111X3
1111XD3 a3IX4f1II 1111X3 III IX3 =3X4 a1X 3a1Aa38CFT - v
147
R
O
P O N M a1X3 III
IX3 a X mW=3X4 a3X4 a3X4 a 3X4
1111X3 a3X43 6'1"
4 1174 17'10"
8 Loading Criteria (
psf) Wind Criteria Snow Criteria (Pp,Pf in PSF) Def fCSI Criteria Maximum Reactions (Ibs) TOLL: 40.
00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W S 314 / - / - / - / - /
7.2 TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.069 H 999 360 BCLL: 0.
00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.142 H 999 240 p 1096 / - / - / - / - / 4.0 SCOL: 5.
00 Category: NA Snow Duration: NA HORZ(LL): 0.012 L - L 611 / - / - / - / - / 7.3 Oes Ld:
55.00 EXP. NA
HORZ(TL): 0.017 L S Min Brg Width Req = 1.5 Code I
Misc Criteria NCBCLL: 10.00 Mean Height:
NA it TCDL: NA
psf Creep Factor. 2.0 P Min Brg Width Req = 1.5 Soffit: 2.
00 SCOL: NA sf p BldgCode: FBC 6lh.ed 201 Max TC CSI: 0.522 L Min Brg Width Req = 1.5 Bearings S,
P, L are a rigid surface. Load Duration:
1.00 MWFRS Parallel Dist: NA TPI Sid: 2014 Max BC CSI: 0.499 Bearings S
8 L require a seat plate. r Spacing: 24.
0 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0.344 Loc. from
endwall: NA FT/RT:0(0y0(0) Members not listed have forces less than 375# I: NA
GCpi: NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration:
NA WAVE VIEW Ver. 17.02.OtA.1114.21 Chords Tens.Comp. Chords Tens. Comp. Lumber C-
D 476 0 F- G 0 -1340 Top chord
4x2 SP #2 Dense D - E 476 0 G - H 0 -1351 Bat chord
4x2 SP #2 Dense E - F 476 0 H -1 0 -1343 Webs 4x2
SP #3 Plate Shift
Table Maximum Sot Chord Forces Per Ply (Ibs) JT Plate
Chord JT Plate Chord Chords Tens.Comp. Chords Tens. Comp. No Size
Shift Bite No Size Shift Bite P - O 807 0 N - M 1351 0 111 W3X4
2.25 L 1.25 O- N 807 0 M- L 9W 0 Additional Notes
Maximum Web
Forces Per Ply (Ibs) 2x6 continuousstroSeedetailSTRBRIBR1014
for brracingacing and bridging Webs Tens.Comp. Webs Tens. Comp. recommendations. S-
8 102 -410 F- N 650 0 Deflection estimate
assumes composite action with twmt uru, C - P 0 -680 M - I 425 0 rr114 single
layeroftheappropriatespanratedglue -nailed 1 p - F 0 -1240 I - L 0 -1096 wood sheathing. "
41 5••- Truss
must
be installed as shown with top chord up.`• lF,tp_`" GE /
i
i?*
z
4 i•
SAT O COA #0fA,
el`° 01/10/
2018 WARNING" READ
AND FOLLOW ALL NOTES ON THIS DRAWING1 IMPORTANT" FURNISH
THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS extr ii
care in falVpting h ndlinq shippin in%alling and brat n Refer to nd follow the latest edits n of SCSI (Buildin TTrusses rreeqqfiltlulComponentnformation, by TPI 13n S CA) (b) safety OF prior to pe offning these unctions. Install B shal orSlwde tern rar a bracing
pernless
noted oy erwi e,top chord shall have properly attached structural sheathing and bott%r Chord naeAattach8d B3, ntgagliinV,. pL otcBationss shownor permanent lateral restraint of webs shall have brawnU installed per BGSI sections 87 or BtOy inand positionasshownaboveandontheinits. unless noted otherwise. kefer to ALPINE drsaawings
160A-Z toTrYstandard plate positions. AIpInQ, a
division of ITW 8uj isnlCorn nQntsGroup Inc. shall npt be responsible for any aviation from This d2wi a v failure to build the µr,,,,m Wgs in
0of0rtnance with rforharptill Or. 2400 Leke OrangelistingthistlringindicaeeeotaneOtySu;te 150 wwingr Oesig ANS P 1anduseofthisanystructuresaresponslbllitotheulldingerpec. far Moro intormetbn wee WS
D'a eneral raid a end liieae web allea: ALPINE, www el nellw.com• TPI: www nsi o • SBCA: www abClnEUa W m• ICC. www koere 0M Orlando FL, 32837
Job Number: 19073
I Ply. 1 I
SEON: 593041 / T7 SY42
I
Cust: R408 JRef: 1 W7H4080005
7497 - 817497 - 8 -DAVID WEEKLY Oty. 1 FROM. CH DrwNo: 009 18 1339.06993 Truss
Label: F5A KM / WHK 01/09/2018 1'
S'8 17'10'8 8
165' 1-
4.12 TYP)
a
3X4 = W=3X4 A
I P AG
AF m
3X4 Loading
Criteria (ps0 Wind Criteria TOLL:
40.00 Wind Std: NA TCDL:
10.00 Speed: NA mph BCLL:
0.00 Enclosure: NA SCOL:
5.00 Category: NA Des
Ld: 55.00 Mean Height: MeanNA ft NCBCLL:
10.00 TCDL: NA psf Soffit:
2.00 SCOL: NA psf Load
Duration: 1.00 MWFRS Parallel Dist: NA Spacing:
24.0C&C Dist a: NA ft Loc. from
endwall: NA I: NA
GCpi: NA Wind Duration:
NA Lumber Top
chord
4x2 SP #2 Dense Bot chord
4x2 SP #2 Dense Webs 4x2
SP N3 Plating Notes
All plates
are 1X3 except as noted. Additional Notes
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
Truss must
be installed as shown with top chord up. AA m
W=
3X4 17'10'
8 R Snow
Criteria (
Pg,Pfin PSF) Defl/CSI Criteria Maximum Reactions (lbs), or'=PLF Pg: NA
Ct: NA CAT: NA PP Deflection in loc L/defl L/q Loc R / U / Rw / Rh / RL / W Pf: NA
Ce: NA VERT(LL): 0.000 N 999 360 AG 61 / - / - / - / - / 7.2 Lu: NA
Cs: NA VERT(TL): 0.000 N 999 240 AG-109 / - / - / - / - / 207 Snow Duration:
NA HORZ(LL): -0.000 B - AG Min Brg Width Req = 1.5 HORZ(TL):
0.000 B AG Min Brg Width Req = - Code / Misc
Criteria Creep Factor. 2.0 Bearings AG & AG are a rigid surface. Bldg Code:
FBC 6th.ed 201 Max TC CSI: 0.103 Bearings AG & AG require a seat plate. TPI Std:
2014 Max BC CSI: 0.021 Rep Factors
Used: Yes Max Web CSI: 0.033 Members not
listed have forces less than 375i1 FT/RT:
0(0y0(0) Plate Type(
s): WAVE VIEW
Ver. 17.02.01A.1114.21 H. k'
11 • w
O
CIA
a0
NQLe 01/
10/
2018 t WARNING"
READ
AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH
THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tfussesre ire
extre[[nne care in fabricatinngg Ih1 dlinqq, shippin , ingtailing and braciingq. Refer to 8nd follow the la est editl?n of 13CSI (Building Componenttuggaaf ty
Infumation, b TPI pnd S CnA) fbr safety rectices prior to per(onni these functions. Installers shall provide terhpora bracing perBGSg. Unless noted oY0lerwi e,to chord shall have Uerly attached structural sh athinq and bottom Nord Hall h v a ro ertyry attacheG riiiedceiliizng. oLotceationss shownVi Aperrnanent lateral restrSint bf webs shall have bracincLiinstalied per BC I sect ons B , 7 or I d2wings 180A
Z foT slalat I plate paceo ff swiss and position as shown above and on the JoinrDetails, unless noted otherwise. f efer to' ALPINE AI
in ,
a division of ITW Buildl'n1Com ngnt tiro In ., sh II not be re nsiple for an deviation from this drdwing,an failure to build the N,riwOpnurxr miss in90" mriance with ANSIrfP1 1,o for aDdlinpq shipping, instaIlatiopn and bracing yGf trussesA Beal on thlg draw1159 or over page 2400 Lake Orange Dr. Iist(ng
this drawing Indicates acceptance of ( ass one 99n Ing rin f ee ponslbillttysolely for tha design shoMTn. he sultablliry Suite 150 a' ISOothisrangforanystructuresaresponsiblliqtoeulldngDesignerperANSIITPI1Sec.2. Suite I FL, 32837
For.. InInotionseesaslobsgeneralnotesaandthesewebsites, ALPINE: www.el neltw can• TPI: www. nsto • SBCA: www.sbdndu! com• ICC www kxsare ont
Job Number: 19073
74.97.817497 - 8 -DAVID WEEKLY Truss
Label: F6 Ply:
1 Oty.
2 SEON:
593045 / T28 SY42 I
FROM: CH Cust:
R408 JRef: 1W7H4080005 DrwNo.
009.18.1339 08103 KM /
WHK 01/09/2018 8'
9.1.1 177 8'
1.1" 8'6" f--
2'6" 2'6"12 -- f -- 2.6.12 26"12 1-- 2'6"12 1
V1 2-}— 1'
6" -- TYP)
W=
3X4 III 1 X3 III =
3XB4 1111C3 =3XD4 1111E3 3G6 101H3 =3)j4 1X3 A4FI
LL .
4'
R
O P O N M L 3X6 =
3X6 a
W=3X43 =3X4 =3X6 3X43 147"
8 2.11 "8 --{ Loading
Criteria (psf) Wind Criteria TCLL:
40.00 Wind Sid: NA TCOL:
10.00 Speed: NA mph SCLL:
0.00 Enclosure: NA SCOL:
5.00 Category: NA Des
Ld: 55.00 EXP:
NA Mean
Height: NA it NCBCLL:
10.00 TCDL: NA psf Soffit:
2.00 BCDL: NA psf Load
Duration: 1.00 MW FRS Parallel Dist: NA Spacing:
16.0 ' C&C Dist a: NA ft Loc.
from endwall: NA I:
NA GCpi: NA Wind
Duration: NA Top
chord 4x2 SP #2 Dense Sot
chord 4x2 SP #2 Dense Webs
4x2 SP p3 Hangers
I Ties J)
Hanger Support Required, by others Additional
Notes 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. Truss
must be installed as shown with top chord up. 17'
7" Snow
Criteria (Pp,Pf In PSF) Deft/CSI Criteria Maximum Reactions (Ibs) Pg:
NA Ct: NA CAT: NA PP Deflection in loc L/defl L/t1 Loc R / U / Rw / Rh / RL W Pf:
NA Ce: NA VERT(LL): 0.081 D 999 360 R 462 / - / - / - / - Lu:
NA Cs: NA VERT(TL): 0.196 D 999 240 M 1273 / . / _ / _ / _ 8.0 Snow
Duration: NA HORZ(LL): 0.015 B - - R Min Brg Width Req = - HORZ(
TL): 0.024 1 - - M Min Brg Width Req = 1.5 Code /
Misc Criteria Creep Factor. 2.0 Bearing M is a rigid surface. Bldg
Code: FBC 6th.ed 201 Max TC CSI: 0.511 Bearing M requires a seat plate. TPI
Std: 2014 Max SC CSI: 0.612 Rep
Factors Used: Yes Max Web CSI: 0.396 Members
not listed have forces less than 375f1 Maximum
Top Chord Forces Per Ply (Ibs) FT/RT:0(0y0(0) Chords Tens.Comp. Chords Tens. Comp. Plate
Type(s): WAVE
VIEW Ver. 17.02.01A.1114.21 8-C 89 -1135 F-G 429 -947 C-
D 89 -1135 G- H 1352 0 D -
E 422 -959 H -1 1352 0 E -
F 429 -947 Maximum
Sot Chord Forces Per Ply (Ibs) Chords
Tens.Comp. Chords Tens. Comp. R -
O 748 -12 O - N 9W -422 O -
P 963 - 418 N - M 273 - 884 P-
O 963 -418 M-L 0 -620 Maximum
Web Forces Per Ply (Ibs) Webs
Tens.Comp. Webs Tens. Comp. R-
B 12 -833 G-M 0 -1238 ttt>
sttlitttr+Mhr B - O 428 -85 M -1 0 -930 H" O-
D 1-L 917 0
N-G9170J-L 773 0
0 -413
P NNo.
Z08
1 z Q4• SAT
O ::tQ COA #0
01/10/
2018 WARNING" READ
AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH
THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sses req
ire extreme care in faW1. finqq, h t dim99, shipping, insstalln and bracl1'nq Refer to nd follow the latest edition of SCSI (Building 7W enftIatyInformation, b TPI anC S CA) rOr safety prectices prior to perfoi4mlrW these functions. Installers shall provide terhporarY cinci per
BCspI. Unless noted oYtherwi e top chord shall h9ve properl attached structtt77raI sheathing and bott GNord gnall havfl a pro IN niddceiliLocationsshownfoFpermanentlateralrestraintofwebsshallhavebraceinstalledper6C51sections83, 87 or 810, awingsa 60A-
Z o s anas t pate fa fwnstruss and position as shown above and on the JoinCDetails, unless noted otherwise. kefer to ALPINE nqg' a
division
of ITW Buyitddl'nlqCCompOnnt Grp}rp Inc.shpll npt be reSponsi¢le for any deviation from this drdwiran failure to build the r,m en QQrance with1ftrusseSABealonthisdrIXgoroverpgbili2400LakeOrangeOr. this drawin, Indicgates a Y eDtance Of proTess onaf een In rin re ponstbilittyy solely for t hhe in ghown. he su (a ty Suite 160 use offffffthisrawwlinf(or anstructure s the res nsibllit o t Ie ulldng Designer per AN Pitts Sc.2. more infortnetbn
see Uis D'e enerai notd a end these web sites: ALPINE: www.el neltw tom TPc www.t net o S8CA: www sbdndust oom• =, www1omsfeom Orlando FL, 32837
Job Number: 19073 Ply. 1 SEON• 593049 / T22 SY42
I
Cust: R408 JRef: 1W7H4080005
7497 - 8 /7497 - B -DAVID WEEKLY Oty: 1 FROM. CH DrwNo 009.18.1339.09400
Truss Label: F6A KM / WHK 01/09/2018
1'2.8
I I'1.12 1 TT
9'8.4 65'4
t 1'0.4 vs-4 -)•- vre -{— it --I— r6- —(
TYP)
F- 1.6.4 -+- 1'4-
TMP)
MW=
I ePlX11e4a4II4e3E4e3f4114a44o6xL(231 036 o6X8261 w3 ACoGHJKMNTR0O
c
AB
AA
z
Y x V U T3S e4X1 o3X41X3 etx3 17`r LoadingCriteria (
psq
Wind Criteria
TCLL: 40.00 Wind Std:
NA TCOL: 10.00 Speed: NA
mph BCLL: 0.00 Enclosure: NA
SCOL: 5.00 Category: NA
Des Ld: 55.00 EXP:
NA Mean Height NA
it NCBCLL:
10.00 TCDL: NA
psf Soffit: 2.00 BCDL: NA
psf Load Duration: 1.00 MWFRS
Parallel Dist: NA Spacing: 24.0 ' C&C
Dist a: NA ft Loc. from endwall: NA 1:
NA GCpi: NA Wind
Duration: NA Lumber Top
chord 4x2 SP #
1
Dense :T1 4x2 SP #2 Dense: Bot chord 4x2 SP #2
Dense Webs 4x2 SP #3 Bracing
Sheathing is required for
any
longitudinal(drag) forces. All connections to be
designed by the building designer. Special Loads Lumber Our.
Fac =
1.00 /
Plate Our.Fac =1.00) TC: From 725 plf at
0.00 to 725 plf at 17.46 BC: From 10 pif at
0.00 to 10 plf at 17.46 Plating Notes All plates are
2X4 except
as noted. Plate Shift Table JT Plate
Chord JT Plate
Chord No Size Shift Bite No
Size Shift Bite 231 W6X6 3.75 R
2.75 (261 W6X6 2.50 R 2.75 1271 W2X4 O 2.50
Additional Notes 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. Truss must be
installed as
shown with top chord up. WARNING" REAI IMPORTANT" FURNISH THIS
Snow Criteria (
Pg,Prin PSF)
DeflICSI Criteria Maximum Reactions (lbs), or'=PLF Pg: NA Ct: NA CAT:
NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(
LL): 0.053 O 645 360 AC-877 / - / - /- /- / 175 Lu: NA Cs: NA VERT(
TL): 0.168 O 307 240 AC Min Brg Width Req = - Snow Duration: NA HORZ(LL):
0.009 N Bearing AC is a rigid surface. HORZ(TL): 0.020 N
Bearing AC requires a seat plate. Code / Misc Criteria Creep Factor.
2.0 Bldg Code: FBC 6lh.ed
201 Max TC CSI: 0.852 Members not listed have forces less than 375# TPI Sid: 2014 Max BC
CSI: 0.272 Maximum Top Chord Forces Per Ply (lbs) Rep Factors Used: No Max
Web CSI: 0.669 Chords Tens.Comp. Chords Tens. Comp. FT/RT:0(0y0(0)
L- M 2908 0 M- N 2908 0 Plate Type(s): WAVE VIEW
Ver. 17.02.
OtA.1114.21 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens.
Comp. S-R 0 -645 R-
O 0 -717 n- -• h P,rA H.
k GE
S•. o. 708 1
t7 •• \I
O' 1 1
con # SB„ON, AIV°, 01/
10/2018 ALL CONTRACTORS
INCLUDING THE INSTALLERS
as shown above and on
Maximum Web Forces Per Ply (
lbs) Webs Tens.Comp. Webs Tens.
Comp. A -AC 0- 549 M-
R 0 -1251 K- S 0- 557 R-
N 0- 2758 S-L 801 0 N-
O 914 0 L- R 0 -2769 0-
0 0 -594 Maximum Gable Forces Per Ply (
Ibs) Gables Tens.Comp. Gables Tens.
Comp. B -AB 0 -1056 F-
X 0 - 968 C -AA 0 -949 G-
V 0 -963 D-Z 0 -971 H-
U 0 -992 E-Y 0 -966 J-
T 0 -678 failure to build the In.
or The sula tIIIty
1,1111611.1, ALPINE m(
rwotnam 2400 Lake
Orange
Dr. Suite
150 Orlando FL. 32837
Job Number: 19073 Ply: 1 SEON. 593020 / T26 SY42
I
Cust• R408 JRef• 1W7H4080005
7497 - B /7497 - B -DAVID WEEKLY Oty. 1 FROM: CH DrwNo. 009.18.1339.21983
Truss Label: F7 I I KM / WHK 01/09=18
1.5"8 1 Y4"
15"8 11'l0"8
1'4"121" 1'4"
TYP)
a 3X4 102X4
A K
Z
Loading Criteria (psq Wind Criteria
TCLL: 40.00 Wind Std: NA
TCDL: 10.00 Speed: NA mph
BOLL: 0.00 Enclosure: NA
BCDL: 5.00 Category: NA
Des Ld: 55.00 Mean Height: NA ft
NCBCLL: 10.00 TCDL: NA psf
Soffit: 2.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0C&C Dist a: NA ft Loc.
from endwall: NA I:
NA GCpi: NA Wind
Duration: NA Lumber
Top
chord 4x2 SP #2 Dense Sot
chore) 4x2 SP #2 Dense Webs
4x2 SP #3 Bracing
Slieathing
is required for any longitudinal(drag) forces.
All connections to be designed by the building designer.
Plating
Notes All
plates are 1X3 except as noted. Additional
Notes 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. Truss
must be installed as shown with top chord up. L
Snow
Criteria (Pg,Pf In PSF) Deft/CSI Criteria Maximum Reactions (Ibs), or'=PLF Pg:
NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W V•
109 /- /- /- /- / 160 Pf: NA Ce: NA VERT(LL): 0.000 B 999 360 Lu:
NA Cs: NA VERT(TL): 0.000 B 999 240 V Min Brg Width Req = - Snow
Duration: NA HORZ(LL): 0.000 V - - Bearing V is a rigid surface. HORZ(
TL): 0.000 V Bearing V requires a seat plate. Code
I Misc Criteria Creep Factor. 2.0 Bldg
Code: FBC 6th.ed 201 Max TC CSI: 0.104 Members not listed have forces less than 375# TPI
Std: 2014 Max BC CSI: 0.021 Rep
Factors Used: Yes Max Web CSI: 0.031 FT/
RT:0(0y0(0) Plate
Type(s): VIEW
Ver. 17.02.01A.1114.21 WAVE0.
708 1 X E
SAY O iAt.
ate j
COA s$
L
01/
10/2018 WARNING"
READ AND FOLLOW ALL NOTES ON THIS ORAWINGI IMPORTANT"
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS fsses
rre 8p ire extre[na care in fa d tine h Cldlirg shipping. installing and bracin Refer to and fellow Che latest a itiGn of BCSI /Buildin mponenfafetyInformfio;, by TPI ana S GA) tb) safpety {ractices prior to performing these functions. Installsr5 sha11 prCvide tertl Ora IcingperCSI. Unless noted otherwise top chord shall hfive proper)v attached structural shgatninq and boCCort Chord gal eve a ro aAy ached
n ggtd ceilin t Locations shown roF Dennanent lateral restraint of webs shall have bracincuns tied per SCSI sections 3, 87 or 810, epplicaala.
Ap 7y plates to ach face of truss and position as shown above and on the Join etails, unless noted otherwise. Refer co ALPINE swings1A- "fSfsCandaid pP(atepositions. tine,
a division of ITW Buitainf1cseli
mnQr
t Grou InC. shall rqt be re siple for an deviation from this drawinq a failure to build the ss
in hoof nuance wdh A l S..nfor handlinsL shi ping, installatidn and bracing yQf WssesA gsal on thl drawiXg or over page2400 Leke t3range Orng thitlOrawlnIndicattesnce0fuitablitydgseofthis iawin9 (orcture is the responsibllit of the Bulks rig Oesigder per ANS PI 1 SSc.Z. Suite 150 moro Inbmieibn
see dill 0'e enerol mtes a end Nese weD site! ALPINE www el nelDv tom' TPI: www rist o SBCA: www.stW ndua oom ICC www kpefe afn Orlando FL, 32837
i
Job Number: 19073 Ply: 1 SEON: 593021 / T25 SY42 Cust: R408 JRef: 1W7H4080005
7497.8 /7497 - 6 -DAVID WEEKLY Qty: 1 FROM- CH DrwNo: 009.18.1341 23950
Truss Label: F8 KM / WHK 01/09/2018
3'78 '0"12 10'6"12
3'7"8 5" 6'6"
1'78
1'8"4 1'6"12 V6'12 -• — V6"12 —}-- 1'8" {
TYP)
121
012X44(1] 1113X84 013C6 3O a4X4f8] 103XF6 aSX ti 1X3'
T
E G
T
0
i
1
N M L J
aWX4 a3X4a3X4 K 3X43083X6
77"4 211'8 --{
101"12
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg.Pf in PSF) Deft/CSI Criteria Maximum Reactions (lbs)
TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT' NA PP Deflection in loc Udell Uk Loc R / U / Rw / Rh / RL / W
TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.054 H 705 360 N 202 / 244 / - / - / - / 7.3
SCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.158 H 388 240 K 1703 / - / - I - / - / 8.0
SCOL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.007 H - N Min Brg Width Req = 1.5
Des Ld: 55.00
EXP: NA HORZ(TL): 0.014 J - - K Min Brg Width Req = 1.5
ft Bearings N & K are a 9d surface. rigidNCBCLL: 10.00 Code / Misc Criteria Creep Factor. 2.0 n9
Soffit: 2.00
TCDL: NA psf
Mean Height NA
TCDL: NA psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.337 Bearings N & K require a seat plate.
Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2014 Max BC CSI: 0.167
Members not listed have forces less than 375k
Spacing: 24.0C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.446 Maximum
Top Chord Forces Per Ply (Ibs) Loc.
from endwall: NA FT/RT:0(0y0(0) Chords Tens.Comp. Chords Tens. Comp. I:
NA GCpi: NA Plate Type(s): Wind
Duration: NA WAVE VIEW Ver. 17.02.01A.1114.21 B - C 929 -172 E - F 2130 0 Lumber
C-
D 948 -170 F- G 2130 0 D -
E 969 -165 Top
chord 4x2 SP q2 Dense cot
chord 4x2 #2 Dense #3
Maximum Bot Chord Forces Per PI Ibs Webs4x2SPti'3 y ( ) Chords
Tens.Comp. Chords Tens. Comp. Plate
Shift Table N -
M 135 - 386 L - K 4 -1584 JT
Plate Chord JT Plate Chord M - L 170 -948 K - J 0 -971 No
Size Shift Bite No Size Shift Bite 11
W2X4 S 2.50 [ 81 W4X4 1.75 R 2.75 12)
W2X4 O 2.50 Maximum Web Forces Per Ply (Ibs) Webs
Tens.Comp. Webs Tens. Comp. Additional
Notes 041
See
detail STRBRIBR1014 for bracingand bridging N -
B 461 -665
E -
K 0 -1439 99B- M 62 -665 K- G 0 -1439 recommendations.
O-L 0 -481 G-J 1172 0 Deflection
estimate assumes composite action with Mirlwtrtttl/
rrryr L - E 922 0 H - J 0 - 557 single
layer of the appropriate span rated glue -nailed 1 n, wood
sheathing. Hn" 4*, Negativereaction(
s) of -2441/ MAX. from a non -wind y`y •+•••••.. " `/ ` loadcaserequiresupliftconnection. See Maximum Y •i• `CjE SF• • / Reactions. •• Trussmust
be installed as shown with top chord up. e• o. 708
1 s SAT O
COA r$
v ov10/2018
WARNING— READ
AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH
THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS fusses ire
extra(na care in fap p tinp h idlln shi pin , in%allin and bratJn11. Refer to Ind follow f Ie latest adlti n of SCSI (Building mponeen ofty. Information, by.TPI anC'j§ ) f r sale re noes poor to per 3 ing these ctions. Installers shal orovide tech r U brad g
per C I Unl ss noted o e e,top chord shall h9ve pro ert attached structural shgathin and bolt hord.§hall h v f0ry sttac iedfilldceiling. locations shown sfor permanent lateral rest( int f webs shall have brawnoinsialied per sections sections Ba3, ! or 1 as a
plica g gppT tat s to ach face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to draw 1
OA-Z 19PstrMard pale positions. ALPINE InId pine,
adivision of ITW 8uitain%seli mnento
GrpppInc, shall not be re;ponsible for any deviation from this drawing,an failure to build the µrrWO ssn M
rtnance with ANSIvea 92400 Lake Orange Or. ing thisrawingInri9tesneefproTessonarCnginringrpenslbillNseforthedespShovTn.he suitability Crse o this raw nforcturestheresnsibifotieuildnDeserANSVTPI1Sa2Suite150farmoreInformetbn see Ihls
b's eneral notes a end arose web sites ALPINE www al neltw oom TPI: www t oat o SBC www.abdndust .wm ICC: www lataele OKI Orlando FL, 32837
Job Number: 19073
I Ply. 1 I
SEON: 593052 / T34 SY42
I
Cust: R408 JRef• 1 W7H4080005
7497 - B /7497 - B -DAVID WEEKLY Oty: 1 FROM: RF DrwNo: 00918.1343.40727
Truss Label: F9 KM / WHK 01/09/2018
Loading Criteria (psf) I Wind Criteria
TCLL: 40.00 Wind Std: NA
TOOL: 10.00 Speed: NA mph
BCLL: 0.00 Enclosure: NA
BCOL: 5.00 Category: NA
EXP: NA
DDes Ld: 55.00Desd:: Mean Height: NA ft
00 TCOL: NA psf
Soffit: 2.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Top chord 4x2 SP #2 Dense
Sot chord 4x2 SP #2 Dense
Webs 4x2 SP #3
Plate Shift Table
JT Plate Chord JT Plate Chord
No Size Shift Site No Size Shift Site
11 W2X4 S 2.50 ( 41 W2X4 S 2.50
Hangers / Ties
J) Hanger Support Required. by others
Additional Notes
Deflection estimate assumes composite action with
single layer of the appropriate span rated glue -nailed
wood sheathing. i
Truss must be installed as shown with top chord up.
any
F3+-- 1,8.1U ^
3
TYP)
1112X44[1) = 4XX4 1112X4[4]
E
3X6
3'11 "4
Snow Criteria (Pg.Pf In PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W
Pf. NA Ce: NA VERT(LL): 0.009 B 999 360 E 631 / - / - / - / - / 7.3
Lu: NA Cs: NA VERT(TL): 0.015 B 999 240 D 727 /. / - / - / - / -
Snow Duration: NA HORZ(LL): 0.002 D - E Min Brg Width Req = 1.5
HORZ(TL): 0.003 D D Min Brg Width Req = -
Code I Misc Criteria Creep Factor. 2.0 Bearing E is a rigid surface.
Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.423 Bearing E requires a seat plate.
TPI Std: 2014 Max SC CSI: 0.247
Rep Factors Used: Yes Max Web CSI: 0.184 Members not listed have forces less than 375#
FT/RT:0(0y0(0) Maximum Bot Chord forces Per Ply (Ibs)
Chords Tens.Comp.
Plate Type(s):
WAVE VIEW Ver.17.02.01A.1114.21 E-D 665 0
Maximum Web forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A - E 185 - 375 B - D 0 - 730
E-8 0 -752 C-O 0 -565
eNep-
1,,GE
0.748 1
coA $NAL
01/10/2018
tLL CONTRACTORS INCLUDING THE INSTALLERS
in%allina and brac1'n99. Refer to 8nd follow the latest edition of BCSI (8uildin
actices prior to perto/fnIng these functions. Installers srhdalsl provide tern p re
properly attached syuctural sheatthiing and bottom chsectio s 83ja 'oror81 astt sshownf above hand) ontherJoilnTDestaailss. unlesss n ted otherwise. Refer to
npt be respponsible for any deviation from this drdwi.an failure to build the
Insttaallation and brad f trussesA sal on tthi dr wlX or over pigs
III ;.gpgin9gring M4ponsibo[lity solely toL(tig des gn shov n. he su taD ty
A IPLNE
mrrw OOWN.'
2400 Lake Orange Dr.
Suite 150
Orlando FL. 32837
Job Number: 19073 Ply. 1 SEON• 593022 I T8 SY42 I Cust. R408 JRef: 1W7H4080005
7497 - B /7497 - B -DAVID WEEKLY Oty: 1 FROM- CH DrwNo: 009.18.1343 41793
Truss Label: F9A I I KM / WHK 01/09/2018
Loading Criteria (psQ
TCLL: 40.00
TCOL: 10.00
BCLL: 0.00
BCOL: 5.00
Des Ld: 55.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.00
Spacing: 24.0
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
1: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense
Webs 4x2 SP #3
Plating Notes
All plates are 1X3 except as noted.
Additional Notes
Deflection estimate assumes composite action with
single layer of the appropriate span rated glue -nailed
wood sheathing.
Truss must be installed as shown with top chord up.
1'S'8 3'11*4
15:8 2T12
i'— 1.2.8 _' f i
E3 i 1'2*8 i 9.4 -
e
II, r 11
rrrrrrrrrra.
i T11*4
Snow Criteria (Pg.P(in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 6th.ed 201
TPI Sid: 2014
Rep Factors Used: Yes
FT/RT:0(0y0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL)• 0.000 B 999 360
VERT(TL): 0.000 B 999 240
HORZ(LL): -0 000 B - -
HORZ(TL): 0.000 B
Creep Factor. 2.0
Max TC CSI: 0.108
Max BC CSI: 0.022
Max Web CSI: 0.011
VIEW Ver. 17.02.01A.1114.21
01/10/2018
Maximum Reactions (lbs), or'=PLF
Loc R / U / Rw / Rh / RL / W
H 58 /- /- /- /- /7.3
H• 108 /- /- /- /- /40.0
H Min Brg Width Req = 1.5
H Min 8rg Width Req = -
Bearings H 8 H are a ngid surface.
Bearing H requires a seat plate.
Members not listed have forces less than 375#
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
russes requireextreme Care in fapricating, h ndlinq shipping, ingtalling and brat n9. Refer to and follow the latest editiCn of BCSI (Building mponent
gafgty Information, by TPI pn0 SgCA) tb) safety practices prior to pe o^nin these functions. Installers shall provide terFlporarnYY brdcmpderBCSI. Unl9ss noted oUlerwlie,top Chord Shall h9ve properly attached St ct I Shgatr}in t and bott rtl fiord gllall h vfl 8 attach8d
rigid ceilin . Locations shown forpennanent latgral restraint Of webs shall In ve cm Installed per BG I sections B3, B7 or ts10, d
aaw ^gs tt316a'A-Zgg', aar ard plate poscitio°^f stress and position as shown above and on the Join oetails, unless noted otherwise. (refer to ALPINE
AlpinQ,
a division of ITW B ril in m, o To Gr 11 Inc.
shell riot be rep porisible for any deviation from this drawinq,any failure to build the truss
in of nnanCe with AN3SI PI 1, or for handllriq shi pin , Ins allatidn and brad f trus sA eat on thi drawiA or ver peg 2400 Lake Orange Or. listingttsaGrwln Inds 9a es a y eotanee of rdTessp onal en in erin respor5slb lit r solely 1 or ha des]4gnhovln. 1 1te sultaollity and
ise of this rawin or an structures a res nsibllit a the ullding es g er per ANSIITPI 1 sec.. Suite 150 For
more Infortnetbn gee ws lob's general notes me and 0 a, oeb sites. ALPINE: www alaineitw tom: TPI- www.tdnst am; S80A: www.sbdndus wm: ICC www lonsre om Orlando FL. 32837
Job Number: 19073 Ply: 2 SEON: 593069 / T27 FLAT Cust: R408 JRef: 1W7H4080005
7497 - 817497 - B -DAVID WEEKLY pry: 1 FROM: CH DrwNo: 009.18.1343.42597
Truss Label: FGt KM / WHK 01/09/2018
2 Complete Trusses Required
3'3'S 60"14 92'3 12' 149'13 17'9"6 20'8'15 24'
3'35 2'9"9 3'1"5 2.9'13 2 9"13 2'11'9 2'11"9 3'3'1
4X4[10] 1112X4 114X6[30][301X65X84X4f15I5E64X4W4GADT2
HSir
I
T T
LX WVU T O P O N M L B3 Y Jr1112X44X810X121114X6(—)
1112X4 1
1111113 ') 1113 f32 III2X4( ')
III3
212' j 2'10" —
29' 3'6" 29'7 2'11-9 3'1'S 3'0"1 2'11'1 2'11.9
Y9' 61: 9'0.7 12' 15'1'5 1816 210'7 24'
Loading Criteria (psf) Wind Criteria
TCLL: 40.00 Wind Std: NA
TCOL: 10.00 Speed: NA mph
SCLL: 0.00 Enclosure: NA
SCOL: 5.00 Category: NA
Des Ld: 55.00
EXP: NA
Mean Height: NA ft
NCBCLL: 10.00 TCOL: NA psf
Soffit: 2.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 ' C&C Dist a: NA it
Loc. from endwall: NA
1: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord 2x4 SP #1 Dense :T2 2x4 SP #2 Dense:
Bot chord 2x6 SP SS :82 2x4 SP #2 Dense:
83 2x6 SP #2:
Webs 2x4 SP #3 :W2, WS 2x4 SP #2 Dense:
Nallnote
Nail Schedule:0.128"x3', min. nails
Top Chord: 1 Row @12.00' o.c.
Bot Chord: 1 Row @12.00* o.c.
Webs : 1 Row @ 4"o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
Lumber Dur.Fac.=1.00 / Plate Our.Fac.=1.00)
TC: From 100 plf at 0.00 to 100 plf at 24.00
BC: From 10 plf at 0.00 to 10 plf at 24.00
TC: 727 lb Conc. Load at 6.40
PLB: 700 Ib Conc. Load at (3.00, 8.71), (6.00,8.71)
Plating Notes
All plates are 3X4 except as noted.
3 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Snow Criteria (Pg.Pf In PSF) Def fCSI Criteria
Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/#
Pf: NA Ce: NA VERT(LL): 0.511 D 493 360
Lu. NA Cs: NA VERT(TL): 0.895 D 359 240
Snow Duration: NA HORZ(LL): 0.070 A - -
HORZ(TL): 0.096 A
Code / Misc Criteria Creep Factor. 2.0
Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.951
TPI Std: 2014 Max BC CSI: 0.820
Rep Factors Used: Yes Max Web CSI: 0.975
FT/RT:0(0y0(0)
Plate Type(s):
VIEW Ver. 17.02.01A.1114.21WAVE
Purllns
The TC of this truss shall be braced with attached
spans at 24' oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
Laterally brace SC above filler @ 24. O.C. (or as
designed )Including a brace on BC directly above
both ends of filler(if no rigid diaphragm exists at
that point)
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
X 2740 /- /- /- /- /6.0
Y 2026 /- /- /- /- /8.0
X Min Brg Width Req = 1.6
Y Min Brg Width Req = 1.5
Bearings X & Y are a rigid surface
Bearing Y requires a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A-B 0 -3679 E-F 0 -5015
B- C 0 -5934 F- G 0 -3803
C- O 0 -6004 G- H 0 -1990
D-E 0-5015
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
V- T 3941 0 O- N 5987 0
T- R 3927 0 N- M 3961 0
R- O 3941 0 M- L 2201 0
0-0 60D4 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Como. Webs Tens. Como.
A-X 0-1276 N-F 1112 0
A- V 3841 0 F- M 0 545
V- B 0- 897 M- G 1702 0
B-O 2118 0 G-L 0 724
O- C 0- 461 L- H 1929 0
D- N 70 -1027 H- K 0 899
Plate Shift Table 'too'tooA yr : Q
JT Plate Chord JT Plate Chord •• ,•`y
No Size Shift Bite No Size Shift Blte•, ••• r
101
W4X6
2.25 R
1.50
25 (151 W4X4 1.75 R 1.25 ss •""" 1`
coA ONAI„a•
1
01/10/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAW INGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
cusses reay Ire ex reme care in fa ricating hh LLttdlins sh. pin , ingtalling and braC'ns. Refer to nd follow the latest editin of BCSI (Buildsng mponenta$
f ty Information, TPI pnq S CA) fiSP safety $radices prior to pert'omting these functions. Installers shall provide tech orarY bracing
per G] I
ss noted o erwi e,top chord shall %five poeAY attached structural shgat%inq and bott%r hord gnaw havfl a irooefly attachedrig@ceilingq. p o tions s III or permanent lateral restraint of webs shall have bracin installed per BC lotions; 83, 87 or B1U as
applica O A T tat to ach face of truss and position as shown above and on the Join etails, unless no therwise. Defer to ALPINE
drawings1A-08Ps Was pate positions. RAI
pnQ,
a diision of ITW Building omponents G }rp Inc. shall npt be re ponsi¢le for env deviation from this drdwinganv failure to build the ,,,R,ss
in of rance withANSI/T 11, orr pag lli 2g00 Lake Orange Or. ngthitlGrawinindicatsacceptanceoproTesstonarenineerin9reponsibilitysolelyrthedesrnhoMin.he Suite ty useofthis iawing for any structure is the responsiblllt ot the 6uild ng Desigrfer perANSUTPI 1 SSc.. Suite 150 for
more Intormatbn gee Nls D'a enerel rates a end roses wee auea: ALPINE: www.et neliw.aom• TPi www t nst.o • 56CA, www.sbctn0usi tam• ICC: www.lOpe/e ORR Orlando FL, 32937
Job Number: 19073 Ply. 1 SEON: 593065 / T19 FLAT I Cust: R408 JRef: 1W71-14080005
7497 - B /7497 - B -DAVID WEEKLY Oty: 1 FROM: RF OrwNo: 009.18.1343.49553
Truss Label: FG2 I I KM I WHK 01/09/2018
Loading Criteria (psf)
TCLL: 40.00
TCDL: 10.00
SCLL: 0.00
BCDL: 5.00
Des Ld: 55.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.00
Spacing: 24.0 "
2'0"1 1 4'5"15 616"
2'0"1 12'5"13 ifZVI
IIIAX4 3X6E4J 3XC6M 1112X44
T
1
19 G F E
1112X4 1112X4
m4X6[3) m4X6[10]
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA it
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
1713 2'0"13 279
4"1
2'2"9 4'3"7 6'6"
q4"1
Snow Criteria (Pg.Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration. NA
Code / Misc Criteria
Bldg Code: FBC 6th.ed 201
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:0(0y0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/II
VERT(LL): 0.051 G 999 360
VERT(TL): 0.089 G 999 240
HORZ(LL): 0.018 E - -
HORZ(TL): 0.025 E
Creep Factor. 2.0
Max TC CSI: 0.729
Max BC CSI: 0.764
Max Web CSI: 0.809
VIEW Ver. 17.02.01A.1114.21
Lumber
Top chord 2x6 SP #2
Bot chord 2x4 SP #1 Dense
Webs 2x4 SP #3
Plate Shift Table
JT Plate Chord JT Plate Chord
No Size Shift Bite No Size Shift Site
3] W4X6 1.75 L 2.50 ( 4] W3X6 2.25 R 1.25
7] W3X6 2.25 L 1.25 (10] W4X6 2.25 R 2.25
Puriins
The TC of this truss shall be braced with attached
spans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
0. 7108
COA#Wg
01/10/2018
IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
ouire extreme care in fabricalino. handlino. shiooino. installina and bracing. Refer to and follow the latest e
of
any
on
Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
H 2271 /- /- /- /- /4.0
E 1706 /- /- /- /- /4.0
H Min Brg Width Req = 2.3
E Min Brg Width Req = 1.7
Bearings H 8 E are a rigid surface.
Members not listed have forces less than 375/t
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -3046
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
H- G 3051 0 F- E 3047 0
G - F 3046 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A-H 0 -810 C-E 0 -3337
H - 8 0 -3335
of
failure to build the
nI or The suVAe llity
ALPINE
mrrw WnIMrY
2400 Lake Orange Or
Suite 1 so
Orlando FL. 32837
Job Number: 19073 Ply 1 SEON: 592993 / T15 EJAC
I Cust: R408 JRef,. IW7H4080006
7497 - B 17497 - B -DAVID WEEKLY Oty: 6 FROM: RF OrwNo: 009.18.1343 58000
Truss Label: EJ7 I I KM / WHK 011=2018
C
12
6 p
o
uj
in
u
v
B
A
2X4/A11
D
1,4„
7,
7-
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Sid: ASCE 7-10
TCOL: 7.00 Speed: 139 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
Des Ld: 37.00
EXP: B
Mean Height: 22.43 ft
NCBCLL: 10.00 TCOL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 20 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Snow Criteria (Pg.Pf In PSF) Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/#
Pf: NA Ce, NA VERT(LL), NA
Lu: NA Cs: NA VERT(TL): NA
Snow Duration: NA HORZ(LL): 0.013 0
HORZ(TL): 0.023 0
Code / Mlsc Criteria Creep Factor. 2.0
Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.598
TPI Sid: 2014 Max BC CSI: 0 455
Rep Factors Used: Yes Max Web CSI: 0.000
FT/RT:0(0y0(0)
Plate Type(s):
VIEW Ver. 17.02.01A.1114.21WAVE
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2)16d common(0.162'x3.5') toe -nails at top chord.
Provide (2) 16d common(0.162'x3.5') toe -nails at bottom chord.
01/10/2018
V ALL NOTES ON THIS DRAWINGI
ALL CONTRACTORS INCLUDING 1
in%alling and brat n Refer to 8ruraalcespriortopetomingthesefur
a propperly attache structural shgathi
estrainI Of w bs s all have brae ri9 it
as shown above and on the JOinCD
Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
B 360 / 62 / 220 / - / 126 / 4.0
D 127 /- /84 /- /- /1.5
C 169 /82 /67 /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
INSTALLtERS
is hthetoilestt edill Ccn ofdBeStle(Buiwing
nd bottp chorgd gnall hg3vQ arhpo eryadnlersrnoltedotherwse.B7Rpefer tong
failure to build the
nor W.Nultllity
A PLINE
irmvaaerun
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number: 19073 Ply. 1 SEON: 592964 / T14 JACK Cust: R408 JRef: 1W7144080005
I7497 - B /7497 - B -DAVID WEEKLY Oty: 4 FROM: RF D=o: 009.18.1343.57000
Truss Label: CA I I KM / WHK 01/09/2018
4"3
1
0
Loading Criteria (psq Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCOL: 7.00 Speed: 139 mph
SCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
Des Ld: 37.00
EXP: B
Mean Height 20.93 it
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/
Spacing: 24.0' C&C Dist a. 3.00 It
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Sot chord 2x4 SP #2 Dense
12
C6
coCDZF T
LO
r,
i
X4(A1)
1'4"
1'
1'
2
Snow Criteria (Pq.Ptln PSF) Def11CSI Criteria
Pg: NA Ct: NA CAT: N PP Deflection in loc Udefl U#
Pf: NA Ce: NA VERT(LL): NA
Lu: NA Cs: NA VERT(TL): NA
Snow Duration: NA HORZ(LL): -0.000 D
HORZ(TL): 0.000 D
Code / Misc Criteria Creep Factor. 2.0
Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.198
TPI Std: 2014 Max BC CSI: 0.025
Rep Factors Used: Yes Max web CSI: 0.000
FT/RT:0(0y0(0)
Plate Type(s):
VIEW Ver. 17.02.01A.1114.21WAVE
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 16d common(0.162'x3.5') toe -nails at lop chord.
Provide (2)16d common(0.162'x3.5') toe -nails at bottom chord.
0. 708 1
S
con s ONAI
01/10/2018
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL W
B 201 / 57 / 137 / - / 33 4.0
D 9 /10 /15 /- /- 1.5
C -36 /36 /24 /- /- 1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
a Iraq exUeme care in fa ri tinp, tt 4dl'u shiGpi installing and bracing.. Refer to nd follow the latest edi onrSo f SCSI B111 rgty Information, by Tt pna sl cA; fb sa(ecv Pctices prior to perforFnmg thes functions. Installers shall pall ide tto pI. Unless noted o erwise,top chord shall hfive ropedv attacheg structural sh atthhing and bott2rtt C srdecbomns 83, B id ceilingg. Locations shown floor permanent latgral res Int 0f webs s all have bracingq ins7. led per BCS
e. AooTv olates to each face of truss and oosition as shown above and on the JoinCDetails. unless noted otherwise. (tefer to
R ine, adivision of ITW BUitd1'ngComponSMs Grr00yp InC. sh#II nQt be ragponsrble for any aviation from this drdwi an failure to build the ss
in fgnfOrtnance with Agr coverpagg,sthisrawinindlcesaccenceftphroTessionaTaetnY9lnierin6greponslbllitrfvsolfor I1a desSlaSn shown. TheSita ilityd ise othiscawingoranysructureseresponslblliotheulldngDesigerpeANSUTPI1c.2. ALPINE w
mvaa+
wm 2400 Lake
Orange Dr. Suite 150
Orlando FL,
32837
Job Number: 19073 Ply. 1 SEON: 592WS / T40 JACK Cuss: R408 JRef• 1W71-14080005 .I7497 - 8 /7497 - 8 -DAVID WEEKLY Oty: 2 FROM: CH I DrwNo: 00918.1343.58480
Truss Label: CJIA I I KM / WHK 01/09/2018
4"3
1
12
C6F%
Fi
O V)
1'4"
1'
1'
Loading Criteria (pst) Wind Criteria Snow Criteria (Pg.Pf In PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL W
TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): NA 8 191 / 61 / 144 / - / 33 3.5
8CLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 10 / 10 / 15 / - / - 1.5
Risk Category: IIBCOL: 10.00 R Snow Duration: NA HORZ(LL): -0.000 O - - C -36 / 37 / 25 / - / - 1.5
Des Ld: 37.00
EXP' B HORZ(TL): 0.000 D Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height 20.93 ft Code / Misc Criteria Creep Factor. 2.0 8 Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: .psf
BCOL: 5.0 psf Bldg Code: FBC 6thed 201 Max TC CSI: 0.198 O Min Brg Width Req = -
Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.025 C Min Brg Width Req = -
Bearing B is a rigid surface.
Spacing: 24.0CSC Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Loc.
from endwall• Any FT/RT:0(0y0(0) Members not listed have forces less than 375# GCpi:
0.18 Plate Type(s): Wind
Duration: 1.60 WAVE VIEW Ver. 17.02.01A.1114.21 Lumber
Top
chord 2x4 SP #2 Dense Bot
chord 2x4 SP #2 Dense Wind
Wind
loads based on MWFRS with additional CSC member
design. Left
cantilever is exposed to wind Additional
Notes Provide (
2)16d common(0.162'x3.5') toe -nails at top chord. Provide (
2)16d common(0.162'x3.5') toe -nails at bottom chord. IMPORT
any
ALL
as
01/
10/2018 INCLUDING
THE INSTALLERS I.
Refer to and fellow the lasest e9ition of BCSI (Buildin mir1
these ftrn Lions. Instal er5 5 aII provide terFl ora ictral
shgathin and bottortl4hord Sall h2v@ a ro0e Y lavebracingg ins talledper BC51 s8ctions 81 B7 or a13 ontheJoinCDetails, unless noted otherwise. Refer to r
any deviation from this dTwi an failure to build the iftrussAeaIonidirtoroverpaglllrZsbjlity_so ely Iorj0 9s n shown. he sulfa ry A
IPL NE2400
Lake Orange Dr. Suite
150 Orlando
FL,32937
Job Number: 19073 Ply: 1 SEON: 592988 / T13 JACK Cust: R408 JRef: 1W7H4080005
7497 - 8 /7497 - 8 -DAVID WEEKLY Oty. 4 FROM: RF OrwNo• 009 16 1344.03820
Truss Label: CJ3 I I I KM / WHK 01/09/2018
Loading Criteria (ps0
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
SCOL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0'
T
L
3'
it3'
Wind Criteria Snow Criteria (Pg.Pfin PSF) Def11CSl Criteria
Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT- NA PP Deflection in loc L/defl L/#
Speed: 139 mph Pf: NA Ce: NA VERT(LL): NA
Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA
Risk Category: II Snow Duration: NA HORZ(LL): 0.001 O
EXP• B HORZ(TL): 0.001 D
Mean Height. 21.43 ft
Code I Misc Criteria Creep Factor. 2.0TCDL: 4.2 psf
BCDL:.0 psf5 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.225
MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max SC CSI: 0.068
CSC Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000
Loc. from endwall: Any FT/RT:0(0)/0(0)
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Ver. 17.02.01A.1114.21
Lumber
Top chord 2x4 SP #2 Dense
Sot chord 2x4 SP #2 Dense
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2)16d common(0.162'x3.5') toe -nails at top chord.
Provide (2) 16d common(0.162'x3.5') toe -nails at bottom chord.
AGE 3F
o. 7,08 1 /
3z 1
con Ids ONA1 a
01/10/2018
waillit1
1
to
CV
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 222 /46 /141 /- /63 /4.0
D 50 /- /36 /- /- /1.5
C 59 /28 /20 /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
0 Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
apuire ty.1, [0ne care in fa rigtinp, 11 ndlirg shi pin , ingtalling and brac'n9. Refer to nd follow the latest editi n of BCSI (BuildindSafgtyInformation, by TPI ana S CA; tb sa(%% practices prior to pe ormi theseuncbons. Installers shall terh ranS 1
r +GCaS1. Unless noted olherm e,top chord shall h8ve properly attached structt , I sheathin t1 and bottom Chord sn II hhaay@ a ro4eAv
aid ceilingg. Locations shown for nnanent lateral restraint of webs shall have bracingg insTalled per BCSI sQcdons B3, 87 or e1tT, 31eg. A T let s to ach face ot truss and position as shown above and on the JoineDetails, unless noted otherwise. Refer to
60A-ZI14PsWard plate positions.
a division of
any
failure to build the
I or
nThe suitability ALPINE
NEMffWC
aaa 2400
Lake Orange Dr. Suite
150 Orlando
FL, 32837
Job Number: 19073
I Ply: 1 I
SEON: 592987 / T36 JACK
I
Cust: R408 JRef. 1 W7H4080005
7497 - B /7497 - B -DAVID WEEKLY Oty. 2 FROM: CH OrwNo: 009.18.1344.04807
Truss Label: CJ3A KM / WHK 01/09/2018
Loading Criteria (psf)
TCLL: 20.00
TCOL: 7.00
BCLL: 0.00
SCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 '
Ci
M
O
u7
etri
T(
V
A
2X4(A1)
D
1 '4" 3,
Wind Criteria Snow Criteria (Pg.Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs)
Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell LNt Loc R / U / Rw / Rh / RL / W
B 224 / 46 / 142 / - / 63 / 3.5Speed: 139 mph Pf: NA Ce: NA VERT(LL): NA
Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 50 /- / 36 / - / - / 1.5
Risk Category: II Snow Duration: NA HORZ(LL): 0 001 D C 58 / 28 / 19 / - / - / 1.5
EXP. B HORZ(TL): 0.001 O Wind reactions based on MWFRS
CodeI Mlsc Criteria
Mean Height: 21.43 It
Creep Factor. 2.0 B Min Brg Width Reg = 1.5
TCDL: 4.2 psf
BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.225 D Min Brg Width Reg = -
MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max SC CSI: 0.067 C Min Brg Width Reg =
Bearing B is a rigid surface.
CSC Dist a 3 00 It Rep Factors Used: Yes Max Web CSI: 0.000
Loc. from endwall: Any FT/RT:0(0y0(0) Members not listed have forces less than 375k
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Ver. 17.02.01A.1114.21
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left cantilever is exposed to wind
Additional Notes
Provide (2)16d common(0.162'x3.5') toe -nails at top chord.
Provide (2) 16d common(0.162 x3.5') toe -nails at bottom chord.
ALL
as
00 r11 H.
N= E \
r
COA Sorua.
01/10/2018
t
S ON THIS DRAWINGI
ACTORS INCLUDING THE INSTALLERS
1d bra9pq. Refer to 8nd flow the latest edr0pn of SCSI Building
to perrorming these fu ons. Installers shall provide to porani
ached structural shgathing and bottortl
sections
Shave 7 porooeAAAOy IbsshallhavebracingInstalledperSC83Betove
and on the JoinfDetails, unless noted otherwise. Refer to his
drradwi an failure to build the on
thlf d iXg or over Le
p
gllity desnshogn. he a A
IPL NEmrrwc
rarrrr 2400
Lake Orange Dr. Suite
150 Orlando
FL. 32837
Job Number: 19073 Ply: 1 SEON: 592988 / T12 JACK Cust: R408 JRef: 1W7H4080005
7497 - 817497 - 8 -DAVID WEEKLY City. 4 FROM: RF DrwNo• 009.18.1344.05677
Truss Label: CJ5 I I KM / WHK 01/09/2018
N
1 4•
5'
5'
Loading Criteria (ps0 Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 139 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
Des Ld: 37.00
EXP: B
Mean Height 21.93 R
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 • CSC Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 20 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Snow Criteria (Pg.Pf In PSF) Defl1CSI Criteria
Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/p
Pf: NA Ce: NA VERT(LL): NA
Lu: NA Cs: NA VERT(TL): NA
Snow Duration: NA HORZ(LL): 0.004 D
HORZ(TL): 0.007 D
Code I Misc Criteria Creep Factor. 2.0
Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.264
TPI Sid: 2014 Max BC CSI: 0.223
Rep Factors Used: Yes Max Web CSI: 0.000
FT/RT.0(0y0(0)
Plate Type(s):
WAVE VIEW Ver. 17.02.01A.1114.21
Wind
Wind bads based on MWFRS with additional CSC
member design.
Additional Notes
Provide (2)16d common(0.162•x3.5') toe -nails at top chord.
Provide (2) 16d common(0.I62•x3.5•) toe -nails at bottom chord.
ALL
as
off SAT O •
con ONA
01/10/2018
C
V e
u7
M
Maximum Reactions (lbs)
Loc R /U /Rw /Rh /RL /W
B 288 / 53 / 179 / - / 94 / 4.0
D 89 /- /58 /- /- /1.5
C 116 /55 /45 /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing 8 is a rigid surface.
Members not listed have forces less than 37511
INCLUDING THE INSTALLERS
Refer to nd fpllow he latest editin of PCSI Buildin mI
these ft ncbons. Installers shahprpvide to po rauctral
sheatinq and bolt2rtl Chors gllall v a pro ey have
bracing inSTalled per BGSI sections B3 7 or 1 on
the JoinCDetails, unless noted otherwise. Refer to failure
to build the n
r $te su gtllity ALPINE
NEM(
FWC .m 2400
Lake Orange Dr. Suite
150 Orlando
FL. 32837
Job Number:
7497.8 /7497' 8 -DAVID WEEKLY I Oty. 2 I FROM. CH
9 / T37 JACK
I KDrwNo4 t8Ref01 / 0080005TrussLabel: CJ5A
C
12
6 p
C.)
o
fV
N
B
T,
1
A
22X4(A1)
I
D
1,4„
5'
5'
Loading Criteria (psf) Wind Criteria
TCLL: 2000 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 139 mph
SCLL: 0.00 Enclosure: Closed
SCOL: 10.00 Risk Category: II
Des Ld: 37.00
EXP: 8
Mean Height: 21.93 it
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit: 2.00 BCOL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3.00 fl
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Sot chord 2x4 SP #2 Dense
Wind
Wind loads based on MWFRS with additional C&C
member design.
Lek cantilever is exposed to wind
Snow Criteria (Pg.Pf In PSF) Deft/CSI Criteria Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W
B 290 153 / 179 / - / 94 / 3.5Pf: NA Ce: NA VERT(LL): NA
Lu: NA Cs: NA VERT(TL): NA D 88 / - / 58 / - / - / 1.5
Snow Duration: NA HORZ(LL): 0.004 D C 115 / 55 / 44 I - / - / 1.5
HORZ(TL): 0.007 D
Creep Factor. 2.0
Wind reactions based on MWFRS
B Min 8rg Width Req = 1.5Code / Misc Criteria
Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.261 D Min Brg Width Req = -
TPI Std: 2014 Max SC CSI: 0.222 C Min Srg Width Req = -
Rep Factors Used: Yes Max Web CSI: 0.000 Bearing 8 is a rigid surface.
FT/RT:0(0y0(0) Members not listed have forces less than 375#
Plate Type(s):
VIEW Ver. 17.02.01A.1114.21WAVE
Additional Notes
Provide (2)16d common(0.162'x3.5") toe -nails at top chord.
Provide (2)16d common(0.162"x3.5") toe -nails at bottom chord.
IMPORTANT" ALL
as
01/10/2018
INCLUDING THE INSTALLERS
3. Refer to nd fellow the latest edition of SCSI Buildin
ming theseafunctions. Installers shall pnrovide to porar
a
uctural shgathin9g and boltQrt Nord grail haves prooeA-y
have braclncc inslalled per BC9I sections 83 87 or 8t0
on the Joint Details, unless noted otherwise. Refer to
rc any deviation from this drdwi an failure to build the
cinq f (russ0sA seal on thi d iXg or over puRtiliintysolelyfor (die QgsI n shown. he surca ty
A IPLNE
m(rWoOAtl Nr
2400 Lake Orange Dr
Suite 150
Orlando FL, 32837
Job Number: 19073 Ply. I Cust:
7497 - B 17497 - B DAVID WEEKLY I Oty: 2 I FROM: RFC / T18 HIP
I Dr o 4WHKt8.13f4011 920 005
ITrussLabel: HJ7
Loading Criteria (pso
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
5'4"5 9110"1
5'4"5 45"11
0
12
pp-4.24 so c4
Q
B
TP3y A
r= 7Ydr a 11
G FE
1112X4 = 3X4
1'10"10
5'2"9 4'1 "9 5"1
579 9'4'2 9'1 "1
Wind Criteria
Wind Std: ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: II
EXP: 8
Mean Height 22.42 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
So( chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Special Loads
Lumber Dur.Fac =1.25 / Plate Our.Fac.=1.25)
TC: From 0 plf at A.89 to 55 plf at 0.00
TC: From 2 plf at 0.00 to 2 plf at 9.84
SC: From 0 plf at -1.89 to 4 plf at 0.00
BC: From 2 plf at 0.00 to 2 plf at 9.84
TC: -22 lb Conc. Load at 1.41
TC: 118 lb Conc. Load at 4.24
TC: 232 lb Conc. Load at 7.07
BC: 17 lb Conc. Load at 1.41
BC: 100 lb Conc. Load at 4.24
BC: 177 lb Conc. Load at 7.07
Wind
Wind loads and reactions based on MWFRS.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 6th.ed 201
TPI Sid: 2014
Rep Factors Used: Yes
FT/RT:0(0)/0(0)
Plate Type(s):
WAVE
Additional Notes
Provide (2)16d common(0.162"x3.5") toe -nails at top chord.
Provide (3)16d common(0.162"x3.5") toe -nails at bottom chord.
Defl/CSI Criteria
PP Deflection in loc Lldefl L/#
VERT(LL): 0.021 G 999 240
VERT(TL): 0.057 G 999 180
HORZ(LL): 0.005 F -
HORZ(TL): 0.009 F
Creep Factor. 2.0
Max TC CSI: 0 475
Max SC CSI: 0 591
Max Web CSI: 0.324
VIEW Ver. 17.02.01A.1114.21
01/10/2018
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 318 /145 /- /- /- /4.9
E 328 /65 /- /- /- /1.5
D 71 /24 /- /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
E Min Brg Width Req = -
D Min Brg Width Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B-C 194 -694
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - G 654 -166 G - F 642 -166
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C - F 183 - 705
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
russes req Ire extremtne care in fa ri ting, h ndlin9, shiepi installin and brac'nq Refer to 8nd follow the latest editi no SCSI (Buildinmponen[ugafgty Imonnaiion, TPI pna S CA) fbr sa etvractices dor to perf'ortninS these functions. Ins all r5 shal prowde terhpora
bracing oar OIL Unless noted bovlf erwl e,top chord shall h9ve properly attached structl ral Shgatthhir 7 and bottom hone gnarl havfl a Pro erA v
attach80 rigid ceiling Locations shownr mlanent latgral restraint of webs shall have bracing mslalled per BCI sections B3, 87 or 810
as appligb l@@ qqpp.p,,y pplalggs to Bach face, of Wss and position as shown above and on the JoinCOefails, unless no othervvise. Refer to
ALPINEdrawings1ti0A-ZTt)fslarldard plate positions.
AI in , a division of ITW B itdd11' m vents Gro c InC shall t be responsi le for an deviation from this drawing,an failure to build the mfrwatrussInofnuancewithAN51I1PoforhanalirriqshippingnyyIlatidnabracinityofwssBsA8alonthidr8wirlgoroverpag92400LakeOrangeDrlistingthisSrwingInaleaesaeceptaneeofpro%ssiPonal en angering re ponsibllit solely Tor the des n shoviTn. he suftabllity
and use of this aiswingor any structure is the responsibllit oTthe Bulld ng Oasigrfer per ANSUTPI 1c.2. Suite 150
for more Inbrtnetbn see lfe! bb's oeneral notes Dees end These web sites: ALPINE: www.eldnNlw.cem. TPI, www iamt ore: SBCA: www.abdnoustrv.aom: ICC: www kdeteAM Orlando FL, 32937
Job Number: 19073 Ply: 1 SEON. 592991 / T29 HIP_ Cust• R408 JRef• 1W7H4080005
7497 - 8 f7497 - B -DAVID WEEKLY Oty. 1 FROM: CH DnvNo. 009.18.1344.22140
Truss Label: HJ7A I I I KM / WHK 01/09/2018
Loading Criteria (psq
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
63"5 9'10"1
5'3"5 4'6"11
12 \ 2X44.24 p C
v
b) fe
0
B
Tni
A
f E
9Yd/d 11 \ 9Yd
U8'S"13
f^ 1'10'10
8'7"14 1'2"2
8'7"14 9'10"1
Wind Criteria
Wind Std: ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: It
EXP: B
Mean Height 22.42 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 it
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Sot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Special Loads
Lumber Our.Fac.=1.25 / Plate Our.Fac.=1.25)
TC: From 0 plf at -1.89 to 55 plf at 000
TC: From 2 plf at 0.00 to 2 plf at 9.84
BC: From 0 plf at -1.89 to 4 plf at 0.00
BC: From 2 plf at 0.00 to 2 plf at 984
TC: -15 lb Conc. Load at 1.41
TC: 116 lb Conc. Load at 4.24
TC: 231 lb Conc. Load at 7.07
BC: 19 lb Conc. Load at 1.41
BC: 99 lb Conc. Load at 4.24
SC: 177 lb Conc. Load at 7.07
Wind
Wind loads and reactions based on MWFRS.
Left cantilever is exposed to wind
Snow Criteria (Pg.Pf In PSF)
Pg: NA Ct: NA CAT: N)
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 6th.ed 201
TPI Std: 2014
Rep Factors Used: Yes
FT/RT•0(0)/0(0)
Plate Type(s):
WAVE
Additional Notes
Negative reaction(s) of -216# MAX. from a non -wind
load case requires uplift connection. See Maximum
Reactions.
Provide (2)16d common(0.162"x3.5") toe -nails at top chord.
Provide (2) 16d common(0.162"x3.5') toe -nails at bottom chord.
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.009 F 999 240
VERT(TL): 0.043 F 999 180
HORZ(LL): 0.004 F -
HORZ(TL): 0.011 F
Creep Factor. 2.0
Max TC CSI: 0.415
Max SC CSI: 0.692
Max Web CSI: 0.062
VIEW Ver. 17.02 01A.1114.21
01/10/2018
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
8 258 /143 /- /- /- /4.9
F 633 /65 I- /- /- /5.7
E -216 /216 /- /- /- /1.5
D 74 /24 /- /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Reg = 1.5
F Min Brg Width Reg = 1.5
E Min Brg Width Reg = -
D Min Brg Width Reg = -
Bearings B 8 F are a rigid surface.
Members not listed have forces less than 375#
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C-F 175 -414
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
q ire extre[ne care in fa ri tin9, h ndling, ship rn , in tallin and brac1'n9. Refer to nd follow the latest edI n of BCSI (Builds
aof ty Information, TPI pnd S CA) fbr satepty ractices poor to pertormirW these8funcUons. Installers shall provide tech ra
Unless noted oerwl e,topep chord shall have properiY attached structtfral sheathing and bolt2rtl fiord grail haveproGer1 v
Id ceqliinpgv. p otceastioo ss s fan truss neat lateral restraint 6f webs shall have bracing installed per 8C 1 sections B3, Bg or 810
60A-ZpO ysp and plate positions. and position as shown above and on the Join etails, unless noted otherwise. kefer to
of
any
his d win ,a failure to build the
e 0 $ nr 1ho2 or The Z18tility
ALPINENE
McWQ
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Gable Stud Reinforcement Detail
ASCE 7-101 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00
On 120 mph Vbtd Speed, 30' Mean Helpht, Partially Endosed Exposwe C. Krt = 1,110
On 120 mph Vbld Speed, 30' Noun Haight, Enclosed, Exposure D, Kzt a LOD
On 100 mph wind sowed. 30' Mean NrIcht. Portially Enclose& Exposure D. Kzt 1D0
S
x4 Brace
Gable Vertkal
paring Spades Grakda"N,,
No
Braces
C1) lx4 'L' Brace D 2x4 'L' Brace W 2x4 'L' Bruce sm W 24 'L' Brace s m 2x6 'L' lb -ace wa
Group A Group H Group A Group B Group A Grob B Group A Group H Group A Group B
U
O
a
U
S P F
H F
Y1 / 02 4' 1' 6' 11' 7' re' 2' Ir 6' 9191 10, 2' 12, MY 13' 4' 14' 0' 14' 0'
13 3' 10' 6' 2' 6' 7' a, 1' Ir 5' 9' e' MY 0' 12, Ir 13. 2' 14' B' 14' 0'
Stud 3' IV 6' 2' 6' 6' 8' 11 8' 51 9' 8' 10' 0' Ir 8' 13' 2' 14' 0' 14' V
Standardp4'5*
S P
D F L
V V 7' 30 W 3' 8' 7' 9' 0' MY 3' 13' o• 3' 6' 14' 0' 14' D'
02 6' 11' 7' a' 8' 2' 8' 6' 9' 9' MY 2' 12' 10' 13' 4' 14' 0' 14' 0'
13 5' 7' 5' 111 7' 5' 7' a. 9' e' 10, 1' 11' 7' 12, 5' 14' V 14' D•
Stud 5' 7' S' u' 7' S' 7' 11' 9' r 10' 1' Il' 71 12 5' 14' o• 14' o•
Standard 4' It' 5' 13' 6. 6' 7' V e' 10• 9. 6' 10, 3' 11. 01 13' 11' 14. V
U
L
uP
S P F
HF
41 / Y2 7' Il' 8' 3' 9' 4' 9. 9' 11' 2' 11' 7' 14' V 14' V 14' 0' 14' 0'
Y3 7' 6' 8' 3' 9' 3• 9' 7' Il' D' 11' 6' 14' V 14' 0' 14' 0' 14' 0'
Stud 0'
OStandard 6' 5' 6' 10, 8' 7' 9' 2• I1' 0• 11' 6' 13, 6' 14' 0' 14' 0' 14' V
M1 8' 0' 8' 4' 9 6' 9 10' 11' 3' 11'9'4' 0' 14' 0' 14' 0' 14'
Y2 7' ll' 8' 3' 9 4' 9 9' 11' 2'11'7'14' V 14' 0' 14' 0' 14' 0'
3 6' 10• 7' 3' 9' t• 9' e'll'1'll' 6' 14' o' l4' 0' 14' 0' 14' 0DFLStud6' 10, 7' 3' 9' 1' 9' e' 11' 1' 11' 6' 14' V 14' 0' 14' V 14' o•
Standard 4' 5' 6' V 6' 5' a• V 8, 7' 10, 10, 11' 6• 12' 7' 13' 15' 14' V 14' D'
d
V'
X
CS
c
U
0
4
S P F
lJ Ffl
1 / Y2 5' 2' 0' 9• 9' 1' f0' 4• MY 9' 11' 2' 12, 9' 14' V 14' V 14' V 14' 0'
03 4' 0• 8' 7' 8' U. to, 2' 10' 7' 12' 2' 12' e' 14' V 14' V 14' V 14' V
Stud 4' 0' 8' 7' 8' 11' 0' 2' 10' 7' 12, 2' 12, S. 14' 0' 14' V 14' V 14' V
Standard 4' 0' 7' 5' 7' 11' 7 11' 10' 7' 12' 2' 12' S. 14' V 14' V 14' V 14' V
P
D F L
Y1 5' 4' 8' 10, 9' 2' IV 5' 10' IV 12' 5' 12' 11' 14' V 14' V 14' 0'
02 5' 2' 8' 9' 9' 1' IW 4' 10' 9' 12' 3' 12, 9' 14' V 14' V 14' V 14' 0'
Y3 5' V 7' 10' 8' 4' 10' 3' 10' e' 12, 2' 12, e' 14' V 14' V 14' V 14' V
Stud 5' V 7' 10. e' 4' lo' 3' Hr 8' 12, r 12, e' 14' V 14' V 14' V 14' V
Standard 4' 10' 1 6' II' 1 7' 4• 1 9' 3' 1 9' 10' 1 122' IV 8' 14' V 14' V 14' V 14' V aynwn
Aboutb
Truss Dlseaal
brow ,ft vernal
lsnepM+ may be dwAled
den diagonal 8' brow
Is used Convect L dlapoal
brow for 5M at
ftCh end max sea B ca tonal
length is 14'. 2"
DFt e2 or better
da0aal r I Verkw
length slaws be skoe r In
table above. or doubts cut w
doom at L 1 nppsr
and Connect
at OF
vandal 96116 Refer to d rtl
ILl A f31DAl ALL =U ON Rol OSAWIM lea
3_100 Ft RQ 311AVDd TO ALL Conuum sft W TNT DQD Verses
ew0ew ecowo owe h Abk aUo h dPO pip, Nw:T wee teamwl.tase aeWn Go sm OVii Component tally-Ldar+avor b lq W A At¢
e. • dAab, a/ 1711 Oapslefa o-e. wiC. r•0 net r ti We f! i. AN
OW mMMNy +++o per fesnorl a w w ws n mrowno ra wmnh i . ! f! hr ro. A
weal on th1 ialn0 ! or. a too 0 dip Yrbbs opine oI se&"*a l 13723RN..pwn D.M o ms• t_ rn. ano w"wr par nr n a w. s.rp Sou20D /ter tear b eapsnYty s1 w WO l r' p! M61Af1 l Drct M.
ryx.d M.yM., MO 63043 - N,! Oa Manw.lf eeo 1hY Jm' Ye rotu W wn pea Ilw— 0a61
Bradnp
Grob Spedes end Grades Group
A, 03
Stud1 03 43
Stanched
Stud
m
Group
Be Phne
ma
u a2
02 be4
Braces shall be SR/ !Sias -Rated Doardx or
1x4 So. Pie use only Industrial 55 or Industrial
45 Stressileted loads. Gray 2 values
FAY be used with !lose Gable
Truss Detall Notese 1/
Yd Load deflection -its IN Is L/2406 Provide •
pU/t coeecdons for 100 plf over contbwo
s barft (5 psf TC Dead Los& Goble
and supports load from 4' 0' outlookars wNh
2' 0' overhang, or Ir plywood OV-4-0 Attadn '
L' braces with 10d (LlBrx3.V r" rots. 1[
Far Cl) 'L' brace. space nags at r oc. h
Ur and zones od 4' a.& between zags iYWar
OD IV to spew ads at r or. In
10' and zones and 6' or- bet as zeros. L•
bracbg must be a obbo n of B0h( of tab nnenber
langth Gable
Vertical Plate Sizes V_
Ucal L all I No ss
th Lean4' 0' 2X4 Greater
than 4' V, but 3X4
lowsthanL' 6• Greater
Man 11. 61 1 4X4 War
to am~ trap eosin for Peek,
sake, and heel plates Refer
to Me D &Cft Desder for aarndMbn! rot
adbrossad by tMs drUL REF
ASCE7-10-GAB14030 DATE
10/01/14 DRWG
A14030ENC101014 MAX.
TOT. LID. 60 PSF MAX.
SPACING 24.0'
nwas
Hem!
re
Tr
13723 Rkwpon Or"
SWe 200
Mss"W HoWsft. MO a3043
Gable Detail
For Let -in Verticals
pproprinto 04" cable datoll for
e sirs for vertical studs.
Engineered truss 1 19 for peak,
b, and heel plates.
vertical plates overlap, use a
to that covers the total area of
lapped plates to span the sob.
It,
2X4
2X4 *2X
rrovoe connacmorrc *or upurt spec iea on wee engefserea wuss aesVL
Attach such 'T' reinforcing member with
End Driven Nat:,
Wd Common (0.149'x 3.1,P60 Nails at 4' oc. plus
4) nAs In the top and bottom lards.
Toenail Maur
10d Common (0.14H'x3'Ptb0 Toenails at 4' oc. plus
4) toenails In the top and bottom darts.
This detail to be used with the appropriate Alpine gable detail for ASCE
food
ASCE 7-05 Goble Detail Drawings
A13015051014, A12015051014, A11015051014, A10015051014, A14015051014,
A13030051014, A12030051014o A11030051014, A10030051014, A14030051014
ASCE 7-10 Gable Detail Drawings
A11515ENC101014, A120 OC101014, A14015ENC101014, A16015ENC1010/4,
A1H015ENC101014, A20015ENC101014, A20015EN M014o A20015PEM111014,
A11530ENC101014, A12030ENC101014, A1403DENCIM014o A16030MOM014o
A100=01M01014, A2000013CMIM4, A20030Elm101014, A2003OPED101014
S1151DC100H15, S1201SENC100015, S14015ENC100H15 0815, SIHOQSE1C100HIS,
S2001SEIC100815, S20015END1 S11530aaWD15,
S1203CE CWM5, S14030E 6 1 i, SI8030ENC100815,
S20030ENC100915, S _ 0 ,SaeSU 4D9 See
approprate Alpine Coble detail for MHANGGM
ef" Ale FOAM ALL 101101 as Tip IAVDO i • - - - - nopwImmm
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r ; d OAn, o T' Reinforcement
Attachment Detail WE EN
To convert
from 'L' to 'T' reinforcing members, IvAtlply 'T'
increase by length (based on appropr ate
Alpine gable detaU. Mnldroaf aUbl
osable 'T' reinforcedgaeverticallengthis 14'
from top to bottom chord T' reinforcing member
material must match size, Febk, and grade
of
the 'L' reinforcing member. Length Increase w/ '
T' Brace Example ASCE 7-
10
Wind Speed a 20 mph Mean Roof Height
a 30 ft, Kzt - 1A0 Gable Vertical es24'
ac. SP 03 T' Reinforcing Mambo
r Size - 2x4 Increase race Inwnse (
fromAbove) a 30% L30 1) 2x4 'L'
Brace Length - W 7' Maxbbl aw 'T'
Reinforced GaeVerticalLengthL30xW71soIrr T' Relnf.
Mbr. Size
T' Lxrense
2x4 30
X
MAX.
TOT. LD. 60
PSF IDUR. FAC. ANY I
SPACING 24.0' REF
LET -IN VERT
DATE 10/01/14
DRWG GBLLETIN1014
I STRONGBACK BRIDGING RECOMMENDATIONS
NOTEI Details 1
2) 10d COMM (0.140'x3.V) OR
DOVGUN (U20'x3.r) NAILS AT
TOP AND BOTT04 OF 2x4
SCAB -ON BLOCK. ATTACH
STRONGBACK TO BLOCK V/ (3)
10d CONNON t0.140'x3.0') WAILS
OR (010d DOK/GUN t0.120'xW)
NAILS.
Ti
O
BUTT STRONGBACK
BRIDGING TOG>F7NER
4'
00 ATTACH SCAB OVWITH10dBGUN
4' -V 2x6 (0.120'x3.0') NABS IN 2 ROWS AT
SCAB 6' at
NOTED IN LIEU aF SPLICING AS SHOW
LAP STRONGBACK BRIDGING MEMBERS
FOR AT LEAST ONE TRUSS SPACING
STRONGBACK BRIDGING SPLICE DETAIL
and 2 are the preferred attachment methods
ATTACH (310d
COCDK TOWED V/
3) UId Ot01\ \C/1 U40'x3')
NAILS OR BEK/GIN
7 NAILS
STRONGBACK BRIDGING
t° IV
tY Or
is tot cmbr of t° t
t° 4V
rm
at W OL All scab -
on blocks shall be a Minimum 2x4 stress graded
lumber.' All strongback
bridging and bracing shall be a minimum 2x6 '
stress graded lumber.' The purpose
of strongback bridging Is to develop load
sharing between Individual trusses, resulting In
an overall Increase In the stiffness of
the floor system. 2x6 strongback bridging,
positioned as shown In details, Is
recommended at 10' -0' o.c. (max.) The terms '
bridging' and 'bracing' are sometimes mistakenly used
Interchangeably. 'Bracing' Is an Important structural
requirement of any floor or roof
system. Refer to the Truss Design Drawing (TDD)
for the bracing requirements for each Individual
truss component. 'Bridging,' particularly 'strongback
bridging' Is a recommendation for
a truss system to help control vibration.
In addition to aiding in the distribution of
point loads between adjacent truss, strongback
bridging serves to reduce bounce' or
residual vibration resulting from moving point
loads, such as footsteps. The performance
of all floor systems are enhanced by
the Installation of strongback bridging and
therefore Is strongly recommended by Alpine.
For additional
Information regarding strongback bridging, refer
to BCSI (Building Component Safety Information).
n 00
ATTACIt .....;•• ''.
W
OW
STRONGBACK BRIDGING
ATTACHMENT ALTERNATIVES avnwm anla
w• nua>r Ima a TIa aavaa ° o rrin.
rlaaM TNs away m rL t4MIMClai aatme TNt aaR S• O. T
L PSF REF STRONGBACK Tr. °orx .
atr.f en a feWM00. hUSIM& w a .r r n.. +.
I.+....aa w na o t owN aatr ai` o," m'rir IN .: TC DL PSF DATE 10/01/14 BC DL
PSF DRVG STRBRIBRIO14 IY..n"k°'r...r oll.r.. a dyad rrY ... v.v.•r .re.ew .u.w.' 7rr.''''e rra Yw...•
va ..s.er° rra uY G Lou V ore.. Is ...i.nt r+.rN 3 AT O r rWl Irv. YtalY./ qr MClbu R A s p4 u.r q.1n 10 d C7 .
r.o .. rr.n .1°v. Wo a VW loYrt Nt .vl n n°wA°°I°r'.r. : (VQ BC LL PSF Mpr.. r.
Yin of m Um wrb &VW 1W. W" we beIWr°er.tl• a. ivy y •I AN"WNnMr oft
MW AYvx +° ww i.W In MWOV. M IM wmn t s W r: ° o . i .• TOT. LD. PSF A wr w
wr i.i0 or Mpa oft a dP TM w o sS a 77 1anaan.onom. r`
b 4W 0'0 q M / `_ OUR. FAC. 1.00 W i r
Ylare a..IP PW moan t f rL , `OVAL p nrymna H..pnU.
MO°xM3 wy` w>• w w .
w rre.. .
rr "
Y Dew '•aArNMIMU"" SPACING
Commentary:
Camber may be built Into trusses to compensate
for the vertical deflection that results from the
application of loads. Providing camber has the
following advantages)
Helps to ensure level ceilings and floors after
dead loads are applied.
Facilitates drainage to avoid ponding on flat or
low slope roofs.
Compensates for different deflection
characteristics between adjacent trusses.
Improves appearance of garage door headers
and other long spans that can appear to 'sag.'
Avoids 'dips' In roof ridelines at the transition
from the gable to adjacent clear span trusses.
Def lection and Camber
In accordance with ANSI/TPI 1 the Building Designer,
through the Construction Documents, shall provide the
location, direction, and magnitude of all loads attributable
to ponding that may occur due to the design of the roof
drainage system. The Building Designer shall also specify
any dead load, live load, and In-service creep deflection
criteria for flat or low -slope roofs subject to ponding
loads.
The amount of camber Is dependent on the truss type,
span, loading, application, etceteras.
More restrictive limits for allowable deflection and
slenderness ratio (L/D) may be required to help
control vibration.
The following tables are provided as guidelines for
limiting deflection and estimating camber. Conditions or
codes may exist that require exceeding these
recommendations, or past experience may warrant using
more stringent limitations.
ANOWO]M W
13723 RK*Mon D"
sub* 2W
M.ry4.d N.ylu., MO.3043
MIMMO. WD MO FOAAW ALL OM 0 na WAVW
E19/OfrMUM rI 71a nwm in ALL mayMm 3aOf M
L = Span of Truss (Inches)
D = Depth of Truss at Deflection Point (Inches)
Recommended Truss Deflection Limits
Truss Tvoe LLB Deflection Limits
Live Load Total Load
Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical)
Floor of Room -In -Attic 24 L/360 (vertical) L/240 (vertical)
Trusses
Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical)
Roof Trusses
Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical)
Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical)
Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal)
Truss Tyke
Trusses
Recommended
1.00 x
Camber
Deflection from Actual Dead LoadPitched
Sloping Parallel
Chord Trusses
Floor Trusses
Flat Roof Trusses
Note1 The atn dQg!
th ePn4ea)
R 0.7,08 i
W.. *.m a mr Mwe C. v
r fi wlo' .
s• r n.prrw r +.r
y A. tlr •No Y1 rtl1 Mm/i 3 L r.r
m.•rt r.e a *.
ar t.+a • o rruo WO t.+1, rdau.. mars of P -F
a i U&* a r~` :°e min "r°
At,
1.5 x Vertical Deflection from
Actual Dead Load
0.25 x Deflection from Live Load) +
Actual Dead Load
0.25 x Deflection from Live Load) +
1.5 x. Design Dead Load Deflection)
load may be considerably less than
F DEFLEC/CAMB
TE 10/01/14
VG DEFLCAMB1014
roRT) rr'
City of Sanford
Building and Fire Prevention
Product Approval Sp
Permit # # 1 8 - 5 3. 3
Project Location Address
SANFORO
on Form
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 that
you contact your local product supplier should you not know the product approval number for any of the
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.floridabuildina.ora.
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# 15213.27
Fiberglass Single Door utilizing
Snap Frame" Glazing -
Inswing/Outswing (X -
Configuration)
Sliding
Sectional Amarr Dwg. IRC-6016-120-15, 10' Thru FL# 5302.10
16' wide.
Roll U
Automatic
2. Windows
Single Hung Silver Line by Anderson Extruded Vinyl Single Hung FL# 19715
Window
Horizontal Slider
Casement
June 2014
I
Double Hun
Fixed Silver Line by Anderson Extruded PVC Picture Window
w/Nailing Fin
FL# 14918.2
Silver Line by Anderson Extruded PVC Picture Window FL# 14918.8
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Category / Subcategory Manufacturer Product
Description
Florida Approval #
including decimal
3. Panel Walls
Siding James Hardie Building
Products, Inc.
HardiePlank, Cemplank fiber-
cement lap siding
FL# 13192.2 R3
Soffits James Hardie Building
Products, Inc.
HardieSoffit Panels, Cemsoffit
Panels; fiber -cement soffit panels
FL# 13265.1 R-2
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. Roofing Products
Asphalt Shingles GAF Materials Corp Fiberglass reinforced 3-tab,
laminated, 5-tab and hip/ridge
asphalt shingles
FL# 10124-1115
Underlayments Interwrap, Inc. Rhino Roof FL# 15216-112
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
June 2014
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
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
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
6. Skylights
Skylights
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates MiTek MT20 FL# 2197-R5
Engineered Lumber Boise Cascade Laminated Veneer Lumber FL# 1644-R4
Railing
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 / Roof
Wall
Prefab Sheds
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name
Please Print)
June 2014