463 Rocky Grove Ln 18-3185; NEW SFHCOUNTY OF SEMINOLE 'S'OeIMPACTFEESTATEMENT1_
STATEMENT NUMBER: 18100006 DATE: August 02, 2018
BUILDING APPLICATION #: 18-10000662
BUILDING PERMIT NUMBER: 18-10000662
UNIT ADDRESS: ROCKY GROVE LANE 463 21-19-30-510-0000-0830 2)al4-1 TRAFFICZONE:022 JURISDICTION• SEC:
TWP: RNG: SUF: PARCEL: SUBDIVISION:
TRACT: PLAT
BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER
NAME: ADDRESS:
APPLICANT
NAME: TAYLOR MORRISON OF FL INC ADDRESS:
2600 LAKE LUCIEN DRIVE SUITE 350 MAITLAND FL 32751 LAND
USE: SINGLE FAMILY RESIDENCE TYPE
USE: WORK
DESCRIPTION: CITY-SANFORD SPECIAL
NOTES: 463 ROCKY GROVE LANE / THORNBROOKE PHASE 4 /
SFR FEE
BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE
DIST SCHED RATE UNITS TYPE ROADS-
ARTERIALS CO -WIDE ORD Single
Family ROADS -
COLLECTORS Housing
705.00 1.000 dwl unit 705.00 Single
Family N/
A Housing
00 1.000 dwl unit FIRE
RESCUE N/A 00
LIBRARY
CO -WIDE ORD 00
Single
Family SCHOOLS
Housingg
54.00 1.000 dwl unit 54.00 Single
Family CO -
WIDE ORD Housing
5,000.00 1.000 dwl unit 5,000.00 PARKSN/A LAW
ENFORCE N/A 00 DRAINAGE
N/A 00
AMOUNT
DUE 5,759.00 PERSONS
ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL 1) cI ISSUANCE
OF A BUILDING PERMIT. PERSONS
ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO
APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST
BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYSOFTHEDATEABOVE, BUT NO LATER THAN CERTIFICATE
OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST
MEET THE REQUIREMENTS OF THE COUNTY LAND bEVELOPMENT 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, 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STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED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
Parcel ID Numbers -19-30- 5 j0-OOOO-Q 3 0
Prepared By Kim Carter
and Taylor Morrison Homes
Return To : 2600 Lake Lucien Drive, Suite 350
Maitland, FL 32751
NOTICE OF COMMENCEMENT.
State of Florida.
County of Seminole.
The undersigned hereby gives notice that improvements will be made to ce:
with Chapter 713, Florida Statutes, the following information is provided it
or
l . Description of property : LOT O
Legal Description : Thornbrooke Phase 4-, ac(
Plat Book$l Pagel= jlof the
Flor'd 4
G/ a/ Addresses : (( e
2. General description of improvements : Single Family Home
3. Owner information :
4. Fee Simple Title Holder: N.A.
5. Contractor name and address
1111111 1 1111111111111111111111111 i 11 111
GRANT MALOY, SEMINOLE COUNTY
CLERK OF CIRCUIT COURT & COMPTROLLERBK9178P9658 (11"9s)
CLERK'S A 2018084620
RECORDED 07/23/201° 10:24:3?, AM
RECORDING FEES $10,00
RECORDED BY hdevore
ain real property, and in accordance
this Notice of Commencement.
ing to the plat thereof, as recorded in
1lic records of Seminole County,
FL
Name Taylor Morrison of Florida Inc.
Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751
Name Taylor Morrison of Florida Inc.
Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751
6. Surety : N.A.
7. Lender: N.A.
8. Persons within the State of Florida designated by the Owner upon Yhorn notices or other documents may
be served as provides by 713.13(I)(a)7., Florida Statutes: N.A.
9. In addition to himself, Owner designates the following to receive i copy of the Lienor's Notice as provided
in 713.13(1)(b), Florida Statutes. N.A.
10. Expiration date of notice of commencement: One year from the da a of recording.
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRAT ON OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 7 3.13, 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 INTENT TO OBTAIN FINANCING, CONSULT p
YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUF NOTICE OF COMMENCEMENT. N
H. Date Signed 71201K Signature of Owner's Agent:
Sworn to and subscribed before me this by John Asa Wright who
Notary Public DA Clark
My commission expires: 6/27/19
Serial No. FF 209108 ry Signature:
AN
sa Wright
Morrison of Florida In
ly known to me. eIn
uwc 10
ANitai
Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I dec
foregoing and that the facts stated in it are true to the best of my knowledge and belief.
51.
y
ALL 2
Job Addre
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: I
Documented Construction Value: $ ltt- 0
Historic District: Yes NoEx] Parcel
ID: JI-19-30- ID-0000-0ss 0 Residential IR Commercial Type
of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description
of Work: NEW SINGLE FAMILY HOME THORNEBROOK PHASE LOT
NUMBER: Plan
Review Contact Person: Daphne Clark Title: Phone:
407-257-6940 Fax: 9=6MI n'' Property
Owner Information Name
TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street:
151 SOUTHHALL LANE # 200 Resident of property? : City,
State Zip: MAITLAND FL 32751 NO
CONTACT "
Contractor
Information Daphne Clark Name
JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Street:
151 SOUTHHALL LANE # 200 City,
State Zip: Name:
Street:
City,
St, Zip: _ MAITLAND
FL 32751 Bonding
Company: N/A Address:
407-
257-6940 Phone:
407-257-694()aphne@PermitsPermitspermits.com Fax
State
License No.: CBC1257462 Architect/
Engineer Information Phone:
Fax:
E-
mail: Mortgage
Lender: N/A 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: 51b 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 1CC 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 zoning.
Sig re of owner/Agent to
TAYLOR MORRISOWf FLORIDA INC
Print Owner/Agent's
2/2-6
Signature of No to of Florida
M
Date
k`
io• 0
D
ISSN IV 20A9
FT 20MOS
ea+dod"'stt
Owner/Agent is YFS Personally Known to Me or
Produced ID N/A Type of ID
S' ature of Contractor/Agent ate
i
JOHN ASA WRIG T
Print Contractor/Agent's Name
J
Signature of Notary -State of Florida Date
r rut • 'k`' *
My COIr ISSION It FF 209108
EXPIRES: June 27, 2019
Con
o
er "901°n"aF1y Known to Me or
Produced ID NIA Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Er Electrical [X]"' Mechanical J2'- Plumbing[' Gas[] Roof
Construction Type: V f5 Occupancy Use:
Total Sq Ft of Bldg: Say - Min. Occupancy Load:
New Construction: Electric - # of Amps iD
12.3
11
Flood Zone: C'E
l Z-zee H tiP
of Stories:
Plumbing - # of Fixtures 2-1
Fire Sprinkler Permit: Yes No D# of Heads Fire Alarm Permit: Yes No Er
APPROVALS: ZONING: T..20. i UTILITIES:
COMMENTS:
ENGINEERING: MTC 8 'G- (2) FIRE:
Ok to construct single family home
with setbacks and impervious area
shown on plan. An, 011IJ a, 4- L
Sy,G% !SQ
WASTE WATER:
BUILDING: 5--
Revised: June 30, 2015 Permit Application
Job Addre;
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
N*h Application No • I s .
Documented Construction Value: $ 9 "700
Historic District: Yes No 0
Parcel ID: _J-19-30-gi10 -0000-Ogg 0 Residential 15a Commercial
Type of Work: New X Addition Alteration Repair Demo Change of Use Move
Description of Work: NEW SINGLE FAMILY HOME -
r
THORNEBROOK PHASE -I-
LOT NUMBER: S-2
Plan Review Contact Person: Daphne Clark Title:
1 OTA1,114*1
Property Owner Information
Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077
Street: 151 SOUTHHALL LANE #200
City, State Zip: MAITLAND FL 32751
Resident of property? : NO
CONTACT***
Contractor Information Daphne Clark
Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA
Street: 151 SOUTHHALL LANE # 200
City, State Zip: MAITLAND FL 32751
Name:
Street:
City, St, Zip:
Bonding Company: N/A
Address:
407-257-6940
Phone: 407-257-694()aphne@PermitsPermitsPermits.com
Fax:
State License No.: CBC1257462
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender: N/A
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 ,vork 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: 51e 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 zoning.
40KZ 714-
Si3pffire of Owner/Agent 154te
TAYLOR MORRISOW.F FLORIDA INC
Print Owner/Agent's N
J %
Signature of No to of Florida Date
Zckt.:;Vo
p
1SS1 20910E
4`
eEyp1REi se*o
ojolho
Owner/Agent is
A5;
Personally Known to Me or
Produced ID N/A Type of ID
S' store of Contractor/Agent ate
JOHN ASA WRIG T
Print Contractor/Agents Name %
Signature of Notary -State of Florida Date
r rugsD.A.0U1HK
4°
t:.. *
My ctkkJIISSION 6 FF M9108
EXPIRES: June 27. 2019
Contr 'etOQ$isonaly Known to Me or
Produced76 nl/A _ Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Fire Alarm Permit: Yes No
UTILITIES: 4WASTE WATER:
FIRE: BUILDING:
Revised: June 30, 2015 Pennit Application
SXNFORD
PLANNING & DEVELOPMENT
SERVICES DEPARTMENT
Flood Zone Determination Request Form
Name: John Asa Wright Firm: Taylor -Morrison of Florida, Inc.
Address: 2600 Lake Lucien Drive
City: Maitland State: FL Zip Code: 32751
Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com
Property Address: 463 Rocky Grove Lane
Property Owner: Taylor Morrison of Florida, Inc.
Parcel identification Number: 21-19-30-510-0000-0830
Phone Number: 407-629-0077 Email:
The reason for the flood plain determination is:
New structure Existing Structure (pre-2007 FIRM adoption) -
Expansion/Addition Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360)
OFFICIAL USE ONLY
Flood Zone: X Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number: 120294 0055 F Map Date: September 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: W 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# 18-3185
Reviewed by: Michael Cash, CFM Date: August 6, 2018
a 0
p Application for Right -of -Way Use
for Driveway, Walkway & Landscape
F 8 I1677 - Department of Planning & Development Services
vwnv.ssnfordn.gov 300 North Park Avenue, Sanford, Florida 32771
Phone:407.688.5140 Fax:407.688.5141
This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the
attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's
right-of-way. All requested information below as well as a current survey, site plan or plat clearly Identifying the size and
location of the existing riig/htt—of--w/a y/a''nd use shall be provided or application could be delayed. 15-
Cell baton you alg.
2. Proposed Activity: )6 Driveway Walkway Other:
3. Schedule of Work: Start Date
d cC oompletion Date Emergency Repairs
4. Brief Description of Work: 4Mlkef/r47v NW &FX
This application is su by:
Property Owner. /'
nQ /npp r / /,y,
Signature: Print Name: Y 44 ' `f/IV O OiN 11i/W&S
Address: 44f%F /% 100 1q, ,v
Phone: 40%&7-6?4Q Fax- oftllnep_ AUMJ W67AaW Date: )%
o Maintenance Responsibilities/Indemnification
The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall
include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said
installationrmprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater
facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the penmittee shall remove, relocate and/or repair
as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the Improve-
ment and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice,
restore the area to its previous condition at the Requestor s expense and. If necessary, file a lien on the Requestors property to recover costs of restoration.
To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its oouncilpersons, agents, servants, or employees
appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect
or consequential), or Injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement,
and reasonable attorneys fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the
City's right-of-way.
I have rgad and understand the above statement and by signing this application 1 agree to its terms.
1 hereby and nd ag pay all city fees related to this application as required by the ccitty's a doopppteed Fee Resolution.
Signatu Date:
This permit shall be posted on the site during construction.
Please call 407.688.5080, Ext. 5401.24 hours In advance to schedule a pre -pour Inspection.
Pre -pour Inspection by: I
Date:
September 2010 ROW Use Ddve"y.pdf
REQUIRED INSPECTION SEQUENCE
TAYLOR MORRISON SFR-DETACHED
Permit #
BUILDING PERMIT
Min Max Inspection Description
10 Form board / Foundation Survey
10 Slab / Mono Slab Pre our
20 Lintel / Tie Beam / Fill / Down Cell
30 Sheathing — Walls
30 Sheathing — Roof
30 50 Final Window
40 Roof Dry In
50 Frame
60 Insulation Rough In
70 Drywall / Sheetrock
40 70 Lath Inspection
50 1000 Final Roof
50 1000 Final Stucco / Siding
80 1000 Insulation Final
1000 Final Single Family Residence
AddrPcc!
ELECTRICAL •PERMIT
Min Max Inspection Description
10 Electric Underground
10 Footer / Slab Steel Bond
20 30 Temporary Underground Power (TUG)
30 Electric Rough
1000 Electric Final
Inspection DescriptionMinMax
10 Plumbing Underground
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
Min Max Inspection Description
10 Mechanical Rough
1000 Mechanical Final
F-_
REVISED: June 2014
DESCRIPTION AS FURNISHED: Lot 83, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Poges
70 thru 77, Public Records of Seminole County, Florida.
PLOT PLAN FOR/CERTIFIED TO
5.00'
5.00
Taylor Morrison of Florida, Inc.
TRACT J
OPEN SPACE/RECREATION
N 00P14'55" W
40.00'
19.80' i 9.80,
off
15.7'
COVERED
PATIO Oi
14.3'
LOT 83
N
PROPOSED RESIDENCE L0
MODEL: ANASTASIA
2 CAR GARAGE LEFT
Ln
TRY
5.0'
21.3'
16' DRIVE
25.20 5.20'
I "-10' UTIL. ESpIT.- I— — —
0 WALK
0
N 00"14'55" W
40.00
5.00'
5.00'
R0Clfr 67'R0 VE .LAND'
50' R/W UTILITY AND ACCESS)
PROPOSED = FINISHED SPOT GRADE ELEVATION
PER DRAINAGE PLANS BUILDING SETBACKS:
PROPOSED DRAINAGE FLOW FRONT 25'
I.OT GRADING TYPE B REAR = 15'
PROPOSED F.F PER PLANS = 23.6' ++ SIDE = 5. +•
SIDE CORNER = IO'
PROPOSED GRADE PER CONSTRUCTION PLAN +
O 00
Lo O
N ti
L7
LOT 84
LOT = 4,800
LIVING = 1,467
GARAGE = 455
ENTRY = 71
LANAI = 139
BREEZEWAY = N/A
DRIVEWAY = 403
A/C PAD = 18
WALKWAY = 68
IMPERVIOUS = 54 6
2.621
SOD = 2_ 179
R/W = 320
APRON = 53
PLOT PLAN ONLY** SIDEWALK = 200
NOT A SURVEY)
SOD = 67
So. F,•
SO F1
So. Fr
S0.1-I
SO.FT
SO. FI.
so n.
TIONS:
50.1-1
SO.FI
50 FF
PROPOSED INFORMATION SHOWN AREA = 5.120 50.11.
BASED ON SUPPLIED PLAN DRIVEWAY = 456 so.[ -I.
AND/OR INSTRUCTIONS PER SIDEWALK - 268 SO.f 1.
CLIENT NOT FIELD VERIFIED SOD = 2,246 SO.n.
CR U,S'EWHEYETR - SCOTT ASSOC, INC. - LAND SI UR VT'YD.RS
LCGEND - LEGEND -
5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658- 1436
PLAT ML . POINT ON LINO
NOTES'
FIP TICLDIRON PIPE TYP. • TYPICAL
PR C. • POINT OF REVCRSC CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANOAROS OF PRACTICE SET FORTH BY THE FLORIDA BOARD Of
iR IRON ROD PCL • PO1HT OF COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ-17 FLORIDA ADMINISfRA/M COOC PURSWNT TO SECTION 72.027, FLORIDA STATUES
CH CONCRC TC MEWUNENT RAD. RADIAL 2. UNLESS EA49OSSED WITH SURVEYOR'S SIGNATURE AND ORIGWAL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VALID.
SC1 IR. CC. 1/2' IR. •/ILI 1596 MR. NON -RADIAL
Vl. WITNESSSS POINT J THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS
PO R. P,II
RECOVERED
POINT OF tCGINNING CALC. CALCULATED
PRA • PERMANENT REFERENCE MONUMENT
OR EASEMENTS THAT AFFECT THIS PROPERTY.
A, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN.
C. Q POINI Or COMMENCCHCNT
CENTERLINE FF. rINISNED FLOOR ELEVATION S. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER CNNI).
Nr D NAIL L DISK S _ • BUILDING SC TIACK LINE 6. DIMENSIONS SHOWN FCR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT'000NDARY LINOS.
RIGHT -OF -VAN A CHCHMARK
S'S •BASE BEARING 7. BEARINGS. ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.S.)
ESM1.
DRAIEASENAGEDRAINAGE 6. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC DATUM OF 1029. UNLESS OTHERWISE NOTED.
i.lDRAIN. 11. UTILITY P. CEPRFIUTE OF AUTHORIZATION No I506.
iL rC. C, CHAIN LINK TCNCC
JDrc. WOOD F[rrc[
D CONCRETE ILDCK SCALE I1 20 1DRAWN BY. •••
PCPT. POINT or CURVATURE
POI111 or TARG[NEY
CERTIFIED BY: DATE ORDER No.
DI:SC. r. L
DESCRIPTION
RADIUSARCLENGTH PLOT PLAN 07-06-2018 4404-18
D DEL IA
CC.D CHORDCHORD (CARING
NORTH
THIS 13UILDING/PROPERTY DOES.NOT LIE WITHIN
THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRM' T CRUSE EYE%, R..S. / 4714
ZONE X• MAP / 12117C 0055 F JAM 5 W. SCO R.L.S 1 4801
DESCRIPTION AS FURNISHED: Lot 83, THORNBROOKE PHASE 4, as recorded in Plot Book 81, Poges
70 thru 71, Public Records of Seminole County, Florida. !
PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc.
TRACT J
OPEN SPACE/RECREATION
N 00R14'55" W
ti
99
40,00'
19.80' 19.80'
5
15.7' .
00'
COVERED n
PATIO TT
5.00'
14.3'
LOT 83
7 PROPOSED RESIDENCE
MODEL: ANASTASIA
O O ? 2 CAR GARAGE LEFT hti O
t7
O ?
As, ryry. LOT 84l
LOT 82 N11 .
OCI ' z
co
ti 5.0'
5 00'
ENTRY
I
O
0i
5.00' —
21.3"
16' DRIVE I
I {
25.20 5.20'
10' UTIL. ESRIT. 1103.91 P.C.
6 WALK
ON LOT AREA CALCULAIION5
1 N 00R14 "55 " W LOT = 4,600 SO..M
40.00 LIVING = 1,467 so. 1-1
GARAGE - 455 SO11
ENTRY = 71 SO FI
R 0 CI-CrGR 0 VE LAND'
LANAI 139 SO.F,'
BREEZEWAY= N/A SO.FI.
DRIVEWAY = 403 SO F7.
50' R/W UTILITY AND ACCESS) A/C PAD = 18 SO.1-1
WALKWAY = 68 FO.F'T
IMPERVIOUS - 54.6
SOD = 2.179 SO.F1.
OFF LOT AR CALCULATIONS'
R/W = 320 50 /7
Q PROPOSED = FINISHED SPOT GRADE ELEVATION APRON 53 50 F-1.
PER DRAINAGE PLANS BUILDING SETBACKS: "PLOT PLAN ONLY SIDEWALK = 200 SOFT. '
PROPOSED DRAINAGE FLOW FRONT - 25' SOD = 67 SO.FI.
NOT A SURVEY) A _
LOT GRADING TYPE B REAR = 15'
PROPOSED F F PER PLANS = 23 6SIDE = 5.0' PROPOSED
INFORMATION SHOWN AREA = 5,120 50.r1, BASED
ON SUPPLIED PLAN DRIVEWAY = 456 SO Ft. PROPOSED
GRADE PER CONSTRUCTION PLAN ++ SIDE
CORNER = 10' AND/OR INSTRUCTIONS PER SIDEWALK = 268 50.171 CLIENT
NOT FIELD VERIFIED SOD = 2,246 SO F7 CRUSTWMEM?—
SCIO TT & ASSOC., INC. — LAND SURVEYORS' LEGEND - LEGEND -
PLAT PDL.
POINT ON LINE 5400 E.
COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658- 1436 r FIELD
TT. IT ICAL NOTES: IP. IRON
PIPE PRL. PRINT O! REVERSE CURVATURE 1. THE UNDERSGNEO DOES HEREBY CERTIFY DLAr THIS SURVEY MEET$ THE STANDARDS Of PRACTICE SET rORrH BY THE FLORIDA BOARD 01 IR. IRON
ROD PL.C. POINT Or COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS W CHAPTER 5J-17 FLORIDA ADMINISTRAINE COD£ PURSUANT TO SECTION 472.027. FLORIDA STATUES C.H
CONCRETE I"Ll 4N7 RR. •RADIAL ? UNLESS EMBOSSED WITH gURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VALID. SCI I.
R. 12' I.R. •/YLB .39L R. NON -RADIAL 3. TH15 SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS FCL' 4[COVERCD V.P. • WITNESS POINT OR EASEMENTS
TINT AFFECT THIS PRCPERrY. PPOD. BEGINNING
CAL PERMANENT REFERENCE
ONUMENT PRINT Or
NCALL. CALCULATED CDKM IICPC INI
OrA, NO UNDERGROUND IMPROVEMENTS HAVE BCCN LOCATED UNLESS OTHERWISE SHOWN. CC • M CCNTCRLINC Fr. FINISHEDFLOORELEVATION
3. DNS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF rHosr CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENNiY• NI•D NAIL l DISY
BSL. BUILDING SETBACK LINE 6. DIMENSIONS SHOWN FOR THE LOCATION Or IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT 60UNDARY ONES. RIGNI VAT BII BENCHMARK ESM
I. CASCMEHI 7RINGTUM AND
ON THE LINE SHOWN AS RISE BURIN[ iB.B.)CNI BB. • BASE BEARING , BEARINGS. ARE BASED ASSUMED DATUM --- DPAIII. • DRAINAGE 6. ELEVATIONS, IF
SHOWN. ARE BASED ON NATIONAL GEODETIC DATUM Or I929, UNLESS OTHERWISE NOTED. JT11• UTILITY 9. CERTIFICATE OF
AUTHORIZATION No 4595 Lh. CNAIN LINK FENCE UrC.
VOOD FENCE C/R •
CONCRETE BLOCK PC •
PDINI OF CVRVAIURC SCALE
1- 1 - 20 -1
DRAWN BY: B PI, PDINI B! TANGENCY
DATE
ORDER No. DI:C DCSCRIPIIOR CERTIFIED BY.
ARC LCNGTN PLOT PUN 07-
06-2018 4404-IB D DELTA C CHORD C.
6. CHORD
BEARING NORTH
THIS BUILDING/PROPERTY DOES.
NOT
LIE WITHIN 41A. v:R_THE ESTABLISHED 100 YEAR FLOOD
PLANE AS PER FIRM• GRUSE EVER, R..S. / 4714 ZONE -X• MAP I 12117C
0055 F W. "0 R.L.S ,/ 4801
SCPA Parcel View: 21-19-30-510-0000-0830 http://parceldetai l.scpafl.orgfParcei Detai l info.aspx?PI D=2119305100...
1 of 2
PropejU Record Card
rop P Parcel: 21-19-30-510-0000-0830
ec,.,aBoo,,,r cwno Property Address: 463 ROCKY GROVE LN SANFORD, FL 32771
Parcel Information Value Summary
Parcel 21-19-30-510-0000-0830
Owner(s) TAYLOR MORRISON OF FL INC
Property Address 463 ROCKY GROVE LN SANFORD, FL 32771
Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751
Subdivision Name THORNBROOKE PHASE 4
Tax District S1-SANFORD
DOR Use Code
Exemptions
00-VACANT RESIDENTIAL
T2 0
0
t
83
120
oq.A Seminole County GIS
Legal Description
LOT 83
THORNBROOKE PHASE 4
PB 81 PGS 70-71
Taxes
2018 Working 12017 Certified
Values Values
Valuation Method CostlMarket CostiMarket 1
Number of Buildings 0 0
Depreciated Bldg Value
Depreciated EXFT Value 1
Land Value (Market) 40,000 26,050
Land Value Ag
Just/MarketValue" 40,000 26,050
Portability Adj
Save Our Homes Adj 0 0
Amendment 1 Adj 0 12,784
PSG Adj 0 s0
i
Assessed Value 40,000 13,266
Tax Amount without SOH: $336.00
2017 Tax Bill Amount $336.00
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 40,000 0 40.000
Schools 40,000 0 40,000
City Sanford 40,000 0 40,000
SJWM(Saint Johns WFater Management) 40,000 0 40.000
County Bonds 40,000 0 40,000
I No Sales
l
1 Find Comparable Sales
t--------- -- --- -- -- ----- --- ----- --
Land
Method Frontage Depth Units Units Price Land Value
LOT 1 $40,000.00 $40,000
Building Information
1
Permits
Permit # Description Agency Amount CO Date Permit Date 1
7/22/2018, 8:41 PM
RECORD COPY
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot83ThornbrookeAnaslasiaBGLW Builder Name: Taylor Morrison
Street: 463 Rocky Grove Lane Permit Office.
City, State, Zip- Sanford , FL , 32771 Permit Number: QQ Q31.
gUl p7
C
Owner: Jurisdiction: #911OW - V
Design Location- FL, Orlando County:: Seminole (Florida Clima
0
1. New construction or existing New (From Plans) 9. Wall Types(3137.2 sgft.) Vtir Area
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior R= 1521 00 ft'
b. Concrete Block - Int Insul, Exterior R=4.1 1375.90 ft'
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 240.33 ftz
4. Number of Bedrooms 4 d. N/A R= ft'
10. Ceiling Types (1506.0 sgft.) Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1481.00 ft
6. Conditioned floor area above grade (ft') 2582 b. Knee Wall (Vented) R=30.0 25.00 ft'
Conditioned floor area below grade (ft2) 0
c. R= ft'
11. Ducts R ft' 7.
Windows(369.8 sgft.) Description Area a. Sup- Attic, Ret: Attic, AH: 2nd Floor 6 293.4 a.
U-Factor: Dbl, U=0.34 305.82 ft' b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 223 SHGC.
SHGC=0.31 b.
U-Factor: Dbl, U=0.58 64.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC:
SHGC=0.32 a.
Central Unit 25.2 SEER:16.00 b.
Central Unit 25.2 SEER:16.00 c.
U-Factor N/A ft' SHGC
13. Heating systems kBtu/hr Efficiency d.
U-Factor: N/A ft' a. Electric Heat Pump 21.8 HSPF:8.50 SHGC:
b. Electric Heat Pump 21.8 HSPF:8.50 Area
Weighted Average Overhang Depth: 2.731 ft. Area
Weighted Average SHGC: 0 312 14. Hot water systems a.
Electric Cap: 50 gallonsEF: 8. Floor Types (2582.0 sgft.) Insulation Area 0.
950 a
Slab -On -Grade Edge Insulation R=0 0 1467.00 ft' b. Conservation features b
Floor Over Other Space R=0.0 1102.00 ft' None c.
other (see details) R= 13.00 ft' 15. Credits Pstat Glass/
Floor Area: 0.143 Total
Proposed Modified Loads: 76.11 PASS Total
Baseline Loads: 77.02 1
hereby certify that the plans and specifications covered by Review of the plans and F11JE ST47, this
calculation are in compliance with the Florida Energy specifications covered by this pti.+e Code. -
calculation indicates compliance with
the Florida Energy Code. PREPARED
BY: Before construction is completed DATE:
7/5/_1.8 this building will be inspected for compliance
with Section 553.908 I
hereby certify that this building, as desi a (is in compliance Florida Statutes. CODO
with
the Florida Energy Code. OWNER/
DATE:
BUILDING
OFFICIAL: 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 7.00 ACH50 (R402.4.1.2). 7/
5/2018 3:47 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5
FORM R405-2017
PROJECT
Title: Lot83ThornbrookeAnastasiaB Bedrooms: 4 Address Type: Street Address
Building Type: User Conditioned Area: 2582 Lot #
Owner Name: Total Stories- 2 Block/Subdivision:
of Units: 1 Worst Case: No PlatBook
Builder Name: Taylor Morrison Rotate Angle: 0 Street: 463 Rocky Grove Lane
Permit Office: Cross Ventilation: No County: Seminole
Jurisdiction: 691500 Whole House Fan. No City, State, Zip: Sanford ,
Family Type: Single-family FL , 32771
New/Existing: New (From Plans)
Comment.
CLIMATE
V Design Temp Inl Design Temp Heating Design Daily Temp
Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range
FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium
BLOCKS
Number Name Area Volume
1 Blockl 1467 136431
2 Block2 1115 10035
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 1 st Floor 1467 13643.1 Yes 5 1 1 Yes Yes Yes
2 2nd Floor 1115 10035 No 0 3 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpel
1 Floor over Garage 2nd Floor ---- ---- 13 ft' 19 0 0 1
2 Slab -On -Grade Edge Insulatio 1st Floor 147.4 ft 0 1467 ft' 0.37 0 0.63
3 Floor Over Other Space 2nd Floor ---- ---- 1102 ft' 0 0 0 1
ROOF
Roof Gable Roof Solar SA Emill Emitt Deck Pilch
Type Materials Area Area Color Absor. Tested Tested Insul deg)
1 Gable or Shed Composition shingles 1655 ft' 370 ft' 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 300 1480 ft' N N
7/5/2018 3-47 PM 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) 1st Floor 38 Blown 12 ft' Oil Wood
2 Under Attic (Vented) 2nd Floor 38 Blown 1469 ft' 0.11 Wood
3 Knee Wall (Vented) 1st Floor 30 Batt 25 ft' 0.11 Wood
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
Ornt To Wall_T.ype
Space R Value Et In -Et In Area R-Value-Fraction- .Absor.-Grade%_ 1
E Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0 2
E Exterior Concrete Block - Int Insul 1st Floor 4.1 30 0 9 4 280.0 ft' 0 0 0.6 0 3
N Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft' 0 0.23 0.6 0 4
N Exterior Concrete Block - Int Insul 1st Floor 4.1 54 6 9 4 508.7 ft' 0 0 0.6 0 5
W Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0 6
W Exterior Concrete Block - Int Insul 1st Floor 4.1 5 6 9 4 51.3 ft' 0 0 0.6 0 7
SW Exterior Concrete Block - Int Insul 1st Floor 4.1 4 11 9 4 45.9 ft' 0 0 0.6 0 8
S Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft' 0 0.23 0.6 0 9
S Extenor Concrete Block - Int Insul 1st Floor 4.1 52 6 9 4 4900 ft' 0 0 0.6 0 10
Garage Frame - Wood 1st Floor 13 25 9 9 4 240 3 ft' 0 0.23 0.01 0 DOORS
Ornt
Door Type Space Storms U-Value Width Height Area Ft
In Ft In 1
SW Wood 1st Floor None 25 2 10 8 22 7 ft' 2
Wood 1st Floor None 25 2 9 8 22 ft' WINDOWS
Orientation
shown is the entered, Proposed orientation. Wall
Overhang V #
Ornl ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1
E 1 Vinyl Low-E Double Yes 0.34 0.31 N 30.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 2
E 1 Vinyl Low-E Double Yes 0.34 0.31 N 40.0 ft' 1 ft 0 in 1 ft0 in Drapes/blinds None 3 E
2 Vinyl Low-E Double Yes 0.34 0.31 N 58.6 ft' 1 ft 0 in 11 ft 6 in Drapes/blinds None 4 E
2 Metal Low-E Double Yes 0.58 0.32 N 64.0 ft' 11 ft 0 in 0 ft 0 in None None 5 N
3 Vinyl Low-E Double Yes 0.34 031 N 300 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 6 N
4 Vinyl Low-E Double Yes 0.34 0.31 N 39.1 ft' 1 ft 0 in 11 ft 6 in Drapes/blinds None 7 W
5 Vinyl Low-E Double Yes 0.34 0.31 N 30.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 8 S
8 Vinyl Low-E Double Yes 0.34 0.31 N 6.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 9 S
8 Vinyl Low-E Double Yes 034 0.31 N 15.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 10 S
9 Vinyl Low-E Double Yes 0.34 0.31 N 5.3 ft' 1 ft 0 in 11 ft 6 in Drapes/blinds None 11 S
9 Vinyl Low-E Double Yes 0.34 0.31 N 12.8 ft' 1 It 0 in 11 ft 6 in Drapes/blinds None 12 S
9 Vinyl Low-E Double Yes 0.34 0.31 N 39.1 ft' 1 ft 0 in 11 ft 6 in Drapes/blinds None 7/5/
2018 3:47 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5
FORM R4n5-2n17
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 455 ft2 455 ft' 64 ft 8 ft 1
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) 000408 2762.4 151.65 285.21 .3666 7
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1
2
Electric Heat Pump/
Electric Heal Pump/
Split
Split
HSPF:8.4999 21.8 kBtu/hr 1
HSPF:8.4999 21.8 kBtu/hr 2
sys#1
sys#2
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1
2
Central Unit/
Central Unit/
Split
Split
SEER: 16 25.2 kBtu/hr cfm 0.75 1
SEER: 16 25.2 kBtu/hr cfm 0.75 2
sys#1
sys#2
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Garage 0.95 50 gal 62 3 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC
Cert # Company Name
Collector Storage
System Model # Collector Model # Area Volume FEF
None None fl'
DUCTS
V #
1
2
Supply ----
Location R-Value Area
Attic 6 293.4 ft
Attic 6 223 ft'
Return ---- Air CFM 25 CFM25
Location Area Leakage Type Handler TOT OUT QN RLF
Attic 73 35 ft Default Leakage 2nd Floor (Default) (Default)
2nd Floor 55 75 ft Default Leakage 2nd Floor (Default) (Default)
HVAC #
Heat Cool
1 1
2 2
7/5/2018 3:47 PM EnergyGauge® USA - FlaRes2017 Section R405 4 1 Compliant Software Page 4 of 5
FORM R405-2017
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
Cool ing jj jj Jan
Healing H Jan
jj jj FebHFeb
j MarfX} Mar
jj
j
j Apr IjAPr IM
a
May
j Jun
j Jun
Xj Jul
j j Jul
jXj Au
j j Au[
jX I
Se [
SeP [
Oct
Oct
j Nov
X) Nov
j DecHDec
Ventin [ ] Jan Feb X Mar X] A r May Jun Jul Aug Se [X) Oct X) Nov Dec
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 78 78 78 78 78 78 78 78 78 78
Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Healing (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
7/5/2018 3:47 PM EnergyGaugeO 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* = 99
The lower the EnergyPerformance Index, the more efficient the home.
1. New construction or existing
2 Single family or multiple family
3 Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (ft')
7 Windows" Description
a. U-Factor: Dbl, U=0.34
SHGC: SHGC=0.31
b. U-Factor: Dbl, U=0.58
SHGC: SHGC=0.32
c. U-Factor: N/A
SHGC:
d. U-Factor: N/A
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
8. Floor Types
a. Slab -On -Grade Edge Insulation
b. Floor Over Other Space
c. other (see details)
463 Rocky Grove Lane, Sanford, FL, 32771
New (From Plans) 9. Wall Types Insulation Area
Single-family
a. Frame - Wood, Exterior R=13 0 1521.00 ft'
b. Concrete Block - Int Insul, Exterior R=4.1 1375.90 ft
1 c. Frame - Wood, Adjacent R=13.0 240.33 ft'
4 d. N/A R= ft'
10. Ceiling Types Insulation Area
No a. Under Attic (Vented) R=38.0 1481 00 ft'
2582 b. Knee Wall (Vented) R=30.0 25.00 ft'
c. N/A R= ft'
Area
11. Ducts R ft'
305.82 ft' a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 293.4
b. Sup. Attic, Ret: 2nd Floor, AH: 2nd Floor 6 223
64.00 ft'
12. Cooling systems kBtu/hr Efficiency
ft' a. Central Unit 25.2 SEER:16.00
b. Central Unit 25.2 SEER:16.00
119
2.731 ft.
0.312
Insulation Area
R=0.0 1467.00 ft'
R=0.0 1102.00 ft'
R= 13.00 ft'
13. Heating systems
a. Electric Heal Pump
b. Electric Heat Pump
14. Hot water systems
a. Electric
b. Conservation features
None
15. Credits
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature:
Address of New Home:
Date:
City/FL Zip:
kBtu/hr Efficiency
218 HSPF:8.50
21.8 HSPF:8.50
Cap: 50 gallons
EF: 0.95
Pstat
HE ST'9TE.
0
coo Wf
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@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.
7/5/2018 3:47 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1
1 DEL -AIR Manual S Compliance Report
HV=0 • MR C0Kn=H1R0 a h u 1
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web- WWW.DEL-AIR.COM
For: Taylor Morrison
463 Rocky Grove Lane, Sanford, FL 32771
Design Conditions
Job: Lot83ThornbrookeAnast...
Date: 7/5/18
By: JA
Outdoor design DB: 92.5°F Sensible gain: 17496 Btuh Entering coil DB: 76.10F
Outdoor design WB: 76.3°F Latent gain: 2621 Btuh Entering coil WB: 62.9°F
Indoor design DB: 75.0°F Total gain: 20117 Btuh
Indoor RH: 50% Estimated airflow: 840 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR
Actual airflow: 840 cfm
Sensible capacity: 18365 Btuh 105% of load
Latent capacity: 4223 Btuh 161% of load
Total capacity: 22588 Btuh 112% of load SHR: 81%
Design Conditions
Outdoor design DB: 41.7°F Heat loss: 20430 Btuh Entering coil DB: 68.8°F
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR
Actual airflow: 840 cfm
Output capacity: 22420 Btuh 110% of load Capacity balance: 39 OF
Supplemental heat required: 0 Btuh Economic balance: -99 OF
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 840 cfm
Output capacity: 5.0 kW 83% of load Temp. rise: 50 OF
Meets all requirements of ACCA Manual S.
Qt wr ghtsoft- 2018-Jul-05 16:13:46
i
w Right -Suite® Universal 2018 18 0 13 RSU24011 Page 1
ACCA _
9
AnastasiaBGLW\Lo183ThornbrookeAnastasiaBGLW.rup Calc = MJ8 House laces: W
Manual S Com liance Re ort Job: Lot83ThornbrookeAnast...
DEL --AIR P p Date: 7/5/18
HEKM°.amcaHOMI tts ahu 2 By: JA
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax: 407-333-3853 Web, WWW.DEL-AIR COM
For: Taylor Morrison
463 Rocky Grove Lane, Sanford, FL 32771
Design Conditions
Outdoor design DB: 92.5°F Sensible gain: 15865 Btuh Entering coil DB: 76.60F
Outdoor design WB: 76.3°F Latent gain: 2689 Btuh Entering coil WB: 63.3°F
Indoor design DB: 75.0°F Total gain: 18554 Btuh
Indoor RH: 50% Estimated airflow: 840 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASH
Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR
Actual airflow: 840 cfm
Sensible capacity: 16294 Btuh 103% of load
Latent capacity: 4915 Btuh 183% of load
Total capacity: 21209 Btuh 114% of load SHR: 77%
Design Conditions
Outdoor design DB: 41.7°F Heat loss: 13108 Btuh Entering coil DB: 69.50F
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR
Actual airflow: 840 cfm
Output capacity: 22420 Btuh 171% of load Capacity balance: 29 OF
Supplemental heat required: 0 Btuh Economic balance: -99 OF
Backup equipment type
Manufacturer:
Actual airflow:
Output capacity:
Elec strip
Model:
840 cfm
3.5 kW 90% of load Temp. rise: 13 OF
Meets all requirements of ACCA Manual S.
wrightsoft- 2018-Jul-05 16:13:46
Right -Style® Universal 2018 18 0.13 RSU24011 Page 2
AnaslasiaBGLW\Lo183ThornbrookeAnaslasiaBGLW rup Calc = MJ8 House laces W
1 DEL -AIR Component ConstructionsP
HV=G "CO"MIC11101e Entire House
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot83ThornbrookeAnast...
Date: 7/5/18
By: JA
Project•
For: Taylor Morrison
463 Rocky Grove Lane, Sanford, FL 32771
Design Conditions
Location: Indoor: Heating Cooling
Orlando Intl AP, FL, US Indoor temperature (OF) 70 75
Elevation: 95 ft Design TD (OF) 28 18
Latitude: 28ON Relative humidity (%) 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4
Dry bulb (OF) 42 93 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 Ll-value Insul R Hig HTM Loss Clg HTM Gain
ft2 BtuhllP--F ft'."F/Bluh Btuh/112 Btuh Btuh/ft' Btuh
Walls
12C-Osw: Firm wall, stucco ext, r-13 cav Ins, 1/2" gypsum board int n 461 0.091 13.0 2.58 1186 2.34 1079
fnsh, 2"x4" wood frm, 16" o.c. stud a 200 0.091 13.0 2.58 515 2.34 469
s 470 0.091 13.0 2.58 1209 2.34 1100
w 240 0.091 13.0 2.58 618 2.34 562
all 1370 0.091 13.0 2.58 3528 2.34 3210
13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum n 470 0.201 0 5.69 2671 4.35 2044
board int fnsh a 150 0.201 0 5.69 851 4.35 651
s 433 0.201 0 5.69 2462 4.35 1883
sw 24 0.201 0 5.69 134 4.35 102
w 51 0.201 0 5.69 292 4.35 223
all 1127 0.201 0 5.69 6410 4.35 4904
16A-30ad: Knee wall, asphalt shingles roof mat, r-30 kw ins, 1/2" n 25 0.032 30.0 0.91 23 2.38 59
gypsum board int fnsh
Partitions
12C-Osw. Firm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4"
wood frm, 16" o.c. stud
Windows
2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n
1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft e
overhang (5 ft window ht, 1 ft sep ); 6.67 ft head ht e
s
w
all
2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n
1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft e
overhang (6.3 It window ht, 11.5 ft sep.); 6.67 ft head ht s
all
2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, e
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 11 It overhang (8 ft
window ht, 0 ft sep.); 6.67 ft head ht
218 0.091 13.0 2.58 562 1.44 315
30 0.340 0 9.62 289 10.6 317
30 0.340 0 9.62 289 30.4 911
40 0.340 0 9.62 385 30.4 1214
15 0.340 0 962 144 10.8 162
30 0.340 0 9.62 289 30.4 911
145 0.340 0 9.62 1395 24.2 3515
39 0.340 0 9.62 374 10.6 411
58 0.340 0 9.62 561 30.4 1769
39 0.340 0 962 374 12.2 472
136 0.340 0 9.62 1308 19.5 2653
72 0.580 0 16.4 1182 16.8 1213
wrightsoft- 2018-Jul-0516.13:46
Right -Suite® Universal 2018 18 0.13 RSU24011 Page 1
AnastasiaBGLW\Lot83ThornbrookeAnastasiaBGLW.rup Calc = MJ8 House laces W
2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, s 6 0.340 0 9.62 58 10.6 63
1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium, 1 ft
overhang (3 ft window ht, 1 ft sep.); 6.67 ft head ht
2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, s 5 0.340 0 9.62 51 12.2 64
1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium, 1 ft
overhang (3.17 ft window ht, 11.5 ft sep.); 6.67 It head ht
2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, s 13 0.340 0 9.62 125 12.2 157
1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft
overhang (4.2 ft window ht, 11.5 ft sep.); 6.67 ft head ht
Doors
11 DO: Door, wd sc type sw 23 0.390 0 11.0 250 12.0 272
n 22 0.390 0 11.0 243 12.0 264
all 45 0.390 0 11.0 493 12.0 536
Ceilings
16B-38ad:Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1482 0.026 38.0 0.74 1090 1.41 2090
gypsum board int fnsh
Floors
20P-19t: Flr floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 13 0.050 19.0 1.41 18 0.71 9
22A-tpl: Bg floor, light dry soil, on grade depth 147 0.989 0 28.0 4126 0 0
wrightsoft- 2018-Jul-05 16:13:46
Right-Suite® Universal 2018 18.0.13 RSU240t1 Page 2
14CICP.... AnastasiaBGLW\Lo183ThornbrookeAnastasiaBGLW.rup Calc = MJ8 House laces: W
DEL -AIR Component Constructions Job: LOt83ThombrOOkeAnast...
P Date: 7/5/18
KUMG' AM COH111111TWIV10 ahu 1 By: JA
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
For: Taylor Morrison
463 Rocky Grove Lane, Sanford, FL 32771
Location:
Orlando Intl AP, FL, US
Elevation: 95 ft
Latitude: 280N
Outdoor: Heating Cooling
Dry bulb (OF) 42 93
Daily range (OF) - 17 ( M)
Wet bulb (OF) - 76
Wind speed (mph) 15.0 7.5
Indoor:
Indoor temperature (OF)
Design TD (OF)
Relative humidity (%)
Moisture difference (gr/lb)
Infiltration:
Method
Construction quality
Fireplaces
Heating
70
28
30
1.5
Simplified
Average
0
Cooling
75
18
50
46.4
Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain
ft' Btuh/ft'-•F ft'-•F/Biuh Btuh/ft' Btuh Btuh/ft' Btuh
Walls
13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum n 470 0.201 0 5.69 2671 4.35 2044
board int Irish a 150 0.201 0 5.69 851 4.35 651
s 433 0.201 0 5.69 2462 4.35 1883
sw 24 0.201 0 5.69 134 4.35 102
w 51 0.201 0 5.69 292 4.35 223
all 1127 0.201 0 5.69 6410 4.35 4904
16A-30ad: Knee wall, asphalt shingles roof mat, r-30 kw ins, 1/2" n 25 0.032 30.0 0.91 23 2.38 59
gypsum board int fnsh
Partitions
12C-Osw: Firm wall, r-13 cav ins, 1/2" gypsum board int Insh, 2"x4" 218 0.091 13.0 2.58 562 1.44 315
wood frm, 16" o.c. stud
Windows
2A-2ov: 2 glazing, clr low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, n 39 0.340 0 9.62 374 10.6 411
1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium, 1 ft e 58 0.340 0 9.62 561 30.4 1769
overhang (6.3 ft window ht, 11.5 ft sep.); 6.67 ft head ht s 39 0.340 0 9.62 374 12.2 472
all 136 0.340 0 9.62 1308 19.5 2653
2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, a 72 0.580 0 16.4 1182 16.8 1213
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 11 ft overhang (8It
window ht, 0 ft sep.); 6.67 ft head ht
2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, s 5 0.340 0 9.62 51 12.2 64
1/8" thk; NFRC rated (SHGC=O 31), 50% drapes, medium; 1 ft
overhang (3.17 ft window ht, 11.5 ft sep.); 6.67 ft head ht
2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, s 13 0.340 0 9.62 125 12.2 157
1/8" thk, NFRC rated (SHGC=0.31); 50% drapes, medium; 1 It
overhang (4.2 ft window ht, 11.5 ft sep.); 6.67 ft head ht
Doors
11 DO: Door, wd sc type sw 23 0.390 0 11.0 250 12.0 272
n 22 0.390 0 11.0 243 12.0 264
all 45 0.390 0 11.0 493 12.0 536
wrightsoft- 2018-Jul-05 16:13.46
w.. ,,-... Right -Suite® Universal 2018 18.0.13 RSU24011 Page 3
AnastasiaBGLW\Lot83ThornbrookeAnastasiaBGLW rup Calc = MJ8 House faces: W
Ceilings
166-38ad: Attic ceiling, asphalt shingles root mat, r-38 ceil ins, 1/2" 12 0.026
gypsum board int fnsh
Floors
22A-Ipl- Bg floor, light dry soil, on grade depth 147 0.989
wrightsoft-
1 .•. _,._ r Right -Suite® Universal 2018 18.0.13 RSU24011
AnastasiaBGLW\Lo183ThornbrookeAnaslasiaBGLW.rup Calc = MJ8 House laces: W
38.0 0.74 9 1.41 17
0 28.0 4126 0 0
2018-Jul-05 16:13 46
Page 4
DEL --AIR Component Constructions Job: Lot83ThornbrookeAnast...
P Date: 7/5/18
HEATING • 11,1111 COMMWI DIG ah u 2 By: JA
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax. 407-333-3853 Web WWW DEL-AIR.COM
For: Taylor Morrison
463 Rocky Grove Lane, Sanford, FL 32771
Design Conditions
Location: Indoor: Heating Cooling
Orlando Intl AR FL, US Indoor temperature (OF) 70 75
Elevation: 95 ft Design TD, (IF) 28 18
Latitude: 280N Relative humidity (%) 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4
Dry bulb (OF) 42 93 Infiltration:
Daily range (IF) - 17 ( M) Method Simplified
Wet bulb (OF) - 76 Construction quality Average
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions
Walls
12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int
fnsh, 2"x4" wood firm, 16" o.c. stud
Partitions
none)
Or Area Ll-value Insul R Htg HTM Loss CIg HTM Gain
ft= Btuh/f2-•F fF-•F/Btuh Blu h/f2 Btu Btuh/ft' Btu
n 461 0.091 13.0 2.58 1186 2.34 1079
e 200 0.091 13.0 2.58 515 2.34 469
s 470 0.091 13.0 2.58 1209 2.34 1100
w 240 0.091 13.0 2.58 618 2.34 562
all 1370 0.091 13.0 2.58 3528 2.34 3210
Windows
2A-2ov. 2 glazing, clr low-e outr, air gas, vnl firm mat, clr innr, 1/4" gap, n
1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft e
overhang (5 It window ht, 1 ft sep.), 6.67 It head ht e
s
w
all
2A-2ov: 2 glazing, clr low-e outr, air gas, vnl firm mat, clr innr, 1/4" gap, s
1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium, 1 ft
overhang (3 ft window ht, 1 It sep.); 6.67 ft head ht
Doors
none)
Ceilings
16B-38ad:Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2"
gypsum board int fnsh
Floors
20P-19t: Fir floor, firm fir, 12" thkns, r-19 cav ins, gar ovr
30 0.340 0 9.62 289 10.6 317
30 0.340 0 9.62 289 30.4 911
40 0.340 0 9.62 385 30.4 1214
15 0.340 0 9.62 144 10.8 162
30 0.340 0 9.62 289 30.4 911
145 0.340 0 9.62 1395 24.2 3515
6 0.340 0 9.62 58 10.6 63
1469 0.026 38.0 0.74 1081 1.41 2072
13 0.050 190 1.41 18 0.71 9
wrightsoft- 2018-Jul-05 16 13:46
Right-Suile® Universal 2018 18 0 13 RSU24011 Page 5
14-_C P..AnastasiaBGLW\Lot83ThornbrookeAnastasiaBGLW rup Calc = MJ8 House faces W
1 DEL -AIR Project Summary Job: Lot83ThombrookeAnast...
1 y Date: 7/5/18
HEATING • Ml CONU MMMG Entire House By: JA
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone, 407-333-2665 Fax: 407.333-3853 Web: WWW.DEL-AIR.COM
For: Taylor Morrison
463 Rocky Grove Lane, Sanford, FL 32771
Notes: RVSD 2/1/16 JA
LS 3/22/16 JA
LS 4/4/16 JA
LS 6/10/16 JA
Design Information
LS 6/14/17A
LS 9/2 t Ar: Orlando Intl AR FL, US
Winter Design 9A9ifl/a;4A Summer Design Conditions
Outside db 42 OF Outside db 93 OF
Inside db 70 OF Inside db 75 OF
Design TD 28 OF Design TD 18 OF
Daily range M
Relative humidity 50
Moisture difference 46 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 26077 Btuh Structure 24391 Btuh
Ducts 7461 Btuh Ducts 8970 Btuh
Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 33538 Btuh Use manufacturer's data y
Rate/swing multiplier
Equipment load
1.00
33361 BtuhInfiltrationsensible
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average
Fireplaces 0 Structure 4164 Btuh
Ducts 1146 Btuh
Central vent (0 cfm) 0 Btuh
Heating Cooling
Area (ft2) 2582 258 Equipment latent load 5310 Btuh
Volume (ft3) 26929 26929
Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 38671 Btuh
Equiv. AVF (cfm) 184 94 Req. total capacity at 0.70 SHR 4.0 ton
Heating Equipment Summary Cooling Equipment Summary
Make n/a Make n/a
Trade n/a Trade n/a
Model n/a Cond n/a
AHRI ref n/a Coil n/a
AHRI ref n/a
Efficiency n/a Efficiency n/a
Heating input Sensible cooling 0 Btuh
Heating output 0 Btuh Latent cooling 0 Btuh
Temperature rise 0 OF Total cooling 0 Btuh
Actual air flow 0 cfm Actual air flow 0 cfm
Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh
Static pressure 0 in H2O Static pressure 0 in H2O
Space thermostat n/a Load sensible heat ratio 0
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrigFftsoft- 2018-Jul-05 16 13:46
Right -Suite® Universal 2018 18 0 13 RSU24011 Page 1
ACCK..AnastasiaBGLW\Lo183ThornbrookeAnastasiaBGLW rup Calc = MJ8 House laces W
1 DEL -AIR Project Summary Job: Lot83ThornbrookeAnast...
1 y Date: 7/5/18
KUM.-amCONIUMM; ahu 1 By: JA
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
For: Taylor Morrison
463 Rocky Grove Lane, Sanford, FL 32771
Notes: RVSD 2/1/16 JA
LS 3/22/16 JA
LS 4/4/16 JA
LS 6/10/16 JA
Information
LS 6/ 14/ 17 A
LS 9/2 " fir: Orlando Intl AR FL, US
Winter Design gr Uffl/8;4A Summer Design Conditions
Outside db 42 OF Outside db 93 OF
Inside db 70 OF Inside db 75 OF
Design TD 28 OF Design TD 18 OF
Daily range M
Relative humidity 50
Moisture difference 46 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 17025 Btuh Structure 14580 Btuh
Ducts 3405 Btuh Ducts 2916 Btuh
Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh
none) none)
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 20430 Btuh Use manufacturer's data y
Rate/swing multiplier 1.00
Infiltration Equipment sensible load 17496 Btuh
Method
Construction quality
Fireplaces
Simplified
Average
0
Heatingg Coolingg
Area (ft2) 1467 1467
Volume (ft3) 13706 13706
Air changes/hour 0.39 0.20
Equiv. AVF (cfm) 88 45
Heating Equipment Summary
Make Lennox
Trade MERIT
Model 14H PX-024-230-19
AHRI ref 10258598
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Capacity balance point = 39 OF
Backup:
8.5 HSPF
21800 Btuh @ 470F
24 OF
840 cfm
0.041 cfm/Btuh
0.30 in H2O
Input = 5 kW, Output = 16909 Btuh, 100 AFUE
Latent Cooling Equipment Load Sizing
Structure 2621 Btuh
Ducts 0 Btuh
Central vent (0 cfm) 0 Btuh
none)
Equipment latent load 2621 Btuh
Equipment Total Load (Sen+Lat) 20117 Btuh
Req. total capacity at 0.75 SHR 1.9 ton
Cooling Equipment Summary
Make Lennox
Trade MERIT
Cond 14HPX-024-230-19
Coil CBA27UHE-024-230'++TDR
AHRI ref 10258598
Efficiency 13.5 EER, 16 SEER
Sensible cooling 18900 Btuh
Latent cooling 6300 Btuh
Total cooling 25200 Btuh
Actual air flow 840 cfm
Air flow factor 0.048 cfm/Btuh
Static pressure 0.30 in H2O
Load sensible heat ratio 0.87
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed
w rigFt tsoft- 2018-Jul-05 16:13.46
Right-Suile® Universal 2018 18 0 13 RSU24011 Page 2
ACCA.•.AnastasiaBGLW\Lo183ThornbrookeAnastasiaBGLW.rup Calc = MJ8 House laces: W
1 DEL -AIR Project Summary Job: Lot83ThornbrookeAnast...
1 y Date: 7/5/18
HEATING- AIR CGrl0fiWHING ahu 2 By: JA
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone 407.333-2665 Fax: 407-333-3853 Web WWW DEL-AIR.COM
For: Tayylor Morrison
463 Rocky Grove Lane, Sanford, FL 32771
Notes: RVSD 2/1/16 JA
LS 3/22/16 JA
LS 4/4/16 JA
LS 6/10/16 JA
InformationDesign
LS 6/1,,/1I17 A
LS 9/219"t Ar: Orlando Intl AP, FL, US
Winter Design &gAdf/8;4A Summer Design Conditions
Outside db 42 OF Outside db 93 OF
Inside db 70 OF Inside db 75 OF
Design TD 28 OF Design TD 18 OF
Daily range M
Relative humidity 50 %
Moisture difference 46 gr/lb
Heating Summary
Structure 9052 Btuh
Ducts 4056 Btuh
Central vent (0 cfm) 0 Btuh
none)
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 13108 Btuh
Infiltration
Method
Construction quality
Fireplaces
Simplified
Average
0
Heatingg Coolin
Area (ftz 1115 11A
Volume (ft3) 13223 13223
Air changes/hour 0.43 0.22
Equiv. AVF (cfm) 96 49
Heating Equipment Summary
Make Lennox
Trade MERIT
Model 14H PX-024-230-19
AH R I ref 10258598
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Capacity balance point = 29 OF
Backup:
8.5 HSPF
21800 Btuh @ 47°F
24 0
840 cfm
0.064 cfm/Btuh
0.30 in H2O
Input = 3 kW, Output = 11784 Btuh, 100 AFUE
Sensible Cooling Equipment Load Sizing
Structure 9811 Btuh
Ducts 6054 Btuh
Central vent (0 cfm) 0 Btuh
none)
Blower 0 Btuh
Use manufacturer's data y
Rate/swing multiplier 1.00
Equipment sensible load 15865 Btuh
Latent Cooling Equipment Load Sizing
Structure 1543 Btuh
Ducts 1146 Btuh
Central vent (0 cfm) 0 Btuh
pone)
Equipment latent load 2689 Btuh
Equipment Total Load (Sen+Lat) 18554 Btuh
Req. total capacity at 0.75 SHR 1.8 ton
Cooling Equipment Summary
Make Lennox
Trade MERIT
Cond 14HPX-024-230-19
Coil CBA27UHE-024-230-++TDR
AH R I ref 10258598
Efficiency 13.5 EER, 16 SEER
Sensible cooling 18900 Btuh
Latent cooling 6300 Btuh
Total cooling 25200 Btuh
Actual air flow 840 cfm
Air flow factor 0.053 cfm/Btuh
Static pressure 0.30 in H2O
Load sensible heat ratio 0.86
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrightsoft- 2018-Jul-0516 13.46
Righl-SuileG Universal 2018 18.0.13 RSU24011 Page 3
ACCA..AnastasiaBGLW\Lol83ThornbrookeAnastasiaBGLW rup Calc = MJ8 House laces. W
a DEL -AIR Right-JO Worksheet
HUTMI °°'ter UMM
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407333-3853 Web WWW DEL -AIR COM
Job: LoI83ThornbrookeAnastasi...
Date: 7/5/18
By: JA
1 Room name Entire House ahu 1
2 Exposed waft 316.4 It 147 4 If
3 Room height 9.2 If 9.3 It
4 Room dimensions
5 Room area 2938.3 ftz 1469.0 Rz
Ty Construction U-value Or HTM Area (119 Load Area (119 Load
number Btuh/flz-'F) Eft fig or perimeter It) Bluh) or perimeter It) Btuh)
Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cool
6 V 12C-0sw 0.091 n 2.58 2.34 491 461 1186 1079 0 0 0 0
C 2A-2ov 0.340 n 9.62 10.58 30 0 289 317 0 0 0 0
13A-2ocs 0.201 n 5.69 4.35 508 470 2671 2044 508 470 2671 2044
2A-2ov 0.340 n 962 1058 39 0 374 411 39 0 374 411
11 W 16A-30ad 0 032 n 0.91 2.38 25 25 23 59 25 25 23 59
12C-Osw 0.091 a 2.58 2.34 270 200 515 469 0 0 0 0
2A-2ov 0.340 a 9.62 30.36 30 0 289 911 0 0 0 0
2B-2fv 0.340 a 9.62 30.36 40 0 385 1214 0 0 0 0
y! 13A-2ocs 0.201 a 5.69 4.35 280 150 851 651 280 150 851 651
2A-2omd 0.580 a 16.41 16.85 72 144 1182 1213 72 144 1182 1213
2A-2ov 0_340 a 9_62 99_36 58 4 1_ 1769 58 0 561 17$
v 12C-Osw 0.091 s 2.58 2.34 491 470 1209 1100 0 0 0 0
I--G
I
2A-2ov
7....
0340
Al.G7
s 9.62 10.58
1."
6
1C
12
7C
58
IAA
63
1C7
0
n
0
n
0
n I
0
n
490I433I
24 1883 490 4 24 1
Ed-ZA
O9.6I 12. 5I2Ov0.340I S --I 12.15 39 0 374 472 39 0 374 472
V 13A-20cs 02u1 SW b69 4.3b 4ti 24 134 1V1 4b 14 1U4 1U1
1100 0390 _sw 11.04 11.99 23 23 250 272 23 23 250 272
12C-0sw 0.091 w 2.58 2.34 270 240 618 562 0 0 0 0
2A_2ov 0.340 _w_ _9.62 _30.36 30 0 289 9.11 0 0 0. a
W 13A-2ocs 0201 w 5.69 4.35 51 51 292 223 51 51 292 223
R 12C-0sw 0.091 2.58 1.44 240 218 562 315 240 218 562 315
121 121 91 17
61 c) AED excursion 101 0
Envelope loss/gain 20368 18788 14288 9918
12 a) Infiltration 5709 1808 2737 867
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 6 1380 6 IWO
Appliances/other 2415 2415
Subtotal (lines 6 to 13) 1 26077 24391 17025 14580
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 26077 24391 17025 14580
15 Duct loads 290/6 379/6 7461 8970 20916 20916 3405 2916
Total room load 33538 33361 20430 17496
Air required (cim) 1680 16B0 840 840
Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed
4&- 2018-Jul•05 16 13 46
AZ' Right -Sure® Universal 2018 18.0 13 RSU24011 Page 1
AnastasiaBGLW\Lo183ThornbrookeAnaslasiaBGLW rup Calc = MJ8 House faces W
jDEL-AIR Right-JO Worksheet r¢°
r"°'°"DMIM9111=° Entire
House DEL -
AIR HEATING & AIR CONDITIONING
531
CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407.333-3853 Web WWW DEL-AIR.COM Job:
Lot83ThornbrookeAnastasi... Date:
7/5/18 By:
JA 1
2
3
4
5
Room
name Exposed
wall Room
height Room
dimensions Room
area ahu
2 169.
0 It 9.
0 It 1469.
3 ftz Ty
Construction number
U-
value BtulvfP*
F) Or
HTM Btuh/
It1) Area (
Its or
perimeter (ft) Load
Bluh)
Area
or
perimeter Load
Heat
Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cool 6
VL_-( 12C-Osw 2A-
2ov 0.
091 0.
340 n
n
2.
58 9.
62 2.
34 10.
58 491
30
461
0
1186
289
1079
317
j
Ci
13A-
2ocs 2A-
2ov 0.
201 0.
340 n
n
5.
69 962
4.
35 10.
58 0
0
0
0
0
0
0
0
11
W 16A-30ad 0.032 n 0.91 238 0 0 0 0 12C-
Osw 2A-
2ov 2B-
21v 0.
091 0.
340 0.
340 a
a
a
2.
58 9.
62 9.
62 2.
34 30.
36 30.
36 270
30
40
200
0
0
515
289
385
469
911
1214
13A-
20cs 2A-
2omd 2A-
2ov 0.
201 0.
580 Q
40 a
a
Q
5.
69 16.
41 9-
62 4.
35 16.
85 3036
0
0
0
0
0
0
0
0
0
0
0
0
G
12C-
0sw 2A-
2ov 2A-
2ov 0.
091 0.
340 0.
340 s
s
s
2.
58 9.
62 9.
62 2.
34 10.
58 10.
77 491
6
15
470
12
26
1209
58
144
1100
63
162
Vh13A-
2ocs 2A-
2ov 2A-
2ov 2A-
2ov 0.
201 0.
340 0.
340 0.
340 s
s
s
5.
69 9.
62 9.
62 9.
62 4.
35 12.
15 1215
12.
15 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V+/
D
13A-
2ocs 11
DO 0.
201 0_
390 s_
sw
sw
5.
69 11.
04 4.
35 11.
99 0
0
0
0
0
0
0
0
W
12C-
0sw 2A2ov
13A-
2ocs 0.
091 0.
340 w
2.58 2.34 30.
3630 270
0
240
0
0
618
289
0
562
9.
11 0
0.201 w_
w
9.
62 5.
69 4.35 q
D
12C-
0sw 11
DO 0.
091 0.
390 n 2.
58 11.
04 1.
44 11.
99 0
0
0
0
0
0
0
0
C
16B-38ad 0.026 0.74 1.41 1469 1469 1081 2072 F
2OP-19t 0.050 1.41 Q.71 13 13 18 9 F
22A-tpl 0.989 27.99 0.00 0 0 0 0 6
c) AED excursion 0 Envelope
loss/gain 6080 8870 12
a) Infiltration b)
Room ventilation 2972
0
941
0
13
Internal gains: Occupants @ 230 Appliances/
other 0
0 0
Subtotal (
lines 6 to 13) 9052 9811 14
15
Less
external load Less
transfer Redistribution
Subtotal
Duct
loads 1 45% 629/. 0
0
0
9052
4056
0
0
0
9811
6054
Total
room load Air
required (cfm) 13108
840
15865
840
Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed I--
2018-Jul-05 16.13:46 Right -
Suite® Universal 2018 18 0 13 RSU24011 Page 2 AnaslasiaBGLW\
Lol83ThornbrookeAnastasiaBGLW.rup Calc = MJ8 House laces: W
DEL -AIR Right-M Worksheet
rQnr.m.°°'
ahu 1
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333.2665 Fax: 407-333-3853 Web: WWW DEL-AIR.COM
Job: Lot 83ThornbrookeAnastasi...
Date: 7/5/18
By: JA
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
ahu 1
147.4 It
9.3 It
1469.0 ftz
mstr rm
42.0 It
9.3 It heaVcool
17.0 x 15.5 It
263.5 It2
Ty Construction
number
U-value
BtutVlt2-*F)
Or HTM
Btuh/Itz)
Heat Cool
Area (119
or perimeter (It)
Gross N/P/S
Load
Btuh)
Heat Cool
Area piq
or perimeter (It)
Gross N/P/S
Load
Btuh)
Heat Cool
6 VjJ
L
12C-Osw
2A•2ov
0.091
0.340
n
n
0.00
0 00
0.00
0,00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-2ocs
2A•2ov
0.201
0.340
n
n
5.69
9.62
4.35
10.58
508
39
470
0
2671
374
2044
411
89
0
89
0
504
0
386
0
11 W 16A-30ad 0.032 n 0.91 2.38 25 25 23 59 25 25 23 59
Vj/
CG
12C-0sw
2A-2ov
213-21v
0.091
0.340
0 340
a
a
a
0.00
0.00
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V
C
1-{
13A-2ocs
2A•2omd
2A•2pv
12C-Osw
2A•2ov
2A•2ov
0.201
0.580
Q.340
0 091
0.340
0 340
a
a
s
s
s
5.69
16.41
9_62
0.00
0.00
0 00
4.35
16.85
3Q36
0.00
0.00
0.00
280
72
58
0
0
0
150
144
0
0
0
0
851
1182
F1
0
0
0
651
1213
1769
0
0
0
145
0
58
0
0
0
86
0
Q
0
0
0
491
0
561
0
0
0
376
0
1769
0
0
0
Vh
13A-2ocs 0.201 s 5.69 4.35 490 433 2462 1883 159 159 902 690
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrigF tsolFt- 2018-Jul•0516:13.46
ACGP •"^'^ .•^•"-••-•-
Right-Suite® Universal 2018 18.0.13 RSU24011 Page 3
AnaslasiaBGLW\Lo183ThornbrookeAnaslasiaBGLW.rup Calc = MJB House laces W
DEL --AIR Right-M WorksheetDEL-AIR
ahu 1
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD. FL 32771 Phone: 407.333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot83ThornbrookeAnastasi...
Date: 7/5/18
By: JA
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
mstr bih
12.0 It
9.3 It heat/cool
12.0 x 8.0 it
960 Itz
mstr wic
0 It
9.3 It heat/cool
6.5 x 7.5 it
48.8 ftz
Ty Construction
number
U-value
BtutVIIL'F)
Or HTM
Bluh/fig
Area (fig
or perimeter (it)
Load
B[it uh)
Area (112)
or perimeter (It)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 VIJ
C
12C-Osw
2A-2ov
0.091
0.340
n
n
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
v 13A-2ocs
2A•2ov
0.201
0.340
n
n
5.69
962
4.35
10.58
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11 W 16A-30ad 0.032 n 0.91 2.38 0 0 0 0 0 0 0 0
12C-0sw
2A-2ov
2B-2fv
0.091
0.340
0.340
a
a
a
0.00
0.00
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
yyyJJJ 13A-2ocs
2A-2omd
2A-2qv
0.201
0.580
Q..3 4
a
a
e
5.69
16.41
9.CL2
4.35
16.85
30.3C
0
0
Q
0
0
Q
0
0
Q
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12C-0sw
2A-2ov
2A-2ov
0.091
0.340
0.340
s
s
s
0.00
0.00
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-2ocs
2A-2ov
2A-2ov
2A-2ov
0.201
0.340
0.340
0.340
s
s
s
s
5.69
9.62
962
9.62
4.35
12.15
12.15
12.15
112
0
0
0
112
0
0
0
637
0
0
0
487
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
y!
D
13A-2ocs
11 DO
0.201
0.390
sw
sw
5.69
11.04
4.35
11.99
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
12C-0sw
2A2ov
13A-2ocs
0.091
0.340
0.201
w
w_
w
0.00
0.00
5.69
0.00
0.00
4.35
0
0
0
0
0
0
0
O
0
0
0
0
0
0
0
0
0 0 0 0 0 0 0 0
F
L--D
12C-0sw
11 DO
0.091
0.390 n
2.58
11.04
1.44
11.99
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
C 16B-38ad 0.026 0.74 1.41 0 0 0 0 0 0 0 0
F 20P=19S Q 050 0_0Q 0.00 0 Q 0 0 0 0 0 0 F
22A-tpl 0.989 27.99 0.00 96 12 336 0 49 0 0 0 6
c) AED excursion 31 0 Envelope
loss/gain 973 4561 01 0 12
a) Infiltration b)
Room ventilation 219
0
69
0
0
0
0
0
13
Internal gains: Occupants @ 230 Appliances/
other 0
0 0
0
0 5
Subtotal (
lines 6 to 13) 1191 525 0 5 14
15
Less
external load Less
transfer Redistribution
Subtotal
Duct
loads 1 20% 20% 0
0
0
1191
2W
0
0
0
525
105
200/6 20% 0
0
0
0
0
0
0
0
5
1
Total
room load Air
required (clm) 1430
59
630
30
0
0
6
0
Calculations
awroved by ACCA to meet all reouirements of Manual J 8th Ed I+_
wrigtitsoft- 2018-Jul•05 16:13 46 AGCK --.
1--
Right-Suite(l)Universal 2018 18 0 13 RSU24011 Page 4 AnastasiaBGLW\
Lol83ThornbrookeAnaslasiaBGLW.rup Calc = MJ8 House laces: W
RDEL--AIR Right-JO Worksheet
r°°"'°''
ahu 1
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax: 407333.3853 Web WWW DEL-AIR.COM
Job: Lo183ThornbrookeAnastasi...
Date: 7/5/18
By: JA
1 Room name mstr we study
2 Exposed wall 0 11 10.5 It
3 Room height 9.3 it heat/cool 9.3 it heat/cool
4 Room dimensions 5.5 x 3.5 It 10.5 x 11.5 it
5 Room area 19.3 fl2 120.8 Itz
tion U-value Or HTM Area (Ilz) Load Area (112 Load7num_iirurc Btul1/It2-•F) Btuh/It2) or perimeter (It) Btuh) or perimeter (It) Bluh)
Heat Cool Gross I N/P/S Heat I Cool Gross I N/P/S Heat Cool
12C-Osw 0 091 a 0.00 0.00 0 0 0 0 0 0 0 0
2A-2ov 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0
2B-21v 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0
13A-2ocs 0.201 a 5.69 4.35 0 0 0 0 0 0 0 0
2A-2omd 0.580 a 16.41 16.85 0 0 0 0 0 0 0 0
2A-2ov _W _g_ 9_R _00_56 0 0 0 0 0 0 0 0
12C-0sw 0.091 s 0 00 0.00 0 0 0 0 0 0 0 0
2A-2ov 0 340 s 0.00 0.00 0 0 0 0 0 0 0 0
r oA _e..., n nnn n nn n nn n n n n n n n n
s
91-3361-
257
SIIIII622A2ov0340sI9. 2. O O O 3 0 3744 472I
t:1
jA-Cotsu.Cu1 sw 5 b`J 4..55 u u u u u u u u11DO0.390 sw 11.04 11.99 0 0 0 0 0 0 0 0
12C-0sw 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0
29r2ov 0.340 _w_ _D.00 _O.00 O O O O O O O
13A-2ocs 1 0.201 w 569 4.35 0 0 0 0 0 0 0 0
m li!,l
61 c) AED excursion 0 1 1 75
Envelope loss/gain 0 0 1004 804
12 a) Infiltration 0 0 191 61
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 5 0
Subtotal (lines 6 to 13) 10 5 1195 865
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 0 5 1195 865
Duct loads 1200/6 20% 01 1 20% 209/. 239 173
r Total room load 0 6 1434 1038
Air required (cfm) 0 0 59 50
Calculations anoroved by ACCA to meet all reauirements of Manual J 8th Ed
f&- w2018-Jul-05 16 13 46 Right -
Suite® Universal 2018 18 0 13 RSU24011 Page 5 AnaslasiaBGLW\
Lot83ThornbrookeAnaslasiaBGLW.rup Calc = MJ8 House laces: W
RDEL--AIR Right-J® Worksheet
1ROIMO-mlarmmolm41
ahu 1
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL32771 Phone:407.333-2665 Fax.407-333-3853 Web WWW.DEL-AIR.COM
Job: Lot83ThornbrookeAnastasi...
Date: 7/5/18
By: JA
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
utd
6.5 It
93 It heat/cool
6.5 x 65 it
42.3 112
pwdr
12.0 It
9.3 1t heat/cool
6.5 x 6.5 it
42.3 ftz
Ty Construction
number
U-value
Bluh/Wt *F)
Or HTM
Btuh/flq
Area (Ill
or perimeter (11)
Load
Btuh)
Area (Ill
or perimeter (It)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 VII
G
12C-Osw
2A-2ov
0 091
0.340
n
n
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-2ocs
2A-2ov
0201
0.340
n
n
5.69
9.62
4.35
1058
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11 W 16A-30ad 0 032 n 0.91 2.38 0 0 0 0 0 0 0 0
12C-Osw
2A-2ov
29-21v
0 091
0.340
0 340
a
a
a
0.00
0.00
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V613A-2ocs
2A-2omd
2A-2ov
0.201
0.5BO
0_340
0.091
0.340
0.340
a
a
g
s
s
s
5.69
16.41
962
000
0.00
0.00
4.35
16.85
30 36
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Q
0
0
0
12C-0sw
2A-2ov
2A-2ov
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
VVV 13VhA-2ocs
2A-2ov
2A-2ov
2A-2ov,
0.201
0.340
0.340
0.340
s
s
s
s
5.69
9.62
9.62
9.62
4.35
12.15
12.15
12.15
61
0
13
0
48
0
0
0
271
0
125
0
208
0
157
0
61
5
0
0
55
0
0
0
315
51
0
0
241
64
0
0
y!
D
13A-2ocs
11 DO
0.201
0_390
sw
sw
5.69
11.04
4.35
11.99
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Val
C_
W
12C-0sw
2ov
13A-2ocs
0.091
0.340
w
w_
w
0.00
0.00
5.69
0.00
0.00
4.35
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.201 0 0 0 51 51 292 223
R
D
12C-0sw
11 DO
0.091
0.390 n
2.58
11.04
1.44
11.99
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
C 16B-38ad 0.026 0.74 1.41 0 0 0 0 0 0 0 0
F 2OP-19t 0 059
0.989
0.00
27.99
0_00
000
0
42
0
7
0
182
0
0
0 0 p 0
F 22A-tpl 42 12 336 0
6 c) AED excursion 17 18
Envelope loss/gain 578 348 993 511
12 a) Infiltration
b) Room ventilation
118
0
38
0
219
0
69
0
13 Internal gains. Occupants @ 230
Appliances/other
0 0
600
0 0
0
Subtotal (lines 6 to 13) 696 986 1212 580
14
15
Less external load
Less transfer
Redistribution
Subtotal
Duct loads 20916
0
0
0
696
139
0
0
0
986
197 20% 20%
0
0
0
1212
1 242
0
0
0
580
116
Total room load
Air required (cfm) 720T% 836
34
1183
57
1455
60
696
33
Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed
2018-Jul-05 16:13 46
CA "".......Right -Suite® Universal 2018 18.0 13 RSU24011 Page 6
AnastasiaBGLW\Lot83ThornbrookeAnastasiaBGLW.rup Calc = MJB House laces W
DEL -AIR Right-J® Worksheet
r ANM - AM coldimallim
a h u 1
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 Fax: 407-333-3853 Web WWW DEL -AIR COM
Job: Lot83ThornbrookeAnastasi...
Date: 7/5/18
By: JA
1 Room name family rm dining rm
2 Exposed wall 35.0 it 10.0 It
3 Room height 9.3 It heal/cool 9.3 If heat/cool
4 Room dimensions 20.5 x 14.5 It 1.0 x 210.0 If
5 Room area 297.3 I12 210.0 Itz
Ty Construction U-value Or HTM Area (Itq Load Area (119 Load
number Btuh/ft2-°F) Bturofig or perimeter (ft) 81uh) or perimeter (It) Btuh)
Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 y/ 12C-Osw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0
G 2A-2ov 0 340 n 0.00 0.00 0 0 0 0 0 0 0 0
T-G19113A-2ocs 0201 n 5.69 4.35 191 1088 832 93 54 310 237
2A-2ov 0.340 n 9.62 10.58 0 0 0 0 39 0 374 411
11 W 16A-30ad 0.032 n 0.91 2.38 0 0 0 0 0 0 0 0
12C-Osw 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0
2A-2ov 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0
2B-21v 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0
13A-2ocs 0.201 a 5.69 4.35 135 63 360 275 0 0 0 0
2A-2omd 0.580 a 16.41 16.85 72 72 1182 1213 0 0 0 0
2A-20v 0_340 q_ 9.62 30_36 0 0 0 0 0 0 0
12C-Osw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0
1- 2A-2ov 0 340 s 0.00 0.00 0 0 0 0 0 0 0 0
r oe-9,,,, n zen n nn n nni ni Alni ni ni ni ni n
I2A-2ovcs _I 0.340I s 9.62I 12.135I OI O) 0 OI OI 0 OI OI
13A-20cs 1 0.2011 sw I 5.69 U U
0 0
U
0
U
0
U
0
U
0
U
0
U
0
0 0
0 0-0-0-0-0-0
0
0
0 0
0
0 0 0
0
0 0 0 0 0 0
0 0
0 0
0
0
0
0
0
0
0
0
0
0
0
0
0 0 0 0 0 0 0 0
61 c) AED excursion 1-194 1 1 -53
Envelope loss/gam 3609 2126 963 595
12 a) Infiltration 638 202 182 58
b) Room ventilation 0 0 0 0
13 Internal gains Occupants @ 230 4 920 1 230
Appliances/other 0 0
Subtotal (lines 6 to 13) 14247 3249 1146 883
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redlsinbution 0 0 0 0
14 Subtotal 4247 3249 1146 883
15 Duct loads 209% 209% 949 650 209/6 20% 229 177
Tolal room load 5097 3898 1375 1060
Air required (cfm) 210 187 57 51
Calculations woroved by ACCA to meet all requirements of Manual J 8th Ed
4&- w2018-Jul-05 16 13 46 Right -
Sure® Universal 2018 18.0 13 RSU24011 Page 7 AnaslasiaBGLW\
L0183ThornbrookeAnaslasiaBGLW rup Calc = MJ8 House laces W
DEL --AIR Right-J® Worksheet
MAT=-°"°'m'°
ahu 1
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 Fax: 407-333-3853 Web WWW.DEL-AIR COM
Job: Lot83ThornbrookeAnastasi...
Date: 7/5/18
By: JA
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
pantry
0 It
9.3 It heat/cool
6.0 x 3.5 it
21 0 f l2
kitchen
19 4 it
9.3 it heat/cool
1 0 x 308.0 It
308.0 f 12
Ty Construction
number
U-value
Btuh/Wt 'F)
Or HTM
Btuh/fig
Heat Cool
Area (Ilg
or perimeter (ft)
Gross N/P/S
Load
Btuh)
Heat Cool
Area (fig
or perimeter (It)
Gross N/P/S
Load
Btuh)
Heat Cool
6 VL-C
12C-Osw
2A-2ov
0.091
0 340
n
n
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
l-G
13A-2ocs
2A-2ov
0201
0.340
n
n
5.69
9.62
4.35
10.58
0
0
0
0
0
0
0
0
135
0
135
0
770
0
589
0
11 W 16A-30ad 0.032 n 0.91 2.38 0 0 0 0 0 0 0 0
12C-Osw
2A-2ov
2B-2fv
0.091
0.340
0.340
a
a
a
0.00
0.00
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-20cs
2A-2omd
2A-2ov
0201
0.5BO
a4Q
a
a
e
5.69
16.41
9.¢2
4.35
16.85
0.36
0
0
0
0
0
Q
0
0
Q
0
0
0
0
0
0
0
0
0
0
0
0
0
0
G
12C-0sw
2A-20v
2A-2ov
0.091
0.340
0.340
s
s
s
0.00
0.00
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
VII
D
13A-2ocs
11DO
0.201
0_390
sw
sw
5.69
11.04
4.35
11.99
0
0
0
0
0
0
0
0
46
23
24
23
134
250
102
272
V
G.
W
12C-0sw
2A:2ov
13A-2ocs
0.091
0.340
0.201
w
w_
w
0.00
0.00
5.69
0.00
0.00
4.35
d
0
0
0
0
0
0
0
0
0
0
0
0
0-0-0
0
0
0
0
0
0
0.
0
R
0
12C-Osw
1100
0.091
0.390 n
2.58
11.04
1.44
11.99
0
0
0
0
0
0
0
0
240
22
218
22
562
243
315
264
C 16B-3Bad 0.026 0.74 1.41 0 0 0 0 12 12 9 17
F
F
2QP-19l
22A-tpl
0.0 0
0.M
0_00
27.99
Q.00
0.00
0
21
0
0
0
0
0
0
0
308 19
0
543
0
0
6 c) AED excursion 0 162
Envelope loss/gain 0 0 2511 1397
12 a) Infiltration
b) Room ventilation
0
0
0
0
355
0
112
0
13 Internal gains: Occupants @ 230
Appliances/other
0 0
5
0 0
1200
Subtotal (lines 6 to 13) 0 5 2866 2709
14
15
Less external load
Less transfer
Redistribution
Subtotal
Duct loads 20'/ 20%
0
0
0
0
0
0
0
0
5
1 20'/, 20%
0
0
0
2866
573
0
0
0
2709
542
Total room load
Air required (cim)
0
0
6
0
3439
141
3251
156
13A-2ocs 0.20t s 5.69 4.35 0 0 0 0 0 0 0 0
2A-2ov 0.340 s 9.62 12.15 0 0 0 0 0 0 0 0
2A-2ov 0.340 s 9.62 12.15 0 0 0 0 0 0 0 0
2A-2ov 0.340 s 9.62 12.15 0 0 0 0 0 0 0 0
Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed
4+- wrigF tsoft- 2018-Jul-0516:13:46
Right -Suite® Universa120t8 18.0.13 RSU240n Page 8
AnastasiaBGLW\Lo183ThornbrookeAnaslasiaBGLW rup Calc = MJ8 House laces: W
DEL -AIR Right-J® Worksheet
MATMI-AM CON UMN
ahu 2
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333.2665 Fax, 407-333.3853 Web- WWW.DEL-AIR.COM
Job: Lot83ThornbrookeAnastasi...
Date: 7/5/18
By: JA
1 Room name ahu 2 rm 2
2 Exposed wall 169.0 It 39.5 It
3 Room height 9.0 It 9.0 It heal/cool
4 Room dimensions 14.5 x 15.5 It
5 Room area 1469.3 ftz 224.8 Itz
Ty I Construction
number
U-value
Bluh/Wt -F)
Or HTM
Btutdlt2)
Area (119
or perimeter (It)
Load
Btuh)
Area (Its
or perimeter (It)
Load
Bluh)
Heat I Cool Gross I N/P/S Heat I Cool Gross I N/P/S Heat I Cool
12C-Osw 0.091 a 2.58 2.34 270 200 515 469 140 110 282 257
2A-2ov 0.340 a 9.62 30.36 30 0 289 911 30 0 289 911
2B-2fv 0.340 a 9.62 30.36 40 0 385 1214 0 0 0 0
13A-2ocs 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0
2A-2omd 0.580 a 0.00 0.00 0 0 0 0 0 0 0 0
2A-20v 0.340 e_ 0.00 0_00 0 0 0 Q 0 0 0 0
Vj1 12C-0sw 0.091 s 2.58 2.34 491 470 1209 1100 131 131 336 306
I--GImo- 2A-2ov7A _7 '
0.340
n OAn
s 9.62
a c0
10.58
1n 77
6
1G
12
0a
58
1An
63
1a9
0
n
0
n
0
n
0
n
0-0 0
Ed 1--j- 2A-2ov 0.340 s_ 0.00 0.00 0 0 0 0 0 0 0 0
IjA-10C5 U.LUI sW U.VU U.uuU U U U U U V V I-
p 11 DO 0.390 sw 0.00 0.00 0 0 0 0 0 0 0 0 yl
12C-0sw 0.091 w 2.5B 2.34 270 240 618 562 0 0 0 0 G. _
2ov 0.340 _w_ _9.62 _30.36 30 0 289 9.11 0-0-0-0 W
13A-2ocs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 6
c) AED excursion 10 56 Envelope
loss/gain 6080 8870 1292 2046 12
a) Infiltration 2972 941 695 220 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) 9052 9811 1987 2266 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 9052 9811 1987 2266 15
Duct loads 45 % 62% 4056 6054 45 % 62% 890 1398 Total
room load 13108 15865 2877 3665 Au
required (cfm) 840 840 184 194 Calculations
aDDroved by ACCA to meet all reauirements of Manual J 8th Ed 4&-
wrigF,tsoPt- 2018-Jul-0516:13:46 Righl-
Suite® Universal 2018 18.0 13 RSU24011 Page 9 AnaslasiaBGLW\
Lol83ThornbrookeAnastasiaBGLW.rup Calc = MJ8 House faces. W
DEL -AIR Right-J® Worksheet
16 T=-==1111MMM
ahu 2
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot83ThornbrookeAnastasi...
Date: 715/18
By: JA
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
bth 2
9.0 It
9.0 If heal/cool
9.0 x 6.0 It
54.0 112
bih 3
11.5 It
9.0 If heal/cool
11.5 x 6.0 It
690 112
Ty Construction
number
U-value
Blul1/ft2-'F)
Or HTM
Btuh/flq
Area (119
or perimeter (It)
Load
Btuh)
Area (I12)
or perimeter (It)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 Vr12C-Os
G 2A-2ov
0.091
0.340
n
n
2.58
9.62
2.34
10.58
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1-0
13A-2ocs
2A-2ov
0.201
0.340
n
n
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11 W 16A-30ad 0.032 n 0.00 0.00 0 0 0 0 0 0_ 0 0
12C-0sw
2A-2ov
2B-21v
0.091
0.340
0.340
a
a
a
2.58
9.62
9.62
2.34
30.36
30.36
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
VU13A-2ocs
2A-2omd
2A-2ov
0.201
0.580
0.34Q
a
a
a
0.00
0.00
0_OQ
0.00
0.00
0_QQ
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
I--G
12C-0sw
2A-2ov
2A-2ov
0.091
0.340
0.340
s
s
s
2.58
9.62
9.62
2.34
1058
10 77
81
6
0
75
6
0
193
58
0
176
63
0
104
0
0
104
0
0
267
0
0
243
0
0I
13A-2ocs
2A-2ov
2A-2ov
2A-2ov
0.201
0.340
0.340
0.340
s
s
s
s
0.00
0.00
0.00
0 00
0 00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Vy
Y-D
13A-20cs
11 DO
0.201
0.390
sw
0.00
0.00 0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1L_G.
W
12C-0sw
2A.2ov
13A-2ocs
0.091
0.340
sw
w
w_
0.00
2.58
9.62
0.00
2.34
30.36
0
0
0
0
0
0
0
O
0
0
0
0
0
0
0
0
0
00.201 w 0.00 0 0 0 0 0 0
R
1- D
12C-0sw
11 DO
0.091
0.390 n
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
C 16B-38ad 0.026 0.74 1.41 54 54 40 76 69 69 51 97
F 20P-19I Q_0`%0
0.989
1.41 0.71 0 0 0 0 0 0 0 0
F 22A-tpl 0.00 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 42 A7
Envelope loss/gain 291 273 317 293
12 a) Infiltration
b) Room ventilation
158
0
50
0
202
0
64
0
13 Internal gains: Occupants @ 230
Appliances/other
0 0
0
0 0
0
Subtotal (lines 6 to 13) 1449 323 520 357
14
Less external load
Less transfer
Redistribution
Subtotal
Duct loads 1 45% 62%
0
0
0
449
201
0
0
0
323
199 45% 62%
0
0
0
520
1 233
0
0
0
357
220
r Total room load
Air required (cfm)
650
42
523
28
752
48
577
31
Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed
T"I-_ 2018-Jul-0516:13.46
14GC411 '-'-" ...". '_'
Right -Style® Universal2018 18.0.13 RSU24011 Page 10
AnastasiaBGLW\Lot83ThornbrookeAnastasiaBGLW rup Calc = MJ8 House laces: W
DEL -AIR Right-M Worksheet
HUITM-= COMMON=
ahu 2
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR COM
Job: Lot83ThornbrookeAnastasi...
Date: 7/5/18
By: JA
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
rm 4
28.0 It
9.0 it heat/cool
14.0 x 14.0 it
196.0 Itz
rm 3 wic
70 it
9.0 it heat/cool
9.5 x 5.0 It
47.5 112
Ty Construction
number
U-value
Btuh/W*F)
Or HTM
Bluf,/flq
Area (lt2)
or perimeter (Il)
Load
Btuh)
Area (Itq
or perimeter (It)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 y/
1
12C-Osw
2A-2ov
0.091
0.340
in
in
2.58
9.62
2.34
10.58
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-2ocs
2A-2ov.
0.201
0.340
n
n
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11 W 16A-30ad 0.032 n 0.00 0.00 0 0 0 0 0 0 0 0
12C-0sw
2A-2ov
2B-21v
0.091
0.340
0.340
a
a
a
2.58
9.62
9.62
2.34
30.36
30.36
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
LAG
13A-2ocs
2A-2omd
2A-2ov
0.201
0.580
03L49 a
a
a
0.
00 0.
00 0_
00 0.
00 0.
00 0
002.
34 10.
58 10.
77 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
G
12C-
0sw 2A-
2ov 2A-
2ov 0.
091 0.
340 0.
340 s
s
s
2.
58 9.
62 9.
62 126
0
15
111
0
13
286
0
144
260
0
162
18
0
0
18
0
0
46
0
0
42
0
0
III--GGG 13A-
2acs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 Calculations
aDDroved by ACCA to meet all reouirements of Manual J 8th Ed I}_
2018-Jul-05 16 13.46 4r--
Ck Right -
Suite® Universal 2018 18 0 13 RSU24011 Page 11 AnastasiaBGLW\
Lo183ThornbrookeAnaslasiaBGLW.rup Calc = MJ8 House laces W
DEL -AIR Right-J® Worksheet
HUT=-=CCVlWnW=
ahu 2
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR COM
Job: Lo183ThornbrookeAnastasi...
Date: 7/5/18
By: JA
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
rm 3
24 0 it
9.0 It heat/cool
13.0 x 11.0 it
143 0 flz
loft
11.5 It
9.0 It heat/cool
11.5 x 11.0 it
126.5 ftz
Ty Construction
number
U-value
Bluh/ItZ"F)
Or HTM
Btuh/fIq
Area (fig
or perimeter (It)
Load
Btuh)
Area (fig
or perimeter (it)
Load
Bluh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 V
C
12C-Osw
2A-2ov
0.091
0.340
n
n
2.58
9.62
2.34
10.58
117
0
117
0
301
0
274
0
104
30
74
0
189
289
172
317
13A-2ocs
2A-2ov
0.201
0 340
n
n
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11 W 16A-30ad 0.032 n 0.00 0.00 0 0 0 0 0 0 0 0
12C-Osw
2A-2ov
213-21v
0.091
0.340
0.340
e
a
a
2 58
9.62
9.62
2.34
30.36
30.36
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-2ocs
2A-2omd
2A-2ov
0.201
0.580
Q340
a
e
a
0.00
000
0_00
2.58
962
9.62
0.00
0.00
goo
2.34
10.58
10.77
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
G
II--GG
12C-Osw
2A-2ov
2A-2ov
0.091
0.340
0.340
s
s
s
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-2ocs
2A-2ov
2A-2ov
2A-2ov
0.201
0.340
0.340
0.340
s
s
s
s
0.00
0.00
0.00
0.00
000
0.00
2.5B
9.62
0.00
0.00
0.00
0.00
0.00
0.00
0_00
2.34
30.36
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
VII
D
13A-2ocs
11 DO
12C-Osw
2A_2ov
13A-2ocs
0.201
0.390
0.091
0.340
0.201
sw
sw
w
w_
w
0
0
99
15
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
84
0
216
1.44
197
455
0
0-0-0
0 0 0
0
0 0 0 0 0 0 0 0
Fj
T-D
12C-Osw
11 DO
0.091
0.390 n
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
C 16B-38ad 0.026 0.74 1.41 143 143 105 202 127 127 93 178
F 2QP-19t 0050
0.989
1.41 Q.71 1 i 2 1 Q 0 0 0
F 22A-Ipl 0.00 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 91 85
Envelope loss/gain 1769 12201 571 583
12 a) Infiltration
b) Room ventilation
422
0
134
0
202
0
64
0
13 Internal gains' Occupants @ 230
Appliances/other
0 0
0
0 0
0
Subtotal (lines 6 to 13) 1191 1353 773 647
14
15
Less external load
Less transfer
Redistribution
Subtotal
Duct loads 45% 62%
0
0
0
1191
1 534
0
0
0
1353
835 45% 1 629%
0
0
0
773
346
0
0
0
647
399
Total room load
Au required (cfm)
1724
111
2188
116 1 1120
72
1047
55
Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed
t wrigF tsoit- 2018-Jul-0516:13:46
AGC.P%
Right -Suite® Universal 2018 18 0 13 RSU24011 Page 12
AnaslasiaBGLW\Lol83ThornbrookeAnastasiaBGLW.rup Calc = MJ8 House faces: W
DEL -AIR Right-J® Worksheet
HU=-m1cor1NnW=
ahu 2
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone, 407.333.2665 Fax 107.333-3853 Web WWW.DEL-AIR COM
Job: Lo183ThornbrookeAnastasi...
Date: 7/5/18
By: JA
1 Room name open to below stairs
2 Exposed wall 35.0 it 3.5 It
3 Room height 9.0 it heat/cool 9.0 It heat/cool
4 Room dimensions 20.5 x 14.5 It 1.0 x 311.3 It
5 Room area 297.3 112 311.3 ft2
Ty Construction U-value Or HTM Area (fig Load Area (112) Load
number Bluh/Wt 'F) Btu 112) or perimeter (it) Btuh) or perimeter (II) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 VL 12C-Osw 0.091 n 2.58 2.34 185 185 475 432 0 0 0 0
C 2A-2ov 0 340 n 9.62 10.58 0 0 0 0 0 0 0 0
13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0
2A-2ov 0 340 n 0.00 0.00 0 0 0 0 0 0 0 0
11 W 16A-30ad 0.032 n 0.0 0.0 0 0 0 0 0 0 0 0
12C-Osw 0.091 a 2.58 2.34 131 91 233 212 0 0 0 0
2A-2ov 0.340 a 9.62 30.36 0 0 0 0 0 0 0 0
2B.21v 3.340 a 9.62 30.36 40 0 385 1214 0 0 0 0
13A-2ocs 0.201 a 0.0 0.0 0 0 0 0 0 0 0 0
2A-2omd 0.580 a 0.0 0.0 0 0 0 0 0 0 0 0
2A-2ov o340 a QQ o_pQ 0 o p 0 4 0 Q 0
12C-Osw s 2.58 2.34 0 0 0 0 32 32 81 740.091
I--G 2A-2ov
en _o...,
0.340
n 1,nn
s 9.62
n nol
10.58
in n1
0
ni
0
ni
0
n
0
n
0
n
0
n
0
n
0
n
2ov2A 0.340 s0000.00 0.0 0 0 0 0 0 0 0 0
Vf/ 1SA-20ts U.'LUl sw U.UU U.W U U u u U U u U
D 11 DO 0.390 sw 0.0 000 0 0 0 0 0 0 0 0
12C-Osw 0.091 w 2.58 2.34 0 0 0 0 0 0 0 0Y
2A_2ov 0.340 _w_ _9.62 _3136 0 0 0 0 0 0 -0-0
W 13A-2ocs 0.201 w 0.0 0.0 0 0 0 0 0 0 0 0
R 12C-Osw 0.091 0.000.000 0 0 0 0 0 0 0
D 11 DO 0.390 n 0.0 000 0 0 0 0 0 0 0 0
C 16B-38ad 0.026 0.74 1.41 297 297 219 419 311 311 229 439
6 c) AED excursion
Envelope loss/gain
12 a) Infiltration
b) Room ventilation
13 Internal gains:
Subtotal (lines 6 to 13)
Less external load
Less transfer
Redistribution
14 Subtotal
15 Duct loads
Total room load
Air required (cfm)
Occupants @ 230
Appliances/other
1
1312 24
615 1
0
0
1927 26
0
0
0
1927 26
45 % 629% 864 16
2791 42
179 2
62
310 451
62 19
0 0
0 0
0
372 471
0 0
0 0
0 0
372 471
459/6 629/6 167 290
538 761
34 40
Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed
fk- w2018-Jul-05 16 13 46 Right -
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Lol83ThornbrookeAnastasiaBGLW.rup Calc = MJ8 House faces W
DEL -AIR Duct System Summary
t1lEAT G • MH CON11111M r1210 ah u 1
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM
For: Taylor Morrison
463 Rocky Grove Lane, Sanford, FL 32771
Job: Lot83ThornbrookeAnast...
Date: 7/5/18
By: JA
Heating Cooling
External static pressure 0.30 in H2O 0.30 in H2O
Pressure losses 0.06 in H2O 0.06 in H2O
Available static pressure 0.24 in H2O 0.24 in H2O
Supply / return available pressure 0.120 / 0.120 in H2O 0.120 / 0.120 in H2O
Lowest friction rate 0.148 in/100ft 0.148 in/100ft
Actual air flow 840 cfm 840 cfm
Total effective length (TEL) 162 ft
Name
Design
Btuh)
Htg
cfm)
Clg
cfm)
Design
FR
Diam
in)
H x W
in)
Duct
Mall
Actual
Ln (ft)
Ftg.Egv
Ln (ft) Trunk
dining rm h 1375 57 51 0.196 6.0 Ox 0 VIFx 27.1 95.0 SO
family rm h 5097 210 187 0.183 8.0 Ox 0 VIFx 36.2 95.0 stl
kitchen c 3251 141 156 0.212 8.0 Ox 0 VIFx 18.0 95.0 SO
mstr bth h 1430 59 30 0.160 5.0 Ox 0 VIFx 40.3 110.0 st3
msir rm c 5723 221 275 0.148 9.0 Ox 0 VIFx 52.0 110.0 st3
mstr we c 6 0 0 0.163 4.0 Ox 0 VIFx 37.5 110.0 st3
mstr wic c 6 0 0 0.159 4.0 Ox 0 VIFx 41.1 110.0 st3
pantry c 6 0 0 0.209 4.0 Ox 0 VIFx 19.6 95.0 st1
pwdr h 1455 60 33 0.199 5.0 Ox 0 VIFx 25.5 95.0 St1
study h 1434 59 50 0.164 6.0 Ox 0 VIFx 36.2 110.0 st3
util c 1183 34 57 0.199 5.0 Ox 0 VIFx 25.5 95.0 st1
Supply Trunk Detail Table
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type cfm) cfm) FR fpm) in) in) Material Trunk
st3 Peak AVF 338 355 0.148 452 12.0 0 x 0 VinlFlx SO
SO Peak AVF 840 840 0.148 602 16.0 0 x 0 VinlFlx
wrightsoR- 2018-Jul-05 16:13 47
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ACCA...AnaslasiaBGLW%Lo183ThornbrookeAnaslasiaBGLW.rup Calc = MJ8 House faces: W
Return Branch Detail Table
Name
Grille
Size (in)
Htg
cfm)
Clg
cfm)
TEL
ft)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rb3 Ox 0 840 840 0 0 0 0 Ox 0 VIFx
wrightsoft' 2018-Jul-05 16:13:47
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ACICA...AnastasiaBGLW%Lot83ThornbrookeAnastasiaBGLW.rup Calc = MJ8 House laces: W
DEL -AIR Duct System Summary
FOI1M - AIR CO"°ri10MG a h u 2
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM
For: Taylor Morrison
463 Rocky Grove Lane, Sanford, FL 32771
Job: Lot83ThornbrookeAnast...
Date: 7/5/18
By: JA
Heating Cooling
External static pressure 0.30 in H2O 0.30 in H2O
Pressure losses 0.06 in H2O 0.06 in H2O
Available static pressure 0.24 in H2O 0.24 in H2O
Supply / return available pressure 0.120 / 0.120 in H2O 0.120 / 0.120 in H2O
Lowest friction rate 0.202 in/100ft 0.202 in/100ft
Actual air flow 840 cfm 840 cfm
Total effective length (TEL) 119 ft
Name
Design
Btuh)
Htg
cfm)
Clg
cfm)
Design
FR
Diam
in)
H x W
in)
Duct
Mail
Actual
Ln (ft)
Ftg.Egv
Ln (ft) Trunk
bth 2 h 650 42 28 0.318 4.0 Ox 0 VIFx 5.5 70.0
bth 3 h 752 48 31 0.311 4.0 Ox 0 VIFx 7.1 70.0
loft h 1120 72 55 0.203 6.0 Ox 0 VIFx 33.0 85.0 st2
open to below c 2104 89 111 0.274 6.0 Ox 0 VIFx 17.5 70.0
open to below -A c 2104 89 111 0.286 6.0 Ox 0 VIFx 14.0 70.0
rm 2 c 3665 184 194 0.270 8.0 Ox 0 VIFx 18.8 70.0
rm 3 c 2188 111 116 0.206 6.0 Ox 0 VIFx 31.5 85.0 st2
rm 3 wic h 487 31 20 0.202 4.0 Ox 0 VIFx 33.7 85.0 st2
rm 4 h 2168 139 134 0.281 6.0 Ox 0 V I Fx 15.5 70.0
stairs c 761 34 40 0.306 6.0 Ox 0 VIFx 8.6 70.0
Name
Trunk
Type
Htg
cfm)
Clg
cfm)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Duct
Material Trunk
st2 Peak AVF 213 191 0.202 483 9.0 0 x 0 VinlFlx
Name
Grille
Size (in)
Htg
cfm)
Clg
cfm)
TEL
ft)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Mall Trunk
rb2 Ox 0 840 840 0 0 0 0 Ox 0 VIFx
W rightsoft- 2018-Jul-05 16:13,47
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ACCA . AnastasiaBGLW\Lot83ThornbrookeAnaslasiaBGLW.rup Calc = MJ8 House faces: W
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot83ThornbrookeAnaslasiaBGLW Builder Name: Taylor Morrison
Street: 463 Rocky Grove Lane Permit Office:
City, State, Zip: Sanford , FL , 32771 Permit Number:
Owner: Jurisdiction: 691500
Design Location: FL, Orlando
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 an gaps in the air barrier shall be sealedY9P 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 corners 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/door jambs 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
between fire sorinkler cover plates and walls or ce*lmnos
a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400
7/5/2018 3:47 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
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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: Lol83ThornbrookeAnastasiaBGLW Builder Name: Taylor Morrison
Street. 463 Rocky Grove Lane Permit Office.
City, State, Zip: Sanford , FL , 32771 Permit Number:
Design Location: FL, Orlando Jurisdiction: 691500
Cond. Floor Area:: 2582 sq.ft. Cond. Volume: 23678 cu ft.
Envelope Leakage Test Results
Regression Data:
16 n:
Sinale 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)(f), (g), or (i) or an
approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing
shall be performed at any time after creation of all penetrations of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other
infiltration control measures;
2 Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration
control measures;
3. Interior doors, if installed at the time of the test, shall be open;
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed;
5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and
6. Supply and return registers, if installed at the time of the lest, 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 NAME:
DATE:
Testing shall be conducted by either
individuals as defined in Section
553.993(5) or (7), Florida Statutes or
individuals licensed as set forth in
Section 489.105(3)(f), (g), or (i) or an
approved third party. A written report of
the results of the test shall be signed
by the third party conducting the test
and provided to the code official.
BUILDING OFFICIAL:
DATE:
04 -ME
22
STATE
4 0,61) WE 1140
7/5/2018 3:47 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1
Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
ADDRESS: 463 Rocky Grove Lane Permit Number.
Sanford , FL , 32771
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 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance
with the manufacturers 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)(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.
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 IeakageWindows, 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.
7/5/2018 3:47 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5
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:
1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
2. 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.
SECTION R403 SYSTEMS
R403.1 Controls.
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) or
7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" 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.
2. 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 55°F (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 R403.5.1.1. 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.
7/5/2018 3 47 PM EnergyGauge® USA - FlaRes2017 - FBC 6lh Edition (2017) Complian Page 2 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heal 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 heal trap or a
downward and upward bend of at least 3 % 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 100°F 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 atilt 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 R403.6.1.
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 Quality, shall be the maximum rates allowed for residential applications.
2. 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
3. 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 MAXIMU
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
7/5/2018 3:47 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5
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 limes 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:
1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
2. 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 (10'C), and no
precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4.8'C).
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.
7/5/2018 3.47 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5
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 (Mandatoryp a 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.
7/5/2018 3:47 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5
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WATER SOFTENER G •....... - _.
iAU14DRY PQwDER }
TUB
s
BATHCA
TAYLOR MORRISON HOMES
THORNBROOKE S.F.
LOT 83
HOUSE TYPE: ANASTASIA
GARAGE SINK
WATER SOFTENER
2ND LAV BTH 3
SHW ILO TUB BTH 2 i
iST FLOOR
TAYLOR MORRISON HOMES r °
THORNBROOKE S.F. i a
LOT 83 _
HOUSE TYPE: ANASTASIA
j - W OPT'S: -
GARAGE SINK_
WATER SOFTENER
2ND LAV BTH 3
SHW ILO TUB BTH 2 ._:. `
2ND FLOOR
aATH 3
3' WASTP sTAcK FROM 2Mp i7DOfi
TER11'tlf1ATINe To Lsr noon -
DESCRIPTION AS FURNISHED: Lot 83, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages
70 thru 71, Public Records of Seminole County, Florida.
PLOT PLAN FOR/CERTIFIED T0: TayIoRFMCORDo-nOpo t Florida, Inc.
1
O OO
LOT 82 er N
CO
5.00
TRACT J
OPEN SPACE/RECREATION
N 00R14'55" W
40.00'
T19.80 ' i 9.80'
Qo
15.7'
COVERED N
PATIO pj
L6
14.3'
LOT 83
EV
PROPOSED RESIDENCE to
MODEL: ANASTASIA
2 CAR GARAGE LEFT
5.00' --
21.3'
16' DRIVE /
j
25.20 5.20'
10' UTIL. ESLMT.
WALK
ry10
N 00014 '55 " W
40.00
CITY OF S!"kiIFORD
3 3J-
AUG 2 0 go/9
s.00
ok to construct single family home
with setbacks and impervious area
shown on plan. &na 5MsFaF ro
Lr)
O
LOT 84
CO ~
5.00'
103_91
JV- - P.C. 0
R0CIKY CR0 VT LANE
50' R/W UTILITY AND ACCESS)
4 G O
Qqp PROPOSED = FINISHED SPOT GRADE ELEVATION
PER DRAINAGE PLANS
V"- PROPOSED DRAINAGE FLOW
LOT GRADING TYPE B
PROPOSED F F. PER PLANS - 23.6' ++
PROPOSED GRADE PER CONSTRUCTION PLAN ++
LIVING = 1,4r„
GARAGE 455
ENTRY _ 71 SQ. r l
LANAI = 139
BREEZEWAY- N/A so.FI. '
DRIVEWAY = 403 SO.n.
A/C PAD = 18 Soil.
WALKWAY = 68 SO.I:'I. A
IMPERVIOUS = 54.6
2,621 SO Fr. '
Son = 2 17 So FI. LI
R/W 320 SQJ7.
APRON 53 SO.FI'
PLOT PLAN ONLY„
NOT A SURVEY)
PROPOSED INFORMATION SHOWN
BASED ON SUPPLIED PLAN
AND/OR INSTRUCTIONS PER
BUILDING SETBACKS:
FRONT - 25'
REAR = 15'
SIDE = 5.0'
SIDE CORNER - 10'
SIDEWALK
SOD
200
67
s0.F-r.
SO.FI.
IUIAL A
AREA = 5,120
DRIVEWAY = 456
SIDEWALK = 268
50.75.
5O.F7.
So Fl.
CLIENT NOT FIELD VERIFIED SOD 2 •16 SQJ7.
N C1?USEjVffEYER-SCOTT & ASSOC, INC. - LAND SU) TIE'YORS
LCGCND - LEGEND -
PLAT PDL. • POINT ON LINE
5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658- 1436
F FIELD IY. TYPICAL NOTES:
IP. • IRON PIPE
PIAL • POINT Or REVERSE CURVATURE I. THE UNDERSIGNED GOES HEREBY CERTIFY TIAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD ON I! I.
R. RON ROD U.C. POINT Of COKPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATNE CODE PURSUANT TO SECTION 472.027. FLORIDA STArUCS M Cx
CONCRC TC IOHUMENT BAD. RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VAUO. a CT
I.R 1/2' IA. •/•LB 4596 H. NGN-RADIAL J, THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS FCC
RCCOVCRCD VP. • VITHESS POINT OR
EASEMENTS THAT AFFECT THIS PROPERTY. PA1DPOINTOrCB[G[MING CALC. CAELCULATCD P,IIC
POA, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN NT Or DNMENCEMENT PRx • PRMANENTREFERENCEMONUMENTlCENTERLINEI.F. • FINISHED FLODR
ELEVATION 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOr BE RELIED UPON BY ANY OTHER rNFIIY. LO NAIL L DISK I.S.
L. BUILDING SETBACK LINE 6. DIMENSIONS SHOWN FOR THE LOCATION Or IMPROVEMENTS HEREON SHOULD NOT BC USED TO RECONSTRUCT BOUNDARY LINES. R/v RIGHT-Or-VAY Bx
BEHCMMARK 7. BEARINGS, ARE BASED ASSUUEO DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) CSMI. EASEMENT B.B. 'BASE BEARING
6. ELEVATIONS IF SHOWN. ARE BASED
ON NATIONAL GEODETIC DATUM OF 1929. UNLESS OTHERWISE NOTED. ••• + - _— JTH..• DRAINAGE III.. •UTILITY D. CERTIFlCATE
OF
AUTHORIZATION
No. 4596. + C,.FC. CHAIN LINK FEMCC D
rc. • vooD FENCE ' C/P
CONCRETE BLOCK SCALE f--
1- - 20 DRAWN BY: C. • POINT Or CURVATURE P.I. •
PO NIT OF TANGENCY
DATE ORDER No. DI.:L. DESCRIPTION CERTIFIED BY: R
RCIi[IIGTH PLOT
PUN 07-
06-2018 4404- 18 D DELTA C CHORD C, y,
CHORD BEARING
NORTH THIS
BUILDING/PROPERTY DOES. NOT
LIE
WITHIN •C) THE ESTABLISHED 100 YEAR FLOOD PLANE
AS PER 'FIRM" .CR4CSOE E_IER, Sl' / 4714 ZONE -X• MAP / 12117C 0055 F.
JAM 5 W. R.L.S 1 4801
STATE CERT .LIC EC13003715
ELECTRICAL SERVICES, INC. _ HOLDER: JOSEPH STRADA
3400 St Johns Pkwy STRADAN NEC 2011/FBC 107
ANFORD
877.906-1113 13ELECTRIC •
SECURITY ELECTRICAL
LOAD CALCULATIONS UPDATED
5-8-2012 MODEL:
ANASTASIA BUILDER
TAYLOR MORRISON SUBDIVISON
VOLTIAMPS
LARGEST
LOAD: HEAT PUMPS W/SUPPLEMENTAL HEAT 15572 Includes
Heat Pump and Heal Strips on together @3100% Square
feet living areal 25851 3 volUam s 7755 Small
Appliance Circuits 3 4500 Laundry
Circuit 1 1500 Dishwasher
1 1500 Water
Heater 1 4500 Range
1 8000 Oven
0 Cooktop
0 Microwave
1 1100 Dryer
1 5000 Disposal
1 500 Pool
0 mist
TOTAL
OTHER LOAD 34355 FIRST
10KVA@100% 10,000 REMAINDER
@ 40% 9742 LARGESTLOAD
15572 TOTAL
LOAD 35 314 V.A./ 240VOLTS= 1 147 SIZE
RECOMMENDED
1 200 MINIMUM PER 150 SERVICE
SIZE: I I NEC TON
OTY KW 2
4032 10000 6500 0 2.
5 5040 10000 6500 0 3
5280 10000 6500 0 3.
5 6168 8000 5200 0 4
6888 8000 5200 0 5
10
KW SETUP 8160
10000 6500 0 0
4.
308333 AC EP1 35.5 12 2.958333 TON
OTY KW 1.
5 2990 5000 3250 0 2
1 4032 5000 3250 7282 2.
5 1 5040 5000 3250 8290 3
5280 5000 3250 0 3.
5 6168 5000 3250 0 4
6888 5000 3250 0 5
5
KW SETUP 8160
5000 3250 0 15572
POOLPREWIRES
OTY
AMPS 30:
izao; moo; fill
240; 100
240, Note,
This Load Calc is base on the information provided by the builder. The recommended service size will be installed leaving sufficient usage for future homeowner. v
CID
C/
V G
r a
mG
XyT
A 02
RECORD COPY
City of Sanford
Building and Fire Prevention
Product Approval Specification Form
Permit # # 1 a- 3 85
Project Location Address: Anastacia lot. 3.,4& ocky Grove Ln.
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.floridabuilding.org.
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
Description
Florida Approval #
include decimal)
1. Exterior Doors
Swinging herma Tru Swinging Ext. Door (front door) FL20461-R3
Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.9
Sectional Windsor Garage Doors Sectional Ext. Door Dbl, single FL15080.R3
Roll U
Automatic
Other
2.Windows
Single Hung MI Windows Single Hung window FL17676.2,9,16
Horizontal Slider
Casement
Double Hun
Fixed MI Windows Frame Fixed Glass FL18644.04
Awning
Pass Through
Projected
Mullions MI Windows Mullions FL 18504.2
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
including decimal)
3.Panel Walls
Siding
Soffits Alpha Aluminum, Inc. Soff its FL16544-R3
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4.Roofing Products
Asphalt Shingles CertainTeed Shingles FL5444-R13
Underla ments Rhino Linings Corp Coatings FL21842-R1
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
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents Millennium MMI-2 Off Ridge Vent FL19567-R1
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
5.Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6.Skylights
Skylights
Other
7. Structural
Component
Wood Connectors
Anchors
Truss Plates ITW Bldg Components Truss Plates FL1999-116
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels Commercial Concrete Quality Precast FL1774-R5
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
HVAC Tie Down BMP International HVAC Tie Down FL14239-R4
Applicant's Signature
Applicant's Name
Please Print)
June 2014
ENGINEERING PACKAGE
Builder: ::TAYLOR MORRISON
Project::9A6/9A7 THORNBROOK
Model/Building: :258MB/258TB
Lot: 83 Block: Unit:
Address:
JobNumber: N330074
Revision Date: New Load #: R/01
CARPENTER CONTRACTORS OF AMERICA, INC
3900 AVENUE G. N.W.
WINTER HAVEN, FLORIDA 33880
PH (800) 959-8806 FAX (941) 294-7934
THIS OwG PAEPMED FROM COMPUTER INPUT (LOADS 1 DIMENSIONS) SUINITTEO IT TRUSS MFR.
LA-0 )
STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES
Strongback Bridging Guidelines for Roof Trusses
Strongback bridging for roof trusses is not a requirement
of ANSi-TPI 1.2002 but it is a strongly recommended guideline
by Carpenter Contractors of America. It serves the following two
functions:
1) Bridging aligns the bottom chords after they are set so they
are uniform along the ceiling line. This, in turn helps minimize
wavy ceilings' after the installation of drywall.
2) Bridging helps 'planing -out' the transitional or relative
deflection of adjacent trusses due to an offset in spans.
In either case, Strongback bridging should not be attached
to adjacent trusses that need to be jacked into place more
than W inch.
Strongback bridging in roof trusses does not serve as temporary
or permanent bracing and is not intended to help distribute or
share design loads between trusses. Consequently, no design
loads have been accounted for with this detail and continuous
Strongback bridging should not be attached between common and
girder trusses that have more than 11 Inch differential deflection.
STRONG3ACKS SHOULD BE ATTACHED TO
WALLS AT THEIR OUTER ENDS OR RESTRAINED
BY OTHER MEANS.
STRONGBACKS SHALL BE A MIMINMUM OF 2I6. AND SHALL BE -ATTACHED
WITH A MINIMUM OF THREE 16d COMMON OR (3) 0.131 13' GUN NAILS
TO A 2I4 VERTICAL WEB MEMBER
The graphic shown on this detail is for generic 111u5trative purposes
2X6 STRONGBACK only The exact location of strongback bridging will be specified by
Carpenter Contractors of Anerica.
The use of strongback bridging shall in no way interfere with any
other design considerations specified by the Engineer of Record
or Building Designer.
The nailing requirements shown are consistent with ANSI/TPI 1.2002
for strongback bridging.
N.T.S -Not To Scale)
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Design Crit: TPI-2002(STD)/FBC
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Simpson Strong-Ti0 Wood Construction Connectors
Hangers
HU/HUC hangurs may W iristalk;d on a rrusonry;'concretu wall
as descrilleo belov..Axlditionally, HU harigers with one flange
concealed may oe installed similarty.
HU and HUC products are heavy -duly face -mount joist hangers
made from 14-gauge galvanized steel.
The HUC is a concealed flange (face flanges turned in)
version of the HU.
HU is available with both flanges concealed, provided the
W dimension is 2'/,: or greater, at 100% of the table bad.
Specify HUC.
HU is available with one flange concealed when the W dimension
is less than 2''i6' at 100% of the table bad. Specify as an 'X'
version and specify flange to conceal.
For any HU or 14UC shown in this catalog, the user may
SUbsii1Ute all face pads Rilh',v' c 1 i." TTtenl 2 screws
Model TTN2-25134HI. Follow all installation instructions and
use the loans tioni this catalog.
Material: 14 gauge
Finish: Galvanized; ZMAX° and stainless steel available
Installation:
Attach the hangers to concrete or GFCMU MAs using
hex -head Then' 2 screws. Ilten screws for GFCMU—
tv;cx el TTN2-25234M and for cfuicrmte (14" x 14 — Model
TT1,12 2513+H) are riot pro•oded trilh ilia heng5rs.
Drill the 15•"-diameter hole to the specified embedment
depth plus h".
Ahernativefy, dnll the yi:'-diameter hole to the specified
embedment depth and Now it clean using compressed air.
Caution: Oversized-cbmeter holes in the base material
will reduce or eliminate the mechanical interlock of the
threads with the base material and wfl reduce the anchor's
k)ad capacity.
I iloi Inslallatiun lool I<43 are available. I hey utdude a
V drifl bit and hex -head driver bit (McxJel TTNT01-RC),
a Vii;" x -1',9" drill toil is also available (Modal MD618412).
A minimum end and edge distance of 1 h' is required.
Options:
For skewed nangeris use 75% of latle uplift Toad. If (anger
vridth it gmatei than 341: , than use AO% of table downkmd;
olherwise use 100% of table dowsik.)acd.
Codes: See p.14 for Code Reference Key Chart
Concealed flangess
HUC410
1'6' N-
HUG410 Installed on
Masonry Block End Wall
HUC410 Installed on
Masonry Block End Wall
SIMPSON
Stroh Tie
279
Simpson Strong -Tie' Wood Construction Connectors
Hangers (cont.)
These products are available with additional corrosion protection. For more information, see p.18.
SIMPSON
Strong -Tie
Model No. Fasteners
Allowable Loads (OF/SP)
CodeGFCMUConcrete
Standard Concealed
GFCMU
Titen° 2
Concrete
Titen" 2
Joist Uplift
160)
Down
100/125)
Uplift
160)
Down
1001125)
fle1'
HU26 HU26X 4) i," x 1 y% 4) '%." x 11i 2)10d x l W 335 1.000 335 1.545
HU28 HU28X 6) .,! x 1-W 6) ! •' x 1?: 4)10d x 1 W 545 1.500 760 2,400
HU210 HU21OX 8) :-," x 1?: 8) !•%x 14,:" 4)10d x 1 h" 545 2,000 760 2,415
HU46 (Min.) HUG46 8) 'rY x I v' 8) ',." x 1 v,' 4)10d common 760 2,000 760 3,200
HU46 (Max.) HUC46 12) Yi x 14 12) A" x 1-1V 6)10d common 1,135 3,000 1,135 3,950
HU26-2 (Min.) HUC26-2 8) !•!" x 1?:' 8) !-%x 1?:' 4)10d common 760 2.000 760 3,200
1-11,126-2 (Max.) HUC26-2 12) -V x I M 12) V," x 1 a: 6)10d common 1135 3.000 1,135 3,950
HU48 (Min.) HUC48 10) IV x 1 •v," 10)'A" x 14:' 4)1 Od common 760 2.500 760 3,725
HU48 (Max.) HUC48 14) A" x i AV 14) ::" x 14," 6)10d common 1,135 3,500 1,135 4,920
HU28.2 (Min.) HUC28-2 10) -': x i N 10) 1.4' x 1 a: 4)10d common 760 2,500 760 3,725
HU28-2 (Max.) HUC28-2 14) 14 x 1,1V 14) -;' x 1JW 6)10d common 1,135 3.500 1,135 4,920
HU410 (Min.) HUG410 14) %' x 1 t 14)'b" x 1 .'1' 6)10d common 1,135 3,500 1 135 4,920
HL1410 (Max.) HUG410 18) 74 x 1 as" 181 v, x 14Y 10) IDd common 1,800 4,500 1.800 4,920
HU210.2 (Min.) HUC210-2 14) ;',' x 1.1; 14) YP x 1 •}, 6)10d common 1,135 3.500 1,135 4.920
HU210.2 (Max.) HUG210-2 18) V: x 1 t',' 18) -: x 13+ 10) 1 Od common 1,800 4,500 1,800 5,085
HU28X Skew 45" Not ava lable) 6) ti" x 1 y' 6) ':' x 1?: 4)10d x 1 h" 670 l 1.500 670 2,400
HSUL/R26.2 HSULIRC26-2 12)Y",11; 02)?C>1.1' 4)16dx2W 900 3,000 900 3,135
HU2-'-2 HUC24-2 4)'r:' x 2!': 4) N" x I ' 2)10d common 380 1,000 380 1,545
HU212 1-1I1212X 10) lr' x 2414- 10) -'i' x tit' 6)10d x l W 1,135 2.500 1,135 2,665
HU214 HI1714 ; 12) -Y x "•1+' 12)'.'i' x !,W 6)10d x l Ih' 1 135 2,665 1,135 2.665
HU26-2(Mm.) HUC26-2(Mn.) 8)'%%x2?,, 8)'.•: xl?S" 4)1Odcommon 160 2,000 60 3,200
HU26-2 (Max.) HUC26-2 (Max.) 12)x 2Vt 02) 4" x 14, 6)10d common 1,135 3.000 1,135 3,950 170
HU26-3 (Min.) HUC26-3 (Min.) 8) '%: x 2 ' 9) t", x I ./: 4) 1Od common 760 2,000 760 3,200
HU26-3 (Max.) I IIJC26-3 (Max.) 12) ." x .4:' 12) vl' x 11; 6) IOd common 1,135 3.000 1.135 3,950
HU28-2 (Min.) HUC28-2 (Min.) 10)1.14' x 24',' 10) "T, x 1 i:" 4)10d common 760 2,500 760 3,725
HU28-2 (Max.) HUC28-2 (Max.) 04)) ' x 14) ," x 14: 6) 10d common 1,135 3,500 1,135 4.920
H11210.2 (Mm,) IIIJC210.2 (Mm.) 14) :14' x 244," 14) -i' x 1 };' 6) 10d common 1,135 3.500 1,135 4,920
HU210.2 (Max.) HUC210-2 (Max.) 18) 1-'4' x 24+' 18)'•': x 1;1i" 10)1 Od common 1.800 4,500 1,800 5,085
HU210-3 (Min.) HUG210-3 (Min.) 14),,* x 21V, 14) :'P r.1.1'i 6)10d common 1,135 3,500 1,135 4,920
HU210-3 (Max.) HUC210-3 (Max.) 19)1 i x 2W 18) A x 1 a:' 10)1 Od common 1,800 4,500 1,800 5.085
HU212-2 (Min.) HUC212-2 (Min.) 16)1•V x 2i+" 16)'A" x 1 iT 6)10d common 1.135 4,000 i,135 4.920
HU212-2 (Max.) HUC212-2 (Max.) 22) -+ e 2 Y," 22)14 x 1 rr; 10) 1 Od common 1,350 5,085 1.350 5.085
HU212-3 (Mm.) HUG212-3 (Min.) 16)1 x 23'." 16) :'." x 1 V-- 6) 1Od common 1.135 4,000 1,135 4,920
HU212-3 (Max.) HUG212-3 (Max.) 22) '•',' a 2W 22)'i 11 V 10) 1 Od common 1,800 5,085 1,800 5.085
HU214.2 (Min.) HUC214-2 (Min.) 18) V. x 2a'+' 18)'•'C x 13+ 8) IOd common 1,515 4,500 1.515 5,085
HU214-2 (Max.) HUG214-2 (Max.) 24) - x 2y:" 24)'.;" x 1;5" 12) 1Od common 2,015 5,085 2,015 5,085
liU214-3 (Min.) IIUC214-3 (Mon.) 18)1.14' x 217 181 ? x. 1 iV 8)10d common 1,515 4,500 1,515 5,085
HU214.3 (Max.) HUC214-3 (Max.) 24) %, x 27 i 24) V ' x i 5 12)1 Od common 1 2,0 i5 5,085 2,015 5,085
HU216 11I1216`: 18) -'+' x 2114' 181 A" x 1 W 8)10d x l W 1,515 2,920 1,515 2,920
HU216-2 (Mm,) IIUC216-2 (Min.) 20)';," x 21 " 20)'G' x 1 i:" 8) 10A common 1,515 4,920 1,515
920IIU216-2 EMax.) IIUC216-2 (Max.) 26) V," i?' 26)'i' x 1il" 12) 1 Od common 2,015 5,085 2.015 085
HU216-3 (Mm.) HUC216-3 (.Min.) 20) SV x 2b:' 20) I,Y x 1 }:' 8) IOd common 1,515 4,920 1,515 4,920
lIU216-3 (Max.) HUC216-3 (Max.) 26) 'A" x 2?:' 26)14" x 1 }.' 12) 1Od common 2,015 5,085 2.015 5.085
1. Uplift bads have been increased for earthquake or w.nd duration wd'n no further increase s allowed; rixduc", when otPrr basis g„vom.
2. Minimum Pc = 2,500 psi and mnirrum I'm = 1,500 psi.
3. Wrhan only one oarx3e is concoaW specih/ right or left concedbd Mnyd.
4. Models with 'X' are not stock items.
5. Prot-Aizis OiA W nstdlle d su h that 1 der ° ccr:.Mn are not ex 11o6cd to waa:her.
Fasteners: I =nrnon = 0.162' du. x 31S' ling; 16J • 21,V - 0,162' tl61. x 21i' lung; 1Od cefnnx;n - 0.1-18' do. x 3- Lang.
l0d x 1 !l' = 0.148' d a. x 11i" lonp. MJ2.25134H = ',' x 1;:' Tien 2; TTN2-25234H = IN' x ZW Titer. 2. T7N251. 34H = Titer..:.' r VW
and! TTN2KS41-1 =Ti:en 14' x f'K' me~; oke be unaJ at lug table 4x+n_. See pp. 2r-27 ;ry other ma l sizes 3sui bformatnn.
280
UPDATED 04/17/17
16
8
Simpson Strong -Tie Wood Construction Connectors
Hangers (cont.)
These producs are available with adamonal corrosion protection. For more information, see p. 18.
SIMPSON
Stsong Tie
Model No. Fasteners
Allowable Loads (OF/SP)
CodeGFCMUConcrete
Standard Concealed
GFCMU
Titan' 2
Concrete
Titan" 2 Joist
Uplift
160)
Down
100/125)
Uplift
160)
Down
100/125)
flte'
HU44 HUC44 4) 1.4" : 2W 4) 4:" :1?: 2)10d common 380 1,000 380 1,545
HU46 (Mn.) HUC46 (Min.) 8)'/"x 2 1,- 8)'%: x 1 4)10d common 7G0 2,000 760 3,200
HU46 (Max.) HUC46 (Max.) 12) 4- 2?4" 12) :5' x 1?4-' 6)10d common 1,135 3,ODo 1.135 3,950
HU48 (Min.) HUC48 (Min.) 10)';: x 45 10) P: " 14 4) 1Od common 760 2,500 760 3,725
HU48(Max.) HUC48(Max.) 14)!%".2W I )!4' kI 6)10dcommon 1.135 3,500 1,135 4,920
HU410 (Min.) HUC410 (Min.) 14) iY x 2;' 14) : x 1; 6)10d common 1.135 3.500 1.135 4,920
HU410 (Max.) HUC410 (Max.) 18) !:" • 2': 18) !4- • I •Y: 10) 10d common i,800 4,500 1.800 4,920
HU412 (Mon.) HUC412 (Min.) 16) !•i : 2:' 16) !%: ; I Y,' 6)10d common 1.135 4,000 1,135 4,920
lIU412 (Max.) HUC412 (Max.) 22)1,5" x 2?5" 22) !S" x 1 W- 10) 10d common 1.800 5.085 1,800 5.085
HU414 (Min.) HUC414 (Min.) 18)'.4' • 2114- 18) ::" • I Y." 8) 10d common 1.515 4.500 1,515 5,085
lIU414 (Max.) HUC414 (Max.) 24)'4 t 2b5" 24)'•1x 1 12)10d common 2,015 5,085 2.015 5.085 HU416 (
Min.) HUC416 (Min.) 20) :'." x 215' 20)',:' x 1).' 8) 10d common 1,515 4,920 1.515 4,920 HU416 (
Max.) HUC416 (Max.) 26) !4" x 2'1-" 26)1,,V 1?5" 12)10d common 2,015 5,085 2,015 5.085 HU66 (
Min.) HUC66 (Min.) 8) " • 2W 8) !r:. 1 : 4)16d common 900 2.000 900 3,200 HU66 (
Max.) HUC66 (Max.) 12)11 • ? - 12) !V • I?5" I (6) 16d common 1,345 3,000 1,345 3,950 HU68 (
Min.) HUC68 (Min.) 10) ':'4- ' 2?,' 10)1.4" 1?4' 4) 16d common 900 2,560 900 3,725 HU68 (
Max.) HUCGB (Max.) 14) 7Y' x 215- 14) 14' x 1 -;" 6) 16d common 1,345 3,500 1,345 4,920 HU610 (
Min.) HUC610 (Mon.) 14) 7:" • 2?•: 14) !L' . 1?? I (6)16d common 1,345 3,500 1,345 4,920 HU610 (
Max.) HUC610 (Max.) 18) ;' : 2?4" 16) 4:" 4 1 i' 8)16d common 1,795 4,500 1,795 5.085 HU612 (
Mon.) HUC612 (Min.) 161 b: x 215' 16) !Y x 145" 6) l6d common 1,345 4,000 1,345 4,920 HU612 (
Max.) HLIC612 (Max.) 22) !:'. 2W 22) tW' x I iY' 8) 1Gd common 1,795 4,920 1,795 4.920 170 HU614 (
Min.) HUC614 (Min.) 18) Yr' x 24 18)1•1 x 1;; 8)16d common 1,795 4.500 1.795 5.085 HU614 (
Max.) HUC614 (Max.) 24)1,: x !:- 24) ;: x 14i 12) 16d common 2,015 5,085 2,015 5,085 HU616 (
Min.) HUC616 (Min.) 20) !:" x 2i•: 20) !':' x 1?: 8) 16d common 1,795 4.920 1,795 4,920 HU616 (
Max.) HUC616 (Max.) 26) W' x 244" 26) !,V x 1?T 12) 16d common 2,015 5,085 2,015 5.085 HU7 (
Min.) Not available) 12) !4' - I i5" 12) s4' • 1 SS" 4)10d x I W 545 2,980 760 2,980 111.
17 (Max.) Not available) 16) '4" x 1 :F4" 16) 14" x I W 8) 10d x I 1,085 3,465 1.085 3.485 HU9 (
Min.) Not available) 18)'-•" x I1W 18) %,. x 145" 6) 10d x 11h" 1,135 3,230 1.135 3.230 HU9 (
Max.) Not available) 24) N" , 1''4" 24) Y4 . 115" 10) led x 1'h" 1,445 3,735 1,445 3,735 HUI1 (
Min.) Not available) 22) -,V x I?•:' 22)',+" x I ." 6) 10d x I W 1,135 3,230 1,135 3,230 HUI
I (Max.) Not available) 30) :'•" x i 4V 30)1.5" x I W 10)10d x 1'11 1,445 3.735 1.445 3,735 HUI4 (
Mon.) Not available) 28) !-- . 11:' 28) 44" . 1 :5" 8) 10d x 1 W 1.515 3,485 1,515 3,485 HU14 (
Max.) Not available) 36)'•5" x 1?•:' 36) SY x 1-4" 14) 10d x 1'b" 2.015 4,245 2,015 4,245 HU3.
25/10 Not available) 22) '.4' x I W 2 2) t'V x 1 W- I (10) 10d common 1,895 5,085 1,895 5,085 HU3.
25/12 Not available) 24) A •. 1+. 24) 6' ; 1 ' 02) 10d common 2.015 5.085 2.015 5.085 HU410-
2 (Min.) HUC410-2 (Min.) 14) Y," x 145" 14)1,V x 1 :T' l (6) 16d common 1,345 3,500 1,345 4,920 HU410-
2 (Max.) HUC410-2 (Max.) 18) 14" • 1?'." 18)1.9' x 1='." 8) 1Gd common 1,795 4,500 1,795 5,085 HU412-
2 (Mon.) HUC412-2 (Mon.) 16) 5" x 1?! 16)'5' x F?V 6)16d common 1,345 4.000 1.345 4.920 HU412-
2 (Max.) HUC412-2 (Max.) 22) -,5" x 1 115" 22)1 r 1 V5" 10)16d common 1,800 4,920 IND 4,920 HU414-
2 (Min.) HUC414-2 (Min.) 20) :4" x 1?5" 20) !:' x I iY' 8) 1Gd common 1,795T 4,920 1,795 4,920 HU414-
2(Max.) HUC414-2.(Max.) 26)'••,•'x1?2' 26)',Vx117' 12)16dcommon 2,015 1 5.085 2,015 5.085 1.
Uptfl bads have been increased for earthquake or wind duration voth no further increase is allowed; rodui.7 wh,tit other 12arJs grvern. 2.
Minimum f'c = 2500 psi and nunvnurn Pm = 1.530 psi. 3.
When only one flange is concealed specify right or left concealed flange. 4.
Models with'X' are not stock items. 5.
Products Blau be irnstall-iJ Such snot T Ic nt scauv; are riot mposc:o Ill www11 er. Fasteners:
I GW ooaun7n = 0.132' de.. 31': I=j; I Cd x 21m' - 0.182' d'a. x 21Y Ong, 100 coirmoi = 0.148' dirt, c 3' Fxtg; 10c4
x 11- = 0.148' cf4a. x 1'.i brio, fRa2-25134H = !.' a 111' Teen 2' TTN2-252341 I =',,' x 2"su. Tden 2; TTP!251341 I = liten'/;' x 1•p,' and
7T.425234H =Tian !a' x _ 1;- iray also be t>`•cd .,t iull 1:1b1d kinds. See pp. 2Cr27 r„r odlcr nail gyres and nfomn9on. 281
UPDATED
04/17/17
Simpson Strong -Tie= Wood Construction Connectors
w
Face -Mount Joist Hangers
Fip
This product is preferable to similar connectors because
of a) easier installation, b) higher loads, c) lower
j
installed cost, or a combination of these features.
All hangers in this series have double shear nailing — an
innovation that distributes the load through two points on
each joist nail for greater strength. This allows for fewer nails,
faster installation, and the use of all common nails for the same
connection.
Double -shear hangers range from the light capacity LUS hangers
to the highest capacity HGUS hangers. For medium bad truss
applications, the MUS offers a lower cost alternative and easier
installation than the HUS or THA hangers, while providing greater
load capacity and bearing than the LUS.
HGUQ hangers provide similar capacities as HGUS douhle-shear
hangers, but they use Simoson Strong -Ties Strong -Drive SDS
Heavy -Duty Connector screws instead of nails for faster and
easier installation. In addition, the Strong -Drive SDS Heavy -Duty
Connector screws help transfer the load between the piles of the
supporting girder when they penetrate all piles.
Material: See tables on pp. 236-237
Finish: Galvanized. Some products available in stainless steel
or 7MAX° coating; HGUQ available in HDG; see Corrosion
Information, pp. 15-18.
Installation:
Use all specified fasteners; see General Notes.
Nails must be driven at an angle through the joist or truss
into the header to achieve the table loads.
Simpson Strong -Tie Strong Drive SDS Heavy -Duty Connector
screws are supplied vnth the HGUQ.
The thickness of the supporting girder must be oqual to
or greater than the screw length for applications where the
length of the supplied screws exceeds the thickness of the
supporting girder, X or 41k" screws may be substituted for
the longer length screws with no bad reduction, or a shim
block may be used as approved by the Designer.
Not designed for welded or nailer applications.
Options:
LUS and MUS hangers cannot be modified.
Concealed flanges are not available for HGUS and HHUS.
Other sizes available; consult your Simpson Strong Tie
representative.
Codes: See p.14 for Code fieference Key Chart
t"w afs
I'i for 4K3
4WD B
lull LUS28
01"HHUS210-2
Double -Shear Dcme Double -Shear
Double- Na,hng Nailing Sloe View
Shear Side View. Available on
Tall View Do not some models)
p bond tab" U.S. Parent 5.603,580
V MUS28
0111111,11
SIMPSON
SfroAg-Tie
D
c
D
0
ni
V HUS210
HUS26, HUS28,
and HHUS similar)
Typical HUS26 Installation
with Reduced Heel Height
Truss Designer to provide
lasterw quantity for connecting
I ulliple inernbers toyethei)
W
235
Simpson Strong -Tie' Wood Construction Connectors
Face -Mount Joist Hangers (cont.)
These products are available with additional corrosion , These products are approved for nstallation with the Strong -Drive•
protection. For more ettormaton, see p.18. SD Connector screw. See pp. 39-40 for more infonnaton.
Model
No.
Min.
Heel
Height
Ga.
Dimensions (in.) Fasteners
W H 8 Carrying
Member
Carried
Member
Single 2x Sizes
LUS24 2%
18
1% 35h 13/ 4)10d 2)10d
LUS26 4'/4 11f6 4?4 14/4 4)10d 4)10d
MUS26 4'M6 18 14f6 5?& 2 6)10d 6)10d
HUS26 4Vm 16 1% 5% 3 14)16d 6)16d
HGUS26 4-1. 12 1 % 5% 5 20)16d 8)16d
LUS28 41& 18 1% 6% 1K 6)10d 4)10d
MUS78 6ve 18 1% 6 Ma 2 8) lod 8)10d
HUS28 61h 16 1% 7 3 22) 16d 8) 16d
HGUS28 6hk 12 1% 7% 5 36)16d 12)16d
L11S210 4'/. 18 I Me 7 -% 13L 8) 10d 4)10d
HUS210 1 8% 16 1% 9 3 30)16d 10)16d
1. See table below
for allowable bads.
SIMPSON
StrongTie
DF Allowable Loads SP Allowable Loads SPF/HF Allowable Loads
Model
No. Upliht
160)
Floor
100)
Snow
115)
Rool
125)
Wind
160)
upliIll
160)
Floor
100)
Snow
115)
Roof
125)
Wind
160)
Up11111
760)
Floor
100)
Snow
115)
Roof
125)
Wind
160)
Code
Ret,
Single 2x Sizes
LUS24 490 670 765 825 1,045 490 725 830 895 1,135 420 5 55 G55 705 895
I US26 1,165 865 990 1,070 1,355 1.165 940 1,075 1.165 1,475 1,005 740 845 915 1.160 17. FL. LI7
MUS26 1,090 1,295 1,480 1,605 1,825 1,090 1,410 1,610 1,745 1,825 940 1,110 1,265 1.370 1,570
HUS26 1,SS0 l,720 3,095 3,335 3,335 1,550 2,950 3,:i35 3,335 3,335 1,335 2,33U 2,650 2,820 2,865
HGIIS26 1,u.,0 4,360 4,885 5,230 5,390 1,0r,0 4.725 5,290 5,390 5,390 91':r 3,750 4,200 4,500 4,f 35 I'I.
LUS28 1,165 1.100 1,255 1.360 1.725 1,165 1,200 1,365 1,480 1,835 1,005 940 1,075 1,165 1,475
MUS28 1,555 1,730 1,975 2,140 2,645 1,555 1,880 2.150 2.330 2,645 1,335 1.830 2,275 17. FL, L17
IIUS28 2,000 3,965 4120 4,220 4,335 2.000 3,790 3,960 4,070 4,335 1,720 35 3,125 3,435
HGUS28 1,790 6.745 6,970 7,125 7.275 1,700 6,4G0 6,705 6.670 7,275 1,540 q1,
4751.690
60 5,290 5,745 Fi
LUS2.10 1,165. 1,340 1,525 1,650 2,090 1.165 1,445 1,660 i,795 2,270 1,00505 1,415 1,745
7, FL7
HUS210 3,000 4,255 4 445 4,575 5,020 3,000 4,I05 4,310 4,450 4.930 2,51M 3,150 1 3,315 3,425 3,815
Note: For dimensions and fastener Irdormatlon, see table above. See table footnotes on p. 237.
HHUS/HGUS
See Hanger Options information on pp.121-123.
HHUS - Sloped and/or Skewed Seat
HHUS hangers ran be skewed to a maximum of 45• and/or sloped to a maximum of 45•
I -or skew ontv, maximum allowable download is 0.85 of the table bad
For sloped only or sloped and skewed hangers, the maximum allowable download is 0.65 of the sable bad
Uplift loads for sloped/skewed conditions are 0.72 of the table bad, not to exceed 2,475 lb.
The joist must be bevel -cut to allow for double shear na,ling
HGUS - Skewed Seat
HGUS hangers can be skewed only to a maximum of 45•. Allowable bads are:
HGUS Seat Width Joist Down Load Uplift
W < 2' Square cut 0.62 of table load 0.46 of table load
W < 2' Bevel cut 0.72 of table load 0.46 of table load
2" < W < 6• Bevel cut 0.85 of table load 0.41 of table load
2" < W < 6• Square cut 0.46 of table load 0.41 of table load
W > 6• Bevel cut 0.85 of table load 0.41 of table load
236
Acute
side
0°
Specify angle
Top View HHUS Hanger
Skewed Right
Joist must be bevel cut)
All )oisl nails installed on the
outside angle (non -acute side).
U2
0
8
c5
z
m
z0N
R
v
l
Simpson Strong -Tie= Wood Construction Connectors SIMPSON
Face -Mount• .St1011
These oroducts are available with addaronal corrosion , These products are approved for installation with the Strong-Drlue^
protection. For more information, see p.18. SD Connector screw. See pp. 39-40 for more information.
Min. 10imensions (In,) Fasteners I OF/SP Allowable Loads SPF/HF Allowable Loads
CodeModel
No.
He pht
Ga. l IW H R MembeCarryin Member 160) 100) 115) 125) 160) 160 100) 115) IR125) 160)
Ref.
Double 2x Sizes
LUS24-2 21A 181 341r I 31A 1 2 1 (4)16d l)16d 440 800 910 985 1,250 380 680 780 845 1,070
WS26-2 40A6 18 31A 4r'A 1 2 1 (4)16d 4)16d 1,165 1,030 1,180 1,280 1,625 1.O00 880 1,010 1,095 1,3a5 1%, L17, FL
HHUS26-2 4iS. 14 344. 5% 3 14)16d 16d 1,550 2,785 3.155 3,405 4,265 1.335 Z390 2,710 2,925 3,665
HGUS26.2 4% 12 3'iic 5% 4 1 (10) l6d 016d Z155 4.355 4,875 5,230 5575 1,855 3,750 4,200 4,500 4.795
HGU026-2-SDS3 5h 12 3% 5'bc 4 12)1 ' x 3' SDS 4)1VV x 3" SDS 1,635 5,040 5,565 5,565 5555 1,175 3.630 4.005 4,005 4.005 FL
LUS28-2 4%. 18 35i 7 2 6)16d 4)16d 1,165 1,315 1,500 1,625 2,060 1.000 1,125 1,285 1,390 1,765
HHUS28-2 6M. 14 3%. 71h 3 16d 16d 2,000 4.210 4,770 5140 6,440 1,720 3,615 4,095 4,415 5,375 17, L17, FL
HGUS28-2 056 12 3rri. 744c 4 36)16d 12116 3.235 7,460 17,460 7,460 7.460 2,765 6,415 6,415 6,415 6,415
HGU028-2-SDS3 7Vi 12 3!fc 7Yu 4 20l'/4' x3'SOS 6)1/4"x3"SOS 2,565 7.330 gall 7,330 7,330 1,845 5,290 5.280 5.280 5.280 FL
LUS210-2 6% 18 31.4 9 2 8)16d 6)16d 1,745 1,B:i0 2,09a 2,265 2,870 1.500 1,565 1,785 11,935 2455
HHLI5210 2 8i4 14 31. 8 h 3 16d 0 0)16d i, tiS 5,635 6.380 6.880 7,165 3,525 4,635 5,270 1 5,380 5,765 17, L17, FL
HGlJS210-2 894c 12 3 i. 0 4c 4 46) l6d 16) t6d 4,095 9,100 9.100 0.100 9,100 3,525 7,465 7,730 F7,825 7,825
HGU0210.2-SDS3 9% 12 3446 9Yr. 4 28) %' x 3' SDS 8)'/.' x 3" SDS 3.440 7 - 7,415 7,415 7.415 2.475 5.340 5,340 5,340 5 340 FL
Triple 2x Sizes
HGUS26-3 4'Yr. 12 4'4is 51h 4 20) I6d 8)16d 2,155 4,355 4,875 5,230 5,575 1,855 3.750 4.200 41500 4,795 17. L17, FL
HGU026-3-SDS4.5 5h 12 4'4c 5'h 1 4 12)'/Vx4VSDS 4)'A'x4'h'SOS 1,635 5,040 5,165 5,165 5,165 1,175 13,630 3,720 13.720 13.720 FL
HGUS28-3 6"A. 12 41& 1 7'/. 1 4 1 (3G)1Gd 12)16d 3,235 7,460 7,
460t9,
60 2,785 6,415 6,415 6,415 6,415 17, L17, FL
HGU028-3 SDS4.5 7Vi 12 41i4. 7'/. 4 20)1/.-x4h-SOS 6)'/.'x4WSDS 2.565 8,400 9,17575 1,845 6.650 6.605 6.605 6.6Q5 FL
HGUS210-3 81M6 12 4'i4c 9h 4 46) iGd 16)16d 4,095 9,100 9,1000 3,525 7,825 7,825 7,825 7,825 1%, L17, FL
HGU0210-3-SUS4.5 9'/. 12 4'9f. 9V. 4 28)'/.' x Ve SOS I i x 4'i SDS 3,440 9.745 9,74545 2,475 015 7,015 O15 015 FLHGUS212-3 10Y. 12 4'44. 10-N 4 5 16d 20)16d 5,045 9,600 9,60000 4,335 8,255 8.255 8,255 8,255 17, L17FL HGUS214-
3 12% 12 4144c 1'1i'. 4 66)16d 2) l6d 5,515 10.10 110,10000 4,745 8,685 8,685 8,685 8,685 Quadruple
2x Sizes HGUS26.
4 514 12 654. 5'h. 1 4 16d I 8) I6d 2,155 4,355 4,875 15.230 5575 1,855 13,750 4.200 4.500 4,795 17. L17, FL HGU026-
4-SDS6 5h 12 6%, 57/. 1 4 12)'/." x 6- SOS 4)1/i x 6' SOS 2.375 5, 440 5.165 5,165 5,165 1,710 3.630 3.723 3.720 3,720 Fl HOUS28.
4 7'/. 12 694. 7W 4 36) 16d 12)16d 3,235 7,4fi0 7,4G0 7,4G0 7.460 2,765 6,415 6,415 6,415 6.415 17. L17, FL HGU028-
4-SDS6 7h 12 6%, 74i4c 4 I (20)'/.'x6'SDS 6)A"x6'SDS 4,020 8,400 8.860 8,860 8.860 2,890 6,050 6,380 6,380 E.380 FL HGUS210-
4 9h 12 6% 914. 4 46) 16d 6116d 4,095 9,100 9,100 9,100 9,100 3,525 7,825 7.825 7.825 7,825 17, LI7, FL HGU0210-
4-SDS6 914 12 6%, 934. 4 28)'/.'x6'SDS 8)'A x6"SP`S4.170 10.26010,26010,2601Q260 3.000 7,385 7.385 17,385 7,395 FL HGLIS212-
4 10% 121 694. 10% 4 St1i llid 10) 16d 5,045 9,600 9,600 9,600 9,600 4,335 8,255 8,255 8,255 8.255 17, L17, FL HGUS214-
4 12'.3 12 6% 12% 4 66)16d 12)16d 5,515 10,100 10,100 10,100 10,100 4,745 8,685 8,685 8,685 E,685 4x
Sizes LUS46
4% 18 344. 4Y. 2 4)16d 4)16d 1,165 1.030 1.180 11,280 1.625 1,000 880 1,010 1.090 1,385 HGUS46
4IV, . 12 3% 4'% 4 20)16d 8)16d 2,155 4,355 4,875 15,230 5,575 1,855 3,750 4.200 4,500 4.795 17. L17, FL HHUS46 4Yr.
14 3% 5 f. 3 14)16d 6)16d 1.550 2,790 3,160 3,410 4,265 1,335 2,390 2,710 2,925 3.665 HGU046-SDS3
Sh 12 3% 4% 4 12)'A"x3'SOS 4)'/Vx3"SDS 1,CGi, 5,040 5,165 5,165 5,1G, 1,175 3,G30 3,720 3,720 3.720 IL LUS48 4%
18 346 6Y. 2 6)16d 4)16d 1.165 1.315 1.500 1.625 26060 1,000 1,125 1,285 1.390 1.765 HUS4a 6%
14 394. 7 2 16d 16d 1,550 1,595 1,815 1.960 2,470 1,550 1,365 1,555 1,680 2.115 P. L17, FL HHUS48 6
h 14 3% 714 3 12)16d 8)16d 2,000 4.215 4,770 5.150 6.440 1,720 3.615 4,095 4.415 5535 HGUS48 6
F. 12 3% 7N. 4 Jb') 16d 12116d 3,235 7.460 7,460 7,460 7.460 2,765 6,415 6,415 6,415 6,415 HGU048-SDS3
7 1 12 3% 6''A 4 10)1/.' x 3' SDS 6) h' x 3" SDS 2,565 7gall 7,330 7,330 7.330 1,845 5.280 5.280 5.280 5.280 FL LUS410 61/.
18 394. 8'V. 7 8) 16d 16d 1,745 1.830 2.090 2,265 2,870 1,500 1,565 1,785 1,935 2455 HHUS410 8%
14 3% 9 3 30)16d 10)16d 3.745 5,640 6.385 6,890 7,165 3.440 4.835 5,480 5,910 6,165 17, L17, FL HGUS410 8'
n. 12 3% 9h6 4 46) l6d 16)16d 4,095 9,100 9,100 9,100 9,100 3,525 7,825 7,825 7,825 7,825 FIGU0410-SDS3
9h 12 3% 81/. 4 281%'x3'SDS 8)'/2-x3"
SDS
3,440 7,415 7,415 7,415 7.415 2,475 5,340 5.340 5,340 5,340 FL HGUS412 101
121 3% 10% 4 t6d 0)16d 5,045 9.600 9.600 9,600 9,600 4,335 8,255 8,255 8,255 8.255 7, L17, FL HGUS414 11'
k 12 3i 12nc 4 66)ifid 12j16d 5515 10,10010.100 10.00 10,100 4,745 8.685 8,685 8,685 E.685 1. Upl.
h loads have peen increased for wind or earthquake loading with no further increase allowed.
Reouce where other bads govern. 2. Wind (
160) is a download rating. 3. V
inimum heel height shown is required to ach,eve full table loads. For less than minimum heel
height, see technical bulletin T-C-REDHEEL at strongtie.com. 4. Truss
ctmerd cross -grain tension may I rnit allowable loads in accordance with ANSVTPI
1-2007. Simpson Strong -Tie° Connector Selector' Software includes the
evaluation of cross -gran tension in as hanger allowable loads. For additional
rtdornialion, contact Simpson Strong Tle. 5. Simpson
Strorg-Tie" Strong -Drive- SDS Heavy -Duty Connector screws are permitted to
be installed through metal truss plates as approved by the Thus Designer, provided
the requirements of ANSVMI 1-2014 Sections 7.5.3.4 and 8.9.
2 are met (pre-drdling required through Me plate using a maximum of %' bin). 6. Strong -
Drove SOS Heavy -Duty Connector screws that penetrate an plies of Ore supporting girder (
screws must penetrate a rnirurrurn of 1' into the last truss pM may also
be used to transfer the loac through all the pies of the suoportitg girder. When Strong -
Drive SOS Heavy -bury Connector screws do not Denetmte all pies of the
supporting girder thus, supplemental Strong -Dave SDS Heavy -Duty Conr=lor --
cretin at the hanger locations may be roquirod to trarsfor the load to the truss
pies not penetrated by the face fasteners. as determined by the Cesigna,. 7, The
supporting girder truss must have adequate thickness to accommodate the screw
length, so that the screw does net oretrude out the back of Jr_ girder. 3'-
or 4 'he-Wng Strong -Drive SDS Heavy -Duty Connector screws may be
substituted for the longer Strong -Dr ve SDS Heavy -Duty Connector screws with
no load reduction. S. Loads
shown are based on min mum of 2-ply 2x carrying member for nailed hangers. With
3x carrying members, use 16d x 2 W nails into the header and 16d commons
into the joist with ro bad reduction. With single 2x carryN members. use
10d x I W nads tno the (wader and 10d commons into the joist, and
reduce the bad to 0.64 of the table value. 9. Nails:
16d = 0.162' dia. x 3'h' long. See pp. 26-27 for other nal sizes and Information.
t0 237
Simpson Strong -Tie- Wood Construction Connectors
Face -Mount Truss Hanger
The HTU face -mount truss hanger has nad patterns
designed specifically for shallow heel heights, so that
full allowable bads (with minimum nailing) apply to
heel heights as low as 31/s'. Minimum and maximum
nailing options provide solutions for varying heel
heights and end conditions.
Alternate allowable bads are provided for gaps
between the end of the truss and the carrying member
up to h" max. to allow for greater construction
tolerances (maximum gap for standard allowable loads
is'li" per ASTM D1761 and D7147). See technical
bulletin T-C HANGERGAPS at stmngtie.com for
more information.
Material: 16 gauge
Finish: Galvanized
Installation:
Use all specified fasteners; see General Notes
Can be installed filling round holes only, or filling
round and triangle holes for maximum values
See alternate installation for applications
using the HTU26 on a 2x4 carrying member or
HTU28 or HTU210 on a 2x6 carrying member
for additional uplift capacity
Options:
HTU may be skewed up to 67'h•. See Hanger
Options on p. 239 for allowable bads.
Sec: engineenitg letter L-0-Ffl USD at strongtie.com
for Installation -nth Strong-Omel SD hsieners.
Codes: See p.14 for Code Reference Key Chart
Min. heel
height
per table
HTU26
Typical HTU26
Minimum Nailing
Installation
Wmax. gap between end of truss
and carrying member SIMPSON
Strong=
Tie Alternate
Installation - HTU
Installation for HTU28 Installed on Standard
Allowable Loads 2x6 Carrying Member For'
h' maximum gap, (HTU210 similar) use
Alternate Allowable Loads.) or
These products are approved for installation with the Strong -Drive• SD Connector screw. See pp. 39 0 for more Inlormatlon. Standard
Allowable Loads (%" Maximum Hanger Gap) Model
Min.
Dlmenstans (in) Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code
No.
Height W H B Member I carried Member
p60) lift1carrying100) or
115)
Root
125)
ind
1601I Uplift 60)
Floor
00)
Snow
115)
125) 160) Rot
Single
2x Sizes HTU26
3'h 144 SYr 3'h 20) 16d 11)10d x I W 730 2,940 3,045 3.045 3,045 630 1,920 1.920 1,920 1.920 HTU26 (
Min.) 31h 14i 51& 3'h 20) 16d 14) IOd x 1'h' 1,250 2,940 3,200 3,200 3,200 1.075 2,015 2.015 2.015 2,015 IIIU2G (
Max.) 51h I% 51/6 3'h 20) 1Gd 20)10d x 11h' 1.5552,940 3.340 3,600 4,010 1.335 2,530 2,870 3.095 3,450 17 IIIU28 (
film.) 31A I 7yr 3'h 26) 16d 14)10d x 1 W 1.235 3,620 3,895 3.895 3,695 1.060 2.920 2,920 2,920 2.920 L17. HTU28 (
Ma•.) 7IA 1% 711r 3'h 26) 16d 26)10d x 1'h' 2.140 3.620 4,340 4,680 5,435 1,840 3,285 3.730 4,025 4.675 FL HTU210 (
Min.) 31h 1% 915E 3'h 32) 16d 114)10d x 1 W 1,330 4,355 4.355 4,355 4.355 1,145 3,265 3.265 3,265 3,265 HTU210 (
Max.) 9'/4 134 Syr 31h 32) 16d 32) 10d x I'h- 3,315 4.705 5,345 5,760 5,995 2,850 4.045 4.595 4.955 5,155 Double
2x Sizes HTU26-
2 (Min.) 3% 3Vs 51A6 3'h 20) 16d 14) 10d 1,515 2,940 3,340 3,600 3,910 1 1,305 2.465 2,465 2,465 2,465 HTU26-
2 (Max.) 5'h 3Mc 51/r 3'h 20) 16d 20)10d 2,175 2,940 3140 3,600 4.485 1 1.870 2,530 2,870 3,095 3,855 HTU28-
2 (Min.) 31A TY6 715E 3'h 26) 16d 14) 10d 1,530 3.620 4,310 4,310 4,310 1,315 3.235 3,235 3,235 3,235 17, HTU28-
2 (Max.) 7 i1 3iSr 7156 3'h 26) 16d 26)10d 3,485 3.620 1 4,340 4,680 5,850 2,995 3.285 3,730 4,025 5,030 FL FLHTU210-
2 (Min.) 31h 3iSc 9N 3'h 32) 16d 14) 10d 1,755 4,705 4.815 4,815 4.815 1,510 3.610 13.610 3,610 3,610 HTU210-
2 (Max.) 9'/. 31A, 9yr 3 h 32) I6d 32l lOd 4,110 4.705 5,345 1 5,760 7.200 1 3,535 4,045 4,595 4,955 6,190 1.
The maximum hanger gao Is measured between the joist (or truss) enc and
the carrying memoer. 2.
Minimum heel heights required for full :able loads are based on a minimum 2/
12 pitch. 3.
Uplift has been increased for wind or eanhquake loading wth no further increase
allowed, reduce where other bads govern. 4.
Wind (1631 is a download rating. 5.
For hanger gaps between h' and W, use the Allernale Allowable Loads. 6.
Truss rhnnf crossKjra n tension may 1'nL: allowable to lls 1•n arnordance with
ANSI/TPI 1-20 i 4. Simpson Slrong-Tie' Connector Selector' Software
includes the evaluat on of cross -grain tension in its hanger allowable
loads. For additional information, contact Simpson Strong-Tio. 7.
Loads shown are based on a minimum 2-ply 2x carrying member. For single
2x carrying members. use N10 (1 Do x 1'h') nails into the header and reduce
the allowable download to 0.70 of the table value. The allowable uplift
is 100% of the tanb bad. 8.
Nails: 16c = 0.162' dta x 3 h' long. 1 Cd = 0.148' db. x 3' long, I
Did x 1 h' = 0.148' dia. x 1 l5' long. See pp. 26-27 for other nail Fims
aM information. 238
UPDATED
04/17/17
Simpson Strong -Tie Nood Construction Connectors
Face -Mount Truss Hanger (cont.)
PF These products are approved for installation with the Strong -Drive• SD Connector screw. See pp. 39-40 for more n(orrnation.
Alternate Installation Table for 2x4 and 2x6 Carrying Member
SIMPSON
Strong -Tie
Min.
Minimum Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads
CodeModel
No.
Heel
Height marryingcarryingCarriedoorSnowoornow Ref.
in.) Member Member Member 160) 00) 115) 125) 160) 160) 100) 1 5) 125) 160)
HTU26 (M,n.) YA 212x4 10)16d 14)10d x 1'16" 925 1.470 1,670 1,800 2.040 795 1.265 1,435 1.550 1,755
HTU26 (Max.) 5h 2) 2x4 10)16d 20)10d x t h" 1,310 1,470 1,670 1,800 2,250 1,125 1.265 1.435 1.550 1,935 17,
L1L7.
HTU29 (Max) 7'/. 2) 2x6 20 16d 26)10d x i 15" 1,970 2,940 3,340 3,600 3,905 1,695 2,530 2,870 3,095 3,360 FL
HTU210 (Max.) 9'/. RI 2x6 20)16d 32)10d x I h' 2.760 2.940 3,340 3,600 3.905 2,375 2.530 2,870 3,095 3.360
1. See table above for dimensions and add tional footnotes. 4. Nails: 16d = 0.162' dia. x 3 h' long, l0dx1 1.5 = 0.146' d.a. x 1'h' long.
2. Maximum hanger gao for the alternate installation is W. See pp. 26-27 for other nad sizes and Inform3tron.
3. Wind 060) is a download rating.
Alternate Allowable Loads (112" Maximum Hanger Gap)
Model
Mfn• ensions (in.) Fasteners DF/SP Allowable Loads SPF/HF Allowable LoadsCode
Na eht Fw H D Mermbngerr I Carried
Member
ift
160)(100)
Floor I Snow
115) I Roof
125)
ind160) Uplift
160) I Floor
1 0)
snow
115)
noot
125)
ind160) 8e1
Single 2x Sizes
H1U268 3'h 14G 9% 31b 20)16d 11) 1Odx 1'A" 6'/0 2,/35 1 2,135 2,/35 2,/35 5/5 1,125 1,125 1,12b 1,125
HTU26 (Min.) 37A 1% 5% 34h 20)16d 14)10d x 1 h" 1,175 1 2,940 1 3,100 3.100 3.100 1.010 1,955 1,955 1.955 1,955
HTU26 (May.) 5'h I% SA6 31h 20)16d 20l10dx1'h" 1,215 2,940 1 3,340 3,600 3,760 1.045 2,370 2.370 2,370 2.370 17
HTU28 (Min.) 31h I% 7'/i, 3h 26)16d 14) 10d x 1 h' 1,125 3.770 1 3,770 3,770 3,770 970 2,825 2.825 2,825 2,825 L17,
HTU28 (Max.) 714 1% 7 A, 31h 26)16d 6)10d x 1'h' 1,920 3,820 4,340 4.680 5.015 1,695 3.285 3,730 3,765 3,765 FL
HTU210 (Min.) 37A 1% 9%6 3'h 32)16d la) 10d x 1 h' 1.250 3,600 i 3,600 3.60 3.600 1,075 2,700 2.700 2,700 2.700
HTU210 (Max.) 91/4 t •d 9 Ac 3'h 32)16d J2)10d x 1'A" 3,255 4,705 1 5,020 1 5,020 5,020 2,800 3,765 3,765 3,765 3,765
Double 2x Sizes
HTU26-2 (Min.) 31A 3% 5:1, 3'h 20)16d 14)10d 1,515 2,940 3,340 3,500 3,500 1 1.305 2,205 2.205 2,205 2.205
HTU26-2 (Max.) 5 h 341. 5% 3'h 20)16d 20) 10a 1,910 2,940 3,340 3,500 3,50 1,645 2,205 2.205 2,205 2.205
HTU28-2 (Min.) 3'h 345, 7u. 3'/, 26) 16d 14) 10d 1,490 3.820 3,980 3.980 3,980 1.280 2.985 2.985 2,985 2,985 17,
Ll 7'
HTU28-2 (Max.) 7'/. 3'A. 7 h, 3'h 26)16d 26) 10d 3,035 3,820 4,340 4.680 5.55.9 2,610 3.285 3.730 4.025 4,165
HTU210-2 (Min.) 3'h 3M. 9% 31h 1 (32)16d 14) 10d 1.755 4.255 4.255 4,255 4,255 1,510 3,190 3,190 3.190 3,190
HTU21U-2 (Max.) 9'% 3;ia 9A. 31/, 32)16d 32) 10d 3.855 4.705 5,345 5,760 1 6,470 1 3,315 4,045 4,595 4,855 4,855
See :able tootnotes on p. 238.
Options: See Hanger Options information on pp. 121-123.
Skewed Seat
Skewable up to 67'h`.
Available in single and 2-ply size.
No bevel cut required.
Allowable Loads for Skewed HTU Hangers
Fasteners DFLtSP Allowable Loads'-' HF/SPF Allowable Loads'."
Model Skew Angle
No. Degree) Carrying Carried Uplift Download Uplift Download
Member Member 1331160) (100/115/125) 133/160) (100/115/125)
51 20)16d 14)10d x 1 W1,315 2,945 1,130 2,530
HTU26
51-67!5 20 16A 12110d x I IW 970 2,595 835 2,230
51 26)16d 20) 10d x Ph" 2,015 3,060 1,730 2,630
HTU28
51-671h 6)16d 17)10d x 1 W 1,455 2,815 1,280 2,420
51 32116A 26 10dx 11/," 2.715 3.175 2,335 2.730
HTU210
51-67'h 32116d 22) 10d xt h' 2.05 3,040 1.725 2,615
51 20) 11',d 14) 10d 1,335 2,555 1,145 2,200
HTU26-2
51-671h 20116d 12) 10 1,110 2.70 955 2.320
51 26) 16d 20) 10d 2,470 3.890 2.120 3.345
HTU28-2
S1-67,h 26 16d 17)10d 1,710 3,775 1470 3,245
51 32) 16d 26) l0d 3,600 4,935 31100 4,245
HTU210-2
51-671h 32) 16d 22) 10d 2.255 4,790 1.940 4,120
1. Upifi Wads have been increased for word or 3. Maximum hanger gap between Gill of joist (truss) and face of
earthquake baring wih no (usher increase carrying member s
allcwed. Reduce where other Wade govern. 4. Nails: 16d = 0. I G2' dia. x 31h' long, 10dx 1 h = 0.148' din, x I'h' long,
2. Allowable downloads may not be increased. 10d = 0.148' da. x 3' long. See pp. 26r27 for other nod sizes and information.
A"
flange
A•• Acute
flange side
0"
Specify angle
Top View HTU Hanger
Skewed Right <51•
0• Speciryanpk
51• to 67h'
Top View HTU Hanger
Skewed Right 2 51 •
239
Simpson Slrong-Tie2 Wood Construction Connectors
Adjustable Truss Hangers
This product is preferable to similar connectors because
of a) easier installation, b) higher loads, c) lower installed
cast, or a combination of these features.
The THA series have extra long straps that can be field -formed to
give height adjustabildy and lop flange hanger convenience. THA
hangers can be installed as top flange or face -mount hangers.
THA4x and THA2x-2 models feature a dense nail pattern in the
straps, which provides more installation options and allows for
easy top flange installation.
Material: See table
Finish: Galvanized. Some products available in ZMAXe coating,
see Corrosion Information, pp.15-18.
Installation:
Use all specified fasteners; see General Notes.
The following installation methods may be used:
Top Flange Installation — The straps must be field formed
over the header - see table for minimum top flange requirements.
Install top and face nails according to the table. Top nails shall
not be within r/•" from the edge of the top flange members. For
the THA29, nails used for joist attachment must be driven at an
angle so that thery penetrate tlnewgh Uw comur of the joist alxf
into the header. For all other lop flange installations, straighten
the double shear nailing tabs and install the nails straight into
the joist.
Face Mount Installation — Install all face nails according to
the table. Not all nail holes will be filled on all models. On models
where there ate more nail holes than required, the lowest four
face holes must be filed. Nails used for the joist attachment
mist be driven at an angle so that they penetrate through the
corner of the joist into the header.
Alternate Installation — The THA 4x hangers may be installed
in a top flange configuration using the tabulated fasteners for
face -mount installation and achieve the lace -mount installation
loads. Instal the tabulated face nails into the face and top of the
carrying member. Nails used for the joist attachment must be
driven at an angle so that they penetrate through the wryer of
the joist into the header.
Uplift — Lowest face nails must be filled to achieve uplift loads.
Options:
THA hangers available: with the header flanges turned in for
UW (except THA413) and larger, with no load reduction -
order THAC hanger,
Codes: See p.14 for Code Reference Key Chart
r"
1rf(lot
7. IHAC422
t:
K
r,'
2'If for
F TI Ui i
M
01111THAC422
ty.' "Cai
2W br THA422.2
eand iHA42fr2 O
Q
y
6THA418
Double
4r2- Use
full table value Single
412 -' Face
nails, Top nails per
table per table ithe
double tabs
and install it
into the joist Typical
THA Top Flange Installation
on a Nailer except
THA29) Alternate
Installation of
THA422 s
Doubt4Shear Dome Double -Shear Double-
Nahng Nadng Side V.ew Shear
Side View. (Available on Na'
Ing Do riot some models) Top
View µ
bend
tabs U.S. Patent 5,603,5150 See
footnote
3 IN SIMPSON
StrougTie
2
fare nays Total)
4
top nails Total)
v
Straighten the double
shear nailing tabs and
install nails straight Typical
THA422 Top
Flange Installation on
a 4x2 Floor Truss Typical
THA29
Face Mount
Installation ryp,—
r ' Top
Flange Installation Min.
hmilei
depthin
O
ell
CL
0
229
Simpson Strong -Tie' Wood Construction Connectors
Adjustable Truss Hangers (cont.)
Tnese products are available wish additional corrosion protection. For more information, see p. 18.
SIMPSON
StmngTie
Model
No.
Ga.
Dimensions (in.)
Min.'
To
Flange
Min.
Depth
Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads
Code
Ref.
W H C
Carrying
Member
Carried
Member UDldt
160)
Floor
100)
Snow
115)
Roof
125)
Wind
160)
Upldl
160),
Floor
100)
Snow
115)
Roof
125)
Wind
160)
Top Face Straight Stant
Top -Flange Installation'
THA29 18 1-% 911A6 51A 2'A. 4) 10d 4)10d 4)10d 560 2.260 2.310 2,350 2,350 480 1,740 1.785 1,815 1,815
THA213 18 1% 13-55. 5'h I1h 4)10d 2) 10d 4)10d x 1 h' 1.615 1.615 1,615 1,615 1,280 1,280 1.280 1,280
THA218 18 1% 17M6 51h 2 4)10d 2)10d 4)10d x 11h- 1,615 1,615 1,615 1,615 1,280 1,280 1,280 1,280
THA218-2 16 3% 171%e 8 2 4)16d 1) 16d 6)10d 2,245 2,2e5 2.245 2,245 1,935 1.935 1.935 1.935 18.
Ll5,
THA22"e-2 16 31A 223k 8 2 4)16d 2) 16d 6)10d 2.245 2,215 2,245 2,245 1,935 1,935 1,935 1,935 FL
THA413 18 3% 1345. 4'h 1 h 4)10d 2)10d 4)10d 1,615 1,615 1,615 1,615 1.280 1.280 1.280 1,280
THA418 16 3% 171h 7'A 2 4)16d 2)16d 6)10d 2.245 2,245 2,245 2,245 1,935 1,935 1,935 1,935
THA422 16 3% 22 7''A 2 4) 16d 2) 16d 6) 10d 2,245 2,245 2,245 2,245 1.935 1,935 1,935 1,935
THA426 14 3% 26 7A 2 4)16d 4)16d 6) I6d 2,435 2,435 2,435 2,435 2,095 2,095 2.095 2,095 FL
THA422-2 14 7'/. 2211A6 93: 2 4) 16d 4)16d 6)16d 3,330 3,330 3,330 3,330 2.865 2,865 2,865 2,865 FL.170
THA426-2 14 71A 26A. 9'. 2 4) i6d 4)16d 6)16d 3.330 3,330 3,330 3,330 2,865 2,865 2,865 2,865 FL,170
Face -Mount Installation'
THA29 18 1% 91%6 5'h 91%. 16)10d 4) 10d 560 2,125 2.310 2,350 2,350 480 1,740 1,785 1.815 1,815
THA213 18 1% 0& 5h 13'A6 14) 10d 4)10d 1,170 1,955 2.020 2 0(35 2,065 780 1,680 1,735 1,775 1,775
THA218 18 1% 17Ma 51h ITK6 19) 10d 4) 10d 1.170 1,955 2020 2,065 2.065 780 1,680 1.7,45 1,7?5 1 775
THA218-2 16 3A 17115s 8 14'Aa 22) 16d 6) 16d 1,855 3,695 3,695 3,695 3,695 1,595 3.185 3,185 3,18513,185 18.
LIS.
THA222-2 16 3'An 221A; 8 14Y. 12) lFid 6) 1&1 1,855 3,695 3,695 3,695 3,695 1.595 3,185 3185 3.1115 3.185 FL
THA413 18 3% 0A6 4''A 13-% 14) 10d 4) 10d 1.170 1,940 2,235 2,400 2,400 780 1,660 1,910 2.075 2,210
THA418 16 3% 171h 7h 14nc 22) 16d 6) 16d 1,855 3,695 3.695 3,695 3,695 1,595 3,185 3,185 3,185 3,185
THA422 16 3% 22 h 14%. 22)16d 6) 16d 1,855 3,695 3,695 3,695 3,695 1,595 3.185 3,185 3,185 3,185
THA426 14 3% 26 7 A 106 30)16d 6) 16d 1.855 1,480 4,480 4,480 4.180 1.595 3,855 3.855 3,855 3 655 FL
THA422-2 14 7'b 221R6 9Y'. 1614 30)16d 6) 16d 1,855 5,160 5,520 5,520 5.520 1,595 4,440 4,745 4,745 4.745 FL,170
THA426-2. 1 14 7'/. 2615. 1 9% 18 38)16d 61 16d I,855 5,520 5,520 5,520 5,520 1.595 4,745 4.745 4,745 4,745 FL,170
1. Upl it has been increased 60% for wnd or earthquake bading wish no further increase allowed; reduce where other loads govern,
2. Wind (160) is a download rating.
3. For single 4x2 top chord carrying members or single 2x nailers, the following THA hangers can be
installed using 10d x 11h' top nails and (2) I6d face nails with reduced allowable bads as noted.
THA418RHA4i2. 1,415lo. for DF/SP, 1,2151b. for SPF; THAe26: 2,245 Ile. for DF/SP, 1,630lb. for SPF,
THA422-2/7HA426.2: 2.345 lb. for DF/SP, 2,015lb. for SPF Loads are basec on hanger instananons at panel points.
4. Face-mounl installation bads are based on minimum of 2-ply 2x carrying member. For sirgle 2x carrying
members, use l Od x 1 h' nails into the can Ong member and tabulated fasterers into the carried member,
anc use 0.80 of the table value for 18 gauge, and 0.68 of the table value for 16 gauge and 14 gauge.
5. Min. Top Flange refers to the minimum length of strap that must be field formed over the header.
B. For the THA 2x models, one strap may be installed verically according to the face mount nailing requirements
one the other strap wrapped over the truss chord according to the top flange nailing requirements (see drawing on P. 229)
and achieve full tabulated top flange installation loads.
7. Nails* 16d = 0.162' do. x 3'h' long, 10d = 0.148' dia. x 3 long.
1 Did x 114' = 0.148' din x 1 h' long. See pp. 26-27 for other nail sizes and Ocrmation.
230
THAR/L422
Skewed Truss Hangers
Designed for 4x2 floor trusses and 4x beams,
the THAR/L422 has a standard skew of 45•.
Straps must be bent for top flange installation.
PAN nailing helps eliminate splitting o1 4x2
truss bottom chords.
Material: 16 gauge
Finish. Galvaneed
Installation:
Use all spocified fasteners: see
General Notes
Straps must be field -formed over the
header a minimum of 21h"
Minimum and maximum nailing
configurations available — see table for
nailing requirements
Codes: See p.14 for Code Reference Key Chan
THAL422
LSIMPSONstrong -Tie
Typical THAL422 Installation
with Minimum Nailing on a Floor Truss
with Double 4x2 Top Chord
I
3
r: Dl uP Fasteners, .` r`O'F/SPAIIowahk,Loads SOMFAllowableL i
a. Model. ' moatlst' lornsens-; Min.
Chord
Effective:
r wr .w4r rr n_•
Code
Na.'.".t
Ga. in.)'Y„a on
Carrying Height' dCarryingMemberCarried Member ` UpUlt Snow Root i Upldt Snow 'Rooly
Member H , en Floorf(160),r,(100);(115) 125
Floor.
160) (100) (115)
Ref.
r " 4 r'"
W' HS. C TdP • - Face Straidht Starlit ta3fe y'
Single4 9min. 880 880 880 755 755 755
IOd(x)1'h" 10d(x)lh" 10d(x)l'h" 10d(x)IW
THAR/L422
Min.) 16 3% 22% 8 l
Double 9 to 12 21 1,525 1,525 1.525 1,315 1.315 1,315
42
4) l0d 2) l0d 1) 10d IOd x I h" 15, 72
1,090 1.090 1,090 1 935 935 935 FL THAR/
L422 Double RI t' ti; x a I6
34i 22 i+' 8 4x2 9 min. 4)10d 8110d'" 1) IOd r 10d1'h" c31dr h675 1,6755 1:675 265 1,440 1,440 1,440 Max.) x I.
Uplift has beer. increased for wind or earthquake loading with no further increase allowed, reduce
where other loads govern, 2.
Roof bads are 125% of 0ocr loads unless limrteo by other criteria. Floor bma y ay beadjusted for bad durations
according to the code provided they do not exceed those in the roof column. 3. Where
the top of the Carried member is hush Wlh the top of the carrying member, Hen a
equal to the depth of the carriec member. Otherwise, Hen shall be measured from the
top of the bearing seat to the top of the carrying member. 4. Nails:
10d = 0.148' da. x 3 long. 10d x 11h' = 0.148' dia. x I W long, Seo pp.
26-27 for other nail ii and Information. 0. 241
Simpson Strong -Tie° Wood Construction Connectors
OR •
Truss Hip/Jack Hanger
The versatile THJA26 can accommodate right- or
left-hand hips (at 45-degree skews), and can be
installed before or after the hip and lack. Can also
be used for double (terminaQ hips.
Material: 14 gauge
Finish: Galvanized
Installation:
Use all specified fasteners; see General Notes.
All multiple members must be fastened
together to act as a single unit.
Shall be attached to a double girder truss to
allow for required minimum nail penetration.
See footnote 3.
Options:
These hangers cannot be modified
Codes: See p.14 for Code Reference Key Chan
Wit? •
point ow
point
Top View
Left -Hand Hip Installation
THJA26
worbnppoint
II
Top View
Right -Hand Hip Installation
SIMPSON
StrollgTie
Typical THJA26 Installation
Top View
Terminal Hip without
Center Common Jack
Fasteners 4 OF%SPAllou2bk loydsw iry SPF/HPARowable Loads
Model Carried
MemberUpl(ft3 FlotirtySnow;
F-..,•„k
Code•
Ref, No. Carrying, z7 F-.-.: art.,'
Root Windy, Uplith. Fbof Snow11 Roof Wind
Member Hip: Jack -
A(160)•',,(100),c 115)`%_(125)q.',`(160) 160) 160) 115) 125) 160) 1
Hip 720 2.010 2,310 2,450 2,450 590 1,740 2.000 2,100 2.100
THJA26 20) 16d 6) I0d x 1'h' 4)10d x 1'h" R. Jack 240rk, 0 C`F', i o. . t'q0? - J-815' 815 C 195 580 rim 700 700
Total 060 2,680 3,080 3.265 3,265 785 2,320 2,670 2.800 2,800
1. UpIrtt loads have been increased for w;nd or earthquake loading with no further increase alowen;
rocuce where other loads govern.
2. Wird (160) Is a download ra!hq.
3. Loads shown are based on a minimum (2) 2x6 carrying member. For single 2x carrying members (min. 26).
use 10d x 1'h' nails and use 0.67 of the table value. For (2) 2x4 caWrg members, multiply the download by 0.50.
4.16d sinkers (0.146* dia. x 3'A' long) may be substituted for .he specified 16d commons at 0.95 of the table bad.
5. Tabulated hip and jack allowable loads assume trial 75% of the total load is d'stributed to the hip and 2596 to the jack.
It a permitted to distribute 65% to 85% of the tabutaiad total load to the hip, and the remaining percentage of total
load to the jack. The combined hip and jack bad may not exceed the publ-shed Total Load.
6. For terminal hips, divide the total allowable bad by 2 to determine the allow33lo bad for each hip.
7. Truss chord cross -grain tension may hmr, allowable loads in accordance with ANSVTPI 1-2014.
Simpson Strorg-Tie' Connector Solector"' softwaro inckdes the evaluation of cress -grain tension in
its hanger allowable loads. For additional information, contact Simpson Strong -Tie.
8. Nails: 16d = 0.162' ca. x 3 h' long, 10d x 1'b' = 0.148' dia. x I h' long.
See pp. 26-27 for other nad sizes and information.
247
VALLEY FRAMING & BRACING DETAIL
Lumber Size and Grade Minumum Requirements
RWrm board_ 2a6(m1,) 91 Souttem Pine or betrer,
Rafter roam W-O' or 103- (A) 2a5 S a2, S F EVII. OF N2 or better
9)2aSP92,SPF 11/111l,OF47orbent.
Ptuem/Lsteml bmdns_ 2x6 SPFIR, NF 42. OF f2 or betty
Sleepers- b4wndth of raker Fart cut) S P 93 or better
2 p.mW 2a6SPF r3 Gfppin
and bloWns_ Zee SPF N3 or Getter True
below_ See derlan -Southern Pint Mahrlal TRUSS
TRUSS
UNDER VALLEY FRAMING VALLEY
RAFTER OR RIDGE 110 "
CRIPPLE Cripples
4'.0" for 36 psf (TL) and 20 pair (TD) Max. Spac•'
the crippes ac forahrow t4amng from the valleys or ara mope andworking'
Inward to the rldgo board so that cripple locations are staggered between
rows. 7 a'
O.C: fTyp) Connection Requirement
Notes I - 1
1. •ta6 niters to riche 4 16d toe-naib: Attachment can
be made directly L Cripple
to Ito 4
16d
toe-nills or tnrough'
plytiood sheathing 3. Cripple to rafter 416d toe -nails by cuffing
a 2"x6" notch in sheathing ('•) a 16d
facer-naus T C.
I 4. Rafter to sleeper or bloddng S 16d toe -Nils Rafter to
two tx6 sleepers. 4 16d toe -resits S. Sleeper
Minus 4 16d tornafls Two 2x6
steepen to truss 316d toe -rails each sleeper 6 truss 6. Rldse
board to roof block 416d toe -tails RAFTER CUT
As REO'D FOR PITCH .7. Rift board to,truss 416d toe -nails a s
l Purim to (Typ) 3 16d toe -nails 1 Trim
to 416d toe -nails 10. Truss
to cripple cripple 416d tormlb ll. Truss
to cripple 416d toe -nulls OCgNO 12.
Cripple to purlin 316d toe -nulls a VACEp
aA- U.c. - - - ,..r.,• .." aw."ena •a (NOT REQUIRED IF SLEEPERS ARE USED( 13. Collar beam to rafter 4 16d toe -rill; GENERAL NOTESCRIPPLE, BRACING, & BLOCKING NOTES NOTE: 16d (O.S6Yx3.s')COMMCMI wins Punlns requlmd
2'-0" O.C. in absence of plywood a training. .yµcontinuous lateral restraint (CLR) min, issequlred for cripples F-V to W il" tong Tnrssas without
sheathing applied must be evaluated accordingly, trolliedWd Z 40d (.14$"x81 nails Or 2x4'T' or scab reinforcement nailed to Rated q. Purllns should
overlapsheathe one truss spacing minimum of cri0.0"1 rag Wrag %p over I (0Ong `mqure two et 's or both a scab must be scab. ofcripple IengtR In usesthat -thk Is Impraclital, overlap sheathing a minimum Cripples over 10' forig rsqurs two CLR'a or Dolts faces' W "f" or sub. Use stress of 6'.
add hall upwards through sheathing Into punin with a graded lumber & bore or common nails. minlmum o1
sad O.t]t'x25') common Mrs nails. tNarraw edg• of cripple can face ridge or rafter. Effects of
not proding sheathing below • valley set as long as the proper number of nails am must be oviluated
by the building designer. installed into ridge board This drawing applies
to valleys with the following renditions: anstat blocking under rafter if sleepers are not used. Spans (distanu between
herats).40'•0" or less -Install blocking uridar cnpples If cripple* fag between 40taximum valley height;
14'-0' lower truss top,chords and Lateral bracing Is not iced. Waxlmum moan'roof
height: 30 toot -Apply all noting In accordance to current NOS requirements: Asa 7-os,
14o mph, Enclosed. Cat II, Exp 8,1=1.0, Kit-1-0 Nails an Common
win naps unless noted otherwise. -Of A Maximum
of ASCE 7-10, 190 mph, Enclosed, Exp D. Kcr--1.0 H. y (A) I(
B)") Fr.m4a.. MAD
AND TO ALL l RS t j 0gtrAMA4KO4 first DANDFitsALL@np111304PatOPALaci1611LLLRS.' ! No. 70861 V, LL 20 30 40 54 REF VALLEY FRAMING iwaw npA-• ,0_ o
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s. wfe.+rtMn ... err }e' at>as .rue• tree _b art. r• o-vaa az ..•,mrr. tSPKCING' SEE ABOVE