HomeMy WebLinkAbout3816 Crawley Down Lp 18-2593; NEW SFHCOUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100005
BUILDING APPLICATION #: 18.10000520
BUILDING PERMIT NUMBER: 18-10000520
DATE: June 08, 2018
01 L`
UNIT ADDRESS: CRAWLEY DAWN LOOP 3816 17-20-31-5VC-0000-0960
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: NVR INC DBA RYAN HOMES
ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 3816 CRAWLEY DOWN LOOP / KENSINGTON
RESERVE / SFR
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
RQADS-ARTERIALS CO -WIDE ORD
Single Familyy
ROADS -COLLECTORS
Housing
N/A
705.00 1.000 dwl unit 705.00
Single Family Housing 00 1.000 dwl unit 00
FIRE RESCUE N/A
00
LIBRARY CO -WIDE ORD
Single Family Housing 54.00 1.000 dwl unit 54.00
SCH90LS CO -WIDE ORD
Family Housing 9,000.00 1.000 dwl unit 9,000.00
PARKS NA
00
LAW ENFORCE N/A
00
DRAINAGE N/A
00
AMOUNT DUE 9,759.00
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE
SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR
DAYS OF THE DATE ABOVE, BUT NO LATER THAN
CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE 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 dOP 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THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT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
REQUEST FOR TUG & PREPOWER AGREEMENT
ALL RESIDENTIAL PROPERTIES
Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Date.---sf J_
Kensington ReserveProjectName: _Projectect Address
Building Permit #:1 9 _(1_3_ Electrical Permit
In consideration for authorizing the appropriate utility company to energize the facility, we agree with and
understand the following:
I. This Tug/Pre-power application is valid only for one -and two-family dwellings.
2. The facility will not be occupied until a certificate of occupancy has been issued.
3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has
been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service
without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the
jurisdiction will not be responsible for any damages or costs which may result from the exercise of such
right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly
and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including
attorney's fees.
4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the
area designated for pre -power shall be complete and in safe order. All electrical services associated with the
area will be 100% complete unless specifically approved by the electrical inspector.
5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors,
the panels shall be equipped with a locking mechanism (approved by the AM). The licensed electrical
contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent
energizing circuits other than those that are safe.
6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval.
7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power.
S. TUG approval is for service and outside GFCl outlets only.
9. Check with the local jurisdiction for fees associated with tugs.
Robert Lattanzi - Ryan Homes Robert Lattanzi - Ryan Homes Scott L Easterbrook - Palmer Electric
Print N e if Owner/
I
Tcn4pf Print Nam o en. Co tra Print Name *-of EL -Contractor
Signature of 61K_r/Tenant Signature of Gen. Contractor 4iganature of El. Contractor
CBC1257565 ECO003096
Gen. Contractor License # EL Contractor License #
JURISDICTION EMPLOYEE NAME:
JURISDICTION:
CALLED INTO:
Rev. 02110115)
o Progress Energy o Florida Power and Light on
Grant Malloy, Of The Court & Comptroller Seminolunty, FL
Inst #2018087892Clerk Book:9182CircuitPage: 1490-1 (1 PAGES) RCD: 8/2/
e
201Co8 10:0144 AM
REC FEE $10,00
111MIIIIIIIIIII1111
THIS INSTRUMENT PREPARED BY:
Name: NVR Inc, dba Ryan Homes
Address: 4307 Vineland Rd, Suite H-20
Orlando FL 32811
NOTICE OF COMMENCEMENT
Permit Number: 18-2593
Parcel ID Number: 17-20-31-5VC-0000-0960
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencement.
1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
Lot# 96 of Kensington Reserve 3816 Crawley Down Loop
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Construction of Single Family Home Residential
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: NVR Inc. dba Rvan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811
Interest in property:
Fee Simple Title Holder (if other than owner listed above) Name: NA
4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820
Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811
S. SURETY (if applicable, a copy of the payment bond is attached): Name: NA
Amount of Bond:
6. LENDER: Name: Phone Number.
Address:
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section
713.13(1)(a)7., Florida Statutes.
Name: Dada Phone Number: 407-692-9820
Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811
8. In addition, Owner designates_ of
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number:
9. Expiration Date of Notice of Commencement (The expiration is I year from date of recording unless a different date is specified)
WARNING TO OIYAER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Dayna Mitchell Assistant Secretary
si(ratV of Owner or Lessee. or Owner's or Lessee's (Print Name and Provide Signatory's Title/Office)
Authorized OtAcerfDrector/Panner/Manager)
state of Florida County of Oran•
The foregoing Instrument was acknowledged before me this day of A .20 18
by Davna Mitchell Who is personally ka ln to me OR
Name 0(porson maiung Statement
who has produced Identification Cl type of identification produced:
TRACY LEIGH MCDONALD
My C-014ii4SSION # FF925012
V'7 EXPIRES October 00, 2019
Notary SignaluM
CLEW 1,"
A
rri
0 9 ,, n
4
CITY OF SANFORD
BUILDING &FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $ t
Job Address: 3816 Crawley Down Loop Historic District: YesF] NoFx]
Parcel ID: 17-20-31-5VC-0000-0960 Residential R CommercialEl Type
of Work: New E AdditionEl AlterationEl RepairEl DemoEl Change of UseEl MoveEl Description of Work: New Single Family
Residence Plan Review Contact Person: Tracy McDonald
Title: Production Admin Phone: 407-692-9831 Fax: Email:
trmcdona@nvrinc.com Property Owner Information Name NVR INC.
dba Ryan Homes
Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident
of property? City, State Zip: Orlando FL 32811
Contractor Information Name NVR, Inc, dba
Ryan Homes
Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20
Fax: 407-692-9821 City, State Zip: Orlando FL 32811
State License No.: CBC1257565 Architect/Engineer Information Name: AB Design
Phone: 407-774-
6078 Street: 1441 N Ronald Reagan Blvd
Fax: City, St, Zip: Longwood FL E-
mail: brian@abdesigngroup.com Bonding Company: N/A Mortgage Lender:
N/A Address: Address: WARNING TO OWNER: YOUR
FAILURE TO
RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR
PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB
SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR
AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to
obtain
a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of
a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that
a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air
conditioners, etc. FBC 105.3 Shall be inscribed
with the date of application and the code in effect as of that date: 5th 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.
6/6/2018 6/6/2018
Signa 44Qerf LAOntDateSignatuf C Kcacto-r7x mpt Date o4Tracy
McDonald Print
Own/Agent's Name 6/
6/2018 L."
S Zig"mureof Not a rry-State of IF I or id a Date o
p'y puo KRISTIN R ROLAND Commission#
GG 123MI Expires
July 11, 2021 k*w, * or
nq` Owner/
Agent is _X_ Personally Known to Me or Produced
ID Type ofID Tracy-
TOtOonald Print
Co ctor/Agent's Name E<
ifnaiure 6/
6/2018 of
Notary -State of Florida Date KRISTIN
R ROLAND commission #
GG 123381 Qr
Expires July 11, 2021 Baer
o 4~ Ttn OWW mwiq s@M= Contractor/
Agent is _X__ Personally Known to Me or Produced
ID Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building Electrical Electrical Mechanical Plumbing Gas[] RoofE] LAO1 -4 Construction
Type: Nf Occupancy Use: 3 Flood Zone: 7—
k-T_4\C_t4 E9 Total
Sq Ft of Bldg: Min. Occupancy Load: li# of Stories: 2— New
Construction: Electric - # of Amps ZOO Fire
Sprinkler Permit: Yes F] No M #of Heads APPROVALS:
ZONfNG:, L' " k
4it UTILITIES: ENGINEERING:
M—R_ G-t-k5 FIRE: COMMENTS:
Ok to construct single family home with
setbacks and impervious area shown
on plan. 35, 5- 1/. ?, ISV411"
f oY8 - A I a__
Plumbing - # of
Fixtures M1 Fire Alarm
Permit: YesE] No WASTE WATER:
B U
I I, D I N G: 5r -7, ' - Revised: June
30,2015 Permit Application
Job Address: 3816 Crawley Down Loop
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application Na: , ,.. — JS 3
Documented Construction Value: $ 100,397
Historic District: Yes[] No
Parcel ID: 17-20-31-5VC-0000-0960 Residential FXI CommercialEl Type
of Work: New [A Addition Alteration Repair Demo Change of Use Move El Description
of Work: New Single Family Residence Plan
Review Contact Person: Tracy McDonald Title: Production Admin Phone:
407-692-9831 Fax: Email: trmcdona@nvrinc.com Property
Owner Information Name
NV_R INC. dba Ryan Homes Phone: 407-692-9831 Street:
4302 Vingland Rd #H20 Resident of property? City,
State Zip: Orlando FL 32811 Contractor
Information Name
NVR Inc dba Ryan Homes Phone: 407-692-9820 Street:
4307 Vineland Rd # H-20 Fax: 407-692-9821 City,
State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/
Engineer Information Name:
AB Design Phone: 407-774-6078 Street:
1441 N Ronald Reagan Blvd Fax: City,
St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding
Company: N/A Mortgage Lender: N/A Address:
Address: WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced
prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in
this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces,
boilers, heaters, tanks, and air conditioners, etc. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised:
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.
Sig,44z D6/6/2018 6/6/2018
ao er; _nt ate Signatu lo f C 116—ct`r/t Date
Tracv McDonald Tracy-MeVbnalcl
Print
Ovn7 /
Agent's Name
6/6/2018aignureofNotary -State of Florida Date
y pt"' KRISTIN R ROLAND
Commission# OG123MI
Expires July 11, 2021
OF 8"49d rM k4gat
intCoY--
eto,Agenl's Nane 6/
6/2018 i .
u,.ofNt._Stat.ofFIo,da Date ot
VM PU" KRISTIN R ROLAND Commission #
GG 12=1 E*
r$$ J* 11, 2021 Owner/
Agent is _X_ Personally Known to Me or Contractor/Agent is X Personally Known to Me or Produced
ID Type of ID Produced ID _ Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: BuildingE] Electrical 0 Mechanical[] PlumbingE] Gas[] RoofE] Construction
Type: Total
Sq Ft of Bldg: Occupancy
Use: Min.
Occupancy Load: New
Construction: Electric - # of Amps Fire
Sprinkler Permit: Yes n NOE] # of Heads APPROVALS:
ZONING: ENGINEERING:
COMMENTS:
Flood
Zone: of
Stories: Plumbing - #
of Fixtures Fire
Alarm Permit: YesE] NoF] UTILITIES: /
WASTE WATER: FIRE:
Revised:
June 30, 2015 Permit Application
6/6/2018 SCPA Parcel View: 17-20-31-5VC-0000-0960
Pro
Parcel Information
aMpqrty_Record Card
Parcel: 17-20-31-5VC-0000.0960
pertyAddress: 3816 CRAWL. EY DOWN LOOP SANFORD. Ft_ 32773
Value Summary
Parcel 17-20-31-5VC-0000-0960 2018 Working 2017 Certified
Owner(s) BRISSON WEST PROJECT I LLC
Values Values
Valuation Method Cost/Market Cost/Market
Property Address 3816 CRAWLEY DOWN LOOP SANFORD, FL 32773
i Number of Buildings 0 0
Mailing 3601 RIGBY RD SUITE 300 MIAMISBURG, OH 45342-5038
I Depreciated Bldg Value
Subdivision Name
Depreciated EXFT Value
Tax District, SI-SANFORD
Land Value (Market) $52,000 14,000
DOR Use Code 00-VACANT RESIDENTIAL
Land Value Ag
Exemptions
14AJIR_11* $52,000 14,000
97 Portability Adj
Save Our Homes Adi $0 0
Amendment 1 Adi $0 0
P&G Adj $0 0
Assessed Value $52,000 14,000
Tax Amount without SOH: $266.58
L0_17Tax Bill Ariouq-t $266.58 96
Tax _Fsllmator Save
Our Homes Savings: $0.00 Does
NOT INCLUDE Non Ad Valorem Assessments Semnoie
COL G I's u, y Legal
Description LOT
96 KENSINGTON
RESERVE PS
81 PGS 86-92 Taxes
Taxing
Authority Assessment Value Exempt Values Taxable Value County
General Fund 52,000 $0 52,000 Schools
52,000 $0 52,000 City
Sanford 52,000 $0 52,000 SJWM(
Saint Johns Water Management) 52,000 $0 52,000 County
Bonds 52,000 $0 52,000 Sales
Description
Date Book Page Amount Qualified Vac/Imp No
Sales
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 41(a IS
I hereby name and appoint: __Tracy McDonald
an agent of: NVR Inc., dba Ryan Homes
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
El The specific permit and a placation for work located, tt6 455
Street Address)
Expiration Date for This Limited Power of Attorney: May 20,2018
License Holder Name:— Robert Lattanzi
State License Number: CBC125756
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF Orange
The foregoing instrument was acknowledged before me this -&_day of
200-18 by Robert Lattanzi who is z L
or u who has produced
identification and who did (did not) take oath.
7
ignature
Notary Seal) Cie
Print or type name
KRISTIN R ROLAND
commission # GG 123381 Notary Public -State of FjOrldci-)
Expires July 11, 2021 Commission No.
OF FV5- amdo Tt" 00" WNY $W*ft My Commission Expires:
Rev. 08.12)
as
altHITICT•
SQ.FT. CALC.'S
IST FUZ LIYING low 5(a. FT.
2ND FLR LIVRJG 1,386 5Q FT.
TOTAL LIYIN6 2,416 SQ FT.
ENTRY 35 5a FT.
G.4RACzE 4b9 5a FT.
TOTAL 2;310 5Q FT.
PATIO 24 SCS FT.
CCWCMU MO CtAMM MO U 011DO SAM ISO GOK*(E
R7f 0 400CM QRR
wu auunEmalwlill umm
er al
zm wimim
1 12
OFYD
5 149d•3016
2 24 3060 oR 4 30IM-31.18
3 n 25-5H 4 1646/-30--b
3A n 25-OH 5 28 I-3146
4 33 2)2$-6M 5 210/-MM
5 41 LDDO am 5 2631/-3330
33 2) 25-W 5 7113/-34M
l n 4 20A61.30.4h
WIND DESIGN CRITERIA
A. BASIC nHI-4:;' 5S'EED tlf-H' (3 5EUJr4D CU5 )
Y4.LT+I50 / Y4SD-3i6 trr-H
9. 04TERKAL FRESBURE COF K:IENT -- 18
O. RlSK C.ATEGORT-TYrE U
P- £XPO6UR£ OAT£GOR7 G
NOT£.
VALUES "C:OPIPO NM 4 CI-APDUJ@ PRESSURE ARE BASED C N
T3>c YLh PESVN U ND SPEED- FOOR 6TN ED. (2M) ALLCAU5 TFEW
PRE554AW-S TO eE I'ALTIrLIED BY Of. TO MEET TF£ ALLOWSL£ OR
NOMNAL TESTED VALUES WED 57 PRODUCT M~AOTUR£R5.
mm.
I. FFWR TO ORMA L WSTALLATION CN ALL FU MY4 f IMM 7-0 M71 TE MW
fl. 0 UlL A AVIUMNOMAID 6110RAT£ A Tll I 711E" ID SFR Y
14' 4'
PATIO
J
2) 25-S 4 bPbO YP 1
ie_ ----------
1
1
I
G1WT DINEWE
1 s-r cu
s 1
4.
6
R
I { H011.DlICi GREAT ROOM
1'-21/2'1
6'-ffi' _ 4'-2' 9 4.
4
47 I iILLA
RAILM
3 % KlTcHEN
x-4 O&
2-6
g
GABNET
R-84 NCT7.P9Yx
RIT i 114
@.RAiO
9
Y d) STUDY
11T. ;g
P#1)R
r
SIM9
C1G ,p 1yOER
r.
4'-2*F-D' 5'-8' 4'-8' '-IO IY-g•
e I
c ---
I
iFos
Y®
t
x
Y 7
2 CAR GARAGE
4'
ia v-8' Cv. - - - iE CF 2W RbCR ABOVE
O
ar4oLI
74, 2'-8' I6'-0, 2._8. I
FIRST FLOOR PLAN
SCALE: 114 . V-O'
0
01
0
Grow
3441 M. RDNALO
40T-TFL 7 8LYD. LOnGiN 74 R 32FM. T44079T8
FA!4:40T-TT44078
44 >: Doman03325
riiiiiiiiii, I
r
73LTPDI'V. at LOT
KENSINGTON
RESERVE
LOT 96)
HOVEL:
SUMMERLAND
VERSION#01)
liOlEQT '
02 000
PAGE:
FIRST
FLOOR
PLAN
DATE: 4/10/16
9CA f.1/4'=1'—O'
eiImm
3 Or 9
0CWC MU NO CLADCM WO LOAM MW MMO FJM'00W
FM M aoao Cams
CALL • 000411EINLXR 79QE s'M NTI MO
b 5 28.65f-37E5
2 b 3a0-94
5 28b5f-3185
2A 12 364P;a 5 2SM-3a10
25 b
EGFE3551525b5f-3795
b 5 1E65/-31*
4 b 40044.
7
5 1443/-33{O
5 B ElE 4 2855F-3ti4
b b E! 18b5/-3i14
T b 4 28b51-3U4
WIND DESIGN CRITERIA
A ELA61G uwv SFI-0 hQN (3 SECOND C"T)
VULT-50 / VAW-116 MF14
B. WTEMAL t'FF_seUW C0EFMCEW-- JS
G. RISK GATEGORT.TTI-E 1!
O. EXP0-"(M CATEGORY C
NOTE:
VALIIF5 FOR G40PIPOI4EM9 4 CLADDNG F1W551FRE ARE
GAIED ON TiC 'AA PA: ON HAND WC M> 4741 W. (20IT)
ALLC U16 Tw-te PR£55U1w5 TO aE MULTIPLIED DT 0b TO
ALLGU 49XZ OR NCMIAAL. TE51ED VALLZ5 415$J 6T
PRODt1C'T !'tNiFAGTURERS.
16'-2'
OWNER'S SUITE
81-v C3•-4r m
a• -a c>_ai -
TID
NOTE I
L flaCR TO DRTYWLL NST41ATxN CN N.t iRN'fiG PB•EBAS 747 T7f171 ifE FM IN 9
iiQaM Q L 6E aPIMA7H7 dtG TI AAtID 6 K1C41E d T9RtTE T}EATID SPRAT
R-84 ;•_2• a
4, 2-
G
0
P
3PAIli DATi:
17 FJSM 07.5716
r N11", TREADS 010' +1' NOSING
0'-0 3/4' 2tV. _
TTI
0'-0' M FUR
DP CELNG TODROP i 1t4'
a -a' fl
2) 2" +FADERS Aa
o"aw C K 91$T •
m
42' NIGH
M AL M
PWDR.
ROOM
2xv aTr.
2x, NL'-Mra.GM4a
F
bQ STR 4GEFt mi
3) 2.2 SYP STR@GE
3'xxKPL.ATE-
3/4'T4G SM tL00 4 I
CA-UED 4NALED I I J I
2x6s 24'O.G. MAX I j
2.4 PT, PLATE aOMM 0 IOd OR MAL5 *' O.G. MAX
STAIR SECTION; 9'-499 BEG.
ALE: 3M - V-0'
2x8 DBL SAD
w IGd x3•
arra+
I
V O.G.2
Ro*
STAGcow
111 DBL
6-tuo
LME OF 11T ----
FLOC}2 flH.Ltl1
Phi!
STUD
Q 6 __
BEDROOM 2
1'-2'xwx-0'
W_p• Q.G. i 3 1
El
BEDR001d 3
tl'-8'x'-0'
LOFT
W-2'xtV-2'
a•-0 CL&
BEDROOM 4) O101-2141-2'
B-V* C7..G.
V
CIR/f BALT2
a•-W GLG.
44, 3=
0 Wf-54 1
7L ---------.--i-.------
LK LF bT FLOM 6E101Y
21'-4'
SECOND FLOOR PLAN
SCALE: 1/4 . P-0'
A R 9 N I T I C T 8
6
GgnrWoU .
1"L N. RONALD REAGAN aLYo.
LOMGWooD Ra2m
wFM 4074744078DOC32R.twnAA0 : ooaxi,3r
KENSINGTON
RESERVE
LOT 86)
movicz
SUMMERLAND
VERSIONf 01)
PROJECT
028 .00O
PASSE:
7SECOND
FLOOR PLAN
O_1 :'•:
DATE: 4/10/18
SCAI.ft 1/4'=1'-O'
aloclrr
4 or 9
REQUIRED INSPECTION SEQUENCE
RYAN HOMES 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
Address:
ELECTRICAL PERMIT`
MinI' Max inspection Description
10 Electric Underground
10 Footer / Slab Steel Bond
20 30 Temporary Underground Power (TUG)
30 Electric Rough
1000 Electric Final
E5EO
Min Max Inspection Description
10 Plumbing Underground
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
REVISED: June 2014
Y OF
SANFORD
PLANNING & DEVELOPMENT
SERVICES DEPARTMENT
Flood Zone Determination Request Form
Name: Tracy McDonald Firm: NVR, Inc.
Address: 4307 Vineland Road #H20
City: Orlando State: FL Zip Code: 32811
Phone. 407.692.9831 Fax: 407.692.9821 Email: trmcdona(-Wnvrinc.com
Property Address: 3816 Crawley Down Loop
Property Owner: NVR, Inc. dba Ryan Homes
Parcel identification Number: 17-20-31-5VC-0000-0960
Phone Number: 407.692.9820 Email: trmcdonaC@nvrinc.com
The reason for the flood plain determination is:
FEW New structure EJ Existing Structure (pre-2007 FIRM adoption)
F-1 Expansion/Addition F] Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360)
Flood Zone: X Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
F-1 The parcel is in the:Elfloodplain Ofloodway
F-j A portion of the parcel is in the: El floodplain El floodway
FEW The parcel is not in the: FWfloodplain ofloodway
El The structure is in the: Elfloodplain Mfloodway
El The structure is not in the: F-1 floodplain E] 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# 18-2593
Reviewed by: Michael Cash, CFM Date: June 14, 2018
I 1 0 Application for Paved Driveway, Sidewalk or
Walkway Including Right -of -Way Use &
w
in Di hf_f%f_W!n
1877— Landscaping tj Y
www,sanfordfl.gov Department of Planning & Development Services
300 North Park Avenue, Sanford, Florida 32771
Phone: 407.688.5140 Fax: 407,688.5141
This permit authorizes work to be done on the subject property or 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. The permit is required for driveway or
sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a
driveway, walkway or landscape improvements within the city right-of-way. 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 Kom ~4 b44OWL
size and location of the existing right—of-way and use shall be provided or application could be delayed. CAII WOO YN 411%
1. Project Location/Address:
2. Proposed Activity:
3816 Crawley Down Loop, Sanford, FL 32773
X Driveway [] Walkway [] Other:
3, Schedule of Work: Start Date Completion Date
4. Brief Description of Work: Construction of New Single Family Home
This application is
Property Owner
Signature: 7
Address: 4304'7in
by:
H-20 Orlando, FL 32811
Phone: (407) 692-9831 Fax:
Print Name: Tracy McDonald
Emergency Repairs
Email: trmcdona@nvrinc.com Date: 06/06/2018
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 installation/improvement 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 permittee 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 improvement 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
Requestor's property to recover costs of restoration.
To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ-
ees (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 attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out ofor
connected with the use of the City's right-of-way.
I have
Signature:
Pre -pour Inspection by:
Application No:
Reviewed:
Public Works
Utilities
Approved:
Engineering
Site Inspected by:
Special Permit Conditions:
the above statement and by signing this application I agree to its terms.
Date: 06/06/2018
This permit shall be posted on the site during construction.
Please call 407.688.5080 24 hours In advance to schedule a pre -pour Inspection.
Date:
Official Use Only
Fee: Date:
Date:
Date:
Date:
Date:
November 2015 Kuvv use unveway pal
BP200I03 CITY OF SANFORD 6/07/18
Application inquiry - Fees 11:11:43
Applic'ation number: 18 00002593
Prop,-,rty . . . . : 3816 CRAWLEY DOWN LP
Fee
Class/Type/Description Trans amt
A AF 01-APPLCTN FEE -BUILDING 25.00
A BR 01-BLDG PLAN REVIEW 225.00
Amt due Struct Permit Insp
25.00
225.00
Bottom
Credit fees due: .00
Revenue fees due: 250.00
Total due: 250.00
Press Enter to continue.
F3=Exit Fll=Change view F12=Cancel F10=Amt billed
CITY OF SANFORD
CUSTOMER RECEIPT
Oper: BLANTOND Type: OC Drawer: I
Date: 6/07/18 01 Receipt no: 137134
Year Nuober Agount
2018 2593
3816 CRAWLEY DOUN LP SANFORD,
FL 32773 BP
BUILDING PERMIT RECEIPTS 250.
00 fflzfl
CV,
CHECK 198174 $25@. 80 Total
tendered $250. Be Total
payment $250.00 Trans
date: 6/07/18 Time; 11:18:36
F0RMR405-2O17 COPY
FLORIDA U U BUILDING lF KU~lFU ENERGY EFFICIENCY "=°"=°~~ " ~~~ FOR =°"°°.v~~ CONSTRUCTIONv~~ u o."
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot96 Kensin g ton Reserves u m meria ndAG RW Builder Name: RYAN HOMES 2 5 9Street: 3816 CRAWLEY DOWN LOOP Permit Office: SANFQRD
City, State, Zip: SANFORD, FL, 32773 Permit Number:
Owner: Jurisdiction: 691500
Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2
1 New construction or existing New (From Plans) 9. Wall Types (2626,7 sqft.) Insulation Ar6e
2Single family or multiple family Single-family a. Frame - Wood, Exterior R=1 1,0 126400K ............ 3,
Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=1 1.0 289,33 ft2 5.
Is this a worst case? No 10. Ceiling Types (1386.0 sqft.) Insulation Area a.
Under Attic (Vented) R=38,0 1386.00 ft' 6Conditioned
floor area above grade (ft') 2476 b, N/A R= ft2 Conditioned floor
area below grade (W) 0 c. N/
A R= ft2 7, Windows(
283.6 sqft,) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 605.25 Area Weighted
Average Overhang Depth: 1.000 ft. Area Weighted
Average SHGC: O290 14. Hot water systems FloorTypes (1381.
0 sqft.) Insulation Area a, Electric
Cap: 50 gallons a. Slab -
On -Grade Edge Insulation R=0.0 1090.00 ft2 b. Conservation features EF: 0.
950 Glass/Floor
Area: 0,115 Total Proposed
Modified Loads: 71.10 PASS Total
BaselineLoads: 71.36 I hereby
certify that the pla d s ecifications covered by Review of the plans and this calculation
are in compliance ith the Florida Energy specifications covered by this Code. calculation
indicates compliance with the
Florida Energy Code. PREPARED BY:
Before construction is completed DATE this
building will be inspected for compliance with
Section 553,908 I hereby
certify that this buildin signed, is in compliance Florida Statutes. with the
Florida Energy Cod 0 WM' E OWNER/AGENT:--
BUILDING OFFICIAL: DATE: DATE:
Compliance requires
certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -
sealed inaccordance with R4033.2.1. 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 nogreater than 7.0VACH5O(R4V2.4.1.2). Compliance with a proposed
duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage tnoutdoors, tested In accordance with
ANSI/RESNET/ICC 380, is not greater than 0.050 Qn for whole house. 4n3/20189:08mw enemvoavoe@USA '
nanouzn17Section n4uo.4.1Compliant Software Page 1m^
FORM R405-2017
PROJECT
Title: Lot96 Kensington Reserve S u m Bedrooms: 4 Address Type: Street Address
Building Type: User Conditioned Area: 2476 Lot # 96
Owner Name: Total Stories: 2 Block/Subdivision: KENSINGTON RES
of Units: 1 Worst Case: No PlatBook:
Builder Name: RYAN HOMES Rotate Angle: 0 Street: 3816 CRAWLEY DOW
Permit Office: SANFORD Cross Ventilation: No County: Seminole
Jurisdiction: 691500 Whole House Fan: No City, State, Zip: SANFORD,
Family Type: Single-family FL , 32773
New/Existing: New (From Plans)
Comment:
CLIMATE
Design Temp Int Design Temp Heating Design Daily Temp
V 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 Block1 2476 23026,8
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated
Main 2476 23026,8 Yes 5 4 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Floor over Garage Main ---- ---- 291 ft2 11 0 0 1
2 Slab -On -Grade Edge Insulatio Main 115 ft 0 1090 ft2 0 0.38 0.62
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg)
1 Hip Composition shingles 1501 ft2 0 ft2 Medium 0.85 N 0.9 No 0 22.6
ATTIC
V# Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1386 ft2 N N
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
W
I Under Attic (Vented) Main 38 Blown 1386 ft2 0.11 Wood
4/13/2018 9:08 AM EnergyGauge@ USA - FlaRes2017 Section R405,4.1 Compliant Software Page 2 of 4
A
FORM R405-2017
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar BelowSpace
1 S Exterior Frame - Wood Main 11 49 6 8 0 396.0 ft' 0 0.25 0.6 0
2 S Exterior Concrete Block - Int Insul Main 4.1 36 6 9 4 340.7 ft2 0 0 0.6 0
3 W Exterior Frame - Wood Main 11 29 6 8 0 236.0 ft2 0 0.25 0.6 0
4 W Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ft2 0 0 0.6 0
5 N Exterior Frame - Wood Main 11 49 6 8 0 396.0 ft2 0 0.25 0.6 0
6 N Exterior Concrete Block - Int Insul Main 4,1 40 6 9 4 378.0 ft2 0 0 0.6 0
7 E Exterior Frame - Wood Main 11 29 6 8 0 236.0 ft2 0 0.25 0.6 0
8 E Exterior Concrete Block - Int Insul Main 4.1 21 6 9 4 200.7 ft2 0 0 0.6 0
9 Garage Frame - Wood Main 11 31 0 9 4 289.3 ft2 0 0.25 0.3 0
10 E Exterior Concrete Block - Int Insul Main 4.1 8 0 9 4 74.7 ft2 0 0 0.6 u0
DOORS
V ff Ornt Door Type Space Storms U-Value Width Height Area
Ft--- In Ft -- In
1 W Insulated Main None 25 3 6 8 20 ft2
2 Wood Main None 25 2 8 6 8 17.8 ft2
WINDOWS
Orientation shown is the entered, Proposed orientation,
V Wall Overhang
Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening
1 S 1 Vinyl Low-E Double Yes 0.35 029 N 45.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5
2 S 2 Vinyl Low-E Double Yes 0.35 0.29 N 48.6 ft' I ft 0 in 11 ft 6 in None Exterior 5
3 W 3 Vinyl Low-E Double Yes 0.35 029 N 12.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5
4 W 3 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5
5 N 5 Vinyl Low-E Double Yes 0.35 029 N 15.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5
6 N 6 Vinyl Low-E Double Yes 035 0.29 N 32.4 ft' 1 ft 0 in 11 ft 6 in None Exterior 5
7 E 7 Vinyl Low-E Double Yes 0.34 0.311 N 5.3 ft' 1 ft 0 in I ft 2 in None None
8 E 7 Vinyl Low-E Double Yes 0.35 0,29 N 15.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5
9 E 10 Metal Low-E Double Yes 0.62 0.29 N 48.0 ft2 1 ft 0 in 11 ft6in None Exterior 5
10 E 8 Vinyl I-ow-E Double Yes 0.35 0.29 N 32.4 ft' 1 ft 0 in 11 ft 6 in None Exterior 5
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 459 ft2 459 ft2 58 ft 8.7 ft 3
INFILTRATION
Scope Method SLA CFM 50 ELA EqLA ACH ACH 50
1 Wholehouse Proposed ACH(50) .000414 2686.5 147.48 277.36 3718
T
7
4/13/2018 9:08 AM EnergyGauge@) USA - RaRes2017 Section R405.4.1 Compliant Software Page 3 of 4
11
FORM R405-2017
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump/ None HSPF:8.5 38 kBtulhr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit/ Split SEER: 15 38.5 kBtu/hr 0 cfm 0.75 1 sys#1
HOT WATER SYSTEM
System Type SubType Location EF Cap Use _ SetPnt Conservation
1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert Company Name System Model # Collector Model Area Volume FEF
None None ft2
DUCTS
Supply -_-_ Return ---- Air CFM 25 CFM25 HVAC #
v # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool
1 Attic 6 605.25 Attic 121.05 Proposed On Main cfm 123.8 cfm 0.05 0.60 1 _ 1
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
Coolin
inggg X
Jan [[ ]] Feb [ Mar
Jan [X] Feb Mar
Apr
Apr
Ma X Jun X Jul
May Jun Jul AuSepXj
Au
Xj
Se Oct
Oct
Nov
X Nov
Dec
X Dec
VentinVenting Jan [[ ]] Feb X MarEX Apr May Jun Jul Aug Se Oct X Nov Dec
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 _
PM 80 80 78 78 78 78 78 78 78 78 78 78
Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
4/13/2018 9:08 AM EnergyGauge& USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4
FORM R405-2017
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 100
The lower the EnergyPerformance Index, the more efficient the home.
3816 CRAWLEY DOWN LOOP, SANFORD, FL, 32773
1. New construction or existing New (From Plans) 9. Wall Types Insulation Area
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior R=11,0 1264.00 ft2
b. Concrete Block - Int Insul, Exterior R=4.1 1073.30 ft2
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=1 1.0 289.33 ft2
4. Number of Bedrooms 4 cl. N/A R= ft2
5. Is this a worst case? No 10. Ceiling Types Insulation Area
a. Under Attic (Vented) R=38.0 1386.00 ft2
6. Conditioned floor area (ft2) 2476 b. N/A R= ft2
Windows- Description Area
c. N/A R= ft2
a. U-Factor: Dbl, U=0.35 23031 ft2 11,
Ducts a.
Sup: Attic, Ret: Attic, AH: Main R
ft2 6
605.25 SHGC:
SHGC=0.29 b.
U-Factor: Dbl, U=0.62 48.00 ft2 SHGC:
SHGC=0.29 12. Cooling systems kBtu/hr Efficiency c.
U-Factor: Dbl, U=0.34 5.33 ft2 a. Central Unit 38.5 SEER:15.00 SHGC:
SHGC=0.31 d.
U-Factor: N/A ft2 13.
Heating systems kBtu/hr Efficiency SHGC: a.
Electric Heat Pump 38,0 HSPF:8.50 Area
Weighted Average Overhang Depth: 1.000 ft. Area
Weighted Average SHGC: 0,290 Floor
Types Insulation Area 14. Hot water systems a.
Slab -On -Grade Edge Insulation R=0.0 1090,00 ft2 a. Electric Cap: 50 gallons b.
Floor over Garage R=1 1,0 291.00 ft2 EF:
0.95 c.
N/A R= ft2 b.
Conservation features None
15.
Credits Pstat I
certify that this home has complied with the Florida Energy Efficiency Code for Building Construction
through the above energy saving features which will be installed (or exceeded) in
this home before final inspection. Otberwise, a new EPL Display Card will be completed based
on installed Code cornTpIriaf t es. Builder
Signature: Date: 4/13/2018 Address
of New Home: 381 Craw y own Loop City/FL Zip: 32773 WE
Note:
This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (
EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at tech
support@ene rgygauge. 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. 4/
13/2018 9:08 AM EnergyGaugeO 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
3816 CRAWLEY DOWN LOOP Permit Number:
SANFORD, FL, 32773
MANDATORY REQUIREMENTS See individual code sections for full details.
SECTION R401 GENERAL
R401.3 Energy Performance Level (EPL) display card (Mandatory)The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD,
R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.4.1 through R402.4,5.
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402,5.
R402.4,1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1 .1 and R402,4.1.2. The sealing
methods between dissimilar materials shall allow for differential expansion and contraction,
R402.4.1,1 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance
with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required
by the code official, an approved third party shall inspect all components and verify compliance,
R402.4.1 .2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Zones I and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals), Testing shall be conducted by either
individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489,105(3)(f), (g) or (i) or
an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended
weatherstripping or other infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond
intended infiltration control measures.
3. Interior doors, if installed at the time of the test, shall be open,
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where
using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the
fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
R402.4.3 Fenestration air leakageVVindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per
square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or
AAMA/ WDMA/CSA 101/l.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer,
Exception: Site -built windows, skylights and doors.
4/13/2018 9:08 AM 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 R4024.2 and Section R1006 of the Florida Building Code, Residential,
R402A.5 Recessed lighting, Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
R403.1 Controls.
SECTION R403 SYSTEMS
R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section
C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) 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 handier. 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 handier 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.
4/13/2018 9:08 AM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5
MANDATORY REQUIREMENTS - (Continued)
R403,5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 % 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 1 00'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 a tilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating.
R403,6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
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.
I 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-1 1 and the ceiling shall be insulated to a minimum of R-1 9, space permitting, or R-1 0
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 aAIRFLOW
CFM/WATT)
RATE MAXIMUIV
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 L/min. a, When tested in accordance with HVI Standard 916
4/13/2018 9:08 AM EnerqyGaugeD 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
R403.7,11, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if
the design heating load is 1.15 times greater than the design cooling load.
R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.7,1.
R403,7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.7.1.
R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
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 507 (10'C), and no
precipitation is failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8*C).
R403.1 0 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,
4/13/2018 9:08 AM 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 (Mandator%e 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,
R404,11.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights,
4/13/2018 9:08 AM Ener RgyGauge0 USA - FlaRes201 7 - FBC 6th Edition (2017) Complia Page 5 of 5
I FORM R405-2017
RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST
Florida Department of Business and Professional Regulation
Simulated Performance Alternative (Performance) Method
Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the
residential Simulated Performance Method shall include:
0 This checklist
0 A Form R405 report that documents that the Proposed Design complies with Section
R4053 of the Florida Energy Code. This form shall include a summary page
indicating home address, e-ratio and the pass or fail status along with summary
areas and types of components, whether the home was simulated as a worst -case
orientation, name and version of the compliance software tool, name of individual
completing the compliance report (one page) and an input summary checklist that can
be used for field verification (usually four pages/may be greater).
0 Energy Performance Level (EPL) Display Card (one page)
0 HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7
0 Mandatory Requirements (five pages)
Required prior to CO for the Performance Method:
0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4, 1. 1 -
one page)
0 A completed Envelope Leakage Test Report (usually one page)
El If Form R405 duct leakage type indicates anything other than "default leakage", then a completed
Form R405 Duct Leakage Test Report (usually one page)
4/13/2018 9:07:43 AM
EnergyGaugeO - USRCSB v6.0
Page 1 of 1
Manual S Compliance Report Job: Lot96Kensin g ton Resery
wrightsoW Date: 06.03.15
Entire House By: BENTLEY
DEL AIR HEATING & AIR CONDITIONING
531 COD ISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
Project Information
For: RYAN HOMES
3816 CRAWLEY DOWN LOOP, SANFORD, FL 32773
Cooling Equipment
Design Conditions
Outdoor design DB: 92.5°F Sensible gain: 30951 Btuh Entering coil DB: 78.3°F
Outdoor design WB: 76.2°F Latent gain: 5346 Btuh Entering coil WB: 64.1°F
Indoor design DB: 75.0°F Total gain: 36297 Btuh
Indoor RH: 50% Estimated airflow: 1283 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman Mfg.
Actual airflow: 1283 cfm
Sensible capacity: 32374 Btuh
Latent capacity: 6085 Btuh
Total capacity: 38459 Btuh
Model: GSZ140421K+ASPT47D14A
105% of load
1140% of load
106% of load SHR: 84%
I Heating Equipment
Design Conditions
Outdoor design DB: 42.3°F Heat loss: 26790 Btuh
Indoor design DB: 70. O'F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASH P
Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A
Actual airflow: 1283 cfm
Output capacity: 38000 Btuh 142% of load
Supplemental heat required: 0 Btuh
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 1283 cfm
Output capacity: 7.2 kW 92% of load Temp. rise: 70 OF
Meets all requirements of ACCA Manual S.
Entering coil DB: 69.0°F
Capacity balance: 34 IF
Economic balance: -99 IF
A Ad- wrightsoft* 2018-Apr-13 08:56:43
Right-SuiteO Universal 2018 18.0,11 RSU23828
Page I
ndAGRW\Lot96KetisingtonReserveSuinmeriandAGRW,rup Calc = MJ8 House faces: W
wrightsoft- Component Constructions Job: Lot96KensingtonResery
Date: 06.03.15
Entire House By: BENTLEY
DEL AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
For: RYAN HOMES
3816 CRAWLEY DOWN LOOP, SANFORD, FL32773
Design Conditions
Location: Indoor: Heating Cooling
Orlando/Jetport, FL, US Indoor temperature (OF) 70 75
Elevation: 105 ft Design TD (OF) 28 18
Latitude: 28ON Relative humidity 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8
Dry bulb (OF) 42 93 Infiltration:
Daily range (OF) - 16 ( 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 Htg HTM Loss Cig HTM Gain
ft, @tuhV-'F fF-'FtBtuh BtuhM Btu h BtuhM2 Btu 11
Walls
12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int
fnsh, 2"x4" wood frm, 16" o.c. stud
Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh:
Partitions
1213-0sw: Frm wall, r-11 cav ins, 1/2" gypsum board int fnsh, 2"x4"
wood frm, 16" o.c. stud
Windows
2A-2om: 2 glazing, cir outr, air gas, mtl no brk frm mat, clr low-e innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); I ft overhang (5 it
window ht, 1,17 ft sep.); 6.67 it head ht
2A-2om: 2 glazing, cir outr, air gas, mtl no brk frm mat, cir low-e innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1
ft overhang (5,3 ft window ht, 11.5 ft sep.); 6.67 it head ht
2A-2om: 2 glazing, cir outr, air gas, mtl no brk frm mat, clr low-e innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); I ft overhang (1.3 ft
window ht, 1 A 7 it sep.); 6.67 ft head ht
2A-2omd: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0,29); I ft overhang (8 it
window ht, 11.5 it sep); 6.67 ft head ht
n 381 0.091 13.0 2.52 960 2.35 896
e 216 0.091 13,0 2.52 544 2.35 508
s 351 0.091 13.0 2.52 885 2.35 826
W 194 0.091 13.0 2.52 489 2.35 456
all 1142 0.091 13.0 2.52 2878 2.35 2686
n 344 0.201 4.1 5.57 1918 4,37 1506
e 195 0.201 4.1 5.57 1084 4.37 851
S 291 0.201 4.1 5.57 1619 4.37 1271
w 59 0.201 4.1 5.57 330 4.37 259
all 889 0,201 4.1 5.57 4950 4.37 3887
271 0.097 11.0 2.69 729 1.75 475
n 15 0.350 0 9.69 145 12.2 183
e 15 0.350 0 9.69 145 34.0 510
s 45 0.350 0 9.69 436 12A 558
W 30 0.350 0 9.69 291 34.0 1019
all 105 0.350 0 9,69 1018 21.6 2270
n 34 0.350 0 9.70 325 10.5 351
a 33 0.350 0 9.69 317 29.0 947
s 16 0.350 0 9.69 158 11,9 195
s 34 0.350 0 9.70 325 11.9 400
all 116 0,350 0 9.69 1126 16.3 1893
e 5 0.340 0 9.42 49 35.7 186
a 48 0.620 0 17.2 824 38.7 1858
Ad- wrilghtsaft, 2018-Apr- 13 08:56:43
Right -Suite@ Universal 2018 18.0.11 RSU23828
Page I
ndAGRW\I-ot96KensingtonReserveSumaieriandAGRW.rijp Calc = MJ8 House faces: W
2A-2om: 2 glazing, clr outr, air gas, mtI no brk frm mat, cir low-e innr, w
1/4" gap, 1/8" ink; NFRC rated (SHGC=0.29); I ft overhang (4 ft
window ht, 1.17 ft sep.); 6.67 ft head ht
Doors
11JO: Door, mtl fbrgI type w
11 DO: Door, wd se type n
Ceilings
16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 veil ins, 1/2"
gypsum board int fnsh
Floors
19C-19cscp: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-2 ext ins, r-19
cav ins, tight crwl ovr, r-1 1 wall insul
20P-13c: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-13 cav ins, gar ovr
22A-cpl: Bg floor, light dry soil, on grade depth, carpet fir fnsh
12 0.350 0 9.69 116 34.0 408
20 0.600 6.3 16.6 334 18.5 372
18 0.390 0 10.8 193 12.0 215
1384 0.026 38.0 0.72 997 1.41 1955
53 0.049 30.0 0.47 25 0.30 16
239 0,068 13,0 1.88 449 0.98 233
115 0M9 0 27.4 3150 0 0
wrilghtsoft. 2018-Apr-13 08:56:43
Right-SuiteS Universal 2018 18,0.11 RSU23628 Page 2IdAZ'\I'et9 nsingtonReserveSumineriandAGRW.rup Calc = MJ8 House faces! W
Job: Lvmsnen nuton n,avn.. ProjectSummaryo*: us u/o Entire
House By, aeNTLEY DEL
AIR HEATING &4dR CONDITIONING Proiect
Information For:
RYAN HOMES 3818CRAWLEYDOWN
LOOP, SANFORD.FL32773 Notes: OPTION
BATH 2@BED4 RVSD 3-
20'2017NMB LS.0413-
18SRP Weather: Orlando/
Jetport, FL, US Winter Design
Conditions Summer Design Conditions Outside db
42 OF Outside db 83 OF nukdedb 70
OF Inside db 75 OF DaakgnTD 28
OF Design TD 18 OF Daily range
K8 Relative humidity
50 % Moisture difference
46 gr/lb Heating Summary
Structure 21232
Btuh Ducts 5558
Btuh Central vent (
Oofm) O Btuh none) Humidification
0
Btuh PIP1,99
0 Btuh Equipment load
26790 Btuh Infiltration Method
Fireplaces
Construction
quality
Air hanges/
hour Simplified Average
21176
21178
0.41
0.21 Sensible Cooling
Equipment Load Sizing Structure 21425
Btuh Ducts 9527
Btuh Central vent (
Oofm) 0 Btuh none) O|
mwor
O Btuh Use manufacturer'
s data y Rate/swing
multi lier 1.00 Equipment sensibe
load 30951 Btuh Latent Cooling
Equipment Load Sizing Structure 3298
Btuh Ducts 2047
Btuh Central vent (
Uofm) O Btuh none) Equipment
latent
load 5346 Btuh Equipment Total
Load(Sen*Lot) 36297 Btuh Req. total
capacity at 0.81 SHR 3.2 ton Heating Equipment
Summary Cooling Equipment Summary Make Goodman
Mfg. Make Goodman Mfg. Trade GOODMAN;
A\N|TROL;AMANAD|STL. Trade GOOOMAN;]AN{TRDLAMANA0STL. Model GSZ140421K
C AHR|nef
8242633 Coil A8PT47D14A AHR|nef
8242833 Efficiency Heating
input
Heating output
Temperature rise
Actual air
flow Air flow
factor Static pressure
Space thermostat
Capacity balance
point =34"F 8L5HSPF 38000
Btuh
@ 470F 27 OF
1283 ohn
0.048
o1m/Utuh 0.40
in H2O Efficiency Sensible
cooling
Latent cooling
Total cooling
Actual air
flow Air flow
factor Static pressure
Load sensible
heat ratio 1Z5EER,15SEER
31185 Btuh
7315 Btuh
38500 Btuh
1283 ofm
0,041
cfm/8tuh 0.40
nH2O 0.85
Calculations approved
by ACCA to meet all requirements of Manual J 8th Ed. nwv"m
oo em:mmmonnnue u u`o*
v mon:.m ~~ Page dAGnw\
L"
mommoaom"pese°oawmmw"dAwnvxmv culc~mm House faces: w
AL-
9- wrightsoft, Right-M Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 GOD I SCO WAY, SAN FOR D, FL 32771 Phone: 407-831-2665
Job: Lo t96Ken sing ton ReserveSu
Date: 06.03.15
By: BENTLEY
I Room name Entire House GREAT HIM
2 Exposed wall 273,0 ft 53.0 It
3 Room height 8.6 It 9.3 It heal/cool
4
5
Room dimensions
Room area 2464.8 ft2
1.0 x 576.8 It
576.8 1`12
Ty Construction U-value Or FITIVI Area (w) Load Area (ftj Load
number BtulVftl-'F) Btuwft') or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S HeatI
6 VL12C-Osw 0.091 n 2.52 2.35 396 381 960 896 0 0 0
Cool
0
G 2A-2om 0,350 n 9.69 12.19 15 0 145 183 0 0 0 0
Blk wall, stucco ext 0.201 n 5.57 4,37 378 344 1918 1506 303 270 1502 1179
2A-2om 0.350 n 9.69 10.46 34 0 325 351 34 0 325 351
11 12C-Osw 0.091 e 2.52 2-35 236 216 544 508 0 0 0 0
2A-2om 0.340 e 9.42 35.73 5 0 49 186 0 0 0 0
2A-2om 0.350 e 9.69 33.98 15 0 145 510 0 0 0 0
L2
131k wall, stucco ext 0.201 e 5.57 4,37 275 195 1084 851 154 121 675 530
2A-2om 0.350 o 9.69 28.96 33 0 317 947 33 0 317 947
2A-2omd 0.620 e 17.17 38.71 48 0 824 1858 0 0 0 0
t---G
12C-Osw 0.091 s 2,52 2.35 396 351 885 826 0 0 0 0
2A-2orn 0,350 s 9.69 12.41 45 38 436 558 0 0 0 0
Elk wall, stucco ext 0,201 s 5,57 4.37 341 291 1619 1271 0 0 0 0
2A-2om 0,350 s 9.69 11.93 16 0 158 195 0 0 0 0
2A-2om 0,350 s 9.69 11.93 34 0 325 400 0 0 0 0
12C-Osw 0,091 w 2.52 2.35 236 194 489 456 0 0 0 0t:2 2A-2om 0.350 w 9,69 33.98 12 0 116 408 0 0 0 0
2A-2om 0.350 w 9.69 33.98 30 0 291 1019 0 0 0 0
t--D
Blk wall, stucco ext 0.201 w 5.57 4.37 79 59 330 259 37 17 96 75
11j0 0.600 w 16,62 18,51 20 20 334 372 20 20 334 372
Q
L-D
1213-0sw 0,097 2.69 1.75 289 271 729 475 121 103 278 181
11D0 0.390 n 10.80 12.03 18 18 193 215 18 18 193 215
C 1613-38ad 0,026 0.72 1,41 1384 1384 997 1955 6 6 4 8
F 19C-19cscp 0.049 0,47 0.30 53 53 25 16 0 0 0 0
F 20P-13c 0.068 1.88 0.98 239 239 449 233 0 0 0 0
F 22A-cpI 0.989 27.40 0.00 1093 115 3150 0 577 53 1452 0
6 c) AED excursion 0 85
Envelope loss/gain 16839 16454 5177 3774
12 a) Infiltration 4392 1421 930 301
b) Room ventilation 0- 0 0 0
13 Internal gains: Occupants @ 230 4
9201 3 690
Appliances/other 2630 230
Subtotal (lines 6 to 13) 1 21232 21425 6107 1 4995
Less extemall load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 21232 21425 6107 4995
15 Duct loads 261% 44% 5558 9527 261/6 44% 15911 22211
Total room load 267901 30951 7 105 7215
Air required (cfm) 1 1
1283 12831 369, 299
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
11 #-wriglhtsorit^ 2018-Apr-13 08:56:43
Right-SuiteO Universal 2018 18,0,11 RSU23828 Page I
ndAGRW\Lo[96KensingtonReserveSummerlandAGRW.rup Calc = MJ8 House faces: W
L.11 .
9w wrightsoft, Right -JCS Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, Ft- 32771 Phone: 407-831-2665
Job: Lot%Kensington ReserveSu
Date: 06.03,15
By: BENTLEY
1 Room name NOOK/KITCHEN STUDY
2 Exposed wall 38.0 It 11.5 It
3 Room height 93 If heat/cool 9,3 If heat/cool
4
5
Room dimensions
Room area
13.0 x 25.0 ft
325.0 ft'
1.0 x 155.0 If
155,0 1?
Ty Construction U-value Or HTM Area (112) Load Area (w) Load
number BtuWftl-'F) Bt f12) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Grass N/P/S Heat Cod
6 VLG12C-0sw 0.091 n 2,52 2.35 0 0 0 0 0 0 0 0
T--G
2A-2om
Blk wall, stucco ext
0,350
0,201
n
n
9.69
5,57
12.19
4.37
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0
11 12C-0sw 0.091 a 2.52 2.35 0 0 0 0 0 0 0 0
2A-2om 0.340 a 9.42 35.73 0 0 0 0 0 0 0 0
2A-2om
Blk wail, stucco ext
0.350
0.201
e
a
9.69
5.57
33.98
4,37
0
121
0
73
0
408
0
321
0
0
0
0
0
0
0
0
2A-2om 0.350 e 9.69 28.96 0 0 0 0 0 0 0 0
2A-2omd OVO e 17.17 38.71 48 0 824 1858 0 0 0 0
t---
G
12C-0sw 0.091 s 2.52 2,35 0 0 0 0 0 0 0 0
2A-2om 0.350 s 9.69 12.41 0 0 0 0 0 0 0 0
V6Blk wall, stucco ext 0,201 s 5,57 4.37 233 200 1112 873 107 91 507 398
2A-2om 0.350 s 9.69 11.93 0 0 0 0 16 0 158 195
2A-2om 0,350 s 9.69 11.93 34 0 325 400 0 0 0 0
IL212C-0sw
2A-2om
0.091
0.350
w
w
2.52
9.69
2.35
33,98
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2om 0.350 w 9.69 33.98 0 0 0 0 0 0 0 0
t-D
Blk wall, stucco ext 0201 w 5.57 4.37 0 0 0 0 0 0 0 0
11j0
12B-Osw
0,600
0,097
w 16.62
2.69
18.51
1,75
0
0
0
0
0
0
0
0
0
168
0
168
0
451
0
294P
L-D 11DO
16B-38ad
0.390
0.026
n 10.80
0.72
12.03
1.41
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0C
F
F
F
19C-19cscP
2OP-13c
22A-cpI
0.049
0,068
0.989
0.47
1.88
27.40
0.30
OM
0,00
0
0
325
0
0
38
0
0
1041
0
0
0
0
0
155
0
0
12
0
0
315
0
0
0
6 c) AED excursion 199 7
Envelope loss/gain 3711 3253 1431 894
12 a) Infiltration 666 216 202 65
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 01 0
Appliances/other 1200 0
Subtotal (lines 6 to 13) 4378 4669 1633 959
Less external load 0 0 0 0
14
Less transfer
Redistribution
Subtotal
0
0
4378
0
0
46691
0
0
1633
0
0
959
15, Duct loads 1 26%1 44% 1 1146 2076 441/6 428 427
Total room load
Air required (cfm) I 1 1 5524
265
6744
280
26%
199
2061 1 186
17]
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
H- 2018-Apr-13 08:56:43
I&k
Right-SuiteS Universal 2018 18.0,11 RSU23828 Page 2
tidAGRW\Lot96KensingtonReserveSummedandAGRW.rup Calc -- MJ8 House faces: W
A 1.
9w wrightsoft, Right-M Worksheet
Entire House
DEL AIR HEATING & AIR
CPNDITIONING
531 CODISCO WAY, SANFORD, FL 32771 hone: 407-831-2665
Job: Lo t96Kens! n g ton ReserveSu
Date: 06.03.15
By: BENTLEY
1 Room name POWDER MASTER SUITE
2 Exposed wall 12.5 It 30,0 If
3 Room height 9.3 It heat/cool 8.0 It heat/cool
4 Room dimensions
Room area
4,5 x 8.0 It
36.0 It'
16.5 x 13,5 If
222.8 It'
Ty Construction U-value Or HTM Area (W) Load Area If t2) Load
number Btuh/ft2°F) Bt f12) or perimeter (ft) 13tuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6
t--G
12C-0sw
2A-2om
Elk wall, stucco ext
0.091
0.350
0.201
n
n
n
2.52
9,69
5.57
2.35
12.19
4.37
0
0
75
0
0
75
0
0
416
0
0
326
108
15
0
93
0
0
234
145
0
219
183
0
11
2A-2orn
12C-0sw
0.350
0.091
n
a
9.69
2.52
10.46
2,35
0
0
0
0
0
0
0
0
0
132
0
117
0
295
0
275
2A-2om 0.340 e 9.42 35.73 0 0 0 0 0 0 0 0
2.A-2om
wall, stucco ext
0.350
0,201
e
e
9.69
5,57
33.98
4.37
0
0
0
0
0
0
0
0
15
0
0
0
145
0
510
0liGBlk
G
2A-2orn
2A-2omd
0.350
0,620
e
e
9.69
17.17
28.96
38.71
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12C-Osw 0.091 s 2.52 2.35 0 0 0 0 0 0 0 0
G 2A-2om 0.350 s 9.69 12.41 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0T= 2A-2om
2A-2om
0.350
0.350
s
s
9.69
9.69
11,93
11.93
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12C-Osw 0.091 w 2.52 2.35 0 0 0 0 0 0 0 0
2A-2om 0,350 W 9.69 33.98 0 0 0 0 0 0 0 0
2A-2om 0.350 w 9,69 33.98 0 0 0 0 0 0 0 0
t-D
Blk wall, stucco ext 0.201 w 5.57 4,37 42 42 234 184 0 0 0 0
11j0
12B-Osw
0.600
0.097
w 16.62
2.69
18.51
1.75
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0P
L--D 11DO
1613-38ad
0.390
0,026
n 10.80
0.72
12.03
1.41
0
7
0
7
0
5
0
10
0
223
0
223
0
160
0
315C
F
F
F
19C-19cscp
20P-13c
22A-cpl
0.049
0.068
0.989
0.47
1.88
27,40
0.30
0.98
0.00
0
0
36
0
0
13
0
0
342
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6 c) AED excursion 24 101
Envelope loss/gain 997 495 981 1400
12 a) Infiltration 219 711 451 1446
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 1 230
Applianceslother 0 600
Subtotal (lines 6 to 13)
1 1216 566 1 1432 2376
Less external load 0 0 0 0
14
Less transfer
Redistribution
Subtotal
0
0
1216
0
0
5 6
0
0
1432
0
0
2376
15 Duct loads 26% 44% 1318 252 1 26% 44-1. 375 1056
Total room load
Air required (cfm)
1534
731 818 34
1 1 1806 87
3432
142
Calculations
approved by ACCA to meet all reauirements of Manual J 8th Ed. 2018-
Apr-13 08:56:43 A
K Right-SuiteO Universal 2018 18.0, 11 RSU23828 Page 3 ndAGRW\
Lo(96KensingtonReserveSumfneriandAGRW.rup Calc - MJ8 House faces: W
AL
9- wrightsoW Right-JO Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
Job: Lot96Ken sington ReserveSu...
Date: 06.03.15
By: BENTLEY
1 Room name MASTER WIC MASTER BATH
2 Exposed wall 5.0 If 10.5 It
3 Room height 8.0 If heat/cool 8.0 If heat/cool
4
5
Room dimensions
Room area
5.0 x 5,5 ft
2T5 ft'
1.0 x 102,8 it
102.8 It'
Ty Construction U-value Or HTM Area (ft2) Load Area (ft) Load
number Btu[Vft2--F) Bt ft2) or perimeter (ft) Bt h) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 120-0sw 0.091 n 2.52 2,35 0 0 0 0 0 0 0 0
2A-2om 0.350 n 9.69 12,19 0 0 0 0 0 0 0 0
t-" Blk wall, stucco ext 0.201 n 5.57 4,37 0 0 0 0 0 0 0 0
2A-2om 0.350 n 9.69 10,46 0 0 0 0 0 0 0 0
11 0.091 e 2.52 2.35 40 40 101 94 36 31 78 72T12C-Osw
2A-2om 0340 a 9,42 35.73 0 0 0 0 5 0 49 186
2A-2om 0.350 e 9.69 33.98 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0.201 e 5.57 4.37 0 0 0 0 0 0 0 0
2A-2om 0.350 e 9.69 28.96 0 0 0 0 0 0 0 0
2A-2omd 0.620 e 17.17 38,71 0 0 0 0 0 0 0 0
t-0
12C-0sw 0,091 s 2,52 2.35 0 0 0 0 48 48 121 113
2A-2orn 0.350 s 9.69 12.41 0 0 0 0 0 0 0 0
L2 Blk wall, stucco ext 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0
2A-2om 0.350 s 9.69 11.93 0 0 0 0 0 0 0 0
2A-2om 0.350 s 9.69 11.93 0 0 0 0 0 0 0 0
IL212C-Osw 0.091 w 2.52 2.35 0 0 0 0 0 0 0 0
2A-2om 0.350 w 9,69 33.98 0 0 0 0 0 0 0 0
2A-2om 0.350 w 9.69 3198 0 0 0 0 0 0 0 0
t--
D
Blk wall, stucco ext 0,201 w 5.57 4,37 0 0 0 0 0 0 0 0
I'lio
12B-Osw
0,600
0.097
w 16.62
2.69
18.51
1.75
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0P
L--D 11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
C 16B-38ad 0.026 0.72 1.41 28 28 20 39 103 103 74 145
F 19C-19cscp 0.049 0-47 0.30 0 0 0 0 0 0 0 0
F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0
F
1
22A-cpl
1
0.989 2T40 0.00 0 0 0 0
1
0 0 0 0
6 c) AED excursion 6 3
Envelope loss/gain 121 127 322 520
12 a) Infiltration 75 24 158 51
b) Room ventilation- 0 0 0 0
13, Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 01 0
Subtotal (lines 6 to 13) 196 1511 479 571
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 196 151 479 571
15 Duct loads 26% 44% 51 67 26-X. 441/. 1261 2541
Total room load M7 218 605
Air required (cfm) 121 91 29 34]
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
Iw- 2018-Apr-13 08:56:43
A- '- -- Right-SuiteO Universal 2018 18,0.11 RSU23828 Page 4
dAGRW\Lot96KensingtonReserveSumcnerlandAGRW.rup Calc - MJ8 House faces: W
1.1 1
9w wrightsoft, Right-JO Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
Job: Lo t96Ken sing ton ReserveSu
Date: 06.03.15
By: BENTLEY
1 Room name MASTER W.C. BED 2
2 Exposed wall 9.0 If 10,5 it
3 Room height 8,0 ft heat/cool 8.0 It heat/cool
4
5
Room dimensions
Room area
3.5 x 5.5 it
19.3 ft2
13.0 x 10.5 It
136.5 112
Ty Construction U-value Or HTM Area (ftq Load Area (ft Load
number BtutVftl-,F) BlutVft') or perimeter (ft) Btuh) or perimeter (ft) Bluh)
Heat Cool Gross N/P/S Heat Cool Cross N/P/S Heat Cool
6 T 12C-Osw 0.091 n 2.52 2 35 0 0 0 0 0 0 0 0
G 2A-2om 0.350 n 9.69 12.19 0 0 0 0 0 0 0 0
Vff Blk wall, Stucco ext 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0
2A-2om 0.350 n 9,69 10,46 0 0 0 0 0 0 0 0
11 12C-0sw 0.091 e 2.52 2.35 28 28 71 66 0 0 0 0
2A-2orn 0.340 e 9.42 35.73 0 0 0 0 0 0 0 0
2A-2om 0.350 e 9.69 33.98 0 0 0 0 0 0 0 0
Rik wall, stucco ext 0.201 e 5.57 4.37 0 0 0 0 0 0 0 0
2A-2om 0.350 e 9.69 28.96 0 0 0 0 0 0 0 0
2A-2omd 0.620 o 1717 38.71 0 0 0 0 0 0 0 0
12C-0sw 0.091 s 2.52 2.35 44 44 ill 104 84 69 174 162
2A-2orn 0.350 s 9,69 12.41 0 0 0 0 15 13 145 186
Blk wall, stucco ext 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0
2A-2om 0.350 s 9.69 11.93 0 0 0 0 0 0 0 0
2A-2om 0.350 s 9.69 11.93 0 0 0 0 0 0 0 0
12C-0sw O.091 w 2.52 2,35 0 0 0 0 0 0 0 0
2A-2om 0,350 w 9.69 33.98 0 0 0 0 0 0 0 0
2A-2om 0,350 w 9.69, 3198 0 0 0 0 0 0 0 0
t-D
Blk wall, stucco ext 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0
lijo 0.600 w 16.62 18.51 0 0 0 0 0 0 0 0
R
L--D
126-Osw 0.097 2.69 1.75 0 0 0 0 0 0 0 0
11DO 0.390 n 10.80 12,03 0 0 0 0 0 0 0 0
C 16B-38ad 0.026 0,72 1.41 19 19 14 27 137 137 98 193
F 19C-19cscp 0.049 0.47 0.30 0 0 0 0 0 0 0 0
F 2OP-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0
F 22A-cpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 101 1 14
Envelope loss/gain 195 1871 418 528
12 a) Infiltration 135 441 158 51
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) 1 331 231 1 5761 579
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 331 231 576 579
15 Duct loads 26% 441/. 87 102 26% 441% 151 257
Total room load 417 3331 726 836
Air required (cfrn) I 1 1 20 1 14 35 35
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
1t!WC3o1rt- 2018-Apr-13 08:56:43
Right-SuiteO Universal 2018 18.0. 11 RSU23828 Page 5
dAGRW\Lot96KensingtonReserveSummeriandAGRW,rup Cale = MJ8 House faces: W
dj.
9- wrightsoft, Right-J@ Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, Fl, 32771 Phone: 407-831-2665
Job: Lot96Ken sington ReserveSul
Date: 06.03.15
By: BENTLEY
1 Room name BED 3 BED 4
2 Exposed wall 10.5 it 12.0 it
3 Room height 0 ft heat/coot 8.0 It heat/cool
4 Room dimensions 13.0 x 10.6 It 10.5 x 12.0 It
5 Room area 137,6 ft' 126.0 ft'
Ty Construction U-value Or HTM Area (w) Load Area (ft9 Load
number BtuWftl-'F) or perimeter (ft) Btuh) or perimeter (it) Btuh)
CoolI Gross N(P/S Heat Cool Gross N/P/S Heat CoolIHeat
6 12C-Osw 0.091 n 2.52 2.35 0 0 0 0 0 0 0 0
2A-tom 0.350 n 9.69 12.19 0 0 0 0 0 0 0 0
t--G
Elk wall, stucco ext 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0
2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0
11 12C-Osw 0,091 e 2.52 2.35 0 0 0 0 0 0 0 0
2A-2orn 0.340 e 9.42 35.73 0 0 0 0 0 0 0 0
2A-2om 0.350 e 9.69 33.98 0 0 0 0 0 0 0 0
Elk wall, stucco ext 0.201 e 5.57 4,37 0 0 0 0 0 0 0 0
2A-2orn 0.350 e 9.69 28.96 0 0 0 0 0 0 0 0
2A-2omd 0,620 e 17.17 38.71 0 0 0 0 0 0 0 0
12C-0sw 0.091 s 2,52 2.35 84 69 174 162 96 81 204 191
2A-2om 0.350 s 9.69 12.41 15 13 145 186 15 13 145 186
Elk wall, stucco ext 0,201 s 5.57 4,37 0 0 0 0 0 0 0 0T::GG 2A-2om 0,350 s 9.69 11.93 0 0 0 0 0 0 0 0
2A-2om 0.350 s 9.69 11.93 0 0 0 0 0 0 0 0
12C-Osw 0.091 w 2.52 2,35 0 0 0 0 0 0 0 0T= 2A-2om 0,350 W 9.69 33.98 0 0 0 0 0 0 0 0
A-2,,1 0.350 w 9.69 33.98 0 0 0 0 0 0 0 0
t-D
Elk wall, stucco ext 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0
11j0
1213-0sw
0.600
0.097
w 16,62
2.69
18,51
1.75
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0P
L-D 11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
C 16B-38ad 0,026 0.72 1.41 137 137 98 193 126 126 91 178
F 19C-19cscp 0.049 0,47 OM 0 0 0 0 0 0 0 0
F 20P-13c 0.068 1.88 0.98 0 0 0 0 84 84 158 82
F 22A-cpl 0.989 27.40 OM 0 0 0 0 0 0 0 0
6 c) AED excursion 14 18
Envelope loss/gain 418 528 599 619
12 a) Infiltration 158 51 180 58
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 01 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 1 576 5791 779 677
Less externalload 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 576 579 779 677
15 Duct loads 26% 441% 151 257 26%1 449/61 204 3011
Total room load 726 836 1 1 983 978
Air required (cfm) 1 351 35, 47 411
Calculations approved bX ACCA to meet all requirements of Manual J 8th Ed,
2018-Apr-13 08:56:43
Right-SuiteO Universal 2018 18,0.11 RSU23828 Page 6
dAGRW\Lot96KensingtonReserveSummeriandAGRW.rup Calc = MJ8 House faces: W
J111L
qw wrightsoft, Right-JO Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
Job: Lot96Kensing ton ReserveSu
Date: 06.03,15
By: BENTLEY
1 Room name MASTER WIG 2 BATH
2 Exposed wall 7.0 ft 0 It
3 Room height 8.0 ft heat/cool 8,0 It heat/cod
4 Room dimensions 5.5 x 7.0 ft 5.5 x 10.5 ft
5 Room area 38.5 ft2 57.8 ft2
Ty Construction LI-value Or HTM Area (ftq Load Area (w) Load
number B tU[Vft2-'F) Btuwft') or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P(S Heat CoolI
6 VL-G
12C-Gsw 0.091 n 2.52 2.35 56 56 141 132 0 0 0 0
2A-2om 0.350 n 9.69 12.19 0 0 0 0 0 0 0 0
t-G
Blk wall, stucco ext 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0
2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0
11 12C-0sw 0.091 e 2.52 2.35 0 0 0 0 0 0 0 0
2A-2om 0.340 e 9,42 35.73 0 0 0 0 0 0 0 0
2A-2om 0,350 e 9.69 33.98 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0.201 e 5.57 4.37 0 0 0 0 0 0 0 0
2A-2om 0.350 e 9.69 28.96 0 0 0 0 0 0 0 0
2A-2omd O.620 e 17.17 38.71 0 0 0 0 0 0 0 0
12C-Osw 0.091 s 2.52 2.35 0 0 0 0 0 0 0 0
2A-tam 0.350 s 9,69 12.41 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0,201 s 5.57 4.37 0 0 0 0 0 0 0 0
2A-2om 0.350 s 9.69 11,93 0 0 0 0 0 0 0 0
2A-2orn 0,350 s 9,69 11.93 0 0 0 0 0 0 0 0
12C-Osw 0.091 w 2.52 2.35 0 0 0 0 0 0 0 0
2A-2om 0.350 w 9.69 33.98 0 0 0 0 0 0 0 0
2A-2om 0.350 w 9.69 33.98 0 0 0 0 0 0 0 0
t--D
Blk wall, stucco ext 0,201 w 5.57 4.37 0 0 0 0 0 0 0 0
11j0 0.600 w 16.62 18.51 0 0 0 0 0 0 0 0
Q
L--D
1213-0sw 0,097 2.69 1.75 0 0 0 0 0 0 0 0
11D0 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
C 1613-38ad 0,026 0.72 1.41 39 39 28 54 58 58 42 82
F 19C-19c'scp 0.049 0.47 0.30 0 0 0 0 0 0 0 0
F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0
F
1
22A-cpl 0,989 27.40 0.00 0 0 0 0
1
0 0 0 0
6 c) AED excursion 9 3
Envelope loss/gain 169 177 42 78
12 a) Infiltration 105 34 0 0
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants C@ 230 0 0 0 0
Appliances/other 1 01 0
Subtotal (lines 6 to 13) 274 211 42 78
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 274 211 42 78
15 Duct loads 1 261 441% 72 94 26% 441% 11 3,
Total room load 1 346 3051 33D
Air required (cfm) 17 13 3 5
Calculations roved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Apr-13 08:56:43
Right-SuiteD Universal 2018 18,0.11 RSU23828 Page 7
ndAGRW\Lot96KonsingtonReserveSuinmerlandAGRW.rup Calc = MJ8 House faces: W
Elf
9w wrightsoft, Right-JO Worksheet
Entire House
DEL AIR HEATING & AIR
CPNDITIONING
531 CODISCO WAY, SANFORD, FL32771 hone: 407-831-2665
Job: Lot96Kensing ton ReserveSu..,
Date: 06.03.15
By: BENTLEY
1 Room name LAUNDRY LOFT
2 Exposed wall 0 ft 48.0 If
3 Room height 8.0 ft heat/cool 8,0 It heat/cool
4 Room dimensions 7.5 x 9,5 If 1.0 x 379.8 It
5 Room area 71.3 ft' 379.8 It'
Ty Construction U-value Or HTM Area (ft2) Load Area (fly Load
number BtutVftl-'F) Stuh/ft') or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P(S Heat Cool Gross N(P/S Heat CoolI
6 vt!12C-Osw 0.091 n 2.52 2.35 0 0 0 0 232 232 585 546
2A_2.n, 0.350 n 9.69 12.19 0 0 0 0 0 0 0 0G
t--.G
Blk wail, stucco ext 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0
2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0
11 12C-0sw 0,091 e 2.52 2.35 0 0 0 0 0 0 0 0
2A-2om 0.340 e 9.42 35.73 0 0 0 0 0 0 0 0
2A-2om 0.350 e 9.69 33,96 0 0 0 0 0 0 0 0
16
Blk wall, stucco ext 0,201 e 5.57 4.37 0 0 0 0 0 0 0 0
2A-2orn 0.350 e 9.69 28.96 0 0 0 0 0 0 0 0
2A-2omd 0.620 a 17A7 38.71 0 0 0 0 0 0 0 0
t--G
12C-0sw 0.091 s 2.52Z35 0 0 0 0 0 0 0 0
2A-2om 0.350 s 9,69 12,41 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0
2A-2om 0.350 s 9.69 11.93 0 0 0 0 0 0 0 0
2A-2om 0.350 s 9.69 11,93 0 0 0 0 0 0 0 0
12C-0sw 0.091 W 2.52 2.35 0 0 0 0 152 125 315 294
2A-2om 0.350 w 9.69 33.98 0 0 0 0 12 0 116 408
2A-2om 0.350 w 9.69 33.98 0 0 0 0 15 0 145 510
t__D
61k wall, stucco ext 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0
flio 0,600 w 16.62 18.51 0 0 0 0 0 0 0 0
P
L--D
12B-Osw 0.097 2.69 1.75 0 0 0 0 0 0 0 0
11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
C 16B-38ad 0.026 0.72 1.41 71 71 51 101 380 380 273 537
F 19C-19cscp 0,049 0.47 0,30 0 0 0 0 0 0 0 0
F 20P-13c 0.068 1,88 0.98 0 0 0 0 155 155 291 151
F 22A-cpl 0.989 27.40 0,00 0 0 0 0 0 0 0 0
6 c) AED excursion 29 308
Envelope loss/gain 51 72 1726 2753
12 a) Infiltration 0 0 722 234
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 6001 0
Subtotal (lines 6 to 13) 51 672 1 2448 2986
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 51 672 2448 2986
15, Duct loads 211 4411, 13 299 261/* 441% 6411 1328
Total room load 65 971 3089 4314
Air required (cfm) 31 40 1431 1791
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed
2018-Apr-13 08:56:43
Right-SuiteS Universal 2018 18.0, 11 RSU23828 Page 8
ndAGRW\Lot96KensingionReserveSummeriandAGRW.rup Calc = MJ8 House faces: W
J..L-
9- wrightsoft* Right-JO Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
Job: Lot96Kensing ton ReserveSu-
Date: 06.03.15
By: BENTLEY
1 Room name B4 BTH
2 Exposed well 15.5 If
3 Room height 8.0 it heat/cool
4
5
Room dimensions
Room area
10.5 x 5.0 It
52.5 ft2
Ty Construction U-value Or HTM Area (fta) Load Area Load
number Btuh/ft2-'F) Et ft2) or perimeter (ft) Bt h) or perimeter
Heat Cool Grass N/P/S Heat Cool Gross N/PIS Heat Cool
6 Vr 12C-0sw 0.091 n 2.52 2.35 0 a 0 0
G 2A-tam 0350 n 9.69 12.19 0 0 0 0
t-G
Blk wall, stucco ext 0.201 n 5.57 4.37 0 0 0 0
2A-tom 0.350 n 9.69 10,46 0 0 0 0
11 O.091 e 2.52 2.35 0 0 0 0T=12C-Osw
2A-2orn 0,340 e 9,42 35.73 0 0 0 0
2A-2om 0.350 e 9,69 33.98 0 0 0 0
Blk wall, stucco ext 0.201 a 5.57 4.37 0 0 0 0
2A-2om 0,350 e 9.69 28.96 0 0 0 0
2A-2omd 0.620 e 17.17 38,71 0 0 0 0
t--G
12C-Osw 0,091 s 2.52 2.35 40 40 101 94
2A-2om 0,350 s 9.69 12.41 0 0 0 0
Blk wall, stucco ext O. 201 s 5.57 437 0 0 0 0
2A-2om 0.350 s 9.69 11.93 0 0 0 0
2A-2om 0,350 s 9.69 11.93 0 0 0 0
IL212C-Osw 0.091 w 2.52 2.35 84 69 174 162
2A-2om 0.350 w 9.69 33.98 0 0 0 0
2A-2om 0,350 w 9.69 33,98 15 0 145 510
t-D
Blk wall, stucco ext 0.201 w 5.57 4.37 0 0 0 0
11j0 0,600 w 16.62 18.51 0 0 0 0
R
L---D
12E-0sw 0.097 2.69 1,75 0 0 0 0
11DO 0.390 n 10,80 12.03 0 0 0 0
C 16B-38ad 0,026 0.72 1.41 53 53 38 74
F 19C-19cscp 0.049 0.47 0.30 53 53 25 16
F 20P-13c 0,068 1.88 0.98 0 0 0 0
F 22A-cpl 0M9 27,40 0,00 0 0 0 0
6 c) AED excursion 1941
Envelope loss/gain 483 10501
12 a) Infiltration 233 75
b) Room ventilation 0 01
13 Internal gains: Occupants Ca) 230 0 01Appliances/other 0
Subtotal (lines 6 to 13) 716 1125
Less external load 0 0
Less transfer 0 0
Redistribution 0 0
14 Subtotal 716 1125
15 Duct loads 26% 44% 187 500
Total room load 9031 1626
Air required (cfm) 43 671
Calculations approved by ACCA to meet all reciuirements of Manual J 8th Ed.
2018-Apr-13 08:56:43
Right-SuiteO Universal 2018 18.0.11 RSU23828
Page 9
ndAGRW\Lot96KensingtonReserveStjinmerlandAGRW.rup Calc 7: MJ8 House faces: W
wrightsofto Duct System Summary Job; LotgWensingtonResery
Date: 06.03.15
Entire House By: BENTLEY
DEL AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
For: RYAN HOMES
3816 C RAWLEY DOWN LOOP, SAN FOR D, FL 32773
External static pressure
Pressurelosses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0,40 in H2O
0.06 in H2O
0.34 in H2O
0.170 / 0.170 in H2O
0.270 in/100ft
1283 cfm
Cooling
0.40 in H2O
0.06 in H2O
0.34 in H2O
0,170 / 0170 in H2O
0.270 in/100ft
1283 cfm
126 ft
Name
Design
Btuh)
Htg
cfm)
Cig
cfm)
Design
FR
Diam
in)
H x W
in)
Duct
Matl
Actual
Ln (ft)
Ftg. Eqv
Ln (ft) Trunk
B4 BTH C 1626 43 67 0.352 5.0 Ox 0 VlFx 26.5 70.0
BATH c 113 3 5 0.461 4.0 Ox 0 VlFx 3.8 70.0
BED 2 h 726 35 35 0.328 6.0 Ox 0 VlFx 18.8 85.0 st2
BED 3 h 726 35 35 0.414 6.0 Ox 0 VlFx 12.1 70.0
BED 4 h 983 47 41 0.374 6.0 Ox 0 VlFx 21.0 70.0
GREAT RM h 3853 185 150 0,280 8.0 Ox 0 VlFx 29.4 92.0 SO
GREAT RM-A h 3853 185 150 0.291 8.0 Ox 0 VlFx 24.7 92.0 SO
LAUNDRY C 971 3 40 0.447 4.0 Ox 0 VlFx 6A 70.0
LOFT c 4314 148 179 0.411 7.0 Ox 0 VlFx 12.8 70.0
MASTER BATH c 825 29 34 0.312 5.0 Ox 0 VlFx 23.9 85.0 st2
MASTER SUITE c 3432 87 142 0.319 8.0 OX0 VlFx 21.6 85.0 st2
MASTER W,C. h 417 20 14 0.296 4,0 Ox 0 VlFx 29.7 85.0 st2
MASTER WIC h 247 12 9 0.309 4.0 Ox 0 VlFx 25.0 85.0 st2
MASTER WIC 2 h 346 17 13 0.306 4.0 Ox 0 VlFx 26,1 85.0 st2
NOOK/KITCHEN C 6744 265 280 0.270 9.0 Ox 0 V1Fx 33.8 92.0 stl
POWDER h 1534 73 34 0.283 5.0 Ox 0 VlFx 28.0 92.0 SO
STUDY h 2061
1
99
1
57
1
0.274
1
6.0 Ox 0 VlFx 32.0 92.0 stl
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type cfm) cfm) FR fpm) in) in) Material Trunk
stl Peak AVF 806 670 0.270 577 16.0 0 x 0 VinIFIx
st2 Peak AVF 199 247 0.296 452 10.0 0 x 0 VinlF1x
wrightsoft, 2018-Apr-13 08:56:44
Right -Suite@) Universal 2018 18.0,11 RSU23828 Page I
ndAGRW\Lot96KensingtonReserveSummerlandAGRW.rup Calc = MJ8 House faces: W
Name
Grille
Size (in)
Htg
cfm)
Cig
cf m)
TEL
ft)
Design
F R
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rbl Ox 0 1283 1283 0 0 0 0 Ox 0 VlFx
wrightsoft 2018-Apr-13 08:56:44
Right-SuileO Universal 2018 18.0. 11 RSU23828 Page 2
ndAGRW\Lot96KensingtonReserveSumnieriandA(3RW.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: Lot96 Ken sing ton ReserveS u m m erlanclAG RW Builder Name: RYAN HOMES
Street: 3816 CRAWLEY DOWN LOOP Permit Office: SANFORD
City, State, Zip: SANFORD, FL, 32773 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 any gaps in the air barrier shall be sealed. shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
Walls The junction of the foundation and sill plate shall be sealed. Cavities within 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 spa c as,
Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed fight 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
Qxtod Liebind 12*oina and y*cing_
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
Latween firp, sp[inkler coygr plates al3d M4alls or ceilings.
a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400,
4/13/2018 9:09 AM EnergyGaugeO USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
16
FORM R405-2017 Duct Leakage Test Report Performance Method
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Form R405 Duct Leakage Test Report
Performance Method
Project Name: Lot96 Kensington ReserveS urn me rlan dAG RW Builder Name: RYAN HOMES
Street: 3816 CRAWLEY DOWN LOOP Permit Office: SANFORD
City, State, Zip: SANFORD, FL, 32773 Permit Number:
Design Location: FL, Orlando Jurisdiction: 691500
Duct Test Time: Post Construction
Required Duct Leakage from (Qn,Out)
FORMR405-2017
Duct Leakage Test Results
CFM25 Duct Leakage Test Values
Line System-------- ----Outside Duct Leakage
1 System 1 CFM25(Out)
2 System 2 CFM25(Out)
3 System 3 CFM25(Out)
4 System 4 CFM25(Out)
5 System 5
Tested Sum lines 1-5
Tota I
Divide by 2476
House Duct
System (
Total Conditioned Floor Area)
Qn,Out)*
Tested Qn (Out) must be less than or equal to the required Qn (Out).
I certify the tested duct leakage to outside, Qn,
is less than or equal to the proposed duct
leakage Qn specified on FORM R405-2017.
SIGNATURE:
PRINTED NAME:
DATE: 4/13/2018
Duct tightness shall be verified by
testing to 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.
BUILDING OFFICIAL:
DATE:
S7,
ox -
T Aa
4/13/2018 9:09 AM EnergyGauge@ USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1
4
FORM R405-2017 Envelope Leakage Test Report Performance
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Envelope Leakage Test Report
Performance Method
Project Name: Lot96Kensington Res erveSummerlandAGRW Builder Name: RYAN HOMES Street:
3816 CRAWLEY DOWN LOOP Permit Office: SANFORD City,
State, Zip: SANFORD , FL, 32773 Permit Number: Design
Location: FL, Orlando Jurisdiction: 691500 Cond.
Floor Area:: 2476 sq.ft. Cond. Volume: 23027 cu ft. Envelope
Leakage Test Results Regression
Data: Leakage
Characteristics C:
n: R: Single
or Multi Point Test Data Required ACH(50) from HOUSE
PRESSURE _ FLOWS FORM R405-2017 : 1
Pa cfm 2 —_ _
Pa cfm Tested ACH(50) " 3
Pa cfm— Tested
leakage must be less than or equal to the 4
Pa cfm required ACH(50) shown on Form R405-2017 for 5
Pa cfm this building, If the tested ACH(50) is less than 3 the
building must have a mechanical ventilation 6
Pa cfm 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. 1 05(3)(f), (g), or (i) or an approved
third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall
be performed at any time after creation of all penetrations of the building thermal envelope. During
testing: 1.
Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration
control measures; 2.
Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control
measures; 3.
Interior doors, if installed at the time of the test, shall be open; 4.
Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.
Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6.
Supply and return registers, if installed at the time of the test, shall be fully open. I
hereby certify that the above envelope leakage performance
results demonstrate compliance with
Florida Energy Code requirements in accordance
with Section R402.4.1.2. 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:
Q
TltB ST,q G
4/
13/2018 9:09 AM EnergyGaugeQ USA - FlaRos2017 - Section R405,4.1 Compliant Software Page 1 of 1
s. }
o
3' bath duct.. Lam.
to roof cap
w/fan
Cz
Nutone 6 6RNB T
17'kitchen ven Sx4 iwcd M
S
O
Ito watt Cap LLC,to
L
4'- c C J
14x8 lwcd
CJ
7V
150
S I OWNIrs Om
IWO 2wcd
280 14x6 lwcd
3 14C8 iwcd
1=
w-v a6
S'
4OR
t
rag
14xS lwcd
I Z
3 4jit
i q+
d ti0
U
14' 1
1 4 iwcd 6'
gpp
ti0 x r
1Ox6 AM
S O 0)
i O i S 4 lwc 10'
Ox6 ran
a O \ :3
Y) 4' 3 Z Ox6 rag C m
b a
z ---- - 6' v 6' O
1 1Oxb5lwcd i8
lOx iwc 9
Ud
U ON
3
i i s Ox6 rag 40 W
0 rl4NOJ
d O cc xIff A ert
Q
L d 0 Ox w d
4-4S r 1 --- ---
Q CD j)
4i 3 Z A/
C iCd
L '
4°
s ' Ij
20x6
rag L0T
6' FA
12x6iwcd 1S0
1t0
c6 lwcd 1
tb S 4-> Z O
3d»ei d 0 3.
5 TON V/SKV H240v 1PH d
3D U (T platform
by btdr
3 ( 5
NO 4-
W 18x13
pien Z p k' O C scaleL
00 24x14
rad 4- -P lOx6
lwcd Y)
I' 3 Z65 W
3400-
0 N'-
0' X T-0' Q16p W
z Q
1:
1 J z
r z to W z
o z D
D LJ W zz
Ratingit;
U) 00 w
z a
z cE w D
1 O ::) Q aY Must
have a Minimum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 insulation value. m IL i {n 0 0
Rq4N hhmes
s L, Oro 177,6 o C-,E-
jl
M
VfA-
Al X)
N
RECORD COPY ,, OIL,
3
z
Plumbing, IM,
d Or-;IrTC)
4
V!, 41ya
311
DESCRIPTION AS FURNISHED: Lot 96, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86
through 92, Public Records of Seminole County, Florida.
PLOT PLAN FOR / CERTIFIED TO: Ryon HomesINVR Inc.
LOT 30
PALM HAMMOCK ALLOTMENT
PLAT BOOK 1, PAGES 104-105)
NOT INCLUDED
RB-)N 00019,09" W
68.59'
37. 43' LOT 96
A\C
13.05'
12.9 1'
32.82'
62,
PATIO 14.02'
z
PROPOSED MODEL
MERLANTI-ASUM HT
6 CAP GAOGE RIG o4
60
LOT
97 M ENTRY
8,
7' 7.
24' 6.
67' 21.
3- 5.36' 38.
1 WAU
DRIVE
Cite'
2Citeto constructsinglefamilyhome25.2 with
setbacks and impervious area — shown
on plan. 315. al. 10' UTIL, ESMT. Gc
P.C. LOT
95 N,_
N
00019,09" W C
4.44' D-
16'59, '17" R=
95.00S' L-
R8, 17' C=
2&06' CB-
N 08*48'47" W CRAX-
LEY -DaIrAl- 10.0-P 50'
PRIVATE RIW) PROPOSED -
FINSHED SPOT GRADE ELEVATIONS PER
DRAINAGE PLANS PROPOSED
DRAINAGE FLOW LOT
GRADING TYPE A L: PROPOSED
FINISH FLOOR PER PLANS JI.7' 0/9261 -.
PLOTPLANONLYNOTASURVEY "ON 2 5 "" ' " PLOT
PLAN AREA CALCULATIONS REAR 20' IMPERVIOUS
COVERAGE - 2,1011 SQUARE FEET OR 35.59 SIDE - 5' FOR 40' LOTS LOT
CONTAINS 5,909;t SQUARE FEET SIDE - 7.5' FOR 60' LOTS INS
1,548± SQUARE FEET SIDE 10' FOR 75' LOTS LIVINGAREACONTAINSCONS
6ANAIIPORCH CONTAINS 5531 SQUARE FEET SIDE STREET = 25' CR&'
SE YVffEJZ'R -SCOTT & ASSOC., .ANC, - 1,AND S UR VF, , YO R, S7 LEGEND -
LEGEND - 5400
E. COLONIAL OR, Q LANOO, FL. 32807 (407)-277-3232 FAX (407)-658-143C, POINT
ON LINE F, PLAT P.D.L. • F
FIELD TYR TYPICAL NOTES, P
IRONPIPE PRC. • POINT or REVERSECURVATUREC I.H.
IRON ROD P.C.C. POINT OF CC" V SET FORTH
B THE FLORIDA 90MO 0 1. THEUNDERSIGNEDDOESHEREBYCERTIFYTHATTHISSURVEYMEETSTHESTANDARDSOFPRACTICEYRAFC.M.
CONC ET R EMONUMENT FAD. •RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES FT I/
a' I.R./#L$ 41596 MR, NON -RADIAL S LP, 2, UNLESS EMBOSSED WITH SURVEYORS SIGNATURE AND ORIGINAL RASED SCA4, THIS SURVEY MAP OR COPIES ARE NOT VAUD REC. RECOVERED
VP. WITNESS POINT J. THIS SURVEY WAS PREPARED FROM ITTIC INFORMATION FURNISHED TO THE SURVEYOR. MERE MAY BE OTHER RESTRIC77ONS Pla 0
POINT of BEGINNING CALC. CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY P.O.
A. PERMANENT REFERENCE MONUMENT OT POINTOFCOMMENCEMENTeRa • F.F. • FINISHED FLOOR ELEVATION 4, No
UNDERGROUND IMPROVEMENTS HAVE DUN LOCATED UNLESS OTHERMSE SHOWN. t 1)
CENTCRE'"E N& • MAIL
D111 BSA_ BUILDING SETBACK LINE 41, THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY, R1W RIGHT-
OF-WAY 1M, • BENCHMARK E. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESHL CASEMENT
B.B. RAsr BEARING 7 BEARINGS ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE SFARM (afl,) GRAIN. DRAINAGE
S. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VIFRITCAL DATUM OF 1029, UNLESS OTHERWISE NOTED. UTIL UTILITY
CLF6 CHAIN
LINK FENCE 9, CERTIFICATE OF AUTHORMOLTION AID, 4-59LT- C. WD,
FC. • WOOD FENCE C/o
C014CRETE BLOCK SCALE I-- I- - 26 DRAWN BY: PO NT
OF C RVATURE AN4CNCY POINTOFICERTIFIED9YSC.
DESCR[PTIDN., DATE -ORDER
N., k RADIUS
PLOT PLAN 03-28-2018 1883-18 15 ACLENGTH
D DELTA
C • CHORD
C.R. •
CHORD REARING NORTH THIS
BUILDING/
PROPERTY DOES NOT UE WITHIN THE ESTABLISHED
100 YEAR FLOOD PLANE AS PER "FIRM' Z, elS 111E ITS 4714 SCOT") ZONE "
X
MAP # 12117WO90F (09-28-07)
Permit #
R,r, CORD COPY
City of Sanford
Building and Fire Prevention
Product Approv*,-4gf
It '/'
1"'' '14"
2 5 9 3
Project Location Address
ification Form
As required by Florida Statute 553.842 and Florida AdministToe 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 Therma Tru Smooth Star 20461 -R3
Sliding Ply Gem 4780 SGID 14634-R3
Sectional Wayne Dalton 9100 - #0600 #0607 9147.11 / 8174.2 - R1 2
Roll Up
Automatic
Other
2. Windows
Single Hung Ply Gem 1500 16103
Horizontal Slider
Casement
Double Hung
Fixed Ply Gem 1500 16104
Awning
Pass Through
Projected
Mullions Ply Gem 1500 16118
Wind Breaker
Dual Action
Other
June 2014
Category/Subcategory Manufacturer Product Florida Approval #
Description includin decimal)
3. Panel Walls
Siding
Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7
Storefronts
m
Curtain Walls —
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12
Underla mentS Interwrap Inc. Rhino Roof Underlayment 15216 - R3
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shin les
Roofing tiles
Roofing
Insulation
Water roofin
Built up roofing
S stem
Modified Bitumen
Single Ply Roof
Systems
Roofin slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofin S stems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents Millenium Metals Inc. MMI - 213 Off Ridge Vent 19567 - R1
Other
June 2014
Category Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll up
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels Lott's Concrete Products Lintel 17867 - R1
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name Tracy McDonald
Please Print)
June 2014
A
ANN""
Awl Roon
TRUSSE
A FLORIDA GORPORATIOM
4451 ST. LUCIE BLVE)
FORT PIERCE, FL 34946
PH: 772-409-1010
FX 772-409-1015
www.AlTruss.com
TRUSS ENGINEERING
BUILDER: RYAN HOMES
PROJECT KENSINGTON RESERVE
COUNTY: SEMINOLE
LOT/BLK/MODEL: LOT.96 / MODEL: SUM M ERLAND l ELEV:A GAR R
MASTER#: WRCSUA5
I 11 11 1111 i i flfflrliilil Mm Nlmriilfilw. T
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
A-1 ROOF These truss designs rely on lumber values established by others.
TRUSSES
A FLORIDA CORPORATION
RE: Job WRCSUA5
Site Information:
Customer Info: RYAN HOMES Project Name:
Lot/Block:
Address:
City:
Model: SUMMERLAND "A"
Subdivision:
County: VARIES
A-1 Roof Trusses
4451 St Lucie Blvd
Fort Pierce, FL 34946
State: FL
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City:
General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1
Wind Code:. ASCE 7-10 Wind Speed: 150 MPH
Roof Load: 40.0 psf Floor Load: 55.0 psf
This package includes -95 individual, dated Truss Design Drawings and 16 Additional Drawings.
With my seal affixed to this sheet, i hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules.
No. Seal # Truss Name Date No. Seal # Truss Name Date I No. Seal # Truss Name Date
1 A0259087 A01 2/20/18 13 A0259099 CJ2 2120/18 25 A0259111 FL06GE 2/20/18
2 A0259088 A02 2/20/18 14 A0259100 CJ3 2/20/18 26 A0259112 FL07 2/20/18
3 A0259089 A03 2/20118 15 A0259101 CJ5 2/20/18 27 A0259113 FL08 2/20/18
4 A0259090 A04 2/20/18 16 A0259102 D01 2/20/18 28 A0259114 FL09G 2/20/18
5 A0259091 A05 2/20/18 17 A0259103 FG1 2/20/18 29 IA0259115 FL10 2/20/18
6 A0259092 A06 2/20/18 18 A0259104 FG2 2/20/18 30 A0259116 FL11GE 2/20118
7 A0259093 A07 2/20/18 19 A0259105 FG3 2/20/18 31 A0259117 HJ3A 2/20/18
8 A0259094 601 2/20/18 20 IA0259106 FL01 2/20118 32 A0259118 HJ7 2/20/18
9 A0259095 B02 2/20/18 21 IA0259107 FL02 2/20/18 33 A0259119 J3A 2/20/18
10 A0259096 B03 2/20/18 22 A0259108 FL03 2/20/18 34 A0259120 J7 2/20/18
11 A0259097 B04 2/20/18 23 A0259109 FL04 2/20/18 35 A0259121 M6 2120/18
12 A0259098 I CA 2/20/18 24 A0259110 I FL05G 2/20/18 1 36 A0259122 I M6E 2/20/18
The truss drawing(s) referenced have been prepared by MiTek Industries, inc. under my direct supervision based on the parameters provided by A-1 hcoot I fusses,
Ltd.
Truss Design Engineer's Name: Anthony Tombo Ill
My license renewal date for the state of Florida is February 28,2019.
NOTE -The seal on these drawings indicate acceptance of professional
engineering responsibility solely for the truss components shown.
The suitability and use of components for any particular building is the responsibility of the
building designer, per ANSIfrPI-1 Sec. 2.
The Truss Design Drawing(s)(rDD[s]) referenced have been prepared based on the
construction documents (also referred to at times as 'Structural Engineering Documents')
provided by the Building Designer indicating the nature and character of the work.
The design criteria therein have been transferred to Anthony Tombo Ill PE by [All Roof
Trusses or specific location]. These TDDs (also referred to at times as 'Structural
4EngineeringDocuments') are specialty structural component designs and may be
project's deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty
Engineer), the seal here and on the TDD represents an acceptance of professional lO m bo, engineering responsibility for the design of the single Truss depicted on the TDD o e
Building Designer is responsible for and shall coordinate and review the TDDs for
compatibility with their written engineering requirements. Please review all TDDs ILL all Antht
related notes.
i A.
Digitally signed by
Tombo, Ill
DN: c US, st=rlwida
r1etC@,Q=wh01@fiou5e *• rM,R Ri+!
Engineering, cn=Anthony f. Y
Tombo, Ill,#
Xf-a2•osoa ERZAL 4:
3B BCA22100 0000004C1287DF Page 1 of 2
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
A-1 ROOF These truss designs rely on lumber values established by others. AA#- TRUSSES
A FLOROA CORPORATION
RE: Job WRCSUA5
No. Seal # Truss Name Date
i37 A0259123 MG7 2/20/18
38 A0259124 VM3 2/20/18
39 A0259125 VM5 2/20/18
40 STDL01 STD. DETAIL 2/20/18
41 STDL02 STD. DETAIL 2/20/18
i 42 STDL03 STD. DETAIL 2120/18
43 STDL04 STD, DETAIL 2/20/18
44 STDL05 STD. DETAIL 2120/18
145 STDL06 STD. DETAIL 2/20/18
46 STDL07 STD. DETAIL 2/20/18
47 STDL08 STD. DETAIL 2/20/18
48 STDL09 STD, DETAIL 2/20/18
49 STDL10 STD. DETAIL 2/20118
50 STDL1 1 STD. DETAIL 2/20/18
51 STDL1 2 STD. DETAIL 2/20/18
52 STDL13 STD. DETAIL 2/20118
53 STDL14 STD. DETAIL 2/20/18
54 STDL15 STD. DETAIL 2/20/18
55 STDL 16 STD. DETAIL 2/20/18
Page 2 of 2
Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND
WRCSUA5 A01 Hip Girder 1 1
AQ259Q87
If Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb 20 17:54:34 2018 Page 1
I D:?sOQvl IzBGko2h FpRYi bzzzOpep-RX65TTrhlh Kkfl 3 H U h_kD7SZEjfyxOdG 2 KeloNzj B9J
1-0- 7-0-0 _ _ 129 17 7-7 _- 23-0-0 30-0 0 1-0- g
10 - ----- — -- -7-0-0 t -
4-
5-4 9 F - 5-2-13 { 5-4 9 --- - f- -- --- 7-0_0— - f1-01
27 28 " 29 11 30 — 31 32
4x10 -
2x4 11
3x8 == 5x10 MT20HS=-
3x6 _ 20 11
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) 1/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.29 10-12 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) 0.58 10-12 624 240
BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0,11 7 n/a n/a
BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Wind(LL) 0.34 10-12 999 240
LUMBER -
TOP CHORD 2x4 SP M 31
BOT CHORD 2x6 SP 2400F 2.0E
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3,
Right: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-4-11 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 7-2-4 oc bracing.
MiTek recommends thatSta 6 il izem-arid required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.______-______J
REACTIONS. (lb/size)
2 = 2494/0-3-8 (min. 0-2-1)
7 = 2494/0-3-8 (min. 0-2-1)
Max Horz
2 - 59(LC 8)
Max Uplift
2 - 825(LC 4)
7 - 825(LC 5)
Max Grav
2 2494(LC 1)
7 - 2494(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-5140/1712, 3-20=-6367/2231,
20-21 =-6367/2231, 4-21 =-6367/223 1,
4-22=-6367/2231, 22-23=-6367/2231,
23-24=-6367/2231,5-24=-6367/2231,
5-25=-6390/2241, 25-26=-6390/2241,
6-26=-6390/2241, 6-7=-5135/1710
BOT CHORD
2-13=-1489/4652, 13-27=-1485/4668,
27-28=-1485/4668, 12-28=-1485/4668,
12-29=-2125/6390, 11-29=-2125/6390,
11-30=-2125/6390, 10-30=-2125/6390,
10-31=-1490/4663, 31-32=-1490/4663,
9-32=-1490/4663, 7-9=-1494/4648
WEBS
3-13=01504, 3-12=-732/2061, WEBS
3-
13=0/504, 3-12=-732/2061, 4-
12=-690/480, 5-10=-700/478, 6-
10=-746/2092, 6-9=0/494 NOTES-
1)
Unbalanced roof live loads have been considered for
this design. 2)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; CaL
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever
left and right exposed ; end vertical left exposed;
Lumber DOL=1.60 plate grip DOL=1.60 3)
Provide adequate drainage to prevent water ponding.
4)
All plates are MT20 plates unless otherwise indicated.
5)
Plates checked for a plus or minus 0 degree rotation
about its center. 6)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads.
7)
x This truss has been designed for a live load of 20.
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members. 8)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 825 lb uplift at joint
2 and 825 lb uplift at joint 7. 9)
Hanger(s) or other connection device(s) shall be provided
sufficient to support concentrated load(s) 240 lb
down and 238 lb up at 7-0-0, 123 lb down and 143 lb
up at 9-0-12, 123 lb down and 143 lb up at 11-0-12 123
lb down and 143 lb up at 13-0-12, 123 lb down and
143 lb up at 15-0-0, 123 lb down and 143 lb up at 16-
11-4, 123 lb down and 143 lb up at 18-11-4, and 123
lb down and 143 lb up at 20-11-4, and 240 lb down
and 238 lb up at 23-0-0 on top chord, and 365 lb
down and 82 lb up at 7-0-0, 88 lb down at 9-0-12, 88
lb down at 11-0-12, 88 lb down at 13-0-12, 88 lb down
at 15-0-0, 88 lb down at 16-11-4, 88 lb down at 18-
11-4, and 88 lb down at 20-11-4, and 365 lb down and
82 lb up at 22-11-4 on bottom chord. The design/
selection of such connection device(s) is the responsibility
of others. Dead
Load Deft. = 5/16 in 400 --
PLATES
GRIP MT20
244/190 MT20HS
1871143 Weight:
164 lb FT = 0% 10)
In the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (B). LOAD
CASE(S) Standard
1)
Dead + Roof Live (balanced): Lumber Increase=1.25 Plate
Increase=1.25 Uniform
Loads (plf) Vert:
1-3=-60, 3-6=-60, 6-8=-60, 14-17=-20 Concentrated
Loads (lb) Vert:
3=-193(F) 6=-193(F) 11=-70(F) 13=-365(F) 9=-
365(F) 20=-123(F) 21=-123(F) 22=-123(F) 23=-
123(F) 24=-123(F) 25=-1 23(F) 26=-1 23(F) 27=-
70(F) 28=-70(F) 29=-70(F) 30=-70(F) 31 =-70(F) 32=-
70(F) Mud1r-
Itnm NxrgNrrt,tex ta'f 119R tiUSif4:"Sfflfk' 6Cfa1i; lfl lS 1(JkYtlIICMS t iJM !tt t ; RXSi;iCSMfAi" brs- 5enfr bruq fanmUnx nd reJ+Nss a Ib; Lam: ksgn 9r>.+alttCti`,nN tM AeM1xrr I t pia £F. rE. tda¢xe Are is e esr. Udess dkrrrse 9Mtl w.tle IOP, uF, 00e,
mx poxt*0 0 W W IN"X,dii. fso$rss kup[.0-r,.S d,[W-„It"Wwx?1D8rettssnNttautpl-aNI'strurad.1-4Optriolnt4,NIMr, 0ft.00,Nrs,t4M.1,lot W,.winlM-i.'."snoo mreto- lwfgq ttatin.=00,Lm Arithony T. Tombo itt, P.E. est xda
s t: h ,•Iwlinf'rrN rrs s Nhd Nr 4krx.N, O•ni caettu'i:N xl¢xcrk tplku perryw nSareWendMIR:. Net:Wne Mt2 kM:Aw; rMta.: p4 1. hqt<we drk 9DWw hdf ne eftle rrs. hky iadilnq. zn*qr usidlWrn xr[kan uls ns es uS Nd ,Y. 84083 Mrre.73ni"
r Wurite" AA.r,lcar. WollW1upxr—1 ridnzsdue Rxlgq t,aiMW woo Iwo—tC4` ntinneb, to ni WA xr ederoilftr .:rt—lKi RYai Nr apma xn>adsv is r'f.L.u(kn a.I.rts ks s uprnr al Fn,>Mar N:n,ar wssi 4451 St. Lucie Blvd, f a5r,
eke ldieK kr,'M:cu epa4 uenwrcinpWdl In erwWrei fBelmst'es fquur!rtlCti`,a imAai Begnv uirs<.ymstgrua o-`srg arrl#q. kllr 7ffi xefNrarsncas le4aUratFl 1. Fort`?ercf?, FL 34946 ophdghl rf61GAIRodlausses-
dnihoolLiomhafll,R.E. Reprolu(tionofihisromeen6lnongtorn,isplohihilodwithout thewutlenRemission homAIRoof Times 6ott,onrLfiwho111,P.E.
Job Truss n- s
WRCSUA5 A02 Hip At-
RoT-usses, Fort Pierce, -FL 349-46-, des-ign-Qa-truss.cc- 4x6 =_ 30 = 21-0-0 4x6 =
h25908A
Inc.
Tue Feb 20
17:
54:
35 2018 Dead Load Deft. = 3/8 in
14 air 3x6 II 3x4 = 5x6
WB= 3x4 -
3x6 11
21-
0-0
12-0-0
LOADING (psf) SPACING-
2-0-0
CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL
L25 TC 0.62 Vert(LL) 0.36 10-12 999 360 TCDL 10.0 Lumber DOL 1.
25 BC 0.70 Vert(CT) 0.75 10-12 478 240 BCLL 0.0 ' Rep Stress Incr
YES WB 0.46 Horz(CT) 0,08 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014
Matrix -MS Wind(LL) 0.16 12-15 999 240 LUMBER - TOP CHORD 2x4 SP M
30 '
Except` T2: 2x4 SP No.2 BOT
CHORD 2x4 SP M 30
WEBS 2x4 SP No.3 OTHERS
2x4 SP No.3 SLIDER
Left 2x4 SP No.3
1-
6-0, Right 2x4 SP No.3 1-
6-0 BRACING - TOP CHORD Structural wood sheathing
directly
applied or
3-8-13 oc puffins. BOT CHORD Rigid ceiling directly
applied
or 6-
0-10 oc bracing. Mt- _ ---- ------ -- Tek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer Installation guide, REACTIONS. (
lb/size) 2 = 1260/0-
3-8 (min.
0-1-8) 8 = 1260/0-3-8 (min.
0-1-8) Max Horz 2 - 74(LC 13)
Max Uplift
2 - 357(LC 8)
8 = 357(
LC 9) Max Grav
2 = 1260(LC 1)
8 = 1260(
LC 1) FORCES. (lb)
Max. Comp./Max. Ten. -
All forces
250 (lb) or less except when shown. TOP CHORD 2-3=-
709/0,
3-4=-
2162/1409, 4-5=-1918/1412, 5-6=-
1918/1412, 6-7=-2162/1409, 7-8=-
709/0 BOT CHORD 2-12=-1089/1904,
11-12=-
1345/2186, 10-11=-1345/2186, 8-1
0=- 1092/1904 WEBS 4-12=-94/494, 5-
12=
463/310, 5-10=-463/310, 6-10=-
94/494 NOTES- 1) Unbalanced roof live loads
have
been considered for this design. 2) Wind: ASCE
7-10; Vult=
150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=
S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=
0.18; MWFRS (envelope) and C-C Exterior(2) zone;
cantilever left and right exposed ; end vertical left exposed;C-
C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=
1.60 3) Provide adequate drainage to prevent
water ponding. 4) Plates checked for a
plus
or minus 0 degree rotation about its center. 5) This
truss has been designed
for a 10.0 psf bottom chord live load nonconcurrent with any
other live loads. 6) ` This truss has been
designed
for a live load of 20.Opsf on the bottom chord
in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others)
of truss to bearing plate capable of withstanding
357 lb uplift at joint 2 and 357 lb uplift
at joint 8. LOAD CASE(S) Standard 10-0-
0 0 PLATES
GRIP
MT20 2441190 Weight:
133
lb FT =
0% Fi*
Nq-tletst tlanryM.¢tnrYae'F-
IF7@-ItYUSz"i€4kC'46EAit0.t[FtMf t(-'NOO Ci14 C!IStON 3lh r, xi4f0#'i[ME6^inai CnA7 k41p ta8nx nl Reel aftzwta;Irn; 9Fs mmgiFRG,niFM AMart tt#it A,rE 4dntalkni usce ne. UO 04..... .roof to It th6-pp Wki:;exnu tKe lx" :10.WtCG4ht8,
fAnthony T. Tombo 111, P.E. nF tst dabs 1. s S to
6alfiw i4lh tetptsiMnt dt40wtn.deO#ui 4tsu#i;Ntytscl4 Fnfirtq DaEpr.#rot ettn ttl4lK. a>B: mf Mina ta%r{ Nf ark ps 1. Thefrt a. ONllno Win hilt adne rd" Aaof. w" nnllo"ooflo t; itf:hrt Jrts trcpr0 nA x^ $OQ83 14lriie#j et4'Y W<Mf'lCfi.
aSffkt!ne'.#14 RohlM lM tfMttt4'AdpalNtHta Npt411Ny lm}ee6 S6Ht le4 Re ;tt; rNtt4s;tt»(adiuAltl tlltlQtVAht }RALtilrMAR. te e$ei$.'tSy1"S InlSe$¢nl?5trau tia44(kn#tM,I-Ci3 gt5:. ft YNn at$rh:3 MaTeu:.nn ttkSa 4451 St, Lucie Blvd, tRtlrlu kfnN ke a:wt-'4q tptH
tat it rmak itdf Nn ts mnrei [1t [tta htst?a Eaptm Is ACI ke fagai Cis.'} et n 1 ;S S7s;t Esytter r` my 4tlSQl. t11 ca'a%=xtd avns ne as ldaet b fqL Fart ?erce, EL 34946 opyriRht 07616 A Root finssns-Anthony 1.
Tombo fit, P.E. Reproduction of this doroment, in any form, is prohibited Wilbert the nritteo permission ham A-1 Roof trusses- Anthony L Combo III, P-E.
Job Truss Type -AND
HitWRCSUA15A03Hip 2
Truss QIY Ply
Job Reference 19
RYAN HOMES / SUMMERL
Opi nall
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss-com Run-:- 8-12-0 —skov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb 2(
ID:?sOQvilzBGko2hFpRYibzzzOpep-NwDri9sxHiaRvcDgo6OClYY)
5x6
5x6 I/
A0259089_
117:54:36 2018 Pagel
2WLiP3XZVe7rsFzjB91-
0
Dead Load Defl. = 3/16 in
0
CT
115 11
4x6 11
3x4
4x6
3x4 4X6 11
7970-0
11-00 8-0-6 11-0-0
LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 036 Vert(LL) 0.5813-16 622 360 MT20 2441190
TCDI- 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) 0.77 13-16 465 240
BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.09 9 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 036 13-16 995 240 Weight: 129 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP N0.2 *Except*
T2: 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0.
Right 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-7-15 oc
purfins.
BOT CHORD
Rigid ceiling directly applied or 6-5-9 oc bracing.
Mite—k-re-c-'am-mends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer installation guide. 11 I'll ------------- ---- 11 -
REACTIONS. (lb/size)
2 = 1260/0-3-8 (min. 0-1-8)
9 = 1260/0-3-8 (min. 0-1-8)
Max Horz
2 = 89(LC 12)
Max Uplift
2 -339(LC 12)
9 =-339(LC 13)
Max Grav
2 = 1260(LC 1)
9 1260(LC 1)
FORCES. (lb)
Max, Comp./Max, Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=- 1169/55, 3-4=-2186/156 1,
4-5=-1968/1385, 5-6=-1800/1341,
6-7=- 1968/1385, 7-8=-2186/1561,
8-9=-1 169/55
BOT CHORD
2-13=-1261/1953, 12-13=-961/1800, 11-
12=-961/1800, 9-1 1=-126611953 WEBS
4-
13=-362/394, 5-13=- 152/438, 6-
11 =-1 521438, 7-11 =-362/394 ZISIVE-
11)
Unbalanced roof live loads have been considered for
this design. 2)
Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=
I 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat.
11; Exp, C; Encl., GCpi=0.18; MWFRS (envelope) and
C-C Exterior(2) zone; cantilever left and right exposed ;
end vertical left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=
1.60 plate grip DOL=1.60 3)
Provide adequate drainage to prevent water ponding.
4)
Plates checked for a plus or minus 0 degree rotation
about its center. 5)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads.
6) '
This truss has been designed for a live load of 20.
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members, with BCDL 10.
Opsf. 7)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 339 lb uplift at joint
2 and 339 lb uplift at joint 9. LOAD
CASE(S) Standard
W.-
ti "" *.P7 -- ee'41 W (M5:7IR11% VRIA 'M I (ACOM AM'cjNT* I., f, 6, AV pte.o"' aAm it,$,, . I., 1", 3,;,' Ziu-CM," W r. Aowf I rt. W-4*aeV, es' W": —a ' "to IN Antfiony T.
TQmt)o ',IT, P E 0 *" i-
N" 0 P, N. k tm. N W+4 Du rw . "o, Mo 0 14 K 1, 4r W tie (. wft'a' W rK I -h """ 0 t4 V W et! I" ". 9 * 1 4" W" Vw .'ttw. W k.,q M, 0 Z 80083 At" rw" .
1 rM." oft k.04 W",*t "V11: "N'W"M "(Au at t- 4451 St, Lucie blv& ll *`pit
P2ece,
VL 34446 It' 4111,110A. III, P.(.Rep* oitie, Ott, 10(timent"A *AV lum, is ittaliNitd ithtut the w poism hom AI Int It ... e5
Job Truss
WRCSUA5 Z4 Hip 12
Run: 8.120 s Nov 12 2017 Print: 8.120 s
10:?sOQvllzBGko2hF
17-0-0
41T6 0
4x6 11
1,
b q#0
A0259090
RYAN HOMES / SUMMERLAND
4ov 12 2017 MiTek Industries, Inc. Tue Feb 20 17:54:36 2018 Wage 1
RYibzzzOpep-NwDru9sxHiaRvr-Dgc6OClYYtLWFmP3hZVe7rsFzjB9F
3-6-3 30-0-0
6-3 6-5-13 1 -0-T
Dead Load Deft, = 3116 in
4x6 11
U4 4x6 3x4 4x6 11
Plat® Offsets E0-3-1,d, ,, gel -3-15
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1,25 TC 1.00 Verl(I-L) 0.4511-20 799 360
TCDL 10,0 Lumber DOL 1.25 BC 0.97 Vert(CT) 0.60 11-13 596 240
BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.10 9 n1a n1a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.31 13 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 21A4 SP No,2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0,
Right 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing-
Mitek-recommends -that --S--t-a--b-il-iz—e-rs--and -required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 1260/0-3-8 (min. 0-1-8)
9 1260/0-3-8 (min. 0-1-8)
Max Herz
2 = 104(LC 16)
Max Uplift
2 =-358(LC 12)
9 -358(LC 13)
Max Grav
2 = 1260(LC 1)
9 = 1260(LC 1)
FORCES. (lb)
Max. Comp./Max, Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1078/170, 3-4=-2249/1650,
4-5=- 1926/1395, 5-6=- 1532/1289,
6-7=-1926/1395, 7-8=-2249/1649,
8-9=-1078/170
BOT CHORD
2-13=-135912017, 13-22=-845/1532,
12-22=-845/1532, 12-23=-845/1532,
11 -23=-84511532, 9-11 =-1365/2017
WEBS
4-13=-465/531, 5-13=-2231498,
7-11 =-465/531, 6-11 =-222/498
NOTES-
1) Unbalanced roof live loads have been considered for
this design,
2) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat, 11; Exp C; Encl., GCpi=0,18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1 .60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding,
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL
10.0psf.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 358 lb uplift at
joint 2 and 358 lb uplift at joint 9.
LOAD CASE(S)
Standard
PLATES
MT20
0
a
GRIP
2441190
Weight: 133 lb FT = 0%
U.5,
E
WWlkl
z 80083
VPA-, It
4451 St. Woo Blvd,
V— Kitt kt a 4'P'W';m'A " 3 rrrmf i, W .1,0 IW. t, 1— I)"+p EAJ—'S ACT N 10", uqnt A, "4. iq0 of W" a n;r'7%41q aims. . #dm " TF1 I Fort
P:etce, FL A!_ Inflom"blo,Anthony
1. Tombo :11, P RPodo0io.
of th" Imumem"A 44Y form, I, poh,bilerl onthem At ten"en p(most" from A I 1W Trv'el Althoo! 1. lomko III, PJ'
Job ____________]Truss
JTruss
Type Qty 'Ply
JRYAN
HOMES /SUMMERLAND
WIRCSUAB - A05 Common 1 5
A0259091
Iqb Reference-
A f--k fr6ises, Fort Pierce, FL 34946, design@altruss,com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MIT& Industries, Inc. Tue Feb 2617:.372016 -Page
ID:?sOQvilzBGko2hFpRYibzzzOpep-r6nD6VtZ2cilWmosApXRri45DwbuSQ4ikISPOizjB9I
1 797!? --- ---- - ---- -- 1--V70-91-1-111 1-1-1-- 11 1 1- -, 10- 8-
0-0 7-0-1 7-0-0 -- f7-
11-
15 -u 5,0o
12 4x6 ---- Dead Load
Deft, = 1/4 in 6 4X6
11
3x4 4x6
3x4 == 4x6 11 MIDN&I
LOADING (psf)
SPACING- 2-0-0 TCLL 20,
0 Plate Grip DOL 1.25 TCDL 10,
0 Lumber DOL 115 BCLL 0.
0 Rep Stress Incr YES BCDL 10.
0 Code FBC2017rTP12014 LUMBER - TOP
CHORD
2x4 SP No.2 BOT CHORD
2x4 SP No-2 WEBS 2x4
SP No.3 SLIDER Left
2x4
SP No.3 1-6-0, Right 2x4
SP No.3 1-6-0 BRACING - TOP
CHORD
Structural wood
sheathing directly applied or 2-2-0 oc purfins. BOT
CHORD
Rigid ceiling
directly applied or 2-2-0 oc bracing. mifek recommends
that Stabilizers -- and required cross bracing
be installed during truss erection, in accordance with
Stabilizer Installation guide. REACTIONS. (lb/
size) 2 1260/
0-3-8 (min. 0-1-8) 10 = 1260/
0-3-8 (min. 0-1-8) Max Horz
2 118(
LC 12) Max Uplift
2 -374(
LC 12) 10 -374(
LC 13) Max Grav
2 1260(
LC 1) 10 1260(
LC 1) FORCES. (lb)
Max. Comp,/
Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-
9441109, 3-4=-2207/1601, 4-5=-
1996/1528, 5-6=-1909/1552, 6-7=-
190911552, 7-8=-1996/1528, 8-9=-
2207/1601, 9-10=-944/109 BOT CHORD
2-14=-
1295/1966,14-23=-73711363, 13-23=-
737/1363, 13-24=-73711363, 12-24=-737/1363,10-12=-
1299/1966 WEBS 6-12=471/701, 8-
12=-
425/553, 6-14=-4711701, 4-14=425/
554 19-11-1 30-0-0
CSI. DEFL. in (loc) I/deft
Ud PLATES GRIP TC 0.80 Vert(LL) 0.
43 12-14 841 360 MT20 2441190 BC 0.98 Vert(CT) 0,
6812-14 533 240 WB 0.62 Horz(CT) 0.
08 10 n/a n/a Matrix -MS Wind(I-L) 0.
18 12-14 999 240 Weight: 137 lb FT = 0% W4111 1) Unbalanced roof live loads
have
been considered for this design, 2) Wind: ASCE
7-10; Vult=
1 50mph (3-second gust) Vasd=l 16mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=
0.18; MWFRS (envelope) and C-C Exterior(2) zone;
cantilever left and right exposed; end vertical left exposed;C-
C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=
1.60 3) Plates checked for a plus
or minus 0 degree rotation about its center. 4) This
truss has been designed
for a 10.0 psf bottom chord live load nonconcurrent with any
other live loads. 5) * This truss has been
designed
for a live load of 20.Opsf on the bottom chord
in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottom chord and any other members,
with BCDL 10.Opsf. 6) Provide mechanical connection (
by others)
of truss to bearing plate capable of withstanding
374 lb uplift at joint 2 and 374 lb uplift
at joint 10, LOAD CASE(S) Standard 0 wmft
4, it, rosy
see
I.
I111 I,- fennel. *1 IN .11 -14o III I Tee 411P —ofil. ios(.J:.Wml Wiieno,, AnIho ny T, Tombo i 11, P.E. v 80083 4451 St, LudeBlvd.
V.. Kest
ki "l-W.Fe'
t W. ernoel k, no W", WoW W t,w N,r fvf— i, IN ft &.4.1 hl'" . N, stl. in— r ety imlliq JV,*,W,,k 4m . s, idgo To I Fost P erce, FL 34q46 Anthony 1, Tombs Iff, P.E.
Repoilvoion of this d000ment, in Gay forin, is pokhtled with4ot the wtivefl pfroisiiee Isom A I Roof Genes Anthony lAmtolli'PA,
Job
WRCSUA5
1WUNNIZ16181MIJ
A06 JHip
truss.com Run: 8.120 s Nov 12 2017
9-0----------------- --- -- 0601___ 1-8-0 6-0-0 -0 _V0 -1
Us MT20HS I I
7x10 MT20HS-- 3x6 - -
4X4 -- 4x6
14 lae
3x4 --
5x6 WB -
U4 -
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Ildeft Ud
TCLL 20.0 te Grip DOLPlate 1.25 TC 0.65 Vert(LL) 0,37 12-14 985 360
TCDL 10.0 Lumber DOL 1.25 BC 0,70 Vert(CT) 0.7612-14 471 240
BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.06 10 We n1a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.15 12-21 999 240
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T1: 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-",
Right 2x4 SP No-3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-6-10 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 6-0-5 oc bracing.
MiUk recommends that Stablhzers and required
cross bracing be installed during truss erection, in
accordance l--with .Stabilizer -installation guide,
REACTIONS. (lb/size)
2 126010-3-8 (min. 0-1-8)
10 1260/0-3-8 (min. 0-1-8)
Max Horz
2 -86(LC 13)
Max Uplift
2 -336(LC 12)
10 -413(LC 13)
Max Grav
2 1260(LC 1)
10 1260(LC 1)
FORCES. (lb)
Max. Comp,/Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-693/0, 3-4=-2211/1469,
4-6=-185311498, 6-7=-1939/1471,
7-8=-1919/1427, 8-9=-2163/1425,
9-10=-709/0
BOT CHORD
2-14=-1155/1961, 13-14=-1362/2179, 12-
13=-1362/2179, 10-12=-1107/1905 WEBS 4-14=-
63/
488, 7-14=471/262, 7-12=-318/
312.8-12=-95/493 NOTES- 1) Unbalanced
roof
live loads have been considered for this design.
2) Wind: ASCE
7-10; Vult=150mph (3-second gust) Vasd=1 16mph;
TCDL=5.Opsf; BCDL=5,Opsf; h=25ft; Cat. 11; Exp
C; Encl., GCpi=0.18; MWFRS (envelope) and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical
left exposed;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL= 1 .60
plate grip DOL= 1.60 3) Provide adequate
drainage to prevent water pending. 4) All
plates
are MT20 plates unless otherwise indicated, 5) Plates
checked
for a plus or minus 0 degree rotation about its
center. 6) This truss
has been designed for a 10.0 psf bottom chord live load
nonconcurrent with any other live loads 7) * This
truss
has been designed for a live load of 20.Opsf on
the bottom chord in all areas where a rectangle 3-6-
0 tall by 2-0-0 wide will fit between the bottom chord and
any other members. 8) Provide mechanical
connection (by others) of truss to bearing plate
capable of withstanding 336 lb uplift at joint 2 and
413 lb uplift at joint 10. 9) Graphical purfin
representation does not depict the size or the
orientation of the purlin along the top and/or bottom chord. LOAD
CASE(S)
Standard Dead Load
Defl, =
3/8 in 3x6 11 PLATES
GRIP MT20
244/190
MT20HS 1871143 Weight:
138 lb
FT = 0% Anthony T. Tootbo '
11M, P.E. z 80083 4'"
W ov'
B tr' At "' w W, Imal P, ii,mr-of F40., 0 * W" nto" i9ey Wvmnm "KI: pw*d n TA W 90 .' "i—A 7i4- T", 0'e' W wo "'A' 1— Nap., !- )t"r L111- * Irto 4451 St. Lucie Blvd. Fort Pierce, IL
34946 oprillitV7016A lko0hrAnes hPlobarmt
of *" doament, in moy to,., ii proViiiied ithmAl rho winto P0.4sion Isom A liteofirkAt"
Job Truss Truss Type Qty Ply RYAN HOMES I SUMMERLAND
A0259093
WRCSILIA15 A07 Roof Special Girder 1
1-1 - ------
cusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb 20 17:54:39 2018 Page 1
ID:?sOQvilzBGko2hFpRYibzzzOpep-nVv-.-WsupaDy0m3yFHEavwA9NxkH9cG6?BcLVTaziB9E
I -O--------------- 14-4-0 18--6-4 26-1-3_ -q 0--93- 4-
0-
1-
09r1-0--------65-7 4-2-8 3-80 424 4-5-12 3-1-3 3101-----11
4x4 Dead Load Deft. = 5/16 in
9
0"
1
5x6 ---
4x8 --
6XIS -
U8 --- 6X6 400 =
108-0 ---1-1 11-------- 1 11-f - -- 18- &4 q04 -k
10-8-0 7-10-4 4-5-12 7-0-0
hate 6f4s-et-SAX---y--)---=-- , P1 _41 _[11_:0-3-0 0- 741
1
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.31 11-12 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) 0,6011-12 597 240
BCLL 0.0 Rep Stress Iner NO WB 0.85 Horz(CT) 0.12 9 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matnx-MS Wind(UL) 0.34 11-12 999 240 Weight: 172 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No,2 *Except*
Tet: 2x4 SP M 30
BOT CHORD 2x6 SP No.2 *Except*
B2: 2x6 SP 2400F 2,0E
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3,
Right: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied,
BOT CHORD
Rigid ceiling directly applied or 6-1-5 oc bracing,
WEBS
1 Row at midpt 5-14
MiTek recommends- that Stabilizers - -and required
crossbracing be installed during truss erection, in
accordance- with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 1833/0-3-8 (min, 0-2-3)
9 2704/0-3-8 (min. 0-2A)
Max Herz
2 86(LC 9)
Max Uplift
2 = A89(LC 8)
9 841(LC 9)
Max Grav
2 1833(LC 1)
9 2704(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3609/980, 3-4=-3292/933,
4-5=-3275/921, 5-6=-585311818,
6-7=-5853/1818, 7-8=-5580/1741,
8-9=-562811777
BOT CHORD
2-14=-879/3248, 13-14=-1419/5216,
12-13=-1419/5216,12-21=-1494/5196,
11-21=-1494/5196, 9-1 1=-1553/5083
WEBS
3-14=-334/293, 4-14=-589/2220,
5-14=-295711021, 5-12=-4091924,
WEBS
3-14=-334/293, 4-14=-589/2220,
5-14=-2957/1021, 5-12=-409/924,
6-12=-282/189, 7-12=-318/809,
7-11 =-270/1190, 8-11 =- 139/255
NOTES-
1) Unbalanced roof live loads have been considered
for this design,
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd= 1 16mph; TCDL=5.Opsf; BCDL=S.Opsf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=L60
3) Provide adequate drainage to prevent water
pending.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 489 lb uplift at
joint 2 and 841 lb uplift at joint 9.
8) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13,
14, 15, 16, 17. 18, 19, 20, 21, 22, 23, 24, 25, 26, 27,
28, 29, 30, 31, 32, 33, 34, 35, 36 has/have been
modified. Building designer must review loads to verify
that they are correct for the intended use of this truss,
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 290
lb down and 238 lb up at 23-0-0 on top chord, and
1354 lb down and 452 lb up at 21-4-12, and 365 lb
down and 82 lb up at 22-11-4 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others,
10) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (8),
LOAD CASE(S)
Standard
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate lncrease=1.25
Uniform Loads (plo
Vert: 1-4=-62, 4-5=-62, 5-7=-63, 7- 1 0=-62,
15-18=-21
Concentrated Loads (lb)
Vert: 7=-193(B) 1 1=-365(B) 21 =-1354(B)
2) Dead + 0.75 Roof Live (balanced): Lumber
Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-52, 4-5=-52, 5-7=-52, 7-10=-52,
15-18=-21
Concentrated Loads (lb)
Vert: 7=-164(B) I 1=-324(B) 21 =-I 179(B)
3) Dead + Uninhabitable Attic Without Storage: Lumber
Increase=1.25, Plate Increase=1.25
Uniform Loads (pif)
Vert: 1-4=-21, 4-5=-21, 5-7=-21, 7-10=-21,
15-18=-41
Concentrated Loads (lb)
Vert: 7=-93(B) 11 =-334(B) 21 =-948(B)
4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left:
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plo
Vert: 1-2=47, 2-4=24, 4-5=25, 5-7=20, 7-9=25,
9-10=15, 15-18=-11 Horz
1-2=-58, 2-4=-35, 4-5=36, 7-9=36, 9-1 0=26 Concentrated
Loads (lb) Vert:
7= 1 59(B) 11 =58(B) 21 =442(B) 5)
Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber
IncFease=1.60, Plate Increase=1,60 Uniform
Loads (plo Vert:
1-2=15, 2-4=25, 4-5=24, 5-7=37, 7-9=24, 9-
1 0=47, 15-18=-11 Horz: 1-
2=-26, 2-4=-36, 4-5=35, 7-9=35, 9-1 0=58 Concentrated Loads (
lb) Vert: 7=
138(B) 11 =58(B) 21 =442(B) 6) Dead +
0.6 MWFRS Wind (Neg. Intemal) Left: Lumber Increase=
11.60, Plate Increase= 1 .60 Uniform Loads (
plf) Vert: 1-
2=4, 2-4=-6, 4-5=-5, 5-7=-10, 7-9=-5, 9-10=5, 15-18=-
21 Herz: 1-
2=-25, 2-4=-15, 4-5=16, 7-9=16, 9-10=26 Concentrated Loads (lb)
Coniinued on page
2 Whony T. Tombo
ill, P.E.Nwwomlk or. 7004 !
teu'aefe' T"', ."" k." 51'"" Mo. .0 r 80083 4451 St. Lucie
Blvd, We" R.. WA
I VC! 11N, to." cm.0
fr"4 ". I'M" il W wls Nslt It, 1.ns 4'm l4- ' 4cl Ve " 4.1 K1. t, I stv";V" e .1 W*4 mkoolm *.i st a544,W re TV I 'o,t +ceice, FL 34946 xOnyl,10401101 ttprodetaiqt of
tho iocume"t.'a City for., poh,bittelwithout-the -na pewssiol Isom A I Roof I"m
Job Truss Russ I ype
WRCSUA5 A07 Roof Special Girder
A0259093
LOAD CASE(S)
Standard
Concentrated Loads (lb)
Vert: 7=231 (B) 11 =82(B) 21 =452(B)
7) Dead + 0.6 MWFRS Wind (Neg. Intemal) Right:
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=5, 2-4=-5, 4-5=-6, 5-7=7, 7-9=-6, 9-10=4,
15-18=-21
Herz: 1-2=-26, 2-4=-16, 4-5=15, 7-9=15, 9-10=25
Concentrated Loads (lb)
Vert: 7=2 1 O(B) 11 =82(B) 21 =452(B)
8) Dead + 0.6 MWFRS Wind (Pos, Intemal) 1st Parallel:
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=27, 2-4=37, 4-5=20, 5-7=20, 7-9=20,
9-1 0= 10, 15-18=-11 Herz:
1-2=-38, 2-4=-48, 4-5=31, 7-9=31, 9-10=21 Concentrated
Loads (lb) Vert:
7= 1 65(B) I I =58(B) 21 =442(B) 9)
Dead + 0.6 MWFRS Wind (Pos. Intemal) 2nd Parallel: Lumber
Increase=1.60, Plate Increase=1 .60 Uniform
Loads (plf) Vert:
1-2= 10, 2-4=20, 4-5=37, 5-7=37, 7-9=37, 9-
10=27,15-18=-11 Herz:
1-2=-21, 2-4=-31, 4-5=48, 7-9=48, 9-1 0=38 Concentrated
Loads (lb) Vert:
7=1 22(B) I 1=58(B) 21 =442(B) 10)
Dead + 0.6 MWFRS Wind (Pos, Intemal) 3rd Parallel:
Lumber Increase=1 .60, Plate Increase=1.60 Uniform
Loads (pin Vert:
1-2=27, 24=37, 4-5=20, 5-7=20, 7-9=20, 9-
10=10, 15-18=-11 Herz:
1-2=-38, 2-4=48, 45=31, 7-9=31, 9-10=21 Concentrated
Loads (lb) Vert:
7= 1 65(B) 11 -58(8) 21 =442(B) 11)
Dead + 0.6 MWFRS Wind (Pos. Intemal) 4th Parallel:
Lumber Increase=1.60, Plate Increase=1 .60 Uniform
Loads (plf) Vert:
1-2=10, 2-4=20, 4-5=37, 5-7=37, 7-9=37, 9-
1 0=27, 15-18=-11 Herz: 1-
2=-21, 2-4=-31, 4-5=48, 7-9=48, 9-10=38 Concentrated Loads (
lb) Vert: 7=
122(6) 1 1=58(B) 21=442(B) 12) Dead +
0.6 MWFRS Wind (Neg. Intemal) 1st Parallel: Lumber
lncrease=1.60, Plate Increase=1.60 Uniform Loads (
pin Vert: 1-
2=17, 24=7, 4-5=-10, 5-7=-10, 7-9=-10, 9-10=-
0, 15-18=-21 Herz: 1-
2=-38, 2-4=-28, 4-5=11, 7-9=11, 9-10=21 Concentrated Loads (
lb) Vert: 7=
238(6) 11 =82(6) 21 =452(B) 13) Dead +
0.6 MWFRS Wind (Neg, Intemal) 2nd Parallel: Lumber
Increase=1,60, Plate Increase=1.60 Uniform Loads (
pin Vert: 1-
2=-0, 24 =- 10, 4-5=7, 5-7=7, 7-9=7, 9-1 0= 17, 15-18=-
21 Herz: 1-
2=-21, 2-4=-1 1, 4-5=28, 7-9=28, 9-1 0=38 Concentrated Loads (
lb) Vert: 7=
1 95(B) 11 =82(B) 21 =4.52(B) 14) Dead:
Lumber Increase=0.90, Plate Increase=0,90 Pit. metal=
0.90 Uniform Loads (
pff) Vert: 1-
4=-21, 4-5=-21, 5-7=-21, 7-10=-21, 15-18=-2' Concentrated Loads (
lb) Vert: 7=-
76(B) 11 =-202(B) 21 =-654(B) 15) Dead +
0.75 Roof Live (bal.) + 0,75(0.6 MWFRS Wind (Neg.
Int) Left): Lumber Increase=1,60, Plate Increase=1.
60 Uniform Loads (
pin Vert: 1-
2=-33, 2-4=41, 4-5=-40, 5-7=-44, 7-9=-40, 9-10=-
33, 15-18=-21 Herz: 1-
2=-19, 2-4=-1 1, 4-5=1 2, 7-9=1 2, 9-10=1 9 Concentrated Loads (
lb) Vert: 7=
1 70(B) 11 =42(B) 21 =180(B) 16) Dead +
0.75 Roof Live (bal.) + 0,75(0.6 MWFRS Wind (Neg,
Int) Right): Lumber Incroase=1,60, Plate Increase=1.
60 Continued on
oaae 3 Standard Uniform
Loads (
pin Vert: 1-
2=-33, 24=40, 4-5=411, 5-7=-31, 7-9=-41, 9-10=-
33, 15-18=-21 Horz: 1-
2=-19, 2-4=-12, 4-5=11, 7-9=11, 9-10=19 Concentrated Loads (
lb) Vert: 7=
1 54(B) 11 =42(B) 21 =1 80(B) 17) Dead +
0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg.
Int) 1st Parallel): Lumber Increase=1.
60, Plate Increase=1.60 Uniform Loads (
pin Vert: 1-
2=-23, 2-4=-31, 4-5=-44, 5-7=-44, 7-9=-44, 9-10=-
37, 15-18=-21 Herz: 1-
2=-29, 2-4=-21, 45=8, 7-9=8, 9-10=1 5 Concentrated Loads (
lb) Vert: 7=
1 75(B) 11 =42(B) 21 = 1 80(B) 18) Dead +
0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg.
Inn 2nd Parallel): Lumber Increase=1.
60, Plate Increase=1.60 Uniform Loads (
pin Vert: 1-
2=-37, 2-4=-44, 4-5=-31, 5-7=-31, 7-9=-3 1, 9-10=-
23, 15-18=-21 Harz: 1-
2=- 15, 2-4=-8, 4-5=21, 7-9=21, 9-1 0=29 Concentrated Loads (
lb) Vert: 7=
143(B) 1 1=42(B) 21 =180(B) 19) 1st
Dead + Roof Live (unbalanced): Lumber Increase=1.
25, Plate Increase=1.25 Uniform Loads (
pin Vert: 14=-
62, 4-5=-22, 5-7=-23, 7-10=-22, 15-18=-
21 Concentrated Loads (
lb) Vert: 7=-
290(B) 11 =-365(B) 21 =- I 354(B) 20) 2nd
Dead + Roof Live (unbalanced): Lumber Increase=1,
25, Plate InGrease=1.25 Uniform Loads (
pin Vert: 1-
4=-22, 4-5=-62, 5-7=-63, 7-1 0=-62, 15-18=-
21 Concentrated Loads (
lb) Vert: 7=-
193(B) 1 1=-365(B) 21 =-1354(B) 21) 3rd
Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.
25, Plate Increase=1 .25 Uniform Loads (
pin Vert: 14=-
52, 4-5=-22, 5-7=-22, 7-10=-22, 15-18=-
21 Concentrated Loads (
lb) Vert: 7=-
236(B) 11 =-324(B) 21 =-I 179(6) 22) 4th
Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.
25, Plate lncrease=1,25 Uniform Loads (
pin Vert: 1-
4=-22, 45=-52, 5-7=-52, 7-10=-52, 15-18=-
21 Concentrated Loads (
lb) Vert: 7=-
1 64(B) 11 =-324(B) 21 =- 1 179(B) 23) Reversal:
Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber
Increase=1 .60, Plate Increase=1 .60 Uniform Loads (
pin Vert: 1-
2=47, 2-4=24, 4-5=25, 5-7=20, 7-9=25, 9-10=
1 5, 15-18=-11 Herz: 1-2=-
58, 2-4=-35, 4-5=36, 7-9=36, 9-1 0=26 Concentrated Loads (lb)
Vert: 7=-1
48(B) 11 =-224(B) 21 =-584(B) 24) Reversal: Dead +
0.6 MWFRS Wind (Pos, Internal) Right: Lumber Increase=
1.60, Plate Increase=1,60 Uniform Loads (pin
Vert: 1-2=
15, 2-4=25, 4-5=24, 5-7=37, 7-9=24, 9-10=47,
15-18=-11 Herz: 1-2=-26,
2-4=-36, 4-5=35, 7-9=35, 9-1 0=58 Concentrated Loads (lb) Vert:
7=- 1 60(
B) 11 =-224(B) 21 =-584(B) 25) Reversal: Dead + 0,
6 MWFRS Wind (Neg, Internal) Left: Lumber Increase=1.
60, Plate Increase=1.60 Uniform Loads (pin Vert:
1-2=4,
2-4=-6, 4-5=-5, 5-7=-10, 7-9=-5, 9-10=5, 15-
18=-21 Herz: 1-2=-25,
2-4=-15, 4-5=16, 7-9=16, 9-10=26 Concentrated Loads (lb) Vert:
7=-76(B)
11 =-200(B) 21 =-574(B) Industries, Inc, Tue Feb
20 1 Standard 26) Reversal: Dead +
0,
6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.
60, Plate Increase=1,60 Uniform Loads (pin Vert:
1-2=5,
2-4=-5, 4-5=-6, 5-7=7, 7-9=-6, 9-10=4, 15-18=-21 Herz:
1-2=-26,
2-4=-16, 4-5=15, 7-9=15, 9-10=25 Concentrated Loads (lb) Vert;
7=-88(B)
I I =-200(B) 21 =-574(B) 27) Reversal: Dead + 0.
6 MWFRS Wind (Pos. Intemal) 1st Parallel: Lumber Increase=
1.60, Plate Increase=1.60 Uniform
Loads (pit) Vert:
1-2=27,
24=37, 4-5=20, 5-7=20, 7-9=20, 9-10=10, 15-
18=41 Herz: 1-2=-38,
24=-48, 4-5=31, 7-9=31, 9-1 0=21 Concentrated Loads (lb) Veit:
7=-142(B)
1 1=-224(B) 21=584(6) 28) Reversal: Dead + 0,
6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=
1 .60, Plate Increase=1.60 Uniform
Loads (pin Vert:
1-2=10,
2-4=20, 4-5=37, 5-7=37, 7-9=37, 9-1 0=27,
15-18=4 1 Herz: 1-2=-21,
2-4=-31, 45=48, 7-9=48, 9-10=38 Concentrated Loads (lb) Vert:
7=-166(B)
1 1=-224(B) 21=584(B) 29) Reversal: Dead + 0,
6 MWFRS Wind (Pos, Internal) 3rd Parallel: Lumber Increase=
1.60, Plate Increase=1.60 Uniform
Loads (pin Vert:
1-2=27,
2-4=37, 4-5=20, 5-7=20, 7-9=20, 9-10=10, 15-
18=41 Herz: 1-2=-38,
2-4=-48, 4-5=31, 7-9=31, 9-1 0=21 Concentrated Loads (lb) Vert:
7=-142(B)
11=-224(B)21=-584(B) 30) Reversal: Dead + 0,
6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=
1 .60, Plate lncrease=1,60 Uniform
Loads (pin Vert:
1-2=10,
24=20, 4-5=37, 5-7=37, 7-9=37, 9-1 0=27,
15-18=4 1 Herz: 1-2=-21,
2-4=-31, 4-5=48, 7-9=48, 9-10=38 Concentrated Loads (lb) Vert:
7=-166(B)
I 1=-224(B) 21 =-584(6) 31) Reversal: Dead + 0.
6 MWFRS Wind (Neg. Intemal) 1st Parallel: Lumber Increase=
1.60, Plate Increase=1,60 Uniform
Loads (pin Vert:
1-2=17,
24=7, 4-5=-10, 5-7=-10, 7-9=-10, 9-10=-0, 15-
18=-21 Herz: 1-2=-38,
24=-28, 4-5=11, 7-9=11, 9-10=21 Concentrated Loads (lb) Vert:
7=-69(B)
11 =-200(B) 21 =-574(B) 32) Reversal: Dead + 0.
6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=
1.60, Plate Increase=1.60 Uniform
Loads (pin Vert:
1-2=-0,
2-4=-10, 4-5=7, 5-7=7, 7-9=7, 9-10=17,15-
18=-21 Herz: 1-2=-21,
2-4=4 1, 4-5=28, 7-9=28, 9-10=38 Concentrated Loads (lb) Vert:
7=-94(B)
11 =-200(B) 21 =-574(B) 33) Reversal: Dead + 0.
75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg, Int)
Left): Lumber Increase=1.60, Plate
Increase=1,60 Uniform Loads (pin Vert:
1-2=-33,
24=-41, 45=-40, 5-7=44, 7-9=-40, 9-10=-33, 15-
18=-21 Herz: 1-2=-19,
2-4=4 1, 4-5=1 2, 7-9=12, 9-10=19 Concentrated Loads (lb) Vert:
7=4 15(
B) 11 =-281 (B) 21 =-908(6) 34) Reversal: Dead + 0.
75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int)
Right): Lumber Increase=1,60, Plate
lncrease=1.60 Uniform Loads (pin TsUT.
Rhiss-*ww%- tldtrs
ow-"' "it . 11. IN t, Anthwy T, Tmbc, 111,
P.L. 0083 4451 St, Lucie
Blvd,
Fort P;eice' FL
34946 Axilinyl.hisilsolll ?J. QW1
isimment"A 40Y lost, is Prohibited .41sw 14 wisivs hosss A 110OH(usles
WRCSUA5 IA07
At Roof Trusses,
RTruss
Type
oof Special Girder
truss.com n: 8.120 s
LOAD CASE(S)
Standard
Uniform Loads (plf)
Vert: 1-2=-33, 2-4=-40, 4-5=-41, 5-7=-31, 7-9=4 1,
9-10=-33,15-18=-21
Horz: 1-2=-1 9, 2-4=-1 2, 4-5=1 1, 7-9=1 1, 9-1 0=1 9
Concentrated Loads (lb)
Vert: 7=-1 25(B) 11 =-281 (B) 21 =-908(B)
35) Reversal: Dead + 0.75 Roof Live (bal.) + 035(0.6
MWFRS Wind (Neg. Int) 1st Parallel): Lumber
Increase=11,60, Plate Increase=1,60
Uniform Loads (plf)
Vert: 1-2=-23, 2-4=-31, 4-5=-44, 5-7=-44, 7-9=-44,
9-10=-37, 15-18=-21
Horz: 1-2=-29, 2-4=-21, 4-5=8, 7-9=8, 9-10=15
Concentrated Loads (lb)
Vert: 7=-1 1 1(B) 1 1=-281(B) 21=-908(B)
36) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0,6
MWFRS Wind (Neg, Int) 2nd Parallel): Lumber
Increase= 1,60, Plate Increase=1 .60
Uniform Loads (plf)
Vert: 1-2=-37, 2-4=-44, 4-5=-31, 5-7=-31, 7-9=-31,
9-1 0=-23, 15-18=-21
Horz: 1-2=-15, 2-4=-8, 4-5=21, 7-9=21, 9-10=29
Concentrated Loads (lb)
Vert: 7=-1 29(B) 11 =-281(6) 21 =-908(B)
RYAN HOMES / SUMMERLAND
Re en nceti -
1 12 2017 Print: 8,120 s Nov 12 2017 MiTe
ID:?sOQvIlzBGko2hFpRYibzzzOpep-nVv_
Jemo Jw' " N Aoth" I 1.4 44' y E ho- 4.1 0.4u ow-, 00" To m
h"P 40- S' t' swk t", V .0 Ww 9, -uft' oft F*wew "-"" ""Wo, w 3, ft'j"d If., tmlol 100 ttltwjlll Anthwy T. Tombo 7,11, P.E. r
80083 N
hut., 1:" k,+, ;'q- .1 t"" 0.0"- 4451 St. Lude Blvd, Fort
Pierce, FL 34946 opytijklc)
2016A I looflfosw Aft1konyt,104010J.1 I Roof fmws Anthony 1, tomb 111, F'('
M&MU, ZEN
WRCSUA5 B01 Nip Girder 1 1
A0259094
0 ----- Nov - -,-- —
Job
Roof Fierce, FL 34946, design@altruss.com Run: 8,12s ov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb - Aloffrussies, Fort Pie 17-:-54:40 2018 Plage ID:?
sOQvIlzBGko2hFpRYibzzzOpep-FhTMkXvRLX4tNDXRry58TOici7hVLsC8QG53?lziBI 1-
0 0f -9, J" -11--l-1-1-1----- I - - - - I - -1 1 -9 11 11 11111 - - --- -- "I'll-1-1-- 1'474--0' 1+7! - - - - -- — 1 -4- 1-
0-0 7-0-0 3-8-0 3-8-0 7-M 1-0-01 GA
11 11,
5A 11 5X8 -- 1.50 11 6x6
11 LOADING (
ps"' SPACING- 2-0-0 CS1. DEFL. in (loc) Ildefl L/d TCLL
20.0 Plate Grip DOL 1.25 TC 072 Vert(LL) 014 11-12 999 360 TCDL
110.0 Lumber DOL 1.25 BC 033 Vert(CT) 0.28 11-12 921 240 BCLL
0.0 Rep Stress Incr NO W13 0.28 Horz(CT) 0,09 8 n1a n/a BCDL
10.0 Code FBC2017f1-PI2014 Matrix -MS Wind(LL) 0.1610-11 999 240 LUMBER -
TOP
CHORD 2x4 SP M 31 *Except* T2:
2x4 SP No.2 BOT
CHORD 2x4 SP M 31 WEBS
2x4 SP No.3 SLIDER
Left
2x4 SP No.3 1-6-0, Right
2x4 SP No.3 1-6-0 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 2-91-2 oc purlins.
BOT
CHORD Rigid
ceiling directly applied or 8-0-6 oc bracing. MTek
recommends----t-h—at--S-,t--a--b-il-ize-rs"an'-d- required cross
bracing be installed during truss erectior accordance
with Stabilizer -Installation guide. REACTIONS. (
lb/size) 2 =
1761/0-3-8 (min. 0-1-8) 8
1761/0-3-8 (min. 0-1-8) Max
Herz 2
59(LC 9) Max
Uplift 2
582(LC 8) 8 =
582(LC 9) Max
Grav 2
1761 (LC 1) 8
1761 (LC 1) FORCES. (
b) Max.
Comp./Max, Ten. - All forces 250 (lb) or less except when
shown, TOP
CHORD 2-
3=-1215/236,34=-3341/1086, 4-
21 =-3490/1203, 5-21 =-3490/1203, 5-
22=-3490/1203, 6-22=-3490/1203, 6-
7=-3341/1086, 7-8=-1215/236 BOT
CHORD 2-
12=-94612997, 12-23=-945/3014, 11 -
23=-94513014, 11-24=-904/3014, 10-
24=-904/3014, 8-10=-906/2997 WEBS
4-
12=0/503, 4-11 =-2671735, 5-
11 =-575/384, 6-11 =-2671735, 6-
10=0/503 NOTES-
1)
Unbalanced roof live loads have been considered for
this design. 2)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat,
11; Expr C; Encl., GCpi=0.18; MWFRS (envelope); cantilever
left and right exposed ; end vertical left exposed;
Lumber DOL=1.60 plate grip DOL=1.60 3)
Provide adequate drainage to prevent water pending.
4)
Plates checked for a plus or minus 0 degree rotation
about its center. 5)
This truss has been designed for a 10,0 psf bottom chord
live load nonconcurrent with any other live cad
s. 6) *
This truss has been designed for a live load of 20.
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members. 7)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 582 lb uplift at joint
2 and 582 lb uplift at joint 8. 8)
Hanger(s) or other connection device(s) shall be provided
sufficient to support concentrated load(s) 240 b
down and 238 lb up at 7-0-0, 123 lb down and 143 b
up at 9-0-12, 123 lb down and 143 lb up at 10-8-0. and
123 lb down and 143 lb up at 12-3-4, and 240 lb down
and 238 lb up at 14-4-0 on top chord, and 365 lb
down and 82 lb up at 7-0-0, 88 lb down at 9-0-12, 88
lb down at 10-8-0, and 88 lb down at 12-3-4, and 365
lb down and 82 lb up at 14-3-4 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others, 9)
In the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (6). LOAD
CASE(S) Standard
1)
Dead + Roof Live (balanced): Lumber Incroase=1 .25 Plate
Increase=1,25 Uniform
Loads (pit) Vert:
14=-60, 4-6=-60, 6-9=-60, 13-17=-20 Concentrated
Loads (lb) Vert:
4=-193(B) 6=-193(B) 12=-365(8) 11 =-70(B) 5=-
123(B) 10=-365(B) 21=-123(B) 22=-123(B) 23=-
70(B) 24=-70(B) PLATES
MT20
GRIP
244/
190 Weight:
100lb FT=O% 12111LJJ[
Anthony
T. lombD :11, PE, z
80083 4451
St. Lucie Blvd. 4lifuthl
0 2016 A I loot I'Mut I Aollismy I . heirbo 111, P1. Reprede(tion of loo imantiv, in any (win, is lifohibileal wiflocul the wil"ea littainkst" front k I goof Nuns Whaft, 1, Iamb 111, P'L Port
Piet(e, FL 34946 A
Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND
WRCSUA5 602 Hip
A0259095
0 Job Reference o tional
Al Roof Trusses, Fort Pierce, FL 34946, design attruss.com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb 20 17:54:41 2018 Page
ID:?sOQvitzBGko2hFpRYibz7zOpep-jut kxtw46gCk?N6dPfcN?bFsyX2X4M_ItwgeXTzj89i
1-0-0 6-0 5 9-0-0 12 4 0 15 311 21 4-0 22.4-0
1 0_+ 6-0-5 - ----_. i 2-11-11 --.i..__ -- 3-4 0 i - - 2-11-11 _—_ 6-0-5 1-0-0i-1-0-0
40 --
4x4 :--
Dead Load QeB. = 1!8 in
v
9
Io
3z6 I I 3x4 :-
3x4-
3x4 = 3x6 11
C----- -----...
Plate Offsets
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0,43 Vert(LL) 0.12 11-20 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) 0.26 11-20 978 240
BCLL 0.0 Rep Stress Incr YES WB 0,12 Horz(CT) 0.03 9 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.10 13-16 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0,
Right 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-6-7 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 6-5-8 oc bracing.
IMiTekrecommendsthatStabilizersandrequired
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 - 913/0-3-8 (min.0-1-8)
9 - 91310-3-8 (min.0-1-8)
Max Harz
2 - 74(LC 13)
Max Uplift
2 - 260(LC 12)
9 - 260(LC 13)
Max Grav
2 - 913(LC 1)
9 - 913(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-838/87, 3-4=-1444/1057,
4-5=-1220/916, 5-6=-1095/885,
6-7=-1220/916, 7-8=-1444/1057,
8-9=-838/87
BOT CHORD
2-13=-819/1282, 12-13=-569/1095,
11 -1 2=-569/1095, 9-11=-824/1282
WEBS
4-13=-310/347, 5-13=-171/305,
6-11=-171/305, 7-11=-310/347
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) . This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 260 lb uplift at
joint 2 and 260 lb uplift at joint 9.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 97 lb FT = 0%
tuun-Iheze tkoryll. teexxt5t'o,tJG-ICGS S61krk 6CNitki [EdYSt(;a@111fxS Cd41 8 NT„1 A;INSAI:ttEE"fne. lePuleup tmaaeinsert seel elves ntks Enseesgkre,q{q R;m tln Miarl. tsmk 9>t.E ldetrcs'.deai e nt dNtss NFs•ist naN loHt ttlO. ry
IUti9.uaewi a. kXik enl tMMi%D le to e04. ist skasyt kgeen= t <nsNNe Gp+ev,:lt sadxmtk0 efteseNxmxupxa;<dw Nkns eed x{srt'kg tsdas klgtq ae ees!; Mt sxra F•u l:Fnedwneum, Walht Anthony T. TOtTihO te, P.E.
W rodasf 5rmia•Nogisge asep9pNhNttn'.1aui.WQe»rsas*raH epa e ik twtoq ke'K, a[n aaae d to KA, A"*WWe <iw"aWeWMl!"F;¢dWo eA M!44 e0MBass.ro;Nb"kah'ro}uwyt P1ww. W k-lAt 4 0 Y$0083
ux R.;ea¢irs^a(eaaavi. tk row.e ena k ten aM ror Krcn e lnleian Nps P+Imry Lanatu Spm ia't'a'4M F snas!a rawsxi x aMxxed4n pm@gr+zar ttdpe5eea ae esp*a ad,m; m: fees 9le Lrs: (rtsgar ins &sieaAen aq,nss #an4e>+sn_wks> 4451 St. Lucie Blvd.
e3narK Fdiate t7e"I'V tpeetemea evttkp h d(iwr^r —ud 4t lrra:tts ai nnis lr`Xx [anti 9n4ur, ut ., SisxF iue'eanrAMe{ Ali wit l4k ie•mswni+fmsl,e Efl 1. Fart P'ene, FL 34946
Cepyri}4t 1910t-MRoafGasses AMkaoyt,tombsIil.F.E. ktpsodoolomofikndorommi'maerlotm,itptoAingtdAcusthewmeoptimiuiaehemAItentItmo-Aotdon{t.tomtoill,P_f.
SUMME
WRCSUA5 B 03 Common 96
Al-Ro-o-f Truss-- -----2017 -
12 1 A02590
Jab Ref¢rence optional
Trusses, Fort Pierce, FL 34946, design@al truss,com Run: 8.120 s Nov 12 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc, Tue' Feb -20-17:54:42 2018 Page
ID:?sOQvilzBGko2hFpRYibzzzOpep-G4b69Dxit8KbdXgqyM7cYpnlwxl6pnSRtaaA4vzjBI
14-1
6-5-7 4-2-8 4-2-9 6-5-8
4x4 -
3x6 11 5X8 -3x6 11
LOADING (psf) SPACING- 2-0-0 I CS1. DEFL. in (loc) I/def! Ud
TCLL 20.0 Plate Grip DOL 1,25 1 TC 0.41 Vert(I-L) 017 10-17 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.35 10-17 726 240
BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.03 8 n/a We
BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.06 10 999 240
LUMBER -
TOP CHORD 2x4 SP No,2
BOT CHORD 2x4 SP No,2
WEBS 2x4 SP No,3
SLIDER
Left 2x4 SP No3 1-6-0,
Right 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-7-11 oc
purfins.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
Mitek recommends that - S ta b i I i ze--rs-and required
cross bracing be installed during truss erection, in
accordance ---- with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 91310-3-8 (min, 0-1-8)
8 = 913/0-3-8 (min. 0-1-8)
Max Horz
2 = 86(LC 12)
Max Uplift
2 274(LC 12)
8 274(LC 13)
Max Grav
2 913(LC 1)
8 913(LC 1)
FORCES. (lb)
Max. Comp,/Max, Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-923/55, 3-4=-1433/1075,
4-5=-1 127/850, 5-6=-1 127/850,
6-7=-143311075,7-8=-923/55
BOT CHORD
2-10=-832/1271, 8-10=-837/1271
WEBS
5-10=-394/604,6-10=-370/444,
4-10=-370/444
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat, 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Plates checked for a plus or minus 0 degree
rotation about its center.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads
5) * This truss has been designed for a live load of
20,Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 274 lb uplift at
joint 2 and 274 lb uplift at joint 8.
LOAD CASE(S)
Standard
Dead Load Defl. - 3116 in
PLATES GRIP
MT20 244/190
Weight: 96 lb FT = 0%
11"', "T,-- t*,& I Inc, iussti -siHarl rAvil, ittini A (n frift kup pon..M., W nA,*s .1*, IN,r N-4}W th, Ae., I 1W. T. I t to. 9*1, 004 . A, Ilif Anthony
1, Tombo 717, P.E. 14VWWdalW.'n'h* 0 80083 4451
it. Lucie Blvd, opy"
IM0 2016A I 1"Mmes Anllaay L tamba 111 PJ. hPID4.11i0f III Ms 11()Wnllnl, In ant two, is pioliblInd -401 tht -rMe-PfIM,svo0horn A I lothiso 4ittar7l, Tombs, 111, P.R. Foot Pde,
ce, FL 34946
Job Truss Truss Type
W RCSUA6 B04 Common
Qty I Ply I RYAN 9
A0259097
ID:?sOQvilzBGko2hFpRYibzzzOpep-gG8VMYyKeSSSFhFOW4eF40KB(
6-5-7 10-8-0 14- 0-8
6-5-7 4 4-2-8
1
4-2-9 6-5-8
4x4 -
3x6 11 5x8 - 3x6 11
10-8-0 M
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/def! Ltd
TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 014 9-12 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0*62 Vert(CT) 0,31 9-12 824 240
BCLL 0.0 Rep Stress Incr NO W8 0,24 Horz(CT) 0.03 8 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.06 9-12 999 240
LUMBER -
TOP CHORD 2x4 SP No,2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0,
Right 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-6-0 oc
purfins,
BOT CHORD
Rigid ceiling directly applied or 7-11-0 oc bracing.
maekrecommends - that --- Stabilizers- and r-e-q-u-ir-e--d------- I -
I cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide. REACTIONS. (
lb/size) 8
887/Mechanir-al 2
953/0-3-8 (min. 0-1-8) Max
Horz 2 =
95(LC 12) Max
Uplift 8
227(LC 13) 2 =
255(LC 12) Max
Grav 8
887(LC 1) 2 =
953(LC 1) FORCES, (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-914/34, 3-4=-1496/1054, 4-
5=-1 178/834, 5-6=-1 178/834, 6-
7=-1500/1057, 7-8=-950/82 BOT
CHORD 2-
9=-844/1327, 8-9=-84811332 WEBS 5-9=-387/
629,
6-9=-388/444, 4-9=-382/439
NOTES- 1) Unbalanced roof
live
loads have been considered for this design. 2) Wind:
ASCE 7-
10; Vult=150mph (3-second gust) Vasd= 1 16mph; TCDL=
5.Opsf; BCDL=5.Opsf; h=25ft; Cat, 11; Exp C;
Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(
2) zone; cantilever left and right exposed; end vertical left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate
grip DOL=1,60 3) Plates checked for
a plus or minus 0 degree rotation about its center.
4) This truss has
been designed for a 10,0 psf bottom chord live load nonconcurrent
with any other live loads. 5) * This truss
has
been designed for a live load of 20.Opsf on the
bottom chord in all areas where a rectangle 3-6-0
tall by 2-0-0 wide will fit between the bottom chord and any
other members, 6) Refer to girder(
s) for truss to truss connections. 7) Provide mechanical connection (
by others) of truss to bearing plate capable
of withstanding 227 lb uplift at joint 8 and 255
lb uplift at joint 2. LOAD CASE(S) Standard
1) Dead + Roof
Live (
balanced): Lumber Increase=1.25 Plate Increase=1.25
Uniform Loads (plf) Vert:
1-5=-62,
5-8=-63, 10-14=-21 Dead Load Dell, = 1/
8 in I PLATES GRIP MT20
244/
190 Weight:
94 lb FT =
0% Anthcoy I . T onibo
Ili, P, E, 4451 St, Lucie Blvd,
u— gem ,, ('00 q,xOW-04. pw», 0." For* Poke, R WA6 Aahoayl lomh410.1"t,
Whoyl.14.411i P.E.
WRCSUA5 ICA
Truss Type Qty Ply RYAN HOMES/ SUMMERLAND
Corner Jack 10 1
A0259098
Pierce,
1 ) ---- - ----- --- - -- - I
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb 20 17:54:44 2018 age 1
ID:?sOQvl(zBGko2hFpRYibz7zOpep-8TitauyyPlaJsqqC4n94dEtRIlDWHkYkLu3G8ozjB99
0-11-11
1.5x4
0-11-11
LOADING psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/def! L/d
TCLL 20,O Plate Grip DOL 1.25 TC 0.17 Verl(LL) 0.00 5 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0,02 Vert(CT) 0.00 5 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2017rrPI2014 Matrix -MR Wind(LL) -0.00 5 999 240
LUMBER -
TOP CHORD 2x4 SP No,2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 0-11-11 oc,
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MITek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide._
REACTIONS. (lb/size)
3 = 10/Mechanical
4 5/Mechanical
5 150/0-3-8 (min. 0-1-8)
Max Harz
5 37(LC 9)
Max Uplift
3 10(LC 1
4 = 5(LC I )
5 88(LC 8)
Max Grav
3 12(LC 8)
4 11 (LC 3)
5 = 150(LC 1)
FORCES. (1b)
Max. Camp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd=l 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat, 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1,60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Bearing at joint(s) 5 considers parallel to grain value
using ANSItTPI 1 angle to grain formula. Building
designer should verity capacity of bearing surface.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 10 lb uplift at
joint 3, 5 lb uplift at joint 4 and 88 lb uplift at joint 5.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 5 lb FT = 0%
01
W..q
Anthony T. R,,mtro 111, u.E.
Z 80083
4451 St. Lucie Blvd.
Fort Metce, FL 34946
op,#10 2MA I todimm ArilhoftylAoMbOULP.t. Wflmwi Aflthm!IJQfflt0111'PJ'
WRCSUAS I CJ2 Corner Jack 14 1
s Nov 12 2017 Print: 8,120 s Nov 12 2017
I D:?sOQvl lzBGko2h F pRYibzzz(
1-5-11
2x4 =
LOADING psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 7 999 360
TCDL 10.0 Lumber DOL 1,25 BC 0.02 Vert(CT) 0.00 7 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2017(fP12014 Matrix -MP Wind(LL) 0.00 7 999 240
LUMBER -
TOP CHORD 2x4 SP No,2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 1-5-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that- Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 - 25/Mechanical
2 = 139/0-8-0 (min. 0-1-8)
4 = 13/Mechanical
Max Horz
2 = 47(LC 8)
Max Uplift
3 - 14(LC 12)
2 = 101(LC 8)
Max Grav
3 - 25(LC 1)
2 = 139(LC 1)
4 = 21(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center,
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) e This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 14 lb uplift at
joint 3 and 101 lb uplift at joint 2.
LOAD CASE(S)
Standard
Industries, Inc. Tue Feb 20 17:54:44 2018
PLATES GRIP
MT20 244/190
Weight: 6 lb FT = 0%
ianxp-iteeu tlx«ryAfr rn.nx ra'FI IJCflt ti6?'SZ,EEr'6fA;^tR: I{1!$y("R4rytt'%$r3;t u k`;rk'i1CU'ti4Atfitrl-ItEA Milp p edaS Wic;9 arts nt I e s 9e.nr Mne+{;ffC;.10rt i.MrPl laaAa 9.t.EldM tFkx!b'a°t axe. UNess rna; eta uad s rlPA. ahr
Mfkr(Na!btrAZS mAikeiNMtbtlx}tf%NM[. A,e'tnS Pulp [epar f, Slti'MM,4.w10QvgitSiM%M(-41 tp:{µSNARI*of tWr ON SVi TWS kfl'o.1.i06Mh"WM.iAnthony T. Tmoii,P.L N. z
80083 Nak+t8aq*
nae(tt¢..i,am,eaenme tOP eal pe panaa af}wfM tsANe Wfkal trepan uxs tNe men ax; Nlt srua a,tane tmAnSsAd er.°x,n,yeyx,, trlW'N4s43 espmA+tau as dz,na,haiflrupa.inspia+xi ns ratt a xsi 44S1St, Lucie Blvd. F'Ake9tAOwep4.e^
u@i'Vo-4,04lyAll Ik1XiNtwt 4,1—U'4pE f.ACTNAe iBCio-ptt-e i. nic"mE#y—r., WOM aU 11d414* 1d 1411W11TPI FJrt P;erce, FL 34946 fapyriRgi 17p16 Ad kool
busses - Anlhanp [. }ombo llh F.f. Rtpeodoaion of ik" kummt. io ony lum, o pruki6iied dw lie xunea parmiw n ham A I Roof Imm Aaitim lJoinWIL KI,
WRCSUA5 ICJ3 I Comer Jack lus
RYAN HOMES /
A02591000
truss.rorn Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb 20 17:54:45 2018 Page 1
ID:?sOQvllzBGko2hFpRYibzzzOpep-cfGFnEzaA3iAU_POeVhJARPbDBYQOAotaYpqhEzi898
2-1 - I - - - I - 1
2-11-11
1.5x4
LOADING (psf) SPACING- 2-0-0 CS1, DEFL. in loc) I/defi Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 012 Verl(LL) 0.00 4-5 999 360 MT20 244/190
TCDL 10,0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.01 4-5 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n1a
BCDL 10.0 Code FBC2017ITP12014 Matrix -MR Wind(LL) 0.00 45 999 240 Weight: 11 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No,2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-11-11 oc
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing._
mifek recommends that Stabilizers- and required
cross bracing be installed during truss erection, in
al"c"cordancE! with Stabilizer 'Installation guide. __
REACTIONS. (lb/size)
3 69/Mechanical
4 = 28/Mechanir-al
5 = 19410-3-8 (min. 0-1-8)
Max Horz
5 = 69(LC 12)
Max Uplift
3 = 57(LC 12)
5 72(LC 8)
Max Grav
3 69(LC 1)
4 51 (LC 3)
5 = 194(LC 1)
FORCES, (lb)
Max, Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-5=-166/258
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=l 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft:
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1,60
2) Plates checked for a plus or minus 0 degree rotation
about its center,
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Bearing at joint(s) 5 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verity capacity of bearing surface.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 57 lb uplift at
joint 3 and 72 lb uplift at joint 5.
LOAD CASE(S)
Standard
wl.'1CfilH vo! ifirrotl)01'"'04 Sweo t"; 1"W H MWwnw' IN k'fl 0, Tk'o' lt't' (q*.* IN* Y w M I Anthony T. Tmbi) 11, ;),E, I a tk " 0"", 0 N K 1, it, t to * k.t'q!* W, IN .1 t. V tal ! kM " 't 4, c" ""t w, W 0". 'W" N 0
7 80083
4
4451 St -Lade Blvd
Fott Pztce, FL 34946
qyught 0 21110 A I loaf 119sm Aflikoly I. forabo III, F.E. ttProiQ'1ia of focumonb la 4RV Wet, it ptohibiled .0001 Ilt wineo permiWoo hom A I Roof Iraws Whoft, 1, lomto III, F.E.
WRCSUAS CJ5 Corner Jack 10 1
A0259101
At Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb 20 17:54:46 2018 Page i
ID:?sOQvIlzBGko2hFpRYibzzzOpep-4rgd_a_CwNr168_bBCCYifyi9YsSld21 oCYNDgzjB97
1-0-0 4-11-11
1
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.02 4-5 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) 405 4-5 999 240
BCLL 0.0 Rep Stress Incr YES WB 0,00 Horz(CT) 0.02 4 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) 0.03 4-5 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP N0.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-11-11 oc
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MITek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide
REACTIONS. (lb/size)
3 - 127/Mechanical
4 = 55/Mechanical
5 = 268/0-3-8 (min. 0-1-8)
Max Horz
3 - 109(LC 12)
Max Uplift
3 = 48(LC 12)
5 - 130(LC 12)
Max Grav
3 - 127(LC 1)
4 - 89(LC 3)
5 = 268(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-5=-242/456
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) w This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Bearing at joint(s) 5 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 48 lb uplift at
joint 3 and 130 lb uplift at joint 5.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 17 lb FT = 0%
Water h1(fedp fwroeks wd trod apzmta,T:ns IN hoond tank f;.f-E Mo.,sew Edeame. Qel"r ON ue nded s lk Too.,,
Nll-moonAn*hony T. Tombo it:, P.E. wdaud
rists 3.sytdthgisik respeaklmd449.aeik Pesi se ba?N ateate tk Mifngoes,{a.,atb: san Atk lR(. a%d: of Ne krazh#ay dv sd lRL le quna diktoo .4enhdlnedKe'nss.u.ledq isdfiq. ss e .inmllNw wf kx»x,ed kes nsfors S:nd 80083 M CMNay9a
a WCaM<- 4i. al u.we ae lot sl ru pxnasor4fvddmWme 4A6e1 tmspaaa 500,'osnnd(ryedsknk T§nd All ae rdaeav* It— "4." 1C-In§mi dr rspoad mes nfdats rt#xtr+v ika a.l;xss 9esga soma aaa trcs f4a4aera-suss 4451 St, Lucie Blvd, dawlse ddogI
kf a:menteftedgs a xamq hill fares aasu d It, tmr,tcq'Exp 'e dtt RR Imles) 3esir. aT's, u,em Pfau Emg, .1*4 All tonimxa4*- ne asddndss iitI Fort Pierce, FL 34946 41 CapnithI02016AiRoefbusses-AnihonyLlomhoU4, P.E. Reprodu0ionoflosshomem,Inanyform,isprohihiledwiihoutthewrittenpermissionhamA-I RoofGesses AmhonyT.TomhaIII, R.t.
Job Truss Truss Type
I
Qty Ply RYAN HOMES / SUMMERLAND
WRCSUAS D01 Hip Girder 1 1
A0259102
1 Roof Trusses, Fort Pierce, FIL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc, Tue Feb 20 17:54:48 2618 Page 1
ID:?sOQvllzBGko2hFpRYibzzzOpep-OEyNPG?TS_5kLS8zJdEOn410JMMDDKYKGW1 UHzzjB95
1-0-0 3-0-0 8-1-15 13-2-1 1l - -0 21 4-0 22-4-0t0- f _-___..3-0-0 -- {----.-__... 5-1 _ t5 -- - --- L_..__..__- - - - -5-0-3 -- — --- 5 1-15 - - - — I- 3-0-0 I- i -O-0-I
u GO G7 SV it
3x4 _. 1.5z4 I 5x8 -_-'
5x10 MT20HS==
5x6 ==
3-0-0 8-1-15 13-2-1 1t3 4 0
3-0-0 5 1-15 5-0-3 5-1-15
Plate OffsetstX Yj_L3:0-1-8,0 2 4j, s o-1-8o-2-41, 0- 3 0z0 1_-12j I12A-4 0,0 1-12j ___,
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0,41 10-12 630 360
TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(CT) 0.83 10-12 307 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.90 Horz(CT) 0.09 7 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.54 10-12 476 240
LUMBER -
TOP CHORD 2x4 SP No.2 'Except'
T2: 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-10-0 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 5-3-3 oc bracing.
MITek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.__ _
REACTIONS. (lb/size)
2 = 1075/0-8-0 (min.0-1-8)
7 - 1076/0-8-0 (min. 0-1-8)
Max Horz
2 = 28(LC 5)
Max Uplift
2 = 459(LC 4)
7 - 459(LC 5)
Max Grav
2 = 1075(LC 1)
7 - 1076(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2818/1098, 3-20=-4964/1965,
20-21=-4964/1965, 4-21=-4964/1965,
4-22=-4964/1965, 22-23=-4964/1965,
23-24=-4964/1965, 5-24=-4964/1965,
5-25=-4970/1970, 25-26=-4970/1970,
6-26=-4970/1970, 6-7=-2820/1098
BOT CHORD
2-13=-1006/2656, 13-27=-1006/2680,
27-28=-1006/2680, 12-28=-100612680,
12-29=-1925/4970, 29-30=-1925/4970,
11-30=-1925/4970, 10-11=-1925/4970,
10-31=-1009/2681, 31-32=-1009/2681,
9-32=-1009/2681, 7-9=-1009/2658
WEBS
3-12=-931/2346, 4-12=-330/214,
5-10=-331/214, 6-10=-935/2351
WEBS
3-12=-931/2346, 4-12=-330/214,
5-10=-331/214, 6-10=-935/2351
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) Plates checked for a plus or minus 0 degree
rotation about its center.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
7) ` This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 459 lb uplift at
joint 2 and 459 lb uplift at joint 7.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 96
lb down and 111 lb up at 3-0-0, 40 lb down and 47 lb
up at 5-0-12, 40 lb down and 47 lb up at 7-0-12, 40 lb
down and 47 Ib up at 9-0-12, 40 lb down and 47 Ib up
at 11-0-12, 401b down and 47 Ib up at 12-3-4, 40 Ib
down and 47 lb up at 14-3-4, and 40 lb down and 47
lb up at 16-3-4, and 96 lb down and 111 lb up at
18-4-0 on top chord, and 45 lb down and 37 lb up at
3-0-0, 18 lb down and 14 lb up at 5-0-12, 18 lb down
and 14 lb up at 7-0-12, 18 lb down and 14 lb up at
9-0-12, 18 lb down and 14 lb up at 11-0-12, 18 lb
down and 14 lb up at 12-3-4, 18 lb down and 14 lb up
at 14-3-4, and 18 lb down and 14 lb up at 16-3-4, and
45 Ib down and 37 lb up at 18-3-4 on bottom chord.
The design/selection of such connection device(s) is
the responsibility of others.
Dead Load Dell. = 7/16 in
1A
6
1.5x4 11
3x4 :--
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 93 lb FT = 0%
10) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead * Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 3-6=-60, 6-8=-60, 14-17=-20
Concentrated Loads (lb)
Vert: 3=-23(B) 6=-23(B) 11 =-1 8(B) 13=-43(B)
9=-43(B)20=-10(B)21=-10(6)22=-10(6)23=-10(B)
24=-10(B) 25=-10(B) 26=-10(B) 27=-18(B)
28=-18(B) 29=-18(B) 30=-18(B) 31=-18(B)
32=-18(B)
6aa" Huu Ma+yM, raneahe'&IVC`€IPcsfs?"SlllIrk Walk IfIMSie€W,fl_Idaexe Aensnre ns. UMea dkr.¢e ddN ealke iDD-aer Mlles
taami gMel ilsNN+sN hr ek trDhk,dM. 4se FrK: De:Ige Esgaen re rx nXr t+paeH,he sWnMt t00 epesMtmrtena:edhr grdn4x¢l eegxeerhg rsxgauND%}•Itth gaa"IN s1{ec tnud»vtNxtk tDO adr. eaW lfi-I. kNaga nungrne: Irelap;gMhes. taldillry Anthony T. Tombo ill, P.E. ad
nsedrishrssaa eee rniu+gnheecpesiMlmdik bxr.MRQ«uts+ass:nea+s rk rating Resipe at4a;edmdla lM.»:'1:Mhe ladlmM'rr,:Nr aA RFI.'k 1s+.d III, Jilt aNW law +,,dhc?ms,al.64 kMhrg.m:ge.ebDrn. uekaxg,ld ae!"s nsgms Aaayd z$0083 Ik
Fa 1>Ry desk pt(s,-roe.- Ali .,t 3w—thr Ti IN gralrtes fpshlmsdhe 4144(ta aw Saw ld.'".'tfsr• g+M.Mt, tB+NSIXAaard—al*ge—talarc. iF•i.i WeBwEi h+•ngmsar;ese+4 dos;sd9eh*ssLhag+eria!!4n1r>>agraa :aA tr+ss MLMtdMa. xhss ola—(
dick lr s.lMrcel lgreed+xe tKtnpky dl gatesun*0 lk hesswg,E eea is 10N11Nng 9esµaar. a les S111114-1-daylalM4 All mf MnNkaaaa ae as ideef h INL Fort er. 41 , FL 3494 FortPierce, fE 343a6 epnighl@2D16
Af tool !susses -Anthony 1.tom60 ill, P.E. Replodnaioe of lkil docamen6 inany form, isprohi6iled withasd Me.rrttlea parmstsiad hom A taughalscs-Aathonyttemdo Ul, P.E.
RYAN HOMES / SUMMERLAND
WRCSUAS FG1 FLAT GIRDER I
A0259103
rJob
Reference(9 !qntt _L) MRoofTusses, Fort
Pierce, FL 34946, design@a 1 truss.com Run: Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. TueFeb2017:54:482018 Page ID:?sOQvIlzBGko2hFpRYibzzzOpep-
OEyNPG?TS_5kLS8zJdEOn41xCM05DTYKGW1UHZzjB I10-10 -
10-7-4 8 2-10-
10 1 2-6-14 2-6-14 2-&14 2-6-14 2-&14 2-6-14 Z-54 - -% Dead Load
Deft, = 9116 in 4x8 -- 44 : =
700
MT201-1a- 4x4 , 2x4 11 4x4 -- 44 = 4x6 ---, 48 = 2-
10-
10 5-5--'8 - ------- 4 " I8 0 61-- 10-7-4 1- ---- 13-2-2 4 ---------- 1_-2-8 .. ....... .. ... 2-5-
2 2-6-14 2-6-14 2-6-14 2-6-14 2-6-14 2-6-14 2-10-10 151- "t-
O-0-s-e- fs-'(- [11 6:0-5-0t074 81 1--------------- LOADING (
pso
SPACING- 1-6-0 CS1, DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.
0 Plate Grip DOL 1.00 TC 0.94 Vert(LL) 0.28 14 903 360 MT20 244/190 TCDL 10.
0 Lumber DOL 1.00 BC 0,81 Vert(CT) 0.83 14 301 240 MT20HS 187/143 SCILL 0.
0 Rep Stress Incr NO WB 0.32 Horz(CT) 010 10 n1a n1a BCDL 110.
0 Code FBC2017fTP[2014 Matrix -MS Wind(LL) 0.27 14 931 240 Weight: 235 lb FT = 0% LUMBER - TOP
CHORD
2x4 SP M 30 BOT CHORD
2x6 SP 240OF 2-OE WEBS 2x4
SP M 31 *Except* Wl: 2x6
SIP No.2 BRACING - TOP
CHORD
Structural wood
sheathing directly applied or 2-1-4 oc purlins, except
end verticals. BOT CHORD
Rigid ceiling
directly applied or 10-" oc bracing. REACTIONS. (lb/
size) 18 = 3265/
0-7-4 (min, 0-1-8) 10 3265/
0-7-4 (min. 0-1-8) Max Horz
18 = 29(
LC 6) Max Uplift
18 = 17(
LC 4) 10 72(
LC 5) Max Grav
18 3290(
LC 2) 10 = 3290(
LC 2) FORCES. (lb)
Max. Comp./
Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
1-18=-
705/165,1-19=-575/0, 2-19=-575/0, 2-20=-
6933/0, 3-20=-6933/0, 3-21 =-
I 2355/0, 4-21 =-I 2355/0, 4-22=-
15328/0, 5-22=-15328/0, 5-23=-
1 5282/0, 6-23=-15282/0, 6-24=- 12152/
0, 7-24=- 12152/0, 7-25=-6941/
0, 8-25=-694110, 8-26=-574/0, 9-26=-574/
0, 9-10=-703/220 BOT CHORD 17-
18=0/
6933, 16-17=0/1 2167, 15-16=0/
1 5328, 14-15=0/1 6947, 13-14=011
6947, 12-13=0/15213, 11-12=0/12152, 10-11=0/6941
WEBS 8-1 0=-6761/0, 2-18=-
6751/
0, 8-11 =0/1 693, 2-17=0/1 698, 7-11 =-5553/
0, 3-17=5577/0, 7-12=0/1
252, 3-16=0/1 239, 6-12=-3287/0, 4-16=-3192/0,
6-13=0/454, 4-15=0/424, 5-13=-1774/0,
5-15=-1725/0, Continued on page 2 WEBS 8-10=-6761/0, 2-
18=-6751/0, 8-
11=
0/1693, 2-17=0/1698,7-11=-
5553/0, 3-17=-5577/0, 7-12=0/1252, 3-16=
0/1239, 6-12=-3287/0, 4-16=-
3192/0, 6-13=0/454, 4-15=
0/424, 5-13=-1774/0, 5-15=-1725/0, 5-14=
0/270 NOTES- 1) 2-ply truss to be connected together with
1
Od 0. 13 VxY) nails as follows: Top chords connected as
follows: 2x6 - 2 rows staggered at
0-9-0 oc, 2x4 - 1 row at
0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at
0-9-0 oc. Webs connected as follows:
2x4 - 1 row at 0-9-
0 oc. 2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face
in the LOAD CASE(S) section, Ply to ply connections have been
provided to distribute only loads noted as (F) or
B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=
150mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=
25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left exposed; Lumber
DOL=11.60 plate grip DOL;=1 .60
4) Provide adequate drainage to prevent water poncling. 5) All
plates are MT20 plates unless otherwise indicated.
6)
Plates checked for a plus or minus 0
degree
rotation about its center, 7) This truss has been designed
for a 10.0
psf bottom chord live load nonconcurrent with any other live loads. 8) *
This truss has been designed for a live
load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members. 9) Provide mechanical connection (
by others) of truss to bearing
plate capable of withstanding 17 lb uplift at
joint 18 and 72 lb uplift at joint 10. 10)
Load case(s) 2, 14, 15, 16, 17, 18
has/have been modified. Building designer must review loads to verity that they
are correct for the intended use of this
truss. 11) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 390 lb down
and 211 lb up at 0-2-12,
65 lb down and 19 lb up at 1-0-0, 134 lb down and 63
lb up at 3-0-0, 208 lb down and 124 lb up at 5-0-0, 282
lb down and 84 lb up at 7-0-0, 282 Ito down and 84
lb up at 9-0-0, 282 lb down and 84 lb up at 10-7-4, 282
lb down and 84 lb up at 12-2-8, 282 lb down and 84
lb up at 14-2-8, 208 lb down and 124 lb up at 16-2-8,
134 lb down and 63 lb up at 18-2-8, and 65 lb down
and 19 lb up at 20-2-8, and 390 lb down and 265 lb
up at 20-11-12 on top chord. The design/selection of such connection device(s)
is the responsibility of others. LOAD CASE(S)
Standard 1) Dead + Roof Live (balanced): Lumber
Increase=1 .00
Plate
Increase=1.00 Uniform Loads (plf) Vert: 1-9=-
155, 10-18=-15
Concentrated Loads (lb)
Vert: 1 =-390 9=-390 8=-1 34
2=-1 34
5=-282 19=-65 20=-208 21=-282 22=-282 23=-282 24=-282 25=-
208 26=-65 2) Dead + 0.75 Roof Live (balanced) +
035 Attic Floor: Lumber
Increase=1 .00, Plate Increase=1 .00 Uniform Loads (plo
Vert: 1-9=-177, 10-18=-15 Concentrated
Loads (lb) Vert:
1 =-324 9=-324 8=-I 16
2=- 116 5=-
246 19=-56 20=- 181 21 =-246 22=-246 23=-246 24=-246 25=-
181 26=-56 14) Dead: Lumber Increase=0.90, Plate
Increase=0.90 Pit
metal=0.90 Uniform Loads (plo Vert: 1-9=-165,
10-18=-15 Concentrated
Loads (lb) Vert:
1=-127 9=-127 8=-63 2=-
63 5=-140
19=-27 20=-101 21=-140 22=-140 23=-140 24=-140 25=-
101 26=-27 15) Dead + 0,75 Roof Live (bal.) +
0.75 Attic Floor +
0.75(0.6 MWIFIRS Wind (Neg. Int) Left): Lumber Increase=
1.60, Plate Increase=1.60 Uniform Loads (plo Vert:
1-9=- 118, 10-18=- 15 Horz:
1-18=23
I t' stc,", f"."; It .0 . W
100 Wnw' . outp- 0
fee 1"A MO tq-t "'M411f 4,14 M'Rc 0 Anthony T. Tombo 111, P.E.F, 94"NalrhW ONT z 80083 P-I'v 11, 1%, IN14N
P' We rtoloel Or. 1-
don tr i#W' Iwo .I ,W+41. tAtASUA ....... rt't W *t' 0 It, 1 N.", F.". M ktoh'4451 St. Lucie Blvd, DO tt'r €" a W t,' t.*" 4qq . 1.- 4' .(WOM
4! wlo'M o' ite'd . "I I fart P,erce, FL 34946 Gpt"Jhl 0 2016 A I Roof Ganes Aolh.fy I. lombt
111, PA, 4ptoduatoo, of lommi'm Q.V tot., 4 poilh,led About the -neo PtInons,ov fromfromA I Rot home, N kath,of 1, lomho fit, , zt
J00 1 russ i cuss type Uty Ply RYAN HOMES / SUMMERLAND
WRCSUA5 FG1 FLAT GIRDER 1 1 `
A0259103
2
truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb 20 17:54:48 201
ID:?sOQvilzBGko2hFpRYibzzzOpep-OEyNPG?TS-5kLS8zJdEOn41 xCM050TYKGW1
LOAD CASE(S)
Standard
Concentrated Loads (lb)
Vert: 1 =80 9= 121 8=42 2=42 5=48 19= 13 20=83
21=48 22=48 23=48 24=48 25=83 26=13
16) Dead + 0.75 Roof Live (bat.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber
Increase=1.60, Plate Increase=1.60
Uniform Loads (pit)
Vert: 1-9=-1 18, 10-18=-15 Horz:
1-18=-6 Concentrated
Loads (lb) Vert:
1=80 9=121 8=42 2=42 5=48 19=13 20=83 21=
48 22=48 23=48 24=48 25=83 26=13 17)
Dead + 0.75 Roof Live (bat,) + 0,75 Attic Floor + 0.
75(0,6 MWFRS Wind (Neg, Int) 1st Parallel): Lumber
Increase=1.60, Plate Increase=1.60 Uniform
Loads (pin Vert:
1-9=-1 18, 10-18=- 15 Horz:
1-18=18 Concentrated
Loads (1b) Vert:
1 =80 9= 121 8=42 2=42 5=48 19= 13 20=83 21=
48 22=48 23=48 24=48 25=83 26=13 18)
Dead + 0.75 Roof Live (bat.) + 0.75 Attic Floor + 0.
75(0,6 MWFRS Wind (Neg, Int) 2nd Parallel): Lumber
Increase=1.60, Plate lncrease=1.60 Uniform
Loads (plf) Vert:
1-9=- 118, 10-18=- 15 Horz:
1-18=-3 Concentrated
Loads (lb) Vert:
1 =80 9= 121 8=42 2=42 5=48 19= 13 20=83 21=
48 22=48 23=48 24=48 25=83 26=13 Nit"
4;0',Rntwfwpowp swo, -.,w . "'too c'pm, o w pftl" "'MAlof 1, tk Wr 0 It, t"Mel . rk, To t, .0 IM I Atift)ny T. Tc)mbo M, P.E. 0
r. 0.0et tAlq mn, folow w kv. * 4 0 r 80083 Vt,,
0 0
4451 St, LUO, Blvd. A! hPloductios of tho totomeol"t GeV (DIM, is pl*hotd e,ilhout the -tta pfmwoe hom k Ilvoll(wes Aprhoprf. lomba 111, F,L wt
P ercQ, R, 34946
WRt SUA5 (FG2 I FLOOR K
A0259104
toof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb 20 17:54:49 2018 Page 1
ID:?sOQvIlzBGko2hFpRYibzzzOpep-UQWmdc05Dl DbzcjAtKIFKHaDCmhOypyTUAn 1 q?zjB94
1-5-2 3-7-3 5-9 12 7-3-13 10-1-3 12-7-8
I 1-5_2 -- -- 2_2-1-----f----- 2-2_9------I--- t-6-1 ;--- —2-9 ------ 4-------Z._5------i
1 3x6 =
2x4 11
1.5x4 II 1.Sx4 II 3x12 = 1.5x4 II
2x4 II
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d
TCLL 40.0 Plate Grip DOL 1.00 TC 0,48 Vert(LL) 0.05 9-10 999 360
TCDL 10.0 Lumber DOL 1.00 BC 1,00 Vert(CT) 0.07 9-10 999 240
BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(CT) 0.01 8 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3 `Except'
W1: 2x6 SP No.2, W5: 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size)
14 = 1797/0-3-8 (min. 0-1-8)
8 - 2294/0-3-8 (min. 0-1-8)
11 = 5898/0-3-8 (min. 0-3-8)
Max Grav
14 - 1812(LC 3)
8 = 2307(LC 4)
11 = 5898(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-14=-1523/0, 1-2=-2031/0, 2-3=-2031/0,
3-4=-2031 /0, 4-5=-3146/0, 5-6=-3146/0,
6-7=-3146/0, 7-8=-1311/0
BOT CHORD
12-13=0/2031, 12-15=-948/0,
11-15=-948/0, 10-11=-948/0,
10-16=0/3146, 9-16=0/3146, 9-17=0/644,
8-17=0/644
WEBS
1-13=0/2277, 4-12=0/3181, 4-11=-4005/0,
4-10=0/4770, 5-10=-422/0, 6-9=0/282,
7-9=0/2703
NOTES-
1) 2-ply truss to be connected together with 10d
0.131"x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-6-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc,
Except member 4-11 2x4 - 1 row at 0-7-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the
LOAD CASE(S) section. Ply to ply connections have
been provided to distribute only loads noted as (F) or
6), unless otherwise indicated.
3) Unbalanced floor live loads have been considered
for this design.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
0.131" X 3") nails. Strong backs to be attached to
walls at their outer ends or restrained by other means.
6) Use USP THD46 (With 16d nails into Girder & 1Od
nails into Truss) or equivalent spaced at 2-0-0 oc max.
starting at 1-3-12 from the left end to 10-11-8 to
connect truss(es) FL08 (1 ply 2x4 SP) to back face of
bottom chord.
7) Fill all nail holes where hanger is in contact with
lumber.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-7=-100, 8-14=-10
Concentrated Loads (lb)
Vert: 13=-1442(B) 12=-1442(B) 10=-1442(B)
15=-1442(B)16=-1442(8)17=-1442(B)
1.5x4 II 3x6 =
4x4 II
PLATES GRIP
MT20 244/190
Weight: 129 lb FT = 0%
udq-lixst HaxtMt tt=Naxt'A tCi lT3SiiSz SFtttk'i %AHk. tEb1S&(.sai;111G0.S rYStdi Sett 7, KtCk.€C4MfA"INx iedt 4ttiYR ixfadm tared edit xtar im;2ts4t 9xrty{tp[;lddJ1"11.ItaAt nCf Ito—Sttlixu,l nt. W"10as-iutfddxrte Too xr
Ilattkixx:xri.rt.4A. se ael iN Mt tdQ iskedd. 4:f'rnt Desgf ftgix« t 5imdlr Etax.`,Ex tW xx?IAp ryretedtxaNsrbeedM pdtsuxd tntwe:rxt xstasilrim 4r tk ltsy.N tk st tFt tress iyut:txMt tPP adt MNF!t.t.'Ee(11PA-pl-Ndeg ctMlnxs,sretifrff Anthony T. Tombo it!, 7.E.
Jd Jsednitr Yat lNlliJl it lie iryluNlO±ditpwlN litQwxisfdb:df„etirxl twlinq Aetittr:atu:m idi4 d(.At!S. rf xt lxsrYzltaa dt xs l?7I.-k"w dlk?Ortxfx!lull Jtt 0 to 1— lffN§ic4iat ,ugt.xsfdlmxJx kx' mW. d m"iFmmfi d r80083
IAe Neaat9a:}x ern (u;ntte. tl x- w ;a Me Too w 1. dMt Suomi nmv Sdtn late aen aC;lyeiiane3q rq cd SttF ut A.. %P-11.6- tt-1 olfifts Rt,espssA:nes erd Bats r'c.iss. RnpN,Fxs; tes ffpaery aHG ;; MAaelf;au N. x4ss 4451 St. Lucie Blvd.
0—"idAll frczdbrnsxeus idad,a nu. Fort
Pierce, FL 34946 wCopy[
ij i t616Altool (tgSSOS-tnitonyt.tDlM o III, P.I, Replo4voionCollis09(umeld,m4nY lntm, Is Ptottdlled Wil6Dld the Mrimen Permission from A ROD( trusses- tethonYt tondo 111, P.I.
Job MERLAND
WRCSUA5 FG3 Flat Girder 1 A0259105
Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb 20 17:54:50 2018 Page
ID:?sOQvllzBGko2hFpRYibzzzOpep-zc38gy1 j_bLSamlMQ2GUtV7P29B5hOzcjq WbMRzjB!
2-3-8 4-3 4 5-9-12 7-9-8 10-1-0
2-3-8 I 1-11-12 -- -i- ---1 6 8 ---- f - -
1-11-12---
3x5 =_
3x8 =
3x6
4-3-4 5-9-12 10-1-0
4-3-4 1-6-8 4-3 4
LOADING psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) 0.01 7-8 999 360 MT20 2441190
TCDL 10.0 Lumber DOL 1.00 BC 0.33 Vert(CT) 0.02 7-8 999 240
BCLL 0.0 " Rep Stress Incr NO WB 0.20 Horz(CT) 0,01 7 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.01 8 999 240 Weight: 113 Ib FT = O%
LUMBER -
TOP CHORD 2x6 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 "Except'
WI: 2x6 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
10 - 1041/0-7-4 (min, 0-1-8)
7 = 1558/0-3-8 (min. 0-1-8)
9 - 2760/0-3-8 (min. 0-1-10)
Max Harz
10 = 39(LC 6)
Max Uplift
10 = 297(LC 4)
7 = 213(LC 5)
9 = 292(LC 5)
Max Grav
10 = 1041(LC 1)
7 - 1558(LC 1)
9 = 2760(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-10=-904/285, 2-12=-113/950,
3-12=-113/950, 3-13=-113/950,
4-13=-113/950, 4-14=-523/158,
5-14=-523/158, 5-15=-325/47,
6-15=-325/47,6-7=-833/138
BOT CHORD
9-10=-79/674, 8-9=-158/523,
7-8=-295/1806
WEBS
3-9=-1116/152, 4-9=-17241139, 4-8=-82/
593, 2-10=-580/79, 2-9=-1444/
210, 5-8=-1420/273, 5-7=-1626/
280 NOTES- Standard 1)
Dead +
Roof
Live (balanced): Lumber Increase=1.00 Plate Increase=1.
00 Uniform Loads (plf)
Vert: 1-3=-
420, 3-6=-170, 7-10=-20 Concentrated Loads (lb)
Vert: 1=-390
11=-65 12=-134 13=-208 14=-282 15=-1442 2)
Dead + 0.
75 Roof Live (balanced) + 0,75 Attic Floor: Lumber Increase=1.
00, Plate Increase=1.00 Uniform Loads (plf)
Vert: 1-3=-
409, 3-6=-190, 7-10=-20 Concentrated Loads (lb)
Vert: 1=-324
11=-56 12=-116 13=-181 14=-246 15=-1261 14)
Dead: Lumber
Increase=0.90, Plate Increase=0.90 Pit. metal=0.
90 Uniform Loads (plf)
Vert: 1-3=-
295, 3-6=-170, 7-10=-20 Concentrated Loads (lb)
Vert: 1=-127
11=-27 12=-63 13=-101 14=-140 15=-717 15)
Dead + 0.
75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.
6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60,
Plate Increase=1.60 Uniform Loads (pin
Vert: 1-3=
440, 3-6=-125, 7-10=-20 Horz: 1-10=
31 Concentrated Loads (lb)
Vert: 1=80
11=13 12=42 13=83 14=48 15=189 16) Dead + 0.
75 Roof Live (bal.) + 0,75 Attic Floor + 0.75(0.
6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60,
Plate Increase=1.60 Uniform Loads (plf)
Vert: 1-3=-
367, 3-6=-125, 7-10=-20 Horz: 1-10=-
8 Concentrated Loads (lb)
Vert: 1=80
11=13 12=42 13=83 14=48 15=189 17) Dead + 0.
75 Roof Live (bal.) + 0,75 Attic Floor + 0.75(0.
6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase= 1 .
60, Plate Increase=1.60 Uniform Loads (plf)
Vert: 1-3=-
419, 3-6=-125, 7-10=-20 Horz: 1-10=
24 Concentrated Loads (lb)
Continued on page
2 Standard Vert: 1=80 11=13 12=40 1'1=A1 +e-eA 11Z-1Ao 1) 2-ply
truss to be connected together with 1 Od 0.131"x3")
nails as follows: Top chords connected
as follows: 2x6 - 2 rows staggered at 0-
9-0 oc. Bottom chords connected
as follows: 2x4 - 1 row at 0-9-0
oc. Webs connected as
follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads
are considered equally applied to all plies, except if noted
as front (F) or back (B) face in the LOAD CASE(S)
section. Ply to ply connections have been provided to
distribute only loads noted as (F) or B), unless otherwise
indicated. 3) Wind: ASCE
7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=
5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp
C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and
right exposed ; end vertical left exposed; Lumber DOL=
1.60 plate grip DOL=1.60 4) Provide adequate
drainage to prevent water ponding. 5) Plates
checked
for a plus or minus 0 degree rotation about its
center. 6) This truss
has been designed for a 10.0 psf bottom chord live load
nonconcurrent with any other live loads. 7)' This
truss
has been designed for a live load of 20.Opsf on
the bottom chord in all areas where a rectangle 3-6-
0 tall by 2-0-0 wide will fit between the bottom chord and
any other members. 8) Provide mechanical
connection (by others) of truss to bearing plate
capable of withstanding 297 lb uplift at joint 10, 213
lb uplift at joint 7 and 292 lb uplift at joint 9. 9) Load
case(
s) 2, 14, 15, 16, 17, 18 has/have been modified. Building designer
must review loads to verify that they are
correct for the intended use of this truss. 10) Hanger(s)
or other connection device(s) shall be provided sufficient to
support concentrated load(s) 390 lb down and
211 lb up at 0-2-12, 65 lb down and 19 lb up at 1-
0-0, 134 lb down and 63 lb up at 3-0-0, 208 lb down and 124
lb up at 5-0-0, and 282 lb down and 84 lb up at
7-0-0, and 1442 lb down and 431 lb up at 8-6-8
on top chord. The design/selection of such connection device(s)
is the responsibility of others. LOAD CASE(S)
Wool lwse nwAn{
td, rndxne'd-l1QCz R:+CSiI rSEttkrl %NfNk=_IENNS6(:NCIIICNi C341:7A4 pT1 t eN6iP.€DtdENr l«w. NeNt Mup i«n«d«swl ttN atn atAitnsz@ez @smrrq iDOj ai dA kMerl lroan>ar,t.LEd«A«e E6ws§TY;e ere. tldw: ndxxre ddNa ne l@@. wh 14lei aa:ar
tTe wl.oae:eU«ne1D@enkrda. Nnfrns Da+pfgwwr•tS}r:a@p EApa«lN: adwa7lD@npesdts««se?Aaadlw gdndad Agaee•ug res@aA1NNr nrmkspzdda zrpe tnsty;nNwMtD@alrw/«It;k fn>pz nanpne. lalny cagows. nnAinn nd aedos trcs+
hr artaanyiclk espAsiblrtr d;he@xn«.nee.ur srau hH n}ed elk@«aa¢Easrpx': 11 itded df#aC. ne %C of nei«n lnawg iNA as nci le genre. dtk ;@0 e>In lka dlk;wss.ro.ndet kcea,tnq.cmgeJefilldta ai k«aq sitl; ktht =e:{ac4ck nl Anthony T. Tomf)a ai, P.E. dE t'.4m
@es ab Qa«'ai. r Al—, uwnaTOPWore FWu mR@asdsee Woof tnwN AA—d«tM wwP4., - ,-k 30083 4451 St. Lucie
Blvd. eAdxls<
Htioelly c 4m1 npeMyaard@y4rdlt«i:w rmrirei [k r,na @enyn E wrr is NG! fie iu4s{ @e;rp«. e t ns st5s:x;np,wr a u7 mxiaai. An egad rst hmu «e m rdad a rnl. Copftight(4Ppf6AEfootG@szes A40anyi.lomhe111,R.
f. feprodottionofthisdotumea6ino@tlorm,itprohihitedwiMonEthewrittenpNumissiDDtromklRoofirossnsAnthonyl.tamfolll,R.E- Fort Pierce, FL 34946
WRCSUA5 FG3 Girder
At Roof Trusses. Fort Pierce. FL 34946. desion(dta 1 truss. com
LOAD CASE(S)
Standard
18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0,6 MWFRS Wind (Neg. Int) 2nd Parallel):
Lumber Increase=1,60, Plate Increase=1.60
Uniform Loads (plo
Vert: 1-3=-367, 3-6=-1 25, 7-1 0=-20
Herz: 1-10=-5
Concentrated Loads (lb)
Vert: 1 =80 11 = 13 12=42 13=83 14=48 15=1 89
K
s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc.
ID:?sOQvilzBGko2hFpRYibzzzOpep-zc38qy1j_bLSamIM
A0259105
o to Wh41
041-mot'. p.,*i "on r, "ah,ft Mr, to log Anthony T. Totnbo it;, R.E.
00f-eto T! It, to k*q i, k,,ipo,oihm 0 141— In, 0—', oftmirif " iliq D,,,p, a P. K 114" no to tom kaid'g edw TK I , 710 %" . a to , 7 weto holAtli I. lit. " nionqxio .him. W k-l'of 1.0"'. 0 "083 1 001reviujur.,
or ('. uz ."'t, to UP .4 "Wrot, .4 ronto 0 * loom tron low W." 1101: jneli'ied 1, Tin W *1 —0-0 * F.v PA., Tr' I M.5 W, o." 0 o L"' io,te. J"j" L". .1 4.1i Koo, 11 4451 St, Lucie Blvd. Fort P=
etcp, FL 34946 opy"ghlolioleii
llmofholises A.11w.yl, tomb. III, P.E. tepotootime of Ms hooment, in mfor., i'prom'Mul vulleof the wnnen p(mosirm hom A,I Rooriltusler
WRCSUA5FL01 I Floor Al
Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 0-
1-8 3x8 —
Qty
Ply RYAN HOMES/ SUMMERLAND 6
1 Jab - -----
Reference (optional - Run:
8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb 20 ID:?
s00vIlzBGko2hFpRYibzzzOpep-RpdW2H2LIvTJCvsY—IniPifVW 0
1j Dead
Load Defl, = 3/16 in 3x4
34 FP— 3x4 3x8 A
K c I o - A0259106
3x6
3x8 3x8 MT20HS FP:._ 3x3 == 3x3 - 3x8 3x6 1.
5x4 SP= LOADING (
pso SPACING- 2-0-0 TCLL
40.0 Plate Grip DOL 1.00 TCDL
10,0 Lumber DOL 1.00 BCLL
0.0 Rep Stress Incr YES BCDL
5.0 Code FBC2017ITP12014 LUMBER -
TOP
CHORD 2x4 SP M 30(flat) *Except* T2:
2x4 SP No.2(flat) SOT
CHORD 2x4 SP M 30(flat) WEBS
2x4 SP No.3(flat) EIRACING-
TOPCHORD
Structural
wood sheathing directly applied or 4-8-2 oc purfins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (
lb/size) 12 =
1146/0-7-4 (min.0-1-8) 18
114610-74 (min. 0-1-8) Max
Grav 12
1146(LC 1) 18
1146(LC 1) FORCES. (
lb) Max,
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-3715/0, 3-4=-3715/0,4-5=-4902/0, 5-
6=-4902/0, 6-7=-4902/0, 7-8=-4902/0, 8-
9=-3713/0, 9-1 0=-3713/0 BOT
CHORD 17-
18=0/2162,16-17=0/4610, 15-
16=0/4610,14-15=0/4902, 13-
14=0/4613, 12-13=0/2163 WEBS
10-
1 2=-2391/0, 2-18=-2391 /0, 10-
13=011714, 2-17=011717, 9-13=-252/0, 3-
17=-255/0, 8-13=-995/0, 4-17=-990/0, 8-
14=- 1061727, 4-15=- 1 08f733, 5-
15=-315/10, 6-14=-31 1 /10 NOTES-
1)
Unbalanced floor live loads have been considered for this
design. 2)
All plates are MT20 plates unless otherwise indicated. 3)
All plates are 1 .5x4 MT20 unless otherwise indicated, 4)
Plates checked for a plus or minus 0 degree rotation about
its center. 5)
Recommend 2x6 strongbacks, on edge, spaced at 10-
0-0 oc and fastened to each truss with 3-1 Od (0, 131 X
3") nails, Strongbacks to be attached to walls at their outer
ends or restrained by other means. 226
9 2
CS1.
DEFL. in (loc) I/defl L/d PLATES GRIP TC
034 Vert(I-L) 0.43 14-15 585 360 MT20 244/190 BC
0.84 Vert(CT) 0.59 14-15 427 240 MT20HS 1871143 Horz(
CT) 0,10 12 n/a War M
atr ix -S Weight: 104 lb FT = O%F, O%E LOAD
CASE(S) Standard
004
oil.
forol sal or D'i'P f 0— d'. W".111 qroe,' or cto 0 W Mimi 0, . Vpow'., d 14 to onoioom,i"s'q "Woomflo ro• to Wr 0 k "o, T311 11P114 to it" inir "* M I Tt' 6'r ""imhmoi I'mm" o.
0 W, Tfaa k, . loRml k Q..% otwit "v it, Woo hort. . t* mmo 0 1" K, m, C .0 M hoo tAnA, W R4 0 oo in iolm. hot'i, dot Iwt wlmliij "lq"wq, .Mimooe W k-'q 149 k ro wW'4qA0 Anthony T. Torritio 1,11, PT, tkIi.
i.,hire Woo"' At "i" 'r, m, lop W I" ji'ma, .4 livitwo,"I 14 Womil tor" Well 4 lit 14 *A-, KioOr—*' ' '0083
4451 ;
t.'Lude Blvd, olittiffm
0 ?016 A I toot hosts leplod"ifiap of ihn mimmerm"n 04Y form, is rohibrltd iorthmil the -illeo pvwo sioo from A -I Roof lmiw Amhoof 1, Tomb. 111, P.E. Port
ri erce, FL 34946 1 "", — I
WRCSUA5 1 FL02 I Floor
0-1-8
Ili --------- -
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc, TA
ID:?sOQvilzBGko2hFpRYibzzzOpep-RpdW2H2LIvTJCvsY
I - 2-570 -------------I I
A0259107
Dead Load Deft. = 1/8 in
236 9
22jA
6
3x6 --- 3x8 — 30 3x8 MT20HS FP-:: 3x8 :- 34 : 4x4 ---
LOADING (psf) SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr NO
BCDI- 5.0 Code FBC2017fTP12014
LUMBER -
TOP CHORD 2x4 SP M 30(flat) *Except*
T2: 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
6-0-0 oc bracing: 12-13.
REACTIONS. (IbIsize)
13 2335/0-3-8 (min. 0-1-8)
19 1027/0-7-4 (min, 0-1-8)
Max Grav
13 = 2335(LC 1)
19 1052(LC 3)
FORCES. (lb)
Max. Comp,/Max. Ten, - All forces 250 (Ild) or less except
when shown.
TOP CHORD
12-22=-1066/0, 22-23=-106610,
11-23=-1066/0, 2-3=-3302/0, 3-4=-3302/0,
4-5=-4104/0, 5-6=-4104/0, 6-7=-3067/0,
7-8=-3067/0, 8-9=-3067/0, 9-10=0/917
BOT CHORD
18-19=0/1963, 17-18=0/4104,
16-17=0/4104, 15-16=0/3894,
14-15=0/3894, 13-14=011578,
12-13=-91710
WEBS
10-13=-1288/0, 2-19=-2171/0,
2-18=011480,3-18=-301/43,4-18=-1130/0,
9-13=-2353/0, 9-14=0/1706, 7-14=-261/0,
6-14=-976/0, 5-16=-296/0, 10-12=0/1 388,
6-16=-107/712
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated,
3) All plates are 1.5x4 MT20 unless otherwise indicated.
4) Plates checked for a plus or minus 0 degree rotation
about its center.
11-8
CSI. DEFL. in (loc) I/defl Ud
TC 0.78 Vert(LL) 0A8 14-16 490 360
BC 0.96 Vert(CT) 0.57 14-16 413 240
WB 0,81 Horz(CT) 0.08 13 n/a n/a
Matrix-S
5) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od
0,131"X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
6) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1,00, Plate Increase=11,00
Uniform Loads (pff)
Vert: 12-19=-10, 1-11=-100
Concentrated Loads (lb)
Vert: I l=-1070
21-2-8
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 106 lb FT = O%F, O%E
An'timy T. Tombo ill, ,F,
n' Olo, t s4 m t.44.1 4n, *'W" h"04 W'o or. K. 1" 4: 'Wth 41V kw4'n 141 W 1n 1140- dik In 14 -' `0 "1 "' 11— -1" W14 -", "'010. M, 'q.'*! d z 80083
4451 St. Lubp Blvd.
Foa )ier(e, FL 34946ZE4pynifirl02016' A I Roof Imms A40ORY1,1044111,1`1 ReploductioR ofjb's documm, io QFY 10m, 4 poh,kittil wAzol Ott wmeo Fewwoo ham A-1 Roof Irm"-Anthony Ltom4o IIL R.E.
WRCSUA5 1 FL03 I Floor
N02591018
At Roof Trusses, Fort Pierce,
0-1-8
U6
FL 34946, design@altruss,com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc, Tue Feb 20 17:54:52 2018
ID:?sOQvllzBGko2hFpRYibzzzOpep-v?BuFd3zWDbAq3RIYTJyywCfYzmd98SvB8?h,
2-0-12 2-0-0 11-4 -3-9 -[J-8
3x4 , 3x4 _ 3x6 FP --
Dead Load Defl, = 1/8 in
3X8 3x3 11 3x3 3x3 ,
266 9
3x4 ---- 3x8 --,, 3X3 - 3x8 -- M FP-- 3X8 ---- 3x6 ::
19- 11-4
19- - 1 -1 -4-, 5-9-12
15jife Offsets -____y_)__-_-_ J- 0-0- 2
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 039 Vert(LL) 038 19-20 631 360 MT20 244/190
TCDL 10,0 Lumber DOL 1.00 BC 0,77 Vert(CT) 0.51 19-20 462 240
BCLL 0,0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.07 17 n/a n/a
BCDL 5.0 Code FBC2017ITP12014 Matrix-S Weight: 128 lb FT = O%F, O%E
LUMBER"
TOP CHORD 2x4 SP No.2(flat) *Except*
T2: 2x4 SP M 30(flat)
BOT CHORD 2x4 SP No.2(flat) *Except*
Bl: 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size)
23 1007/0-7-4 (min. 0-1-8)
14 36/0-3-8 (min. 0-1-8)
17 1749/0-3-8 (min. 0-1-8)
Max Uplift
14 163(LC 3)
Max Grav
23 1015(LC 10)
14 208(LC 4)
17 1749(LC 1)
FORCES. (b)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown,
TOP CHORD
2-3=-3153/0, 3-4=-3153/0, 4-5=-3842/0,
5-6=-3842/0, 6-7=-264210, 7-8=-2642/0,
8-9=-264210,9-10=0/1297, 10-11=0/1295,
11-12=-137/426
BOT CHORD
22-23=0/1886, 21-22=0/3842,
20-21=013842,19-20=0/3547,
18-19=011080, 17-18=011080,
16-17=426/137, 15-16=-426/137,
14-15=A26/137
WEBS
2-23=-208610, 2-22=0/1401, 3-22=-294/16,
4-22=-963/0, 9-17=-2434/0, 9-19=0/1759,
8-19=-253/0,6-19=-1027/0,
12-14=-174/564,11-17=-1163/0, 6-
20=-2/694 NOTES-
1)
Unbalanced floor live loads have been considered for
this design. 2)
All plates are 1.5x4 MT20 unless otherwise indicated,
3)
Plates checked for a plus or minus 0 degree rotation
about its center. 4)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 163 lb uplift at joint
14. 5)
Recommend 2x6 strongbacks, on edge, spaced at 10-
0-0 oc and fastened to each truss with 3-1 Od OA31"
X 3") nails. Strong backs to be attached to walls
at their outer ends or restrained by other means. 6)
CAUTION, Do not erect truss backwards. LOAD
CASE(S) Standard
1W#
Re# "faIYly . 44"
to-'s, 100erlli, TOO *f Ye,' _
w fw S** t' .,4 or GO, 130 1, .,Oil 4s' !'Rl Oerr (W- 411, swft' 4-: 'As "o Is W M!W.W, K."p1m, 0 Iot role1NOT, h'Tl N,.#, PO'la Or * R me, * le 1 14 ("'P I.0- 4d" emssrw '"Allri Anthony T. Tombo P.F. 1"IF
0 W W W ;G! here 0 10 !""' e144 OaVI4, 'V'RO' w". me t,.,n imrr 4 N 0, a $0083 Akrota row
rMul'a P'to-ort, Wore ('4" Soo, I-* r"t- Rl GO*! 1, y,,"*4,, .1 *0, elk, T,s k," I,, Oej, iklo- mIT., Ka*ir,#e 445t St, Wde Blvd, ke-I few( k'
s ,.hsiq'4 -.,rTGRO, Ww" -"d Fort Pierce, FL 34946
Arithoity 1, Iamb# III,
PJ. Reploducion of th's h(Gomt.1"n GOT form, is prolebAcd illstof the O,iat" pe,mirsion from A I Roof Ilk'sel
WRCSUA5 ......... . . FL04
A
Floor
Al Rooff - Trusses, - - - - Fort Pierce, FL 34946, design@al trus
I
s. co - m
2-6-0 . ..... ... .......... ...
1.5x4 II
1,50 3x4 -
1 2
1 1 1
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc, Tue Feb 20 17:54:53 2018 Page I
ID:?sOQvllzBGko2hFpRYibzzzOpep-NBIGSz3bHWi1RDOx6AqBU7lqQN8Xuif3PolFzmzj690
130 2-1-8 1-8-0 018
1,5xAl 11
1.5x4 11 3x3 1.5x4 11 3x4 == 1,5x4
3 4 5 6 7
4
15
3x4 --- 3x6 --- 1.5x4 11 3x6 --
13-5-0
Plate sets 113 0 1 -8-' 0-111 21 t2l
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 40,0 Plate Grip DOL 1.00 TC 0.78 Vert(I-L) 0.1710-11 91 1 360 MT20 244/190
TCDL 10.0 Lumber DOL 1,00 BC 0.67 Vert(CT) 0.2210-11 717 240
BCLL 0.0 Rep Stress Incr YES WS 039 Horz(CT) 0.03 8 n/a n1a
BCDL 5,0 Code FBC2017rrPI2014 Matrix-S Weight: 67 lb FT = O%F, O%E
LUMBER -
TOP CHORD 2x4 SP No,2(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
8 714/0-3-8 (min. 0-1-8)
12 721/0-7-4 (min. 0-1-8)
Max Grav
8 714(LC 1)
12 721(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1914/0, 3-4=-1914/0,4-5=-1854/0,
5-6=-1854/0
BOT CHORD
11-12=0/1270, 10-11=0/1854,9-10=011854,
8-9=0/1294
WEBS
2-12=-1404/0, 2-11=0/713, 3-11=-275/2,
4-11 =-266/260, 6-8=-1 418/0, 6-9=0/763,
5-9=-297/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design,
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od (0. 131
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
4) CAUTION, Do not erect truss backwards,
LOAD CASE(S)
Standard
SPt"'.b i*."; 'N"W " W lm!w—h 0 rw VA ""W4, 1, tu WI, 0 tk'.Ja N5, 0#1H . r. lot W, f. I-, I '* L,;p —"W.4 Anh,,r)y T. Tcmbo 711, P E.
111fl-Or- DOW - 410 pant itatt, 11101W*114 11V ,N00. Wkraq t* " '< f"'t.wtro a. 80083
It I OW, *-'Wuoft W kl' tlk, N-*'1w 1-"' "'f i4- ca/ lass V-4, 4451 St. Lucie, Blvd,
IW Folk FL 34946
opytighl 0 910 A I 10611losses ARINOPYT, 1.40 111 P.I. Rep,0400io. afib" 40(unatal"nfly 10m, isprOhMed without the xnnea permission fiomA I Reel hmei Aohwl.lmho III, P.E.
WRCSUA5 . .. . ...... j F - L05G _IF -1
L
1
0 - 0 - R "
I
GIRDER , - --
Al Roof Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, In
ID:?sOQvilzBGko2hFpRYibzzzOpep-NBIGSz3bHWj1
0-1-8 3x4 - -
OM611111
30 3x4
4-1-8
LOADING (psf) SPACING- 14-0 CS1. DEFL. in loc) I/defI L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.19 Vert(LL) 0.01 6-7 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0A0 Vert(CT) 0.02 6-7 999 240
BCLL 0.0 Rep Stress Incr NO WB 038 Horz(CT) 0.01 5 n/a n/a
BCOL 5.0 Code FBC2017fTP12014 Matrix-S Weight: 21 lb FT = O%F, O%E
LUMBER-
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOR CHORD
Structural wood sheathing directly applied or 4-1-8 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
8 1176/0-7-4 (min.0-1-8)
5 1172/Mechanical
Max Grav
8 1176(LC 1)
5 1172(LC 4)
FORCES. (lb)
Max, Comp./Max, Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1 170/0
BOT CHORD
7-8=0/1 170, 6-7=0/1 170, 5-6=0/1 170
WEBS
2-8=-1636/0, 3-5=-1636/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Refer to girder(s) for truss to truss connections.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od (0, 131
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
LOAD CASES)
Standard
1) Dead + Floor Live (balanced): Lumber Increase=1,00,
Plate lncrease=1.00
Uniform Loads (pit)
Vert: 5-8=-7, 1-4=-67
Concentrated Loads (lb)
Standard
Vert: 2=-1036 3=-1028
M 14 W"
k'oot"—?" ....... Anthony T. Tom o 1111, R1,
1 80083
fw—at rex, NofA."—uau45
44NI St, Lu, ie Blvd,
f0od k!' (w.t •watr- -'j Ere fiow -'of k T".' k"" 0, N $n0'4 N""' Eq—, o ' Wfoq v4"44,A Wme., ' of Wont Pifwe. F[ 34946 Unf#
1 t 70 16 A I Root Imsti hmhoey I I omb, III, N' Itp, ed. ow ot th, s ooww"I' tA 4A Y to, m, t< P, okhted .44.1 th, -11'fl host A I Roof hv'm AolhoAy 1. I .4o III P E
Vy'RCSUA5 FL06GE Floor Supported Gable 1 1
A 02 5 91 1_1
1111 - - - —1 ----- ------ -- Job Reference -
A-likoo-f-Trusses, Fort Pierce-,- -F-'-L---3'4-9--4--6-,--d--e-s-ig-n--@- altruss.com Run: iitio s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb 20 17:54:54 2018 Page 1
ID:?sOQvIlzBGko2hFpRYibzzzOpep-rOJfgJ4D2qru3Nb7fuLQ1LH96nd3dFXCeRUoVDziB9?
011-8
30 --
3x6 FP:- 30 --
1 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2021
42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 2322
30 3x6 FP 30
LOADING (psf) SPACING- 2-0-0
TCLL 40,0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0,0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SIP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 10-0-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
6-0-0 oc bracing: 34-35,33-34,31-33,30-31,29-30.
REACTIONS. All bearings 24-7-0.
lb) - Max Uplift
All uplift 100 lb or less at joint(s)
22
Max Grav
All reactions 250 lb or less at joint(s)
42, 41, 40, 39, 38, 37, 36, 35, 34, 33,
31, 30, 29, 28, 27, 26, 25, 24, 23
FORCES. (lb)
Max, Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) All plates are 1.5x4 MT20 unless otherwise indicated.
2) Plates checked for a plus or minus 0 degree rotation
about its center,
3) Gable requires continuous bottom chord bearing,
4) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
5) Gable studs spaced at 1-4-0 oc.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at
joint(s) 22,
7) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od (0. 131"
X 3") nails, Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
CS1. DEFL. in (loc) I/clefl Ud
TC 0,08 Vert(LL) n/a n/a 999
BC 0.01 Vert(CT) n/a n/a 999
WB 0.03 Horz(CT) -0,00 22 n/a n/a
Matrix-S
PLATES GRIP
MT20 2441190
Weight: 111 In FT = O%F, O%E
Anthony T. Tombo IN, R.F.
Ww"ook N~e*C .—kwoi 'W"'
4- N'T itt— W ceu 4.0w- k" 441,1 St, Lucie Blvd,
F00 Pler;fl, F(, 341)46ZE (opy"ght " 2016 4 1 Roof ho"tt Arthoty 1, tomba 111, P.E. frp'odow of this dq'—Vt m $of fetes is PO'bl1fd ctht the -"to ptimmw hot A 1601 ho'se, A.14aty 1, Imb. fit P.E.
WRCSUA5 F , L07
yp
7
ITY y `
A02591121-0-71 - --- --------- - - - ------- ----- --- ----- ------ -
f -trusses, Fort Pierce, FL 34946, design@altniss.com Run: 6. 1 M S Nov 12 201 70rint: 8. 120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb 20 17:54:55 2018 Page 1ARoof ___]
tt _ _ _ ] RYAN HOMES/ SUMMERLAND
ID:?sOQvilzBGko2hFpRYibzzzOpep-Jat1tf5sp8zlhXAJDbsfaYqAyAnIMZnMt5EM1fziB9_
0-1-8
60
O-I)-8
Dead Load Deft, = 114 in
3x4
4x8 3x4 3x3 3x3 3x6 FP = 4x8
A
3x6 == 4x8 3x8 MT20HS FP,:- 3x6 3x6 4x8 == 3x6 -
3X6 WB—
LOADING (psf) SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017fTP12014
LUMBER -
TOP CHORD 2x4 SP M 30(flat)
BOT CHORD 2x4 SP M 31 (flat)
WEBS 2x4 SP No.3(flat) *Except*
W2:2x4 SP No,2(flat)
OTHERS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-9-8 oc;
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
REACTIONS. (lb/size)
22 1335/0-7-4 (min, 0-1-8)
14 = 1329/0-3-8 (min. 0-1-8)
Max Grav
22 = 1335(LC 1)
14 = 1329(LC 1)
FORCES, (lb)
Max. Comp./Max. Ton. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-4511/0, 3-4=-4511/0, 4-5=-6556/0,
5-6=-6556/0, 6-7=-6653/0, 7-8=-6567/0,
8-9=-6567/0, 9-10=-6567/0,
10-11 =-4551/0, 11-12=-4551/0
BOT CHORD
21-22=0/2565, 20-21 =0/5823,
19-20=0/5823, 18-19=0/6653,
17-18=0/6653, 16-17=0/6653,
15-16=0/5848, 14-15=0/2618
WEBS
2-22=-2835/0, 2-21 =012152, 4-21 1451 /0, 12-
14=-2876/0, 12-15=0/2137, 10-
1 5=-1434/0,10-16=0/878, 8-
16=-317/157, 4-19=0/889, 5-
19=-313/160, 6-19=-776/422, 6-
18=-2521254, 7-16=-762/435, 7-
17=-258/248 NOTES-
1)
Unbalanced floor live loads have been considered for this
design. 2)
All plates are MT20 plates unless otherwise indicated. 3)
All plates are 1.5x4 MT20 unless otherwise indicated. 252
9 11TCSI.
DEFL. in (loc) deft L/d PLATES GRIP TC
0,71 Vert(LL) 0.7017-18 417 360 MT20 244/190 0.
81 Vert(CT) 0.96 17-18 303 240 MT20HS 187/143 WEB
O 61 Horz(CT) 0.13 14 n/a n/a M
a th x -S Weight: 125 lb FT = O%F, O%E 4)
Plates checked for a plus or minus 0 degree rotation
about its center. 5)
Required 2x6 strongbacks, on edge, spaced at 10-
0-0 oc and fastened to each truss with 3-10d 0.
131* X 3") nails. Strongbacks to be attached to walls
at their outer ends or restrained by other means. 6)
CAUTION, Do not erect truss backwards, LOAD
CASES) Standard
Anthony
1, 1 ombo III, P.L..4 ... 0 14 70.w IN$ .. ON!w, "4" ",,j ww Woo. .9 kKn fofw h 0 TKI
k,*,I.k,,,,,,,i'.1m«,,O*l,,,,N vw '"N's 780083
4451
St, Lude, Blvd. zt ( 'pytight 0 7016 4 1 todbussts Aflikofty 1, Iombo 111, 1`1 tepoduliot of skis dowmeni"A any I—, is pr*hiltd -ithcul the t,oe- peimiwop [Fom A-1 toot Ifusses Whoftyl, I.Mko 111, P.E. Fo,
t Meice, Ft, 34946 a,
job---'------------ Truss I Truss Type OtY
JPIY JRYAN
HOMES /SUMMERLAND
A0259113
WRCSU FI-08 FLOOR 6 ,
Job Rate 0
At Roof Trusses, Fort Pierce,-FiL 34946, design@a1truss.comRun: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb 20 17:54:55 2018 Page 1
ID:?sOQvllzBGko2hFpRYibzzzOpep-Jat1tf5sp8zlhXAJDbsfaYqHeAnOMZgMt5EM1fziB9_
0-1-8
1'8-0O I_.. -------
Load Defl. = 1/4 in
3x3 11 3x6 FP:-: 3x6 FP-=:
1.5x4 = SX10 -- 5X6 5X6: 5X10
24 23 22 21 20 19 18 17 16 15
5X8 == 5X10 3x8 MT20HS FP---- 3x8 MT20HS FP = 500 --- 54
1.5x4 SP 1.5x4 SP::=
5x6
5X6
Plate Offsets (X,Y)-- (2:0-5-0,
LOADING (psf) SPACING- 2-M
TCLL 40.0 Plate Grip DOL 1,00
TCDL 10.0 Lumber DOL 1.00
BCLL 0,0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017rrPI2014
LUMBER -
TOP CHORD 2x4 SP M 30(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purfins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
24 = 1452/0-7-4 (min. 0-1-8)
15 1452/Mechanir-al
Max Grav
24 = 1452(LC 1)
15 = 1452(LC 1)
FORCES. (lb)
Max, Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-5472/0, 3-4=-5496/0, 4-5=-8340/0,
5-6=-8340/0, 6-7=-8340/0, 7-8=-871310,
8-9=-8340/0, 9-10=-8340/0,
10-1 1=-8340/0, 11-12=-5496/0,
12-13=-5472/0
BOT CHORD
23-24=0/3109, 22-23=017253,
21-22=0/8713, 20-21 =018713,
19-20=0/8713, 18-19=0/8713,
17-18=0/8713, 16-17=017253,
15-16=0/3109
WEBS
13-15=-3375/0, 2-24=-3375/0,
13-16=0/2581, 2-23=0/2581, 12-16=-265/0,
3-23=-265/0, 11-16=-1897/0,
4-23=-1897/0, 11-17=0/1 181, 4-22=0/1 181,
10-17=-304f76, 5-22=-304/76,
8-17=-1056/305, 7-22=-1056/305
NOTES-
1) Unbalanced floor live loads have been considered for
this design,
2) All plates are MT20 plates unless otherwise indicated.
3) All plates are 3x6 MT20 unless otherwise indicated.
1 16:0-5-0, Edge],
CSI. DEFL. in (loc) I/defl L/d
TC 0,29 Vert(LL) 0.64 19-20 496 360
BC 0.79 Vert(CT) 0.88 19-20 360 240
WEI 0.61 Hor7(CT) 0.11 15 n/a n/a
Matrix-S
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) Refer to girder(s) for truss to truss connections.
6) Required 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
0131" X 3") nails. Strong backs to be attached to
walls at their outer ends or restrained by other means.
7) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 221 lb FT = O%F, O%E
Antbony T. Tome III, P.E.
IN 'q. 1. .' V * It It, W, .0 1,4 1.0 to*4 Wit, 0 hi N" im oo*oo W4 kio.;'No h r. 80083
4451 St, Lucie Blvd
Fo,Piwe, R 341)46
opy'.9hi V 701641 Root [ituse' I4po6onoo. ol IN, dofitimoot may tow I, poh'tuted .4oil 1ht .0eft P'-mo Ito. A I toot lwss"
Job Truss i Truss Type Qjy -----T Ply
WRCSUA5 FL09G jFL00 R ---- -------
4 1 k6avTrusses, Fort Pierce, - FL - -34 9-4-6-, d- es i g n- @-- a I I ru s s . co _ m Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Indus
ID:?sOQvllzBGko2hFpRYib,zzzOpep-nmRP5?1
0-1-8
0 2-5-12 1-3-0
4x6 11 5x6
3x3 11
U6 FPS U6 FP:,, MSH422
A02591 U
Inc. Tue Feb 20 17:54:56 2018 Paqe 1
Dead Load Defl. = 1/4 in
Z4 23 22 21 20 19 18 17 16 15
5X8 5x10 7- 3x12 MT20HS FP,- 3x8 MT20HS FP---, 5x10 = 5X8 --
5X8 1.5x4 SP= =
54
Plate Offsets (X,Y)-- [2:0-5-0,Edge], [4:0-3-0,Edge], [7:0-3-0,Edge], [8:0-1-8,Edge], [I 1:0-3-0,Edge], 113:0-1--6,E d ge 1,- 15-:- E d-- g e -
19:0-3-0,9-0-% 0-0-1
LOADING (psf) SPACING- 1-4-0 CS1. DEFL. in (loc) Ildefl L/d
TOLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) -0,6417-19 >490 360
TCDL 10.0 Lumber DOL 1.00 BC 034 Vert(CT) -0.89 17-19 >355 240
BCLL 0.0 Rep Stress Incr NO WB 0.88 Horz(CT) 0.10 15 n/a n/a
SCOL 5.0 Code FBC 20 17 IT P12014 Matri x S
LUMBER -
TOP CHORD 2x4 SP M 31 (flat)
BOT CHORD 2x4 SP M 31 (flat) 4) Plates checked for a plus or minus 0 degree
WEBS 2x4 SP No.3(flat) rotation about its center.
BRACING- 5) Required 2x6 strongbacks, on edge, spaced at
TOP CHORD 10-0-0 oc and fastened to each truss with 3-1 Od
Structural wood sheathing directly applied or 6-0-0 oc 0.131" X3") nails, Strongbacks to be attached to
purlins, except end verticals. walls at their outer ends or restrained by other means.
BOT CHORD 6) CAUTION, Do not erect truss backwards.
Rigid ceiling directly applied or 10-0-0 oc bracing. 7) Use USP MSH422 (With 10d nails into Girder & 10d
nails into Truss) or equivalent at 20-3-4 from the left
REACTIONS. (lb/size) end to connect truss(es) FL05G (11 ply 2x4 SP) to front
24 124410-7-4 (min. 0-1-8) face of top chord, skewed 0.0 deg.to the left, sloping
15 = 1815/0-3-8 (min,0-1-8) 0.0 deg, down.
Max Grav 8) Fill all nail holes where hanger is in contact with
24 1244(LC 1)
lumber.
15 = 1815(LC 1) 9) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except LOAD CASE(S)
when shown.
TOP CHORD Standard
2-3=-4929/0, 3-4=-4945/0, 4-5=-8085/0, 1) Dead + Floor Live (balanced): Lumber
5-6=-8085/0, 6-7=-8085/0, 7-8=-9189/0, Increase= 1.00, Plate Increase= 1.00
8-9=-972110, 9-10=-9721/0, Uniform Loads (plo
10-11=-972110, 11-12=-7546/0, Vert: 15-24=-7, 1-14=-67
12-13=-7525/0 Concentrated Loads (lb)
BOT CHORD Vert: 11=-1127(F)
23-24=0/2720, 22-23=0/6769,
21-22=0/9189, 20-21 =0/9189,
19-20=0/9189, 18-19=019189, 17-18=0/
9189, 16-17=0/9342, 15-16=0/
4136 WEBS 13-15=-
447410,
2-24=-2953/0, 13-16=0/
3713, 2-23=0/2413, 11-16=-2240/
0, 4-23=-1969/0, 11-17=0/
411, 4-22=0/1428, 10-17=-340/0, 8-17=0/
1 167, 7-22=- 1747/0, 7-20=0/393, 8-19=-294/
0 NOTES- 1) Unbalanced
floor
live loads have been considered for this design. 2)
All plates
are MT20 plates unless otherwise indicated. 3) All plates
are 3x6 MT20 unless otherwise indicated, 16:0-4-
8, Edge], [ PLATES GRIP MT20
244/190
MT20HS 187/143
Weight: 222 lb
FT = O%F, O%E AOony T. Tombo
M, R.E. 0083 W'- tdW
1,
t vo M4 iT d; W'.M N 1- ksqft F*" 1, OUN W, 1"' V' ' e .1 4"q 0'446 14 td'# ' Iff 4451 St, Wck,, Blvd, hIptoducioo olihniommem, in
nay l-j%P.ohihded.AoVnht w'"to p(miwoohoMA-1 Roof Imm A'thmYfA.Mtolll'P1 Fwt Meice, R
34946 zi """
W,RCSUA5 IFLIO
0-1-8
1.5x4 11
1.5x4 zc 3X8 —
1 2
22 If 13
21
Truss Type city Ply
IRYANHOMES /
SUMM Floor
2 1 Job Reference op io al) truss.
com n: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. ID:?
sOQvIlzBGko2hFpRYibzzzOpep-Fz?nIL66LIDTwqI I- --
1-3-0 1 - 24-8 -"-, -- I I 30 ---
1.
5x4 11 3x6 FP= 1.5x4 11 3x4 = 1.5x4 11 3x6 A
4 5 6 7 8 A02591115_
1 3
20 17:54:57 2018 Page 1 U2_
QWqRweKPjS5XzjB8y qA7P
Dead
Load Defl. = 3116 in 3x6
11 5x6 -- 10
11 12 9T
3x6 , --
Us -- 3x6 -= 1.5x4 11 3x6 : - 3x8 MT20HS FP= 4x8 --- I
11-
9-0 Plate
Offsets KY)7---_L1,. E -_P-12 ,9-1-8,Ed -2-10-1- Edglej,_[16: -1-8,Edg4_j1g-0-3-8,Ed9-j, 2_:0-1 qgop - -Jj?" - _aq _ _[1 --- -Zl —9- --- j LOADING (
pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ltd TCLL
40.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) -0,5017-18 >474 360 TCDL
10.0 Lumber DOL 1,00 BC 0.98 Vert(CT) -0.6817-18 >349 240 BCLL
0,0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.03 12 n/a n/a BCDL
5.0 Code FBC20171TPI2014 Matrix-S LUMBER -
TOP
CHORD 2x4 SP No.2(flat) *Except* 4) Recommend 2x6 strongbacks, on edge, spaced at T2:
2x4 SP M 31 (flat) 10-0-0 oc and fastened to each truss with 3-10d BOT
CHORD 2x4 SP M 31 (flat) *Except* 0.131" X 3") nails. Strong backs to be attached to B2: 2x4 SP No.2(flat) walls
at their outer ends or restrained by other means. WEBS2x4SPNo,3(flat) 5) Gap between inside of top chord bearing and first BRACING- diagonal or vertical web shall not exceed 0.500in. TOP
CHORD 6) CAUTION, Do not erect truss backwards. Structural
wood sheathing directly applied or 2-2-0 oc purlins,
except end verticals. BOT
CHORD LOAD CASE(S) Rigid
ceiling directly applied or 2-2-0 oc bracing. Standard REACTIONS. (
lb/size) 12
109410-3-8 (min, 0-1-8) 20 =
1094/0-7-4 (min. 0-1-8) Max
Grav 12
1094(LC 1) 20 =
1094(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-3490/0, 3-4=-349010, 4-5=-4572/0, 5-
6=-4572/0, 6-7=-4572/0, 7-8=-4054/0, 8-
9=-4054/0, 9-1 0=-1 20010, 10-
11 =-I 1 1310,11-12=-1 20010 BOT
CHORD 19-
20=0/2054,18-19=0/4295, 17-
18=0/4054,16-17=0/4054, 15-
16=0/2841, 14-15=0/2841 WEBS
12-
14=0/1 592, 2-20=-2270/0, 11-
14=-259/0,2-19=0/1589, 9-14=-181510, 9-
16=011 478, 4-19=-890/0, 8-16=-521 /0, 4-
18=0/407, 6-18=-439/0, 7-18=-1 29/923, 7-
17=-346/0 NOTES-
1)
Unbalanced floor live loads have been considered for this
design. 2)
All plates are MT20 plates unless otherwise indicated, 3)
Plates checked for a plus or minus 0 degree rotation about
its center. PLATES
GRIP MT20
244/190 MT20HS
187/143 Weight:
101lb FT=O%F,O%E U44
4,14 .41.4 Isn Wwt 1'11I )'IV )1-4 X W He 10-f 1 IK`a 4, £ l"-- '4-! "fl n' A41'
kto. F", IW4.Id Web, NO I .—M 1, n, Wee iWw SW.ft, 1.0- 14, "o 't .r Ww""', . Intw, 0 t. P *, 9.0 ree,,q I e" It'r, d N .O, I- t"'14 h 'ek KI N 6'j, 'At*," E AntbonyT. Tomt)o 1,11 P hefr
iw -z 80083 4451
St, hide Blvd, mft.** —
1. 0,140 ;M I Fort ;)tetce, FL 34946 ZtlkoofbmeikaihoRyIA.Mb41l1 H. of lk,S dolm"I'm get fow t, pt*bded .400 the -lw FemiIsito kom A lkeollnms
WRCSUA5
Al Roof Trust
0 lir"
FL11GE Floor Supported Gable 1
Pierce, FL 34946, design ct a1 truss.com Run: 8.120 s Nov 12 2017
RYAN HOM
Job_Reference_(
s Nov 12 W ii Miffek
A025911161
1 -6 17:5. -261-6--Oa-ge I
IE_flqcFeKP)S5XzjB8y
O 118
3x6 FP= U3
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
P1. .. __.3ri ` 1 _- __._ 9T1----- 1 1../N{,.A'1:.: 9'1'1 ---5'I'1 a
I
63
34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18
3x6 FP--
3x3 -
4- L-' --U — 'b Ll- I - - - - '-"
1--- -1 -1? I _.,v 141
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/def! L/d
TCLL 40 X 0PlateGripD( 1.00 TIC 0,09 Vert(LL) n/a n/a 999
0 00TCDL1 Lumber DOL 001
S
BC 0.01 Vert(CT) n/a - n/a 999
BCLL 0,0 Rep Stress Incr y WB 0.03 Horz(CT) -0.00 18 n/a n/a
BCDL 5.0 Code FBC2017,rTP12014 Matrix-S
LUMBER-
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No,2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No. 3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 10-0-0 oc;
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc; bracing.
REACTIONS. All bearings 20-1-8,
lb) - Max Grav
All reactions 250 lb or less at joint(s)
34, 18, 33, 32, 31, 30, 29, 28, 27, 25,
24, 23, 22, 21, 20, 19
FORCES, (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) All plates are 1.5x4 MT20 unless otherwise indicated.
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Gable requires continuous bottom chord bearing.
4) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
5) Gable studs spaced at 1 A -0 oc.
6) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0,131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means,
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 89 lb FT = O%F, O%E
41
wooq J',Vjoj: tft-jwSo-"
k" FR * M .1, *M k 0"'Ir -" 4"
0 eCW "D-'s "*-'49.to ' Anthony 1. Tombo 111, P.E. fuse. 4W.'W),"M4N 0
80083
4451 t. Luo, RIA,
iIi p1*41W Aodlt I toot Imm Afi;WTIT.A411111
Fort Pieter, F1 14446
Job Truss Truss Type
WRCSUA5 HJ3A Diagonal Hip Girder
AtRoofTrusses, Fort Pierce, FL 34946, design@altruss.com Run: A0259117
12
2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. ID:?
sOQvllzBGko2hFpRYibzzzOpep-k9Y9Wh7k63LKY—Vt 3x4
LOADING (
psf) SPACING- 2-0-0 CS1. DEFL, in loc) I/deft L/d TCLL
20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.01 4-7 999 360 TCDL
10,0 Lumber DOL 1.25 SC 0.18 Vert(CT) 0.03 4-7 999 240 BCLL
0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL
10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.02 4-7 999 240 LUMBER -
TOP
CHORD 2x4 SP No,2 BOT
CHORD 2x4 SP No.2 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 4-2-3 oc purfins.
BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. MiTi
e--1k recommends --- - that -- - S- ta b-- i- I i- z 6 rsand - required cross
bracing be installed during truss erection, in accordance_
with Stabilizer Installation guide. REACTIONS. (
lb/size) 3
99/Mechanical 2
266/0-10-15 (min. 0-1-8) 4
54/Mechanical Max
Horz 2
71(LC 19) Max
Uplift 3
60(LC 8) 2
160(LC 4) 4 =
3(LC 8) Max
Grav 3
99(LC 1) 2
266(LC 1) 4
73(LC 3) FORCES, (
lb) Max.
Comp,/Max, Ten. - All forces 250 (lb) or less except when
shown. NOTES-
1)
Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=
1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat,
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever
left and right exposed; end vertical left exposed;
Lumber DOL=1.60 plate grip DOL=1.60 2)
Plates checked for a plus or minus 0 degree rotation about
its center. 3)
This truss has been designed for a 10,0 psf bottom chord
live load nonconcurrent with any other live loads. 4) *
This truss has been designed for a live load of 20.
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members, 5)
Refer to girder(s) for truss to truss connections, 6)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 60 lb uplift at joint
3, 160 lb uplift at joint 2 and 3 lb uplift at joint 4. 7)
Hanger(s) or other connection device(s) shall be provided
sufficient to support concentrated load(s) 20 lb
down and 20 lb up at 2-1 -0, and 20 lb down and 20 lb
up at 2-1-0 on top chord, and 7 lb down and 6 lb up at
2-1 -0, and 7 lb down and 6 lb up at 2-1-0 on bottom
chord. The design/selection of such connection
device(s) is the responsibility of others. 8)
In the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (13). LOAD
CASE(S) Standard
1)
Dead + Roof Live (balanced): Lumber Increase=11,25 Plate
Increase=11,25 Uniform
Loads (plf) Vert:
1-3=-60, 4-5=-20 Concentrated
Loads (lb) Vert:
9=-5(F=-2, B=-2) PLATES
GRIP MT20
2441190 Weight:
15 lb FT = 0% 41
W-
4 14.. rw'4111 ".14% 1 tact 1110its'Ntiff"Q11%, INS A' *
140—:' "ki W 100 1*—N . ,W— Oft I W"Wt Aithony T. Tombo 1111, Pf, I,
qv OWN".0.4 0 r. wwmioliiio. On Wq,": 4 N!"V-V. If z 80083 4451
St. Ludc Blvd, i-
art P2e,ce, I'L 34946 olir'
lln to M6 k 11041 tresses Anthony 1, lombe III, F.I. ltepiodwiot of Ms in(misi. in 40Y fm is litokil,ded eithcvt thew ftwssioft ham A I tool 11"sn Anthony 1, TWI;Q 111, it,
Job
ITruss
Truss Type - --------------- - - *
A0259 - 1 - 18WRCSUA5HRDiagonalHipGirder51
A-146of"Truss-es, Fort Pierce, RE --349-4--6-,--d-e-s-ig-n'@-- altruss,com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc, Tue Feb 20 17:54:59 2018 Page
ID:?sOQvl[zBGko2hFpRYibzzzOp,ep-CL6Yj18MtMT698U5SRxbkO—v8oDnIRNxojCz9QZiBI
10-1
1-5-0 4-11-0 4-11-0
04 11 1.5x4 It U4 --6
4-11-0 9-10-1
LOADING (psO SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud
TCLL 20.0 aPlate Grip DOL 1.25 TC 0.55 Vert(I-L) 404 7-8 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.10 7-8 999 240
BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.01 5 n/a n/a
BCDL 10,0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.02 7-8 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing
REACTIONS. (lb/size)
5 = 155/Mechanical
2 = 468/0-4-9 (min. 0-1-8)
6 = 323/Mechanical
Max Horz
2 169(LC 4)
Max Uplift
5 = 78(LC 4)
2 232(LC 4)
6 68(LC 8)
Max Grav
5 155(LC 1)
2 468(LC 1)
6 323(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-269/66, 3-13=-755/158,
4-13=-699/165
BOT CHORD
2-15=-257/697,15-16=-257/697,
8-16=-257/697, 8-17=-257/697,
7-17=-257/697
WEBS
4-8=0/255, 4-7=-749/276
NOTES-
1) Wind: ASCE 7-10; Vult= I 50mph (3-second gust)
Vasd=1 16mph; TCDL=5,Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C, Encl., GCpi=0,18; MWFRS (envelope);
cantilever left and right exposed; end vertical left
exposed; Lumber DOL= 1.60 plate grip DOL= 1.60
2) Plates checked for a plus or minus 0 degree
rotation about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads,
4) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 78 lb uplift at
joint 5, 232 lb uplift at joint 2 and 68 lb uplift at joint 6.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 78
lb down and 95 lb up at 1-4-9, 78 lb down and 95 lb
up at 1-4-9, 40 lb down and 54 lb up at 4-2-8, 40 lb
down and 54 lb up at 4-2-8, and 60 lb down and 56 lb
up at 7-0-7, and 60 lb down and 56 lb up at 7-0-7 on
top chord, and 10 lb down and 9 lb up at 1-4-9, 10 lb
down and 9 lb up at 1-4-9, 13 lb down at 4-2-8, 13 lb
down at 4-2-8, and 33 lb down at 7-0-7, and 33 lb
down at 7-0-7 on bottom chord. The design/selection
of such connection device(s) is the responsibility of
others.
8) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase= 1,25
Uniform Loads (plO
Vert: 1-5=-60, 6-9=-20
Concentrated Loads (lb)
Vert: 3=63(F=31, 8=31) 14=-85(F=-42, B=-42)
16=-4(F=-2, B=-2) 17=-54(F=-27, 8=-27)
PLATES GRIP
MT20 244/190
Weight: 44 lb FT = 0%
vvosiisfop—is N—JiM, MIN komm I lvimC If viq
Ity
tort.1)(H-04 f".W . K A![Yvmo; d'PA'd rcIN W, J. loi I k ('if "W" M"C", lw*lq
N, roe , Iriiii isho'.f.,miq ON I— k ad "". he Roof" lisqv . r1*00 0 IYR IV,it V foul k<Ut A, .4 R11, WY' v 0 111, TOO W .! No 0 for T.,," si wmf ",I rii q, kmos r* •h N 0 Anthony T. Tombo HT, P.E.
80083
o-'. ROW Il s cww ww ". -'sumf ky Or mi tmmod fm 1,,z Rstr fr- " 10 s,,, WN h,,I" . N, , Si,1tYEq—esm*9, 4451 St, Lucie Blvd,
op rrsflrl 0 2016 A I Roof tros,ti WWII, Ismolos, 111, P,f. twotortioo of Its's knument, ift CRY twin, is tilklitled rthool the nrleo fieumssirris Isom A I Roof fmsel Agrionyl, tomb. 111, F V
Fort P erce, FL 34946zt
RYAN HOMES / SUMMERLAND
ARCSUA3
Roof Trus,
J3A I Jack -Open
Fort Pierce, FL 34946,
M
A0259119
ln@altruss.com Run: 8,120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb 20 17:55:00 2018 Page 1
ID:?sOQvilzBGko2hFpRYibzzzOpep-gYgwwM9—dgb1nl3H08SqHcXBNBg61zV5ONx7hszjBBv
1-0-0 3-0-0
20
3-0-0
3-0-0
LOADING (psf) SPACING- 2-0-0 CBI. DEFL. in loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 7 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 115 BC 0.10 Vert(CT) -0.01 4-7 999 240
BCLL 0.0 Rep Stress Incr YES WB 0,00 Horz(CT) -0.00 3 n/a n/a
BCDL 10'0 Code FBC2017fTP12014 Matrix -MP Wind(LL) 0.01 4-7 999 240 Weight: 11 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
mitek recommends--- -------tha--t--St,a--bi-liz--e-r--s- anddr-e-quired
cross bracing be installed during truss erection
accordance with Stabilizer Installation _,guide,
REACTIONS. (lb/size)
3 70/Mechanical
2 188/0-8-0 (min. 0-1-8)
4 38/Mechanical
Max Herz
2 71 (LC 8)
Max Uplift
3 = 44(LC 12)
2 = 106(LC 8)
Max Grav
3 70(LC 1)
2 188(LC 1)
4 51 (LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd= I 16mph; TCDL=5.Opsf; BCDL=S,Opsf; h=25ft:
Cat. 11; Exp C; Encl., GCpi=0,18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL= 1 .60 plate grip DOL= 1 .60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 44 lb uplift at
joint 3 and 106 lb uplift at joint 2.
LOAD CASE(S)
Standard
1304"104 Afs';) ki)y T. Tcinbo 111, ,E,
a 0, I's o" . Wit'" tl V. 0.. r, ta, Wit" hq . a, Is W'r 0 , W, v C .4 at W'k In i I, W- 0 tio'K, W ! to 'S' 0 as T""Iwlat V+.0 A'als, al'bia" W k-4 A* k' tt' 0 280083
4451 St, Lucie Blvd.
Fott FL 34946
opytitht 10 2016 A I goof Gasses-kollainy 1, lomba, 111, F.E. Rep(olloclion of thisi, indowtrCRY twol, is polt'lut'd Chiml flit .,,"an permission floes A-1 goal basses imey L lowth 111, P'L ZE ", "—, 1-
i ** 4 "1""'
Job Truss Truss Type city Ply RYAN HOMES/ SUMMERLAND
WRCSUA5 J7 Jack -Open 15 1
A0259120
S Nov 12 201 f Pont: 8,120 S NOV 12 201 f MI I ek Industries, Inc. I ue Feb 20 1 f:55:01 20
ID:?sOQvilzBGko2hFpRYibzz2Opep-8kEl8iAcO,juPSdTasz3pp48DbpamQIEF1
7-0-0
Dead Load Defl, = 1/8 in
9
rs
U6 i I
7-070_1_
OffsetsPla
1-"",-- -1 ------- --- - - - - -------------------------- gej --- -------
1--_
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.10 5-8 818 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0,24 5-8 350 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0,05 4 n1a n/a
BCDL 1110 Code FBC2017rrPI2014 Matrix -MP Wind(LL) 0.23 5-8 356 240 I Weight: 26 lb FT=O%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No,2
SLIDER
Left 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 6-6-12 oc bracing.
REACTIONS. (lb/size)
4 183/Mechanical
2 = 342/0-3-8 (min. 0-1-8)
5 90/Mechanical
Max Harz
2 156(LC 12)
Max Uplift
4 133(LC 12)
2 92(LC 12)
Max Grav
4 183(LC 1)
2 342(LC 1)
5 128(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-517/26
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5,Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=11,60 plate grip DOL=I .60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads,
4) * This truss has been designed for a live load of
20,Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections,
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 133 lb uplift at
joint 4 and 92 lb uplift at joint 2,
LOAD CASE(S)
Standard
V'*l b.1, P.W., W "A 111. "'pIlnlm )-'4"Jft! W On AMUT 1 F.0 R" F t ite—t 'Aw t*1
lot tw'""O* ftamn'd,! kton'W'Viw- stnb I'M n.1 . .1 In "r,tw, d 14 ro "W #"d* V r. tu'r k,.p Nt' ht"Ut . * TDO .4 k In.1 "4 t"V 40' Anthuny 1. Tombo I'll, P.E.
d V. Tw' ." W*4'-w .4kh. W k..;'4 80083
Art hllq h1r. .0 CWw", Al .*5 X F. IM .4 1. VOW W V4.4b 9 W W44 (."_0 S." WWI. X"r, 110'w 4 In .4 WA -0-1 In P.t P4., Ir I k*,, *' mp Wft W t." y' N'q'. )p., r i.4 n
4451 St, Lucie Blvd,
Fort Pierce, FL 34946
AnikoftyLlombeilLP1 Rtipoktiop of lins 40mment, m 4AT low " inolubned .4001 she -Itvi pfliniwon fim A I hol latm AAthoyT.lomto1I[FJ, i
W,RCSUA.9 M6
AN HOMES / SUMMERLAND
Monopitch
A0259121
LOADING (pso
TCLL 20.0
TCDL 10.0
BCLL 0.0
BCDL 10.0
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
Daltruss.corn 8.120 s Nov 12 2017 MiTek Industries, Inc, Wed Feb 21 08:07:13 20
ID:?sOQvilzBGko2hFpRYibzzzOpep-OhqldWzwkHpsmLZeyUJj9WpOaDD04oQQ1
5-11-4
10-0 5-1 f4
4
SPACING- 2 CS1.
Plate Grip DOL
0 05 TC 0.33
Lumber DOL 115 BC 0.34
Rep Stress Incr YES WB 0.10
Code FBC2017ITP12014 Matrix -MP
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-11-4 oc
purfins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
Oitalk recommends that Stabilizers --- - and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 221/0-8-0 (min. 0-1-8)
6 = 303/0-" (min. 0-1-8)
Max Hor-z
2 = 117(LC 8)
Max Uplift
2 = 174(LC 8)
6 195(LC 8)
Max Grav
2 221(LC 1)
6 303(LC 1)
FORCES, (lb)
Max, Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
WEBS
3-6=-215/344
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd= 1 16mph; TCDL=5,Opsf; BCDL=5.Opsf; h=25ft;
Ca 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left exposed ; end
vertical left exposed; porch left exposed:C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1 .60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
1.5x4 11
I.5x4 11
4
114
DEFL. in (loc) I/deft L/d
Vert(LL) 0.06 6-9 >859 240
Vert(CT) -0.02 6-9 >999 240
Horz(CT) -0.00 2 n1a n/a
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 174 lb uplift at
joint 2 and 195 lb uplift at joint 6.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 24 lb FT = 0%
Combot, Repokl '
an
OAVCombo Wt,
W Anthony T. Tornbo it:, P1, 0 *
0- V, s lim'" " W'.W'06 dll')— k 14 W.t$'q vil' It(..A. Ar .0 M 4wt.01:w W III I r $0083 IN
V"'t'j I.," 'q Al .""V, pm W. rw-* rdo- ov W16" *". W"! I(V' 111 .4 WA .' 0-0 ?4.' IV I W", $1 llp-o 41 W W11 0 1k, I , N"rff' 1- It, r- .1 Tr VA1011— 4451
St, Lucie Blvd, WI
Fu,( Pierce, FL 34946 nIkIloml'
I"ion mopylowispoohibiud Awtht wale. petmkStophom A I Roof Ircu'i AptWylCombo III, I'l, 41 "I'll
4' -" I"' Rita IN I "I " " "" A ' ' I
I " "" *—
Job I russ truss type uty My RYAN HOMES I SUMMERLAND '
WRCSUA5 IV16E Monopitch Supported Gable 1 1
A0259122
i@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek industries, Inc. Tue Feb 20 17:55:03 2018 'Page I
ID:?sOQvilzBGko2hFpRYibzzzOpep-47M2ZOBtwb - ceinshH?XuE9gqPhOEIPXiLAnlBzjB8s
1-0-0 5-11 4-
2x4
1 .5x4 11
4
1.50 11 1.5x4 11
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d
TCLL 20,0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.00 1 n1r 90
TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 1 n/r 80
BCLL 0.0 Rep Stress Incr YES WEI 0.12 Horz(CT) 0.00 n/a n/a
BCDL mo Code FBC2017fTP12014 Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No1
WEBS 2x4 SP No,3
OTHERS 2x4 SP No-3
BRACING -
TOR CHORD
Structural wood sheathing directly applied or 5-11-4 oc
purfins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
m ifek recommends - -- -tthat - -S- -t a - b- i- ji z--e r's - andd- - required --
cross bracing be installed during truss erection, in
accordance with Stabilizer InsAalla ton guide
REACTIONS. (lb/size)
5 17/5-11-4 (min.0-1-8)
2 = 198/5-11-4 (min. 0-1-8)
6 308/5-11-4 (min, 0-1-8)
Max Horz
2 11 6(LC 8)
Max Uplift
5 = 11 (LC 8)
2 95(LC 8)
6 1 28(LC 12)
Max Grav
5 17(LC 1
2 198(LC 1)
6 308(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
WEBS
3-6=-250/397
NOTES-
1) Wind: ASCE 7-10; Vult=1 50mph (3-second gust)
Vasd=1 16mph; TCDL=5,Opsf; BCDL=5.Opsf; h=25ft;
Cat, 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone: cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the
truss only. For studs exposed to wind (normal to the
face), see Standard Industry Gable End Details as
applicable, or consult qualified building designer as per
ANSIfTPI 1.
3) Plates checked for a plus or minus 0 degree
rotation about its center.
4) Gable requires continuous bottom chord bearing.
5) Gable studs spaced at 2-0-0 oc.
6) This truss has been designed for a 10,0 psf bottom
chord live load nonconcurrent with any other live
loads.
7) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 11 lb uplift at
joint 5, 95 lb uplift at joint 2 and 128 lb uplift at joint 6,
9) Beveled plate or shim required to provide full
bearing surface with truss chord at joint(s) 2.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 24 lb FT = 0%
td—OWW-1 l".h In W!
Aothorly T, lombo 111, P.F.
80083
4451 Sr. Plvd
Poll, Pleve, R 34q46
pyo (oghic 204A lkn1luo,ts it ory lolmp AdbAd 400 1he .0en Feimnme fol. A 110041.we' Amth"VI 10mbolli PJ, ZE
Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND
W,RCSUAS MG7 Jack-Closed Girder 1 1
A0259123
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb 20 17:55:03 2018 Page I
ID:?sOQvIlzBGko2hFpRYibzzzOpep47M2ZOStwb-ceinshH?XuE9gI PVIE91 XiLAnlBziB8s
7-0-0
3-5-13 3-6-3
1.5x4 11
3x6 11 4x4 =
6X6 :
7-0-0
Plate Offset 11, 0-0,0-3 11 -1- 2,0- _0L [5:0-4-8,0-1 81
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in Ioc) I/defl Ud
TCLL 20,0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.03 4-5 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(CT) 0.05 4-5 999 240
BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(CT) 0.01 4 n/a n/a
BCDL 10.0 Code FBC2017rFP12014 Matrix -MP Wind(LL) 0,03 4-5 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-10-15 oc
purtins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 9-2-5 oc bracing
Mit k-------------- recommends that -tha-t-,S,t,abi-liz-e-rsa-n-d--r-equired
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 1778/0-3-8 (min. 0-2-2)
4 137411vierhanical
Max Horz
1 = 138(LC 8)
Max Uplift
1 473(LC 8)
4 = 432(LC 8)
Max Grav
1 1778(LC 1)
4 = 1374(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-2138/550
BOTCHORD
1-9=-606/1942, 9-10=-606/1942,
5-1 0=-606/1942, 5-11 =-606/1942,
4-11 =-606/1942
WEBS
2-5=-386/1588, 2-4=-2183/681
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasc1=1 16mph; TCDL=5,Opsf; BCDL=5.Opsf; h=25ft;
Cat, 11; Exp C; Encl., GCpi=0,18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL= 1 .60 plate grip DOL= 1 .60
2) Plates checked for a plus or minus 0 degree rotation
about its center,
3) This truss has been designed for a 10,0 psf bottom
chord live load nonconcurrent with any other live
loads.
4) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 473 lb uplift at
joint 1 and 432 lb uplift at joint 4.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 868
lb down and 246 Ih up at 0-10-12, and 867 lb down
and 247 lb up at 2-10-12, and 867 lb down and 247 lb
up at 4-10-12 on bottom chord. The design/selection
of such connection device(s) is the responsibility of
others,
8) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber lncrease=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 4-6=-20
Concentrated Loads (lb)
Vert: 9=-868(F) I 0=-867(F) I I =-867(F)
PLATES GRIP
MT20 244/190
Weight: 40 lb FT = 0%
W., m1 . t,
Anthony T. Tombo H', P.E.
aft, I— ft,-0 t 80083
mt-"N,"Ww", .4 .4v, 4451 St, e Blvd,
0 . .....
Rw Pi(4,e, H 3494E 6
Who.11 TOM44111,P'l, ftlo owtmollhodvowm mft I'm , pokfbi'd o0*01lo -pffleom,,qv ho.A I tool lwwZ
JUU 1 russ i ype Uty Ply RYAN HOMES I SUMMERLAND '
A0259124WRCSUA5VM3valley1
FL 34946, design@altruss.com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. —Tu-,
ID:?sOQvilzBGko2hFpRYibzzzOpep-YJwRmkCVhv6TGvM2F
2x4
LOADING (psf) SPACING- 2-0-0 CSL
TCLL 20.0 Plate Grip DOL 1.25 TC 0,12
TCDL 10.0 Lumber DOL 1,25 BC 0.05
BCLL 0.0 Rep Stress Incr YES WB 0.00
BCDL 10.0 Code FBC2017ITP12014 Matrix-P
LUMBER -
TOP CHORD 2x4 SP No,2
BOT CHORD 2x4 SP No,2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizersb-iliz--ers and riequiredcross
bracing be installed during truss erection, in accordance
with "Sta-bililzler-Illn's,tallatio-n- guide. REACTIONS. (
lb/size) 1
90/2-11-6 (min. 0-1-8) 2 =
67/2-11-6 (min. 0-1-8) 3
22/2-11-6 (min. 0-1-8) Max
Harz 1
46(LC 12) Max
Uplift I
22(LC 12) 2
53(LC 12) Max
Grav I =
90(LC 1) 2 =
67(LC 1) 3
45(LC 3) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. NOTES-
1)
Wind: ASCE 7-10; Vult=1 50mph (3-second gust) Vasd=
l 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat.
11; Exp C; Encl., GCpi=O. 18; MWFRS (envelope) and
C-C Exterior(2) zone; cantilever left and right exposed ;
end vertical left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=
1.60 plate grip DOL= 1,60 2)
Plates checked for a plus or minus 0 degree rotation about
its center. 3)
Gable requires continuous bottom chord bearing, 4)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads. 5) *
This truss has been designed for a live load of 20.
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members. DEFL.
in (loc) I/defl Ud PLATES GRIP Vert(
LL) n/a n/a 999 MT20 244/190 Vert(
CT) n/a n/a 999 Horz(
CT) -0.00 2 n/a n/a 6)
Bearing at joint(s) 2 considers parallel to grain value using
ANSUTPI 1 angle to grain formula. Building designer
should verity capacity of bearing surface. 7)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 22 lb uplift at joint
1 and 53 lb uplift at joint 2, LOAD
CASE(S) Standard
Weight:
8 lb FT = 0% Wo —"
W jw—wl *-0 k' % 4 h,*t ke;".'r terEt—% Ik aarces, WO 0 U FOm4 r'N mw"W'h W "*,4.p 9 t" In W, ' 11 M4, '—r- Anthony T, mrT,)mbo
III,
P.E. 80083 4451 $t.
Lucie
Blvd, Fo"t PWrle,
F[ 341146 Ovy'jm C
2016 A I Reef h ... £ kthay 1, 1who At P'L lepAvim qf th6 k(owal so 40Y 101-, 1$ WhIbiltil -420 14 -01e F110IMM Item A I 100f T-M X91h"Y t IMN 111, 1`1
RYAN HOMES / SUMMERLAND
A0259125
WRCSUA,9
11
VM5 IValley
J_--,---_1J9b erenq qop IRet _ (optional)_ ........... .. . ..... .
Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc, Tue Feb 20 17:55:05 2018 Page 1
ID:?sOQvllzBGko2hFpRYibzzzOpep-OVTp_4D7SCEKt3xEpi1?-fEzqCLdDlqAffuN4ziB8q
5 - -0 - -0
5-0-0
3
2x4 1.5x4 11
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/def! Ltd
TCLL 20.0 Plate Grip DOL 1.25 TC 0,43 Vert(LL) n/a n/a 999
TCDL 10,13 Lumber DOL 1,25 BC 0.20 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incir YES WB 0.00 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No,3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 1 0-M oc bracing.
1
M-ifek--recommends -- that Stabilizers an-d- required cross
bracing be installed during truss erection, in accordance---
I-,-I-w--ith—St—a,-b-il,i-z--e-,r---Installat_i_onguide,_ _ REACTIONS. (
lb/size) 1 =
164/4-11-6 (min, 0-1-8) 3
164/4-11-6 (min. 0-1-8) Max
Horz I
83(LC 12) Max
Uplift I
41(LC 12) 3
75(LC 12) Max
Grav 1 =
164(LC 1) 3
164(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. NOTES-
1)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat.
11; Exp C; Encl., GCpi=0,18; MWFRS (envelope) and
C-C Exterior(2) zone; cantilever left and right exposed ;
end vertical left exposed;C-C for members and
forces & MWIFIRS for reactions shown; Lumber DOL=
1.60 plate grip DOL= 1 .60 2)
Plates checked for a plus or minus 0 degree rotation about
its center. 3)
Gable requires continuous bottom chord bearing, 4)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads, 5) *
This truss has been designed for a live load of 20
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members, 6)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 41 lb uplift at joint
1 and 75 lb uplift at joint 3. LOAD
CASE(S) Standard
PLATES
GRIP MT20
2441190 Weight:
16 lb FT = 0% 0
lu
1VU-0t *"0' l"..: 1.0— VS'— **'s Anthony 1. lomt-o ll', P E mt"
S'"'Ww Wm"O'A. N TDO * s, —s r*-, Olt, W." Whe W.". IMF'4'00 1, TV 14 cr€ 1—' '4 -Y M 1 $snore,r. M a N N" 4"r Eq.. t" 4451 St Lucie Blvd, Fw,
Pwrre, 'K 34946 An*.
fl f'lWh0lI1.PJ' zt
JANUARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION I STDTL01
1]
A-1 ROOF TRUSSES
4451 ST, LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
CORNERSET GENERAL SPECIFICATIONS
MAX LOAD; 55 psf Roof Load, 175 mph, ASCE
7-10, Exp. B, C up to 50' Mean Roof Height
and Exposure D up to 30' Mean Roof Height.
Attach King Jack w/ (3) 16d Toe
Nails @ TC & 24" Strap w/ (6)
10d x 1.5" ea. end @ BC
Attach End Jack's Attach Corner Jack's
w/ (4) 16d Toe Nails @ TC
w/ (2) 16d Toe Nails @ TC &
3) 16d Toe Nails @ BC BC (Typ)
0
r-
3ch Corner Jack's
2) 16d Toe Nails
TC & BC (Typ)
M e $ P,enzAmwgewettt Rx'A-;i+3EIHS#,S, A" ` SE1?tk.aSilalQl"mtIN 4.,aY#:M 'Fi £t'k,Aetr!`lr$fd3 !uu Nate axxtgxaca€kst m€,r. m ' +k..s vsya ta.is 1G#:+M 9r d@sae 3r :a?I h3e+ax arms€Mrtne uAt4wRa'to
P4 wea xr hex ;tYffi+A for roet ra aF is.tk k}',ssxRen ;:r x.. aw ex mrl^.C`-.epr aa,mx;samce at aen sxa6 "a±k'.#tsWksW,`=.?rM B+ efprs rar, xd anMF§xtir ,k; Y i?hk4 e.".0., +n.
ttx:E.,ek.,s4+r.
p.
yr,
Maa7R*Nate rcdyMkMex c' i.+M+M x siPm 4d er'R.kr rd++.rMl a+'r Sk a ne+aharece€.4+x a€y+daz;e. ta.sate, teaxsgM. orsMbser dse b»s_&s w 3rrs :gt?¢4,o-etaAh*aa Mx*a%ax9u,A»
IwNx}
u A[
tittarav1
SS" . $`CPe?rrma.ktMuzkM„
laAmp akorrowaPPB4x?@}ie3o f
i;itf<
d, _01
aA
hw1aea
0 11"
I..
asfi 44
Cqarrthc24R Al
tfratisetiAst@oay{.taa agt.l.
krg=ads<naxott siara,es3 aatltt.rs*oArb ted.i kuv raxeinanerm oswrlrsad-tFc iractei-pc mext,laac4o f.P.f. FM Pierce, FL 14W
FEBR6ARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409.1010
ALTERNATE OIAGONAL BRACING TO THE BOTTOM CHORD
1' - 3' MAX.
DIAG. BRACE
AT 1/3 POINTS
IF NEEDED
IT IS THE RESPONSIBILITY OF THE BLDG.
DESIGNER OR THE PROJECT ENGINEER/ARCHITECT
TO DESIGN THE CEILING DIAPHRAGM AND ITS
ATTACHMENT TO THE TRUSSES TO RESIST ALL
OUT OF PLANE LOADS THAT MAY RESULT FROM
THE BRACING OF THE GABLE ENDS.
HORIZONTAL BRACE
SEE SECTION A -A)
TRUSSSES e
24' O.C.
2X6 DIAGONAL BRACE SPACED 48'
O.C. ATTACHED TO VERTICAL WITH
4) - 16d NAILS, AND ATTACHED TO
BLOCKING WITH (5) - 10d COMMONS.
NAIL DIAGONAL BRACE TO
PURLIN WITH TWO 16d NAILS.
2X4 PURLIN FASTENED TO FOUR
TRUSSES WITH (2) - 16d NAILS
EACH. FASTEN PURLIN TO BLOCKING
W/ (2) - 16d NAILS (MIN.).
PROVIDE 2X4 BLOCKING BETWEEN
THE TRUSSES SUPPORTING THE
BRACE AND THE TWO TRUSSES ON
EITHER SIDE AS NOTED. TOENAIL
BLOCKING TO TRUSSES WITH (2) -
10d NAILS AT EACH END. ATTACH
DIAGONAL BRACE TO BLOCKING WITH
5) - 10d COMMON WIRE NAILS.
END WALL
r , • r , r • • , , r •
r
CEILING SHEATHING
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED:
METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE
OF THE STRUCTURAL GABLE AND FASTEN PER THE
FOLLOWING NAIL SCHEDULE.
METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL
MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING
NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME
SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS.
VERTICALNAILINGSCHEDULE:
FOR WINO SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE
7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d 031'
X 3') NAILS SPACED 6' O.C.
FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150
MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d
131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM).
STRUCTURAL
GABLE TRUSS
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI
BRACING METHODS SHOWN ON PAGE i ARE VALID
AND ARE TO BE FASTENED TO THE SCABS OR
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
ON THE INTERIOR SIDE OF THE STRUCTURE.
NOTE: THIS DETAIL IS TO BE USED ONLY FOR/
STRUCTURAL GABLES WITH INLAYED
STUDS. TRUSSES WITHOUT INLAYED
STUDS ARE NOT ADDRESSED HERE. /
STANDARD GABLE /
TRUSS /
UKAL
TRUSS
STUD
AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING
MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF
THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.
THE BRACING SHOWN IN THIS DETAIL IS FOR
VERTICAL/STUDS ONLY.
JULY 17, 2017 STANDARD PIGGYBACK TRUSS
CONNECTION DETAIL
STDTL04"
i
sAN
r
war
THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS:
ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE
CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN
DRAWING FOR UPLIFTS.
NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24" O.C. OR LESS,
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
PIGGYBACK TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL PIGGYBACK TRUSS INFORMATION.
SPACE PURLINS ACCORDING TO THE MAXIMUM
SPACING ON THE TOP CHORD OF THE BASE TRUSS
SPACING NOT TO EXCEED 24' D.C.) A PURLIN
TO BE LOCATED AT EACH BASE TRUSS JOINT.
ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2" X 8"
TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48" O.C. PLATES
SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48" O.C.
STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH
FOUR (4) 6d (1.5" X 0.099") NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM
UPLIFT CAPACITY OF 377 LBS. AT EACH 2" X 8" TEE -LOCK MULTI -USE
CONNECTION PLATE. (MINIMUM OF 2 PLATES)
ATTACH EACH PURLIN TO THE TOP CHORD OF
THE BASE TRUSS.
PURLINS AND CONNECTION BY OTHERS)
BASE TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL BASE TRUSS INFORMATION.
inrmP_ ffrtKr nerayNtrcwrr Pn't i r(tM S£i;"#'zk.P ,AN4 `SiM'id ; t91PwK.S7F7M ('6:FM bk7tJVif;¢dAI I' m Yr. k+r ik+n: aN=MMs, arlmx a.;if. 9 fim<a iRn': ¢p ke F+ua., (lappxtG t+ bhm liee trAe a r Antsr xfien. =!JR'Arxsx Surat
Af'# uauu+yer±a sbk N+<+4frvA Oiai ,¢+i. {;ei sf:4p( w«! ` iFw,Eh'tq.ew.}Mt .es rsrr rS%•pre.us is Kee{Oaatdl4r pd +auNt +Mpara H!^r`i thtkt it ke k::qx R;k Crepe trynef Mi';tt`.M*r aNri f. Iset Marv. ,ro;.. hdx¢ rd— ; .P)C?1UCYy T. Ti)iPiiaQ rii, `J.. o aamurr .moms .k ry amaa w «nor n': s yaan waAt n ;or a ,ne «s ra ras n ra e*im hit.. ,e'i', t4ty sww o, ,0'v.th ,h* rumor&'* s 8 NJ83Tt'+p¢ExV'aeFr ks t! Pr Yt ex i ta+A tki Man q*rkNas aS'bb:alkd(n.tr+.ah<pn 3Rb P+A*hkdgrk+ndi&.k ex,ln*6u {erouf*= +aezAe+sa W.#rc:r6R.ttar 7snrs@ts4.`"Cesiy+;a{.. re m4 c,M m. rr-r:a 4C`I 54. IuriB iVd. rvx ie fr4mxEh it Aagar+.xarn apa 6Y+a¢h'a mnN `.b r s:4e.{atgava wkpl'p ier+Rrq Br lee:,gi si dYm h}a e'rm Er7 q Races{I,.,f:e+mt €i Mae4p fi-.
a Peitt"37 IGb{Baalievfut kvkox 1.(Hakelgf.f.Rawc@ratoaofrbrsisuneetin
Fort Pierce, FL 3a946
R 1 _. P ar=giatm fg ak:4htaatrnarFea ritldngt=aiasi4A4ornA-1Raur liwses-kedtaapl.lo-t 6eRl,Pi,
JULY-17,2017 I TRUSSED VALLEY SET DETAIL- SHEATHED 1 STDTL05
4
A'l ROOF TRUSSES
44F4 CT I WNC 01 X/n
FOF
SECURE VALLEY TRUSS
Wl ONE ROW OF 10d
NAILS 6" D.C.
ATTACH 2X4 CONTINUOUS #2
SYP TO THE ROOF Wl TWO USP
WS45 (1/4" X 4,5-) WOOD SCREWS
INTO EACH BASE TRUSS,
Fillft-f-MM,
GENERAL SPECIFICATIONS:
1. NAIL SIZE = 3* X 0.131" = 10d
2 WOOD SCREW = 4.5"WS45 USP OR EQUIVALENT.
1 INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES.
4. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND
SECURE TO BASE TRUSSES AS PER DETAIL "A".
5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE
INDIVIDUAL DESIGN DRAWINGS.
6. NAILING DONE PER NDS - 01.
7. VALLEY STUD SPACING NOT TO EXCEED 48"O,C.
E END, COMMON
3S, OR GIRDER TRUSS
TRUSS CRITERIA:
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3112 MAXIMUM 6/12
CATERGORY 11 BUILDING
EXPOSURE
WIND DURATION OF LOAD INCREASE: 1.60
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24" O.C. (BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES,
erc T—*k 1- rw 'Y'! 00f i'Mkkw lei v01f.4: 10% 4 :004'ti MT5#;VfflVW*"f'lk*f" " 410s I.UP' f( Anthony T,
Tom III, P,[, r-""MOV
Mwk vo!
te*'k' Wftj wwk 4451 St 1,0Cw Lllv,'. For, Picne, R,
34946 toWyl
FEBRUARY 5, 2018 1 TRUSSED VALLEY SET DETAIL I STDTLON
m
A'l ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772,109-1010
SECUR(
Wl (
VALLEY TRUSS
TYPICAL)
GABLE END, COMMON
TRUSS, OR GIRDER
TRUSS
NO SHEATHING) N.T.S.
GENERAL SPECIFICATIONS:
I NAIL SIZE = 3" X 0, 131' = I Od
2 WOOD SCREW = 3* WS3 USP OR EQUIVALENT.
31 INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE PER DETAIL
lv
4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN
DRAWINGS.
5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT
To THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING.
6. NAILING DONE PER NOS - 01.
7, VALLEY STUD SPACING NOT TO EXCEED 48"O,C,
P F 1-2
SEE DETAIL "A"
BELOW (TYP,)
BASE TRUSSES
GABLE END, COMMON
TRUSS, OR GIRDER
VALLEY TRUSS TRUSS
TYPICAL)
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12
CATERGORY 11 BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE: 1.60
ATTACH 2X4 CONTINUOUS #2
MAX TOP CHORD TOTAL LOAD = 50 PSF
SYP TO THE ROOF W1 TWO USP
MAX SPACING = 24"O.C. (BASE AND VALLEY)
WS3 (1/4- X 3-) WOOD SCREWS
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES,
INTO EACH BASE TRUSS.
Amlonv 1 4 lbo "J, P.E.
Fott iltw2, R 34946
FFJ l cl N 16 A I Rq*f 4, w 614"1, lovk 31, F,f, ltpAomn 0 A,gua wt it alucrepok'O'd Aoul fl,t .,mtpvt",- 4m k I ppoi Imm Af*oy I I*r,6 w pi-
JULY,17, 2017
INkj%j%_)I_Lj
HIGH WIND VELD TY)
Im
Aam
A-1 ROOF TRUSSES
4451 ST, LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
ATTA(
WIND DESIGN PER ASCE 7-98, ASCE 7-1
WIND DESIGN PER ASCE 7-10: 170 MPF
MAX MEAN ROOF HEIGHT = 30 FEET
CATERGORY 11 BUILDING
EXPOSURE 6 OR C
WIND DURATION OF LOAD INCREASE:
MAX TOP CHORD TOTAL LOAD m 50 PSI
MAX SPACING = 24"O,C. (BASE AND VA
bUPPOR I INU I RUZi61=6 UIKLU I LY UNI_IkK VALLEY I NUbbtb MUb I UL
DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2'- 10' ON AFFECTED
TOP CHORDS.
NOTES:
1, SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES.
2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER.
FOR BEVELED BOTTOM
CHORD, CLIP MAY BE APPLIED
TO EITHER FACE.
CLIP MAY BE APPLIED
TO THIS FACE UP TO A
NON -BEVELED MAXIMUM 6/12 PITCH
BOTTOM CHORDu I NON -BEVELED
BOTTOM CHORD
CLIP MUST BE APPLIED TO
THIS FACE WHEN PITCH
EXCEEDS 6/12 (MAXIMUM
12112 PITCH)
4'
Antimy 1, 1 ombo 111, '1,
9#'*'Vm All %%I Al'*w., em, P" tmwv W'V_v s'v r4,w Twx': w*wok, $0 oAl ON 1W llvml tw"' 1 4451 St, Woe 13W, fvtt
P,*[ce, R 341446 6..
A 14.4 T-- 1 i..aAn Il4 0;
FEBRUARY 17, 2017
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772-409.1010
STANDARD GABLE END DETAIL
TYPICAL 2X4 L-BRACE
NAILED TO 2X4 VERTICALS
W/10d NAILS, 6' Q.C.
VERT
STUD
SECTION B-B
TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY.
1 1:
VERTICAL 2X6 SP OR SPF
STUD 2 DIAGONAL
BRACE
4) - 16d
NAILS 16d NAILS
SPACED 6' D.C.
2) 10d NAILS
INTO 2X6 2X6 SP OR
SPF #2
2X4 SP OR
SPF #2 TYPICAL HORIZONTAL
BRACE NAILED TO
2X4 VERTICALS
SECTION A -A W/(4) - 10d NAILS
DIAGONAL BRACE 4' - 0' O.C. MAX.
1 1-15 SEE INDIVIDUAL ENGINEERING DRAWINGS
FOR TRUSS DESIGN CRITERIA.
12 PROVIDE 2X4 BLOCKING BETWEEN
VARIES TO COMMON TRUSS
THE FIRST TWO TRUSSES AS NOTED.
TOENAIL BLOCKING TO TRUSSES
WITH (2) - 10d NAILS AT EACH END.
ATTACH DIAGONAL BRACE TO
BLOCKING WITH (5) - 10d NAILS
4) Bd NAILS MINIMUM, ROOF
3X4= PLYWOOD SHEATHING TD SHEATHINGB2X4STOSPFBLOCK
DIAGONAL BRACING *itL - BRACING REFER
REFER TO SECTION A -A TO SECTION B-B 24' MAX. -- +—I
NOTE:
OF #2 MATERIAL IN THE TOP ANDTTRUSS CHORUS. DEBOTTOM lOd 2.
CONNECTION BOTTOM CHORD OF GABLE END AND WALL TO 12' MAX. / NAILS BE
PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3.
BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT
OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF 1 SY4.
L?TBRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER
WITH ONE ROW OF 10d NAILS SPACED 6' Q.C. 1 3 TRUSSES 0 24' O.C. 5.
DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT
4' - 0' D.C. 6.
CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 DIAGONAL BRACE WITH
16d NAILS SPACED 6' D.C. HORIZONTAL BRACE TO BE LOCATED AT SPACED 48' OZ. ATTACHED THE
MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE TO VERTICAL WITH (4) - STUDS
WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 16d NAILS, AND ATTACHED 7.
GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240. TO BLOCKING WITH (5) - B.
THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES, DIAL. BRACE 10d NAILS. 9.
DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS IF
NEEDED TRUSSES. 10.
10d AND 16d NAILS ARE 0131'X3.0' AND 0131'X35' COMMON WIRE NAILS RESPECTIVELY.
11.
SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY
SPIB/ALSC. MINIMUM
STUD SIZE
SPECIES AND
GRADE STUD
SPACING
WITHOUT
BRACE
2X4
L -
BRACE DIAGONAL
BRACE
2)
DIAGONAL AT
BRACEST
1/3 POINTS MAXIMUM
STUD LENGTH 2X4
SP 931 STUD 12" O.C. 3-6-10 5.6-11 6-6-11 11.1.13 2X4
SP #3 t STUD 16" O.C. 3-3-10 4-9.12 6-6-11 9.10-15 2X4SP#
31STUD 24'O.C. 2-6-6 3-11-3 5.4.12 6.1-2 2X4
SP #2 12" O.C. 3-10-15 5-6-11 6.6-11 11.6-14 2X4
SP #2 16" O.C. 3-6-11 4-9.12 6-6-11 10-H 2X4
SP #2 24" O.C. 3-1-4 3.11-3 6-2-9 9-3-13 DIAGONAL
BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE.
DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH
EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH
10d NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 90%
OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. HORIZONTAL
BRACE SEE
SECTION A -A) ENO
WALL MAX
MEAN ROOF HEIGHT = 30 FEET EXPOSURE
B OR C - — ASCE
7.10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION
OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS.
PEBRIJARY 17, 2017
1 -LiI %vaI- I I -LiI \rN%..$L_ "L_ I nIL
STDTL09
WITH 2X BRACE ONLY
NOTES:
T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING
IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90% OF WEB LENGTH.
THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO
CONTINUOUS LATERAL BRACED WEBS.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
NAILING PATTERN
T-BRACE SIZE NAIL SIZE NAIL SPACING
2X4 OR 2X6 OR 2X8 10d 6" O.C.
NOTE. NAIL ALONG ENTIRE LENGTH OF T-BRACE / 1-BRACE (ON
TWO-PLY TRUSSES NAIL TO BOTH PLIES)
NAILS
BRACE SIZE FOR ONE -PLY TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE 1 2
2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE
2X6 2X6 T-BRACE 2X6 I -BRACE
2X8 2X8 T-BRACE 2X8 I -BRACE
BRACE SIZE FOR TWO-PLY TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE 1 2
2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE
2X6 2X6 T-BRACE 2X6 I -BRACE
2X8 2X8 T-BRACE 2X8 I -BRACE
T-BRACE / I -BRACE MUST BE SAME SPECIES
AND GRADE (OR BETTER) AS WEB MEMBER.
NAILS
WEB
NAILS
I -BRACE
NAILS
WEB
SECTION DETAILS
STDTLIO
TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY B TO 10 FEET
ALONG A FLOOR TRUSS.
NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE
TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY
A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW.
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE
772AO9-1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS
FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY
CONNECTED, BY OTHERS, AT THE ENDS.
INSERT W000 SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (00 NOT
USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS)
ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d
TO TOP CHORD NAILS (0.131' X 31) NAILS (0.131' X 3'). ATTACH TO VERTICAL
NAILS (0.1313WITH )X
3) BLOCKING
BEHIND THE VERTICAL WEB
IS RECOMMENDED WHILE NAILING
THE STRONGBACK USE
METAL FRAMING J ATTACH TO VERTICAL ANCHOR
TO ATTACH WEB WITH (3) - 10d TO
BOTTOM CHORD NAILS (0.131' X 3') ATTACH
2X4 VERTICAL TO
FACE OF TRUSS. FASTEN
TO TOP AND BOTTOM
CHORD WITH 2) -
10d NAILS (0,131' X
3') IN EACH CHORD ATTACH
TO VERTICAL SCAB
WITH (3) - 10d NAILS (
0,131' X 3') TRUSS
2X6 4' - 0' WALL STRONGBACK (
TYPICAL SPLICE) (BY OTHERS) ATTACH
TO CHORD WITH (
2) #12 X 3' WOOD
SCREWS 0.
216' DIA.) INSERT
SCREW THROUGH OUTSIDE
FACE OF CHORD INTO EDGE
OF STRONGBACK (00 NOT USE
DRYWALL TYPE SCREWS) THE
STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED
BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED
ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0131' X 3') EQUALLY
SPACED. ALTERNATE
METHOD OF SPLICING: OVERLAP
STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d
NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN
STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING
BY
OTHERS)
FtBROARY 17, 2017
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772.409-1010
LATERAL TOE -NAIL DETAIL
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45* WITH THE MEMBER
AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN
THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS
SHOWN).
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL
BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO
SPECIES FOR MEMBERS OF DIFFERENT SPECIES.
TOE -NAIL SINGLE SHEAR VALUES
PER NOS 2001 (LB/NAIL)
DIA SP DF HF SPF SPF-S
131 88.0 80.6 69.9 68.4 59.7
o 135 93.5 85.6 74.2 72.6 63.4
162 108.8 99.6 86.4 84.5 73.8
Mi
128 74.2 67.9 58.9 57.6 50.3
0
p 131 75.9 69.5 60.3 59.0 51.1
in 148 81.4 74.5 64.6 63.2 52.5
N
M
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
3) - 16d NAILS (0.162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD
FOR LOAD DURATION INCREASE OF 1.15:
3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (DOL) = 291.5 LB MAXIMUM CAPACITY
ANGLE MAY
VARY FROM
30* TO 60*
45.00'
ANGLE MAY
VARY FROM
30* TO 60*
STDTL11
THIS DETAIL IS ONLY APPLICABLE TO
THE THREE END DETAILS SHOWN BELOW.
SIDE VIEW
2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
SIDE VIEW
2X4) 3 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
45A'
SIDE VIEW
2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
NEAR SIDE
ANGLE MAY
VARY FROM
30* TO 60*
45M'
FEBRUARY 17, 2017 1 UPLIFT TOE -NAIL DETAIL I STDTLI2
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
THIS DETAIL SHALL BE USED FOR A CONNECTION
RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER
IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS.
TOE -NAIL WITHDRAWAL VALUES
PER NOS 2005 (LB/NAIL)
DIA. SP OF HF SPF SPF-S
L7
131 59 46 32 30 20O
135 60 48 33 30 20
m 162 72 58 39 37 25
m 0 128 54 42 28 27 19
H
LD
Z
2
0 131 55 43 29 28 19
LLl
148 62 48 34 31 21j
J N
Z
120 51 39 27 26 17
0
z 128 49 38 26 25 17
O
131 51 39 27 26 17
O 148 57 44 31 28 20
M
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30' WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE
MEMBER END AS SHOWN.
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3, ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION.
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
3) - 16d NAILS (0162` DIA. X 3.5') WITH SPF SPECIES TOP PLATE
FOR WIND DOL OF 1.33:
3 (NAILS) X 37 (LB/NAIL) X 1.33 (DOL FOR WINO) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
FOR WIND DOL OF 1.60:
3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LEIS (177 LBS) BUILDING
DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION.
USE (3) TOE -NAILS ON 2X4 BEARING WALL
USE (4) TOE -NAILS ON 2X6 BEARING WALL
NEAR SIDE
FAR S]
L
TOP PLATE
OF WALL
VIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLY
IL
NAIL
NAIL
SIDE VIEW END VIEW
TYP W NAILER ATTACHMENT 1 STDTL13
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
I Z) x 4
W NAILER ATTACHMENT
GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 170 mph, ASCE
7-10, 29'-0" Mean Height, Exp. B, C or D.
Apra 11, 2016 TYPICAL ALTERNATE BRACING DETAIL
FO EXTERIOR FLAT GIRDER TRUSS
STDTL 14
t .,1
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD,
FORT PIERCE, FL 34946
772.409-1010
4) 12d
TRUSS 2411 O.C.
UPLIFT CONNECTION
SEE ROOF TRUSS)
EXTERIOR FLAT
GIRDER
12
VARIES L,,,
MAX 3011 (2'-6")
2x6 #2 SP (Both Faces)
24" O.C.
SIMPSON H5
bazauy tMsao Mr yi+zfrvx. M'4 t* tFa fi Sd..tt„6.N.Yx-. i:tM46 ttt?..`+Ri-:k. :+x ^CM'.t k[x9`tiEPuk Ai^Mra. e. tr ax'Pt++apie:nt.:N shr w.Ai+im P i.'J rai T+--xaE pe kxkwY nwh C t> Iknwxr xmuae3.n +t aht: me.:re iMe4 at 4e t4¢. wfe
wt n r a Frrroap sx n roe `x+n« rme sa t,g' ra wza oxa a C tea: of Ea t i..,ums irt. wf x aaa ». ?4 ®.t ,x+e ,:aao n..a+wrc, m +t wwroieK#. a punih.a
4411.1 C
84 Sf
Re ta'+9e4 xi e` W }",u aYN t; aA P'W.r ad gate'a+ %kak } '+f.++aN, tCeo-Mne l V IHdMN Hi'd'4 eru Mf. N.e:.F'f^" MlKM+:firta`M x+MhMx api k rc: ti W,.... bigar`,, vs ve,W'.cp rxr AM S.n NtmQnvee un.is NYi of 61LYE_
ihYze xx 4M.ttiA e psttF vPiai %a^a` qM=tF M^-Y aae s. e:.ne fFNR v4,1?. 9tSelR't'1'.e..Ixy. .iWs .tryurc Parr sm'dq Mtyn u;tt Miv3 atta h6cMm 1,
Cagyetgk?t E0k F-i Rcel GusartsAa+RertyF. €wp4ro Hf, P_C Ccpecdxctma 0 lhi, dasrsiastrc and=tkemAi iact irax+cw-4aNee¢r f_taabe ttl.PA,
FEERLXARY 17, 2017
r
A-1 ROOF TRUSSES
4451 ST- LUCIE BLVD,
FORT PIERCE, FL 34946
772-409-1010
STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND STDTL15DAMAGEDORMISSINGCHORDSPLICEPLATES
TOTAL NUMBER
OF NAILS EACH
SIDE OF BREAK
X
INCHES)
MAXIMUM FORCE (LBS) 15% LOAD DURATION
SP OF SPF HF
2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 2X6
20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028
26 39 30' 2194 3291 2007 3011 1697 2546 1738 2608
32 48 36' 2681 4022 2454 3681 2074 1 3111 2125 1
3187
38 57 42" 3169 4754 2900 4350 2451 3677 2511 3767
44 66 48" 3657 5485 3346 5019 2829 4243 2898 4347
DIVIDE EQUALLY FRONT AND BACK
ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF
THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE
ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (131' DIA. X 3').
STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' D.C. SPACING IN
THE MAIN MEMBER. USE A MIN. 3' MEMBER ENO DISTANCE.
THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS)
THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C
10d NAILS NEAR SIDE
10d NAILS FAR SIDE
THE LOCATION OF THE BREAK MUST BE GREATER
THE REQUIRED X DIMENSION FROM ANY PERIMETER
AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT
DO NOT USE REPAIR FOR JOINT SPLICES
NOTES:
1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR
DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE
TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN
THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF
SUPPORTING THE LOADS INDICATED.
2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR
AND HELD IN PLACE DURING APPLICATION OF REPAIR.
3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID
UNUSUAL SPLITTING OF THE WOOD.
4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID
LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY.
6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS.
IN"
TRUSS CONFIGURATION
AND BREAK LOCATIONS
FOR ILLUSTRATIONS ONLY
THAN OR EQUAL TO
BREAK OR HEEL JOINT
SEE SKETCH ABOVE).
FEBRUARY 17,2017 SCAB APPLIED OVERHANGS STDTL1 6
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TRUSS CRITERIA:
LOADING: 40-10-0-10
DURATION FACTOR: 115
SPACING: 24' D.C.
TOP CHORD: 2X4 OR 2X6
PITCH: 4/12 - 12/12
HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL
END BEARING CONDITION
NOTES:
1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS
WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148' DIA, X 3) SPACED 6' D.C.
2, THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH
AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO
AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
2X- SCAB
2.0 x L)
1 24- MAX 24"MIN
NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED
WHEN OVERHANG HAS BEEN BROKEN OFF.
IMPORTANT
THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24,
D.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD
LOADS NOT EXCEEDING 50 PSF.
TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY.
IREFER TO INDIVIDUAL TRUSS DESIGN
FOR PLATE SIZES AND LUMBER GRADES
ai „tt r1 1 .. nI0t4I - YOd4PE 1- OtIPUM t IIaM% .._A Ik 1 ' -- """ q 1 I Olaf d0l Uf N Ili 'QQ N! ! R W 0 v1 0 W1 q P ad- Pro uw!bu- ud!u .._ -._ .,. p vnu -y1 Id y.M 1 d r yt IP zido w + 0 f iau46u- Auo lI da pi pry A rah iiau du; 6p-o wac6q nm1 I. 7 Yda1p dappn6 +W sr ;i oguio -A y1u Y ra-lrfjn l llal iq 1dVn+N W ai -1 pun yt i..u6uop Iyl Y. pi1n Pool ryl 6 dj iadS vmi +V! Pi wdarydo!p t-o0
wi'pu1 loaf jo ua 1—o.0 `Wppq +41 I. lwheydaip moll -*V- 1--' 144 II 1.!1Al-uY y!a W u.wpuaol .41 10 Aoa luo!iopunol .41 a1 .Mop spool pp.. 1. ulsua; '.."A, r.Wil .o puo 1-or 441 It p+nnba eanarq Aiq!qutt Moppnq lY-ua.ud pa Amrodwll sirondnt 6nuo-y o41 is Y6!It0 y+nddns W -4 dot o1 1x1" I- Yaµuuaa; `111- ro-yt -41 n1 leer -41 way pool 1-01 p 1-11-1 -1 IVIII-1 Ion Inq du1p141ui
WIMIII% +41 rry gq!svodvu ION s! u-ul6u; Y6po0 »nil +4I 1 141 lid soil A. -p —d puo "mod— 6Ylppnq !0 npa11 IonP!e!p. A"p I, '1wl.mop Y-!Rmpaol VI 1+d 'psa to 4-11 41-p oql W!M 1-AW11 "! -Fuld IOM 1+11m1 loot IV Y-411-Y 41 I- amago VV .1 {Melia VI -11, at Puo p-rou ..... µpt-ds qow of w} 6.pp q -q1 I- a&sop Pot q,. anowmlvm Iwo..11 I! oq e1 puaol Yo-q t.q
tlulwmop p-Muea -q1 My S."Vpu! aogolott I -ppm IIog1 Muea 1,41 `Iiu+.mnp p@wqm Pmo44 pau "o -P INu.gns Flit"-P 'A1-410 Aq Plrodlyd "...Wrap !oNt.gnc 6Y!pap. 'amlmll Vt 6r!POW4 -41 1 ubg-p 141 Wie Anpgg-d.m rot 01 -41 Aq P-M-ua -4 II-41 (16.Mo1P 0-41 -- 'I goulwga VaNI-4S-1rYew-ryab- 6 r +w6u1 ugpiM µ-Ill ynM Ap1!gyad.m 1-1 Oil 1144 PIa 1001 141 "- Pao WVPwa QY41
Pua rq gq!wodw p11qrtabrt-0 6u!p041 -1 lil le Yopva 11+1n1 -ql IN! M uua Idwto a! paoal ..+q 104 oil pqp A0mpVVI, s.I.Aup Intl -;y •oq.-; Auogl.y 6.aop!tod loyl g111w 16.Marp P-oal., .41 uo uMo41'pool pao suon....P -41 1-41 puo —41 6-1-01od -Ili Ye P-R ao 1u6!up "VII lonpu!p..41 04l ug0u1+0d1 A-- uo I- I,; i "q.01 AVa41-V 401 AUn p 11-1 -41 +qaa-1 tou wap P *IInII-11-M! V
10; Ppid o u At... 1-erlt (16uIMo-p doyl w 11a111wgnl lompmll '-It ail -4111-4111 F-P!--14 1! 4pa-..mop p410o 011ad -W to -11etr IQ as Pat4 fasWy pool IV Ag P.—I. cn 11nu 410- 1. -Ili 6.A!gu-PI OIL Aua MaIVIIIu'11--p uupnnsYat w u-gaa plod -Ili Aq p- ho a-q* Alua 001 .,V uo p-ptd-P 11m1 -16w1 -41 io AM $41 1-1 AlOIII-ldul 6a!u-Y!Bu- loo-gl-pvd o
nnoMuze o0 1IYaledu 001 AY- Y- puo -wy P+Plead lots 141 'u-.6W; Y6!uq 11m1 .44 IV rya0l.gnc P-w44 . paupp 1 ntlord .41 la Pad -q Ao. puo wbp-p III +uodwa lampmM1 Alin!»ds -ro (siu-wma0 6aau4-1 pgabq-p IaaPmg„ w t-wµis at punpA a1111 1001 IIV 1-1m1 Ml IY Aq -;-d 'ogw-t Aue41YY -1 pa1-11uou uo-q .14 .e-yi on -nit .. up t41 'UOM -Ill 11 .poroyr Ito -In -ql 6uym!Pu4 01 -
Vl Aq P-puad gVII—oP -lut W -q1 uo p-1oq pandad ..1q —It It 1" (4411 .o16n!0 I... -Id -.t PIo Hthlal) (tmul"41 u6!s-Q "M -41-I.PI!II Wi 1-1 Ot -W Aq 5 p.. 1a1m1 i111 1Y a1 P-quami ..+q —4 1-41—011lp-Ill AI 16Ylpnpw 'Olu-wn>op 6.u-.Bu; wnpmtS„ to t-Onl IO -1 P-uga a11u) Im-wnlop ua!pnywa PYo mu- p-lad IQ -I mtid.m puo Amlmeo ryl uadn Apr t1 o
00
00 I--- ---
Lr> (
n m
Un
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: q4 o0
Job Address: Historic District: Yes El Na
Parcel ID: Residential P Commercial
Type of Work: NewpAdditionE] AlterationEl Repair D DemoEl Change of UseEl Move El Description of Work:
Plumbing New Residential Construction Plan Review Contact
Person: Jamie Blackwell Phone: 407-323-
7515 Fax: 407-323-8954 Title: Clerical Email: _
jpfq(L ,
a)ap _ortando.com I Property Owner
Information
Name V Street:
Resident of
property? r7() City, state zip:
Contractor Information Name
Ady!nta ,
e Flumbinz, Inc. Phone: 407-323-7515 Street: PO Box 1117
Fax: 407-323-8954
City, State Zip: Sanford,
FL 32772 State License No.: CF-0057881 Architect/Engineer Information Name:
Street: City, St,
Zip:
Bonding
Company: Address: Phone:
Fax: E-
mail:
Mortgage
Leader:
Address: WARNING
TO OWNER:
YOUR
FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON
THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby
made
to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I
understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks,
and air conditioners, etc. FBC 105.3 Shall
be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015
Permit Application
FIRE INSPECTIONS CITY OF SANFORD
407,562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Page 3
Application Number . . . . . 18-00002593 Date 8/06/18
Property Address . . . 3816 CRAWLEY DOWN LP
Parcel Number I 17,20.31.5VC-0000-0960
Application description . . . NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name
Property Zoning PUD
Permit . I I . PLUMBING PERMIT -NEW RESIDENC.
Additional desc
Phone Access Code 1068873
Permit pin number 1068873
Required Inspections
Phone Insp
Seq Insp# Code Description Initials Date
10 322 UNPB PLUMBING UNDERGROUND
10-1000 311 PL03 SEWER
20 312 PL04 TUB SET
1000 313 PL05 PLUMBING FINAL
FIRE INSPECTIONS CITY OF SANFORD
407.562,2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541,2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688,5080
Application Number . , . . . 18-00002593 Date 8/06/18
Application pin number . . . 057336
Property Address . . . . . . 3816 CRAWLEY DOWN LP
Parcel Number . . 17.20.31,5VC-0000-0960
Application type description NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name . . . . . .
Property Zoning . . . . PUD
Application valuation . . 322211
Application desc
need noc ris on file
Owner Contractor
RYAN HOMES RYAN HOMES
4307 VINELAND RD H20
ORLANDO FL 32811
407) 692-9820
Structure Information 000 000 NEW SFR
Construction Type . . . . . VB
Occupancy Type . . . . RESIDENTIAL USE GROUP
Flood Zone NONE
Other struct info . . . . . ELEC AMPS 200.00
PLUMBING FIXTURES 22,00
NUMBER OF STORIES 2.00
SQUARE FOOTAGE 2994.00
Permit . . . PLUMBING PERMIT -NEW RESIDENC.
Additional desc . .
Phone Access Code 1068873
Permit pin number 1068873
Sub Contractor . ADVANTAGE PLUMBING INC
Permit Fee . . . . 132.00
Issue Date . . . . 8/06/18 Valuation . . 0
Expiration Date . . 2/02/19
Qty Unit Charge Per Extension
22.00 6.0000 EA FIXTURES,WATERHEATR,DRAIN,TRAP 132.00
Special Notes and Comments
All projects within the City shall use
WastePro for debris removal. Please
contact WastePro at 407.774,0800.
Normal hours for inspections are from
7:30 through 4:30 Monday through
Thursday. Please be aware you must
contact the Building Official to
schedule a Friday or after hours
inspection. This is required since not
every inspector is licensed to do every
type inspection. Communication is the
key, so please contact the Building
Official if you have any questions at
407.688.5058 or at
dave.aldrich@sanfordfl.gov
Water impact fee $1343.00
Sewer impact fee $3025.00
Other Fees 01-APPLCTN FEE -BUILDING 25.00
01-APPLCTN FEE -PLUMBING 25,00
01-BLDG PLAN REVIEW 1191.00
02-CURB CUT/DRIVE - S/F 40.00
01-FIRE IMP-RS 9-2017 383.81
01-LIBRARY IMPACT FEE 54.00
FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.
NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED.
NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED.
UNIVERSAL UESProject No; 0110.1700732,0000 Workorder
No: 9396701-2 ENGJNEERING
SCIENCES Report Date: 8/17/2018 hn
CA,ote hol(al - IvIlow-l"c'Wai , "11W, eiVKOa , -
Cowttwtioo 'N"I'll ,ti ji, Cetw'; - 11"I"'hold 3632 Mafgie
Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 A - 25 in-Plagg
Densily Test ort Client: Ryan
Homes 4307 Vineland
Road, Suite H2O Orlando, FL
32811 LIES Technician:
Sammie Edwards Date Tested:
08/17/2018 Project: Kensington
Reserve, House Lot Testing 3998 Brisson
Avenue, Sanford, Seminole County, FL 32773 Area Tested:
3816 Crawley Down Loop (Lot # 96) Typp of Test Material: Native
Field: ASTM D-2937 Drive Cylinder Methoc Reference Datum:
0 = Bottom of Footing Laboratory: ASTM D1557 Modified Proctor The tests
below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No.
Location
of Test Range aximumDptimum Moisture
Field
Dry
Density Pcf)
Field
Moisture
I
Soil
Compaction
W
Native
Depth
inch)
Pass
or
Fail
6 North
Footing 0-1 ft 105A 12.2 106.3 8.3 101 N/A Pas! 7 South
Footing 1-2 ft 105.4 12.2 107.9 6.0 102 N/A Pas! 8 West
Footing 1-2 ft 105.4 122 104.8 7.2 99 N/A Pas: 9 South
West Corner of Pad (TOF) 1-2 ft 105A 12.2 110.1 52 104 N/A Pas: 10 1
Center
of
Pad (TOF) . 1 2-
3
ft 1 105.
4
1 122
107,
1 51 102 N/A Pas: Remarks: TOF=
Top Of Fill 4 fl—
0-
k1;- —4 — —^h— n11 —-, - - — nm n^r - -f --
UNIVERSAL UES Project No: 01101700732.0000
Workorder No: 9396701-1
ENGINEERING SCIENCES Report Date: 8/17/2018
Cow'(dlant, ht (I"oledilw'd - hwilonmental 4
cwof,,hy', I( .h 'It €vfc w, a ( w I ,T I u( Uor, Ttlxef m I Te',tmq - T I It es I 1t '10 lnI )e,I, I Ion But
k It ri< I Innpe,, tkI a1,,w, Revw,,%, - kukfiw i odo A I III I I I I t I oti, M 3532
Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 In -
Place Qgngibi Tesl Report Client:
Ryan Homes 4307
Vineland Road, Suite H2O Orlando,
FL 32811 UES
Technician: Sammie Edwards Date
Tested: 08/17/2018 Project:
Kensington Reserve, House Lot Testing 3998
Brisson Avenue, Sanford, Seminole County, FL 32773 Area
Tested: 3745 Hanworth Loop (Lot # 30) Tyne of T2gt: Material:
Fill Field: ASTM D-2937 Drive Cylinder Methoc Reference
Datum: 0 = Top of Fill Laboratory: ASTM D1557 Modified Proctor The
tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test
No.
Location of Test Range Maximum
Density
Pcf)
Dptimum
Moisture
Field
Dry Density
Pcf)
Field
Moisture
Soil
Compaction
Fill
Depth
inch) .,
Pass
or
Fail 1 '
North West Corner of Pad 0-1 ft 105A 12,2 103.5 6.8 98 N/A Pas: 2
South West Corner of Pad 1-2 ft 105.4 12,2 107.2 8.7 102 N/A Pas, 3
South East Corner of Pad 1-2 ft 105A 12.2 105,0 7,5 100 N/A Pas: 4
North East Corner of Pad 1-2 ft 105.4 12.2 104.5 51 99 N/A Pas, 5
Center of Pad 2-3 ft 105.4 122 101.1 4A 96 N/A Pas! Remarks:
At time of testing, footings had not been excavated. All tests were performed on the inside of Pad Area. r- , —
F, —I f- 1 '4-0, fil" 0, 'I'G, — nft ---,+, — — I -- —#- ^f — - 1;,_#, --f —
3816 Crawley Down Loop - 8P#18-2593
DESCRIPTION AS FURNISHED: Lot 96, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86
through 92, Public Records of Seminole County, Florida.
BOUNDARY FOR / CERTIFIED TO. Rafael Fermin Jr.; NVR Inc. dbo Ryon Homes; Stewart Title Guaranty
Company; NVR Settlement Services, Inc.; NVRM
REC, 112- I.R.
NO 1,0.
PLET-a 1. PAWS
NOT MUDED
MA) N 00#1.90.9" W
W 59 *
1z
LOT 97
7.24'
6,67*
37.43* LOT 96
3*0.4
AC. PAD
o
MOCK -
WE
n27'
SET 112- I.R.
14596
14,02'
S
RM
LOT 95
UTIL. ESMT.
SET 51ff MW
4596 WALK 4"6CONC.
P.C.
D '59 7 - SET Mto16*5917' SET N&O
R-05W, 14596 N 00*19'09" W
4,44'
CD-1V 08*48'47' Ir
ry1,0;e
o?_4TrLz1-7r Do1v io.1-."w 50'
PRMATE R/W) PROPOSED -
FINSHED SPOT QR40E` ELEVAIMS PER
OR00AGE PLANS W
elm 6W gamma= RE PROPOSED
PRAM40E FLOW NPERWOUS COVERAGE • 2'1*1* SQUARE FEET OR 35*5X - S' FOR 40' LOTS LOT
GRADING TYPE A LOT COMAJO &Nft SQUARE FEET SAX - 7.5* FOR 60' LOTS 0PROPOSEDnN(SH FLOOR PER PLANS - 31.7' UVM AREA CONIA06 1,548.* SQUARE FEET SOE - 10' FOR 75' LOTS Rasld
PWM COWAINS 5"t SQUARE FEET SWE STREET - 25' I
CRUSEMWEM? —
SCOTT & ASSOC, INS" — L4)VD SURVEYORSy We-
Leam- 1111
F,
MAT PAU- MW am WK 5400 E COLONIAL OR ORLAWO. FL, 32807 (407)-277-3232 FAX (407)-658-14J6 F • Tye, t)*Zk 1P.
PU_ or Ix "
40K F" W = W FWROA WAW CAtowmttP040UTOF S#
MW 7, FLOR&A STAR" 1AMW0% MWff
ap
Gyp AW
Nor pa
for"W2; L eW. MW A cm
Af'tlLaMW OY My WWR C"Itry VM, ~
Y of 44MWNW^ MOM "Mmeft a"W or I 0"fe"M NOM CLM
MAN UW FOCE CA =
rkm k
CV"W*W Of AVROMMM M& 40M P.
C. NOW 0*012wrFJU20 mow W PLOT
PLAN OJ-24-2014 CAL
KWW FMVELEVS.
11-14-2018 7545- 18 MS
W-*DWWPR0PrRTy am Wr UE *WW W
VWM"V" 100 MW n*W PL4W AS MR IMe 0 4-W 4714 IONS
VWP 1 tZ11W(Oo-20-07) WCItu jI
0 0
Application No:
WOW'
Documented Construction Value: $
Job Address: i J Historic District. Yes El No [I
Parcel ID: Residential IQ Commercial
Type of Work: Newt,, Addition 0 Alteration El Repair El DernoE] Change of'Use ll Move El
Description of Work:
Plan Review Contact Person:
1117M Fax: Email:
Title:
Property Owner Information
Names Phone:
Street: Resident of property?
City, State Zip.
Contractor Information
Name Phone:
Street: Fax.
City, State Zip: State License No,:
Architect/Engineer Information
Name:
m.
Phone:
Street-, Fax: —
City, St, Zip: E-mail:
Bonding Company: Mortgage Leader:
Address: Address:.,,.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work- and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to triect standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, welts, pooh,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall he inscribed with the date of application and the code in effect as of that date: 5" Edition (Z0141 Florida Building Code
Rc-,I,slzd. tune _W, 201N:uoa ApphCAt4V,
NQML-: In addition to the requirements of this perrun, there ituay tic, additional restrictions applicable to this property that may be found
in the public records ofthj& county, and there may be additional pernius required front other govcrtunetnal entities such as water marragetnent
districts, state agencies, or federal agencies. Acceptance
of permit is verification that I will notify the ownct of the property of the requirements of Florida Lien Law, FS 713. The
City of Sanford requires payinent of plan revrevk tee 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, ill 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 QWNER'
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. 151grlaturc
of Cownictor Ageni Date 11wit
Contractor Agent's Name Slgmavwiof
Notary -Stair of llorld.a Date Oy 1
11 I - GG, 110622
E 'Itfes
Au ,piit 7, 2U I 14 Owner/Agent
is Personally Know.,11 to Me or Contractor, Agent is_." personally Known to Me or Produced ID
Type of ID Produced tD Type rif'IL} BELOW IS
FOR OFFICE USE ONLY Permits Required:
Building D Electrical D Mechanical [] fllumbingEl Gas[] Roof E] Construction Type:
Occupancy Use: Flood Zone: — Total Sq
Ft of Bldg: Min, Occupancy Load: # of Stories: New Construction:
Electric - # of Amps — Plumbing - # of Fixtures Fire Sprinkler
Permit, Yes[] NoE] # of Heads APPROVALS: ZONING:
UTILITIES. ENGINEERING: FIRE:
COMMENTS: Fire
Alarm
Permit: Yes[] No[] WASTE WATER:
BUILDING: Revised ,
tune
30, 20 IS Nreiw Appiwation
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Application Number . . . . . 18-00002593 Date 8/16/18
Application pin number . . . 057336
Property Address . . . . . . 3816 CRAWLEY DOWN LP
Parcel Number . . 17.20,31,5VC-0000-0960
Application type description NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name
Property Zoning . . . . . . . PUD
Application valuation . . . 322211
Application desc
need noc ris on file
Owner Contractor
RYAN HOMES RYAN HOMES
4307 VINELAND RD #H20
ORLANDO FL 32811
407) 692-9820
Structure Information 000 000 NEW SFR
Construction Type , . , . , VB
Occupancy Type . . . . . . RESIDENTIAL USE GROUP
Flood Zone . . . , . . . . NONE
Other struct info . . . . . ELEC AMPS 200.00
PLUMBING FIXTURES 22,00
NUMBER OF STORIES 2.00
SQUARE FOOTAGE 2994.00
Permit . . . . . . ELECTRICAL PERMIT
Additional desc , ,
Phone Access Code 1071117
Permit pin number 1071117
Sub Contractor PALMER ELECTRIC COMPANY
Permit Fee 80.00
Issue Date . . . . 8/16/18 Valuation . . . . 0
Expiration Date . . 2/12/19
Qty Unit Charge Per Extension
200.00 .4000 AMP ELECTRICAL - NEW CONSTRUCTION 80.00
Special Notes and Comments
All projects within the City shall use
WastePro for debris removal. Please
contact WastePro at 407.774.0800.
Normal hours for inspections are from
7:30 through 4:30 Monday through
Thursday. Please be aware you must
contact the Building Official to
schedule a Friday or after hours
inspection. This is required since not
every inspector is licensed to do every
type inspection. Communication is the
key, so please contact the Building
Official if you have any questions at
407.688.5058 or at
dave.aldrich@sanfordfl.gov
Water impact fee $1343.00
Sewer impact fee $3025.00
Other Fees . . . 01-APPLCTN FEE -ELECTRIC 25.00
01-APPLCTN FEE -BUILDING 25.00
01-APPLCTN FEE -PLUMBING 25.00
01-BLDG PLAN REVIEW 1191.0
02-CURB CUT/DRIVE - S/F 40/0
01-FIRE IMP-RS 9-2017 X3.81
FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.
NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED.
NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED.
2
P-1
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Page 3
Application Number . . . . . 18-00002593 Date 8/16/18
Property Address . . . . 3816 CRAWLEY DOWN LP
Parcel Number . . 17.20.31,5VC-0000-0960
Application description . . . NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name . . . I I .
Property Zoning . . . . . . PUD
Permit . . . . . . ELECTRICAL PERMIT
Additional desc .
Phone Access Code 1071117
Permit pin number 1071117
Required Inspections
Phone Insp
Seq Insp# Code Description Initials Date
10 221 SSB FOOTER/SLAB STEEL BOND
20 212 EL01 ELEC ROUGH
20-1000 216 TUGP TEMPORARY UNDERGROUND POWER
1000 213 EL02 ELECTRIC FINAL
Job AddresS:
Parcel ED:
Type of Nyorkil Nm,
Description of Wort
CITY OF SANFORD
BUILDIRG,,"4, PlRfPkEVENTION PERUITAPPLICATION
7
Application
No: Documented
Construction;Value- S t
Ves Chi , InNo Ad,
dition[] Alteration [], R,p,;air ll',I)etno,,[],,chaogeofusc p-KoveEI Plan
Review Contact .-Pierson: Tifle:- Phone:
q0 heFax:LL-L- E5 Email: Property
OW.#i-er t0ormmion Name
Phone: Street:
A,-L f Resident"of property? City,
State Zip: Info
Con' rmation Name ~
kal Y rhono., L10 16 3 Street-
Coa rsco b iax: 'o 7-
Leens
City, state Zip: -2 State License No.: Architeet/
Enqin6er In6rmation Name:
Phone: Street:
Fax: City,
St, Zip: E-mail: Bonding
Company: Mortgage Lender: Address:
Address: WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR' IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH, YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
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 ivith the date of application and the code in effect as of that date: 514 Edition (2014) Florida Building Code
NOTt hi- addition Ao the uiremafifs of this permit, there may be additional restrictions applicable to this property that,m4y be
fou'"I iti'thevoubliq records- Of this county, and there may be additional perrnits required from other governmental entities such as water
manag m-ent 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 Lion Law, PS 713,
The City of Sanford requires payment of a plan review fee at the time of Perm' it,su1bmittal. 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 (lit time the p1drmit'is issued, in
accordauce vritb local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will beapptiqd to your permit fees when the:permit is issued.
OMM, t R'S- AV,,I'T:,l certify that all cif the foregoing information is accueateau&tkat;,l work will
be done in compliance with all appI a4le-Jaws e rig, constructiongulati, and zo
Signature of Owner/Agent Date Si 9M
Print Owner/AgeWs Name
Signature. of Noiiry_fttoof Florida Data Owner/
Agent is PWSOrkally VnOWFk to Me Or Produced
ID Type of ID Name
Signature
of No Lty-State ofFlorida Date CHERYL
D AKERS MY
COMMISSION * FFW8962 1
EXPR1 S June 05. 2020 Contmotor/
Agent is Known tome or Produced
ID Type of ID BELOW
1S.F0W0FF1_CE USE ONLY Permits
Required: Building Q Electrical n Mechanical [J PlumbingO Gas[] Roof [] Construction -
Type: occupancy Use: Flood Zone: Total
Sq Ft of Bldg: Min. Occupancy Load: New
Construction: Electric - # of Anips Fire
Sprinkler Permit: YesFJ No [I # of Heads APPROVALS:
ZONING- .. UTILITIES: ENGINEERING:
FIRE: of
Stories: Plumbing - #
of Fixtures Fire
Alarm Permit: Yes [] No WASTE
WATER: BUILDING:
Fal
15|i htVearG. Inc
776 Bennett Drive
Longwood, Florida 32750
To: Local Building Department
RE: Blower DoorTest & Duct Leakage Test Reports
Tbwhom hmay concern, U A
U V v " o y * " ~ This letter
ishorequest that the attached forms beaccepted for compliance cf the 2017Florida Building Code statute R402.4. 1.
2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing. The attached forms were provided
by the Florida Building Commission as the accepted forms to be submitted. These forms are listed
on the 2017 Florida Building Code, Energy Conservation Technical Assistance Manual, Document Number: TAM-
2017-1.0, released February 02, 2018, pages R-78 through R'8O(page numbers 159-
161). Web link provided for quick
access 0othe TAM document hftpw:8bnyuri'cmnnX2017FBC-TAM These forms meet all three required
Residential Energy Efficiency Compliance Paths listed under R4D1.2. Prescriptive, Performance, and Energy Rating Index (
ER|)paths. We are working with building departments
across Florida to standardized the form submittal process and would like your department to allow
these forms to meet compliance. If there are any issues with accepting these forms, please reach out
to me directly and I will ensure that we submit any specific form that you will require. Tim Smith
tsmith@151ightyeaos.cmm Rmapcctfully, 15Lightyeara Chief Operations Officer Energy
Technical
Advisor RESNET Quality Assurance
Designee ECC Residential
Energy Inspector/ Plans Examiner
Member, Building Officials Association of Florida
Member and Code Development Committee participating member. Also, representative to the
Florida Building Commissions, Energy Technical Advisory Committee for the 8Q4F-CDC
Envelope Leakage Test Report (BllowerDoor Test)
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
IJurisdiction: Permit#: IS -Z:5 9 'S
Job Information
Builder: "&,#A.,l Wo1,-*7e5- Community: 44 Lot:
Address: Loop Unit:
state: 4:7( City: Zip: 3Z-7-73
Air Leakaze Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method
0 PRESCRIPTIVE METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air
changes per hour at a pressure of 0,2 inch w.g. (50 pascals) in Climate Zones 1 and 2.
1
RIPERFORMANCE or ERI METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding
the selected ACH(SO) value, as shown on FORM R405.2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACHSO.
ACH(SQ) specified on Form R405-2017-Energy Colc (Performance) or R406-2017 (ERI): =
1<3z t x 60 - Z3"<1 = 44. —1 Metbod
t
ng building ygklme
CFM(50) Building Volume ACH(50) 0 Retrieved from architectural plans
2-PASS (Mechanical Ventilation is not required) &1 ode software calculated
PASS (with Mechanical Ventilation)
0 Field measured and calculated
FAIL
R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure or 0.2 inch w.g. (50 Pascals),
Testing shall be conducted by either individuals as defined in Section 553,993(5) or (7), Florida Statues, or Individuals licensed as set forth in Section
4891 05(3)(f), (g), or (1) 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 anytime after creation of all penetrations ofthe 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, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control
measures.
3.lnterior doors, if Installed at the time of the test, shall be open,
4.Exterlor doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed,
S.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.
Testing Company
Company Name: 15 LightVears, Inc Phone: (555)435-1515
1 hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy
Conservation requirements according to th nce method selected above.
Signature of Tester: Date of Test: il,
Printed Name of Tester: Aaron Qvgrholt
License/Certification #-. 2UNAB7 Issuing Authority: RESNET
Copy of License / Certificate of the tester must be attached)
A -
Duct Leakage Test Report
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Ijurisdiction: Permit #-. Z's ci 3
job Information
Builder: 1 04 r\ Pom c.,5 Community: Lot:
Address: 551(, c, (c -- tat -n Unit:
City: State: zip: 32-773
Duct Leakage Test Results
System I Zq74 cfm25
System 2
cfm25
System 3 cfm25
Sum of any
additional systems cfm25
Total of all
systems 417
0 Prescriptive Method cfm25 (Total)
To qualify as "substantially leak free" Qn Total must be less than or
equal to 0.04 if air handler unit is installed. If air handler unit is not
installed, Qn Total must be less than or equal to 0.03. This testing
method meets the requirements in accordance with Section R40333,
Is the air handler unit installed during testing? YES [:]NO
@irerformance l ERI Method cfm25 (Out or Total)
To qualify using this method, Qn must not be greater than the
6 /7( 4Z
Qn proposed duct leakage Qn specified on Form R405-201 7 or R406-2017, C>
Total of all Total Conditioned
systems Square Footage Leakage Type selected on Form On specified on Forin P405-2017
R405-2017 (Energy Cate) or R406-2017 (Energy Cu/c) or R406-2017
S S
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 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), Florida Statutes.
Testing Company
Company Name: 15 Ligh!years , Inc Phone: (855) 438-1515 I
hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation
requirements according to the compliance method selected above. Signature
of Tester: L,]—, DateofTest: Printed
Name of Tester: Aaron Overholt License/
Certification #: 2DNAB7 Issuing Authority: RESNET Copy
of License / Certificate of the tester must be attached)
Certificate of Achievement
THIS ACKNOWLEDGES THAT
CERTIFIEDHASMETTHESTANDARDREQUIREDBYRESNET, AS A
RATING FIELD O.
Certification Date: 08/07/2018
Certification Expires: 08/07/2021
t
Tim Smith,
RESNET Quality Assurance Designee
15 h t ve a rs
RESNET QA Provider # (1998-199)