3775 Hanworth Lp 18-4665; NEW SFHk
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Job Address: 3775 Hanworth Loop
Parcel ID: 17-20-31-5VC-0000-0350
Type of Work: New [A Addition 11 Alteration 11
Description of Work: New Single Family Residence
A
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
0/ - I—
Application No:
d st ction Value: $ 1t8,-386 7S"'
Historic District: YesEl No R Residential
E Commercial n RepairEl
DemoEl Change of UseEl MoveEl Plan Review Contact Person. Tracy
McDonald Title: Production Admin Phone: 407-692-9831 Fax:
Email: trmcdona@nvrinc.com Property Owner Information Name NVR
INC. c1ba Rvan
Horn 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.: CGC1517157 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 PAVING 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
Lk
COUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100009 DATE: December 06, 2018
BUILDING APPLICATION #: 18-10000934
BUILDING PERMIT NUMBER: 18-10000934
UNIT ADDRESS: RARWORTH LOOP 3775 17.20-31-5VC-0000-0350
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: 3775 HANWORTH LOOP / KENSINGTON RESERVE
SFR
FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
ROA] CO -WIDE ORDS-ARTERIALS
Ingle Family Housing 705.00 1.000 dwl unit 705.00ROAN/ASTS-COLLECTORS
ngleCUEFamily Hous .00 1.000 dwl unit 00FIREESN/
ing
A
LIBRARY CO -WIDE ORD
00
Single Family Housin 54.00
SCHOOLS 1.000 dwl unit 54.00
CO -WIDE ORD
Family Housing 9,000.00 1.000 dwl unit 9,000.00PARKSingleSN/A
LAW ENFORCE N/A
00
DRAINAGE N/A
00
00
AMOUNT DUE 9,75900
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 REUIREMENTS 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 ANDD SHOULD REFERENCETHECOUNTYBUILDINGPERMITNUMBERATTHETOPLEFTOFTHISSTATEMENT.
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT
ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE
k\ "\
9-
Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL
Inst #2019013399 Book:9294 Page: 1505; (1 PAGES) RCD: 2/6/2019 2:20:13 PM
REC FEE $10,00
THIS INSTRUMENT PREPARED BY: iCA-C CC)o --W
Name: NVR Inc. dba Ryann Homes
Address: 4307 Vineland Rd, Suite H-20
Orlando FL 32811
NOTICE OF CO MMENCEMENT
Permit Number: BR18-004665
Parcel ID Number: 17-20-31-5VC-0000-0350
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 # 35 of _Kensi ton ,.Reserve 3775 Hanworth 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 Ryan 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
5. SURETY (If applicable, a copy of the payment bond Is attached): Name: NA
Amount of Bond:
S. 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: Da ny a Mitchell 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 1 year from date of recording unless a different date is specified)
WARNING TQt Pk NER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
AapztTa A t o
Dayna Mitchell Assistant Secretary
Signat r of Owner or Lessee, or owners or Lessee's (Print Name and Provida Signatory's Tittece)
Au oozed Officor/Dreclor/PartnertManager)
State of FlOridg County of Orancie
The foregoing instrument was acknowledged before me this F day of , k01
by Dayng Mitgbell Who is personally known to me CXOR
Name of person making statement
who has produced identification Q type of identification produced:
40,NNotary Public State of FloridaTRACYLEIGHMCDONALD
My Commission FF 925012
Expires 10f08r2019
Notary Signature
REQUEST FOR TUG & PREPOWER AGREEMENT
ALL RESIDENTIAL PROPERTIES
Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Date:
Project Name: Kensington Reserve Project Address:
Building Permit Electrical Permit
In consideration for authorizing the appropriate utility company to energize the facility, we agree with and
understand the following:
1. This Tug/Pre-power application is valid only for 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 AHJ). The licensed electrical
contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent
energizing circuits other than those that are safe,
6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval,
7. If provided, the fire sprinkler system must be operational with water on the systern prior to pre -power.
8. TUG approval is for service and outside GFC1 outlets only.
9. Check with the local jurisdiction for fees associated with tugs.
Scott James Faber Ryan Homes
Name of na,
ena , Wt
Print Name of nant
Signature Df r enant
JURISDICTION EMPLOYEE NAME:
JURISDICTION:
Scott James Faber - Ryan Homes
Print Name of n for
e ontractor '
t of
Signature f e ontractor
CGC1 51715
Gen. Contractor License ff
CALLED INTO: a Progress Energy
Rev. 02/10/15)
Scott L Easterbrook - Palmer Electric
Print Name of El. Contractor
Signature of El. Contractor
ECO003096
El. Contractor License_#
o Florida Power and Light on _/_/
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 wil I 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 cot, *ance with all applicable laws regulating constru on and zoning.
11/29/2018 11/29/2018
Sig ture of weed gent Date s0tur 'f s 'Itr tor/Agent Date
Tracy PJcP ld Tracy McDonald
Pri— _ _
pqa_ Z-
to Agent's N tor/Agent 1' i
Name
11/29/2018 11/29/2018
na n- of Nota tote of Florida Date S7vatu'e.f Notary_ ate Date
JaR I of
TI'
N""oR FERRILL KRISTINRFERRILLC
mmisslon#GG233069 Expires
July 11, 2021 Expires July 11, 2021 OF
F oerofol ThN 4449o Nota v Sorwea W0#4 ThN @q4q91 Notary SerActs Commission #
GG 233069 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: Building R Electrical R MechanicalE] PlumbingF] GasF] Roof F] Construction
Type: Total
Sq Ft of Bldg: Occupancy
Use: Min.
Occupancy Load: New
Construction: Electric - # of Amps Fire
Sprinkler Permit: YesF_1 NoF] # of Heads ed
APPROVALS:
ZONING: 4), UTIL,ITIFS: le -
ENGINEERING:
yP-%1C_ 12-6-1 FIRE: COMMENTS: _
Ok to construct single family home with
setbacks and impervious area shown
on plan. it W / C'. ,
I A '47'e - 1- 0- t 5 q, Flood
Zone: 4—
TACACP of
Stories: Plumbing - #
of Fixtures Fire
Alarm Permit: Yes [] No [] WASTE
WA'1'1-,"R: BUILDING:
50' Revised:
June 30, 2015 Permit Application
Job Address: 3775 Hanworth Loop
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLIC%ATION
Application No•
Documented Construction Value: $ 108,386
Historic District: Yes No R
Parcel ID: 17-20-31-5VC-0000-0350 Residential R CommerciaIF]
Type of Work: New 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 Ny/g
INC. dba Ryan
Hornes 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.: CGC1517157 Architect/Engineer Information Name: AB Design
Street: 1441 N
Ronald Reagan Blvd
City, St, Zip: - Longwood FL Bonding
Company: N/A Address: Phone:
407-774-6078 Fax:
E-
mail• brian@abdesigngroup.com Mortgage
Lender:
N/A Address: WARNING
TO OWNER: YOUR FAILURE
TO
RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR
PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB
SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR
AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to
obtain
a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of
a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that
a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air
conditioners, etc. FBC 105.3 Shall be inscribed
with the date of application and the code in effect as of that date: 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 cogggance with all applicable laws regulating constru on and zoning.
11/29/2018 11/29/2018
Si Lure of weer( gent Date Sotuof Cant tor/Agent Date
Tracv McDonald Tracy McDonald
Print
11129/2018
Florida Date
KRISTIN R FERRILL
Commisslon # GG 233069
Expires July 11, 2021
0*044 Thru 90got Notary Services
Print
11/29/2018
gnaturd'of Notary ate of Florida Date
Oky P
0 RISTIN R FERRILLImmIsslonGG233069
Expires July 11, 20211AOFfwoQ, WOO ThM Oudget Notary ServIces
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: Building [] Electrical [] MechanicaIF] Plumbing[] GasF] Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: YesF] Non #of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes [] No []
UTILITIES: WASTE WATER:
FIRE: BUILDING:
Revised: June 30, 2015 Permit Application
CITY 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@nvrinc.com
Property Address: 3775 Hanworth Loop
Property Owner: NVR, Inc. dba Ryan Homes
Parcel identification Number: 17-20-31-5VC-0000-0350
Phone Number: 407.692.9820 Email: trmcdonaCa)nvrinc.com
The reason for the flood plain determination is:
00-1 New structure EJ Existing Structure (pre-2007 FIRM adoption)
El Expansion/Addition F-I Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finishedfloorelevation 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: Fj
The parcel is in the: F-1 floodplain Elfloodway F-
1 A portion of the parcel is in the: El floodplain floodway All
The parcel is not in the: FE-1floodplainFjfloodway The
structure is in the: Dfloodplain F-Ifloodway El
The structure is not in the: E] floodplain F-J 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#
18-4665 Reviewed
by: Michael Cash, CFM Date: December 5, 2018
I 1 0 Application for Paved Driveway, Sidewalk or
I Walkway Including Right -of -Way Use &
Landscaping in Right -of -Way1877—
www'santmX10.90v 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 tight -of -way. All requested information below as well as a current survey, site plan or plat clearly identifying the
size and location of the existing right-of-way and use shall be provided or application could be delayed.
1. Project Locabon/Address:
2. Proposed Activity:
3775 Hanworth Loop, Sanford, FL 32773
X Driveway [] Walkway [] Other:
3, Schedule of Work: Start Date Completion Date F-] Emergency Repairs
4. Brief Description of Work: Construction of New Single Family Home
This application i$ PA
properlyomw.
Signature,
Address: 4307ire Phone: (
407) 692-9831 M
H-
20 Orlando. FL 32811 Fax:
Print
Name: Tracy McDonald Email:
trmcdona@nvrinc.com Date: 11/29/2018 Maintenance
Responsibilitlesfindemnification 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 installationtimprovement 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 shalt, after appropriate notice, restore the area to its previous condition at the Requestoes expense and, if necessary, file a lien on the Requestor'
s property to recover costs of restoration. To
the fullest extent permitted by taw, Requestor agrees to defend, indemnity, and hold harmless the City, its councilpersons, agents, servants, or employ - ass (
appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, tosses, 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 att y's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected
with the use of the Citv's ri=-\way. I
have Signature:
the
above statement and by signing this application I agree to its terms. Date:
11/29/2018 This
permit shall be posted on the site during construction. Please
call 407.688.6080 24 hours In advance to schedule a pro -pour Inspection. Pre -
pour Inspection by: Date: Application
No: Reviewed:
Public
Works Utilities
Approved:
Engineering
Site
Inspected by: Special
Permit Conditions: Official
Use Only Fee:
Date: Date:
Date:
NovomW
2015 KQVV use mveway.pm
DE'SCRIP',`10N AS FURNISHED: Lot 35, KENSINGTON RESERVE, as r,ecot'ded in Plot Book 87,
tllrt>ugh 912% Public Records of Serri'no/ C(unty, Florida,
PLOT ["LAAr FOR j CERTIFTET) TO: Ryon HorneSINVR Inc.
LOT 317 LOT 36
S 00*19,09" E
79,95'
P
24,67' 2 4.8 7'
QQ
Q) %
EXTENDED LANAI 6
C) 29.95' Q)
CN
0.00' LOT 351
10,19,
C'a
PROPOSED RESIDENCE
L07 .34 Q MODEL: ESTERO BAY
A
ELEV.M 2CAR GARAGE LEFF rr
Q)
600'
9. J,
NTRY Q)
20.7'
0) —, \,\ 2&46'
10,00'
L
16' DRIVE
LK
19-3' E0
25.20'1
10'
D=90'00'00
R=-45. 00'
L--- 70, 69'
4' CONC. WALK C=63.64'
S 1 00019'0 9 E T CB=N45'1 9'09 "IV
34.95
CURB
HANWORTH LOOP
50' PRIVATE RIW)
PLOT PLAN ONIA' NOT 4 SURVEY
OoosE-,q nNSHED SPOT GRADE ELEVATIONS PLOT PLAN AREA CALCULATIONS BUILDING SF BACKS AS
I 2 H L)R/GNAGEPLANNIMPERVIOUS COVERAGE = 4,781± SQUARE FEET OR 54.6 - PROPOSED
DRAINAGE FLOW LOT
CONTAINS 8,760± SQUARE FEET T
20'
WALK
ON=391 SQUARE FEET SIDE 5' FOR 40' L01-S LOr
GRADING TYPE A WALK OFF=715± SQUARE rEFT SIDE 7.5' FOR 60' S R0,
110SED FINISH FLOOR PER PLANS 29,1' DRIVE ON---466-t SQUARE FEET SIDE 10' FOR 75' LO, DRIVE
OFF(APRON)=166-t- SQUARE FELT SIDE STREE"T ASSOC.,
INC, - 11AND SURVI'11-Yofll-, D
POINT ON LINE 5400
E. COLONIAL DR. ORLANDO, FL. 32607 (407)-277- 32,32 FAX (4 107) - 6' 58 4- 3 6 PLrIELD
TYR. TYPICAL NOTES: REVERSE CURVATURE
Y MEETS -
POINT EFF1. THE UNOER,IONCT) D0,13 HEWED( CERTIFY 7HAT THIS SURVEY FEE 5TANDARDS OF PRACTICE SET FURTH OY 7HE ,'() 10A V ARU (V H. I
L 110,11-141EN I RAV. RADIAL CURVATURE PROFESSIONAL
SURVEYORS
AND 9APPER5 IN CiiAPTER 50-17 FLORIDA ADMIH,STRATIW CODE PURSUANT TO SECTION 472O 7, FL.. SIAIIJES sa. !k, ./#
CN 4`96 RR. N04-RADIAL Z UNLESS Ek(UOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL "SFU SEAL, THIS SURVEY kW1 OR COPIES ARE Nor ,A-,jU RECO'CRCD
UP. = VITNESS POINT J. THIS SURVEY WAS PREPARED [R,)U TIRE INFORMATION FURNISHED TO THE SURVEYOR. 7PERE MAY GE OINER RESIMON)IN5 NNW OF
bE1!N.1NQ CALC. CALCULATED OR &A ,;:Awcws Ttiv, AFFECT THIS PROPERTY. PZ*41GV ("RA I`CR(4A1XN1 REFERENCE KONUMFUT 4. NO UNURGROUN0 IMPROVEMENTS FOVE BEEN LOCATED UNLESS ODIERW'SC SHOWN. S+ CEIQDk;-E FF. VINI FLUOR ELEVATION S S
SURVEY 15 PREPARED FOR THE SOLE BENEFIT OF IH05F CERTIFIED TO AND SHOULD NOT'BE RELJEO UPON 0'r ANY 6N,,LR 04INY, NAIL kDISKDIS.L. RUIMED SETVACK LINE , a' R16i T -
OF-vnr D.N. DIFIC"PARK 6. DIMENSIONS i,HOWN FOR Pit: LOCATION OF HEREON SHOULD NOT BE USED TO RECONSTRUCT UOUNJAR'( iin[S sI, KASE
HE, D.R. RASE REARING 7. BEARINGS, tP ARE.
RASED AS,`JICL• DATUM AND ON PIE UNC, SHOWN AS BASE DEARING F.I.,
DvATIONS. IF $HOWN. ARE tkk5EO ON NATIONAL GFOOFTIC VERTICAL OARN4 OF 029, UNLESS UnIERWISE NOTTO rc -NAiU
V11" VENCE 9. CbNNFICATE` OF AUNIORIZAPON No, 45f16, DLOCI PC
J.
T G, C;R ; ATGRC SCALE I - IF I
ID;
Q PLOT PLAN
11-19-2078 NORTH T'
PROPERTY
DOES NOT LIE 'WITHIN A HE,
100YFAR1`100D PLANE AS PER "FIRM" MAT GRUSEN)v R, R S Oj 4714 M SCOTT
ROSE,- ILLS
54
ZONE MAP
f 121170009OF (09 28-07)
Building Information
Permits
Permit # Description Agency Amount CO Date
http://parceldetail,sepafl.org/ParceIDetaiIInfo,aspx?PiD=1720315VC00000350
11/29/2018 SCPA Parcel View: 17-20-31-5VC-0000-0350
c prnopfflty-Re—cor lc —Card
Parcel: 'tT 20-31-5VC-0000-0350
r Property Address: 3775 HANWORTH LOOP SANt O RD. Ft 32773
Parcel Information Value Summary
Parcel ' 17-20-31-5VC-0000-0350 2019 Working 2018 Certified
Values Values
Owner(s) BRISSON WEST PROJECT I LLC
i Valuation Method Cost/Market Cost/Market
Property Address = 3775 HANWORTH LOOP SANFORD, FL 32773
Number of Buildings 0 0
Mailing 3601 RIGBY RD SUITE 300 MIAMISBURG, OH 45342-5038
Depreciated Bldg Value
Subdivision Name jL.N_SLL GNTORESERVE Depreciated EXFT Value Tax
District S1-SANFORD Land
Value (Market) 67,000 67,000 DOR
Use Code : 00-VACANT RESIDENTIAL Land
Value Ag Exemptions
Justtfviarket Valu, 67,000 67,000 Portability
Adj i
t. ,
Save Our Homes Adj 0 0 7
Amendment 1 Adj 0 0 P&
G Adj 0 0 Assessed
Value 67,000 67,000 4
t
t Tax Amount without SOH. $1,257.55 5
2018 lax Bill Amount $1,257.55 fax
Estimator Save
Our Homes Savings: $0.00 115
01 S Does
NOT INCLUDE Non Ad Valorem Assessments Legal
Description Taxing
Authority Assessment Value Exempt Values Taxable Value County
General Fund $67,000 $0 Schools $
67,000 $0 City
Sanford $67,000 $0 SJWM(
Saint Johns Water Management) $67,000 $0 County
Bonds $67,000 $0 Sales
Description
Date Book Page Amount Qualified Vaclimp No
Sales Land
Method
Frontage Depth Units Units Price Land Value LOT _
1 $67,000.00 Permit
Date 67,
000 67,
000 67,
000 67,
000 67,
000 1/
2
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date:
I hereby name and appoint: _ __TLg_cA McDonald
anagent of. NVR Inc., dba Ryan Homes
Name of Company)
to be my lawful attorney -in -fact to act for rue to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
0 The specific pt;rWit and application fqr work located at:
Street Address)
Expiration Date for This Limited Power of Attorney: 12131/2019
License Holder Name: Scott James Faber
State License Number: CGC1517157
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF QrAMe
The foregoing instrument was acknowledged before me thisQ9 day of
200 18 by Scott James Faber who is
J',##or Ui who has produced as
identification and who did (did not) takqU -oath.n
Notary Seat)
KRISTIN R FERRILL
Commission # GG 233069
Expires July 11, 2021
wndO Thnj budVt NOtf`y s9rvl"s
Rev. 08.12)
Print or type name
Notary Public - State of
Commission No.
My Commission Expires:_vpj
FORMR405-2017
FLORIDA K U~U~ U BUILDING 7F U K l U
v ~~^."== ENERGY EFFICIENCY "~°"~"~~ ~~~~~~ FOR CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot35Kensington Reserve Estero BayMG LE Builder Name: RYAN HOMES
Street: 3775 Hanworth Loop Permit Office:
City, State, Zip: Sanford , FL , 32773 Permit Number:
Owner: Jurisdiction: 691000
Design Location: FL, Sanford County: Seminole (Florida Climate Zone 2
1 . New construction or existing New (From Plans) 9. Wall Types(2640.7 sqft.) Insulation Area
2. Single family or multiple family Single-family
a, Frame - Wood, Exterior R=13.0 1384,00 ft'
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 36400 W
10. Ceiling Types (1767.7 sqft.) Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1727.00 ft'
6, Conditioned floor area above grade (ft) 2823 b. Knee Wall (Vented) R=19.0 4067 fl:2
Conditioned floor area below grade (fl:2) 0
11. Ducts R ft2
7. Windows(365.8 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 219A
SHGC: b. Electric Heat Pump 28.0 HSPF:8,50
Area Weighted Average Overhang Depth: 3.197 ft.
Area Weighted Average SHGC: 0,290 14. Hot water systems
a. Electric Cap: 50 gallons
8. Floor Types (2796.0 sqft.) Insulation Area EF: 0,950
a. Slab -On -Grade Edge Insulation R=0,0 1097.00 ft2 b, Conservation features
b. Floor Over Other Space R=0.0 1069.00 ft2 None
c. other (see details) R= 630.00 11:2 15, Credits Pstat
Area: 0.130
Total Proposed Modified Loads: 78.39 PASSGlass/Floor
Total Baseline Loads: 7921
I hereby certify that the plans and specifications covered by Review of the plans and TIRE S
this calculation are in compliance with the Florida Energy specifications covered by this
Code. calculation indicates compliance ya
with the Florida Energy Code.
PREPARED BY: Before construction is completed
building be inspected forDATE: this will
compliance with Section 553.908
I hereby certify that this b 'Iding, as Jtsigned, is in complianceull
Energy Code'
Florida Statutes.
with the Florida WE
OWN BUILDING OFFICIAL:
Compliance roqu moo ou oobythe air hondbnun manufac nar1hat hu hundknenuboumquai aeus b
ne,§odfaotory'em|od(nanonrdan*»withR4V3.3.2.1. Compliance
requires anAir Barrier and Insulation Inspection Checklist in accordance with R402.4.11 and this project requires an envelope leakage
test report with envelope leakage nogreater than 7.00ACH50(R402.4.1.%). Compliance with a
proposed duct leakage Qn requires a DUct Leakage Test Report confirming cluctleakage bzOutdoors, tested in accordance with
ANSI/RESNET/ICC 380, is not greater than 0.070 Qn for whole house. 11m8o0185:05pm EnrrgyGm"yrOUSA
n,nozVRov 1>'nune*conponemEdition (2o17) Compliant Software Page Iwn
SQ.FT. CALC.S
157, FLR LIVIW5 kJ?l SO, FT.
2ND. FLR_ LIVi 6 m26 $a FT.
TOTAL LiVINCA 2823 5a FT.
2-CAR i TANDEi l GARAGE (o35 Sa FT.
ENTRY 6 SQ. FT,
EXTENDED LANAI 310 $Q FT.
TOTAL 31344 SQ FT.
XTERiOR r lASONRT NOT£= PRIOR TO DRYWALL
WALL 5R3, I-EiGHT5 IN5TALLATION ALL FRAMING
MEMBERS 2'-0' FROM THE FINISH
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FTST FIA VA DOW CALCb`
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CALL 4 OQUAAE
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WIND DESIGN CRITERIA
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1441 N. RONALD
RFAGAN MYD, LONOWOOD, FL 32750
PH, 40T-774
78 A ,407.77440T3
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KENSINGTON RESERVE LOT 35)
MODEL
ESTERO
BAY VERSION#
02 )
PROJECT R2065,
0 5/
00001
PAGIC: FIRST FLOOR PLANT
DATE;
1.
1/26/
18 SCALM 1/4'=1'-
O" SHEET 3 of 8
SECOND AA YJ WOWCAL0^t
C WONENT AND CLADDM WIND LOADS SAM WM EXPOSURE
FOR 0 SECOND OUSTS
IlY i 8O""
OBGCYliTIJN
ZONE 50 pH wra
f27 3050 Si-: 5 213/ -29EEGRESS _
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3050_SH 4 286/ -31.1 10 b
3050" 5
2.6/ -319 11 2030-
5H 4 2S.0 -3i6 WIND DESIGN
CRITERIA A BAS{
C i1RND SPEED MPH f3 SECOND LxkiT) VU1-T.
150 / YASD.116 MPN 5. INTERNAL
F'RE6etifM COEFFiCENT•+.SB C. RJ6K
CAT£GORY.TYPE li D. Ex:
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FOR
CO NTS i CLADDRJG PRESSURE ARE BASED ON
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PRES:R S,EBEJ-4L S TO .TiPbToBT 0O MEET TiEALLOWABLEOR
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3441 N. NONLD
REA ML . LONCWODD, FL 327W PH:
407-774 78
f4 407-77"078
w w.aDpas#dn(
mup.com SUDDIV. & IAT: KENSINGTON RESERVE
LOT 35)
MODEIs
ESTERO
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Pl-.OJECT
R2065.0a5/
00001 PAGE
SECOND FLOOR PLAN
N.
ARCYHTECT-,
STATE OF
FLORIDA
DATE:
11/26/18
SCAIM 1/4'=1'-
0° SHEET 4 or 8
COUNTY OF SEMINOLE
IMPACT FEE STATEMENT ILA:),q qSTATEMENTNUMBER: 18100009 DATE: December 06, 2018 i
BUILDING APPLICATION #: 18.10000934
BUILDING PERMIT NUMBER: 18-10000934
UNIT ADDRESS: HANWORTH LOOP 3775 17-20-31-5VC-0000.0350
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: 3775 HANWORTH LOOP / KENSINGTON RESERVE
SFR
FEE BENEFIT RATE UNIT CALC UNIT TOTAL, DUETYPEDISTSCHEDRATEUNITSTYPE
ROADS-ARTERIALS CO -WIDE ORD
Single Familyy
ROADS -COLLECTORS
Housing 705.00 1.000 dwl unit 705.00
Single Family
N/A
Housing 00 1.000 dwl unit
FIRE RESCUE N/A
00
LIBRARY CO -WIDE ORD
00
Single Family
SCHOOLS
Housingg 54.00 1.000 dwl unit 54.00
Single Family
CO•WIDE ORD
Housing 9,000.00 1.000 dwl unit 91000.00PARKSN/A
LAW ENFORCE N/A
00
DRAINAGE N/A 00
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 TOP LEFT OF THIS STATEMENT.
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT
ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE
FORM R4O5-2O17
FLORIDA y U U U U N BUILDING u lF U U l U ENERGY EFFICIENCY ,,=.~~= , ~,~~~ FOR CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Narne: Lot35 Kens I ngton Reserve Estero BayM G LE Builder Name: RYAN HOMES
N"'
N
Street: 3775 Hanworth Loop Permit Office:
6 6City, State, Zip: Sanford , FL, 32773 Permit Number: 5
Owner: Jurisdiction: 691000
Design Location: FL, Sanford County: Seminole (Florida Climate Zone 2
1New construction or existing New (From Plans) 9, Wall Types (2640.7 sqft,) Insulation 2.
Single family or multiple family Single-family a,
Frame - Wood, Exterior R=13,0 1384,00 ft' 1
Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 364.00 ft2 10.
Ceiling Types (1767,7 sqft) Insulation Area 5.
Is this a worst case? No a. Under Attic (Vented) R=38O 1727.00 ft' 6.
Conditioned floor area above grade (ft2) 2823 b. Knee Wall (Vented) R=19,0 40.67 112 Conditioned
floor area below grade (ft') 0 11.
Ducts R ft2 7.
VVindows(365.8 scift.) Description Area a, Sup: Attic, Ret: Attic, AH: 2nd Floor 6 219.4 SHGC:
b. Electric Heat Pump 2&0 HSPF:8.50 Area
Weighted Average Overhang Depth: 3.197 ft. Area
Weighted Average SHGC: 0.290 14, Hot water systems a.
Electric Cap: 50 gallons 8,
Floor Types (2796.0 sqft,) Insulation Area EF: 0.950 a.
Slab -On -Grade Edge Insulation R=0.0 1097,00 ft2 b. Conservation features b,
Floor Over Other Space R=0.0 1069.00 ft2 None c.
other (see details) R= 630.00 ft' 15. Credits Pstat Glass/
Floor Area: 0.130 Total
Proposed Modified Loads: 78.39 PASS Total
Baseline Loads: 79.21 I
hereby certify that the plans and specifications covered by Review of the plans and this
calculation are in compliance with the Florida Energy specifications covered by this Code.
calculation indicates compliance with
the Florida Energy Code, PREPARED
BY: anj -Jenry Before construction is completed DATE:
11.2- this building will be inspected for compliance
with Section 553.908 I
hereby certify that this building, as esigned, is in compliance Florida
Energy Code. Florida
Statutes. with
the we OWNER/
AGY' BUILDING OFFICIAL: Compliance
requires certification bythe air handier unit manufacturer thot the air handier enclosure qualifies us certified factory -
sealed inaccordance with R4U3.3.2.1. Compliance requires an
Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test
report with envelope leakage nugreater than T.U0ACV50(R4O2.4.1.2). Compliance with a proposed
duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage 0moutdoors, tested inaccordance with ANSURES0ET/
iCC 30O'ionot greater than U.O7OC\nfor whole house. 11o8u0185x5pm sncrgvsau0n(&USA ao.om(Rov 1)-
nmnmoco/rr000mEdition (2o17) Compliant Software Page 1"fn
Pr)PhA PAnr,-9nl7 INPUT IMMARY CHECKLIST REPORT
PROJECT
Title: Lot35 Ken sing ton Reserve Este Bedrooms: 4 Address Type: Lot Information
Building Type: User Conditioned Area: 2823 Lot # 35
Owner Name: Total Stories: 2 Block/Subdivision: KensingtonRes
of Units: 1 Worst Case: No PlatBook:
Builder Name: RYAN HOMES Rotate Angle: 0 Street: 3775 Hanworth Loop
Permit Office: Cross Ventilation: No County: Seminole
Jurisdiction: 691000 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, Sanford FL-ORLANDO-SANFOR 39 93 70 75 677 44 Medium
BLOCKS
Number Name Area Volume
1 Blockl 1097 10202.1
2 Block2 1726 13808
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated
I---- -_
1 1 st Floor 1097 10202.1 Yes 4 0 1 Yes Yes Yes
2 2nd Floor 1726 13808 No 1 4 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Raised Floor 2nd Floor ---- ---- 100 ft2 19 0.1 0 0.9
2 Floor over Garage 2nd Floor ---- ---- 530 ft2 19 0.15 0 0.85
3 Slab -On -Grade Edge Insulatio 1 st Floor 103 ft 0 1097 ft2 0.25 0 0.75
4 Floor Over Other Space 2nd Floor ---- ---- 1069 ft2 0 0.25 0 0.75
ROOF
Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch
V # Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg)
I Gable or Shed Composition shingles 1871 ft2 360 ft2 Medium N 0.85 N 0.85 No 0 22.6
ATTIC
Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1727 ft2 N N
11/2812018 5:05 PM Enerq . yGauge0 USA 6.0.02 (Rev. 1) - FlaRes20117 FBC 6th Edition (2017) Compliant Software Page 2 of 5
I FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Knee Wall (Vented) 2nd Floor 19 Batt 40.67 ft2 0.11 Wood
2 Under Attic (Vented) 2nd Floor 38 Blown 1727 ft' 0,11 Wood
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
Space F1 fn - --- - ------ Fraction Absor GradeYo--
1 N Exterior Frame - Wood 2nd Floor 13 46 0 8 0 368.0 ft' 0 0.23 0.6 0
2 N Exterior Concrete Block - Int Insul 1st Floor 4.1 42 0 8 8 364.0 ft2 0 0 0.6 0
3 E Exterior Frame - Wood 2nd Floor 13 40 6 8 0 324.0 11:2 0 0.23 0.6 0
4 E Exterior Concrete Block - Int Insul list Floor 4.1 20 6 8 8 11773 W 0 0 0.6 0
5 S Exterior Frame - Wood 2nd Floor 13 46 0 8 0 368.0 ft2 0 013 0.6 0
6 S Exterior Concrete Block - Int Insul 1st Floor 4,11 10 0 8 8 86.7 ft2 0 0 0.6 0
7 W Exterior Frame - Wood 2nd Floor 13 40 6 8 0 324.0 ft2 0 0.23 0.6 0
8 W Exterior Concrete Block - Int Insul 1 st Floor 4.1 30 6 8 8 264.3 ft2 0 0 0.6 0
9 - Garage Frame - Wood 1st Floor 13 42 0 8 8 364,0 ft2 0 0,23 0.01 0
DOORS
V # Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 E Insulated 1st Floor None 25 3 8 24 ft2
2 Wood 1st Floor None 25 2 8 8 21,3 11:2
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 N I Vinyl Low-E Double Yes 0.35 029 N 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5
2 N 2 Vinyl Low-E Double Yes 0.35 0,29 N 38.5 ft' 1 ft 0 in 10 ft 9 in Drapes/blinds Exterior 5
3 E 3 Vinyl Low-E Double Yes 0,35 0.29 N 6.0 ft2 1 ft 0 in 2 ft 10 in Drapes/blinds Exterior 5
4 E 3 Vinyl Low-E Double Yes 0.35 0.29 N 45.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5
5 E 3 Vinyl Low-E Double Yes 0.35 029 N 30.0 ft2 1 ft 0 in 3 ft 8 in Drapes/blinds Exterior 5
6 E 4 Vinyl Low-E Double Yes 0.35 0.29 N 38.5 ft' 1 ft 0 in 11 ft 3 in Drapes/blinds Exterior 5
7 E 4 Vinyl Low-E Double Yes 0,34 0.31 N 8.0 ft' I ft 0 in 11 ft 3 in None None
8 S 5 Vinyl Low-E Double Yes 0,35 0.29 N 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5
9 S 6 Vinyl Low-E Double Yes 035 0.29 N 32A ft2 11 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5
10 W 7 Vinyl Low-E Double Yes 0.35 0.29 N 12,0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5
11 W 7 Vinyl Low-E Double Yes 0,35 0,29 N 30,0 ft' 1 ft0in 1 ft 0 in Drapes/blinds Exterior 5
12 W 8 Vinyl Low-E Double Yes 0,35 0.29 N 32.4 ft' 1 ft 0 in 10 ft 9 in Drapes/blinds Exterior 5
13 W 8 Vinyl Low-E Double Yes 0,62 0.29 N 48.0 ft2 11 ft 0 in 0 ft 5 in Drapes/blinds Exterior 5
11/28/2018 5:05 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 5
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 635 ft2 635 ft' 80.75 ft 9.3 ft 1
INFILTRATION
Scope Method SLA CFM 50 FLA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) 000378 2801.2 153.78 289.21 .1925 7
HEATING SYSTEM
S_ystem Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump/ Split HSPF:8.4999 23.2 kBtu/hr 1 sys#1
2 Electric Heat Pump/ Split HSPF:8.4999 28 kBtu/hr 2 sys#2
COOLING SYSTEM
System Type ___...... Subtype Efficiency Capacity Air Flow SHR Block Ducts
m
1 Central Unit/ Split SEER: 15 23.4 kBtu/hr 702 cfm 0.75 1 sys#1
M
2 Central Unit/ Split SEER: 15 28.4 kBtu/hr 852 cfm 0.75 2 sys#2
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert # Company Name System Model # Collector Model # Area Volume FEF
None None ft'
DUCTS
Supply ---- Return ---- Air CFM 25 CFM25 HVAC #
Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool
1 Attic 6 219A ft Attic 54.85 ft Proposed Qn 2nd Floor --- cfm 76.8 cfm 0.07 0.50 1 1
2 Attic 6 345.2 ft Attic 86.3 ft2 Proposed Qn 2nd Floor --- cfm 120.8 cfm 0.07 Q.50 2 2
11/28/2018 5:05 PM EnergyGauge@ USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 5
I FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
TEMPERATURES
Prograrnable Thermostat: Y Ceiling Fans:
JanCoolingAugIgFebbFea, Mar Apr May Jun Jul A u Sep oo Nov Dec
Heating JantX FebprbXj May ri Augr Sn cti Novxxi DecHVentingJanFebXMarAprMayJunJulAugp9OctNovDec
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 (WEI-1) 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
MASS
Mass Type Area Thickness Furniture Fraction Space
Default(8 lbs/sq.ft. 0 ft, 0 ft 03 1st Floor
Default (8 lbs/s2.ft, 0 ft, 0 ft 03 2nd Floor
11/28/2018 5:05 PM EnergyGaugeO USA 6.0.02 (Rev, 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 5 of 5
2O17EPLDISPLAY CARD N
U U U U PUAY CARD ENERGYPERFORMANCE . ' ESTIMATED
ENERGY PERFORMANCE INDEX* =93 The
lower the Energy Performance Index, the more efficient the home. 1.
New home or, addition 1._New (From Plans) 12.Ducts, location & insulation level a)
Supply ducts R6.0 2.
Single-family ormultiple-family 2._Sin le£@m ily b)Return ducts R6.0 c)
AHUlocation 2ndF|nor 3.
No, ufunits (if mukip|e-famik) 3,1_ 4.Number
ofbedrooms 4,£__ 18. Cooling system: Capaoity___I.8 a)Split
system SEER 15 O 5. |athis
aworst case? (yea/no) 5.No h) Single pooke8a 8EER______ o)Ground/water source
SEER/COP_____ 8. Conditioned floor area (
oq, ft.) 6. 2823 d) Room uniUPTAC EEFL_____ e)Other 7.Windows,
type and
area o)V'tmctoc(weighted
average) 7a.I,385_ b) Solar Heat Gain
Coefficient(SH6C) 7b 0,290_ 14. Heating system: Capadty___fil.2 o)&ma 7o,365,
8_ o)Split system heat pump MSPF8L5 U)Single package heat
pump HSPF_____ d.Sky|ighta o)
Electric resistance COP_____ a>U'haoNr(weighted
average) 8a.NA_ d)Gas furnace, natural gas AFUE_____ b> Solar Heat Gain
Cuaffioient(GHGC) 8b.N£. o) Gus h/maon. LPG AFUE____. qOther 8. Floor type,
insulation
level: m)S|ab-qn_
gnade(R-va|ua) 8a.0.0_ b)YVuod. naimnd(R-
va|ue) 8b.19.0_ 15.Water heating system o) Conue0a. raised (R+
m|ue) 9c. a) Electric resistance EF_0.f5 b)Gas fired, natural
gas EF_____ 10.Wall type and
insulation: n)Gas fired, LPG EF_____ A. Exterior: d>Solar
system with tank EF_____ 1.Wood frame (insulation
R-*o|ue) 10A1._13.! o)Dedicated heat pump with tank EF____ 2. Masonry (insulation R-
va|uo) 10A2.41 qHeat recovery unit MeatReo%_____. B.Adjaoant: g)Dthar 1.
Wood frame (insulation R-
va|ue) 1081.13.0__ 2. Masonry (insulation R-value)
10B2.______ 18,HVACcredits claimed (Performance Method)
11. Ceiling type and insulation level
a)Ceiling fans a)Under attic 1Ia. 3l.0_
L) Cross ventilation No b)Single assembly 11b.o)Whole house
fan No u)Knee walls/skylight walls 11o 19,
0_ d>Muhizon*cooling credit d)Radiant barrier installed 1Id. NoL_ e>
Muhizuneheating credit DProgrammable thermostat Yes Label required by Section R303,13
of the Florida Building
Code, Energy Conservation, if not DEFAULT. certify that this home has complied with the Florida Building
Cod*, Energy Conservation, Uhmwyh the above energy saving features which will be installed (or exceeded) in this
home before final inspection. Otherwise, a new EPL display card will be completed based on installed code compliant
features. Builder Signature: Address ufNew Homa City/FL Zip: San Drd,
FL 32773
DEL -AIR Manual S Compliance Report Job:
Date: 8-30-11
LoOSKensingtonResery..
Zone 1 By: EJH
DEL -AIR HEATING &AIR CONDITIONING
531 GODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax. 407-333-3853 V*b: Www.DE-'l_-AlR.GOM
sroject Information
For RYAN HOMES, Lot35KensingtonReserveEsteroBayMGLE
3775 Hanworth Loop, Sanford, FL 32773
Design Conditions
Outdoor design DB: 93.0°F Sensible gain: 18142 Btuh
Outdoor design WB: 75.2°F Latent gain: 2258 Btuh
Indoor design DB: 75.0°F Total gain: 20400 Btuh
Indoor RH: 50% Estimated airflow: 780 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman Mfg.
Actual airflow: 780 cfm
Sensible capacity: 19667 Btuh
Latent capacity: 3009 Btuh
Total capacity: 22676 Btuh
Design Conditions
Outdoor design DB: 40.9°F
Indoor design DB: 70.0°F
Model: GSZ140241K+ASPT29B14A
108% of load
133% of load
111% of load SHR: 87%
Heat loss: 20379 Btuh
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman Mfg. Model: GSZ140241K+ASPT29B14A
Actual airflow: 780 cfm
Output capacity: 23200 Btuh 114% of load
Supplemental heat required: 0 Btuh
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 780 cfm
Output capacity: 4.5 kW 75% of load Temp. rise: 50 'F
Meets all requirements of ACCA Manual S.
Entering coil DB: 77.7'F
Entering coil WB: 63.5°F
Entering coil DB: 67,0°F
Capacity balance.- 38 'F
Economic balance: -99 'F
2018,Nov-28 17:30:47WrightsoftRight-
Suited Universal 2018 18.0.31 RSU24020 Page 1 Bay
M GLE\Lot35KensingtonR es erveEs teroBay M GLE. cup Calc = MJ8 Front Door faces: E
DEL'"Manual S Compliance Report Job: Lot35KensingtonResetv..
Date: 8-30-11
Zone 2 By: EJH
DEL -AIR HEATING &AIR CONDITIONING
531 CODKiCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax 407-333-3853 VVeb: WWW.I)EL-AIR.COM
ProjectInformation
For: RYAN HOMES, Lot35KensingtonReserveEsteroBayMGLE
3775 Hanworth Loop, Sanford, FL 32773
Cooling, Equipment
Design Conditions
Outdoor design DB: 93.0°F Sensible gain: 22818 Btuh Entering coil DB: 79,9°F
Outdoor design WB: 75.2°F Latent gain: 2777 Btuh Entering coil WB: 64.5°F
Indoor design DB: 75.0°F Total gain: 25595 Btuh
Indoor RH: 50% Estimated airflow: 947 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman Mfg.
Actual airflow: 947 cfm
Sensible capacity: 25351 Btuh
Latent capacity: 3102 Btuh
Total capacity: 28453 Btuh
Model: GSZ140301K+ASPT37C14A
111% of load
112% of load
111% of load SHR: 89%
Heating Equipment
Design Conditions
Outdoor design DB: 40.9°F Heat loss: 17585 Btuh
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman Mfg. Model: GSZ140301K+ASPT37C14A
Actual airflow: 947 cfm
Output capacity: 28000 Btuh 159% of load
Supplemental heat required: 0 Btuh
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 947 cfm
Output capacity: 4.2 kW 82% of load Temp. rise: 50 'F
Meets all requirements of ACCA Manual S.
Entering coil DB: 68.1°F
Capacity balance: 30 'F
Economic balance: -99 'F
2018-Nov-28 17:30:47
Right-SufteS Universal 2018 M0.31 RSU24020 Page 2
3YMGLE\I-ot35KensifigtonReserveEsteroBayMGLE.rtip Cale = M,18 Front Door faces: E
Component Constructions Job: Lot3SKensingtonReserv..
DEL - AIR Date: 8-30-11
ww" I Sla 90"Offill"M Entire House By: EJH
DEL -AIR HEATING &AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax 407-333-3853 Vkb: WV\/W.DEL-AlR.COM
For: RYAN HOMES, Lot35KensingtonReserveEsteroBayMGLE
3775 Hanworth Loop, Sanford, FL 32773
Design Conditions
Location: Indoor: Heating Cooling
Orlando Sanford, FL, US Indoor temperature (T) 70 75
Elevation: 56 ft Design TD (T) 29 18
Latitude: 29'N Relative humidity 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 2.5 38.7
Dry bulb (T) 41 93 Infiltration:
Daily range (T) - 17 M Method Simplified
Wet bulb ('F) - 75 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
V Btuh/ft2-T ft'-*FiBtuh MOW Btuh Btuh/W Binh
Walls
12C-Osw
13A-4ocs
16B-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2"
gypsum board int frish
Partitions
12C-Osw: Frm wall, stucco ext, F-13 cav ins, 1/2" gypsum board int
fnsh, 2"x4" wood frm, 16" o.c. stud
Windows
n 353 0.091 13.0 2.65 935 2.37 837
e 243 0.091 13.0 2.65 643 2.37 576
s 338 0.091 13.0 2.65 895 2.37 801
w 282 0.091 13.0 2.65 747 2.37 668
all 1216 0.091 13.0 2.65 3220 2.37 2883
n 325 0.201 4A 5.85 1904 4.41 1436
e 107 0.201 4A 5.85 627 4.41 473
S 54 0.201 4.1 5.85 318 4.41 240
w 184 0.201 41 5.85 1076 4.41 812
all 671 0.201 4.1 5.85 3924 4.41 2960
n 5 0.049 19.0 1.43 7 2.67 13
ne 3 0.049 19.0 1 A3 4 2,67 8
0 10 U49 19.0 1 A3 14 2.67 25
se 3 0.049 19.0 1.43 4 2.67 8
S 5 0.049 19.0 1 A3 7 2.67 13
sw 3 0.049 19.0 1.43 4 2.67 8
w 10 0.049 19.0 1.43 14 2.67 25
nw 3 0.049 19.0 1.43 4 2.67 8
all 41 0.049 19.0 1 A3 58 2.67 110
343 0.091 13.0 2A5 907 1.47 504
2A-2om: 2 glazing, clr low-e OUtT, air gas, mtl no brk frm mat, clr innr, n 15 0.350 0 10.2 153 10.6 159
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29): 50% drapes, medium; 1 e 45 0.350 0 10.2 458 29.1 1311
ft overhang (5 ft window ht, 1 ft sep.); 6.67 ft head fit s 30 0.350 0 10.2 306 10.8 324
w 30 0.350 0 10.2 306 29.1 874
all 120 0.350 0 10.2 1222 22.2 2669
2A-2ov: 2 glazing, clr low-e outr, air gas, vni frm mat, clr innr, 1/4" gap, n 39 0.350 0 10.2 393 10.6 410
1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft
overhang (6.25 ft window ht, 10.75 ft sep.); 6.67 ft head ht
rights,oft-, 2018-Nov-28 17:30:47
Z""" Right-SuitrrO Universal 2018 M0.31 RSU24020 Page I
t3ayMGLE\Lot35KetisingtonReserveEsteroDayMGL,E.rup Gale = MJ8 Front Door faces: E
2A-2om: 2 glazing, clr low-e outr, air gas, rntl no brk frm mat, cir innr, e 6 0.350 0 10.2 61 291 175
1/4" gap, 1/8" thk; NFRC rated (SHGC=0,29); 50% drapes, medium; 1
ft overhang (3 ft window ht, 2.83 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, e 30 0.350 0 10.2 306 29.1 874
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1
ft overhang (5 ft window ht, 3.67 ft sep.); 6,67 ft head ht
2A-2ov: 2 glazing, clr low-e outr, air gas, vni frm mat, cir innr, 1/4" gap, e 39 0,350 0 10.2 393 29,1 1123
1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft
overhang (6,25 ft window ht, 11.25 ft sep); 6.67 ft head ht
2B-2fv: 2 glazing, cir low-e outr, air gas, vni frm mat, cir innr, 1/4" gap, e 8 0.340 0 9.89 79 30.5 244
1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; I ft
overhang (8 ft window ht, 11.25 ft sep.); 6.67 ft head ht
2A-2ov: 2 glazing, cir low-e outr, air gas, vni frm mat, cir innr, 1/4" gap, s 32 0.350 0 10.2 330 10.6 344
1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 11 ft
overhang (5.25 ft window ht, 1 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, clr innr, w 12 0.350 0 10.2 122 29.1 350
1/4" gap, 1/8" thk; NFRC rated (SHGC=0,29); 50% drapes, medium; 1
ft overhang (4 ft window ht, I ft sep.); 6.67 ft head ht
2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, w 32 0.350 0 10.2 330 29.1 943
1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; I ft
overhang (5.25 ft window ht, 10.75 ft sep.); 6.67 ft head ht
2A-2ovd: 2 glazing, cir low-e outr, air gas, vni frm mat, clr innr, 1/4" w 48 0.620 0 18.0 866 I7.2 827
gap, 1/8" thk; NFRC rated (SHGC=0.29); 11 ft overhang (8 ft window
ht, 0.42 ft sep); 6.67 ft head ht
Doors
11 DO: Door, wd sc type e 24 0.390 0 11.3 272 12.1 291
n 21 0.390 0 11.3 242 12.1 258
all 45 0,390 0 11.3 514 12.1 549
Ceilings
1613-38ad: Attic ceiling, asphalt shingles roof mat, r-38 veil ins, 1/2" 1781 0.026 38.0 0.76 1348 1.42 2526
gypsum board int fnsh
Floors
20P-19t: Fir floor, firm fir, 6" thkns, r-19 cav ins, amb ovr 100 0.050 19.0 1.45 145 0.73 73
20P-19t: Fir floor, frm fir, 6" thkns, r-19 cav ins, gar ovr 530 0.050 19.0 1,45 770 033 385
22A-tpl: Bg floor, light dry soil, on grade depth 103 0.989 0 28.8 2964 0 0
wrightso2018-
Nov-28 17:30:47 ft- Right-
SuiteO Universal 2018 18.0.31 RSU24020 Page 2 nay
MGLE\Lot35KensitigtonReserveF.steroBayMGLE.r(ip Calc = M,18 Front Door faces: E
Component Constructions Job: Lot35KensingtonReserv..
49DEL-AIR Date: 8-30-11
Kam . #A co"6111111111M Zone I By: EJH
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Wab: WWW.DlHl--AlR.00lVl
For: RYAN HOMES, Lot35KensingtonReserveEsteroBayMGLE
3775 Hanworth Loop, Sanford, FL 32773
Location:
Orlando Sanford, FL, US
Elevation: 56 ft
Latitude: 29*N
Outdoor: Heating
Dry bulb (T) 41
Daily range (T) -
Wet bulb (T) -
Wind speed (mph) 15.0
Indoor:
Indoor temperature (T)
Design TD (T)
Relative humidity
Cooling Moisture difference (gr/lb)
93 Infiltration:
17 (M) Method
75 Construction quality
7.5 Fireplaces
Heating
70
29
30
2,5
Simplified
Average
0
Cooling
75
18
50
38.7
Construction descriptions Or Area Ll-value Insull R Htg HTM Loss Clg HTM Gain
ft, Btuh1ft1-'F ftl.'F/Btuh NOW Bbih NOV Btu h
Walls
13A-flocs n 325 0.201 4.1 5.85 1904 4,41 1436
e 107 0.201 4.1 5.85 627 4A1 473
s 54 0.201 4A 5.85 318 4.41 240
w 184 0,201 4.1 5,85 1076 4.41 812
all 671 0.201 4.1 5.85 3924 4A1 2960
Partitions
12C-osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int
fns h, 2"x4" wood frm, I G" o.c. stud
Windows
2A-2ov: 2 glazing, clr low-e outr, air gas, vni frm mat, clr innr, 1/4" gap, n
1/8" thk; NFRC rated (SHGG=0.29); 50% drapes, medium; 1 ft
overhang (6.25 ft window ht, 10.75 ft sep); 6.67 ft head ht
2A-2ov: 2 glazing, cir low-e outr, air gas, vnl frm mat, cir innr, 1/4" gap, e
1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium: 1 ft
overhang (6.25 ft window ht, 11.25 ft sep.); 6.67 ft head ht
2B-2fv: 2 glazing, clr low-e outr, air gas, vni frm mat, clr innr, 1/4" gap, e
1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; I ft
overhang (8 it window ht, 11.25 ft sep.); 6.67 ft head ht
2A-2ov: 2 glazing, cir low-e outr, air gas, vni frm mat, clr innr, 1/4" gap, s
1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 11 ft
overhang (5.25 ft window ht, 1 ft sep.); 6.67 ft head ht
2A-2ov: 2 glazing, clr low-e outr, air gas, vni frm mat, clr innr, 1/4" gap, w
1/8" thk; NFRC rated (SHGC=0,29); 50% drapes, medium; 1 ft
overhang (5.25 ft window ht, 10.75 ft sep.); 6.67 ft head ht
2A-2ovd: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" w
gap, 1/8" thk; NFRC rated (SHGC=0.29); 11 ft overhang (8 ft window
ht, 0,42 it sep.): 6.67 ft head ht
343 0.091 13.0 2,65 907 1.47 504
39 0.350 0 10,2 393 10.6 410
39 0.350 0 10.2 393 29.1 1123
8 0.340 0 9,89 79 30.5 244
32 0.350 0 10.2 330 10.6 344
32 0.350 0 10.2 330 291 943
48 0.620 0 18.0 866 17.2 827
vwrightscirft- 2018-Nov-28 17:30:47
Aa-N .""' "" --"' "' Right-Suite*0 Universal 2018 M0.31 RSU24020 Page 3
13ayMGLE\Lot35KensingtonReserveEsteroBayNIGLE.rup Gale - MJ8 Front Door faces: E
Doors
11 DO: Door, wd se type e 24 0.390 0 11.3 272 12.1 291
11 21 0.390 0 11.3 242 12.1 258
all 45 0,390 0 11.3 514 12.1 549
Ceilings
none)
Floors
22A-tpi: Bg floor, light dry soil, on grade depth 103 0.989 0 28.8 2964
vvirlightsoft- 2018-Nov-28 17:30:47
1111,1 ;- I'll -1 Viight-Suite(k) Universal 2018 18.0.31 RSU24020 Page 4
nay MCLF\I-ot35KetisingtonReserveFsteroBayMGLE.r(ip Calc = MJ8 Front Door faces: E
IRComponent Constructions Job: Lot35KensingtonReserv..
10DEL-A Date: 8-30-11
a- W 9004"W" Zone 2 By: EJH
DEL -AIR HEATING &AIR CONDITIONING
531 CODISGO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Weh: WWW,DEL-AIR.COM
to] c n ormation
For: RYAN HOMES, Lot35KensingtonReserveEsteroBayMGLE
3775 Hanworth Loop, Sanford, FL 32773
n Condons
Location: Indoor: Heating Cooling
Orlando Sanford, FL, US Indoor temperature (T) 70 75
Elevation: 56 ft Design TD (T) 29 18
Latitude: 29'N Relative humidity (%) 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 2.5 387
Dry bulb (T) 41 93 Infiltration:
Daily range (T) - 17 M Method Simplified
Wet bulb (T) - 75 Construction quality Average
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain
ft, Btuhfik'-'F ft'-'F/Btuh Btuh/ft' Man BUIV Btu h
Walls
12C-Osw
1613-1 gad: Knee wall, asphalt shingles roof mat, F-19 kw ins, 1/2"
gypsum board int fnsh
Partitions
none)
n 353 0.091 110 2.65 935 2.37 837
e 243 0.091 13,0 2.65 643 2.37 576
S 338 0.091 13.0 2,65 895 2.37 801
w 282 0.091 13,0 2.65 747 2.37 668
all 1216 0.091 13.0 2.65 3220 2.37 2883
n 5 0,049 19.0 1,43 7 2,67 13
ne 3 0.049 19.0 1.43 4 2,67 8
e 10 0.049 19.0 1,43 14 2.67 25
se 3 0,049 19.0 1 A3 4 2.67 8
S 5 U49 19.0 1.43 7 2.67 13
sw 3 0.049 19.0 1,43 4 2.67 8
w 10 0.049 19.0 1.43 14 2.67 25
nw 3 0.049 19.0 1.43 4 2.67 8
all 41 0,049 Mo 1.43 58 2,67 110
Windows
2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, n 15 0.350 0 10.2 153 10,6 159
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; I e, 45 0.350 0 10.2 458 29.1 1311
ft overhang (5 ft window ht, I ft sep.); 6.67 ft head ht S 30 0.350 0 10.2 306 10.8 324
w 30 0,350 0 10,2 306 29.1 874
all 120 0.350 0 10.2 1222 22.2 2669
2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, e 6 0.350 0 10.2 61 29.1 175
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; I
ft overhang (3 ft window ht, 2.83 ft sep.); 6.67 ft head ht
2A-2orn: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, clr innr, e 30 0.350 0 10.2 306 29.1 874
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1
ft overhang (5 It window ht, 3.67 ft sep.); 6.67 ft head ht
Wr1gtVt$0Vt:--
2018-Nov-28 17:30;47
a-K
Right-SuitedUniversal 2018 18,0,31 RSU24020 Page 5
B,iymGLE1Lot35KensingtonReserveEsteroBayMGLE.rtil) Gale = MJ8 Front Door faces: E
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk firm mat, cir innr, w
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1
ft overhang (4 ft window ht, I ft sep.); 6.67 ft head ht
Doors
none)
Ceilings
16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2"
gypsum board int fnsh
Floors
20P-19t: Fir floor, frm f1r, 6" thkns, r-19 cav ins, amb ovr
20P-19t: Fir floor, frm f1r, G" thkns, r-19 cav ins, gar ovr
12 0.350 0 10.2 122 29.1 350
1781 0.026 38.0 0.76 1348 1.42 2526
100 0.050 19.0 1,45 145 0.73 73
530 0,050 19.0 1.45 770 0.73 385
vvirligh-tscWt- 2018-Nov-28 17:30:47
Right-SulteO Universal 2018 18.0.31 RSU24020 Page 6
Bay M GLE\l.ot35Kens ingtonReserveEs teroBay M GL E. cup Galc = MJ8 Front Door faces: F
V 0000
Job: Lom5wonw"omnneaom' Summary uam, u n,1
7 w m w Entire House By: sJx
DEL -AIR HEATING &AIR CONDITIONING
m000/ocoWAY, empono,r'v27r,Phone: 407"o`-2nm pax:^m-3:3-xmu vw».wvmmop'wn.cow TOrmation
For:
RYANHOMES, Lot35 i ton eEoham8ayMGLE Notes: RV3O:
4'12-13JN1 Weather: Orlando
Sanford, FL, US Winter Design
Conditions Summer Design Conditions Outside db
41 ,F Outside db 83 ^F noidedb 70 ^
F |ns|dadb 75 ~F Daa|AnTD
28 °F Design TD 18 "F Daily range
M Relative humidity
50 % Moisture difference
39 g/8b Heating Summary
Sensible Cooling Equipment Load Sizing Structure 23242
Btuh Structure 2340 Btuh Ducts 14722
Btuh Ducts 16802 Btuh Central vent (
Ucfm) U Btuh Central vent (Ocfm) U Btuh Humidification U
Btuh Blower O Btuh P1131,99
O Btuh Equipment load
37964 Btuh Use manufacturer's data y Rate/swin
Equipmen[aono|
b|m|uad O0 40202
Btuh
Infiltration MethodSimplified
Latent Cooling Equipment Load Sizing Construction quality
Average Fireplaces 0
Structure 3428 Btuh Ducts 1607
Btuh Central vent (
Uofm) 0 Btuh Hoati nw
CoolingA latent load5035Btuh28232o/8 Equipment Volume (W)
24228 24228 Air changes/
hour 0.41 0.21 Equipment Total Load (8en+Lat) 45237 Btuh Equiv. AVF(
ofm) 186 85 Req. total capacity ok0.7OSHR 4.8 ton Heating Equipment
Summary Cooling Equipment Summary Make n/
a Make n/a Trade n/
a Trade n/a Model n/
a Cond n/a AHR| ref.
n/a Coil n/a AHR| ref.
n/a Efficiency n/
a Efficiency n/a Heating input
Sensible cooling O Btuh Heating output
U Btuh Latent cooling O Btuh Temperature rise
O F Total cmdi[0 O Btuh Actual air
flow U ofm Actual air flow 8 ofm Air flow
factor U h Air flow factor U U Static proaoun*
0 in H2O Static pressure O in H2O Space thermostat
n/a Load sensible heat ratio O Calculations approved
by ACCA to meet all requirements of Manual J8thEd. 44- pwx
o"/
mmu"*°wwuom`o».n,n«o»mzo onow^~u ,
rao^ m wn
u*nem*`mo"op mm*evmmo ws cm* n^~m n ,m"'nmv», s '
90ELA Project Summary Job: LoUWensingtonResery
AIR Date: 8-30-11
0000 - AM CONOM011111111101 Zone 1 By: EJH
DEL -AIR HEATING &AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL, 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WV\fW,DEL-A1R,COM
For: RYAN HOMES, Lot35Kensin tonReserveEsteroBayMGLE
3775 Hanworth Loop, Sanford, FL 32773
Notes: RVS D: 4-12-13 J M
LS 11/28/18 JH
Weather: Orlando Sanford, FL, US
Winter Design Conditions
Outside db 41 'F
Inside db 70 'F
Design TD 29 'F
Heating Summary
Structure 12737 Btuh
Ducts 7642 Btuh
Central vent (0 cfm) 0 Btuh
none)
Humidification 0 Btuh
PIP199 0 Btuh
Equipment load 20379 Btuh
Infiltration
Method
Construction quality
Fireplaces
Simplified
Average
0
Heatin Cooling
Area (ft2) 10 1152
Volume (ft3) 9980 9980
Air changes/hour 0.38 0.20
Equiv. AVF (cfm) 64 33
Heating Equipment Summary
Make Goodman Mfg,
Trade GOODMAN
Model GSZ1 40241 K
AHRI ref 201664195
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Capacity balance point = 38 *F
Backup:
8.5 HSPF
23200 Btuh @ 47°F
27 F
780 cfm
0.038 cfm/Btuh
0.40 in H2O
Input = 5 kW, Output = 15356 Btuh, 100 AFUE
Summer Design Conditions
Outside db 93 'F
Inside db 75 'F
Design TD 18 'F
Daily range M
Relative humidity 50 %
Moisture difference 39 gr/lb
Sensible Cooling Equipment Load Sizing
Structure 11339 Btuh
Ducts 6803 Btuh
Central vent (0 cfm) 0 Btuh
none)
Blower 0 Btuh
Use manufacturer's data y
Rate/swingmultiplier 1.00
Equipment load 18142 Btuh
Latent Cooling Equipment Load Sizing
Structure 1858 Btuh
Ducts 400 Btuh
Central vent (0 cfm) 0 Btuh
none)
Equipment latent load 2258 Btuh
Equipment Total Load (Sen+Lat) 20400 Btuh
Req. total capacity at 0.75 SHR 2.0 ton
0 0 # a •
Make Goodman Mfg.
Trade GOODMAN
Cond GSZ140241K
Coil ASPT29B14A
AHRI ref 201664195
Efficiency 12.5 EER, 15 SEER
Sensible cooling 17550 Btuh
Latent cooling 5850 Btuh
Total cooling 23400 Btuh
Actual air flow 780 cfm
Air flow factor 0,043 cfm/Btuh
Static pressure 0.40 in H2O
Load sensible heat ratio 0.89
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
14- VWrIgIVIll-'soft- 2018-Nov-28 17:30:47
Right-Suftet universal 2018 18.0.31 RSLJ24020 Page 2
BAMA ... 9Y M GLE\Lot35KensingtonReserveEsteroBayMGLE,r tip C,,.)Ic = MJ8 Front Door faces: E
Project Summary Job: LoM]KensingtonReserv..
DEL -Al Date: 8-30-11R
W coaff"" Zone 2 By: EJH
DEL -AIR HEATING & AIR CONDITIONING
53131 CODISCO WAY, SANFORD. FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 \A(b: WWW.DEL-AIR.COM
Proiect
For: RYAN HOMES, Lot35Kensin,tonReserveEsteroBayMGLE
3775 Hanworth Loop, Sanford, FL 32773
Notes: RVS D: 4-12-13 J M
LS 11/28/18 JH
Weather: Orlando Sanford, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 41 'F Outside db 93 F
Inside db 70 *F Inside db 75 F
Design TD 29 'F Design TD 18 F
Daily range M
Relative humidity 50
Moisture difference 39 gr/lb
Heating Summary
Structure 10505 Btuh
Ducts 7080 Btuh
Central vent (0 cfm) 0 Btuh
none)
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 17585 Btuh
Infiltration
Method
Construction quality
Fireplaces
Simplified
Average
0
Heating Coolin
Area(ft2 ) 1726 17A
Volume (ft 3 14248 14248
Air changes/hour 0.43 0.22
Equiv. AVF (cfm) 102 52
Heating Equipment Summary
Make Goodman Mfg.
Trade GOODMAN
Model GSZ140301K
AHRI ref 201664209
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Capacity balance point = 30 'F
Backup:
8.5 HSPF
28000 Btuh @ 47°F
27 F
947 cfm
0.054 cfm/Btuh
0.40 in H2O
Input =: 4 kW, Output = 14357 Btuh, 100 AFUE
Sensible Cooling Equipment Load Sizing
Structure 12503 Btuh
Ducts 10315 Btuh
Central vent (0 cfm) 0 Btuh
none)
Blower 0 Btuh
Use manufacturer's data y
Rate/swing multiplier 1.00
Equipment sensible load 22818 Btuh
Latent Cooling Equipment Load Sizing
Structure 1570 Btuh
Ducts 1207 Btuh
Central vent (0 cfm) 0 Btuh
none)
Equipment latent load 2777 Btuh
Equipment Total Load (Sen+Lat) 25595 Btuh
Req. total capacity at 0.75 SHR 2.5 ton
Cooling Equipment Summary
Make Goodman Mfg.
Trade GOODMAN
Cond GSZ140301K
Coil ASPT37C14A
AHRI ref 201664209
Efficiency 12.5 EER, 15 SEER
Sensible cooling 21300 Btuh
Latent cooling 7100 Btuh
Total cooling 28400 Btuh
Actual air flow 947 cfm
Air flow factor 0,042 cfm/Btuh
Static pressure 0.40 in H2O
Load sensible heat ratio 0.89
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
PhAtsoft 2018-Nov-28 17:30:47
Right-S!,IfteO Universal 2018 18.0.31 RSLJ24020 Page 348%5N ... Bay M GLE\Lot35Kens ington Res erveEs teroHayM G LE. Rip Calc = MJ8 Front Door faces: E
QFLAIR Right-JO Worksheet
Entire House
DEL -AIR HEATING &AIR
Job: Lot35 Ken sl n gto n Rese rveEs
Date: 8-30-11
11IIIIIIIIIIIII 1f'I
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Vkb: VVWW,DEL-AIR.COM
1 Room name Entire House Zone 1
2 Exposed wall 276.0 ft 103.0 It
3 Room height 8.3 ft 8.7 ft
4 Room dimensions
5 Room area 2932.5 ft' 1151.5 ft'
Ty Construction U-Value
number (Btuh/ftl-*F)
Or HTM
Btuh/ft'
Area
or perimeter
ft')
ft)
Load
Btuh)
Area
or perimeter
ft')
ft)
Load
Bt h)
Heat cool Gross NIP/S Heat Cool Gross N/P/S_ Heat Cool
6 W 12C-Osw 0,091 n 2.65 2,37 368 353 935 837 0 0 0 0
2A-tom 0.350
13A-flocs 0.201
n
n
1018
5.85
10.63
4.41
15
364
0
325
153
1904
159
1436
0
364
0
325
0
1904
0
1436W
L-G 2A-2.,, 0,350 n 10.18 10,63 39 0 393 410 39 0 393 410
11 W 16B-19ad 0,049 n 1.43 2.67 5 5 7 13 0 0 0 0
W 16B-19ad 0,049 ne 1.43 2.67 3 3 4 8 0 0 0 0
W 12C-Osw 0.091 e 2.65 2.37 324 243 643 576 0 0 0 0
2A-2om 0.350 a 10,18 29.13 6 0 61 175 0 0 0 0
2A-2om 0,350 e 10.180.18 29.13 45 0 456 1311 0 0 0 0
2A-2om 0,350 e 10.18 29.13 30 0 306 874 0 0 0 0
13A-4ocs 0.201
2A-2ov 0.350
e
e
5.85
10.18
4.41
29.13
178
39
107
0
627
393
473
1123
178
39
107
0
627
393
473
1123
2B-2fv 0.340 e 9.89 30,52 8 0 79 244 8 0 79 244
11DO R 390 a 11.35 12.11 24 24 272 291 24 24 272 291
W 16B-19ad 0,049 e 1.43 2.67 10 10 14 25 0 0 0 0
W 1613-19ad 0.049 se 1.43 2.67 3 3 4 8 0 0 0 0
12C-0sw 0,091 S 2.65 2.37 368 338 895 801 0 0 0 0T--G 2A-2orn 0,350 s 10.18 10.82 30 53 306 324 0 0 0 0
T---G
13A-flocs 0.201
2A-2ov 0.350
16B-19ad 0,049
s
s
a
5.85
1018
1,43
4.4187
10.63
2.67
32
5
54
65
5
318
330
7
240
344
13
87
32
0
54
65
0
318
330
0
240
344
0W
W
W
16B-19ad 0,049
12C-Osw 0.091
sw
w
1.43
2.65
2.67
2.37
3
324
3
282
4
747
8
668
0
0
0
0
0
0
0
0
2A-2om 0.350
2A-2om 0.350
w
w
10.18
10,18
29.13
29.13
12
30
0
0
122
306
350
874
0
0
0
0
0
0
0
0
W 13A-flocs 0.201 w 5.85 4.41 264 184 1076 812 264 184 1076 812
0.350 w 10.18 29,13 32 0 330 943 32 0 330 943L22A-2ov
2A-2ovd 0.620 w 18.04 17.22 48 96 866 827 48 96 866 827
W 16B-19ad 0,049 w 1,43 2,67 10 10 14 25 0 0 0 0
W 16B-19ad 0.049 nw 1.43 2.67 3 3 4 8 0 0 0 0
P 12C-Osw 0.091 2.65 1,47 364 343 907 504 364 343 907 504
L--D 11DO 0.390 n 11.35 12.11 21 21 242 258 21 21 242 258
C 16B-38ad 0M6 0.76 1.42 1781 1781 1348 2526 0 0 0 0
F 20P-19t 0,050 1.45 0,73 100 100 145 73 0 0 0 0
F 20P-19t 0.050 1.45 0.73 530 530 770 385 0 0 0 0
F 22A-tpI 0.989 28.78 0.00 1152 103 2964 0 1152 103 2964 0
6 c) AED excursion 0 441
Envelope loss/gain 17953 17945 10700 8344
12 a) Infiltration 5289 1676 2037 645
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 6 1380 5 1150
Appliances/other 2400 1200
Subtotal (lines 6 to 13) 23242 23401 12737 11339
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 23242 23401 12737 11339
15 Duct oads 63% 3% 7 _
7t
14722 16802 60% 601% 7642 6803]
Total room load 3796A4 40202 20379 1814 2
Air required (cfm) 1727J 1727 780 780
Calculations aperoved by ACCA to meet all requirements of Manual J 8th Ed.
Right -Suite" Universal 2018 18.0.31 RSU24020
2018-Nov-28 17:30:47
Page 1
Bay M 6[-E\t-ot 35Kens ingtonReserveEs teroBayM GLE. rup Calc = MJ8 Front Door taces: E
1QEL;A1R Right-J@ Worksheet
Entire House
DEL -AIR HEATING &AIR
CONDITIONING
531 GODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Nkab: WWW.DEL-AIR.COM
Job: Lot35Ken sin gto n ReserveEs...
Date: 8-30-11
By: EJH
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
Ty Construction Ll-value Or HTM
number (Btuh/ftl-'F) (Btuh/ft
Heat Cool
Zone 2
1710 ft
0 ft
1781,0 ft'
Area (w) Load
or perimeter (ft) (Btuh)
Gross N/P/S Heat Cool
Area Load
or perimeter
Gross NIP/S Heat Cool
6 W 12C-Osw 0.091 n Z65 2.37 368 353 935 837
2A-tom 0,350 n 10.18 10.63 15 0 153 159
13AAocs 0.201 n 5.85 4.41T_G
0 0 0 0
2A-2ov 0.350 n 10,18 10,63 0 0 0 0
11 W 16B-19ad 0.049 n 1.43 2,67 5 5 7 13
W 160-19ad 0,049 ne 1,43 2.67 3 3 4 8
W 12C-Osw Q,091 e Z65 2.37 324 243 643 576
2A-tom 0.350 e %18 29.13 6 0 61 175
2A-2om 0.350 a 10A8 29.13 45 0 458 1311
2A-2om 0.350 e 1018 29.13 30 0 306 874
13A-flocs 0.201 e 5.85 4.41 0 0 0 0
2A-2ov 0.350 e 10,18 29.13 0 0 0 0
2B-2fv 0.340 e 9.89 30.52ND 0 0 0 0
11DO 0.390 e 11.35 12.11 0 0 0 0
W 16B-19ad 0.049 e 1.43 2,67 10 10 14 25
W 166-19ad 0,049 se 1.43 2.67 3 3 4 8
UV 12C-Osw 01091 s Z65 2.37 368 338 895 801
t__13 2A-2om 0,350 a 10.18 10.82 30 53 306 324
W. 13A-flocs 0.201 s 5,85 4.41 0 0 0 0
2A-2.v 0.350 s 10A8 10.63 0 0 0 0
W 16B-1 9ad 0.049 a 1,43 2,67 5 5 7 13
W 16B-19ad 0.049 sw 1.43 2.67 3 3 4 8
W 12C-Osw 0.091 w 2.65 2,37 324 282 747 668
2A-2om 0.350 w 10,18 29.13L-2 12 0 122 350
2A-2am 0.350 w 10,18 29.13 30 0 306 874
W 13A-flocs 0.201 w 5.85 4.41 0 0 0 0
E22A-2ov 0.350 w 10.18 29.13 0 0 0 0
2A-2ovd 0.620 w 18,04 17.22 0 0 0 0
W 16B-1 gad 0.049 w 1.43 2.67 10 10 14 25
W 168-19ad 0.049 nw 1.43 Z67 3 3 4 8
1 2C-Osw 0.091 - 2.65 1.47 0 0 0 0
11D0 0,390 n 11.35 12.11 0 0 0 0
C 16B-38ad 0.026 0.76 1.42 1781 1781 1348 2526
F 20P-19t 0.050 1.45 0.73 100 100 145 73
F 20P-19t 0.050 1.45 0.73 530 530 770 385
F 22A-tpl 0,989 28.78 0.00 0 0 0 0
6 c) AED excursion 0
loss/gainEnvelopeloss/gaing 7253 10043
Infiltration 3252 1030412a) a atb) Room ventilation 0 0
13 cuupants1rdemalgains: Occupants 230 1 230
Appliances/other 1200
Subtotal (lines 6 to 13) 10505 12503
Less external load 0 0
Less transfer 0 0
Redistribution 0 0
14 Subtotal 10505 12503
15 Duct loads 67% 82% 7080 10315
Total room load 1758-9 22818JAirrequired (cfm) 1 4,
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Nov-28 1T30:47
Right -Suited Universal 2018 18.0.31 RSU24020 Page 2
Bay M GLE\Lot35Kens ingtonR eserveEs teroBayM GLF-, ru p Galc = MJ8 Front Door faces: E
DELAIR Right-J@ Worksheet Job: LoMKensingtonReserveEs Zone
1 Date:
8-30-11 By:
EJH DEL -
AIR HEATING AIR CONDITIONING
531
GODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 V,kb: WWW.DFL-AlR.GOM 1
Room name Zone 1 Din/Foyer/Liv 2
Exposed wall 103.0 ft 42.5 ft 3
Room height 8.7 ft 8,7 ft heattrool 4
Room dimensions 1,0 x 441.5 ft 5
Room area 1151.5 ft' 441.5 ft' Ty
Construction U-Value Or HTM Area (W) Load Area (fe) Load number
Btuhlft'-'F) BtLjh/ft or perimeter ft) Bt h) or perimeter ft) Btuh) pleat
cool Gross N/P/S Heat TC-001 Gross N/P/S Heat Cool 6
vN 12C-Osw 0,091 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-
torn 0.350 n OM 0.00 0 0 0 0 0 0 0 0 W
13A-flocs 0,201 n 5,85 4.41 364 325 1904 1436 191 152 890 671 r--
G 2A-20V 0,350 n 10,18 10.63 39 0 393 410 39 0 393 410 1
W 16B-1 gad 0.049 n 0.00 0.00 0 0 0 0 0 0 0 0 W
16B-19ad 0.049 tie 0,00 0.00 0 0 0 0 0 0 0 0 W
12C-Osw O.091 e OM 0.00 0 0 0 0 0 0 0 0 2A-
2om O. 350 e 0.00 0.00 0 0 0 0 0 0 0 0 2A-
2om 0.350 e 0.00 0.00 0 0 0 0 0 0 0 0 2A-
2onn 0,350 e 0.00 OM 0 0 0 0 0 0 0 0 W.
13A-4ocs 0,201 e 5,85 4.41 178 107 627 473 178 107 627 473 0.
350 e 10.18 2913 39 0 393 1123 39 0 393 1123 I2A-
2ov 28-
2fv I0.340 e 9.89 30.52 8 0 79 244 8 0 79 244 D
11D0 0.390 e 11,35 12.11 24 24 272 291 24 24 272 291 W
16B-19ad 0.049 e 0.00 0.00 0 0 0 0 0 0 0 0 W
16B-19ad 0.049 se 0.00 0.00 0 0 0 0 0 0 0 0 12C-
0sw 0.091 S 0.00 OM 0 0 0 0 0 0 0 0 T---G 2A-2om 0.350 S OM 0.00 0 0 0 0 0 0 0 0 13A-
flocs 0.201 s 5.85 4.41 87 54 318 240 0 0 0 0 T_G 2A-2ov 0,350 a 10,18 10.63 32 65 330 344 0 0 0 0 W
168-19ad 0.049 s 0.00 Q00 0 0 0 0 0 0 0 0 W
16B-19ad 0.049 sw 0.00 0.00 0 0 0 0 0 0 0 0 W
12C-Osw 0.091 w 0.00 OM 0 0 0 0 0 0 0 0 2A-
2om 0,350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-
2om 0,350 w 0,00 0.00 0 0 0 0 0 0 0 0 W
13A-flocs 0,201 w 5,85 4.41 264 184 1076 812 0 0 0 0 2A-
2ov 0,350 w Q18 118,04 29.
13 32 0 330 943 0 0 0 0 G
2A-2ovd 0,620 w 17.22 48 96 866 827 0 0 0 0 W
168-19ad 0.049 w 0.00 0.00 0 0 0 0 0 0 0 0 W
160-19ad 0.049 nw, 0.00 0.00 0 0 0 0 0 0 0 0 P
12C-Osw 0,091 - 2.65 1.47 364 343 907 504 139 117 311 172 L--
D 11D0 0.390 in 11.35 12,11 21 21 242 258 21 21 242 258 C
16B-38ad 0.026 0,00 0.00 0 0 0 0 0 0 0 0 F
20P-19t 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F
20P-19t 0,050 0.00 0.00 0 0 0 0 0 0 0 0 F
22A-tpl 0,989 28,78 0.00 1152 103 2964 0 442 43 1223 0 6
c) AED excursion 441, 186 Envelope
loss/gain 10700 83441 4429 3455 12
a) Infiltration 2037 645 841 266 b)
Room ventilation 0 0 0 0 13
1 ntemal gains: Occupants @ 230 5 1150 1 230 Applianceslother
1200 0 Subtotal (
lines 6 to 13) 12737 11339 5269 3952 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 12737 11339 5269 3952 15
Duct loads 60% 60% 7642 68031 600/( 601/b 3162 4323
2371'
Total
room load 20379 0780T1 1 31 843361323 Air
required (cfm) 8 780 272 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed, 044-
vWr#Wh*:*"ft-' 2018-Nov-28 17:30:47 Right-
Surte0i Universal 2018 18.0,31 14SLJ24020 Page 3 LayM
GLE\Lot35Ken s ington R eserveFs teroBayM G LE. cup Calc , MJ8 Front Door faces: E
N'IDEL-AIR Right-JO Worksheet
Zone I
DEL -AIR HEATING &AIR
CONDITIONING
531 GODISCO WAY, SANFORD, Ft. 32771 Phone: 407-831-2665 I'mr. 407-333-3853 Web: WWW,DFL-AlR,C0M
Job: LoMlKensin gto n ReservelEs
Date: 8-30-11
By: EJHI
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
Ty Construction U-value Or HTM
number (Btuh/ft1-*F) (Btuh/ftj
Heat cod
Dinette/Kitchen
33.5 ft
8.7 It heat/cool
13.5 x 20.0 ft
270.0 fV
Area (ft) Load
or perimeter (ft) (13tuh)
Gross NIP/S Heat Cool
Family
27.0 It
8.7 ft heat/cool
1.0 x 409.8 It
409.8 ft'
Area (ft) Load
or perimeter (ft) (Btuh)
Gross N/P/S Heat Cool
6 W, 12C-Osw 0.091 n 0.00 OM 0 0 0 0 0 0 0 0
2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0
w 13AAocs 0,201 n 5.85 L41 173 173 1014 765 0 0 0 0
L--G 2A-2ov 0.350 n 10,18 10,63 0 0 0 0 0 0 0 0
11 w 16B-19ad 0.049 n 0.00 0.00 0 0 0 0 0 0 0 0
W 16B-19ad 0,049 ne Q.00 0.00 0 0 0 0 0 0 0 0
w 12C-Osw 0,091 e 0,00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 e 0,00 0.00 0 0 0 0 0 0 0 0
2A-2orn 0,350 e 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 e 0,00 0.00 0 0 0 0 0 0 0 0
h13A-
4ocs 0,201 e 5.85 4,41 0 0 0 0 0 0 0 0
2A-2ov 0.350 e 10.18 29.13 0 0 0 0 0 0 0 0
2B-2fv 0,340 e 9.89 30,52 0 0 0 0 0 0 0 0
D 11DO 0.390 e 11.35 12,11 0 0 0 0 0 0 0 0
w 1613-19ad 0.049 e 0.00 0.00 0 0 0 0 0 0 0 0
w 16B-19ad 0,049 se 0.00 OM 0 0 0 0 0 0 0 0
12C-Osw 0.091 S 0.00 0,00 0 0 0 0 0 0 0 0
t--" 2A-2om 0,350 s 0.00 0,00 0 0 0 0 0 0 0 0
13AAocs 0,201 s 5.85 4,41 0 0 0 0 87 54 318 240T--G 2A-20v 0.350 s 10.18 10.63 0 0 0 0 32 32 330 344
w 1613-19ad 0,049 s 0.00 0.00 0 0 0 0 0 0 0 0
w 1613-19ad 0,049 sw 0.00 0.00 0 0 0 0 0 0 0 0
w 12C-Osw 0.091 w 0.00 0,00 0 0 0 0 0 0 0 0
E22A-2onn 0,350 w OM Q00 0 0 0 0 0 0 0 0
2A-2om 0.350 w 0,00 0.00 0 0 0 0 0 0 0 0
w 13A-4ocs 0.201 w 5.85 4.411 117 85 495 373 147 99 581 438
2A-2ov 0.350 w 10.18 29.13 32 0 330 943 0 0 0 0
2A-2ovd 0,620 w 18.04 17.22 0 0 0 0 48 48 866 827
w 16B-19ad 0,049 w OM 0,00 0 0 0 0 0 0 0 0
w 1613-11 9ad 0.049 nw 0.00 0.00 0 0 0 0 0 0 0 0
R 12C-Osw 0.091 - 2.65 1.47 0 0 0 0 130 130 344 191
11DO 0,390 n 11.35 12,11 0 0 0 0 0 0 0 0
C 16B-38ad 0.026 0.00 0.00 0 0 0 0 0 0 0 0
F 20P-19t 0.050 0.00 0,00 0 0 0 0 0 0 0 0
F 20P-19t 0.050 U0 0.00 0 0 0 0 0 0 0 0
F 22A-tpl 0.989 28.78 0.00 270 34 964 0 410 27 777 0
6 c) AED excursion 144 497
Envelope loss/gain 2803 2225 3216 2536
12 a) Infiltration 663 210 534 169
b) Room ventilation 0 0 0 0
13 1 ntemal gains: Occupants Q 230 0 0 4 920
Appliances/other 1200 0
Subtotal (lines 6 to 13) 3465 3635 3750 3626
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 3465 3635 3750 3626
15 Duct loads 60% 60% 2079 2181 60% 60% 2250 2175
1 moom load 5544 5817 5999 5801
required.AAT.,ut"- (
cfm) 21 - 2 250 230 249
Calculations aperoved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Nov-28 17:30:47
Right-SuneO Universal 2018 18.0.31 RSU24020 Page 4
Bay M GLF\Lot35Ken s ington ReserveEs toroBay M GLF,rup Calc - MJ8 Front Door faces: E
JO WorksheetQEL-AIR Right
f
Zone I
DEL -AIR HEATING &AIR
CONDITIONING
931 CODISCO WAY, SANFORD, F1, 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL,-AIR.COM
Job: LotMensingtonResetvelEs
Date: 8-30-11
By: EJH
1 Room narne Powder
2 Exposed wall 0 ft
3 Room height 8.7 ft heat/cool
4 Room dimensions 5.5 x 5.5 ft
5 Room area 30,3 ft'
Ty Construction U-value Or HTM Area (ft) Load Area Load
number (Btuh/ftl-'F) (Btuh/ft or perimeter (ft) (Btuh) or perimeter
Meat cool HeatGross-1 N/PIS Cool Gross N/P/S Heat Cool
6 W 12C-Osw 0.091 n 0.00 0.00 0 0 0 0
L-G 2A-2.m 0,350 n 0,00 0.00 0 0 0 0
W 13A-4ocs 0.201 n 5.85 4.41 0 0 0 0
G 2A-2ov 0.350 11 10A8 10.63 0 0 0 0
11 W 16B-19ad 0.049 n 0,00 0.00 0 0 0 0
W 16B-19ad 0.049 ne 0,00 OM 0 0 0 0
W 12C-Osw
2A-2om
Q.091
0,350
e
a
0,00
0.00
0,00
0.00
0
0
0
0
0
0
0
0
2A-2om 0.350 a 0.00 0.00 0 0 0 0
2A-2cm 0.350 e 0.00 Q.00 0 0 0 0
0.201 a 5,85 4.41 0 0 0 0
T13A-
40cs
2A-2ov 0.350 e 10.18 29,13 0 0 0 02
11DO
2B-2fv 0.340 e 9,89 30.52 0 0 0 0
0.390 e 11.35 12.11 0 0 0 0
W 1613-19ad 0,049 e 0.00 0.00 0 0 0 0
W 16B-19ad 0.049 se 0,00 0.00 0 0 0 0
t--G
12C-Osw 0'091 s 0,00 0,00 0 0 0 0
2A-2om 0350 s 000 0100 0 0 0 0
T--.,G
13A-flocs 0.201 s 5.85 4,41 0 0 0 0
2A-2ov 0.350 s 10.18 10,63 0 0 0 0
W 1613-19ad 0,049 s 0.00 400 0 0 0 0
W 1613-19ad 0.049 sw 0.00 0,00 0 0 0 0
W 12C-Osw 0.091 w OM Q00 0 0 0 0
E 2 2A-2orn 0,350 w 0.00 0.00 0 0 0 0
2A-2om 0.350 w 0.00 0,00 0 0 0 0
W 13A-4ocs 0.201 w 5.85 4.41 0 0 0 0
2A-2ov 0.350 w 10,18 29.13 0 0 0 0
G 2A-2ovd 0.620 w 18.04 17.22 0 0 0
W 1613-1 9ad 0,049 w 0,00 0,00 0 0 0 0
W 166-19ad O,049 nw 0.00 OM 0 0 0 0
L-D
12C-Osw 0.091 2.65 1.47 95 95 252 140
11DO 0.390 n 11,35 12A1 0 0 0 0
C 1613-38ad 0M6 0.00 OM 0 0 0 0
F 20P-19t 0,050 0,00 0.00 0 0 0 0
F 20P-19t 0,050 0,00 0,00 0 0 0 0
F 22A-tpl 0.989 28.78 0.00 30 0 0 0
6 c) AED excursion 141
Envelope loss/gain 252 1261
12 a) Infiltration 0 0
b) Room ventilation 0 0
13 1 ntemal gains: Occupants C 230 0 0
Appliances/other 0
Subtotal (lines 6 to 13) 252 126
I InaLessessexternalload 0 0114SubtotalLessLesstransfer00
uRedistributionRedistribution 0 0
Subtotal 252 126
155 Duet loads 60% 60% 151 76 1 1
Total room load 404 202
Air required (cfm) 15 9 1
Calculations aeproved by ACCA to meet all requirements of Manual J 8th Ed.
fA- VWr#%Fht:Uq;*ft"' 2018-Nov-28 17:30:47
Right-SuiloO Universal 2018 18.0.31 RSU24020 Page 5
Bay M GI-E\Lot 35Ken s ingtonRes erveEsteroBayM G LE. rup Cale = MJ8 Front Door faces: E
AA,DEL-AIR Right-JO Worksheet
Zone 2
DEL -AIR HEATING &AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 V\kb: WWW.DEL-AIR.COM
Job: Lot35Ken singto n ReserveEs...
Date: 8-30-11
By: EJH
1 Room name Zone 2 Man 2
2 Exposed wall 173.0 ft 15,5 ft
3 Room height 8,0 ft 8.0 ft heat/cool
4 Room dimensions 1.0 X 191.5 ft
5 Room area 1781.0 ft' 191.5 112
Ty Construction U-value Or HTM
number (Btuh/ft'F) (Btuh/ft
Area (fe) Load
or perimeter (ft) (Bt jh)
Area (ft') Load
or perimeter (ft) (Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 UV 12C-Osw 0.091 n 2.65 2.37 368 353 935 837 124 109 289 258
2A-tom 0.350 n 10,18 10.63 15 0 153 159 15 0 153 159
W y13A-4 's 0.201 n 0,00 0.00 0 0 0 0 0 0 0 0
1---G 2A-2.v 0.350 n 0.00 OM 0 0 0 0 0 0 0 0 11
W 16B-19ad 0,049 n 1 43 Z67 5 5 7 13 0 0 0 0 W
166-19ad 0.049 no 1.43 2.67 3 3 4 8 0 0 0 0 W
12C-Osw 2A-
2om 0,
091 0,
350 e
e
2.
65 10,
18 2.
37 29,
13 324
6
243
0
643
61
576
175
0
0
0
0
0
0
0
0
2A-
2om 0.350 e 10.18 29.13 45 0 458 1311 0 0 0 0 2A-
2om 0.350 e 10-18 29.13 30 0 306 874 0 0 0 0 13A-
4ocs 0.201 e 0,00 0.00 0 0 0 0 0 0 0 0 2A-
2ov 0,350 e OM 0.00 0 0 0 0 0 0 0 0 ID2B-2fv 0,340 e 0.00 OM 0 0 0 0 0 0 0 0 11DO
0.390 a 0,00 0,00 0 0 0 0 0 0 0 0 W
16(3-19ad 0.049 a 1.43 2.67 10 10 14 25 0 0 0 0 W
16B-19ad 0.049 se L43 2.67 3 3 4 8 0 0 0 0 12C-
Osw 0.091 s 2.65 2.37 368 338 895 801 0 0 0 0 t--G 2A-2om 0.350 s 10.18 10.82 30 53 306 324 0 0 0 0 13A-
4ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 T---G 2A-2ov 0,350 s 0,00 0,00 0 0 0 0 0 0 0 0 W
16B-19ad 0.049 s 1,43 2.67 5 5 7 13 0 0 0 0 W
16B-19ad 0.049 sw 1.43 2.67 3 3 4 8 0 0 0 0 W
12COsw 0,091 W 2,65 2,37 324 282 747 668 0 0 0 0 E2
2A-2om 0,350 w 1 0.18 29.13 12 0 122 350 0 0 0 0 2A-
2orn 0.350 w 10, 1 a 29.13 30 0 306 874 0 0 0 0 0,
201 w 0.00 0.00 0 0 0 0 0 0 0 0 ti13AAocs
2A-2ov 0,350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-
2ovd 0.620 w 0.00 0,00 0 0 0 0 0 0 0 0 W
168-19ad 0,049 w 1.43 2.67 10 10 14 25 0 0 0 0 W
1613-19ad 0.049 nw 1.43 2.67 3 3 4 8 0 0 0 0 P
12C-Osw 0,091 0,00 0.00 0 0 0 0 0 0 0 0 L-
D 11DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C
168-38ad 0.026 0.76 1,42 1781 1781 1348 2526 192 192 145 272 F
20P-1 9t 0.050 1-45 0.73 100 100 145 73 0 0 0 0 F
20P-19t 0,050 1.45 0.73 530 530 770 385 0 0 0 0 F
22A-tpI 0.989 0,00 0,00 0 0 0 0 0 0 0 0 6
c) AED excursion 0 73 Envelope
loss/gain 7253 10043 586 616 12
a) Infiltration 3252 1030 283 90 b)
Room ventilation 0 0 0- 0 13
Internal gains: Occupants @ 230 1 230 0 0 Appliances/
other 1200 01 Subtotal (
lines 6 to 13) 10505 12503 869 706 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 10505 12503 869 706 15
Duct loads 1 67%1 82% 7080 10315 6 7% 82o/(o 586 582 Total
room load 17585 22818 1455 1288 Air
required (cfm) 947 947 78 53 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. 4."-
2018-Nov-28 17:30:47 Right-
SuiteO Universal 2018 18.0.31 RSU24020 Page 6 BayMGLE\
Lot35KensingtoriReserveF-steroBayMGI.-E.rtip Galc=M,18 Front Door faces: E
DELIR Right-JO Worksheet W"
WWWW""M Zone 2 Job:
Lot35Kensi n gto n ReservelEs Date:
8-30-11 M
DEL -
AIR HEATING &AIR CONDITIONING
531
GODISGO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 V*b: WWW,DFI--AIR.COM 1
Room name Bdnn 3 Bdr7,n 4 2
Exposed wall 29.5 ft 16.5 ft 3
Room height 8.0 ft heat/cool 8.0 If heat/cool 4
Room dimensions 1.0 x 191.5 ft 1.0 X 199.0 ft 5
Room area 191,5 ft' 199,0 ft2 Construction
U-value Or HTM Area ft') Load Area Load number (
Btuh/W-'F) (Btuh/ftj or perimeter ft) Btuh) or perimeter ft) Btuh) Heat
cool F13A-flocs Gross
NIP/S Heat cool Gross NIP/S Heat Cool 612C-
Osw 0.091 n 2.65 2.37 124 124 328 294 32 32 85 76 2A_
2.. 0,350 n 10A8 %63 0 0 0 0 0 0 0 0 0.
201 n 0.00 0.00 0 0 0 0 0 0 0 0 1--
G 2A-2ov 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11
w 166-19ad 0.049 n 1.43 2.67 0 0 0 0 0 0 0 0 w
16B-19ad 0.049 ne 1.43 2.67 0 0 0 0 0 0 0 0 w
12C-Osw Q091 e 2.65 2.37 112 82 217 194 100 79 209 187 2A-
2orn 01350 e 10A8 29.113 0 0 0 0 6 0 61 175 2A-
2om 0,350 e 10.18 29.13 0 0 0 0 15 0 153 437 2A-
2orn 0.350 e 10.18 29,13 30 0 306 874 0 0 0 0 13A-
flocs 0.201 e 0,00 0.00 0 0 0 0 0 0 0 0 2A-
2ov 0.350 e 0,00 0.00 0 0 0 0 0 0 0 0 2B-
2fv 0,340 e OM 0.00 0 0 0 0 0 0 0 0 11DO
0.390 e 0.00 0.00 0 0 0 0 0 0 0 0 w
1613-19ad 0,049 a 1.43 2.67 0 0 0 0 0 0 0 0 w
1613-19ad 0,049 se 1.43 2.67 0 0 0 0 0 0 0 0 W.
12C-Osw 0.091 S 2.65 2.37 0 0 0 0 0 0 0 0 L-
G 2A-2.m 0.350 s 10.18 10.82 0 0 0 0 0 0 0 0 W.
13A-flocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 L-
G 2A-2., 0,350 s 0.00 0.00 0 0 0 0 0 0 0 0 w
16B-19ad 0,049 s 1.43 2.67 0 0 a 0 0 0 0 0 w
1613-19ad 0.049 sw 1.43 2,67 0 0 0 0 0 0 0 0 w
12C-Osw 0.091 w 2.65 2.37 0 0 0 0 0 0 0 0 Ei2A-
2om 0,350 w 10.18 29.13 0 0 0 0 0 0 0 0 2A-
2orn 0.350 w 10A8 29,13 0 0 0 0 0 0 0 0 w
13A-4ocs 0.201 w OM 0.00 0 0 0 0 0 0 0 0 E-
G 2A-2ov 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 G
2A-2ovd 0.620 w 0.00 0.00 0 0 0 0 0 0 0 0 w
1613-19ad 0.049 w 1,43 2.67 0 0 0 0 0 0 0 0 w
1613-19ad 0,049 nw 1.43 2.67 0 0 0 0 0 0 0 0 P
12C-Osw 0.091 - 0,00 0.00 0 0 0 0 0 0 0 0 L--
D 11DO 0,390 n 0.00 0,00 0 0 0 0 0 0 0 0 c
168-38ad 0.026 0,76 1,42 192 192 145 272 199 199 151 282 F
20P-19t 0.050 1.45 0,73 0 0 0 0 0 0 0 0 F
20P-19t 0,050 1.45 0.73 0 0 0 0 96 96 140 70 F
22A-tpl Q989 0.00 OM 0 0 0 0 0 0 0 0 6
c) A ED excursion 119 78 Envelope
loss/gain 996 1753 798 1305 12
a) Infiltration 539 171 301 95 b)
Room ventilation 0 0 0 0 13
1 ntemal gains: Occupants @ 230 0 0 0 0 Appliances/
other 0 0 Subtotal (
lines 6 to 13) 1534 1923 1099 1400 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 1534 1923 1099 1400 15
Duct loads 67% 82% 1034 1567 67% 82% 741 1155 Total
room load 2569 3510 1840 2555 Air
required (cfm) 138 146 99 106 Calculations
awroved by ACCA to meet all reauirements of Manual J 8th Ed. 2018-
Nov-28 17:30:47 Right-
Suite-0 Universal 2018 18.0.31 RSU24020 Page 7 Bay
M GL E\Lot35Kens ing toniR es erveEs teroBayM GLL. rup Cato = MJ8 Front Door faces: E
9DE1=AIR Right-M) Worksheet Job: LoMKensington]ReserveEs
OR V010M4011"a Zone 2
Date: 8-30-11
By: EJH
DEL -AIR HEATING &AIR
CONDITIONING
531 GODISGO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax 407-333-3853 V4kb: VAIIW.DEL-AIR.GOM
I Room name l3thrm 1 Hall/Stairs
2 Exposed wall 0 ft 0 ft
3 Room height 8.0 It heat/cool 8.0 ft heat/cool
4 Room dimensions 11,0 x 5.5 ft 1.0 x 134.8 ft
5 Room area 60.5 ft' 134.8 ft'
Construction U-value Or HTM Area ft') Load Area ft') Load
number (Btuh/ft'-'F) (Btuh/ft') or perimeter ft) Btuh) or perimeter ft) Btuh)
Heat cooltW Gross N/PIS Heat Cool Gross N/P/S Heat Cool
12C-Osw 0,091 n 2.65 2.37 0 0 0 0 0 0 0 0
2A-2.m O.350 n 10A8 10,63 0 0 0 0 0 0 0 0
13A-flocs 0,201 n 0.00 0.00 0 0 0 0 0 0 0 0
E-G 2A-2.v 0.350 n OM 0.00 0 0 0 0 0 0 0 0
11 W 16B-19ad O.049 n 1.43 2.67 0 0 0 0 0 0 0 0
W 16B-19ad 0.049 ne 1A3 2,67 0 0 0 0 0 0 0 0
W 12C-Osw 0.091 e 2.65 2,37 0 0 0 0 0 0 0 0
2A-2orn Q.350 e 10.18 29.13 0 0 0 0 0 0 0 0
2A-2om 0.350 a 10.18 29.13 0 0 0 0 0 0 0 0
2A-2om 0.350 e 10.18 29.13 0 0 0 0 0 0 0 0
13A-flocs 0.201 e 0.00 OM 0 0 0 0 0 0 0 0
2A-2ov 0,350 e 0.00 0.00 0 0 0 0 0 0 0 0
2B-2fv 0,340 e OM 0,00 0 0 0 0 0 0 0 0
11DO 0.390 e 0,00 0,00 0 0 0 0 0 0 0 0
W 1613-1 9ad 0.049 e 1,43 2,67 0 0 0 0 0 0 0 0
W 1613-19ad 0. G49 se 1.43 2,67 0 0 0 0 0 0 0 0
12C-Osw 0.091 s 2.65 2.37 0 0 0 0 0 0 0 0T---G 2A-2om 0,350 s 10A8 10.82 0 0 0 0 0 0 0 0
13A-4ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0T--G 2A-2ov 0,350 s 0.00 0.00 0 0 0 0 0 0 0 0
W 1613-19ad 0.049 s 1,43 2,67 0 0 0 0 0 0 0 0
W 166-19ad 0.049 sw 1.43 2.67 0 0 0 0 0 0 0 0
W 12C-Osw 0.091 w 2.65 2,37 0 0 0 0 0 0 0 0
Ei2A-2om 0,350 w 10.18 29,13 0 0 0 0 0 0 0 0
2A-2orn 0.350 w 10A8 29,13 0 0 0 0 0 0 a 0
W 13A-4ocs 0.201 w 0,00 0,00 0 0 0 0 0 0 0 0
2A-2ov 0.350 w 0.00 0.00F-1 0 0 0 0 0 0 0 0
2A-2ovd 0.620 w 0.00 0.00 0 0 0 0 0 0 0 0
W 16B-19ad 0.049 w 1.43 2.67 0 0 0 0 0 0 0 0
W 16B-19ad 0.049 nw 1.43 2.67 0 0 0 0 0 0 0 0
12C-Osw 0.091 - 0,00 0.00 0 0 0 0 0 0 0 0
11DO 0,390 n Q00 0.00 0 0 0 0 0 0 0 0
C 1613-38ad 0,026 0.76 1.42 61 61 46 86 135 135 102 191
F 20P-19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0
F 20P-1 9t 0.050 1.45 0.73 3 3 4 2 4 4 5 3
F 22A-tpl 0M9 0.00 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 8 18
Envelope loss/gain 50 80 107 175
12 a) Infiltration 0 0 0 0
b) Room ventilation 0- 0 0 0
13 1 ntemal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 50 80 107 175
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 50 80 107 175
15 Duct loads 67% 82% 34 66 67% 82% 72 145
Total room load 83 145 179 320
Air required (cfrn) 4 6 10 13
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
VWr*W"t:*"ft'. 2018-Nov-28 17:30:47
Right-SuireQl) Universal 2018 18.0,31 RSU24020 Page 8
Bay M GLE\Lot35Kcns ington ReserveFs teroBayM G LE. rup Galc = MJ8 Front Door faces: E
QELAIR Right-JO Worksheet
Zone 2
Job: Lot35Ken sin gto n ReservolEs
Date: 8-30-11
By: EJH
DEL -AIR HEATING &AIR
CONDITIONING
531 CODISGO WAY, SANFORD, FL. 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WV\1W,DEt AIR.G0M
I Room name Laundry Loft
2 Exposed wall 0 ft 42.5 ft
3 Room height 8.0 ft heat1cool 8.0 ft hest/cool
4 Room dimensions 8.5 x 6.0 ft 1.0 x 357.0 ft
5 Room area 51.0 ft, 357.0 ft'
Ty Construction U-Value Or HTM Area ft') Load Area ft') Load
number (Btuh/W-'F) (13tuh/ftj or perimeter ft) Btuh) or perimeter ft) (Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 vV 12C-Osw 0.091 n 2,65 237 0 0 0 0 0 0 0 0
2A-2onn 0.350 n 10,18 1 Q.63 0 0 0 0 0 0 0 0
W 13A-4ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0
1---G 2A-2o,, 0.350 n 0,00 0.00 0 0 0 0 0 0 0 0
11 W 1613-19ad 0.049 n 1,43 2.67 0 0 0 0 0 0 0 0
W 1613-19ad 0.049 ne 1,43 2.67 0 0 0 0 0 0 0 0
W 12C-Osw 0.091 e 2.65 2.3-1 0 0 0 0 112 82 217 194
2A-2om 0.350 e 1018 29.13 0 0 0 0 0 0 0 0
2A-2om 0.350 e 10.18 29.13 0 0 0 0 30 0 306 874
2A-2om 0.350 e 10.18 29.13 0 0 0 0 0 0 0 0
13A-4ocs 0.201 e 0.00 0,00 0 0 0 0 0 0 0 0
2A-2ov 0.350 e 0.00 0.00 0 0 0 0 0 0 0 0
2B-2fv 0.340 e 0.00 0,00ID 0 0 0 0 0 0 0 0
11DO 0,390 e 0,00 0.00 0 0 0 0 0 0 0 0
W 1613-19ad 0.049 e 1.43 2,67 0 0 0 0 0 0 0 0
W 1613-19ad 0.049 se 1.43 2.67 0 0 0 0 0 0 0 0
W, 12C-Osw 0.091 s 2,65 2.37 0 0 0 0 228 198 524 469
L-G 2A-2.,,, 0,350 s 10.18 10,82 0 0 0 0 30 26 306 324
13A-4ocs 0.201 s 0.00 0.00T--..G
0 0 0 0 0 0 0 0
2A-2ov 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0
W 1613-19ad 0.049 s 1.43 2.67 0 0 0 0 0 0 0 0
W 16B-19ad 0,049 sw 1.43 2.67 0 0 0 0 0 0 0 0
W 12C-Osw 0.091 W 2.65 2,37 0 0 0 0 0 0 0 0
E22A-2om 0.350 w 10-18 29.13 0 0 0 0 0 0 0 0
2A-2onn 0.350 W 10A8 29.13 0 0 0 0 0 0 0 0
W 13A-flocs 0.201 w 0.00 0,00 0 0 0 0 0 0 0 0
2A-2ov 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0
2A-2ovd 0.620 w 0.00 Q00 0 0 0 0 0 0 0 0
W 1613-1 9ad 0.049 w 1.43 2.67 0 0 0 0 0 0 0 0
W 16B-19ad 0,049 nw 1.43 2.67 0 0 0 0 0 0 0 0
R 12C-Osw 0,091 - 0.00 0,00 0 0 0 0 0 0 0 0
L---D 11DO 0.390 n 0.00 0,00 0 0 0 0 0 0 0 0
C 1613-38ad 0.026 0.76 1.42 51 51 39 72 357 357 270 506
F 20P-19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0
F 2OP-19t 0.050 1,45 0.73 0 0 0 0 350 350 509 255
F 22A-tpl 0,989 0.00 0,00 0 0 0 0 0 0 0 0
6 c) AED excursion 63 216
Envelope lossIgain 39 9 2132 2407
12 a) Infiltration 0 0 776 246
b) Room ventilation 0 0 0 0
13 1 ntemal gains: Occupants @ 230 0 0 0 0
Appliances/other 600 0
Subtotal (lines 6 to 13) 39 609 2908 2653
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 39 609 2908 2653
15 Duct loads 67% 82% 26 502 67%1 1 1960 2189
Total room toad 65 11111 4868 4;1
Air required (cfm) 3 46 821 201
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Nov-28 17:30:47
Right -Suited Universal 2018 18.0.31 RSU24020 Page 9
Bay M GLE\Lot35Ken s ingtonReserveEsteroBayM G LE. i up Calc = MJ8 Front Door faces: E
DEL -AIR Right-JO Worksheet
Zone 2
Job: Lot35Ken sin gto n ReserveEs
Date: 8-30-11
By: EJH
DEL -AIR HEATING &AIR
CONDITIONING
531 GODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 V\Aeb: WWW.DEL.-AIR.GOM
I Room name Mstr Bdrm Mstr Bthrm
2 Exposed wall 19.5 ft 19,0 ft
3 Room height 8.0 ft heat/cool 8.0 ft heat/cool
4 Room dimensions 1.0 x 319.3 ft 1.0 x 130.0 ft
5 Room area 319.3 ft' 130,0 ft'
Ty Construction U-value Or HTM Area w) Load Area ft') Load
number (Btuh/ft1-'F) (BtulVftl or perimeter ft) Btuh) or perimeter ft) Bt h)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 W 12C-0sw 0,091 n 2.65 2.37 0 0 0 0 88 88 233 209
2A-tam 0.350 n 10.18 10,63 0 0 0 0 0 0 0 0
w 13A-4ocs 0,201 n 0,00 0.00 0 0 0 0 0 0 0 0
2A-2o, 0.350 n 0,00 0.00 0 0 0 0 0 0 0 0
11 w 1613-19ad 0,049 n 1,43 2.67 5 5 7 13 0 0 0 0
w 1613-19ad 0.049 ne 1,43 2.67 3 3 4 8 0 0 0 0
w 12C-Osw Q091 e 2.65 2.37 0 0 0 0 0 0 0 0
2A-2om 0.350 e 10.18 29.13 0 0 0 0 0 0 0 0
2A-2om 0,350 e 10.18 29.13 0 0 0 0 0 0 0 0
2A-2om 0.350 e 10.18 29,13 0 0 0 0 0 0 0 0
13A-4ocs 0.201 e 0,00 OM 0 0 0 0 0 C 0 0
2A-2ov Q350 e 0.00 0,00 0 0 0 0 0 0 0 0
2B-2fv 0.340 e 0.00 0.00 0 0 0 0 0 0 0 0
11D0 0,390 e 0.00 0,00 0 0 0 0 0 0 0 0
w 16B-19ad R 049 e 1.43 2.67 10 10 14 25 0 0 0 0
w 166-19ad 0.049 se 1.43 2,67 3 3 4 8 0 0 0 0
12C-Osw 0,091 s 2165 2137 0 0 0 0 0 0 0 0t--G 2A-2om O, 350 s 10.18 10,82 0 0 0 0 0 0 0 0
13A-4oc, 0.201 s 0,00 0.00 0 0 0 0 0 0 0 0t---G 2A-2ov 0,350 s 0.00 0,00 0 0 0 0 0 0 0 0
w 1613-19ad Q049 s 1,43 2,67 5 5 7 13 0 0 0 0
w 166-19ad 0.049 sw 1,43 2.67 3 3 4 8 0 0 0 0
w 12C-Osw 0.091 w 2.65 Z 37 156 126 334 299 64 52 138 123
E2A-2om 0.350 w 0.18 29,13 0 0 0 0 12 0 122 35022A-2om 0.350 w 10.18 29.13 30 0 306 874 0 0 0 0
w 13A-4ocs 0,201 w 0.00 0.00 0 0 0 0 0 0 0 0
E2A-2ov 0,350 w 0.00 0.00 0 0 0 0 0 0 0 022A-2ovd 0.620 w 0.00 0.00 0 0 0 0 0 0 0 0
w 1613-19ad 0.049 w 1,43 2.67 10 10 14 25 0 0 0 0
w 16B-19ad 0.049 nw 1.43 2.67 3 3 4 8 0 0 0 0
P 12C-Osw 0,091 - 0,00 0,00PI 0 0 0 0 0 0 0 0
11DO 0,390 n 0.00 0,00 0 0 0 0 0 0 0 0
C 16B-38ad Q.026 0.76 1.42 319 319 242 453 130 130 98 184
F 20P-19t 0.050 1,45 0.73 30 30 44 22 0 0 0 0
F 20P-1 9t 0.050 1.45 0.73 25 25 36 18 0 0 0 0
F 22A-tpI 0,989 0.00 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 193 89
Envelope loss/gain 1019 1968 591 955
12 a) Infiltration 450 142 347 110
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 1 230 0 0
Appliances/other 600 0
Subtotal (lines 6 to 13) 1468 2940 938 1065fLessexternalload0000
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 1468 2940 938 1065
15 Duct loads 67% 8 990 2426 67% 82% 632 878
Total room load 2458 5366 1570 1943
Air required (cfm) 132 223 85 81
Calculations aperoved by ACCA to meet all requirements of Manual J 8th Ed.
Vwr*wh"C4.wt.' 2018-Nov-28 17:30:47
Right-SuiteS Universal 2018 18.0.31 RSLJ24020 Page 10
BayMGLE\Lot35KensingtonReserveEsteroBayMGI-E,rup Calc = MJ8 Front Door faces: E
1 ,DELO AIR M) WorksheetRightJob: LoMlKenslngtonRosorveEs Zone
2 Date:
8-30-11 By:
EJH DEL -
AIR HEATING AIR CONDITIONING
531CODISGOWAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WVM.DEL-AIR,COM 1
Room name Mstr WC Mstr WIC 1 2
Exposed wall 6,0 ft 16.0 ft 3
Room height 8,0 ft heat/cool 8.0 ft heat/cod 4
Room dimensions 6.0 x 4.0 ft 7.0 x 9.0 ft 5
Room area 24.0 ft' 63.0 ft' Ty
Construction U-value Or HTM Area (ft') Load Area M Load number
Btuh/ftk'F) Btuh/ftj or perimeter ft) Btuh) or perimeter ft) Btuh) Heat
cool Gross N/P/S Heat Cool Gross NIP/S_ Heat Cool 6
Y__G 12C-
0sw 0.091 n 2.65 2.37 0 0 0 0 0 0 0 0 2A-
2om 0,350 n 10.18 10,63 0 0 0 0 0 0 0 0 W
13AAocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 1---
G 2A-2.v 0.350 n 0,00 0.00 0 0 0 0 0 0 0 0 11
W 1613-19ad Q049 n 1.43 2.67 0 0 0 0 0 0 0 0 W
1613-19ad 0.049 ne 1A3 2.67 0 0 0 0 0 0 0 0 W
12C-Osw 0.091 e 2.65 2,37 0 0 0 0 0 0 0 0 2A-
2om 0.350 e 10.18 29.13 0 0 0 0 0 0 0 0 2A-
2orn 0,350 e 10,18 29.13 0 0 0 0 0 0 0 0 2A-
2orn 0.350 e Mis 29.13 0 0 0 0 0 0 0 0 13A-
flocs 0.201 e 0.00 0.00 0 0 0 0 0 0 0 0 2A-
2ov TQ0.
350 e 0.00 0.00 0 0 0 0 0 0 0 0 2B-
2fv 0.340 e OM 0M 0 0 0 0 0 0 0 0 11DO
0,390 e OM 0,00 0 0 0 0 0 0 0 0 W 1613-
19ad 0.049 e 1.43 2.67 0 0 0 0 0 0 0 0 W 1613-
19ad 0.049 se 1.43 2.67 0 0 0 0 0 0 0 0 12C-0sw
0,091 s 2,65 2,37 0 0 0 0 72 72 191 171 2A-2orn
0.350 s 10.18 10.82 0 0 0 0 0 0 0 0 13A-4o,-
s T--G0* 201
s 0,00 OM 0 0 0 0 0 0 0 0 2A-2ov 0.
350 s 0,00 0.00 0 0 0 0 0 0 0 0 W 166-19ad
0.049 s 1.43 2,67 0 0 0 0 0 0 0 0 W 1613-19ad
0.049 sw 1.43 2.67 0 0 0 0 0 0 0 0 W 12C-Osw
0.091 W 2.65 2.37 48 48 127 114 56 56 148 133 2A-2orn 0.
350 w 10A8 29,13 0 0 0 0 0 0 0 0 2A-2om 0.
350 w 0, 1 8 29,13 10,18 000 0 0 0 0 0 W 13A-flocs
0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.
350 w 0.00 000 0 0 0 0 0 0 0 0 2A-2ovd 0,
620 w 0,00 0.00 0 0 0 0 0 0 0 0 W 166-19ad
0.049 w 1,43 2.67 0 0 0 0 0 0 0 0 W 168-19ad
0.049 nw 1,43 2,67 0 0 0 0 0 0 0 0 R 12C-Osw
0,091 - 0,00 0.00 0 0 0 0 0 0 0 0 11DO 0,390
n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-38ad
0,026 0,76 1A2 24 24 18 34 63 63 48 89 F 20P-1
9t 0.050 1.45 0.73 0 0 0 0 63 63 92 46 F 20P-19t
0.050 1,45 0.73 0 0 0 0 0 0 0 0 F 22A-tpl
0,989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) A
ED excursion 17 50 Envelope loss/gain
145 1 31 131 478 38912 a) Infiltration
110 35 292 93 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) 255 165 770 481 Less external load
0 0 0 0 Less transfer 0
0 0 0 Redistribution 0 0
0 0 14 Subtotal 255
165 770 481 15 Quct loads
67% 82X 172 136 67*/, 821/, 519 397 Total room load
I 427 302 1290 878 Air required (cfm)
23 13 69 36 Calculations apgroved by
ACCA to meet all requirements of Manual J 8th Ed. 44- VWrtUf'1t3Wt*
rL" 2018-Nov-28 17:30:47 I Right-Suite(
b Universal 2018 18.0.31 RSU24020 Page 11 Bay M GLLkLoMKensington
Res erveEsteroBayM GLE. rup Calc = MJ8 Front Door faces: E
Right-JO Worksheet
Zone 2
DEL -AIR HEATING &AIR
CONDITIONING
531 GODISGO WAY, SANFORD, FL. 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DFL-AIR.COM
Job: LoMIKensingto n ReservelEs
Date: 8-30-11
By: EJH
1 Room name Mstr WIC 2
2 Exposed wall 8.5 ft
3 Room height 8.0 ft heat/cool
4 Room dimensions 7.0 x 8.5 ft
5 Room area 59.5 ft'
Ty Construction U-value OrHTM
number (Btu (Btuh/ft
Area (W) Load
or perimeter (ft) (Btuh)
Area Load
or perimeter
Meat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 12C-Osw 0.091 n 2.65 2.37 0 0 0 0
2A-tom 0,350 n 10.18 M63 0 0 0 0WV13A-flocs 0.201 n 0.00 0.00 0 0 0 0
L-G 2A-2ov 0.350 n OM 0.00 0 0 0 0
11 W 16B-1 9ad 0,049 n 1,43 2.67 0 0 0 0
W 1613-11 9ad U49 ne 1.43 2,67 0 0 0 0
W 12C-Osw 0,091 a 2.65 2.37 0 0 0 0
2A-tom 0,350 a 10,18 29.13 0 0 0 0
2A-2om 0,350 e 10,18 29.13 0 0 0 0
2A-2cm 0.350 e 10.18 29.13 0 0 0 0
13A-flocs 0.201 e 0.00 0.00 0 0 0 0
2A-2ov 0.350 e 0.00 Q00 0 0 0 0ND26-2fv 0,340 e 0,00 OM 0 0 0 0
11D0 0.390 e OM 0.00 0 0 0 0
W 16B-19ad O.049 e 1.43 2.67 0 0 0 0
W 16B-19ad 0.049 se 1,43 2.67 0 0 0 0
W 12C-Osw 0,091 S 2.65 2.37 68 68 180 161
1--G 2A-2om 0.350 s 10,18 10.82 0 0 0 0
UV 13A-4ocs 0.201 s OM OM 0 0 0 0
W
2A-2ov
166-19ad
0.350
0.049
s
s
0.00
1.43
0,00
2,67
0
0
0
0
0
0
0
0
W 16B-19ad 0.049 sw 1.43 2.67 0 0 0 0
W 12C-Osw 0.091 W 2.65 2.37 0 0 0 0
1= 2A-2orn 0,350 w 10,18 29,13 0 0 0 0
2A-2orn 0,350 w 10.18 29.13 0 0 0 0
W 13A-4ocs 0.201 w 0.00 OM 0 0 0 0
2A-2ov 0,350 w 0.00 0.00 0 0 0 0
2A-2ovd 0.620 w 0,00 0.00 0 0 0 0
W 1613-1 9ad 0,049 w 1.43 2.67 0 0 0 0
W 16B-19ad 0.049 nw 1,43 2.67 0 0 0 0
12C-0sw 0.091 0,00 0.00 0 0 0 0
11D0 0,390 n 0,00 0,00 0 0 0 0
C 16B-38ad 0.026 0.76 1.42 60 60 45 84
F 20P-19t 0,050 1.45 0.73 7 7 10 5
F 20P-19t 0.050 1,45 0.73 53 53 76 38
F 22A-tpl 0,989 0.00 0.00 0 0 0 0
6 c) AED excursion 32
Envelope loss/gain 312 257
12 a) Infiltration 155 49
b) Room ventilation 0 0
13 1 ntemal gains: Occupants @ 230 0 0
Appliarr-eslother 0
Subtotal (lines 6 to 13) 467 306
Less external load 0 0
Less transfer 0
Redistribution 0 0
14 Subtotal 467 306
15 Duct loads 67% 82% 315 253
Total room load 781 55 5 99
Air required (cfm) 42 23
Calculations aeproved by ACCA to meet all requirements of Manual J 8th Ed.
Right-SuiteO Universal 2018 18.0.31 FRSU24020
2018-Nov-28 17:30:47
Page 12
Bay M GI-EkLoMIKensingtonRes ervoEsteroBay M GLL. rup Calc = MJ8 Front Door faces: E
U K N000
Job: umumwumymnn a..
9DEL-AIR_ __ ____ _ ~ oa o o 1
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DEL -AIR HEATING 8k AUR CONDITIONING
m,nuo/uouWAY, mmrono.pLoo,,Phone: ^m*o/aa65 Fax:^m;q-3vm W*.vw^wvocL-mp.uow For:
RYANHOMES, Lot35Kenaing¢mReuenxaEuhsuBmyMGLE 3775 Hanwmrth
Loup, Ganfonj, FL32773 External static
pressure Pressure losses
Available static
pressure Supply / return
available pressure Lowest friction
rate Actual air
flow Total effective
length (TEL) Heating 0.
40
inH2O 0.06 in
H20 0.34 in
H20 0.170 / 0.
170 in H2O 0.245 in/
100ft 780 ofn Cooling
L48 inH2O
0.
06 in H2O
0.34 in H2O
0 17U/0,17U
in H2O 0.245 in/100t
780 ofm 139 ft
Supply Branch
Detail Table
Design Htg Clg Design
Diam HxW Duct Actual Ftg.Eqv Name Btuh) cfm) cfm)
FR in) in) Mad Ln (ft) Ln (ft) Trunk Name Type cfm) cfm)
FR fpm) in) in) Material Trunk Return Brancli Detail Table
Grille Htg Cig TEL
Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (
cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk wrightsoft, 2018-N=e817:
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Job: Lomsnonmnomon*avn^'
Summary m:o o1
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DEL -AIR HEATING &AIR CONDITIONING
531 GOD/oCOWAY. oANmRD.n3277/Phone: 407-83/a665,ax: 407-o3-3853Web: R.G0M For: RYAN
HOMES, i aha^oBayMGLE 3775 Hanwudh
Loop, Sanfurd, FL32773 External static
pressure P/eenuna|
oanes Available static
pressure Supply / return
available pressure Lowest friction
rate Actual air
flow Total effective
length (TEU Heating 0.
40
in H20 0.08
in H2O 0.34
in H20 0.170/
0.170 in H20 0.280
in/100t 047 uhn
121 ft
Cooling 0.
40
inH2D 0.06
inH20 0.34
inH2O 0.10/0.
10 inH2D 0.280 iuU00ft
Supply Branch'Detail
Table Design Htg Clg
Design Diam H x W Duct Actual Ftg,Eqv Name Btuh) cfm)
cfm) FR in) in) Mad Ln (ft) Ln (ft) Trunk Supply Trunk Detail
Table Name Type cfm)
cfm) F R fpm) in) in) Material Trunk mom-S"ile@Universal
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Grille Htg CIg TEL Design Veloc Diam H x W Stud/Joist Duct
Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk
rb7 Ox 0 947 947 0 0 0 0 Ox 0 VlFx
wrightsoft,
Right-SUR00 Universal 2018 18.0.31 RSU24020
A& ... C3ayMG'L"E'\L o't 35Ker)singtonReserveEsteroLlayMGt-E,rup Calc=MJ8 Front Door faces: E
2018-Nov-28 17:30:49
Page 3
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:
This checklist
A Form R405 report that documents that the Proposed Design complies with Section
R405.3 of the Florida Energy Code. This form shall include a summary page
indicating home address, e-ratio and the pass or fail status along with summary
areas and types of components, whether the home was simulated as a worst -case
orientation, name and version of the compliance software tool, name of individual
completing the compliance report (one page) and an input summary checklist that can
be used for field verification (usually four pages/may be greater).
Energy Performance Level (EPL) Display Card (one page)
HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7
Mandatory Requirements (five pages)
Required prior to CO for the Performance Method.
Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 -
one page)
A completed Envelope Leakage Test Report (usually one page)
If Form R405 duct leakage type indicates anything other than "default leakage", then a completed
Form R405 Duct Leakage Test Report (usually one page)
11/28/2018 5:05:06 PM EnergyGaugeO USA 6.0.02 (Rev, 1) - HaRes2017 FRC 6th Edition (2017) Compliant Software Page 1 of 1
Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
3775 Hanworth 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 enveld-#e 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,
R402.4,11.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance
with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required
by the code official, an approved third party shall inspect all components and verify compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven airElchangesperhourinClimateZones1and2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNETIICC 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 leakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 03 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/ WDIVIA/CSA 1 01/1,S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception; Site -built windows, skylights and doors.
11/28/2018 5:06 PM EnergyGaLlge@ USA 6.0.02 (Rev. 1) - FlaRes2017 FFC 6th Edition (2017) Compliant Software Page 1 of 5
MANDATORY REQUIREMENTS - (Continued)
F] R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air toopencombustionfuelburningappliances, the appliances and combustion air opening shall be located outside the building thermal envelope or
enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements
of Table R402.1 .2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be
fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it
passes through conditioned space to a minimum of R-8.
Exceptions:
1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential.
R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2,0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1,57 psf (75 Pa) pressure differential. All recessed
lurninaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
SECTION R403 SYSTEMS
R403.1 Controls.
R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat purnp 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
C403.2.92 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)(0, (g) or (i), Florida Statutes, to be "substantially leak free" in
accordance with Section R403.3.3.
R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent
of the design airflow rate when tested in accordance with ASHRAE 193.
R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the
manufacturers air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the
entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the
test.
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
F] 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 WE (1 3'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 thatElcausedbysunlight, 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 theri-nosiphon 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,
R4015.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systemsElshallautomaticallyadjusttheenergyinputtotheheattracingtomaintainthedesiredwatertemperatureinthepipinginaccordance
with the times when heated water is used in the occupancy.
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MANDATORY REQUIREMENTS - (Continued)
Fi 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),
EJ 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 treating 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 R403.5.6,21.
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. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation
shall meet the following criteria:
1 The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas.
1 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-19, space permitting, or R-10
otherwise.
R403,7 Heating and cooling equipment (Mandatory).
El 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,
FABLE R403.6.1
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATION AIRFLOW RATE MINIMUM
CFM)
MINIMUM EFFICACY aAIRFLOW
CFM/WATT)
RATE MAXIMUN
CFM)
Range hoods Any 2.8 cfm/watt Any
In -line fan Any 2.8 cim/watt Any
Bathroom, utility room 10 1.4 cfm/watt 90
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
11/28/2018 5:06 PM EnergyGauge(D USA 6.0,02 (Rev. 1) - FlaRes2017 FBG 6th Edition (2017) Compliant Software Page 3 of 5
MANDATORY REQUIREMENTS - (Continued)
ElR403.7.1.1 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 purnp sizing shall be based on the cooling requirements as calculated according to Section
R403,71.1, and the heat Pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if
the design heating load is 1.15 times greater than the design cooling load,
R403.7.1,2,2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design1:1 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 R4037.1.
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, E] shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (1 O'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).
R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403. 101 through R403.10.5.
El 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 scheduleE] shall be installed for heaters and purnp motors. Heaters and purnp 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.
R403A 0.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal
efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool
heaters fired by natural or LP gas shall not have continuously burning pilot lights.
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R403.10.6 Heat pump pool heaters. Heat pump pool heaters shall have a minimum GOP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report 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 (MandatorV e energy consumption of electric -powered portable spas shall be controlled by the
requirements of APSP-14.
SECTION R404
ELECTRICAL POWER AND LIGHTING SYSTEMS
F-1 R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps.
Exception: Low -voltage lighting.
R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights.
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2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot35 Kensington Reserve Estero Bay M G LE Builder Name: RYAN HOMES
Street: 3775 Hanworth Loop Permit Office:
City, State, Zip: Sanford , FL , 32773 Permit Number:
Owner: Jurisdiction: 691000 W
Design Location: FL, Sanford
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall
The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material.
requirements Breaks or joints in the air barrier shall be sealed.
Ceiling/attic
The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit
the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
Walls The junction of the foundation and sill plate shall be sealed. Cavities within 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
sealed. with a material having a thermal resistance of R-3
Knee walls shall be sealed. per inch minimum.
Exterior thermal envelope insulation for framed
walls shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/doorjambs and framing, and
and doors skylights and framing shall be sealed.
Rim joists Rim joists shall include the air harder. 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
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 s.
Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building
shall be sealed to the drywall. thermal envelope shall be air tight and IC rated.
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring
and plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
t-.yt(-.nrJ behind pipiLla and )Uiring,
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 frorn the showers and tubs, be insulated.
Electrical/phone box or The air barrier shall be installed behind electrical or communication
exterior walls boxes or air -sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall
be sealed to the sub -floor or drywall.
Concealed When required to be sealed, concealed fire sprinklers shall only be
sprinklers sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
between fire sprinkler cover olates ceilincis,
a, In addition, inspection of log walls shall be in accordance with the provisions of ICC-400.
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Envelope Leakage Test Report (Blower Door Test)
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Jurisdiction: 691000 Permit #:
Job Information
Builder: RYAN HOMES Community: Lot: 35
Address: 3775 Hanworth Loop
City: Sanford State: FL Zip: 32773
Air Leakage 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 I and 2,
0 PERFORMANCE or ER1 METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding
the selected ACH(50) value, as shown on Form R405-2017 (Performance) or R406-2017 (ER), section labeled as infiltration, sub -section ACH50.
ACH(50) specilled on Form R405-2017-Energy Calc (Pertormarice) or R406-2017 (ERI): 1 7.000
x 60 -i- 24010 Method for calculating building volume:
CFM(50) Building Volume ACH(50)
0 Retrieved from architectural plans
1:1 PASS 9 Code software calculated
When ACH(50) is less than 3, Mechanical Ventilation installation 0 Field measured and calculated
must be verified by building department.
R402.4.1.2 Testing. 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 Statues.or individuals licensed as set forth in Section
489,105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and
provided to thecode 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, back draft 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.
Testing CompanVpal
Company Name: Phone:
I hereby verify that the above Air Leakage 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: Date of Test:
Printed Name of Tester:
License/Certification #: Issuing Authority:
11 /28/2018 5:06:29 PM EnergyGauge.0 USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
Duct Leakage Test Report
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Jurisdiction: 691000 Permit #:
Builder: RYAN HOMES Community: Lot: 35
Address: 3775 Hanworth Loop
City: Sanford State: FL Zip: 32773
System 1 cfm25
System 2 cfm25
System 3 cfm25
Sum of any cfm25
Total of all cfm25
2823 on
Totalofall Total Conditioned systems
Square Footage 11
PASS [] FAIL 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. Company
Name: Phone: I
hereby verify that the above duct leakage testing results are in accordance with the Florida Building Code requirements with the selected
compliance path as stated above, either the Prescriptive Method or Performance Method. Signature
of Tester: Date of Test: Printed
Name of Tester: License/
Certification #-. Issuing Authority: 11/
28/2018 5:06:41 PM EnergyGaUgeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC Gth Edition (2017) Compliant Software Page 1 of 1
6
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DESCRIPTION AS FURNISHED: Lot 35, KENSINGTON RESERVE, as recorded in Plot Book 81, Paq",s 86
through 92, Public Records of Seminole County, Florida.
PLOT PLAN FOR CERTIFIED TO: Ryan iqon-Ies1NVR Inc.
DEC' 2 0 -0
LOT 37 LOT 36
S 00*19'09" E
79,95' IIZ-A
2 4.8 7' 24.87'
2 7, 0'
C)
EXTENDED LANAI 6ca129.95'
30.0,
j-0,07—
LOT 35
PROPOSED RESIDENCE
LOT 34 MODEL: ESTERO BAY
AIC
ELEV.M 2CAR GARAGE LEFT -4-
ENTRY
20. 7'
28,46'
16' DRIVE 25.20'1
29. 11
10' UTIL, ESMT
4' CONC. WALK
S 00*19'09 E
34.95'
HANWORTH LOOP
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with setbacks and impervious area
shown on plan.
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D=90'00'00
R=45. 00'
L = 70.69'
C=63.64'
CB=N45'1 9'09 "W
PLOT PLAN ONLY NOT A SURVEY
PROPOSED - FINSHED SPOT GRADE ELEVATIONS 11(, VILIJUVU C(0 tR1-LIJ( T-L/Aty ArlUl t,^LLVjL4WIVNI l ; A-,.rvRm,,)nEck
PUR ORMNAG'f, PLANS IMPERVIOUS COVERAGE = 4,7811 SQUARE FEET OR 54,69 FRONT = 25'
PROPOSED DRAINAGE FLOW LOT CONTAINS 8,760.* SQUARE FEET REAR 20'
41-p WALK ON-391 SQUARE FEET SIDE - 5' FOR 40' LOTS
LOT GRADING TYPE A WALK OFF=715± SQUARE FEET SIDE = 7,5' FOR 60' LOTS
PROPOSED FIN15H FLOOR PER PLANS = 29,4' DRIVE ON=466.* SQUARE FEET SIDE — 10' FOR 75' LOTS
DRIVE OEFLAPRON)-1661 SQUARE FEET SIDE STREET - 25'
ASSOC, INC, - LAND
LEGEND
p PLAT P.O.L. P0114T 9400 E. COLONIAL OR, ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658--1436ONLINE
FIELD I YP. TYPICAL NOTCS;
N" ME PR.C. POINT Of RCVEL4E0CURVA4TTJV%CRCNRODP.G.C. VPOINTOFCOWI L THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS DIE STANDARDS OF PRA0710E SET FORTH BY THE FLORIDA BOARD Of
WRITE KONVNENT RAD, RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER W- 17 FLORIDA ADA41NISTRATW CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES
7 tj i/Z' Ik 1/41ER 4596 NR, NON-RACIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S $104ATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALiO,
ZEC RE Col/Mo VP. V ITMCSS POINT 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO ME SURVEYOR. THERE MAY BE OTHER RESTRWI)ONS
CIA nINT OF BEGINNING CALC- CALCULATED
PAINT OF COMMEWE.EUT PR X PERMANENT REFERENCE MONUMENT
OR EASEMENTS THAT AFFECT THIS PROPERTY
41 NO UNDERGROUND IMPROVEMENI$ RAVE BEEN LOCATED UNLESS OTHERWISE SHOWN,
CUNIERLI-C F.F. FINIS14EO FLUOR ELEVATION
AIL k DISKB.S.L. BUILDING SETBACK LINE 5. J741S SURVEY IS PREPARED FBI? THE 001,6 BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER fN71TY,
G. T-Or V- N DEW K 6, WMENSIONS SHOWN FOR JHE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES.
lsmr. • EASEMENT D.G. a SASE DCARINC, 7, BEARINGS. ARE BASED A5SUMCD DAIVA4 AND ON THE LINE SHOWN AS BASE BEARING (N.D.)
0AIN, • DRAINAGE
UTIL, • UTILITY a, ELEVATIONS, IF SHOWNARE BASED ON NATIONAL GEODETIC VER17M WIJM OF 1929, UNLESS OrNERWISF NOTED, CL
KC CHAIN LINK FENCE 9. CERTIFICATE OF AUMORIZABON hfo. 4596, wDrc
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s RADIU 'k, kXN41,1 PLOT PLAN I 1 7726— 113 CMDRD
GCAR(tiG NORTH
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City of Sanford
Building and Fire Prevention
Product Approval cification Form
Permit #
Project Location Address
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.or -g.
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
Sliding
Therma Tru
Ply Gem
Smooth Star
4780 SGD
20461-R3
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
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
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
Waterproofing
Built up roofing
S stem
Modified Bitumen
Single Ply Roof
Systems
Roofing 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 - 2B Off Ridge Vent 19567 - R1
Other
June 2014
Category / Subcategory Manufacturer Product
Descripfion
Florida Approval #
include deqtTql__
5. Shutters
Accordion
Bahama
Colonial
RolLyp__
Other
6.
Sk lliqhts
Other
7. Structural
coq2po!nents
Wood Connectors
Anchors
Truss Plates
Engiaeered Lumber
Rai!!q...
Coolers/Freezers
Concrete Admixtures
Precast Lintels Loft's Concrete Products Lintel 17867 - RI
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Applicant's Signature
Applicant's Name Tracy McDonald
Please Print)
June 2014
i
Am
Aml ROOF
ETRUSSES
A F LOR I DA COR PORATI ON
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.35 / MODEL:ESTERO BAY V2 / ELEV:M / GAR L
JOB#: 74398
MASTER#: WRCEB2MLM
jjqFAMLA
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 WRCEB2MLM
JOB #74398
Site Information:
Customer info: RYAN HOMES Project Name:
Lot/Block:
Address: LOT #35
City:
Model: ESTERO BAY v2 "M"
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
Roof Load: 40.0 psf Floor Load: 55.0 psf
This package includes 63 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 No. Seal # Truss Name Date
1 A0031127
T
A01GT 6/1/18 13 A0031139 B06 6/1/18 25 A0031151 CJ56 6/1/18
2 A0031128 A02 6/1/18 14 A0031140 B07 6/1/18 26 A0031152 D05E 6/1/18
3 A0031129 A02T 611/18 15 A0031141 C01 6/1/18 27 A0031153 D06 6/1/18
4 A0031130 A03 6/1/18 16 A0031142 C01GE 6/1/18 28 A0031154 FG1C 611/18
5 A0031131 A03T 6/1/18 17 A0031143 C05E 6/1/18 29 A0031155 FG2 6/1/18
6 A0031132 _ A04 6/1/18 18 A0031144 CA 6/1/18 30 A0031156 FL01E 6/1/18
7 A0031133 A05 6/1/18 19 A0031145 CAB 6/1/18 31 A0031157 FL02 6/1/18
8 A0031134 A06 6/1/18 20 A0031146 CJ2 6/1/18 32 A0031158 FL03G 6/1/18
9 A0031135 A07 6/1/18 21 A0031147 CJ3 6/1/18 33 A0031159 FL04 6/1/18
10 A0031136 A08 6/1/18 22 A0031148 CJ38 611/18 34 A0031160 FL05G 6/1/18
11 A0031137 6/1/18 23 A0031149 CJ4 6/1/18 35 A0031161 FL06 6/1/18
i 12 A0031138
A15G
B05G 611/18 24 A0031150 CJ5 6/1/18 36 A0031162 FL07G 6/1/18
rho truss drawings) referenced have been prepared by MiTek brdusbies, Inc. under mydirect supervision based on the parameters provided byXI Roof Trusses, Ltd.
Truss Design Engineer's Name: Anthony Tombo III
My license renewal date for the state of Florida is February 28,2019.
NOTE: The seal on these drawings indicate acceptance of professional engineering
responsbr'lity, solely forthe truss components shown.
The suitability and use of components for any particular building is the responsibility of the building
designer, perANSVTP!-1 Sec. 2.
The Truss Design Drawirg(s)(TDD[s)) referenced have been prepared based on the construction
documents (also referred to at times as 'Structural Engineering Documentsl provided by the Building
Designer indicating the nature and character of the work
The design criteria therein have been transferred to Anthony Tombo B PE by [At Roof Trusses or specifi
location). These TDDs (also referred to at tunes as'Structural Delegated
Engineering Documents'} are specialty structural component designs and may be part of the project's
deferred or phased submittals. As a Truss Design Engineer(t.e., Specialty
Engineer), the seal here and on the TDD represents an acceptance of professional engineeriAsthony T
responsbilityforthe design of the single Truss depicted on the TDD only. The Budding Designer is
responsible for and shad coordinate and review the TDDs for
compatibility with theirwritten engineering requirements. Please review all TDDs and ad related notes.
J%%%J9!!l t
7 *
sera Nlti
P.E.
SERIAL #:
3BBCA22100 0000004C1287DF Page 1 of 2
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3A-1 ROOF These truss designs rely on lumber values established by others,
TRUSSES
A FLORIDA CORPORATION
RE: Job WRCEB2MLM
No. Seal # Truss Name Date No. Seal # Truss Name Date]
37 A0031163 FI-08 6/1/18 75 STDL12 STD. DETAIL 6/1/1 8
38 A0031164 FL09G 6/1/18 76 STDL13 STD. DETAIL 1/16/1/18
139 A0031165 FLIO 6/1/18 77 STDL14 STD, DETAIL 6/1/18
i
i40 A0031166 FL12 6/1111 11 STDL15 STD. DETAIL 6/1/18
41 A0031167 FL13 6/1/18d 79 ST 6/1/18
42 A0031168 FL14 6/1/18
43 A0031169 FL15E 6/1/18
44 A0031170 FL16G 6/1118
45 A0031171 FL20 6/1/18
46 A0031172 HJ5 6/1/18
47 A0031173 HJ6 6/1/18
148 A0031174 HJ7 6/1/18
49 A0031175 HJ7B 6/1/18
50 A0031176 J5 6/1/18
51 A0031177 J6 6/1/18
i52 A0031178 J7 6/1/18
53 A0031179 J7B 6/1/18
54 A0031180 J7T 6/1/18
55 A0031181 LOIG 6/1/18
156 A0031182 L02 6/1/18
57 A0031183 L03 6/1/18
58 A0031184 MG7C 6/1/18
59 A0031185 V06 6/1/18
60 A0031186 V10 6/1/18
161 A0031187 VM2 6/1/18
62 A0031188 VM4 6/1/18
63 A0031189 VM6 6/1/18
64 STDI-01 STD. DETAIL 6/1/18
65 STDI-02 STD. DETAIL 6/1/18
66 STDI-03 STD. DETAIL 611/18
67 STDL04-- STD. DETAIL 6/1/18
68
STDI-06
STDI-05 STD, DETAIL 6/1/18
769— STD, DETAIL 6/1/18
1:70 STDI-07 STD. DETAIL 6/1/18
71 STDI-08 STD. DETAIL 6/1/18
72 STDI-09 STD, DETAIL 16/1/18
73 STDL10 STD. DETAIL 16/1/11
74= STDL11 STD. DETAIL 16/1/18
Page 2 of 2
Truss RYAN HOMES / ESTERO BAY v2
WRCEB2MLM IA01GT (Hip Girder 21Job
A0031127
Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 11:49:06 2018 Page 1
ID:zRSREVFepZFZ-OLY7U9jlztnLF-IOLEkZlvsRvWXr7osiOumByNUXVfa5Qn4r"7zAgYB
1 1194:1 _ ...... ... . _q§:PA __f q:q _ _ - !1 -4 - ___ OT3-0-6 --2-2-4 4-10-15 4-10-15 5-0-11 '1 -44 3-9-10 3-9-10 3-0-6 3-11-10 All-
Dead Load Deft. = 1/2 in
28 2726 4x4 -
4X4
7,1 4j
22 52 20 53 19 18 54 17
5X8 11
5x10 -,
3x4 i I
MT201-1Sr=` 5x8 --
4x4 ==
5X8 11
800 ---: 6X8
4X8 -
25-4-12
7-" -4 10TO14-1-3 1 s-1371 23-4-0 29-2-6 J, -,-aq7 . 2-
2-4 ..... .... . . . 7-12 4-3-3 I 4-
10-15 f 4-3-15 3-9, 10 3-9-10 7.0-0 01Plate
ets Offs -8J2 [10:0-3-0 0- LOADING (
psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d TCLL
20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.4821-23 999 360 TCDL
10.0 Lumber DOL 1.25 BC 0.95 Vert(CT) 0.9821-23 488 240 BCLL
0.0 Rep Stress Incr NO WB 0.95 Horz(CT) 0.26 15 n/a n/a BCDL
10.0 Code FBC2017frPI2014 Matrix -MS Wind(I-L) 0.45 21-23 999 240 LUMBER -
TOP
CHORD 2x4 SP 2400F 2.OE *Except' T2,
T3: 2x6 SP 2400F ZOE BOTCHORD
2x6 SP 2400F 2.0E 'Except* B2:
2x4 SP No.3 WEBS
2x4 SP No.3 *Except* W4,
W307: 2x4 SP No. 2 SLIDER
Left
2x6 SP No,2 2-0-0, Right
2x6 SP No,2 2-0-0 BRACING-
TOPCHORD
Structural wood
sheathing directly applied or 5-3-11 oc purlins. BOTCHORD
Rigid
ceiling
directly applied or 10-0-0 oc bracing. Except: 10-
0-
0 oc bracing: 25-27 REACTIONS. (lb/
size) 2 = 3437/
0-3-8 (min, 0-1-8) 15 3433/
0-3-8 (min. 0-1-8) Max Horz
2 = 59(
LC 28) Max Uplift
2 730(
LC 4) 15 702(
LC 5) Max Grav
2 = 3437(
LC 1) 15 3433(
LC 1) FORCES. (lb)
Max, Comp./
Max. Ten, - All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-
2524/486, 3-4=-6543/1370, 4-5=-
6836/1416, 5-6=-1 1142/2290, 6-37=-
1 1334/2326, 37-38=-11334/2326, 7-38=-1
1334/2326, 7-39=-1 460712998, 39-40=- 14607/
2998, 8-40=- 14607/2998, 8-41 =-1
5983/3243, 41-42=-15983/3243, 942=-1 598313243. 9-
43=-1 5077/2985, 10-43=-15077/2985,
1044=-8768/1748, 11 44=-876811748,11-45=-
8771/1750, 1245=-8767/1750,12-13=-
6855/1360, 13-14=-6541/1314, 14-
15=-2472/457 BOTCHORD g4#Wd&Wk-28=-
162/
749, BOTCHORD 2-28=-1162/5833,27-
28=-
162/749, 25-27=-51/448,6-25=-
614/214, 25-46=-2886/14607, 46-47=-
2886/14607, 24-47=-2886/14607, 24-48=-
3131/15983, 48-49=-3131/15983, 23-49=-3131115983, 23-50=-2886/
15107, 50-51 =-2886/15107, 21-51 =-2886/15107, 20-
53=- 1985/10539, 19-53=-1985/10539, 18-
19--1166/6355, 18-54=-1166/6355,17-
54=-1 166/6355, 15-17=-1121/5825, 21-
55=-2316/12391, 20-55=-2323/12376 WEBS 4-28=-
1091714, 5-28=-3087/676, 25-28=-1141/6072.
5-25=-146117303, 7-
25=-
3647/745, 7-24=-98/985, 8-
24=-15591271, 9-23=-274/1000, 11-19=-536/
215,12-19=-632/3255, 13-17=-106/
751, 10-20=-6094/1253, 10-19=-
2408/473,10-21=-1648/8422, 9-21 =-
490/208 NOTES- 1) 2-ply truss to
be connected together with 1 Od 0. 13
1"x3") nails as
follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-
0 oc, 2x6 - 2 rows staggered at
0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc, 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) Unbalanced roof live
loads have been considered for this design. 4) Wind: ASCE
7-10; Vult=150mph (
3-second gust) Vasd=l 16mph; TCC)L=
5.Opsf; BCDL=
5.Ops(; 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
5) Provide adequate drainage to prevent water pording.
6) All plates are MT20 plates unless otherwise indicated. PLATES
GRIP MT20 2441190 MT20HS 187/143 Weight.
5641b
FT=10% 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 100 lb uplift at
joint(s) except Ot=lb) 2=730, 15=
702. 10) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated load(s) 253
lb down and 176 lb up at 7-0-0,
123 lb down and 74 lb up at
9-0-12, 111 lb down and 59 lb up at 11-0-12, 111 lb
down and 59 lb up at 13-0-12, 111 lb down and 59 lb up
at 15-0-12, 111 lb down and 59 lb up at 17-0-12,
111 lb down and 59 lb up at 19-0-12, 111 lb down and
59 lb up at 20-11-4, 111 lb down and 59 lb up at 22-
11-4, 123 lb down and 74 lb up at 24-11-4, 123 lb
down and 74 lb up at 26-11-4, 123 lb down and 74 lb up
at 28-11 A, and 123 lb down and 74 lb up at 30-11
A, and 253 lb down and 176 lb up at 33-0-0 on top chord,
and 345 lb down and 59 lb up at 7-0-0, 88 lb down at
9-2-4, 106 lb down and 25 lb up at 11-0-12 1
106 lb down and 25 lb up at 13-0-12,106 lb down and 25 lb
up at 15-0-12, 106 lb down and 25 In up at 17-0-
12, 106 lb down and 25 lb up at 19-0-12, 106 lb down and
25 lb up at 20-11-4, 106 lb down and 25 lb up at 22-
11 A, 88 lb down at 24-11-4, 88 lb down at 26-11
A, 88 lb down at 28-11-4, and 88 lb down at 30-11 A,
and 345 lb down and 59 lb up at 32-114 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)
Standard 1) Dead + Roof Live (balanced): Lumber
lncrease=1.25 Plate Increase=1.25 Uniform
Loads (plf) Vert:
1-
5=-60, 5-12=-60, 12-16=-60, 27-
29=-20, 26-27=-
20, 21-25=-
20, 20-22=-20, 20-33=-20, 20-21 =-20 Concentrated Loads (lb)
ou'A 11KIM% NU!r61111W RK I OWNTIM (MIA itlw; 4001MMOr Wor
Wo(jtmp pown"'
W'Aft 0
ow I- 1tW)t"u, yw W k Aruw I tlwk, P f ww"t %w "*t "t Ws 0-4 No ** M wy ANTei strata twos seta 3t ttNbeow tteaanot. FstBns Btupfupmw te.Sp;w4lr tupwn; Ae odour lAA=ryrssanaaol!xztNarpAaswttl
tpwxeml rtsrrtWNefYMasapxews iras agnelaAe me ak WIN Tiu"-" t*".Vwtwwlwk1 Anthony T. Tombo 111, A.E. 0 .280083 4451 St. Lucie Blvd. or,' . MW ki uVou.?"d - 4 ,,tuq t dI W. .0"1
10 1%,
4"? !V- i, ACT
r. t*" N"" . Im, Sri'" !+- t W W" AH mulul ux r . ifto 0 IN -I. Fort P;erce, FL 34946 E lopoilocios of Ihn do(mtol"Rhy loto, rIprolifluted without tht wimen liefow4sroo hour A4 toot Irmes
Job Truss Truss Type Qty Ply RYAN HOME'S / ESft-Rdl BAY V2
WRCEB2MLM A01GT Hip Girder A0031127
ac 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc, Fri Jun 1 11:49:06 2018 Page 2
ID: zRSREVFepZFZ—OLY7U9jlztnLF-IOLEkZlvsRvWXr7osiOumByNUXVfa5Qn4recg7zAgYB
LOAD CASE(S)
Standard
Concentrated Loads (lb)
Vert: 5=-206(F) 12=-206(F) 27=-70(F) 6=- 1 23(F)
28=-345(F) 8=-1 11 (F) 23=-93(F) 11 =-1 23(F) 19=-70(F)
17=-345(F) 37=-1 11 (F) 38=-1 11 (F) 39=-1 11 (F)
40=-1 11 (F) 41 =-1 11 (F) 42=-1 11 (F) 43=-1 23(F)
44=-1 23(F) 45=-1 23(F) 46=-93(F) 47=-93(F) 48=-93(F)
49=-93(F) 50=-93(F) 51 =-93(F) 52=-70(F) 53=-70(F)
54=-70(F)
I tic, nrm"Nutnrmw IN W,
f""toll k "' f. see Ila " k'"
Anthony T. Tombo 111, P E0 *' 1w .7 tw, Ir ". 1.4.10ARI d ft I..' Me we lk 9." k'4. . 4 "." 0 N IK % W, .0 Ao We W":.k W MI 'it W .1" W04ww' im#" 4 ot -.".Woo z $0083
111 No, Ic W.M. Too wwroo" Wieoo,gee "(,mesetm M.4 *A
U,o. W.0 ky 4 "ese'sl .)—Sisa.hrooiiecsi"M,14 4451 St. Lucie Blvd. zt ('a,pytiltsi 0 7016 k I Roof Times lepreelvoisim of Ik's immearst'.0 41Y 10(mr, is P"Motd m1hout the wntfe. ptnension Ism A I Roof linw., AstlieftylAOM1,01101
Fort ci erce, FL 34946
WRC;EB2MLM I A02 I Hip
A0031128
of Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc, Fri Jun 1 11:49:07 2018 Page I
ID:zRSREVFepZFZ_OLY7U9ilztnLF-mavcxv2Ydl1M9?i?QQv7lPUT5xrMJfqxJVNACZzAgYA
1-0 6-3-2 9-0-0 16-4-9 23-7-7 31-0-0 33-8-14 40-0-0 41I,--+--- - - - --- —4-- - - - --- --- -
1-0-0 6-3-2 24-f4 f4--9 7-2 13
5x8
5.00 (12
U4 =4X6 - 1.5x4 11 5X8 -
Dead Load Defl, - 5/16 in
19 18
17 16 15
14
5x10 11
3x4
4x6
3x4 - 3x10
4X6
3x4
5X10 11
23-7-7
LOADING (ps" SPACING- 2-" CS1. DEFL. in loc) I/defl Ltd
TCLL 20.0 Plate Grip DOL 115 TC 0.85 Vert(LL) 0.32 17 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(CT) 0.6616-17 729 240
BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.18 12 n1a n/a
BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Wind(LL) 0.39 16 999 240
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30 *Except*
B2: 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x6 SP No.2 2-0-0,
Right 2x6 SP N0.2 2-0-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS
I Row at midpt
5-17, 6-16, 9-16
MITek -recommends- that Stabilizers and required -
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide,
REACTIONS, (lb/size)
2 = 1660/0-3-8 (min. 0-1-15)
12 = 1660/0-3-8 (min. 0-1-15)
Max Horz
2 74(LC 16)
Max Uplift
2 498(LC 8)
12 = 498(LC 9)
Max Grav
2 = 1660(LC 1)
12 1660(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-527/0, 3-4=-2921/1995,
4-5=-2827/1954, 5-6=-3665/2557,
6-7=-3665/2557, 7-8=-3665/2557,
8-9=-3665/2557, 9-10=-2827/1955,
10-11 =-2921/1995,11-12=-527/0
BOT CHORD
2-19=-1 647/2593, 18-19=-1546/2618, 17-
18=-1546/2618,16-17=-2240/3665, 15-16=-
1549/2618,14-15=-1 549/2618. BOT CHORD 2-
19=-1
647/2593, 18-19=-1546/2618, 17-18=-1 546/
2618, 16-17=-2240/3665, 15-16=-1549/2618,
14-1 5=-1 549/2618, 12-14=-1652/2593 WEBS
5-17=-804/1291,
6-
17=-498/469, 8-16=-458/468, 9-
16=-804/1292 NOTES- 1) 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 posed; 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) 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 100 lb uplift at joint(s) except (jt=lb)
2=498, 12=498. LOAD CASE(S) Standard PLATES
GRIP MT20 244/
190
Weight: 206
lb FT = 10%
Anthony T. T ombo Ill,
P.E. Z $0083 4451 St. Lucie
Blvd, Fort
Pierce, FL 34946 optTlthlV?
OltAItoolfrostS,iBlha4j't.tRluhplii.
P.t.tepfedortiooafthntocurrow.iR9aliorm,kprobAr(ttwrthCatthtwnft"ponnissroofromAitooitt,,wr WhopyttombolltKI.
Truss
WRCEB2MLM IA02T IHip
ESTERO
A0031129
I
Df Trusses, Fort Pierce, FL 34946, design@a1truss.com Run -a.120-s D-ec-1-1 -2-6-1- 7----Pr-in-t--:, 8--.-12,-0- s Dec 11 2017 M iTek Industries, Inc. Fri Jun 1 i 1. 44: ca i a Page, 1
ID:zRSREVFepZFZ_OLY7U9jiztnLF-EmT_8F2AO39Dm8HB27QMrclgALD22?t4Y97jkOzAgYg0-0 -0t1223,1 490Q 41 0 0- 4-7-12 4-4-4 7-6-12 --------- Ir---s--o 7-0-al 3-114 1 5-
0-12 1-0-6 5x6 --
5.
00 [ i2- 3x8 : -
3x8 MT20HS--, 2X4 It 6X 10 -,z- Dead
Load Deff. = 1/2 in 4421
1716 is 14 4x10
11 5X6 - 1,
5x4 11 3x4 3x6 = 5X8 4x10 11 4-
7-1 LOADING (
psf) SPACING- 2 CSL DEFL. in (loc) Well Ltd TCLL
20.0 Plate Grip DOL 1.25 TC 0,76 Vert(I-L) 0.4518-19 999 360 TCDL
10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) 0.94 18-19 51 0 240 BCLI-
0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0,28 12 n/a n/a BCDL
10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.56 18-19 860 240 LUMBER -
TOP
CHORD 2x4 SP M 30 BOT
CHORD 2X4 SP M 30 *Except* B4:
2x4 SP No.3, B3: 2x4 SP No.2 WEBS
2x4 SP No.3 SLIDER
Left
2x6 SP No.2 2-0-0, Right
2x6 SP No.2 2-0-0 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 2-2-0 oc purlins,
BOT
CHORD Rigid
ceiling directly applied or 4-3-5 oc bracing. Except: 10-
0-0 oc bracing: 16-18 WEBS
I
Row at midpt 6-
20, 14-18, 9-18 MiTek
recommends that Stabilizers and -requ cross
bracing be installed during truss eFectic!lr,n a-
ccordance with n tistallrStabilizeInstallation --- - ---- -------- ---9- REACTIONS. (lb/
size) 2 1674/
0-3-8 (min. 0-2-0) 12 = 1670/
0-3-8 (min. 0-2-0) Max Horz
2 74(
LC 16) Max Uplift
2 -492(
LC 8) 12 -493(
LC 9) Max Grav
2 1674(
LC 1) 12 1670(
LC 1) FORCES. (lb)
Max. Comp./
Max. Ten, - All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-
437/285, 3-4=-2868/1906, 4-5=-
3685/2427, 5-6=-3500/2379, 6-7=-
4754/3176, 7-8=-475413176, 8-9=-
4695/3149, 9-10=-2867/1927, 10-1
1=-2916/1989,11-12=-476/0 BOT CHORD
2-23=-
1589/2548,19-20=-289914839, 18-19=-
2899/4839, 8-18=-447/453, BOT CHORD
2-23=-
1 589/2548, 19-20=-2899/4839, 18-19=-
2899/4839, 8-18=-447/453, 15-16=-
168/318,14-15=-168/318, 12-14=-
1652/2582 WEBS 4-
20=-
429/940, 5-20=-554/1021, 6-20=-
1 575/919, 6-19=0/352, 14-18=-
138312342, 9-18=-1433/2284, 9-14=-
308/245,4-23=-5941477, 20-23=-
1570/2504 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; End., 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)
All
plates are MT20 plates unless otherwise indicated, 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 100 lb uplift at joint(s)
except Ot=lb) 2=492, 12=493, LOAD CASE(
S) Standard PLATES
GRIP
MT20 244/
190 MT20HS 187/
143 Weight: 225
Ity FT = 10% Fira"Aamw— '
a -ides #ttssruiiirlsrearla"in In~ ON I'm 0. . w 1- J"T NM .rw, "I" Obw I lw* k f t Ift— tlr,M*, ,, 3*,t Ow— 1104 In * 4 to an,
in I, ia,eei' A,, Im ow"'fif— t., siamf iey"W 'w iaw InN" n''—wree Otin ins"ored M—M W warilt, * no r0On $'a* Ir"s, ta,"Ne. 0, Moral, ft I't I I I. t"No —p. 4"'in"W" "dorry Anthony T. Totntio N!, P,E, mad .. 0 *, T,,,, n, ,av W" " yet aaa4"" 0 an Ttir,l a, 4 as eaaxtt
k .41 "19 fla" ("Alf rival WA in'"exoto P-1 p4w, Wi so.,* woo., Prof., 1- NuFf" relf— z 30083 4451 St.
Lucie Blvd.
Repionlirairm.1 $hit dootartia,
in any Intel, it prohibited without the written permission beer A-1 Road Trusset Apationyl.lomboll0j, Fort Pierce, FL 34946
Job Truss Truss Type Qty Ply RYAN HOMES / ESTERO BAY V2
WRC,F-B2MLM A03 Hip 1 1
A0031130
At Roof Trusses, Fort Pierce, FL 34946, design@a1trluss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 11:49:08 2018 Page I
ID:zRSREVFepZFZ — OLY7U9jlztnLF-EmT-8F2AO39DmBHBz7QMrclfJLA12654Y97ikOzAgYg
11 29-0-15
1-0-0 5-8-15 5-3-1 9-0-0 4 64 5-3-1 5-8-15 1-"
5X6 --
7xlO MT20H3-- 5x6
7
Dead Load Deft, = 5/16 in
16 14 12
500 11
4.6- 1.5x4 II 3x8 5XI0 H
3x8
4x6
I - 1 -0-0 29-0-0--_
9-0-0
Plate 9,0- 4j, j10 0-6-7 Ed I
LOADING (psf) SPACING- 2-0-0 CS1, DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20-0 Plate Grip DOL 1.25 TC 0,81 Vert(LL) 0,3014-16 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(CT) 0,61 14-16 781 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 049 Horz(CT) OA9 10 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 037 14-16 999 240 Weight: 203 lb FT = 10%
LUMBER-
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30 *Except*
B2: 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x6 SP No.2 2-0-0,
Right 2x6 SP No.2 2-0-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 1-4-12 oc bracing.
WEBS
I Row at midpt 6-16,6-12
mifek—recommends'--that Stabilizers and
I
required
cross bracing be installed during truss erection, in
accordance with Stabliizer Installation guide.
REACTIONS. (lb/size)
2 = 1660/0-3-8 (min. 0-1-15)
10 = 1660/0-3-8 (min. 0-1-15)
Max Horz
2 = 89(LC 16)
Max Uplift
2 = 473(LC 8)
10 473(LC 9)
Max Grav
2 = 1660(LC 1)
10 = 1660(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except
when shown,
TOP CHORD
2-3=-729/0, 3-4=-2933/2064,
4-5=-2766/1905, 5-6=-2541/1855,
6-7=-2541/1855, 7-8=-2766/1905,
8-9=-293312064, 9-10=-729/0
BOT CHORD
2-16=-1714/2609, 15-16=-1952/3225,
15-25=-1952/3225, 14-25=-1952/3225,
14-26=-1952/3225,13-26=-1952/3225,
12-13=-1952/3225,10-12=-1719/2609
WEBS
4-16=-130/284, 5-16=-281/644,
WEBS
4-16=-130/284, 5-16=-281/644, 6-
16=-914/553, 6-14=01346, 6-
12=-914/553, 7-12=-281/644, 8-
12=-130/284 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
I 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)
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 100 lb uplift at joint(
s) except (jt=lb) 2=473, 10=471 LOAD
CASE(S) Standard
100
41
wom"
41,*
I
1M
on* too— 1 W N'W"w "..M. 014 01% rol! *. M-1 Anthony T, Tornbo 111, PT, z $
0083 4451
St, Lucie Blvd, WA' Fort
Pierce, FL 34946 upytithl
0 7016 A I lloofl'"Stl' WWI, 1, lomho III, P'L Reporloriort of tk's houmtol"d coy twoo, ii prohibird oriihovt the written pvmissioo horn A -I IW hkra Ambont 1. tomb 111, ?J.
BAY v2
WRCEB2MLM ]A03T Hip 1 1
A0031131
Jab Reference {optional] ,
Al -Reef tnwlises. Fort Pierce-, FL 34946, design@a1truss.com Run: 8,120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 11:49, Page 1
ID:zRSREVFepZFZ—OLY7U9jlztnLF-izIMMb3o9MH40isNXrxbNqanVlWonSREmpsGHSzAgYf
23-11 29-0 32-11-12 40 1i - - _-,0- -,- 04 --0
1-0-0 5-1-15 4-0-5 1-9-12' 6-5-0 12 "-4 3-1 17-1 7-04 W
5x6 -
3x4
7
4x6 2x4 11 5X8 —
A 9 10
Dead Load Deft. = 3/8 in
4
25 24-- 19 18 — 16 15
4x10 11
402 - 3x4 11
30 11
3x6 -- 1.5x4 11 5X10 11
6X8 5X8 ---,
911 1 23 111? __-O 32 11- 5-
1-15 4-0-5 027-12 7-7-0 11 5--03 5-0-4 11-1 ejji5;
0-3-0rp-274]rl8-.0-5-12,0-2-8j, [1 3:0-6-7,Ed -4 qP-1 - k',O q -0 Edge] 11 0 _ f16*0 ---- 81 LOADING (psf)
SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d TCLL 20.
0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 434 20-21 999 360 TCDL 10.
0 Lumber DOL 115 BC 0.92 Vert(CT) -0,7220-21 668 240 BCLL OLO
Rep Stress Incr YES WB 0.93 Horz(CT) 0.25 13 n/a n/a BCDL 10.
0 Code FBC20171TP12014 Matrix -MS Wind(LL) 0.43 20-21 999 240 LUMBER - TOP
CHORD
2x4 SP M 30 *Except* T2,T3:
2x4 SP No.2 BOT CHORD
2x4 SP M 30 *Except* B2,135:
2x4 SP No.3, B4: 2x4 SP No.2 WEBS 2x4
SP No.3 SLIDER Left
2x6
SP No.2 2-0-0, Right 2x6
SP No.2 2-0-0 BRACING - TOP
CHORD
Structural wood
sheathing directly applied. BOT CHORD
Rigid ceiling
directly applied or 2-2-0 oc bracing. Except: 10-0-
0 oc bracing: 22-24, 18-20 Mifek recommends
that -Sta-- b-ili-z,e-rs andrequired- -I cross bracing
be installed during truss erection, in accordance with
Stabilizer Installation _guide. REACTIONS. (lb/
size) 2 1675/
0-3-8 (min. 0-2-0) 13 1671/
0-3-8 (min. 0-2-0) Max Herz
2 89(
LC 16) Max Uplift
2 -465(
LC 8) 13 =-467(
LC 9) Max Grav
2 1675(
LC 1) 13 1671(
LC 1) FORCES, (lb)
Max. Comp,/
Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-
465/261, 3-4=-2886/1938, 4-5=-
3692/2450, 5-6=-3720/2555, 6-7=-
3909/2671, 7-8=-3779/2605, 8-9=-
3779/2605, 9-10=-3745/2585, 10- 11 =-
2757/1933, 11-12=-2942/1982, 12-13=-
551/63 BOT CHORD
2-25=-
1614/2569, 5-22=-246/257, 21-22=-
181413110,20-21=-2291/3909, 9-20=-
3551363,15-16=-1640/2622, 13-15=-
1640/2622 BOTCHORD 2-
25=-
1614/2569, 5-22=-246/257, 21-22=-
1814/3110, 20-21 =-2291/3909, 9-20=-3551363,
15-16=-1640/2622, 13-15=-1640/
2622 WEBS 22-25=-
1510/
2451, 6-22=-478/749, 6-21 =-567/
1061, 7-21 =-397/387, 7-20=-264/
80, 16-20=-1378/2376, 10-20=-97111590,
10-16=-326/137, 4-25=-703/
529, 4-22=-427/896 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; End., 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) 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 100 lb uplift at joint(s) except
Ot=lb) 2=465, 13=467. LOAD CASE(S)
Standard PLATES GRIP
MT20
244/190
Weight: 234lb FT=
10% ts w-'I
f'-- U." :,t. V*'A i lao; ftfis"s j. sfuir!i 6111111L tflilki & (Wtckc Wlao 11"t'" 'r; Mxcw',M lr rie, Wk 1tv W-W, W" me . Mrs Ties h,F, $-M jw, W k knit I Jem Bt., I k Writs $kw i'lir, , kh's ow.." swil OJT" tos,krli . 'Ahinnilmst-
0.1 Antony T. Tombo M, F.E. 0 wr tvr, ft, Nw" " lm."WTsdnM1 dt* Q.- Ik Q.*s 'Aw"TO ".MS W" I" wcir rVW, ssrMinl w is.*7 tw 0 1. mpsn'444,,, 0 Z 80083 triw"U"" w(sirim4451St. Lucie Blvd,
M Pas gap flew, 4(1 Ptsi*4 hr4se'. Ns, S,.tsnrris onif W" Fort Pierce, FL 34946 kepirduaroft of fin iler"
W"t in any two, is limli'liatil rshistit the w,vste lstmssusir turns A I loaf Inst"
Job Truss Truss Type Qty Ply RYAN HOMES / ESTERO BAY v2
WRQEB2MLM A04 Hip 2 1 _
A0031132
Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 11:49:10 2018 Page 1
I D:zRSREVFepZFZ_OLY7U9i IztnL F-A9alZx4Qwg PxOS Ra 5YSgw 16yC9u BW Oi N?TcgpuzAgY7
13-0-0--_-- 20-0-0 27-0-0 33 4 4 40-0-0 1-0
0-6 6-7-12 6-4-4 7-0-0 7-M 6-4-4 6-7-12 1_O
5x6 ---
1.5x4 II 5x6 _-
Dead Load Deft. = 3/8 in
I. —
14 <., ,., ,
3x4 --= 4x6'-= 3x8
4x6 _: 30 Sx10 II
5x10 II
I 10-1-12 I 20-0-0 2910-4
10-1-12 9 10-4 9-104 10-1-12
Plate Offsets X YL2 0-6-7 Edgej,_15 0 3 0,0-2 41tL0-3 0,0 2 41, I10 0 6-7 Edge]
LOADING (psf) SPACING- 2-0-0 CSI_ DEFL. in (loc) I/deft Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1,25 TC 0.92 Vert(LL) 0.39 12-14 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) 0.74 12-14 647 240
BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.17 10 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.35 14-16 999 240 Weight: 203 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30 'Except"
T2: 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
SLIDER
Left 2x6 SP No.2 2-0-0,
Right 2x6 SP No.2 2-0-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 5-3-14 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 = 1660/0-3-8 (min. 0-1-15)
10 - 1660/0-3-8 (min.0-1-15)
Max Horz
2 = 104(LC 16)
Max Uplift
2 - 447(LC 8)
10 = 447(LC 9)
Max Grav
2 - 1660(LC 1)
10 = 1660(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-604/0, 34=-2972/2098,
4-5=-2750/1948, 5-6=-2751/2048,
6-7=-2751/2048,7-8=-2750/1948,
8-9=-2972/2098, 9-10=-604/0
BOT CHORD
2-16=-1746/2652, 15-16=1379/2351,
15-25=-1379/2351, 14-25=-1379/2351,
14-26=-1380/2351,13-26=-1380/2351,
12-13=-1380/2351, 10-12=-1751/2652
WEBS
4-16=-235/410, 5-16=-1551419, 5-
14=-296/663, 6-14=-466/462, WEBS
4-
16=-235/410, 5-16=-155/419, 5-
14=-296/663, 6-14=-466/462, 7-
14=-296/663, 7-12=-155/419, 8-
12=-235/410 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) 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)
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 = 1
O.Opsf, 6)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint(
s) except Ot=lb) 2=447, 10=447. LOAD
CASE(S) Standard
Faen1-
t sr A««d.rn«. x. `A-l1'Of I 1Sf5 iSEtt4r"d S(TJ1t FtiMS t C MSIIIQit4Ct410M t^}t0+1" it C1€C(:iMxEkr 1«rr. Cenry ksfp pr««rnx W ttaf «atc «arc Ims kage Axq{fPt+`,- W x, AkMq t [u«ai f f. td«der 4naa 6e4re ae. ttls+s #«s.rse u«N «ae ld@. xdr w,
trz:««a«t sawe««Kix rcxtaeuar.ae.r„aecs 8rcgaf.p«n r. Sx:N Ea}«n;. ae u i««. r0ergreen,«ara««rawpdev aa «1»re ag ey«aa r aa tn:p ar:apr i,ss tn>•«nr too «o.,et«t?t. ;w tn p xsre.p«s way w«x.'Woory Anthony T. Tombo ill, PE. trs«
aa,t.mw«uaayrn,arpr,wmawep.«r.ao.«,«w,:ay«iauri uyarp.•axe;r«naiux.wuwmaatnwga«atni aa«,durruaw«ma«nsr;«sr i .rag.aFun«a«a«gz ,aroary«wawa a$0083 r.
W" rsyav,W(d w AL «ts ast .Mi0p ql ar patxes «(prlMae,Qat kAkq fe ae«sekn W.aMa«.tta pNnl«Fa..N 4tti «e rMaea«5r primp M«a. iR-i«0., frs ryms Mlans ne6s«ec 0 a,1na N.V., ksr;w-.4 4-Mantua=a-wac, 4451 St. Lude Blvd. ekxtt«
Mxk h E'.«trN7 qcr ere A.nnq q Al paxs roeNrtd tk finc Ctuga Eep«r is XCI ae kMat ksrpa. a Inns SS,iafgi«n d «y 1 to ca:reairxz «e ar M:a/ n tltt. Lurk Pierce, FL 34946 fcpyrff612i16
A -I fast t,mtuskntlo.y 1. iom6a 111„F.f_ feprade0iue of ifie iaCur«x6,n ant twais prafikitaQr:iMaetike.rrittae permissi¢ah.«At Raxl lruCs¢,FetAeayt. tasba 111, Bt.
1 russ i ype city PIY IRYAN HOMES/ ESTERO BAYv2
WRCEB2MLM A05 1Hip2 A0031133
At Roof Trusses, Fort Pierce, FL 34946, design@a I truss,corn Run 8,120 s Dec 11 2017 Print: 8,120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 8- Page I
ID:zRSREVFepZFZ—OLY7U9jlztnLF-eL87nG52h_XodcOmfF-3TFf7UYBFFWNWE7LNLLzAgY6
11-0 `
P _ 77--77--1I2Z_ I7-
44 --Z5q-
0-
0--
0P,1 255-6-
0--
60- 37Z4-47t4-07--91-2 A11 -'0_
0)
f
5.00 [-
12- 5x6 :--- U4 54
16 14
5X10 11
1.5x4 11 4M - 3x8 - 3X8 :--
4x6 25-
0-
0 7-4-
4 LOADING (pso
SPACING- 2-" CS1. DEFL, in floc) I/defl L/d TCLL Plate
Grip DOL 1.25 TC 0,95 Vert(LIL) 0.36 16-17 999 360 TCDL 1N,
Lumber DOL 1.25 BC 0.99 Vert(CT) 0,7016-17 690 240 BCLL 0,
0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.18 12 n1a n1a BCDL 10.
0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 031 17-19 999 240 LUMBER - TOP
CHORD
2x4 SP M 30 *Except* T3: 2x4
SP No.2 BOT CHORD
2x4 SP M 30 WEBS 2x4
SP No.3 SLIDER Left
2x6
SP No.2 2-0-0, Right 2x6
SP No.2 2-0-0 BRACING - TOP
CHORD
Structural wood
sheathing directly applied. BOT CHORD
Rigid ceiling
directly applied or 2-2-0 oc bracing. WEBS 1
Row
at midpt 4-17,
7-17, 7-16,10-16 14i Tok
recommends that -Stabilizers and required cross bracing
be installed during truss erection, in accordance with
Stabilizer installation guide. REACTIONS. (lb/
size) 2 = 1660/
0-3-8 (min. 0-1-15) 12 1660/
0-3-8 (min. 0-1-15) Max Horz
2 119(
LC 12) Max Uplift
2 = A46(
LC 12) 12 446(
LC 13) Max Grav
2 1660(
LC 1) 12 = 1660(
LC 1) FORCES. (lb)
Max. Comp./
Max. Ten, - All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-
572/91, 3-4=-2967/2075, 4-5=-
2506/1777, 5-6=-2490/1806, 6-7=-
2247/1770, 7-8=-2247/1770, 8-9=-
2490/1806, 9-10=-2506/1777, 10-11 =-
2967/2075,11-12=-572t9l BOTCHORD 2-
19=-
1722/2652.18-19=-1722/2652, 17-18=-
1722/2652,17-28=-136312348, 28-29=-
1363/2348,16-29=-1363/2348, 15-16=-
1727/2652, 14-15=-1727/2652, BOT CHORD 2-19=-
1722/2652,
18-19=-1722/2652, 17-18=-1722/2652, 17-
28=-1363/2348, 28-29=-1363/2348, 16-
29=-1363/2348, 15-16=-1727/2652, 14-
15=- 1727/2652, 12-14=-1727/2652 WEBS 4-
17=-498/526, 6-
17=-
298/565, 7-17=-331/174, 7-16=-
331/174, 8-16=-298/565, 10-16=
A98/526 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; End., 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 poncling. 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
100 lb uplift at joint(s) except (jt=lb) 2=
446, 12=446. LOAD CASE(S) Standard Dead Load
Defl. = 5/16
in
w 41 .4 I hOCSES q
r, (
A"
sr* I twW wk' ft.* M
I PH "k #>V -W_ 4*"'.0wrwo" Anthony T. Torribo 111, R.E. Z 80083 4451 St. Lucie Blvd,
Fort Pierce,
FL 34946 pyt,ol
0 2016 A 1441
Imsts Aisiliony 1, lembe III, P'L hii'DourliaA of Ili's 90(ument, i, oil lorm, is irtobili4ed withoo the wrl"Ce pe—su" hoort A I 1W trwes Aels"y 1, 100h 111, PA,
Job y - ly- F
2
A0031134
WRCEB4' AA06 1Hip_
JobReference ---(op!i—---...----------
A- -11460iffrusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 11:49:12 2018 Page 1
ID:zRSREVFepZFZ_OLY7U9jlztnLF-6YiV—c5gSHffFmbyCzV[?SCI_yZz_zpgTn5xunzAgY,I
23_0_0 211-2-14 ------ 40-0-0 p
4 - 8-9-38-9-3 8-2-14 6-0-0 8 --i--i _O_f
5.00f1-2
5X8
5x6 Dead Load Deft. = 3/8 in
5
N.
16 11 14 13
11 11
5X10 11
1.5xil 11
4x6 - 3x4 3X8
4X6 1.5x4 11
5X10 11
17-0-0
LOADING (ps"' SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d
TCLL 20,0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 426 14-16 999 360
TCDL 10.0 Lumber DOL 1,25 BC 0-89 Vert(CT) 0.6014-16 795 240
BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.19 9 n/a n/a
BCDL 10,0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.31 14-16 999 240
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T3: 2x4 SP No,2, TI: 2x4 SP 2400F 2,()E
BOT CHORD 2x4 SP M 30 *Except*
B2: 2x4 SP No.2
WEBS 2x4 SP No,3
SLIDER
Left 2x6 SP No.2 2-0-0,
Right 2x6 SP No.2 2-0-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied
BOT CHORD
Rigid ceiling directly applied or 4-6-1 oc bracing.
WEBS
1 Row at midpt
4-14, 5-13, 7-13
MiTiek recommends that StabO¢ers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 1660/0-3-8 (min. 0-1-15)
9 166010-3-8 (min. 0-1-15)
Max Horz
2 = 1 34(LC 17)
Max Uplift
2 s 464(LC 12)
9 = 464(LC 13)
Max Grav
2 = 1660(LC 1)
9 1660(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=575/0, 3-4=-2974/2094,
4-5=-2342/1743, 5-6=-2079/1720,
6-7=-2343/1743, 7-8=-2974/2094,
8-9=-575/0
BOT CHORD
2-16=-1727/2655,15-16=-1727/2655,
14-15=-1727/2655,14-25=-1148/2079, 13-
25=-1148/2079,12-13=-1730/2655, 11-12=-
1730/2655, 9-11=-173112654 BOTCHORD 2-
16=-
1727/2655,15-16=-1727/2655, 14-15=-
1727/2655,14-25=-1 148/2079, 13-25=-1
148/2079,12-13=-1 730/2655, 11-12=-1730/
2655, 9-11=-173112654 WEBS 4-16=
0/
295, 4-14=-689/656, 5-14=-235/
502, 6-13=-234/502, 7-13=-688/
656, 7-11 =0/295 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) 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 100 lb uplift at joint(s) except (
jt--lb) 2=464, 9=464. LOAD CASE(S)
Standard PLATES MT20
0
GRIP
244/
190
Weight:
2101b FT=
10% V1 lqw;As
m wNb upaswswxapAme am N MrOm "# 1— ".*MOW, AA M, .1 Anthony T. Tembo !I!, P.E. in' I." otqw
mA40 Am T.— M." W" W.I., aWit. .0—j'WWr—*.Wftof z 30083 4451 St. Lucie Blvd.
Fart Pierce, FL 34946
opyujht(D7016A1koofI,#ssm AnikuylAmballLP1,
letifed0aiii. of Ili's 00(ument, in .T low is lifokil,ittol withotl thetutted pfraii1si" top At laiii Inises
Truss Truss Type
A07 Hip 2
RYAN HOMES / ESTERO BA
A0031135
Dirce, FL 34946, design@altruss,com Run: 8.120 s Dec 11 2017 Print: 8,120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 11 ' 49:13 2618 Page 1
o 0 12-9-3
10:zRSREVFepZFZ-OLY7U9jlztnLF-akGtCy6JDbnWtw98mgOXYgkUpMuLjL_phRqUQDzAgY4
Q 1440-07q L2'-O-q ZT-Z-j! - - 4-- - 5 4.1-0ro 6-
6-8 6-2-11 6-2- 13 '2-0-0' 6-2-13 6-2-11 1-0-0 5,
00112 5x6
5x6 --
Dead Load Dell. = 5/16 in U4
3x4 6
9 AIX6
4x6
1.
5x4 5 10 1.5x4 4
W3 Wil 4 w 11 4
x8 4x8 3
12 2
14 -
M -
7 -M "-B2
20
19 29 18 17 30 16 15 5XIO
11 3x4 --
4x6
3x4
U4 - - 4x6
3x4
7 5XI0 11 10-
5-11 LOADING (
psf) I SPACING- 2-0-0 CS1. DEFL. in floc) I/def! L/d TCLL
20.0 Plate Grip DOL 1.25 TC 0,89 Vert(LL) 0.37 15-17 999 360 TCDL
10.0 Lumber DOL 1.25 BC 0.95 Vert(CT) 0.69 15-17 693 240 BCLL
0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.18 13 n/a n/a BCDL
10.0 Code FBC2017rrPI2014 Matrix -MS Wind(LL) 0.35 18-20 999 240 LUMBER -
TOP
CHORD 2x4 SP No.2 *Except* Tl:
2x4 SP M 30 BOT
CHORD 2x4 SP M 30 *Except* B2:
2x4 SP No.2 WEBS
2x4 SP No.3 SLIDER
Left
2x6 SP No.2 2-0-0, Right
2x6 SP No.2 2-0-0 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 2-2-0 oc purlins,
BOT
CHORD Rigid
ceiling directly applied or 2-2-0 oc bracing. WEBS
I
Row at midpt 6-18,9-17 ITeR
recommends
thatStabilizersand required cross bracing
be installed during truss erection, in accordance with
Stabilizer Installation _guide, REACTIONS. (lb/
size) 2 1660/
0-3-8 (min. 0-1-15) 13 = 1660/
0-3-8 (min. 0-1-15) Max Horz
2 148(
LC 16) Max Uplift
2 481(
LC 12) 13 = 481(
LC 13) Max Grav
2 1660(
LC 1) 13 1660(
LC 1) FORCES. (lb)
Max, Comp./
Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-
652/0, 34=-2961/2163, 4-5=-
274811999, 5-6=-2708/2018, 6-7=-
2135/1699, 7-8=-1901/1649, 8-9=-
2135/1699, 9-10=-2708/2018, 10-1
1=-2748/1999, 11-12=-2961/2163, 12-13=-
652/0 BOT CHORD
2-20=-
1802/2641, 19-20=-1498/2399, 19-29=-
1498/2399,18-29=-1498/2399, BOT CHORD
2-20=-
1802/2641,19-20=-149812399, 19-29=-
149812399,18-29=-1498/2399, 17-18=-
1014/1901, 17-30=-150012399, 16-30=-
150012399,15-16=-150012399, 13-15=-
1807/2641 WEBS 4-
20=-
209/350. 6-20=-90/397. 6-18--
740/670, 7-18=-417/578, 8-17=-
417/578, 9-17=-740/670, 9-15=-
90/397. 11-15=-209/350 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 ponding. 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 1 0'
opsf. 6) Provide
mechanical connection (by others) of truss to bearing
plate capable of withstanding 100 lb uplift at joint(s)
except (jt=lb) 2=481, 13=481. LOAD CASE(
S) Standard PLATES
MT20
GRIP
244/
190
Weight: 219
lb FT = 10% Vell. 3eF
RIAS otw I I 101" h-
V I", "W! 'i I leseimllohmAnthony T. Tombo 'V,
P.E. 0 6, L".." t,' tk to" beitier . 0. wltv 0 1. K, * V .4 as Mrel kOii ,;* W KI Tktew- it WIM vwwl tm.n' 0 * T"" .1" Wtmlt w W, .411" tiel 0.ei it*,' t as 0 IM I., N"ei
in- 1t 4cl N lm' Sol. t*'. 0 tef"Ohn 4451 St, Lucie Blvd,
CaprrigM 1P61d8-ftaaf(losses-
Aathnnptlokhelll. P.E. hpolludios of0ii, somment, to ofty IMF, is inoli'liaml withoouht wines litummioe hom A'I li"Oftistl Anthony 1, Tomb. III, Is,(, Fort Pierce, FL 34946
WRQEB2MLM
At -trusses-.-
A08 !Common
A0031136
erce, FL 34946, design @a I truss, com Run: 8,120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 11:49:14 2018
ID:zRSREVFepZFZ—OLY7U9jlztnLF-3wqFP17x—VVNU3kLKOXm4tHelmGGSrPzw5al,
910 12-9-3 20,-0-0 27-2-13, ... . ....... --- --4Q_QA33-5-8 0- ------ -- -- ---41M0
1-0-0 6-6-8 7.2-13 6-2-1-1- 6-6-8
500 11
I
5X6 =
5.001-12
10 11 .1
16
4G .1 —
06
3x8
3x4
3x4 -: 4x6 :-
LOADING (ps" SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1,25 TC 0.91 Vert(LL) 0,35 16-18 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) 0.6716-18 718 240
BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.17 12 n/a n1a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.35 16-18 999 240
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T1: 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
SLIDER
Left 2x6 SP No.2 2-0-0,
Right 2x6 SP NO-2 2-0-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 5-2-14 oc; bracing.
WEBS
I Row at midpt
7-16,8-16, 6-16
Mifek- recommends that --Stabilizers ---and required I
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 1660/0-3-8 (min.0-1-15)
12 1660/0-3-8 (min,0-1-15)
Max Harz
2 156(LC 12)
Max Uplift
2 = 488(LC 12)
12 488(LC 13)
Max Grav
2 1660(LC 1)
12 = 1660(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-654/0, 3-4=-2959/2172,
4-5=-2749/2011, 5-6=-2712/2032,
6-7=-2080/1663, 7-8=-2080/1663,
8-9=-2712/2032, 9-1 0=-2749/201 1,
10- 11 =-295912172, 11-12=-654/0
BOT CHORD
2-18=-1 809/2639,17-18=-1 518/2404,
17-27=-1518/2404,16-27=-1 518/2404, 16-
28=-1520/2404,15-28=-1 520/2404, BOT CHORD
2-18=-
1 809/2639, 17-18=-1518/2404, 17-27=-1518/
2404, 16-27=-1 518/2404, 16-28=-1 520/
2404, 15-28=-1 520/2404, 14-15=-1 520/
2404, 12-14=-1 814/2639 WEBS 7-16=-835/
1150,
8-16=-765/719, 8-14=-80/398,
10-14=-211/338, 6-16=-765f719, 6-
18=-80/398, 4-18=-211/338
NOTES- 1) Unbalanced roof
live
loads have been considered for this design. 2)
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 3) This truss has
been designed for a 10.0 ps( 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-" wide will fit between the bottom chord and any
other members, with BCDL 1 0'0psf. 5)
Provide mechanical connection (
by others) of truss to bearing plate capable
of withstanding 100 lb uplift at joint(s) except (jt=
lb) 2=488, 12=488. LOAD CASE(S) Standard
Dead Load Deft. =
5/
16 in I." Mn, We( Or"
esrmn' i—mijw'. r. Went 1,00-JE t0—%Wk*'. 41 Aa-- 1141,*- 0"
f"' " *
an' A.M1 Anthony T. Tombo 111, P.E. 0 . 0 *' F., * sr 6*" "
I" runi'*4r at. q— lk " ' lk Wifise rh"P. . r. vme. a fee K * r .4 (. 1.9 k." * .4 KI 'hnK 0 W 49 W os! mi.. d tk 1,.", 044 W n miet .Md. 0 i'.M'W W N. "'P-wo 0 '7 80083 sew"I"r—tuo.w,
X ..' irw, r. Too rack*1 p**, a'" Wing (we"m wet ww'!Itw' "N"W" TM PIWA -V, P4., 'sw Wt W*N— 4451 St, t wie Blvd. T""F"bilewoaef"ssn Fort
Pierce, FL 34946 Iltitigivom of th'r iletuffitol'.
0.0y Wes, 4 prolawitelvilicst the xrfttee irtamsass bon A-1 feel Irmset
IY",
uty
11"
Y
IRYANHOMES /ESTEROBAY v2 J 1
IA15GRoofSpecialGirderA0031137I sses,
Fort
Pierce, FL 34946, design@al truw ---------- corn Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 11:49:15 2618 Page- 1 94" ID:
zRSREVFepZFZ - OLY7U9ilztnLF-X70ece8ZkCl E6DJXu52?d5qobAdBBAg69IJbU6zAgY2 P .. ....... . § .8-0 _ _ _ 20-8-12 -1 1-:i -0 1-0-0 6-0-4 4-3-12 3-4-0 1-0- 12 6-2-41 ..... 26-1
33 -0
15-4-1 2-4-12
I 4-7-4 1 -0-0 5X6 11 5.
00112 2x4
11 Dead Load Deft. =
9/16 in 8X8 11 7x10
MT20HS- 3x6 11 4X12 4x4 6x 12 z- 6X8 ---- 4x6 - 5x10
MT20HS- LOADING (ps 0
SPACING- 2 0 CS1. DEFL. in lac} I/deff Ltd TCLL 20.0PlateGripDOILo5TIC
1.
00 Vert(LL) 0,59 18 819 360 TCDL 10.0LumberDOL115BC033Vert(CT) 1,16 18 414 240 BCLL 0.0RepStressIncrNOWS0.95 Horz(CT) 0,20 13 n/a n/a BCDL 10.0CodeFBC2017/TP12014 Matrix -MS Wind(LL) 0.60 18 799 240 LUMBER - TOP CHORD
2x4
SP 2400F 2,0E *Except* T2: 2x4 SP
No.2 T3,T4: 2x6
SP 2400F 2.0E BOT CHORD 2x6
SP 2400F ZOE WEBS 2X4 SP
No.3 *Except* W2,W3,W6:
2x4 SP No.2 SLIDER Left 2x6
SP
No.2 3-0-0, Right 2x6 SP
No.2 3-0-0 BRACING - TOP CHORD
Structural
wood sheathing
directly applied BOT CHORD Rigid
ceiling directly
applied or 5-11-5 oc bracing. WEBS 1 Row
at
midpt 6-21,7-17 2 Rows at
1/3 pts 7-19 MiTek recommends "I
that Stabilizers
I
I I -
and I requiredI - - -
cross
bracing
be
installed during truss erection, in accordance with Stabilizer
Installation quide. REACTIONS. (lb/size)
2 = 274010-3-
8 (min. 0-2-4) 13 3469/0-
3-8 (min, 0-2-14) Max Horz 2 =
84(LC
32) Max Uplift 2
696(LC
5) 13 955(LC
9) Max Grav 2
2740(LC
1) 13 3469(LC
1) FORCES. (lb) Max.
Comp./Max.
Ten. - All forces 250 (lb) or less except when shown. TOP
CHORD 2-
3=-1957/
361, 3-4=-5362/1463, 4-5=-5297/
1469, 5-6=-5301/1467, 6-7=-8681/
2435, 7-30=-1 0 129/2739, 30-31 =-1
0 129/2739, 8-31 =-I 0 129/2739, 8-9=-10129/2739,
9-32=-10133/2741, 32-33=-10129/2741,
10-33=-10127/2741, 10-1 1=-6927/1876,11-12=-
6740/1842, 12-13=-2145/575 TOP CHORD 2-
3=-1957/361, 3-
4=-5362/
1463, 4-5=-5297/1469, 5-6=-5301/
1467, 6-7=-8681/2435, 7-30=- 10129/
2739, 30-31=-10129/2739, 8-31=-10129/
2739, 8-9=-10129/2739,9-32=-10133/2741, 32-33=-10129/
2741, 10-33=-10127/2741, 10-11=-6927/
1876,11-12=-6740/1842, 12-13=-2145/
575 BOT CHORD 2-21=-1230/4842,20-
21=-2262/8610, 19-
20=-2262/
8610,18-19=-3090/11551, 18-34=-3090/
11551, 34-35=-3090/11551 17-35=-3090/
11551, 16-17=-1622/6455, 16-36=-1622/6455, 36-37=-1622/6455,
15-37=-162216455,13-15=-1573/6028 WEBS
4-21=-158/327,5-21=-993/3733,
6-21=-5322/1571, 7-19=-3293/
899,
7-18=-350/1544, 7-17=- 1612/582,
9- 1 7=-882/392, 10-17=- 1114/
4207, 11-15=-124/627, 6-19=-398/
1628 NOTES- 1) Unbalanced roof live loads have been
considered for this design, 2) 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 MWFIRS (envelope); cantilever left and right exposed end
vertical left exposed; Lumber DOL=1.60 plate grip DQL=
1.60 3) Provide adequate drainage to prevent
water ponding. 4) All plates are MT20 plates unless otherwise
indicated. 5) This truss has been designed
for
a 1 O,O 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 100 lb
uplift at joint(s) except q(=lb) 2=
696, 13=955. PLATES GRIP MT20 244/190 MT20HS 187/
143 Weight: 262lb FT=10% 8) Hanger(s) or
other connection
device(s) shall
be provided sufficient
to support concentrated load(
s) 163 lb down and 74 lb up at 22-
114, 163 lb down and 74 lb up
at 24-114, 159 lb down and 88 lb up at 26-11-4
159 lb down and 88 lb up at 28-114, and 159 lb down and 88
lb up at 30-11-4, and 300 lb down and 193 lb
up at 33-0-0 on top chord, and 1410 lb down and 472
lb up at 20-8-12, 88 lb down at 22-11-4, 88
lb down at 24-11-4, 84 lb down at 26-11-4, 84 lb down
at 28-11-4, and 84 lb down at 30-11-4, and 343 lb
down and 80 lb up at 32-11-4 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 (B). LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Incresse=1.
25 Uniform Loads (
plf)
Vert: 1-5=-60, 5-6=-60, 6-10=-
60, 10-14=-60,
22-26=-20
Concentrated Loads (lb) Vert: 1 0=-204(6) 18=- 141 O(B) 9=-
1 19(B)
17=-62(6)
15=-343(B) 30=- 1 23(B) 31 =-1 23(B) 32=-1 19(B) 33=-
1 19(B) 34=-70(6) 35=-70(B) 36=-62(B) 37=-62(B)
W1*1 411111NIN' Wlld"n -141 I'll' 3'1fk.NfjK, WIN AA.
I h,*K
Fi IN— Anthony T. Tombo :11, P.E W'. 0 *1 T", * W IT.*% n I%0,IN
q_% #0-0 kIrf. I* W, 11V W Ih Wo I." mit W (N-1 74'w'n; 0 IN T* W "! ftw'. 0 W l-, ww" *Wnt "V"t Www Wk .. ;'Nr 4 1,11 0 A No, WA.k IN WIN romroorwa-Ift town W"I rmo'o fKA."O.W01. ft-tr4- Z' MMUM*m-WW"IP11 "p- W 04,0iro. ,41, 4451 St. hide Blvd, OPPI1111 0 7016
A I tod hvwI,
Amboy 1, Tombir 11( IrL Repra4viiiiis of Ilin tommm,
m 44Y form, ir lifoltibrid Nithorri Ibir wrtlea pe,rmspoo from A I Roof jr,sej Aptho. 1, I"boll" PjL Fort Pierce, FL 34946
WRqEB2MLM I B05G I Hip Girder
A0031138
At Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 11:49:16 2018 Page 1
ID:zRSREVFepZFZ_OLY7U9jlztnLF-?JyOq_98VWA5kNujRpZEAIM?WZxuwkFFNP38lYzAgY1
5-0-0- - -- 4- - - - -- - - - 15-81----0----- 20-8-0_____
1-0-0 5-0-0 5-4-0 5-4-0 5-0-0
Dead Load Defi. = 1/8 in
4x10 11
1,50 11 5X8 1.5x4 H
400
5-0-0 10-4-0
i
15-8-0--
5-0-0 54-6- 5-4-0 5-0-0
Offsets 1 -4,0-2-T,_t§:q- 1 R: gdget [10: 0-3-9]
LOADING (psf) SPACING- 2-0-0 CS1 DEFL. in loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.14 9-10 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) 0.30 10-11 839 240
BCLL 0.0 Rep Stress Incr NO WB OA2 Horz(CT) 0.07 8 We n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.12 10 999 240 Weight: 101 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T2: 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
SLIDER
Left 2x6 SP No.2 2-0-0,
Right 2x6 SP No-2 2-0-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 24-0 oc
purfins,
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that -Stabilizers andd-raquined
cross bracing be installed during truss erection, in1--accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
8 1318/Mechanical
2 1381/0-3-8 (min. 0-1-10)
Max Horz
2 53(LC 8)
Max Uplift
8 281(LC 9)
2 318(LC 4)
Max Grav
8 1318(LC 1)
2 1381(LC 1)
FORCES. (lb)
Max. Comp,/Max. Ten, - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-382/55, 3-4=-2339/499,
4-20=-3024/648, 20-21 =-3024/648,
5-21=-3024/648, 5-22=-3024/648,
22-23=-30241648, 6-23=-30241648,
6-7=-2346/498, 7-8=-424163
BOT CHORD
2-11 =-402/2082, 11-24=-396/2087,
24-25=-396/2087, 10-25=-396/2087,
10-26=-396/2095, 26-27=-39612095,
9-27=-396/2095, 8-9=-402/2090
WEBS
4-11 =0/251, 4-1 0=-203/1092,
WEBS
4-11 =0/251, 4-1 0=-203/1092,
5-1 0=-646/270, 6-1 0=- 199/1088,
6-9=0/252
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);
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) 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 100 lb uplift at
joint(s) except Ot--lb) 8=281, 2=318.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 202
lb down and 182 lb up at 5-0-0, 64 lb down and 56 lb
up at 7-0-12, 64 lb down and 56 lb up at 9-0-12, 64 lb
down and 56 lb up at 1041-0, 64 lb down and 56 lb up
at 11-7-4, and 64 lb down and 56 lb up at 13-74, and
202 lb down and 182 lb up at 15--8-0 on top chord,
and 113 lb down at 5-0-0, 48 lb down at 7-0-12, 48 lb
down at 9-0-12, 48 lb down at 10-4-0, 48 lb down at
11-7-4, and 48 lb down at 13-7-4, and 113 lb down at
15-7-4 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 (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase= 1,25
Plate Increase= 125
Standard
Uniform Loads (plo
Vert: 1A=-60, 4-6=-60, 6-8=-60, 12-16=-20
Concentrated Loads (lb)
Vert: 4=-1 55(B) 6=-155(B) 11 =-91 (B) 10=-34(B) 5=-
64(B) 9=-91 (B) 20=-64(B) 21 =-64(B) 22=-64(B) 23=-
64(B) 24=-34(B) 25=-34(8) 26=-34(8) 27=-
34(B) IN"
r r4m, *'.a F. '10 M,W,— . qw 0 t. K0 Anthony T. Jornbc, M, R.E. aOO834451
St.
Lucie Blvd. t l'orr Pierce, FL 34946 1pilkit 7061
thrillm'" An*.11 10"4111,1`1 Z
WRCEB2MLM I B06 I Hip
AN H BAY Q
A0031139
q
JunTrusses, Fort Pierce, FL 34946, design@al truss,com Run. 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc, Fri 1 i age I 1D:
zR SREVFepZFZ—OLY7U9j I ztnL F-TVWO I K9pGq I yLXTw?W4TiWvCMzJifGXPr3ohZ_zAgyo17-0-0 13-8-0 - I --,,-1-0-0 7-&d 6-
8-0 -- ,7-)-0 — 4x6 --: 06 - Dead Load Defl. = 1/16
in
3X10 11 1 .5x4 11 3x4 --- 1 .
5x4 11 300 11 7-0-
0 LOADING (psf)
SPACING- 2-
0-0 CSI.
DEFL. in loc) I/deftUd TCLL 20.0 Plate Grip D, OL
125 TC 0.73 Verl(LL) 0-31 8-13 792 360 TCDL 10.0 Lumber DOL 1.25
BC 0,66 Vert(CT) 0.37 8-13 676 240 BCLL 0.0 Rep Stress Incir YES
WB 0,09 Hor'z(CT) 0.09 7 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MS
Wind(LL) 0.19 8-13 999 240 LUMBER - TOP CHORD 2x4 SP No.2
BOT
CHORD 2x4 SP No.2 WEBS
2x4 SP No.3 SLIDER Left
2x6 SP No.2 1-
6-
0, Right 2x6 SP No.2 1-6-
0 BRACING - TOP CHORD Structural wood sheathing directly
applied
or 3-
7-0 oc purfins. BOT CHORD Rigid ceiling directly applied
or
6-11-
13 oc bracing, helf-ek - recommends that Stabilizers and r
equir cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide, REACTIONS. (lb/
size) 7 825/Mechanical 2 =
888/0-3-
8 (min. 0-
1-8) Max Harz 2 68(LC 12) Max
Uplift 7
207(LC 13) 2
251(LC
8) Max Grav 7
825(LC 1) 2
888(LC
1) FORCES. (lb) Max.
Comp./Max, Ten. - All
forces 250 (
lb) or less except when shown. TOP CHORD 2-3=-356/
0, 3-
4=- 1310/
893, 4-5=- 11441903. 5-6=-1 310/
892, 6-7=-377/0 BOT CHORD 2-
10=-681/1139, 9-
10=-678/
1144, 8-9=-678/1144, 7-8=-681/
1139 NOTES- 1) Unbalanced roof live loads have
been
considered for this design. 2) Wind: ASCE 7-10;
Vult=l
50mph (3-second gust) Vasd= 1 16mph; TCDL=5.Opsf; BCDL=
5.Opsf; h=25ft; Cat. 11; Exp C; EncJ., GCpi=0.
18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever
left and fight 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
poncling. 4) This truss has been designed
for
a 10.0 pst 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 100
lb uplift at joint(s) except Ot=lb) 7=207,
2=251. LOAD CASE(S) Standard PLATES GRIP MT20
244/190 Weight:
82
lb FT =
10% Anthony 1.
Tornbc, t1l, P.F. Ww.;
O"T. W (M " 7' 80083
0W." W,* k t WVpw —4" * W,
k"r Sf— " 0*1 k' 1064 N'j., T— bf— 0 ' t" kh"U'W W-- **... it 1 44',1 St, Lucte Blvd, Itpoo.ttoo of tkis dowwnt. in spy
tares is jif-hIbIttil e11601 The -01to penomia. [to. 6 1 tool hom Fl, WA6 41 ""topyri'""'
WRC.EB2MLM B07 Hip I i I i
A0031140
Pierce, FL 34946, design@altruss.com Run: 8.120 s Dec 11 2017 Print: 8,120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 11:49:18 2018 Page 1
ID:zRSREVFep,ZFZ_OLY7U9jlztnLF-xh3mFgAR I 7Qpzh26ZEciFiRPONfbOiyYriYF5RzAgY?
1-0-01-9 0 0 2-8-0 9-0-0
U8 11
4x6 ----
46 1:
1.5x4 11 4x4 == 1,50 11 3x8 11
Dead Load Deft. = 1/8 in
11-8-0- 9-§7PL-,
9-0-0--
1 ---- --- -1
2-8-0 1- - - I - - - -I
9-0-0
Plate Offsets (X,y)—_j2:0-6-3,Q 0 21,[7.-
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in toc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.29 8-13 844 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) 443 8-13 572 240
BCLL 0.0 Rep Stress Incr YES WS 0.08 Horz(CT) 0.07 2 n/a n/a
BCDL 10.0 Code FBC2017frPI2014 Matrix -MS Wind(LL) 0.24 8-13 999 240 Weight: 85 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T2: 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No,3
SLIDER
Left 2x6 SP No.2 1-6-0,
Right 2x6 SP No.2 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-3-6 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 6-7-14 oc bracing.
IMitek
recommends that St-a---b-il-i--z-e-r-s--and --required I
cross bracing be installed during truss erection, in I
accordance ,-,,- ,-- with Stabilizerinstallationguide. _ ___ I
REACTIONS. (lb/size)
7 = 825/Mechanical
2 888/0-3-8 (min. 0-1-8)
Max Horz
2 = 83(LC 12)
Max Uplift
7 226(LC 13)
2 255(LC 12)
Max Grav
7 = 825(LC 1)
2 888(LC 1)
FORCES. (lb)
Max. Comp./Max, Ten, - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-534/0, 3-4=-1215/850,
4-5=-1038/894, 5-6=-1215/850,
6-7=-512/0
BOT CHORD
2-1 0=-606/1033, 9-1 0=-606/1038,
8-9=-606/1038, 7-8=-606/1033
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) 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) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Ot=lb) 7=226, 2=255.
LOAD CASE(S)
Standard
Non4m."fro Anthony T. Tom o III, RE.
80083
111*o, .1 W. * M.Au""—fo 140. 0% W"a,ivv P66.4 WIS. SKI., 4—W r4— 4451 St, Woe Blvd,
Foft Pief(e, Ft 34946ZtArik"ITAOMWILP1, R ohnien et skis dowwol"Rmy IN., il k"A I Roof ho'Sn Aqtboyllwoi.1111`1
Job Truss Truss Type Qty Ply RYAN HOMES I ESTERO BAY
WRCEB2MLM Coll Moncipitch 9 1
A0031141
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 11:49:18 2018 Page 1
ID:ta7uotTo57o0tNCWmTn2mQyhqgX-xh3mFgAR170pzh26ZEciFiRO_NfOOkFYriYF5RzAgY?
1-0-0 -8
1-0-0 5-1 (Y4
11,50 11
I
Dead Load Defl. = 1116 in
3x4 1,5x4 11
5 10-8
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/def! L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.21 4-7 327 240 MT20 244/190
TCDL 10.0 Lumber DOL 1,25 BC 0.66 Vert(CT) -0,11 4-7 624 240
BCLL 0,0 Rep Stress Incr YES WB 0,00 Horz(CT) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Weight: 23 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SIP No,2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-10-8 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizersandrequired cross
bracing be installed during truss erection, in accordance-
with Stabilizer Installation guide. REACTIONS. (
lb/size) 4 =
224/Mechanical 2 =
294/0-8-0 (min. 0-1-8) Max
Horz 2
118(LC 12) Max
Uplift 4
130(LC 8) 2 =
149(LC 8) Max
Grav 4
224(LC 1) 2
294(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 3-
4=-149/263 NOTES-
1)
Wind: ASCE 7-10; VuIt=1 50mph (3-second gust) Vasd=
1 16mph; TCDL=S.Opsf; BCDL=5.Ops(: h=15ft; 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; porch left exposed;
C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=
1.60 2)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads, 3) *
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, 4)
Refer to girder(s) for truss to truss connections. 5)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint(
s) except Ot=lb) 4=130, 2=149. LOAD
CASES) Standard
Anthony
T. lombo III, R.E. ONO80083rk., ,
it' kt.,i.
N
W t, 0 1. 1— U'p. tor f"— * i,- 4451
St. Lucie Blvd, FoO
Meru,, Fl- 34946 ztlRocilmu" A4ayl,60.0111,
WRCjEl32MLM
Al Roof Trusses,
COIGE I Monopitch Supported Gable
A0031
I truss.com Run: 8.120 s Dec 11 2017 Print: 8,120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 11:49:19 2018 Page 1
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-Pud8SOB3oRYgbrdi7x7xnx—iin957AMi4MHodtzAgY_
I--- --- -------- --
10-0 5-10-8
2
8
2X4
1.50 11
1.5x4 11
5
7
1.5X4 11 1,5x4 I
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0,00 1 n/r 90
TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 1 ntr 80
BCLL U Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-P
LUMBER -
TOP CHORD 2x4 SP No,2
BOT CHORD 2x4 SP No,2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-10-8 oc
purfins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
Mif6k recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation _guide,_
REACTIONS. All bearings 5-10-8.
lb) - Max Horz
2= 132(LC 12)
Max Uplift
All uplift 100 lb or less at joint(s) 6,
2,7,8
Max Grav
All reactions 250 lb or less at joint(s)
6,2,7,8
FORCES. (lb)
Max. Comp./Max. Ton. - All forces 250 (lb) or less except
when shown.
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)
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
ANSIITPI 1,
3) Gable requires continuous bottom chord bearing,
4) Gable studs spaced at 2-0-0 oc,
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 100 lb uplift at
joint(s) 6, 2, 7, 8.
8) Beveled plate or shim required to provide full
bearing surface with truss chord at joint(s) 2.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 2441190
Weight: 26 lb FT = 10%
117 F—'r- W""ooK., '.ftoft Anthony T. Tombo 111, P.E.
M380
Peep 9.0w— h" h
4451 $t, Lucie Blyd
Fart Pierce, FL 14946
Ar'1kowy1'I.0k1tLPJ' for"41,40 of this it (a"y last, " PlA. W4 0"i *t F"onsuot how A I teat IliumZI
Joe
1
1 russ I russ I ype
I pity Ply RYAN HOMES/ ESTERO BAY Q
A0031143WRCE62MLMC05ECommonGirder1
L 34946, design@altruss.com Run: 8.120 s Dec 11 2017 Print: 8,120 s Dec 11 2017 MiTek Industries, Inc, Fri Jun 1 11:49:20 2b18 Page I
ID:zRSREVFepZFZ—OLY7U9jlztnLF-t4BWgLCiZlgWC_CVgeeAK8XtVBV?seBr101M9JzAgXz
1 3-3-4
4x4
3x8 11
LOADING (pso SPACING- 2-0-0 CSL DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1,25 TC 0.10 Vert(LL) 0.00 1 n/r 90 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 1 n/r 80
BCLL 0,0 Rep Stress Incr NO WB 0.04 Horz(CT) 0.00 9 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix-R Weight: 60 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No,2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
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.
Mrf4krecommends'--- that Stabilizers - -- andrequired cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide. I - ---- ----- REACTIONS.
All bearings 13-3-4. lb) -
Max Herz 15=
67(LC 8) Max
Uplift All
uplift 100 lb or less at joint(s) 9, 13,
11 except 1 5=- 1 66(LC 4), 14=- 1 02(LC 8),
10=-103(LC 9) Max
Grav All
reactions 250 lb or less at joint(s) 9,
12, 13, 14, 11, 10 except 15=
537(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
15=-512/178 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): cantilever
left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60 3)
Truss designed for wind loads in the plane of the truss
only. For studs exposed to wind (normal to the face),
see Standard Industry Gable End Details as applicable,
or consult qualified building designer as per ANSI[
TPI 1. 4)
All plates are 1.5x4 MT20 unless otherwise indicated. 5)
Gable requires continuous bottom chord bearing. 6)
Truss to be fully sheathed from one face or securely braced
against lateral movement (i.e. diagonal web). 7)
Gable studs spaced at 2-0-0 oc. 8)
This truss has been designed for a 1 O.O psf bottom chord
live load nonconcurrent with any other live loads.
9) -
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 2-00 wide will fit between the bottom
chord and any other members, 10)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint(
s) 9, 13, 11 except Ot=lb) 15= 166, 14= 102, 10=
103. 11)
Hanger(s) or other connection device(s) shall be provided
sufficient to support concentrated load(s) 406 lb
down and 133 lb up at 0-1-12 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 .25 Plate
Increase=1.25 Uniform
Loads (plo Vert:
1-2=-60, 2-5=-60, 5-8=-60, 9-15=-20 Concentrated
Loads (lb) Vert:
2=-355 Anthony
1. Tombo Ill, R.E. W"
nl 80083 0"
4. " T— S A. Fq 0 ' kwo" Al 90"( 6(— TPI, i 44SI St. Lucie NA. 101pnImt2016AIRWIm'" Attho.y [. lomk 111. P.E. leplod.110s of thr, dol~, In 4fly latir is p0b,hatil 'tkw *e ."tif'o paw's'e. 114. A I R.Of laom Afliho" L 1000 111, F.F. Fort
Piet(p, Fl 34946
WRGEB2MLM Jul Corner Jack
RYAN HOMES / ESTERO BAY
A0031144
Fort Pierce, FL 34946,design@aItruss.comaltruss.com Run: 8,120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 11:49:21 2018 Page 1
ID:zRSREVFepZFZ—OLY7U9jiztnLF-LGlvthCKK2oNg8nhEM9PtM31 carWbS_?XgmvhmzAgXy
1 0-0 0-11-11
1-0-0 0-11-11
3X8 II
o i1-i1
LOADING psi) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1,25 TC 0.14 Vert(LL) 0.00 5 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 5 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(CT) -0.00 5 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 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 StabO¢ers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
5 - 150/0-3-8 (min. 0-1-8)
3 - 12/Mechanical
4 - 3/Mechanical
Max Herz
3 - 43(LC 9)
Max Uplift
5 - 113(LC 8)
3 = 12(LC 1)
4 = 3(LC 1)
Max Grav
5 - 150(LC 1)
3 - 32(LC 8)
4 = 13(LC 8)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-5=-144/264
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft;
Cat. 11; Exp C; End., 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) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 3, 4 except Ot=lb) 5=113,
LOAD CASE(S)
Standard
PLATES GRIP
MT20 2441190
Weight: 5 lb FT = 10%
XFMIr-lwif fNYk Wt l-{larf lnni;i{'ifillr 6EA:tti illMiryi Mi ttiM$t]41i7k'lNi AlCICr(ilrllfr lMR. tMt1!!N¢llltatlftS RtIMt M4tMHti1}OtdfS.[d(iMlili j A iM AI MIi tMkU iS!(.ldMR t41M!{}}PM gldt#SMSMkItf 411Mt Ml tlQl. MI{ _
MAttk:MtflM rfm}{tMl Mxnt lit Rf l9UNkn}}it_ 4}!!}WSpt}ipf lt¢Mif tit,Sttiltkt (IpMR ,A3}MMM71B'tlltSMtM Mttl tlllM pNn}itq M nttrYtl n}!M}limf'A'IM kt atMt !&tnlf {D!:(itf Mtf t Mh.Mbt tlFi. iktt4a tfNgaNla.IM/df}iMtax3.{MMtt Anthony T. TCn1bo II:, P.E.
1#uaasr,fs4,snwimer,1k }upr}aNn d>k a.M,l§e o.M;fw mHt eMu Mt taIxq wspr...droe,MMaiie tt.:lrik>i rAe war t.a+p rk Mama. 1t K#n eia!oawmnaN#Meaetns}. a;irf.Mtwq. }a,tµ. aatuMM adaM} ar4 n,ptwdeia 80083
kRki'4'Ftdl4{M'INtM'M1b. F{:MR}uiM4RalU¢MIMfK01Nt}MQlJdNMfNIMNdffqCMprM4AM!}y4.MAMiilrlfWSMtaFtfiMIStAMt[NgeatfrllptMn #itlMi 1!'tlM a}4t(Mlttt}A[A tfMQM?k4k4+1a4}4Rtit¢tM.litttl}t}4ftrlAMlMtttrv4NlMklrM.M #i 4451 St. Lucie Blvd,
ennt fM/xe.r Ms tpn4 xua.nnph Ml prMx aeHttd Iklnxs St}EgiMtr it dGi kelwaMY sss:pe.Mlns ee4a iapMM rfMl Mdka! tl uymhttt Ma#aaa}felmMMtlFL Fact Pierce, rL :i4Q46
fepyu}kt tPRidFItoalGquts-AotMesYLlombaHLP.E. RopledottiooattkisdowwritmCRY tort, isproliABtdwttkoutthteutttaPtumisuithot klRoot irtssts-Avirmsyl.lotbollLP1
Job Truss
WRCEB.2MLM ICJIB RYAN BAY Q
CORNER JACK 11 1 11 A0031145
34946, Run: 8,120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 11:49:21 2618 Page I
ID:zRSREVFepZFZ---OLY7U9ilztnLF-LGlvthCKK2oNq8nhEM9PtM33tarWb5-?XgmvhmzAgXy
0-9-11
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/def! L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0,06 Vert(LL) 0.00 4 999 240 MT20 244/190TCDL10.0 Lumber DOL 1.25 8C 0.03 Vert(CT) 0.00 4 999 180
SCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a
6CDL 10.0 Code FBC2017fTP12014 Matrix -MR Weight: 3 lb FT = 10%
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 0-9-11 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing-
Mifek recommends that ttabilizers and required _
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide
REACTIONS. (lb/size)
4 = 26/0-1-8 (min. 0-1-8)
2 19/Mechanical
3 = 7/Mechanical
Max Hor-z
4 30(LC 9)
Max Uplift
4 1(LC 10)
2 19(LC 12)
3 = 9(LC 9)
Max Grav
4 26(LC 1)
2 19(LC 1)
3 13(LC 10)
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 & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * 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.
4) Refer to girder(s) for truss to truss connections,
5) Provide mechanical connection (by others) of truss
to bearing plate at joint(s) 4.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 4, 2, 3.
LOAD CASE(S)
Standard
k ll "o ' 1"'TJt
fee 0"V'f'4;q' 1";' t"'M .* 1W." 'ol. VI An hony T. Tombo Al, P1. toll. 0 *' T- rower 0 r- 1- flo, flow" -11*1114 WN x fee 1.*q D,,vr r. mef. 0 N K * 4: * to WO ellool M I h.W wlt 0 * I-, oJ'6.j k*4, wort, 4,100" .1 k,.,q z $0083
fell 4451 St. Lucie Blvd,
opytilm V 7016 4 1 toot Ifusits Replogo(lios of Ill's tolumeal, 1. ell later, 4 feohillotd ithollt the .6ree femisim floe A-1 101 holies
Fo,( Pierce, FL 3494641 ""' """
Job
I
Truss Truss Type Qry Ply RYAN HOMES / ESTERO BAY v2
WRQEB2MLM CJ2 Corner Jack 4 1
A0031146
Job Reference (gptional
Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 11:49:22 2018 Page
ID:ta7uotTo57o0tNCWmTn2mQyhggX-gTJH51 Dy5MwESILto3gePZcDG_A_KYE8mKWSDCzAg.
1-0-Q 1-5-11
1-0-0 - 1-5-11
30 : -=
1-5 11
LOADING psf) SPACING- 2-0-0 CS1. DEFL. in loc) Ildeg L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(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 4 n/a n/a
BCDL 10.0 , Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.00 5 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
SOT CHORD 2x4 SIP 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 - 23/Mechanical
2 - 139/0-8-0 (min. 0-1-8)
4 = 15/Mechanical
Max Horz
2 - 32(LC 8)
Max Uplift
3 - 14(LC 9)
2 - 110(LC 8)
4 - 13(LC 9)
Max Grav
3 - 23(LC 1)
2 = 139(LC 1)
4 - 19(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=S.Opsf; BCDL=S.Opsf; h=15ft;
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; porch left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 3, 4 except (jt=lb) 2=110.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 6 lb FT = 10%
I%
aay-rMeu har^Id!rnda ra'1-U26z 0U}SfT'tEUfA'), 6EAHA[fAdfa(f11RM4('If13x,Mtl",-xCA1GFiffoAl[Ai"Iac. fnrArlrup pmaas al rcatxln xrns leers 9eo-p Usasp{t(U; xi iAt jdlnry i. [swaat.r tdaear'Am'aiar ns Udm athx•sr sMe/rohe [UU, mY
eYtetxw:M rmp•yednnMMRr IUUbxrdd.4se'rx: UrnpfgrxaNt. SsetaM iNaeer; as udxsn iUU ryerexsroacepaxedsMpdnaad a4nx•iq esexsaaar 9; tk fes p,diM s:egftnskessid%de tUU silt.rda t?4J infes pxnswUnan. IUdap sxxoxs. smookt Anthony T. Tombo 111, P,E.
xl rxdfGxr utta4lM}is 9r rssmwNiatdM`J»m.IkQ.ur`s amntN egwFstk tpliaU 9nga+,atl;xna d441K.5efN ka Mil Y.Y:ag;dex!(+rl ik Marx dxe=aUWrry USNtrx dAe Lus. vxlx6q ewlLy.. mMgt xsn 4laedxx#y sedlM Lb wnwtrd a8t1683
as l.kry txxgrr xf [sax»:. +w..essawaMfW atl+matxes sdne MMq cayxax srtw r oaa.; duad , tMxf saga: rdp a as p we >ri x, n•npro as: sxar ursder t:ns aes«r f,>e,,oi pra xrrm;n ±pax: 4451 St, Lucie Blvd.
rksMsrf tYto:atyrtN s>NamAp tt d!lwn ai ikt stksgr,:gwxer as lCl FR IArot 9+spa alias snba£><xarlop brd6a}Allw.z+asas acnfdaefnlBi. tort Rene, rl 34946
op7g1tt0?hi6AIloot Crosses- Aatpaeyt.Jomho IA.p.1-Iteplorlo aofthisiocamem,isair torn, is pto660eA wiMom thewritten pvroilioo trim Ad toot trasus Aafioay t. tempo 111, R.E.
Ply
WRCEB2MLM JCJ3 (Corner Jack
BAY v2
A0031147
At Roof Trusses, Fort Pierce, FL 34946, design @a 1 truss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc, Fri Jun 1 1-11-:49232-618-Page --1
ID:zRSREVFepZFZ—OLY7U9jlztnLF-iftflNEasg253Sw3MnBtyn9NhOVL3?UH_FOlezAgXw
11-...---- - --- ----------
1-0-0 2-11-11
2-11 11__ 2-
11-11 LOADING (
psf) SPACING- 2-0-0 CS1. DEFL. in 1m) I/deft L/d PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.00 4-5 999 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.01 4-5 999 240 BCLL
0.0 Rep Stress Incr YES WB 0,00 Horz(CT) -0.01 5 n/a n/a BCDL
10.0 Code FBC2017ITP12014 Matnx-MR Wind(LL) -0.00 4-5 999 240 Weight: 12 lb FT = 10% 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. MiTek
recommends that Stabilizers and required cross
bracing be installed during truss erection, n accordance
with -Stabilizer, Installation guide. REACTIONS. (
lb/size) 5
194/0-3-8 (min. 0-1-8) 3
69/Mechanical 4
28/Mechanical Max
Herz 3 =
72(LC 9) Max
Uplift 5
104(LC 8) 3
25(LC 12) Max
Grav 5
194(LC 1) 3
69(LC 1) 4 =
51 (LC 3) FORGES. (
lb) Max.
Comp./Max, Ton, - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
5=-182/331 NOTES-
1)
Wind: ASCE 7-10: Vult= 1 50mph (3-second gust) Vasd=
116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat.
11; Exp C; End., 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)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads, 3) *
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. 4)
Refer to girder(s) for truss to truss connections. 5)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint(
s) 3 except Ot=lb) 5=104. LOAD
CASE(S) Standard
41
U.
4 Anthony
T. Tombo '11, P.E. 0Wto"" lump-ookh 0 10— k 0.." "N'Trif WX a to 1.10,4 Do'cpw . k'.49 0 he In * A:ant fic, Weer I." *' .4 KI l..W.0 0 lk Mow "! 4M.. 0 he i— .1'" takett vw, ww. ow lh.00I AO 4 1. f.'I.W,, or g 80083 ' 44$
1 St, Lucie Blvd. herFort
Preece, FL 34946 opytight
0 2016 A I keel Imm Annfacy I. lontloo IIL P1 ttpoolvdiot of Ms iourontra,m coy farm,is ptokibiled withool the nrtet frowssioc hot A-1 40.1 frosm Alithe'! 1, locilro III, P.E.
Job Truss Type Ply RYAN HOMES / ESTERO BAY v2
WRQEB2MLM CJ13B
jqb Reference _(optional — - - ---- ----- - - - -- - -------
AOO - 3 " I - 1 " 4 - 8 -1
Truss
Corner Jack IQy
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 11:49:24 2018 Page 1
ID:zRSREVFepZFZ__OLY7U9jlztnLF-mrRlVjFCdzAyhcVGvUi6U_hXloq v
2-9-"____ _
t5*
3x3 11
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d PLATES GRIP
TCLIL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.00 3-4 999 360 MT20 244/190
TCDL 10'0 Lumber DOL 1.25 BC 0.15 Vert(CT) 0.00 3-4 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a
BCDL 110.0 Code FBC2017frPI2014 Matrix -MR Wind(LL) 0.01 3-4 999 240 Weight: 10 lb FT = 10%
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 2-9-11 oc
purims, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
M ifek recommends ---- that Sfalbfize r-s-anand required
cross bracing be installed during truss erection, in
r InstallationewithSeguide. 111 -,-- Stabilizer REACTIONS. (
lb/size) 4
104/0-1-8 (min. 0-1-8) 2 =
73/Mechanical 3 =
31/Mechanical Max
Horz 4
60(LC 9) Max
Uplift 4 =
13(LC 12) 2
60(LC 12) Max
Grav 4
104(LC 1) 2
73(LC 1) 3 =
50(LC 3) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. NOTES-
1)
Wind: ASCE 7-10; VuIt=1 50mph (3-second gust) Vasd=
1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat.
11; Exp C; End-, 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)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads. 3) *
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. 4)
Refer to girder(s) for truss to truss connections, 5)
Provide mechanical connection (by others) of truss to
bearing plate at joint(s) 4. 6)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint(
s) 4, 2. LOAD
CASE(S) Standard
WWI
1" t"r wttpotu " zooW." "mt1w, Anthony T. Tombo ill, P,E r $
0083 4451
St. Lucie Blvd. Fort
P:erce, FL 34946 opyrighl
0 7016 A I Roof Imsts Anthony 1, lomb III, P.I. Repot"Not of IW& #Kmot'a CRY (WE, is limbililed ..thw N winea lit(mission hots A-1 Root Imsts Apthony 1, I.Mho [it, PA,
Gil
WRCEB2MLM I CJ4 I Corner Jack
Y Q
A0031149
JAtRoofTrusses, Fort Pierce, FL 34946, designQaltruss.com on: 8,120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 11:49:24 2618 Page I
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-mrR1VjFCdzAyhcVGvUi6U_hY9oqloSkRDe?ZI47AgXv
1 -0 -5-11
1-0-0 3-5-11
3x4 -:
3-5-11
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defi L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.02 4-7 999 240
TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.01 4-7 999 240
BCLL 0.0 Rep Stress Incr YES we 0.00 Horz(CT) -0.00 2 n/a n/a
BCD L 10.0 Code FBC2017/TP12014 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No,2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-5-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTelo recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with 'Stabillizer, Installation guide,
REACTIONS, (lb/size)
3 81/Mechanical
2 205/0-8-0 (min. 0-1-8)
4 46/Mechanical
Max Horz
2 53(LC 8)
Max Uplift
3 51 (LC 8)
2 148(LC 8)
4 36(LC 8)
Max Grary
3 81 (LC 1
2 205(LC 1
4 59(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=1 5ft;
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; porch left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1 .60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads,
3) * 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 3, 4 except Ot=lb) 2= 148,
LOAD CASE(S)
Standard
0
PLATES GRIP
MT20 2441190
Weight: 12 lb FT = 10%
40 nc'twilk Tlwi VWicro Ftl0lo'Wlr; VWw"ttiolklir I.,
Ca
W- 0 %"r Z.." q.. k 0.0", ~Zd iqov' flo NO" wl 0 k tK' 1, V, * r. Wig 10";'o Anthony T. Torntio Ill, R.E. 4.0KI
4z 80083
i6m t":01W fr'4 mq 11,11 oft -od 4451 St, Lucie Blvd, Zt *?"Olt ATI b"01 ArithokyL iornto 111, PJ. litpokfiroo of li ilowintid, in opy lorro, ii irrobilided -illicin tht -neii perinvistoo horn At toot homi AothoPyT,I*MbolIlj,j.
Fort Mercer, FL 34046
Job Truss
C
Truss Type Qty Ply
JRYAN
HOMES / ESTERO BAY V2
A003 1 1 50
WRCEB2MLM J5 Corner Jack
Job Reference tonqq
Al Roof Trusses, Fort Pierce, FL 34(46_,design —al —tru s s, com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Fri Jun 1 11:49:25 2018 Page 1
ID:zRSREVFepZFZ — OLY7U9jlztnLF-E2_Pj3GqOHIpJm4STCELICEe?C9JXv—aSll7qX7AgXu
1-0-0 4-11-11
3x10 11
4-11-11
4-1
LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC OA3 Vert(LL) 0.02 4-5 999 360
TCDL 10,0 Lumber DOL 1125 BC 0.23 Vert(CT) 0.05 4-5 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0,02 5 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MR Wind(LL) 0.03 4-5 999 240
LUMBER -
TOP CHORD 2x4 SP No,2
BOT CHORD 2x4 SP No.2
WEBS 2x6 SP No,2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-11-11 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 S.—ta kbh'z_e_rInstallation guide _ ___
REACTIONS. (lb/size)
5 271/0-3-8 (min. 0-1-8)
3 124tMechanical
4 54/Mechanical
Max Harz
3 106(LC 12)
Max Uplift
5 131 (LC 12)
3 46(LC 12)
Max Grav
5 271(LC 1)
3 = 124(LC 1)
4 87(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-5=-252/460
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=1,60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * 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-" wide will fit between the
bottom chord and any other members,
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 3 except at=lb) 5= 131.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 18 Ito FT = 10%
4
141-opo-st, pw'wm "'oi so 130ft —W, kw - own lip-11 i, St." to w orliettilro k po4, N!, 100 vilt earn Too "Roki" Anthony T. Tombo ill,, P.E.
4 . 0 W, l"'i 4"r 1.01sq'i fit 0 At 'N., r. 0.." "Willi qW " no toffiq kiteet, . r. ,Vti 0 1% K, 1. V .4 tO Wit 1" A W KI :4 Win, 0 ft 100 &W n! W ot if tkm *de" kom", Alop, mitifithoo at kviq At, eel **_Vli 0 r 80083
so 4451 St. Lucie Blvd. 1 Fo,t Pierce, FL 34946
opplin 0 2016 A I toot passes- AA0,Y1.10441101 Reptodonvok of lit's towe"I"A asy form, n plohihiltil .4heintht trines Felantsusa hop A-1 tool 11"iel
Job Truss
WRCEB2MLM Cj%
russ
Comer Jack
RYAN HOMES / ESTERO BAY Q
A0031151
Pierce, FL 34946, design@a1truss.com Run: 8.120 s Dec 11 2017 Pdri : 120 --'s' -,Dec-- I I- '2"-0-1-7--M-i-T,e-,k-in--d-u-s,t-ri,-es—, ln-c-.--Fri- Jun --1 -1 1-8-page , 1
ID:zRSREVFepZFZ—OLY7U9ilztnLF-iEYowPGS9bQgwwfelvlaaPno2bUzGMDkhyUgMzzAgXt
4-9-11
4-9-11
3x:
3x4
4-9-11
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0,48 Vert(LL) 0.02 3-4 999 360
TCDL 10.0 Lumber DOL 1.25 SC 0-27 Vert(CT) 0.05 3A 999 240
BCLL 0,0 Rep Stress Incr YES WB 0,00 Horz(CT) 0.03 4 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) 0,03 3-4 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
SOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-9-11 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,
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
4 184/0-1-8 (min, 0-1-8)
2 128/Mechanical
3 56/Mechaniral
Max Hor7,
2 90(LC 9)
Max Uplift
4 = 80(LC 12)
2 59(LC 12)
Max Grav
4 184(LC 1)
2 128(LC 1)
3 = 88(LC 3)
FORCES, (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
TOP CHORD
14=-179/310
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd= 1 16mph; TCDL=5,Opsf; BCOL=5.0psf; 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) This truss has been designed for a 10,0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tell by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections,
5) Provide mechanical connection (by others) of truss
to bearing plate at joint(s) 4.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 4, 2.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 16 lb FT = 10%
W" R.. -A I up W%jl: IRKS t 0401106 (T9A'-M'T: VW kErVIATI"., Witt k,ip mw, W,,a W,, . t*, l,"' k"r Arinof I 1'.k' W, I ( to... %W 4*—, '100 . fl, M wo
at strttlrrR rs4=m,kt An,,hmy T. Tmbo 11, P.E. oo lk 11"" llk"I 0rwn oft
Ail 4451 St. Lucie Blvd, ZE (opylifill 07016 A I knot basses Aitholyl,lombi, ill F'L hp(odwicitofth'i defumem, in coy tolm, klitehibiled withwtht rnitee pelanss,"hom A I RoofIrmes AnthnnyU Tomboill, PL,
Fo,t Pipice, FL 34946
v2
WRCEB2MLM D05E Monopitch Supported Gable 2 1
A0031152
Job Reference a tonal
m __._tom__ __- --
At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8,120 s Dec 11 2017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Fri Jun 1 11:49:26 2018 Page 1
ID:ta7uotTo57o0tNCWmTn2mQyhggX-iEYowPGS9bQgwwfe 1 vlaaPnuhbX9GLjkhyUgMzzAgXt
1-0-0 4-11-8
a
6 5
2x4 - 1,5x4 II 1.5x4 II
5-0-0
5-0-0
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 0,12 Vert(LL) 0,00 1 n/r 90 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 1 n/r 80
BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 21 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-11-8 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek reoammends that StabtUzers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide
REACTIONS. (lb/size)
5 - 43/5-0-0 (min.0-1-8)
2 - 169/5-0-0 (min.0-1-8)
6 - 233/5-0-0 (min.0-1-8)
Max Horz
2 - 113(LC 12)
Max Uplift
5 = 20(LC 12)
2 - 56(LC 8)
6 - 106(LC 12)
Max Grav
5 - 43(LC 1)
2 - 169(LC 1)
6 - 233(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
3-6=-206/325
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;G-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
3) Gable requires continuous bottom chord bearing.
4) Gable studs spaced at 2-0-0 oc.
5) This truss has been designed for a 1 O.O 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 100 lb uplift at
joint(s) 5, 2 except (jt=lb) 6=106.
LOAD CASE(S)
Standard
V0.411.4 W4t Kof 11M0 "'it((r',RM ift I iMOW XT. OAK - [I'= A11010wNr IH4 W!Bkt* htfikiv D-or i!Dp:*,Ake 14.k K I j t,*., iow W., ik la Of, E
E d4?
al r ts#Nkcit4l?k Me na,aa ti i,i , snz»,raq>Aa n„n+aaRs .z:,n sasu as ran a: ar q,e, aa, oa a ahau hn,a«a m taa .. abr In-;. tk tes pnw n,;wan;a .es. ,,gym. Anthony T. Tomto il', P.E. a/
n aro.l*+s iq a?ba Ml'4tl r<M+!>Gwl e".eretxirf gevu 9e tagJesapnr.ede»andRe.qn R€wG A ud 7af}cOr ml7p.t Fp QNakd r it al!MN4 wkdIrexS.+uwHl4l sNet}. esziN kaM kaM 4A kt»eM+sndhM *. ar
kiNei A=iipu Wiwamtw. AN mn'.s cN u+a nxf W! ptt Rs wkf„ktuat Ref tba{Eaagw..tt Sdeh W—klry NrArumm/S k.iwpr ,"'—WaeendpNnv. m—esM+iistrot i#'W d M1 1—k"" 1-4W fiq—M ir.,*w*a rns4st = 8oe AlirAne!@etw xi }.ectw naw4N psWfa H. A,@na@mgty+rm ss t9'Se . iaWq ksgett r xs $we CwMaa dwr kdhq, lk gpdt:N kr.xi u: Mtaafntt4 i. 4a5t
St. WC 61vd. FOQ Pief(,
Ft 34946 opyeiyAs t016
A I Root lwwt-Ae leaY t, (mQke Po. F-E- tep cdamw cl skis dxuaaeat, is eist lam, n plakibitc4 r ttRout eke rii4aa p¢mcsiiek trmn k 4 teal Gases AxThoay t Tomko lU: R.t.
JOD 1 russ I russ i ype Uty Ply RYAN HOMES I ESTERO BAY
WRCEB2MLM D06 Monopitch 10 1 A0031153
com Run: 8,120 s Dec 11 2017 Print: 8.120 s Dec 1
4-11-8
1-0-0 -
3
A6
2x4 4
5-0-0
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 0.38 Vert(LL) 0.02 5-8 999 360 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(CT) 0,05 5-8 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 400 2 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Wind(LL) 0,05 5-8 999 240 Weight: 20 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No,2
BOT CHORD 2x4 SP No,2
WEBS 2x4 SP No,3 LOAD CASE(S)
BRACING- Standard
TOP CHORD
Structural wood sheathing directly applied or 4-11-8 oc
purlins, except end verticals,
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
Kiii T-ek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide,
REACTIONS. (lb/size)
5 = 190/Mechanical
2 259/0-8-0 (min. 0-1-8)
Max Horz
2 113(LC 12)
Max Uplift
5 84(LC 12)
2 79(LC 12)
Max Grav
5 190(LC 1)
2 259(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 & MWFRS for reactions shown; Lumber
DOL=1,60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at
joint(s) 5, 2.
1 , I— On." Eto—I ," S", I" *,W w IN!kf'—t' ..'"a 9 k P-ido V IM 4"t, v N ff' twilt.. $1 in "t, -*t, M I Al tt j' mapft' Anthony T. Tomho !I!, R.E.
0 r. !""' *I" k4k," w" gow. "t W..;t Sw " 0--wi! 0
r4da, 0 r. W*q wflr lv,tvto* ,Kv; pv.*d " 11114 Au .' 0—'A F4— IF, I k*i W ", 0 %, 1- 1", 3
1 $0083
141
4451 St. Lucie Blvd, 1101plypti-1ki 0 7016 A I tool ksm Antho'y 1, lombo III, PJ, bproilvdial of M3 iotmot"Attly lew n FrohMed W4041 tht wfittto pelmmsn Itom AA Root Itow, hothoo, I. lombo III, PA.
Fort Pierce, FL 34446
Job I Truss Truss Type
WRCEB2MLM FG1C FLAT TRUSS
I- - -- --l-1- - ---I-"--- - - ----- - ----
Al-RWOTmsses, Fort Pierce, FL 34946, designoal truss.corn 120s
Wil BAY Q
A0031154
n Jun 1 11:49:27 2018 Page
Gp6dJww?jq?k2tvcEDuPzAgX
3-7-9
Dead Load Defl. = 7/16 in
3x3 [I 5x6 =
Z)XD --- 4XtS
700 MT20HS---- 3x3 11
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d
TCLL 20.0 ePlate Grip DOL 1.00 TC 0,66 Vert(LL) 0.26 11 945 360
TCDL 10.0 Lumber DOL 1.00 BC 0,74 Vert(CT) 0,71 11 339 240
BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(CT) 0,07 8 n1a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.26 11 913 240
LUMBER -
TOP CHORD 2x4 SP 2400F 2.0E
BOT CHORD 2x4 SP 240OF 2,0E
WEBS 2x4 SP 2400F 2.0E *Except*
Wl: 2x6 SP No,2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-11-1 oc
purlins, except end verticals,
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. lb/size)
14 = 4025/0-7-4 (min. 0-1-8)
8 = 3985/0-7-4 (min. 0-1-8)
Max Horz
14 42(LC 6)
Max Uplift
14 195(LC 4)
8 = 274(LC 5)
Max Grav
14 = 4025(LC 1)
8 3985(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-14=-3811/178,1-15=-10604/159,
15-16=-106041159, 2-16=-10604/159, 2-17=-17061/303,
3-17=-170611303, 3-18=-19413/419, 4-18=-
19413/419, 4-19=-19413/419, 5-19=-19413/419, 5-20=-1
7165/297, 6-20=-1 7165/297, 6-
21=-10609/154, 21-22=-10609/154, 22-23=-10609/
154,7-23=-10609/154, 7-8=-3773/
258 BOT CHORD 14-24=-24/529, 13-
24=-24/529, 13-
25=-159/
10604, 25-26=-159/10604, 12-26=-159/
10604, 12-27=-301/17141, 11-27=-301117141, 11-28=-
299/17084, 10-28=-299/17084, 10-29=-154/
10609, 29-30=-154/10609, 9-30=-
154/10609, 9-31=-10/525, 8-31=-101525
WEBS 1-13=-146/10519,2-13=-2830/
0, Continued on page 2 WEBS 1-
13=-
146/10519, 2-13=-2830/0, 2-12=-
1 55/6754, 3-
12=-
1687/0, 3-1 1=-1 28/2381,
4-11 =-1068/0, 5-11 =-125/2437, 5-
10=-1691/0, 6-10=-149/6850, 6-9=-282610,
7-9=-150/10529 NOTES- 1) 3-ply
truss to be connected together with 1
Od 0. 131 *xX)
nails
as follows: Top chords connected as follows: 2x6 - 2 rows staggered
at 0-9-0 oc, 2x4 -
I row at 0-7-0 oc. Bottom
chords connected as follows: 2x4 - 1 row at 0-9-O 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= 1 50mph (3-second gust)
Vasd=l 16mph; TCDL=
5.Opsf; BCDL=5.Opsf-I 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) All plates are MT20 plates unless
otherwise indicated. 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 100
lb uplift at joint(s) except (it --lb)
14=195, 8=274, 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. PLATES GRIP MT20 244/
190 MT20HS 1871143 Weight: 293 lb FT = 10% 10) Hanger(s)
or other
connection device(s)
shall be
provided sufficient to support concentrated
load(s) 262 lb down and 154 lb up at
0-2-12, 143 lb down and 57
lb up at 1-0-0, 137 lb down and 33 lb up at 3-
0-0, 211 lb down and 48 lb up at 5-0-0, 211 lb down and 48
lb up at 7-0-0, 211 lb down and 48 lb up at 9-0-
0, 211 lb down and 48 lb up at 10-34, 211 lb down and 48 lb up
at 11-6-8, 211 lb down and 48 lb up at 13-6-
8, 211 lb down and 48 lb up at 15-6-8, 137 lb down and 33
lb up at 17-6-8, and 143 lb down and 57 lb up at 19-
6-8, and 262 lb down and 208 lb up at 20-3-12 on top chord,
and 137 lb down and 89 lb up at 2-0-0, 137 lb
down and 89 lb up at 4-0-0,137 lb down and 89 lb
up at 6-0-0, 137 lb down and 89 lb up at 8-0-0,
137 lb down and 89 lb up at 10-0-0, 137 lb down and 89 lb
up at 10-6-8, 137 lb down and 89 lb up at 12-6-
8, 137 lb down and 89 lb up at 14-6-8, and 137 lb down and
89 lb up at 16-6-8, and 137 lb down and 89 lb up
at 18-6-8 on bottom 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 DO Plate lncrease=
1.00 Uniform
Loads (
plo Vert: 1-23=-185, 7-23=-60, 8-
14=-20 Concentrated Loads (
lb) Vert: 1=-
262 7=-262 3=-211 11=-275(8) 4=-211
5=-211 15=-
143 16=-137 17=-211 18=-211 19=-211 20=-211 21 =-
1 37 22=-1 43 24=-1 37(B) 25=-1 37(
B) 26=-137(B) 27=-137(B) 28=-137(B) 29=-137(B) 30=- 1 37(
B) 31 =- 1 37(B) 2) Dead + 0,75 Roof Live (balanced) +
0,75 Attic Floor: Lumber Increase=11.00,
Plate Increase=1.00 Uniform Loads (plf) Vert: 1-23=-205,
7-23=-50, 8-14=-20 Concentrated Loads (
lb) Vert: 1 =-
213 7=-213 3-184 11 =-237(B) 4=-184
5=-184 15=-
120 16=-119 17=-184 18=-184 19=-184 20=-184 21 =-
I 19 22=-120 24=-1 18(B) 25=-1 18(B)
26=-1 18(B) 27=-1 18(B) 28=-1 18(B) 29=-1 18(
B) 30=-1 18(B) 31 =-1 18(B) 14) Dead: Lumber Increase=0.90, Plate
Increase=0,90 PIL metal=0.90 I
Pot "Si's"SfUllr WW plop APINAMfor I., Will doap
f-attt W tyOw"
Wtk Josof I I" W, F( Itert.- %tetcf-' ""Owew NO.& 100, *T KII-tof"smit d 0*14h."14 4L. 'wu litup M qu'W Ot-ow,
ON PiWticil N our, Opt "* "t, Wit! . lop Off OA. KI Anthony T. Tombo 117, PE, I" k"*t'W4c ."0. .0 ktroy Air H oc t"W- 0 z 80083
4451 St, Lucie Blvd. 0- W" fit "Okoa OOof - 0 -1" il 01 W- Mid
If' 1- G-7
i" 4 W N N" Itill- e IMI iflItt '4W 0 -F 04AM All 1401WA W-1 ott - to'w - III I Fork Pierce, FL 34946 ReptWo(fieft of llf. dotumip,m coy fouo, it puthilified ithout dit witypt Fouriissuis hom
A I Roof Twits hofhoftyU lootbo III, PA. zi 'o"
JOD I russ Truss Type
WRCEB2MLM FlGlC FLAT TRUSS
YAN HOMES / ESTERO BAY v2
A0031154
truss,com
LOAD CASE(S)
Standard
Uniform Loads (ptf)
Vert: 1-23=-185,7-23=-20, 8-14=-20
Concentrated Loads (lb)
Vert: 1 =-65 7=-65 3=- 102 11 =- 1 22(B) 4=- 102 5=- 102
15=-52 16=-64 17=-102 18=-102 19=-102 20=-102
21 =-64 22-52 24=-6 1 (B) 25=-61 (B) 26=-61 (B)
27=-61 (B) 28=-61 (B) 29-61 (B) 30=-61(6) 31 =-61 (B)
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 (pI0
Vert: 1-23=-134, 7-23=-29, 8-14=-20
Horz: 1-14=31
Concentrated Loads (lb)
Vert: 1 =65 7=1 05 3=26 11-124(B) 4=26 5=26 15=37
16=20 17=26 18=26 1 9=26 20=26 21 =20 22=37
24=62(B) 25=62(B) 26=62(B) 27=62(8) 28=62(B)
29=62(B) 30=62(B) 31 =62(B)
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 (plo
Vert; 1-23=-134, 7-23=-29, 8-14=-20
Horz: 1-14=-8
Concentrated Loads (lb)
Vert: 1=65 7=105 3=26 11=124(B)4=26 5=26 15=37
16=20 17=26 18=26 1 9=26 20=26 21 =20 22=37
24=62(B) 25=62(B) 26=62(6) 27=62(B) 28=62(B)
29=62(B) 30=62(B) 31 =62(B)
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 lncrease=1,60
Uniform Loads (plo
Vert: 1-23=-134, 7-23=-29, 8-14=-20
Horz: 1-14=24
Concentrated Loads (lb)
Vert: 1=65 7=105 3=26 11=124(B) 4=26 5=26 15=37
16=20 17=26 18=26 19=26 20=26 21 =20 22=37
24=62(8) 25=62(B) 26=62(B) 27=62(B) 28=62(B)
29=62(B) 30=62(B) 31=62(6)
18) Dead + 0,75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0,6 MWFRS Wind (Neg. Int) 2nd Parallel):
Lumber lncrease=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-23=-134, 7-23=-29, 8-14=-20
Horz: 1-14=-5
Concentrated Loads (lb)
Vert: 1=65 7=105 3=26 11=124(B) 4=26 5=26 15=37
16=20 17=26 18=26 19=26 20=26 21=20 22=37
24=62(B) 25=62(B) 26=62(B) 27=62(B) 28=62(B)
29=62(6) 30=62(B) 31=62(B)
11 2017 Print: 8,120s Dec 11 2017 MiTek Industries, Inc. Fri jun---1 -11-:4-9--:-2-8--2-Cr-18--Rage -'2
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Ilear pmu
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4451 St, ["Cie Blvd,
kepd"(1i0ft of lhts korneffi, in O#Y lum, k p4iboeol withow the wilt" Femilsi" hom A-1 1101 Imm
Fart Pierce, FL 34946
RYAN HOMES / ESTERO BAY v2
WRQE62MLM I FG2 I Flat Girder K
3-6-3
A0031155
itia in
2x4 11 2X4 11
LOADING (ps" SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1,00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr NO
BCOL 110.0 Code FBC2017rTP12014
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP N0.2
WEBS 2x4 SP No.3 *Except*
Wi: 2x6 SP No-2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-8-7 oc
purfins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing,
REACTIONS. (lb/size)
8 1925/0-7-4 (min, 0-1-8)
5 1626/0-7-4 (min. 0-1-8)
Max Horz
8 38(LC 6)
Max Uplift
8 299(LC 4)
5 150(LC 5)
Max Grav
8 = 1925(LC 1)
5 1651 (LC 2)
FORCES. (lb)
Max, Cornp./Max. Ten, - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-8=-18661287,1-9=-3632/248,
9-10=-3632/248, 2-10=-3632/248,
2-11 =-3632/248, 3-11 =-3632/248,
3-12=-3632/248, 4-12=-3632/248,
4-5=-1543/98
BOT CHORD
6-7=-24813632, 5-6=-58/332
WEBS
1-7=-280/3551, 2-7=-98310, 3-6=-1067/46, 4-
6=-200/3457 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: 2x4 - 1 row at 0-
9-0 oc. Webs
connected as follows: 2x4 - 1 row at 0-9-0 oc. CSL
DEFL. in loc) I/defl L/d TC
0.53 Vert(LL) 0.06 6-7 999 240 BC
0.75 Vert(CT) 0.12 6-7 974 240 WB
0.85 Horz(CT) 0.01 5 n/a n/a Matrix -
MS 2)
All loads are considered equally applied to all plies, except
if noted as front (F) or back (6) 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)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=1 5ft; Cal.
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); end
vertical left exposed; porch left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60 4)
Provide adequate drainage to prevent water ponding.
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-M 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 100 lb uplift at joint(
s) except Ot=lb) 8=299, 5= 1 50. 8)
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. 9)
Hanger(s) or other connection device(s) shall be provided
sufficient to support concentrated load(s) 418 lb
down and 277 lb up at 0-2-12, 142 lb down and 53 lb
up at 1-0-0, 137 lb down and 30 lb up at 3-0-0, 210 lb
down and 129 lb up at 5-0-0, and 288 lb down and 168
lb up at 7-0-0, and 288 lb down and 168 lb up at 9-
0-0 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
lncrease=1.00 Uniform
Loads (plf) Vert:
1-4=-185, 5-8=-20 Concentrated
Loads (lb) Vert:
1 =-418 3=-288 9=-142 10=-137 11 =-210 12=-
288 2)
Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber
Increase=1 .00, Plate lncrease=l .00 PLATES
GRIP MT20
2441190 Weight:
92 lb FT = 10% Standard
Uniform
Loads (plf) Vert:
1-4=-205, 5-8=-20 Concentrated
Loads (lb) Vert:
1=-356 3=-251 9=-120 10=-1 19 1 1=-183 12=-
251 14)
Dead: Lumber Increase=0.90, Plate InGrease=0.90 PIt.
metal=O.90 Uniform
Loads (plf) Vert:
1-4=-185, 5-8=-20 Concentrated
Loads (lb) Vert:
1=-168 3=-141 9=-52 10=-64 1 1=-101 12=-
141 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 (plf) Vert:
1-4=-136, 5-8=2 Horz:
1-8=28 Concentrated
Loads (lb) Vert:
1=190 3=11 1 9=34 10=17 1 1=86 12=111 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:
14=-136, 5-8=2 Horz:
1-8=-7 Concentrated
Loads (lb) Vert:
1=190 3=111 9=34 10=17 1 1=86 12=1 11 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:
1-4=-136, 5-8=-20 Horz:
1-8=22 Concentrated
Loads (lb) Vert:
1=190 3=111 9=34 10=17 11=86 12=111 18)
Dead + 035 Roof Live (bal.) + 0.75 Attic Floor + 0.
75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber
Increase=11.60, Plate Increase=1 .60 Uniform
Loads (ptf) Vert:
14=-136, 5-8=-20 Horz:
1-8=4 Concentrated
Loads (lb) Vert:
1=190 3=1 11 9=34 10=17 1 1=86 12=111 1.
04ji k".."JwA— air latW.
Anthony T. Tombo M, PE 80083
A .*"
v K. wxron. rm" mlpowii * Wwqt."*"¢ W.-"!K5r pgtkd 4 lot WWI., .0-0* 4451 St. wde Blvd, Fort
Pierce, FL 34446 41111, N. kpodow of lho 44(umni'm ofty form, is ptobilratif .40#1 the niteo peroosiop I'm At Roof honei Whorry 1, loolh 111, Is 1.
Job— fruss WRCEB2MLM-
jFL01E ki-
Roof Trusses,I - , -
Fort
Pierce, FL -34 Olt{-
8 friiss
Type Floor
Supported Gable 1 1 A0031156 Job
Referee .Co ti iniiscornRun: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 11:49:29 A18 Page 1 ID:
ta7uotTo57oOtNCWmTn2mQyhqgX-6pEwZQJLRWoFnNODiI 1IB2PPUpZmTiUANv4Kz[zAgXq 0111-
8 3x6
FP- U3 34
33 32 31 30 29 28 27 26 25 24 23 22 21 20 3X6
FP 30 LOADING (
psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Well L/d TCLL
40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 TCDL
10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL
0.0 Rep Stress Incir YES WB 0.03 Horz(CT) 0,00 18 n/a n/a BCOL
5.0 Code FBC2017ITP12014 Matrix-S LUMBER-
TOP
CHORD 2x4 SP No.2(fiat) BOT
CHORD 2x4 SP No.2(flat) WEBS
2x4 SP No.3(fiat) OTHERS
2x4 SP No,3(fiat) 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 19-3-4, lb) -
Max Uplift All
uplift 100 lb or less at joint(s) 18
Max
Grav All
reactions 250 lb or less at joint(s) 34,
33, 32, 30, 29, 28, 27, 26, 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)
Gable requires continuous bottom chord bearing, 3)
Truss to be fully sheathed from one face or securely braced
against lateral movement (i.e. diagonal web). 4)
Gable studs spaced at 1-4-0 oc, 5)
Provide mechanical connection (by others) of truss to bearing
plate capable of withstanding 100 lb uplift at joint(
s) 18. 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
CASES) Standard
19
18 PLATES
GRIP MT20
2441190 Weight:
86 lb FT = 10%F, 10%E or'
k "w piorh,"WI k' kWo"'Vol At 5111r"W' " *'Of fx"Y-' -"Wof. ro,,'oot 1"." 0 7— TH..II.M1111 40""W" "
W Anthony T,
lombo IF, R.E. 800834451
St
LtKle Blvd, zt ('.py"ght C 7016 A I tool ho"t, Apth"I 1, TOM4 "I, PA, ItpWw .dm" 04 this do'.41, to Roy fo's pok,lodod .4"111111 —tt.q loomms'" hom 4 1 Roof lwm kalhaty 1. Lambe 111, P.E.Fort Pierce, FI 34446
Job Truss--
WRCEB2MLM FL02
Al- R66fflmusies-, —Fort-Pierce, - FL
3x8 =-
Truss Type QIY
JPIY
RYANHOMES /ESTEROBAY v2 A0031157 FLOOR
8
J Job Reference {
o tfonal) 2017 Print:
8.120 s Dec 11 2017 MiTek Industries, Inc. Fri -1 11:4-9-:1-0- 2018 Page 1 ID:ta7uotTo57oOtNCWmTn2mQyhqgX-
b?olmmJzCpw6PXzQGIpXkFxSPDh?C?sJbaStVkzAgl:p 1- - 974-
OT 3 O Dead Load
Defl. = 3116 in 1.5x4
11 1,5x4 11 1,5x4
11 3x4 == 3x6 FP -- 3x4 ---- 1.5x4 11 3X8 3x6 = 3x6 3x8 :-,
1,5x4 11 3x3 -- 3x1 2 MT20HS FIR 3x8 - 3X8 -, 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 FBC20171TPI2014 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; purlins, except
end verticals. BOT CHORD
Rigid ceiling
directly applied or 10-0-0 oc bracing. REACTIONS. (lb/
size) 11 = 1061/
0-3-0 (min. 0-1-8) 17 1074/
0-7-4 (min. 0-1-8) Max Grav
11 = 1061 (
LC 1) 17 1074(
LC 1) FORCES. (lb)
Max. Comp./
Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-
3390/0, 3-4=-3390/0, 4-5=-4262/0, 5-6=-
426210, 6-7=-4262/0, 7-8=-3465/0, 8-9=-
3465/0 BOT CHORD
16-17=
012008, 15-16=0/4262, 14-15=0/4262,
13-14=0/4178, 12-13=0/4178,
11-12=0/2094 WEBS 9-11 =-2284/
0,
2-17=-2221/0, 9-12=0/1 516, 2-16=0/1527,
3-16=-285/34, 7-12=-789/0, 4-16=-1 17110,
7-14=-259/534 NOTES- 1) Unbalanced floor
live
loads have been considered for this design. 2) All
plates are
MT20 plates unless otherwise indicated. 3) 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. 4) CAUTION, Do not
erect truss backwards. LOAD CASE(S) Standard
CSI. TC 0.
58
BC
0,90 WB
033 Matrix-S
18-,0-
1-8,
0-0- DEFL. in (loc) I/
defl L/d Vert(LL) -0.40
12-14 >584 360 Vert(CT) -0.56
12-14 >419 240 Horz(CT) 0.08
11 n/a n/a 20 16 PLATES GRIP
MT20 244/190
MT20HS 187/
143 Weight: 99
lb FT = 10%
F, 10%E 41 T.Wl N. UMN,,
rrn- $%.
A 11001 TVAVr 1% Vqllfl0, RK t 4* 6xr W.". W'.0w, !. k 1 rllt—qtlw, WIN kawyl '~ l;J'#0..0kwWM '4'' 0.1 0W."'Is'O.W1" .1 kJAI Anthony T. Tombo !I!, P.E.
W 01 .7 1."" 0 ft 1—
le Qewicwarnai WO. he tow" D.,Iw .0.:W.0NK z $0083 4451 St. Lucie Blvd, Fort Pierce, FL
34946 19PWIMON 4IMS ."men
pt—w"homkl Roof
Imsei
Job I Truss Type
WRCEB2MLM FL03G
Truss
Floor Girder
Al RoofTrusses, -'Fort Pierce,- -
1
F -
1
L
1
34946 - d e sig
I
III - @a1trus - s cor , n
0-1-8
III - ------------ -
1.5x4 11 1.5x4 11
Run: 8.120 s Dec
ID:
1
Ply RYAN HOMES / ESTERO BAY v2
A0031158
Job Reference joptianal
8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 11:49:30 2518 Page I
4CWmTn2mQyhqgX-b?olmmJzCpw6PXzQGIpXkFxPLDi9CysJbaStVkzAgXp
1p--4A
Dead Load Defl. - 1/8 in
3X6 3x8 1.5x4 11 1,5x4 II 3x12 MT20HS FP- 4x8 4x6
3X6
10- 12
Plate 0-0-1------- N, -8,Ecge], -3_12-E-d--g-----l--j----- 0--:--0---1-----
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/clefl Ltd PLATES GRIP
TCLL 40t0 Plate Grip DOL 1,00 TC 0,78 Vert(LL) -0.38 15-16 >614 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(CT) -0,53 15-16 >446 240 MT20HS 187/143
BCLL 0-0 Rep Stress Incir NO WB 0.92 Horz(CT) 0.08 12 n/a n/a
BCDL 5.0 Code FBC2017ITP12014 Matrix-S Weight: 101lb FT=10%F,10%E
LUMBER-
TOP CHORD 2x4 SP No,2(flat) *Except*
T2: 2x4 SP M 30(flat)
BOT CHORD 2x4 SP 240OF 2,OE(flat) 'Except*
82: 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.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc; bracing.
REACTIONS. (lb/size)
19 1112/0-6-14 (min.0-1-8)
12 1901/0-3-8 (min. 0-1-8)
Max Grav
19 11 12(LC 1)
12 1901 (LC 1)
FORCES. (lb)
Max. Comp,/Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3546/0, 3-4=-3546/0, 4-5=-3546/0,
5-6=-4519/0, 6-7=-4650/0, 7-8=-4650/0,
8-9=-2991/0, 9-10=-2991/0
BOT CHORD
18-19=0/2089,17-18=0/4519,
16-17=0/4519,15-16=0/4519,
14-15=0/4094,13-14=0/4094,
12-13=0/1245
WEBS
2-19=-2310t0, 2-18=0/1611, 3-18=-266/23,
5-18=-1258/0,10-12=-2272/0,
10-13=0/1931, 9-13=-262/0, 8-13=-121910,
8-15=0/614, 7-15=-330/3, 6-15=-343/546,
6-16=-272167
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
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.
5) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 926
lb down at 19-1-0 on top chord. The design/selection
of such connection device(s) is the responsibility of
others.
6) 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 + Floor Live (balanced): Lumber
Increase=11.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 12-19=- 10, 1 - 11 =- 100
Concentrated Loads (lb)
Vert: 10=-858(6)
113TV V,!#(tulf..#.,W"4.*,.Y*el,,,sh"r*.Nl WW%AokfI lwutlijj jd.'-4W'W-" *-q r1#4 . tt. TDO .4
sondhho—: Too ap.to,-w., or. ro 41ro N 441 Pax tong. r. lot vl"Wa Ili 1 oorvc.Ww' '"Idoy Anthorry T. Tombo 11, P E.
4, 80083k*tN Amer W k th Im orb on., .0 P".' g" Poo" (.I" ww W.O. "WJ pww " M MAU .' *-0 f. rw. P4-, It, I ww 1" e *1 tans No l- 11141 -1 Io- VW- -11 4451 $t. Wrie Blvd,
Fort P*rce, FL 34946ztt`*1PyrijhI (0 7616 A I toot Imsit, Aftilhoy L Imbe III, PI Rejorodwia of fit,, torment, on *Ry I"k 4 prokil"tri -do," fit wift- pemss,op from A-1 tool hom hlbw 1, Toploo Ot III,
WRCEB2MLM 1FL04
Al Roof Fo rtort Pierce, FL 34946,
0-1-8
1.5x4 11
1.5x4 -= 3x6
1 2
Truss Type I Qty Plv RYAN HOMES / ESTERO BAY V2
Floor 1 1
A0031159
Job Reference opfianalj
trUSS.COm Run. 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 11:49:31 2018 Page 1
ID:ta7uotTo57oOtNCWmTn2mQyhggX-3CMhz6Kbz72zl hXcgSLmHTUYfct CxTiTgECR1 AzAgXo
Dead Load Deft. = 1/8 in
1.5x4 11
1.5x4 11 3x4 - 3x4 34 FP-7 3x6 3x3 11 6x6
3 4 5 6 7 8 9 10
3x6 3x8 , 3x8 MT20HS FP-= 1.5x4 11 3x6 _ 08 --
1.5x4 11
Plate Offsets (XkY} _ j1 _Edge Q 0-121j2:0-2-S,Edce] j4: LOADING (
psf) SPACING- 2-0-0TCLL
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 FBC2017frP12014 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 2-2-0 oc purlins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (
lb/size) 10 =
1029/0-3-8 (min. 0-1-8) 18 -
1029/0-6-14 (min.0-1-8) Max
Grav 10 =
1029(LC 1) 18 -
1029(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (Ib) or less except when
shown. TOP
CHORD 2-
3=-3208/0, 3.4=-3208/0, 4-5=-3944/0, 5-
6=-3657/0, 6-7=-3657/0, 7-8=-3657/0, 8-
9=-1091/0, 9-10=-1093/0 BOT
CHORD 17-
18=0/1914, 16-17=0/3944, 15-
16=0/3944, 14-15=0/3944, 13-
14=0/3944, 12-13=0/2637 WEBS
2-
18=-2116/0, 2-17=0/1430, 3-17=-286/12, 4-
17=-1033/0, 10-12=0/1448, 8-
12=-1710/0, 8-13=011127, 7-13=-321/0, 5-13=-702/
136 NOTES- 1) Unbalanced
floor
live toads have been considered for this design. 2)
All plates
are MT20 plates unless otherwise indicated. 3) 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. 4) Gap between
inside of top chord bearing and first diagonal or vertical
web shall not exceed 0.500in. 5) CAUTION, Do
not erect truss backwards. 1-8 1
CSI. DEFL.
in (
loc) I/defl L/d TC 0.93
Vert(LL) 0.3313-14 677 360 BC 0.91
Vert(CT) 0.4613-14 493 240 WB 0.69
Horz(CT) 0.02 10 n/a n/a Matrix-S LOAD
CASE(S)
Standard 12 PLATES
GRIP
MT20
244/190
MT20HS 1871143 Weight:
96 lb
FT = 10%F, 10%E ztiaae[-lkltt IkfA
14"
M M.-t ioer j S[j i`El1Ek't ftAfol: r(uu i (uMUil6`M4 ((j:lMi', Q[r k:lriTl((R bIR tlf( Otfifl rkMNRt} ( ItW1 NMf M kli I K4.iH t'tfat li; kl ihl Fpll,11. tank U%r f-rItEIEYU lUa Si(aFe]t. 11155 Nkf"H VM511dit t,bMY NO...rrea pr
s slAHNssgMMti@pn.aa. Iz srn,4¢smt.paa;le<ix:aRr Egaerrl. as uN..7190 rrynnem ss.xrywweamxNexaxN atamrq rtynutrMti MkxyaaMs tt. ufsYzwNxM loo W! ,twMI ;Arfn nsw az.Narq;atmns. zarpiNh Anthony T. Tomho III, ;U arl »ed9ntan mlwNtq
is Ae aHt+ukMrAtta Qua.roeo.eeisr:K ttkegaatM lauu&eupn aRe<wartArodl:,i~hMae b,d Yx wgiNe>t lttt `ar ggFnatk SDAWmt uASNrnv.nttlq lrmis..., qe-k,a9M rM kar iMgi ila nsFuks M. e! z80083 ner tvNh'Vr"
0(aasf. sQ.r,aa nae toolow F.K.'"fr *1 aka W04 GaPzsm 4aa! rtb.a Vw',:Naut 4 h lri d WA.,'"W9 lP.,a?A*, ttlFrUs fe eyrsr.Ms snaren tlfamfkspra, less s t gaar altms M.mN,mex. xass4451 St. Lucie Blvd. F4 amre kfi.
kh a:aRat rypnemlhhrN ratr, mtdm4. Fk Hrx #u1w'.gmx k1C13kt Wp$3.}vsr. n t.,ss sm*ipueadwi »f. (t4<w4a<ktras ac ec M.lnttt. Fort Pierce, FL 34946 cpyrikbtW2pl6Adk061hasstt-AntknRyGlomkQIII, P.
E. keproluaiaalthistoeunenrmoallow isprokFDitedwitbalttkearineepamiuiankumklRoof Gerur AafiaarLla.bniO,P-E.
Job Truss I Truss Type
WRCEB2MLM FL05G I Floor Girder
RYAN HOMES /
2 1 1 A0031160
5
Plate Offsets (X,Y)-_- [1:Edge,0-0-1
1-1-1-1 -- ----------- - -
truss.com
3x4 ::
Run: 8.120 s Dec 11 2017 Print: 8,120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 11:49:31 2b18 - Page I
10:ta7uotTo57oOtNCWmTn2mQyhqgX-3CMhz6Kbz72z1 hXrqSLmHTUgLc9fxYDTqECR1AzAgXo
4
3X4 -
LOADING (psf) SPACING- 2-0-0 CSI DEF in Ioc) I/defl L/d PLATES GRIP
40.0 Plate Grip DOL 1.00 TC 0.44 rtj(LTCLLVeLL) 0.00 r) .... 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.43 Vert(CT) 0.01 4-5 >999 240
BCLL 0.0 Rep Stress Incx NO WB 0,34 Horz(CT) 0.01 4 n1a n/a
BCDL 5.0 Code FBC2017fTP12014 Matrix-P Weight: 17 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP NO,2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-2-8 oc
purlins, except end verticals,
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing.
REACTIONS. (lb/size)
5 942/Mechanical
4 = 942/Mechanical
Max Grav
5 942(LC 1)
4 = 9421LC 1)
FORCES. (lb)
Max, Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
BOT CHORD
4-5=0/1 199
WEBS
2-5=-1 411/0, 2-4=-141 1/0
NOTES-
1) Refer to girder(s) for truss to truss connections,
2) 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.
3) 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 + Floor Live (balanced): Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (plf)
Vert: 4-5=- 10, 1-3=-300(F=-200)
Concentrated Loads (lb)
Vert: 2=-929
We" r "In AV kft. I 1.,nW i! N-0-11 I'm" fi1113 W,
1"1- t— tq— i' , nw''hl tee k"P.-f" Anthony T, Tombo f1l, P U, t.*" , * F Iw'*je, 0 * vw, 1. nftm qW o 0, WN N"#w . t. IK .0 .11014 N.Wnit 0 0, !$ W M 44 4 e. 1— " Wp W;A. .4 k." Intl k ft 'tIW'*h V! i 80083
faazdi,a.r-c'[w— .0 '1- o" NIT,
445I St. LuCle Blvd. Aptkaovl
10*6111,F1, ltpoelvtw of th'I do,ow.1, I. gay [eive, is P16h.bad View the viven femmw I'" A i Root hom Fwl
Pierce, Ft 34946
WRCEB2MLM FL06 FLOOR TRUSS
A00311611
n jonal)
A-1- Roof Trusses, Fort a I truss. com Run: 8,120 s Dec 112017 Print: 8.120 s Dec 11 2017 MiTek industries, Inc. Fri'Jun 1-1-14- 9---:32 2018 Page I
ID:ta7uotTo57o0tNCWmTn2mQyhqgX-XOw3BSLDkRBper6oNAs?pg I neOPkgvzc3ux—adzAgXn
1.5x4 11
1.5x4 w 3x8 1.5x4 11
1-3 0 - - - - 27q--12, i I — --2:0t0-- I 3x3 ----
3x4 =
1,5x4 11 3x6 FP- 1,5x4 11 Dead
Load Dell. = 1/8 in 3x6
3x6 11 6x6 = 3x6
302 MT20HS FP 30 1.5x4 11 3x6 4x8 --- 3x8 -:
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 FBC2017ITP12014 LUMBER -
TOP
CHORD 2x4 SP No.2(flat) *Except* T1:
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 5-3-8 oc; purlins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (
lb/size) 12 =
1086/0-2-12 (min. 0-1-8) 20
108610-6-14 (min. 0-1-8) Max
Grav 12 =
1086(LC 1) 20
1086(LC 1) FORCES. (
lb) Max.
Comp./Max, Ten. - All forces 250 (1b) or less except when
shown. TOP
CHORD 2-
3=-3464/0, 3-4=-3464/0,4-5=-439510, 5-
6=-4395/0, 6-7=-3934/0, 7-8=-3934/0, 8-
9=-3934/0, 9-10=-1 162/0, 10-
1 1=-1060/0,11-12=-1 162/0 BOT
CHORD 19-
20=0/2036,18-19=0/4230, 17-
18=0/4230,16-17=0/4395, 15-
16=0/4395, 14-15=0/2820 WEBS
2-
20=-2251/0, 2-19=0/1578, 3-19=-255/0, 4-
19=-848/0, 4-17=-162/606. 5-
17=-305/43, 12-14=0/1543, 9-
14=-1833/0, 9-15=0/1232, 8-15=-290/38, 6-
15=-874/3 NOTES-
1)
Unbalanced floor live loads have been considered for this
design. 2)
All plates are MT20 plates unless otherwise indicated. 3)
Provide mechanical connection (by others) of truss to bearing
plate at joint(s) 12. 4)
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, 19-
11-4 CS1.
DEFL. in loc) I/defl Ud TC
0.66 Vert(LL) 0.35 17 682 360 BC
0,82 Vert(CT) 0.48 17 494 240 WS
0.75 Horz(CT) 0.02 12 n/a n/a Matrix-
S 5)
Gap between inside of top chord bearing and first diagonal
or vertical web shall not exceed 0.500in. 6)
CAUTION, Do not erect truss backwards. LOAD
CASE(S) Standard
PLATES
GRIP MT20
244/190 MT20HS
187/143 Weight:
101 In FT = 10%F, 10%E 43km (
V-, or .0 0 karwtoft ritrukimi "twin rlwgfm* *'ft WIra m, s##,WJ*M Kro U 4* 'A" IKI Anthony T. Tomho U!, P.E. 80083 stir "*.
I
V"s WK.A. Too moto'"., wr*- 9*00"smMis WM IM W Wh.tp—C p,e, 4451 St, Lucie Blvd. Fort Pierce, I'
L 34946 opitillif 0 1OL6
A I goof hossis WWII. lowils, III, P'f' Refirmimai.0 of this mismairm, in mfly form, is pirribibiled ithomf the .61teo fromissiot hirms A-1 Roof Troits
Job Truss Truss Type
WRCEB2MLM FL07G GABLE
Ply ESTERO BAY
A0031162
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Dec 11 261-70544-8—.1-Ws b-o'c"I-1-2-06-7-Mifek, 1--n-d-us—tri-e--s--,--Inc. ---Fri Jur --1 11-:-4-9:-32 2-0-1-8 Page I
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-XOw3BSLDkRBper6oNAs?pg I n70Rig--oc3ux—adzAqXn
0-1-8
1-3-0-- 1-3-0- -80j
Dead Load Dell. 1/16 in
29 619
3x4 -: 3X4 ::: 3x3 = 3x8 30 3x6 FP 30
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d
TCLL 40,0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) 0. 12 25-26 999 360
TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(CT) 0,21 25-26 583 240
BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(CT) 0.02 23 n/a n1a
BCDL 5.0 Code FBC2017fTP12014 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 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: 22-23,21-22.
REACTIONS. All bearings 9-5-12 except (jt=length)
26=0-6-14.
lb) - Max Grav
All reactions 250 lb or less at joint(s)
15, 22, 21, 19, 18, 17, 16 except
26=651(LC 1), 23=1564(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except
when shown,
TOP CHORD
2-3=-1562/0,3-4=-1562/0, 4-5=-1562/0,
5-6=-1562/0
BOT CHORD
25-26=0/1115,24-25=0/1562,
23-24=0/1 156
WEBS
2-26=-1233/0, 6-23=-1860/0, 2-25=0/494,
6-24=0/553, 5-24=-318/0
NOTES-
1) All plates are 1,5x4 MT20 unless otherwise indicated,
2) Gable studs spaced at 1-4-0 oc.
3) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0131"
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.
5) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 842
lb down at 9-0-4 on top chord. The design/selection of
such connection device(s) is the responsibility of others,
6) 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 + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (pit)
Vert: 15-26=-10, 1-14=-100
Concentrated Loads (lb)
Vert: 6=-842(F)
19-11-8
PLATES GRIP
MT20 244/190
Weight: 98 lb FT = 10%F, 10%E
Ywaq
oil
KJO—N, "-W h, kitsnapes:tah.tkdesgrnt ye., *"'ocew ""em,
I" W-119 0 * TO "0 eM W -. 0 N 1-1 -k" ovelhor loorot m*000io * "M M ot re,,",00 Anthony
1, lornbo HIT, P E a.
WKM t'W' """ '" ' 80W 40
4451 St, LUC e Blvd. opy;'
qm Z; 2W A I Roof hives Anihoey 1, lomho III, P1, lopoiloam of Ihii ktowol,,o ooy Woo. S P10.1iod Aw the w4loo Ftw." from 4 1 Roof Im"r, Aft1har 1. I-ooloo III, ?J' For',
Pjercp, K 34946
LOADING (psf)
TCLL 40.0
TCDL 10,0
BCLL 0,0
BCDL 5.0
Truss Truss Type ty
1 IRYAN
HOMES / ESTERO BAY V2
A FL08 Floor I IQ PlyI A00311631
Fort Pierce, FL 34946, design@al truss,com ---- Run: 6.M-s -Dec 1-12017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 11:49:33 2018 Page I
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-?aTROoMrVkJgG_h_xtNEMuZxuQmUPTrmlYhY63zAgXm
0-1-8
Dead Load Deft. = 1116 in
1.5x4 11 30 = 1.5x4 11 30 11 5x6 ---
1 2 3 4 3x3 5 6
k0:44&M-1-2,Edge
SPACING- 2-0-0
Plate Grip DOL 1.00
Lumber DOL 1.00
Rep Stress Incr YES
Code FBC2017fTP12014
2:0-1-8,94-1 ?1
CSL DEFL. in (loc) I/defi L/d
TC 0.76 Vert(LL) 0,11 10-11 923 360
BC 033 Vert(CT) 0,18 10-11 584 240
WB 0.26 Horz(CT) 0.03 6 n/a n/a
Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2(fiat)
BOT CHORD 2x4 SP No.2(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)
6 475/0-3-8 (min. 0-1-8)
11 475/0-6-14 (min. 0-1-8)
Max Grav
6 = 475(LC 1)
11 = 475(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-789/0, 3-4=-789/0,4-5=417/0,
5-6=421/0
BOT CHORD
10- 11 =01736, 9- 1 O=W789, 8-9=01789
WEBS
2-11 =-813/0, 6-8=0/553, 5-8=0/265,
4-8=-724/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0131"
X 3") nails. Strongbacks; to be attached to walls at their
outer ends or restrained by other means,
3) Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
4) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 47 lb FT 10%F, 10%E
cube esQ n ga. rr,ax ta'wa axt nassis•ufttt tae;a; [tuts i t ie tlst r xrrt^,-atr,c+lo-uer way. roar scup rac rca per » ius t x l:ram a:rr fres,ar wwr t t sa f-r frt«uer ue« s*Q <. anti, aa.e rib ne tae.
Anthony T. Tombo M, P.E.
r $0083
r4r- 4451 St, Lude Blvd.
Fortlierce, FL 34946
Repre4voiep of lk's 40(ment, i. Q.V low.$ plobibiled ithoof the Wn"CA Femssm hem A I Roof lim"
Truss Truss Type
132MLM FL09G Floor Truss
if T-- Fort Pierce-, --- @--a—lt--russ.com
117-3-0-
1,5x4 11
1 5.4 -, IvA - I — it
ESTERO
1 1 1 A0031164
120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. " ju--n----1 i iAg': 3-4- --2018------ P-age'l
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-Tm1pc8NUG2RXu8GBVbuTu566tq7o8tivWCQ5eVzAgXI
1-A-12 0M
Dead Load Deft. = 1116 in
1,5x4 11
13
3X4 -- 3x6 1 -
LOADING (pso SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d
TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) 0.19 7-8 666 360
TCDL 10.0 Lumber DOL 1.00 BC 0.66 Vert(CT) 0.25 7-8 493 240
BCLL 0,0 Rep Stress Incr NO WB 0.46 Horz(CT) 0.02 7 n/a n/a
BCDL 5.0 I Code FBC2017fTP12014 Matrix-S
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
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing,
REACTIONS. (lb/size)
7 1294/0-3-8 (min. 0-1-8)
10 690/0-7-4 (min. 0-1-8)
Max Grav
7 1294(LC 1)
10 690(LC 1)
FORCES. (lb)
Max. Comp./Max, Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1710/0, 3-4=-1710/0, 4-5=-1710/0
BOT CHORD
9-10=0/1214, 8-9=0/1 710, 7-8=011476
WEBS
2-10=-1342/0, 2-9=0/813, 3-9=-424/0,
5-7=-1927/0, 5-8=01258
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od (0. 13 1"
X 3") nails, Strongbacks to be attached to walls at their
outer ends or restrained by other means.
3) CAUTION, Do not erect truss backwards.
4) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 922
lb down at 9-0-4 on top chord. The design/selection of
such connection device(s) is the responsibility of others.
5) 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
Standard
1) Dead + Floor Live (balanced): Lumber
Increase= 1,00, Plate Increase= 1.00
Uniform Loads (plf)
Vert: 7-10=-10, 1-6=-100
Concentrated Loads (lb)
Vert: 5=-842(8)
PLATES GRIP
MT20 244/190
Weight: 53 lb FT = 10%F, 10%E
Wr t"r- (11, SW'W"' iqw,*a w . Of lot "Pow, 0 Vam, 0 ft 14
Anthony T. Tornbo 111, P.E. 4o, 0 liq F., n" W 10" 14 n' I— no 0-6 "N"'t k WW" h'W . t* wr,e 0 f" K 0. V * ft Wo Wq A1.0 ill I I* "'C Ant V Won! IM ..'f sk 1.— .1" " Mint, orolloom W "*I,* ' '. 0
no .
180083
4451 St. Lud(,, Blvd.
ollynthl 0 7016 A I toot I'met lopfoll'aiao of firn 44(umm, in 41V form"s pokiNtni ithevit the winef Permission lore A-1 1loo[ ho'ses Andorryl, lointo 111, l"i.
Fort Pier(,e, FL 34946zt
T--r-u-s—s
WI-RCEB2MLM FL10 At
RoofTrusses, iis-,-r6rt-l54ii—rce—,FL- 0-
1-8 1.
5x4 11 1.
5x4 I
12
ROOF
TRUSS truss.
com 3x4
1.5x4 11 2
3 Job
Reference o rQty0tional),
PIY
RYAN HOMES / ESTERO BA 120
s Dec 11 2017 Print: fi, 120 s Dec 11 2017 MiTek Industries, Inc. Fri J ID:
ta7uotTo57oOtNCWmTn2mQyhqgX-Tmlpc8NUG2RXu8GBVbuTu5 1-
I-- - ---- "'
370 1.
5x4 11 3X4 4
5 A003116R
I 11:
49:34 2018 Page I 5h8uAvWCQ5eVzAgXl
3x6
6
C
3X4
U8 =
7 1:
0-1 LOADING (
ps" 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 FBC20171TP12014 LUMBER -
TOP
CHORD 2x4 SP NO,2(flat) BOT
CHORD 2x4 SP No,2(fiat) 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 7-10-3 oc bracing. REACTIONS. (
lb/size) 10
57110-6-14 (min. 0-1-8) 7
571/0-3-8 (min, 0-1-8) Max
Uplift 10 =-
286(LC 8) 7 =-
286(LC 8) Max
Grav 10
571(LC 1) 7
571 (LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (1b) or less except when
shown. TOP
CHORD 2-
3=-I 188/1581, 3-4=-1 188/1581, 4-
5=-1188/1581 BOT
CHORD 9-
10=-1 146t944, 8-9=-1581/1188, 7-
8=-1 185/977 WEBS
2-
1 0=-1044/1267, 2-9=-592/332, 5-
7=-1071/1299, 5-8=-5391287 NOTES-
1)
Wind; ASCE 7-10; Vult--150mph (3-second gust) Vasd=
1 16mph; TCDL=6,Opsf; BCDL=3.Opsf; h=1 5ft, Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and
C-C Exterior(2) zone; porch left and right exposed;
C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=
11,60 2)
Provide adequate drainage to prevent water ponding, 3)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads. CSL
DEFL. in loc) I/defl L/d TC
0.42 Vert(LL) OA9 7-8 669 240 BC
0.79 Vert(CT) 0.09 7-8 999 240 WB
0.39 Horz(CT) 0.02 7 n/a n/a Matrix-
S 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)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 286 lb uplift at joint
10 and 286 lb uplift at joint 7. 6)
CAUTION, Do not erect truss backwards. LOAD
CASE(S) Standard
PLATES
GRIP MT20
244/190 Weight:
55 lb FT = 10%F, 10%E Anthony
T. Tombo 111, A.E. rA .
0 * 1 w * w, 1.4" ix C. 0 11. N., tpg.0 rot W" h.1w . V* mw A ft, W, V W. W lk ko o'." i* orf R I N, rop- a Im To 44'. 0 W ti,'t a,1mqW*4 mw .*k%" CRY k." At a o. 9 t-
4,4"'t, -v 4451 St. Lucie Blvd, Fort
Pleme, FL 34946 opynifiI02816A
I toof6sm AnklylAoroboill'I"I. tirp,04(sio, of 11in 00(umfol"A CRY for., it prohibited wilhoei tke'Waco porrYmi" horn A lRolhins"
WRCEB2MLM [FL12
At Roof Trusses, Fort Pierce, - -
1
FL - 34 - 946
0-1-8
I [ __
U6
2 3
RYAN HOMES/ ESTERO BAY v2
FLOOR 5 1
A0031166
Loptigingli - - _ - -------- ------ ____ _,_,I
truss-com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 11:49:35 2018 Page 1
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-xzbBpUN61MZOVIrN3lPiRifOWEXctl_21SAe8yzAgXk
0 -8
Dead Load Deft. = 1/16 in
3x4 --. 3x6 FP-- 30 3x6
4 5 6 7 8 9 10 11
3x4 - 3x6 - 3x8 MT20HS FP---: 3x3 3X3 - 3x6 - 3x6 ,
13:0-1
LOADING (psf) SPACING- 1-4-0TCLL40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP 2400F 2.OE(flat)
BOT CHORD 2x4 SP 2400F 2.OE(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)
18 762/0-6-14 (min, 0-1-8)
12 757/0-3-8 (min, 0-1-8)
Max Grav
18 762(LC 1)
12 757(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2467/0, 3-4=-2467/0, 4-5=-3244/0,
5-6=-3244/0, 6-7=-3244/0, 7-8=-3244/0,
8-9=-2487/0, 9-10=-248710
BOT CHORD
17-18=0/1436,16-17=0/3058,
15-16=0/3058,14-15=0/3244,
13-14=0/3068,12-13=0/1465
WEBS
2-18=-1588/0, 2-17=0/1 139, 4-17=-654/0,
4-15=-68/489, 10-12=-1609/0,
10-13=0/1 130, 8-13=-642/0, 8-14=-77/481
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) 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.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
17:
CSI. DEFL. in (loc) I/def) L/d
TC 0.30 Vert(LL) 0,24 14-15 999 360
BC 0.36 Vert(CT) 0.32 14-15 767 240
WEI 0.54 Horz(CT) 0.05 12 n/a n/a
Matrix-S
2169
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 104lb FT=10%F,10%E
Anthony T, Tombo ill, P.E.W'. 0 *' t- lioltl 7 -7-k! 0 r. 0— r. o—'s 0-10 W t0*4%ujW . N M. a W 1K "k, V, * IN W", k.4.1 rw W I" t 1, ".C' a N 700 W ! hw'. 0 * 1,— .444 "'ww' ftw. W k-q Aw t' 0. 0 g 80083
4451 St, Lucie Blvd,
4 opynithlo 2016A I keellmses Anthoityl, 104010J. wittelpirmsmahosmA-1 Wlrvisei Anthwl, lomh IlL P1
Fort Pierce, FL 349461 *-' ""'
Job Truss Truss Tyne Qtv Ply RYAN HOMES / ESTERO BAY V2
WRCEB2MLM FL13 Floor 5 I 1
A0031167
Job Reference a Ugnal
Al Roaf Trusses, Fort Pierce, FL 34946, design@altruss.com Run. 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 11:49:35 2018 Page 1
ID:ta7uotTo57oOtNCWmTn2mQyhggX-xzbBpUN61 MZOVIrN31PiRlfDmEQNtE221sAeByzAgXk
0-1-8
2 6 0-1 1 1-6-0 1 9-8 1-6-0
Dead Load Deft.: 3/16 in
1.5x4 II 1.5x4 li 3x4 --:
1.5x4 -= 3x8 -= 1.5x4 II 3x4 =- 1.5x4 II 3x6 FP- 1.5x4 II 3x8 3x3 II
1 9 1 A S R 7 R q to 11
3x6 3x8 3xi2 MT20HS FP-- 3x3 3x3 3xa =- 3x6
20-9-8
20-9-8
Plate_ Offsets_(X,Y)-_ Ll _Edge,o--o_-21zC2:a-3-4,Edgej,_L0_0-3-a,Eagel,_C 3:o_z-o EagQ1 I1_o-a 4zEdgelI s 0--8 a0 121
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Itdefl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.99 Vert(LL) -0.42 14-15 >579 360 MT20 2441190
TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(CT) -0.58 14-15 >421 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.09 12 n/a o/a
BCDL 5.0 Code FBC2017/TPI, Matrix-S Weight: 103 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat) LOAD CASE(S)
BRACING- Standard
TOP CHORD
Structural wood sheathing directly applied, except end
verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
18 1126/0-6-14 (min.0-1-8)
12 = 1126/Mechanical
Max Grav
18 - 1126(LC 1)
12 - 1126(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3631/0, 3-4=-3631/0, 4-5=-4736/0,
5-6=-4736/0, 6-7=-4736/0, 7-8=-4736/0,
8-9=-3660/0, 9-10=-3660/0
BOT CHORD
17-18=0/2122, 16-17=0/4488,
15-16=0/4488, 14-15=0/4736,
13-14=0/4502, 12-13=0/2167
WEBS
2-18=-2346/0, 2-17=0/1668, 3-17=-253/0,
4-17=-948/0, 10-12=-2385/0,
10-13=0/1651, 9-13=-252/0, 8-13=-932/0,
8-14=-131/662, 6-14=-297/20,
4-15=-119/673, 5-15=-302/16
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
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 3-10d (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.
Mas q rroae aaro;iM ux"r»'a,ua tat ts s.:.r?.. ar ut itusso€wiarrtMt[uir;'a+u^;:.ueakt[x:rrma r„p+4*:,,+„ar,e,roarc ns asq.aexgiz ra rtn.r,r+aeae+n«.e-a,s r r eaae tart .
WhM a xA+t ssbdkerrtl4t pe• xk r. a ras; tez tgkxn r.in rtq «i e., ,M xa6 + ...... ra xwrr grnp+s;mma, aup emwp«t=u k eacexe w...in;. ge ar n: .w s mom: s. +a4,m Anthony 1. Tombo lti, P.E.
ax A rtr sr sske nuw+aam ewe Av. &r G*anir dgexx441 #4 + eK iwerz Mwt. x M:4 b¢d M&hw.aaWiMt tk .Ml N4m th at xs 6xi x»d InSt.404*" a.." uwEanw 4d k.ey iaaRnr r«pudQa a « gc083
AtWw"tt'4w W 4451St, LuaeBlvd. kRgawtt
la:M t, irl/ pw...aq h a'ryx a*d.t. }k Itr4 @stiq.,q ps ty FAi n, rxwxq tea+pa-r i ns f.sw. fey.* d n±NAk.M k@ c R€xs ee a N4mi Hitt 1. Fcnt Pierce< Fl 34946 t@p}
x 41 1UI6Ai t4gr rfg4Kt Wk.rr-4.6411111 1t.0t It4FSC4 !',41t4NY r. tmx94 }Ir. P.I,
WRICE1912MILM I FLI 4 Floor Truss
Al Roaf Trusses, Fort Pierce, - F
I
L - 34946, - - -
I
de
I
s ig - n@
I
a - 1 truss - com
Qty hy- RYA_ NHOMES ----- --- / ES_T_ E--R--O--- _BAY v2--- 6
1 A0031168 Run:
8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc, Fri Jun 1 11:49:36 2018 Page- 1 IData
7uotTo57oOtNCWmTn2mQyhqgX-P99alqOkothF7SQZc?wx-WBTfdlHch?C,-WvCjOzAgXj 1 1-
6-0, 1-6-0 0 Dead Load
Deft. = 1/8 in U4 -- 3x10
3x4
3x6 FP:-: 3x8 3A 300 --:
302 MT20HS FP::- 3x4 3x4 300 == 3x6 1.5x4
SP -_ LOADING (psf)
SPACING- 2-0-0 CSI. TCLL 400
Plate Grip DOL 1.00 TC 0.66 TCDL 10
0 Lumber DOL 1.00 BC 0.85 BCLL 0.
0 Rep Stress Incr YES WEI 0.81 BCDL 5.
0 Code FBC2017/TPI2014 Matrix-S LUMBER - TOP
CHORD
2x4 SP M 30(flat) *Except* T2: 2x4
SP No,2(flat) BOT CHORD
2x4 SP M 30(flat) LOAD CASE(S) WEBS 2x4
SP No,3(flat) Standard BRACING - TOP
CHORD
Structural wood
sheathing directly applied or 5-3-11 oc purlins, except
end verticals, BOT CHORD
Rigid ceiling
directly applied or 10-0-0 oc bracing, REACTIONS. (lb/
size) 12 1136/
0-3-8 (min, 0-1-8) is 1142/
0-7-4 (min.0-1-8) Max Grav
12 = 1136(
LC 1) 18 = 1142(
LC 1) FORCES. (lb)
Max. Comp./
Max. Ten, - All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-
3700/0, 3-4=-3700/0, 4-5=-4866/0, 5-6=-
4866/0, 6-7=-4866/0, 7-8=-3729/0, 8-9=-
3729/0, 9.10=-3729/0 BOT CHORD
17-18=
0/2154,16-17=014587, 15-16=
0/4587,14-15=0/4866, 13-14=
0/4605,12-13=0/2199 WEBS 10-
12=-
2415/0, 2-18=-2382/0, 10-13=
0/1691, 2-17=0/1709, 9-13=-254/0, 3-17=-
257/0, 7-13=-968/0, 4-17=-980/0, 4-15=-
103/734, 5-15=-345/14, 6-14=-338/
22, 7-14=-118/719 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) 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. DEFL. in (loc) I/
deft L/d Vert(LL) -0.42
14-15 >598 360 Vert(CT) -0.57
14-15 >435 240 Horz(CT) 0.10
12 n/a n/a 2169 PLATES GRIP MT20
244/
190 MT20HS
187/143 Weight:
104lb FT=10%
F,10%E Anthony T. Tombo '17,
P.E.;r 80083 4451 St.
Lucie Blvd,
Afftkoyl,14061101. hp.6604
of th'i tow"Moo any IRRI, ii pahlbotd ithoul tht .'Me4 Fewssion hom A-1 lof lruesFort Pierce, FL, 34946
W RqEB2MLM FL15E
1-_-_-_--
Al koof Trusses, Fort Pierce, FL 34946,
0 111-8
3x3 —7
Floor Truss 1 1
A00311691
Job, Reference a ttona - - - — -----------
0truss.com kUa_. -8-A-2-0 s_ _Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 11:49:V 2018 -Page-
ID:ta7uotTo57o0tNCWmTn2mQyhqgX-tLjyE9PMZzp6ic?mAjRAWlknW1ldLKTLCAflFqzAgXi
0-1-8
U6 FP-, 3x3 -
36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21
3x3 3x6 FP = 3x3 :
21-1-0
21-1-0
Plate 0 ffs-9ts- 0-0-121jW071-8,0-0-12]
rn
20 19
LOADING (psf) SPACING- 2-0-0CS1. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 19 n/a n/a
BCDL 5.0 Code FBC2017fTP12014 Matrix-S Weight: 96 lb FT = I O%F, 1 O%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(fiat)
OTHERS 2x4 SP No,3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 10-0-0 oc
pudins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 6-0-0 oc bracing,
REACTIONS. All bearings 21 -1 -0.
lb) - Max Grav
All reactions 250 lb or less at joint(s)
36, 19, 35, 34, 33, 32, 31, 30, 28, 27,
26, 25, 24, 23, 22, 21, 20
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) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 1-4-0 oc.
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. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
a,m P.. upo :fr. %,x ' tofwaa ai,^r; Nil z If.% M I. t#..6NWIe- 1
111`-
w-, Anthony T. Tombo 1174, P.E. F. 0 . ' fa'tr ..... z
4 % —
0. OW ., .0v* ". U 1." 2"4. . WON. 0 f. W'K" *A M" Z- *T?14 47k'
mt' ...... W 4. 49-
r I—Oro- 4451 St Lucie Blvd. Fort
Pi(nce, FL 34946 Anthayl,
1-ho III, P4, t
Job
I
Ply
IRYAN
HOMES / ESTERO BAY v2
A003117Q
WRCEB2MLM FL16G FLOOR GIRDER 1 1
Truss Type
j'
QtY
Jab Reference (aptanal)
XI-Rooufruss s,- Fort Pierce, FL 34946, design@altruss-com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 11:49:38 2018 Page I
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-MYHKRVQ_KHxzNmaykQzP3xHnWRSk4c -
1-3-0 2-5-8, 1
6x 12 ,
LOADING (pso SPACING- 2-0-0
TCLL 40.O Plate Grip DOL 1,00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr NO
BCDL 5,0 Code FBC2017rrPI2014
LUMBER -
TOP CHORD 2x4 SP M 30(flat)
BOT CHORD 2x4 SP 240OF 2.0E(flat)
WEBS 2x4 SP No-3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-8-3 oc;
puriins, except end verticals,
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
14 3642/0-6-14 (min. 0-1-8)
9 3365/0-6-14 (min, 0-1-8)
Max Grav
14 = 3642(LC 1)
9 3365(LC 1)
FORCES. (lb)
Max, Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
8-9=-268/0,2-3=-6758/0, 3-4=-6853/0,
4-16=-7647/0, 5-16=-7647/0, 5-6=-6005/0,
6-7=-5991/0
BOT CHORD
13-14=0/4322, 12-13=0/7647,
11 - 1 2=0/7647, 10-11 =0/7647, 9-1 0=0/3894
WEBS
2-14 =-5502/0, 2-13=0/3329, 4-13=- 1334/0,
7-9=-4957/0, 7-1 0=0/2846, 5-1 0=-2744/0,
5-11=01590, 4-12=-653/0, 3-13=-812/0 NOTES-
1)
Unbalanced floor live loads have been considered for this
design. 2)
All plates are MT20 plates unless otherwise indicated. 3)
Recommend 2x6 strongbacks, on edge, spaced at 10-
0-0 oc and fastened to each truss with 3-10d (0131" X
3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means. 4)
Hanger(s) or other connection device(s) shall be provided
sufficient to support concentrated load(s) 1106 lb
down at 1-2-4,1106 lb down at 2-6-4, 889 lb down at 3A-
4, 1026 lb down at 4-6-4, and 1083 lb down at 6-
6A, and 1107 lb down at 8-6-4 on top chord. The design/
selection of such connection device(s) is the responsibility
of others. CS1.
DEFL. in loc) I/defl Ud TC
0.83 Vert(LL) 0.10 12 999 360 BC
038 Vert(CT) 0.14 12 819 240 WB
0.63 Horz(CT) 0.03 9 n/a n/a Matrix-
S 5)
In the LOAD CASES) section, loads applied to the face
of the truss are noted as front (F) or back (B). LOAD
CASE(S) Standard
1)
Dead + Floor Live (balanced): Lumber Increase=
1.00, Plate lncrease=1,00 Uniform
Loads (plf) Vert:
9-14=-10, 1-8=-100 Concentrated
Loads (lb) Vert:
4=-842(B) 6=-1026(F) 3=-1026(F) 15=-1026(F) 16=-
1026(F) 17=-1027(F) 6xl
2 PLATES
GRIP MT20
244/190 MT20HS
187/143 Weight:
95 lb FT = 10%F, 10%E 41
W.
4 Nis. 4.9m, t*'41 00 IIIAS") Nllflr Milk RkKI (WIC16 0011 0,*011,; Vff(VJ%l01r Il's, 44( blit. I.W., W ',4 wl . N, I- sur 4—'j JIV, .0 % Aef I I" T f I Id..' Aw *,—, twou lls—, 000 100 ou W An hony
T.
Torntio M, P. E, 1"W.".10.
1owwho w Ol 80083 tm'q hul' . (
W.V A.*, w W 4451 St+ Lucie 6tvd, Fat Pierce, FL
34946 ReIlteducioll of A'
S dowimull"n avy fun, u pulkillittel othoottht wines pe'rsission hom A I hilf Imu,sAinhopyl. Joisill III, P1
Job Truss Tnyss t
WR EB2MLM FL20 Floor
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
0-1-8
3x8 =_
1 ? 1
2
aaas 7
Jab Refergnce-(9ptiona--____ — — -------- - ---1
Run. 8-120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MITek Industries, Inc. Fri Jun 1 11:49:38 2018 Page 1
ID:ta7uotTo57oOtNCWmTn2mQyhggX-MYHKRVQ_KHxzNmaykQzP3xHgbRSV4b3V RgOJn HzAgXh
Dead Load Defl. = 1/8 in
3x4 =_
3x4 :_ 3x6 FP= 3x8 =_
4 5 6 7 8 9 10 11
3x6 -- 3x8 3x12 MT20HS FP---- 3x3 - 3x8 -= 3x6
3x3 =_
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 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 5-5-0 oc
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
12 - 110910-6-14 (min.0-1-8)
18 = 1109/0-6-14 (min, 0-1-8)
Max Grav
12 - 1109(LC 1)
18 = 1109(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3560/0, 3-4=-3560/0, 4-5=-4584/0,
5-6=-4584/0, 6-7=-4584/0, 7-8=-4584/0,
8-9=-3558/0, 9-10=-3558/0
BOT CHORD
17-18=0/2084, 16-17=0/4376,
15-16=0/4376, 14-15=0/4584,
13-14=0/4379, 12-13=0/2085
WEBS
2-18=-2304/0, 2-17=0/1632, 3-17=-257/0,
4-17=-902/0,10-12=-2305/0,
10-13=0/1629, 9-13=-255/0, 8-13=-908/0,
8-14=-135/655, 6-14=-346/44,
4-15=-135/660. 5-15=-351 /43
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) 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.
ageJs 113:0-2-0,tdge1'L1 f:u-s-tt caged ls:u--a,o u-r_l_t
CSI. DEFL. in (loc) I/defl L/d
TC 0.63 Vert(LL) 0.38 14-15 643 360
BC 0,80 Vert(CT) 0.5214-15 468 240
WB 0.78 Horz(CT) 0.09 12 n/a n/a
Matrix-S
LOAD CASE(S)
Standard
0
226 4
211" •-
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 101 Ib FT = 10%F, 10%E
axxq-dhaze1xe lerxrceGx`d1t40fifIVSS:S{'AftECsktlPldF[Ekl4krt%Gt11CkiC3S19k.Ss'f+t;A;klL€ikoxkAt"Mr.fMrbsq pe netmaNrealaknwtb,nrDasys ttrgitf4?WIUMMttIiru4.rl.to...$kwt"vess.00.1ow.wawlMreM100ay
Ialtk;wA'tx kaMesN2krNtxMlBQqu. .k: wins9s;µeEapeeer/e, iNitMl/iepees`It adxny tkk epesexssxaoaxedRa pNnsueM rRm<+gk xyNUMfar SrMf<sle rf Re sepd sM:apreAr ID4,W-WWI kfxt ya rtueq+xs. Mtaq r»miws.. nNebley Anthony T. Torrlh0 III, P.E.
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nsM gee{ x6tecrxax Naatkaaeaxl0e napanaes kpdNar oneMAbry(wysenia'mrlc'r°nxuaiRA;Nattka$fRxktl(Axa:elxavraF"{mrM trae 1Rik4xsta z er§+aross4aemYlxhn:Asyxr,lrns s4s?apma tx>,Maaaaax.»ices 4451 St. Lucie Blvd-
a!e"xk¢(iexlkra:axroG yreeC ypattotq k!af knnus iarrtsei l#kns 6es ga farm noGt ox dn^fal kesg rx.x lnss Sts&xhMare amrl Ndle} dl, rst:Mt rNtas xrsskhnlPl-1. tort Pierce, 6l 34946
op7ithtVt018A-1Roof Imsts-AnikoayI.1.4oiii.P.i. teplodadiaaoflkisdocnmeni'maayform, isprohikaedxithoatthoWon" permissionfrom A-1Roof tmssesAathoeyl.IowkoIII, P.E.
I
I lu" I ypt:
I
ulty f'ly
IRYAN HOMES I ESTERO BAYv2
1WRCEB2MLMHJ5DiagonalHipGirder2 A0031172
design@altruss.com Run: 8.120 s Dec 11 2017 Print: 8 120 s Dec 11 201T MiTek Industries, Inc. ---F-ri Jun' 1 1-1-:- -4-9 , :3 9 - 26 - I , 8 — page - , - I
ID:zRSREVFepZFZ_OLY7U9jlztnLF-qkrifrQc5a3q_v98l8Ueb8pzmrs2pERegU8sKjz,AgXg
1-5-0 7-0-2
U8 11
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/deft Ltd
TCLL 20.0 Plate Grip DOL 1.25 TC 0,73 Vert(LL) 0-10 5-8 836 360
TCDL 10.0 Lumber DOL 1,25 BC 0.52 Vert(CT) 0.21 5-8 403 240
8CLL 0'o Rep Stress Incr NO WB 0,00 Horz(CT) 0,06 4 n/a n/a
BC DL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 011 5-8 780 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
SLIDER
Left 2x6 SP No.2 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purfins,
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
lvfiiTek- recommendsthatStabilizers-andres4uWed cross
bracing be installed during truss erection, in accolrdaInce '
with, Stabilizer Installation guide, REACTIONS. (
lb/size) 4
175/Mechanical 2
319/0-4-9 (min. 0-1-8) 5
85/Mechanical Max
Horz 2 =
129(LC 4) Max
Uplift 4
1 13(LC 8) 2 =
103(LC 4) Max
Grav 4 =
175(LC 1 2
319(LC 1 5
121 (LC 3) FORCES. (
lb) Max.
Comp./Max. Ten, - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-409/188 NOTES-
1)
Wind: ASCE 7-10; Vult= 1 50mph (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)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads. 3) *
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, 4)
Refer to girder(s) for truss to truss connections. 5)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 113 lb uplift at joint
4 and 103 lb uplift at joint 2. 6)
Hanger(s) or other connection device(s) shall be provided
sufficient to support concentrated load(s) 86 lb
down and 97 lb up at 1-4-9, 86 lb down and 97 lb up
at 1-4-9, and 32 lb down and 22 lb up at 4-2-8, and
32 lb down and 22 lb up at 4-2-8 on top chord, and
11 lb down and 7 lb up at 1-4-9, 11 lb down and 7 lb
up at 1-4-9, and 14 lb down at 4-2-8, and 14 lb down
at 4-2-8 on bottom chord. The design/selection of
such connection device(s) is the responsibility of others,
7 )
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:
1-4=-60, 5-6=-20 Concentrated
Loads (lb) Vert:
3=64(F=32, 13=32) 12=-3(F=-2, B=-2) Dead
Load Defl. = 1/8 in PLATES
GRIP MT20
244/190 Weight:
27 lb FT = 10% 141
te*
gi49 A—atztdNa41e 106. Anthctny
L Tornbo Al, P'lE 80083
le'
l— kurlf" i, let 0 W" h'"'. Im, P'", bpoo f f W64 4451 St, Lucie Blvd, opy"
liki 0 1016 A I Roof Imses Whorl, To4o III, P.f, Olk's dutsmw". Qy form, is pfohi"Id ithoirt the .1itten polmissi" 1'.. A I Roof New Fort
Pierce, FL 34446
Job Truss Truss Type
WRqEB2MLM --------- -- JHJ6 Diagonal
I
Hi
I
p
I
Gird
11
er
AtRoofPierce, FL 34946, design@altruss,com Rt 30 -
120
s Dec 11 2017 Print: 8.120 s Dec 11 2017 7-
8-9 LOADING (
pso SPACING- 2-0-0 CS1, DEFL. in loc) Well L/d TCLL
20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.34 4-7 267 240 TCDL
10.0 Lumber DOL 1,25 BC 0.50 Vert(CT) 0.37 4-7 248 240 BCLL
0,0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL
10.0 Code FBC2017fTP12014 Matrix -MP LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP M 30 BRACING-
TOPCHORD
Structural wood
sheathing directly applied or 6-0-0 oc purlins. BOT
CHORD
Rigid ceiling
directly applied or 10-" oc bracing. MiTek recommends
that Stabilizers and required cross bracing
be installed during truss erection, in accord, an-
c with Stabfitzer"In's-tallationguide. __ _ REACTIONS. (lb/
size) 3 201/
Mechanical 2 430/
0- 10-15 (min . 0- 1 -8) 4 = 132/
Mechanical Max Horz
2 = 75(
LC 4) Max Uplift
3 124(
LC 4) 2 = 299(
LC 4) 4 101(
LC 4) Max Grav
3 201 (
LC I ) 2 430(
LC 1 ) 4 = 150(
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= 1 5ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (envelope), cantilever left
and right exposed ; end vertical left exposed; porch
left exposed; Lumber DOL=1.60 plate grip DOL=
1.60 2) This
truss has been designed for a 10.0 psf bottom chord live
load nonconcurrent with any other live loads. 3) * 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, 4) Refer
to girder(s) for truss to truss connections. 5) Provide
mechanical connection (by others) of truss to bearing
plate capable of withstanding 124 lb uplift at joint 3,
299 lb uplift at joint 2 and 101 lb uplift at joint 4, 6) Hari
or other connection device(s) shall be provided sufficient
to support concentrated load(s) 43 lb down
and 56 lb up at 4-10-15, and 43 lb down and 56 lb
up at 4-10-15 on top chord, and 11 lb down and 23 lb
up at 2-1-0, 11 lb down and 23 lb up at 2-1-0, and 23
lb down and 55 lb up at 4-10-15, and 23 lb down and
55 lb up at 4-10-15 on bottom chord. The design/selection
of such connection device(s) is the responsibility of
others. 7) 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 1)
Dead +
Roof Live (balanced): Lumber Increase=1.25 Plate Increase=
1 .25 Uniform Loads (
plo Vert: 1-
3=-60, 4-5=-20 Concentrated Loads (
lb) Vert: 8=-
8(F=-4, 8=-4) 9=-21(F=-1 1, B=-1 1) 10=-36(
F=-18, B=-18) ESTERO BAY
v2 A0031173 all ------------
I
astries, Inc.
Fri Jun 1 11:49:40 2018 Page EsuBhc3kLrr?t8MM5DFDhYhhov8tPs9zAg)
Deft, = 3116
In PLATES GRIP
MT20 244/
190 Weight: 25
lb FT = 10% Anthony T.
Tombo M, P1, z 30083
k1r"h'
j..dQr'.* IN 41*'*t m"("' .4f.. elk, Ims o'W' 1— * re.'*- f cars4451 St, Lucie Blvd. Fort P;
erce, FL 34946 opytilhi 0
7016 A I toot Nsw RIP10111600 01111S dOWWAI, IR Uy forwr, is floOded oithOVItht WrneA ptifflitsion from A I toot Niles Zi
Job Truss
WRCEB:2MLM 1HJ7 Diagonal Hip Girder
RY
A0031174
Fort Pierce, FL 34946, design@altruss.com id-s- Dec- fi 2017 n age IPrint: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun I I I
ID.ZRSREVFepZFZ — OLY7U9jlztnLF-m7yT4XStdCJYEDIXPZW6hZuJOeWCH2px7odzObzAgXe
1-5-0 4-6-13 634
3x8 11 1.5x4 11 6
LOADING (pso I SPACING- 2-0-0 CS1. 1 DEFL. in loc) I/clefl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.05 7-8 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0,61 Vert(CT) 0.13 7-8 91 0 240
BCLL 0.0 Rep Stress Incr NO WS 0.39 Horz(CT) 0,02 5 n1a n/a
B
I
C -- DL 10 - 0 Code FBC2017rrPI2014 Matrix -MS Wind(LL) 0.04 7-8 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x6 SP No.2 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purfins,
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
cl-ordiance, with -Stabilizer Installation guide.
REACTIONS. (lb/size)
5 168/Mechanical
2 46410-4-9 (min. 0-1-8)
6 303/Mechanical
Max Herz
2 169(LC 4)
Max Uplift
5 88(LC 4)
2 123(LC 4)
6 45(LC 8)
Max Grav
5 = 168(LC 1)
2 464(LC 1)
6 303(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
3-13=-695/100, 4-13=-637/101
BOT CHORD
2-15=-195/638, 15-16=-195/638,
8-16=-195/638, 8-17=- 195/638, 7-
17=-195/638 WEBS
4-
7=-683/208 NOTES-
1)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
1 16mph; TCDL=5.0psf,, 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)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads.
3) *
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, 4)
Refer to girder(s) for truss to truss connections, 5)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 88 lb uplift at joint
5, 123 lb uplift at joint 2 and 45 lb uplift at joint 6. 6)
Hanger(s) or other connection device(s) shall be provided
sufficient to support concentrated load(s) 86 lb
down and 97 lb up at 1-4-9, 86 lb down and 97 lb up
at 1-4-9, 32 lb down and 22 lb up at 4-2-8, 32 lb down
and 22 lb up at 4-2-8, and 58 lb down and 54 lb up
at 7-0-7, and 58 lb down and 54 lb up at 7-0-7 on top
chord, and 11 lb down and 7 lb up at 1-4-9, 11 lb down
and 7 lb up at 1-4-9, 14 lb down at 4-2-8, 14 lb down
at 4-2-8, and 31 lb down at 7-0-7, and 31 lb down
at 7-0-7 on bottom chord, The design/selection of
such connection device(s) is the responsibility of others.
7)
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;
1-5=-60, 6-9=-20 Concentrated
Loads (lb) Vert:
3=64(F=32, B=32) 14=-77(F=-39, B=-39) 16=-
3(F=-2, B=-2) 17=-52(F=-26, B=-26) 30
v-, Dead
Load Defl. - 1/16 in to
PLATES
GRIP MT20
244/190 Weight:
46 lb FT = 10% Won
Too
h'"
Anlhmy T. Tombo H!, P,E. W .. 0 s" N" r—'W"Wh'! A 1 3— N 0—% Avd "W t, 4, 1." h", . r. asia 0 t* W is C W e. It's 1-4" * tot 111-1 1" %V. 0 ta, 70 W "! lost ".0 N 1'e" 0" W&A mw otsalklo, * ".I AW M" Zt,,u* 0 80083 a445t
S4t.
Lucie Blvd, at h, Aptitht07016AItotFasAStalUflttlolofth'stomment,
iourfllu,ispro40-lthoutthtwllMentitin4AlopfmA-ltaatl(ASEnEat Pte(cto, FL 34946
Job
HJ713 I Diagonal Hip Girder
i@altruss.com Run: 8.120 s Dec 11 2017 Print: 8,120 s Dec 11 2017 MiTek Industries, Inc.
ID:zRSREVFepZFZ OLY7U9jlztnLF-EJWrHtTVOVRPrNtjzGI
4-4-6 5-3-3
3x8 11 1 .5x4 11 1
30 ---
9 -7-9
Plat.. - Pilate offsets JX_J_ —Y-- 11 :0-2-8,0-0-3l _
LOADING (ps" SPACING- 2-0-0CSL DEFL. in loc) 1/deft L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(I-L) 0.05 6-7 999 360
TCOL 10.0 Lumber DOL 1,25 BC 0.61 Vert(CT) 013 6-7 896 240
BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(CT) 0.01 4 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.03 6-7 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x6 SP No.2 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,
iTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 400/0-2-2 (min, 0-1-8)
4 = 169/Mechanical
5 309/Mechanical
Max Horz
I = 136(LC 22)
Max Uplift
1 91 (LC 4)
4 91 (LC 4)
5 = 65(!-C 4)
Max Grav
1 400(LC 1)
4 169(LC 1)
5 309(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-12=-707/156, 3-12=-6531156
BOT CHORD
1-14=-250/652,14-15=-250/652,
7-15=-250/652, 7-16=-250/652,
6-16=-250/652
WEBS
3-6=-699/268
NOTES-
1) 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);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1,60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
3) * 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate at joint(s) 1.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 91 lb uplift at
joint 1, 91 lb uplift at joint 4 and 65 lb uplift at joint 5.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 19
lb down and 19 lb up at 1-2-1, 81 lb down and 90 lb
up at 1-2-1, 41 lb down and 58 lb up at 4-0-0, 32 lb
down and 22 lb up at 4-0-0, and 59 lb down and 67 Ito
up at 6-9-15, and 58 lb down and 54 lb up at 6-9-15
on top chord, and 7 lb down and 12 lb up at 1-2-1, 11
lb down and 7 lb up at 1-2-1, 11 lb down and 13 lb up
at 4-0-0, 14 lb down at 4-0-0, and 31 lb down at
6-9-15, and 31 lb down at 6-9-15 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: 14=-60, 5-8=-20
Concentrated Loads (lb)
Vert: 2=30(B) 13=-82(F=-43, B=-39) 14=- 1 (F)
15=-6(F=-5, B=-2) 16=-54(F=-28, B=-26)
Q
A0031175
111—:44.42 2018 Page
2sTOVx4MRMV4w2zAgX
Dead Load Deft, = 1116 in
PLATES GRIP
MT20 244/190
Weight: 43 lb FT = 10%
W& I low nasvVititir, rAlkik" rf"s a (?Wwg WA.,,W; Kwlckirookilr Wk,
104, pwt U I" 110t,"44, ki, 7— hm f,#- "A" lw Ww"W, 40, 1"l, t"Cl. *100 * 4. KI An'ticny T. Tombo 111, ;) E,
1,,qV-4Vk1* z 80083
4451 St. Lucie Blvd.
Fart Pierce, FL 34946
Repoolumop DIMS hou""l, is CRY tuffi, is In.hNied ithoor tht -OCR F"Mi,sio hom A-[ Roof ImsseiZt ""
WRCEB2MLM IJ5
Truss
Jack -Open
Qty I Ply I RYAN HOMES / Q
A0031176
Al Roof Trusses, Fort ltruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2C
ID:zRSREVFep2FZ_OLY7U9jlztnL
5 - — ---------
1-0-0 5-0-0
U10 11
5-0-9
LOADING (pso SPACING- 2-" CSIL DEFL. in loc) I/deft L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0,44 Vert(LL) 0.02 4-5 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(CT) 0.05 4-5 999 240
BCLL 0.0 Rep Stress Incr YES WB 0,00 Horz(CT) 0.03 5 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MR Wind(LL) 0.03 4-5 999 240
LUMBER -
TOP CHORD 2x4 SIP No.2
BOT CHORD 2x4 SIP No.2
WEBS 2x6 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installationguide,
REACTIONS. (lb/size)
5 27210-3-8 (min. 0-1-8)
3 124/Medianical
4 54IMechanical
Max Horz
3 107(LC 12)
Max Uplift
5 131(LC 12)
3 47(LC 12)
Max Grav
5 272(LC 1)
3 124(LC 1)
4 = 88(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-5=-253/462
NOTES-
1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd= 1 16mph; TCDL=5.Qpsf; BCDL=5,Opsf: h=25ft;
Cat. 11; Exp, C; End., 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) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 131 lb uplift at
joint 5 and 47 lb uplift at joint 3.
LOAD CASE(S)
Standard
Inc. Fri Jun 1 11:49:43 2018 Pagel
SvX-,Yam_jMSIT12REb563TUzAgXc
PLATES GRIP
MT20 244/190
Weight: 18 lb FT = 10%
0 r.
tww . It, 100 -W .4. IN It, #vr to.", Wn'.1mW. Antiony TW
Tornbo 111, R.E.
4t 80083
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Pierce, FL 34946 Zt
WRCEB2MLM
Truss truss Type OtY
JPIY
RYAN HOMES / ESTERO BAY v2
J6 Jack Open g 1
A0031177
Job Reference_(o tional_
e. FL 34946, design@altruss.com Run. 8,120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 11:49:44 2018 Page 1
ID:ta7uotTo57oOtNCWmTn2mQyhggX-AiebiZUlv6h65h 164h3plCW sKsZmUVhNglyd?wzAgXb
UAI
560
LOADING (psf) SPACING- 2-0-0 CSL DEFL. in loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1,25 TC 0,55 Vert(LL) 0.16 4-7 414 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0,55 Vert(CT) -0.09 4-7 727 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 18 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-6-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MITek recommends that Stabtltzers and reci uired
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 - 139/Mechanical
2 = 283/0-8-0 (min. 0-1-8)
4 = 73/Mechanical
Max Horz
2 - 75(LC 8)
Max Uplift
3 = 87(LC 8)
2 = 196(LC 8)
4 - 60(LC 8)
Max Grav
3 - 139(LC 1)
2 = 283(LC 1)
4 = 98(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=15ft;
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; porch left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ` 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 87 lb uplift at
joint 3, 196 lb uplift at joint 2 and 60 lb uplift at joint 4.
LOAD CASE(S)
Standard
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J7
Ply
Jack -Open A0031178
truss.com Run: 8.120 s Dec 11 2017 Print: 8,120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 11:49:45 2018 Page 1
ID:zRSREVFepZFZ_OLY7U9jlztnLF-euCzvvVNgQpziqcleOb2rP3yGGsuDywX2PbAXNzAgXa
1-- -1-0-0 1
1-0-0 7-0-0
U8 11
LOADING (psf) SPACING- 2-0-0 CSL DEFL. in loc) I/deft L/d
TCLL 20-0 Plate Grip DOL 1.25 TIC 0.86 Vert(LL) 0,10 5-8 817 360
TCDL 10,0 Lumber DOL 1.25 BC 035 Vert(CT) 0.24 5-8 350 240
13CLL 0.0 Rep Stress Incr YES WEI 0.00 Horz(CT) 0.07 5 n/a n1a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Wind(LL) 0,21 5-8 401 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
SLIDER
Left 2x6 SP No.2 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 9-11-1 oc bracing.
MiTek recommends- that Stabilizers- andrequired cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide. REACTIONS, (
lb/size) 4
183/Mechanical 2 =
342/0-3-8 (min. 0-1-8) 5 =
90/Mechanical Max
Horz 4 =
156(LC 12) Max
Uplift 4
64(LC 12) 2
165(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=-438/40 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)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads. 3) *
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, 4)
Refer to girder(s) for truss to truss connections, 5)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 64 lb uplift at joint
4 and 165 lb uplift at joint 2. LOAD
CASE(S) Standard
Dead
Load Deft, = 1/8 in PLATES
GRIP MT20
244/190 Weight:
27 lb FT = 10% 11 .
T"'were, to, All, r, eA ro 14 94 11 *'olol li, 1— 0.0 Ew_ (I " *0 ,,0 M Fee, 0, ..rwoe" A r. to'30" Woo IM Anthony
T. Tombo !V, P.E. 0%,f! fo'A'W' W-1 Aol, V 80083 tIli*, IV. 44 1.104 (wfr" Are rWitfl, P1.4 A(Awle—f* it-Cp4W, fWim— ."'s 4451 St. Lucie Blvd. Fort
Pierce, FIL 34946 opytifillit
0 2016 A I tool fursits Wholly 1. lororto III, P1, teprndottioo of this ilonlretni'm orly lotor"i Prohibited .4001 the written frew"S' w" hop A I goof Ies - Airthroy 1, Tomb lit, PJ. Z
Job Truss Truss Type oty Ply RYAN HOMES / ESTERO BAY Q
WRQEB2MLM PB Jack -Open 4 1
A0031179
m Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 11:49:46 2018 Page 1
I D:zR SREVFepZFZ-OLY7U9j Iztn LF-74mM 7E W? Rkxq K_BUC66H Ndc7xfEtyPAg H 3Kk3pzAgxZ
6-10-0
6-10-0
tr; Dead Load Dell. = 1/8 in
q
4 "
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.08 3-4 985 360
TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(CT) 0.19 3-4 409 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.08 4 n/a We
BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) 0.14 34 561 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x6 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-8-6 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabtitzers and required
cross bracing be installed during truss erection In
accordance with Stabilizer Installation guide. __
REACTIONS. (lb/size)
4 = 262/0-1-8 (min.0-1-8)
2 - 179/Mechanical
3 - 82/Mechanical
Max Horz
2 - 123(LC 12)
Max Uplift
4 - 116(LC 12)
2 - 79(LC 12)
Max Grav
4 - 262(LC 1)
2 - 179(LC 1)
3 = 124(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-4=-240/417
NOTES-
1) 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)
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) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate at joint(s) 4.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 116 lb uplift at
joint 4 and 79 lb uplift at joint 2.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 23 lb FT = 10%
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Job Truss Truss Type Qty Pw - - RYAN HOMES / ESTERO BAY v2
WRCEB2MLM RT Jack -Open 7 1 1 A0031180
design@altruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. FriJun 1 11.49:47 2$18 --- Page 1 ID:
zRSREVFepZFZ ®OLY7U9j IztnLF-bHKkKaXdC 14hy8mhmpd Wwg8LU3YZhgkq Wj4HcFzAgXY 7-
0-0 F
1.0_0 -1 — -- -- -- 7-0-0 — --- - i rt;
Dead Load Dell. = 3/16 in 9
v
N
M
q
M
9
3x8
11 3x4 == 2
8-0 - f3-4 0 f0,$
f 7-0 Q 2-
80- Plate
Offsets X Y)- L2:0-3_0 0 0 6],_[3 0 4 Ot0-2 2j LOADING (
pso SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0-12 7 >708 360 MT20 2441190 TCDL
10.0 Lumber DOL 1.25 BC 0.74 Vert(CT) 0.28 7 >295 240 BCLL
0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.04 5 n/a n/a BCDL
10.0 Code FBC2017/T'P12014 Matrix -MP Wind(LL) 0.24 7 >348 240 Weight: 33 lb FT = 10% LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 "Except` B3:
2x4 SP No,3 WEBS
2x4 SP No.3 SLIDER
Left
2x6 SP No.2 1-5-10 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 6-0-0 oc puriins.
BOT
CHORD Rigid
ceiling directly applied or 9-2-11 oc bracing. M[
Tek recommends that StabRllzers and required cross
bracing be installed during truss erection, In accordance
with Stabilizer Installation guide - REACTIONS. (
lb/size) 4 -
171/Mechanical 2 -
364/0-3-8 (min, 0-1-8) 5 =
113/Mechanical Max
Horz 4 =
156(LC 12) Max
Uplift 4 -
49(LC 12) 2 =
154(LC 12) 5 =
5(LC 12) Max
Grav 4 =
171(LC 1) 2 -
364(LC 1) 5 -
146(LC 3) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-334/0, 34=-94/259 BOT
CHORD 2-
8=-415/274, 6-8=-389/299 WEBS
3-
8=-383/580 NOTES-
1)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
116mph; TCDL=S.Opsf; BCDL=5.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 2)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads.
3) "
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. 4)
Refer to girder(s) for truss to truss connections. 5)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 49 lb uplift at joint
4, 154 lb uplift at joint 2 and 5 lb uplift at joint 5. LOAD
CASE(S) Standard
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IJob
L01 G I Hip Girder K
RYAN H Q
A0031181
Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 11:49:48 2018 Page 1
ID:ta7uotTo57oOtNCWmTn2mQyhggX-3Tt6YwXGzLCYZI LtJX81T2hXvTpKQAOzkkNpg8hzAgXX
1 0 -- . - 5-6-Q --- - { _
10-1 -9
5 -1-7 -- - -
I-
5
f - - - i
0 4-9 5-6-0 180
3.00 12 5x -:
Bead Load Deft. = 1/2 in
2
s
1-
Qx4
13
5----- 5.
ado
7 8
12 26 27 11 28 29 30 10 31 32
9
v
3x6 =_- 1.5x4 11 4x8 - 5x10 MT20HS=
1.5x4 II 3x6 =-
I ---
5-6-0 10-10-9
f- -- — i -
16 1-7
1
21-6-0
5.4-9 - -
27-0-0
5-6_0 5-4-9 5-2-13 5_6
Plate Offsets X Y j3:0-5-80 2-12] j6 0 5 $ 0-2-121Z j7_0-3-O Edgej,L0;0-4-4L0 3-0 _-_
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.89 10-11 364 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.94 10-11 343 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr NO WB 0.62 Horz(CT) 0.13 7 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix MS Weight: 227 Ib FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2 'Except"
T2: 2x4 SP M 30
BOT CHORD 2x4 SP No.2 `Except`
B1: 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-5-13 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 5-10-0 oc bracing.
REACTIONS. (lb/size)
2 = 1953/0-8-0 (min.0-1-8)
7 - 1953/0-8-0 (min.0-1-8)
Max Horz
2 = 28(LC 4)
Max Uplift
2 = 1355(LC 4)
7 - 1355(LC 5)
Max Grav
2 = 1953(LC 1)
7 - 1953(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-6809/4685, 3-19=-9583/6633,
19-20=-9583/6633,4-20=-9583/6633,
4-21=-9583/6633, 21-22=-9583/6633,
22-23=-9583/6633, 5-23=-9583/6633,
5-24=-9656/6683, 24-25=-9656/6683,
6-25=-9656/6683, 6-7=-6798/4683
BOT CHORD
2-12=-4516/6574, 12-26=-4544/6608,
26-27=-4544/6608, 11-27=-4544/6608,
11-28=-6597/9611, 28-29=-6597/9611,
29-30=-6597/9611, 10-30=-6597/9611,
10-31=-4513/6603, 31-32=-4513/6603,
9-32=4513/6603, 7-9=-4486/6570
WEBS
3-12=-267/418, 3-11=-2152/3170,
4-11=-547/330, 5-10=-552/329,
6-10=-2205/3247, 6-9=-265/418
NOTES-
1) 2-ply truss to be connected together with 1 Od
0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row 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) Unbalanced roof live loads have been considered
for this design.
4) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; porch left and right
exposed; Lumber DOL=1.60 plate grip DOL=1.60
5) Provide adequate drainage to prevent water
ponding.
6) All plates are MT20 plates unless otherwise
indicated.
7) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
8) R 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 1355 Ib uplift
at joint 2 and 1355 Ib uplift at joint 7.
10) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 242
Ib down and 239 Ib up at 5-6-0, 79 Ib down and 98 Ib
up at 7-6-12, 79 Ib down and 98 Ib up at 9-6-12, 79 Ib
down and 98 Ib up at 11-6-12, 79 Ib down and 98 Ib
up at 13-6-0, 79 Ib down and 98 lb up at 15-5-4, 79 Ib
down and 98 Ib up at 17-5-4, and 79 Ib down and 98
Ib up at 19-5-4, and 242 Ib down and 239 Ib up at
21-6-0 on top chord, and 157 Ib down and 213 Ib up at
5-6-0, 58 Ib down and 82 Ib up at 7-6-12, 58 Ib down
and 82 Ib up at 9-6-12, 58 Ib down and 82 Ib up at
11-6-12, 58 Ib down and 82 Ib up at 13-6-0, 58 Ib
down and 82 Ib up at 15-5-4, 58 Ib down and 82 Ib up
at 17-5-4, and 58 Ib down and 82 Ib up at 19-54, and
157 Ib down and 213 Ib up at 21-5-4 on bottom 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=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 3-6=-60, 6-8=-60, 13-16=-20
Concentrated Loads (lb)
Vert: 3=-195(6) 6=-195(B) 12=-157(B) 9=-157(B)
19=-79(B) 20=-79(B) 21=-79(B) 22=-79(B)
23=-79(B) 24=-79(B) 25=-79(B) 26=-53(B)
27=-53(B)28=-53(B)29=-53(8)30=-53(B)
31=-53(B)32=-53(B)
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WRCEB2MLM L02 Hip 1 1
A003118?
W____-_--- _,_-- Job Reference -Co FfwnaiL
A1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Dec 11 2017 Print: 8,120 s Dec 11 2017 MiTek Industries, Inc Fri Jun 1 11:49:49 2018 Page 1
ID:ta 7uotTo57c,OtNCWmTn2mQyhggX-XfRUIGYukfKPBSw3tEf_?FEfHtE 19cd6zl ZOg8zAgX%A
F-1-O-q - -- ------ -- 7-6-6 -.. —t 3-6-0....- --- I --- -t 9-"— — - - f - 27-0 - — -- - -- F $t1-0-0 7 6-0 6-M 6-0-0 7-6-0 1-0-0
5x10 MT20HS-=
3.00 i 12
3
1.5x4 II
4
5x10 MT201-!S=
5
Dead Load Dell. = 5/16 in
3x8 =_-
L5x4 11 5x8 == 1.5x4 II 3x8 =_
7-6-0 fi I
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/deft L/d
TCLL 20,0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.67 9 485 240
TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.58 9 558 240
BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) -0.12 6 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 3-2-15 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 2-11-3 oc bracing.
M1Tek recommends that Stabilizers and required
cross bracing be installed during truss erection, m
accordance with Stabilizer Installationgwde
REACTIONS. (lb/size)
2 = 1140/0-8-0 (min. 0-1-8)
6 = 1140/0-8-0 (min. 0-1-8)
Max Herz
2 = 34(LC 8)
Max Uplift
2 =-757(LC 8)
6 =-757(LC 9)
Max Grav
2 - 1140(LC 1)
6 - 1140(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3306/4618, 3-4=-3877/5446,
4-5=-3877/5446, 5-6=-3306/4618
BOT CHORD
2-10=-4382/3175, 9-10=-4417/3189,
8-9=-4426/3189, 6-8=-4391/3175
WEBS
3-10=-455/300, 3-9=-929/928,
4-9=-384/309, 5-9=-928/928,
5-8=-455/300
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=15ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; porch left and right exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
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-" 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 757 lb uplift at
joint 2 and 757 lb uplift at joint 6.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 109 lb FT = 10%
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RYAN HOMES III ESTERO BAY Q
WRCEB2MLM I L03
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A0031183
if ruis—es-,- Fort Pierce, FL 34946, design@altFuss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 11:49:50 2018 Page I
ID:ta7uotTo57o0tNCWmTn2mQyhqgX-?r?szcZWVySGpcUGRyADYTmpdHY4uAOGCh[xCazAgXV
4 IT 27- 0-0 --P-0-911-0-0 5-11-2 3-6-14 8-0-0 3-6-14 5-11-2 1-0-0
3,00112
300 --
500 IvIT20HS=
U4 =
5x 10 MT20HS--
10 -
4x6 -
3x4 --
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deA L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.5011-14 645 360
TCDL 10.0 Lumber DOL 1,25 BC 0.81 Vert(CT) 036 11-14 426 240
BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 012 7 n1a n/a
BCDL 110.0 Code FBC2017rrPI2014 Matrix -MS Wind(LL) 0.66 9-17 488 240
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
M-Mik-recommends thad-Stabilizers and required J
cross bracing be installed during truss erection, in
accordance
f- ----. - with, -Stabilizer Installation guide._
REACTIONS. (lb/size)
2 1140/0-8-0 (min. 0-1-8)
7 1140/0-8-0 (min. 0-1-8)
Max Horz
2 = 42(LC 12)
Max Uplift
2 749(LC 8)
7 749(LC 9)
Max Grav
2 = 1140(LC 1)
7 = 1140(LC 1)
FORCES. (lb)
Max. Comp,/Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3408/4734, 3-4=-2960/4219,
4-5=-2869/4163,5-6=-2960/4219,
6-7=-3408/4734
BOT CHORD
2-11 =-4524/3289, 10-11 =-3984/2869,
9-1 0=-3984/2869, 7-9=-4536/3289
WEBS
3-11 =-582/633, 4-11 =-700/432,
5-9=-7001432, 6-9=-582/633
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 16ni TCDL=5.Opsf; BCDL=5.Opsf; h=I 5ft;
Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; porch left and right exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) This truss has been designed for a 1 O.O 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 749 lb uplift at
joint 2 and 749 lb uplift at joint 7.
LOAD CASE(S)
Standard
Dead Load Deft. - 1/4 in
300 =
PLATES GRIP
MT20 244/190
MT20HS 1871143
Weight: 103 lb FT = 10%
Ft.. 4-101, 1 MIN 14.11 l"i, ff.
ANTo—W to, iw, Anthony T. Tornbo A!, P.F.
r 80083
4451 St. Lucie Blvd,
Fort Pierce, FL 34946
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Job Truss Truss Type
WRCEB2MLM MG7C Moncipitch Girder
Ply 1RYANHOMES /ESTER0BAY v2 A003 - I -
I 1- 84
At
Roof
Trusses, Fort Pierce, FL 34946, design@al truss.corn Run: 8,120 s Dec -M-,iT--e—k--l-n-du—st—ri-e-s,--In-c-, FriJun -1- 11:4-9:50-201-8 Pag , e , I ID:zRSREVFepZFZ—
OLY7U9jlztnLF-?r?szcZWVySGpcUGRyADYTmyvHY4u3?GChlxCazAgxv 3-6-
0 3-6-0 1.5x4
11 3x10 11
3x6 11 4x6 ---- LOADING (psf)
SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d TCLL 20.
0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0,02 5-6 999 360 TCDL 10.
0 Lumber DOL 1.25 BC 0.81 Vert(CT) 0.04 5-6 999 240 BCLL 0.
0 Rep Stress Incr NO WB 0.65 Horz(CT) 0.01 5 n/a n/a BCDL 10.
0 Code FBC2017fTP12014 Matrix -MP Wind(LL) 0,02 5-6 999 240 LUMBER - TOP
CHORD
2x4 SP No.2 BOT CHORD
2x6 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 4-1-7 oc purlins, except
end verticals. BOT CHORD
Rigid ceiling
directly applied or 9-6-8 oc bracing. miTe - k -
recommends that Stabilizers bilizers andrequired cross bracing
be installed during truss erection, in accordance with
l'Stabilizer -
Installationguide. REACTIONS. (lb/
size) 1 2026/
0-3-8 (min, 0-2-6) 5 = 1430/
Mechanical Max Herz
1 138(
LC 8) Max Uplift
1 487(
LC 8) 5 = 452(
LC 8) Max Grav
1 2026(
LC 1) 5 = 1430(
LC 1) FORCES. (lb)
Max. Comp,/
Max. Ten. - All forces 250 (lb) OF less except when shown.
TOP CHORD
1-2=-
1532/347, 2-3=-1986/504 BOTCHORD 1-
1
1=-560/1834, 11-12=-560/1834, 6-12=-
560/1834, 6-13=-56011834, 5-13=-
56011834 WEBS 3-
6=-
384/1603, 3-5=-2114/646 NOTES- 1)
Wind:
ASCE 7-10; Vvlt= 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): cantilever left
and right exposed ; end vertical left exposed; Lumber
DOL=1.60 plate grip DOL=1,60 2) This
truss has been designed for a 10,0 psf bottom chord live
load nonconcurrent with any other live loads, 3) *
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. 4) Refer
to girder(s) for truss to truss connections. 5) Provide
mechanical connection (by others) of truss to bearing
plate capable of withstanding 487 lb uplift at joint 1
and 452 lb uplift at joint 5. 6) Hanger(
s) or other connection device(s) shall be provided sufficient
to support concentrated load(s) 1298 lb
down and 301 lb up at 1-0-12, and 805 lb down and
227 lb up at 3-0-12, and 805 lb down and 246 In
up at 5-0-12 on bottom chord. The design/selection
of such connection device(s) is the responsibility of
others. 7) 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-
4=-60, 5-7=-20 Concentrated Loads (
lb) Vert: 11 =-
1 298(F) 12=-805(F) 13=-805(F) PLATES GRIP
MT20 244/
190 Weight: 42
lb FT = 10% r Anthony
T.
Tombo 111, R.E. ft in
ft"
0*.N UK Wh P.M., wt.", ot't."" '-V-w s*@tlk W qa .' "t-04, ".V ftw. 4451 St, wpsel B14, Whayi'
T.MWILPA, ktpo""I-
of lki' document. mml lum'sl PIAMted .0.0 the pemwo 1,00 4 11004 bwc Fwl piefr(' 4 M46
NRgEB2MLM V06 Valley 1 1
A0031185
Job ReferenceAoetional- ...-- - - ---
A1 Roof Trusses, Fort Pierce, FL 34946, design@a1 truss.cam Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 11:49:51 2018 Page 1
I D:zRSRE VFepZFZ_OLY7U9j Iztn LF-T2ZFAya8GGa 7Q13S_fhS4gJ9kg00dg PPRL2 VIOzAgXU
3-0-0 3-0-0
3x4 =
2x4 2x4
5-11 6 0- 10
Plate Offsets X Y- j2:0-2_O,Edgej__-_
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a n/a 999 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 16 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
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.
1MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection in
accorda-nce-,wit,h_,Stabilizer Installation guide. _, _
REACTIONS. (lb/size)
1 - 180/5-10-13 (min. 0-1-8)
3 - 180/5-10-13 (min. 0-1-8)
Max Horz
1 = 17(LC 13)
Max Uplift
1 - 52(LC 12)
3 - 52(LC 13)
Max Grav
1 = 180(LC 1)
3 = 180(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-194/271, 2-3=-194/271
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=5.0psf; BCQL=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) 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) 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-" 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 52 lb uplift at
joint 1 and 52 lb uplift at joint 3.
LOAD CASE(S)
Standard
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d eel9e,l rlaAcer s spur5{ir.dHerx«•.Nr uis«aaaNgrxutrRa drgte;:px,aAr:«hrarirQt.glK[«aAll«d«dAy.amlH;A i.iXerp«atldXatE&aamrMlk.uA tmr,arteixra«fieiilnaXe.e «d#Abjc«A«>ertskmsml rM At?083
de teW+q[aiga«a«fl«ta. AA «kr N«ta!bt Mtte{rerrca«f} rasaMt+ }fvan,«aSGk Masaw't(3;+pdnskNmTE«i Skk Ke rdaaaMMlaa!'«e tlFF b'rnr tae a.Xwsa F.Mrr wftmn Af elrosc N."4-Dow 1'e—«t i1-M«+haan..'.,
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St. Lane Blvd-
Foormo: . ;Fierce, Ft 34946
fole"Okt C.' 2016 A I Roof lrtltlCS-AAfkoA}[-tomflo ftf. P-t- RxpodtllltoA of llllf dAt6mtAl.lAOAf loin, it Rtohibitod."houl tl[e."lle. Roromiao from A too! Ilium ARNArt.Inmbulif,B.1.
RYAN HOMES / ESTERO BAY V2
WRCEB2MLM 1 V10
Al Roof Trusses,
Valley
t truss.com
5.00112
T1
A0031186
s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 11:49:52 2(lt8 Page 1
ID:zRSREVFepZFZ_OLY7U9jlztnLF-xE7dNlam 1 ai_2veeYNDhduslu4OUM6DZf?n2HTzAgXT 10-
0-0 4x4
2x4
4
1.
Sx4 II 2x4 9116
LOADING (
psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) n/a n/a 999 MT20 2441190 TCDL
10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a n/a 999 BCLL
0.0 ' Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 3 n/a n/a BCDL
10.0 Code FBC2017ITP12014 Matrix-S Weight: 31 lb FT = 10% LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 OTHERS
2x4 SP No.3 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. MiTek
recommends that Stabthzers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide - _ REACTIONS. (
lb/size) 1 -
150/9-10-13 (min.0-1-8) 3 -
150/9-10-13 (min. 0-1-8) 4 =
38019-10-13 (min.0-1-8) Max
Horz 1 =
32(LC 12) Max
Uplift 1 =
58(LC 12) 3 -
63(LC 13) 4 -
80(LC 12) Max
Grav 1 -
153(LC 23) 3 =
153(LC 24) 4 =
380(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. WEBS
2-
4=-256/311 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=5.Opsf; h=25ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and
C-C Extenor(2) zone; cantilever left and right exposed ;
end vertical left exposed;C-C for members and
forces 81 MWFRS for reactions shown; Lumber DOL=
1.60 plate grip DOL=1.60 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 lit between the bottom
chord and any other members. 6)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 58 lb uplift at joint
1, 63 lb uplift at joint 3 and 80 lb uplift at joint 4. LOAD
CASE(S) Standard
N1Ag
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o N tM„#4knM as t N,df a:li s2 N «N; .Hl m[.nNn;a, NN rao- rltmt cruet era c. N rn Its u n M acy a :+e<t.a MaN r41 . !n; iz,ylt,t,rNs N N Nt,a n Anthony. Tombo 111, P.E. Nledm.3 s,w i;ap t eeta:a marN o.a rN.e':N+w to gtNawa u o-lsx.Nnt urm ca ne ia.mua area, Ma lw w nt r>:,N,txaM*NI N wu.4wrta,.y„Imatlx+h. sN NawaN twnNae t.w:win oc Y
hnayuwwNl:
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AothonyLfcmbol(1.P-E topsodotioaofthis dowwot,iaGAY lom,ispiohitdedw wtht-ofapeimiasioeimmA-I toot bosses-Anlb"yLiomb-11 p_E For, Pied€,Fl. 3046 A
WRGEKMLM
Al Roof Trusses,
Truss Truss T)
VM2 Valley
A0031187
FL 34946, design@altruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 11:49:52 2018 Page 1
ID:zRSREVFepZFZ—OLY7U9jlztnLF-xE 7dN lam 1 ai_2veeYN DhdusMR4Q I M7fZf?n2HTzAgXT
2-0-0
2-"
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10,0 Lumber DOL 1.25
BCLL 0.0 Rep Stress Incr YES
BCDL 10,0 Code FBC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-0-0 oc
purfins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
M ITek recommends------ that --Stabilizers and required
cross bracing be installed during truss erection, in
accordance- - w-i t-,h--Stabilizer-- Installation guide.
REACTIONS. (lb/size)
1 50/1-11-6 (min. 0-1-8)
2 37/1-11-6 (min. 0-1-8)
3 12/1-11-6 (min. 0-1-8)
Max Horz
1 26(LC 12)
Max Uplift
1 12(LC 12)
2 = 29(LC 12)
Max Grav
1 = 50(LC 1)
2 = 37(LC 1)
3 25(-C 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=1 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) Gable requires continuous bottom chord bearing.
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.
2x4 :--
CS1. I DEFL. in (loc) t1deft L/d PLATES GRIP
TC 0.03 Vert(LL) n/a n/a 999 MT20 2441190
BC ' 2 Vert(CT) n/a n/a 999
WB N00 Horz(CT) 0.00 2 n/a n/a
M at rix- P Weight: 5 lb FT = 1 0 %
5) Bearing at joint(s) 2 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface,
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 12 lb uplift at
joint 1 and 29 lb uplift at joint 2,
LOAD CASE(S)
Standard
Anthony T. Tombo 111, R.E.
IN, 00 W ku ." 0 r. 1'." " W" '*W '%*..w Pm NO. If 80083
44SI St. 1-kicte Blvd,
Fart Pierce, F1 341)46zt (opynim C 2916 A 1 P401 flow Anthony V loffib. 111, P1, ktpodow at thl, dommentm any lofm, is pighbotil .440 tht w'mn FewsS'a" Itt. A 11.01 Imm Anthoy 1, lombo 111, P'L
Job
I
Truss T,.
WRCEB2MLM VM4 Valley
Truss
k1--Ro6fTn;iies-,Fort Pierc-e.--F--L---3-4--9--4-6-. de-s--i-a,n(,a),al-,t-rus-s.-c-o-m--
Ply BAY v2 I
A0031188
Run: 8,120 s Dec 11 2017 Print: 8,120 s Dec 11 2017 MiTek Industries, Inc, Frii Jun 1I 1 i:4 - 9 - - 5 - 3
1
2018 — Pageage 1
ID:zRSREVFepZFZ—OLY7U9jlztnLF-PQh?bebOotqrg3Dq64kwA5OVdUmWSZviu(XbpvzAgXS
1.5x4 11 3
5,00 2
wi
97
5 4
2x4 l,5x4 11
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) n/a n/a 999
TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 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 4-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
M ifelk recommends that Stabilizers and required I
cross bracing be installed during truss erection, inI -'accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 88/3-11-6 (min. 0-1-8)
3 74/3-11-6 (min. 0-1-8)
5 273/3-11-6 (min, 0-1-8)
4 27/3-11-6 (min. 0-1-8)
Max Horz
1 66(LC 12)
Max Uplift
1 13(LC 12)
3 = 74(LC 1)
5 123(LC 12)
4 54(!-C 3)
Max Grav
1 = 88(LC 1)
3 58(LC 12)
5 = 273(LC 1)
FORCES. (lb)
Max, Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-5=-217/380
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) Gable requires continuous bottom chord bearing,
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) Bearing at joint(s) 3 considers parallel to grain value
using ANSUTPI I angle to grain formula. Building
designer should verify capacity of bearing surface.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 13 lb uplift at
joint 1, 74 lb uplift at joint 3, 123 lb uplift at joint 5 and
54 lb uplift at joint 4.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 2441190
Weight: 12 lb FT = 10%
Anthony 1. lombo III, P.E.
80083
4451 St. Won Blvd
a 1ha, dmovol, oft.#y Ivin, is pArboed.4tol llrt., men lotoret"no, 1'.. 4 1 too[ I,# Whoev 1, NO" 111, F.E.
Fort Pierce, Ft 34946
IJob WRQEB2MLM
IVM6 I Valley 1 1 1 A0031189
s
Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 11:49:54 2018 Page I ID:
zRSREVFepZFZ_OLY7U9jtztnLF-udFNozcOZByiHDolgnF9iJxYnuOfq09r7JG9MLzAgXR 1.
5x4 11 2
3
2x4
1.
5x4 11 LOADING (
psf) SPACING- 2-0-0 CS1. I DEFL. in (loc) I/defl Lid TCLL
20.0 Plate Grip DOL 1.25 T C 0.68 Vert(LL) n/a n/a 999 TCDL
10.0 Lumber DOL 1.25 B( 33 01
Vert(
CT) n/a n/a 999 BCLL
0.0 Rep Stress Incr YES WB 0,00 Horz(CT) 0.00 n/a n/a BCDL
10.0 Code FBC2017rTP12014 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 6-0-0 oc purlins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. MiTeR-
recommends---- that Stabilizers aad required cross bracing
be installed during truss erection, in with nc
accordaethStabilizerInstallafionguide, accordance IREACTIONS. (lb/
size) 1 204/
5-11-6 (min. 0-1-8) 3 204/
5-11-6 (min. 0-1-8) Max Horz
I 103(
LC 12) Max Uplift
1 51 (
LC 12) 3 = 94(
LC 12) Max Grav
1 204(
LC 1) 3 = 204(
LC 1) FORCES. (lb)
Max. Comp./
Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-
162/281 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=1.
60 plate grip DOL=1.60 2) Gable
requires continuous bottom chord bearing. 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) Provide
mechanical connection (by others) of truss to bearing
plate capable of withstanding 51 lb uplift at joint I
and 94 lb uplift at joint 3. LOADCASE(S)
Standard PLATES
GRIP
MT20 2441190
Weight: 20
lb FT = 10% Orem Anthony
T.
Torribc) 11T, P.E. j" 80083
Sc St.
LucieBlvd, 40 k,
v. I,— I." k"" 1!,0. tf— 0 . Wen At 4WA W11.1 11 W.4 eT c ri,l Pierce, rL 34446 ApIlianylAmlielAP1, Iii,
p4tinsed this horwriA moy form, ¢ pohili'led .4w Ike .00, P"mikserin 110. A 11.01 11"m
JANUARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION I STDTL01
A-1 ROOF TRUSSES
4451 ST, LUCIE BIND.
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 Comer Jack's
w/ (4) 16d Toe Nails @ TC
w/ (2) 16d Toe Nails @ TC &
3) 16d Toe Nails @ BC 2 BC (Typ)
ca
3ch Corner Jack's
2) 16d Toe Nails
TC & BC (Typ)
apfhx*a Prewp#ya+xrrS'AiIS,F i S,^CkF€1'&tt?tkt[k1M36i NpIY.'t.{p;d11V ,"M1a E!`t?KR7iN,f9FtHM"bra h w'eks+p uue+nw p5;aeln w e+6e,.rxh;ary't@a, of te ra+t t a9:.)Ey,+n i+tdwsnr ktu kmvru Me;E:a6 ,•••••• ,•.•
ex e+esmbassx4Hkaab§rtt+e1BC Ck rtd i-4l: stWx+Esanx;:r Nr+a+tnp.t."j*''Pw, 413&re}tr e;a. Avila".Kdsuax4b+'^4"*wWRmNseroaupd.aonb[x6aaAs(xe4.nttaiRi.l asy rocnwa*s..x 4xg.wlmees set Fsr AWbonv T. tombo IIE, P1eis '=a s A "!
a4"
da n c nrsea e Ka a at s a n ero w umn. t amtir, a area. re a r imx w + aae a as ruwa m ra
ra ^4 gt"-N" a.aava 1lt tbR, .eMA, 0AR xednttan*F; ett e a}Ye&#e§ skc,i p`r. tAaet za 4 tc s,a ttx45n Vw' r intar^ =aaas r.+kgrs»l Min a sns Pezann +.,cmeart?a ++ n<zs ,x#ae '
LucieeA:<•ndxd krfw'arxx wm aam bir*at+vne?an„m`i++n*atMM.aPtsnn+-m Rmn txaxw!nm.^.9+k ACta.u daua*we ea radnre#iSE $i. its Ve E}lyd,
Fork cytwe, =i. 339aF
faprc 4t 26i64-ERaeEiFesut-MntlwaYlJre at.F.E. Reptadrawal uie rsans so gtQru as t roAe0a0r r,rrinaeprtmns^ha A-Eke#kct4es-ArklsayF te ahrM.F.E_
FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03
A
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772AO9-1010
ALTERNATE QIAQQNAL BRACING TQ THE BOTTQM CHORD
V-3'MAX.
DIAL. BRACE
AT 1/3 POINTS
IF NEEDED
IT IS THE RESPONSIBILITY OF THE BLDG.
DESIGNER OR THE PROJECT ENGINEER/ARCM
TO DESIGN THE CEILING DIAPHRAGM AND IT
ATTACHMENT TO THE TRUSSES TO RESIST I
OUT OF PLANE LOADS THAT MAY RESULT FI
THE BRACING OF THE GABLE ENDS.
1-Mlo I it NOW
2X6 DIAGONAL BRACE SPACED 48'
D.C. ATTACHED TO VERTICAL WITH
4) - 16d NAILS, AND ATTACHED TO
BLOCKING WITH (S) - 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) -
1Dd NAILS AT EACH END. ATTACH
DIAGONAL BRACE TO BLOCKING WITH
S) - 10d COMMON WIRE NAILS.
CEILING SHEATHING
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED:
METHOD l: 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.
NAILING SCHEDULE: VERTICAL
FOR WIND SPEEDS 120 MPH (ASCE 7-96, 02, 05), 150 MPH (ASCE
7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF IDd (131'
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 IDd
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 1 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
Tun
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/STUOS ONLY.
JULY 17, 2017 STANDARD PIGGYBACK TRUSS
STDTL04
CONNECTION DETAIL
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
w` CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN
s DRAWING FOR UPLIFTS.
w
NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24" Q.C. OR LESS,
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD,
FORT PIERCE, FL 34946
772.409-1010
0
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" Q.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.
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Tombo.l,, P.E, 800$3
4411 St,
Lucia Btcd. Fu Pierce,
FL 34W
JULY17,2017 I TRUSSED VALLEY SET DETAIL - SHEATHED I STDTI-05
A-1 ROOF TRUSSES
441; 1 CZT I I le-W Rl Vn
FOF
SECURE VALLEY TRUSS
W/ ONE ROW OF 10d
NAILS 6'O.C.
ATTACH 2X4 CONTINUOUS #2
SYP TO THE ROOF Wl TWO USP
WS45 (1/4' X 4.5-) WOOD SCREWS
INTO EACH BASE TRUSS.
DETAIL A
GENERAL SPECIFICATIONS:
1. NAIL SIZE = 3" X 0.131' = 10d
2. WOOD SCREW = 4.5"WS45 USP OR EQUIVALENT.
3, 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",
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 C
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,
kid,ony T. Tombo R1, P.E.
108-3
44t,51 st, kkok, Illvl
Fur m,m FL 34946
1900-1 w 1 TRUSSED VALLEY SET DETAIL STDTL06
nmal
IAI
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
SECURE
W/(
GABLE END, COMMON
TRUSS, OR GIRDER
TRUSS
GENERAL SPECIFICATIONS:
1. NAIL SIZE = 3" X 0.131" = 10d
2. WOOD SCREW = 3" WS3 USP OR EQUIVALENT.
3. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE PER DETAIL
a"
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 NDS - 01.
7, VALLEY STUD SPACING NOT TO EXCEED 48" O.C.
11 1 11 11 U 11 1 11 11 11
1j 4j Ij 11 II
tl 11 11 R N if ff
it
Ij it
If
11
I 1
1 11
VALLEY TRUSS
11 11 BASE TRUSSES
qTYPICAL)
tL Li Ali
l— I P IL P
NO SHEATHING N.T.S.
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 W/ 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.
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JULY'17, 2017
1 F\%JV47L." V1_%1_1_L_ 1 JL. 1 "L_ 1 r%1L.
HIGH WIND VELQCI
STDTL07
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772AW1010
ATTAC
WIND DESIGN PER ASCE 7-96, ASCE 7-1
WIND DESIGN PER ASCE 7-10: 170 MPI
MAX MEAN ROOF HEIGHT = 30 FEET
CATERGORY 11 BUILDING
EXPOSURE B OR C
WIND DURATION OF LOAD INCREASE:'
MAX TOP CHORD TOTAL LOAD = 50 PSI
MAX SPACING = 24" Q.C. (BASE AND VA
JUrrUKI IIVU IKUaJCJ UIKCV I LT UNUCK VALLC7 IKUJJCJ MUJI CSC
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 6112 PITCH NON -BEVELED
BOTTOM CHOR u I I BOTTOM CHORD
CLIP MUST BE APPLIED TO
THIS FACE WHEN PITCH
EXCEEDS 6/12 (MAXIMUM
12/12 PITCH)
Qap
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I FEBRUARY 17,2017 1 STANDARD GABLE END DETAIL 1 STDTL08 , I
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD,
FORT PIERCE, FL 34W
772409-1010
TYPICAL 2X4 L-BRACE
NAILED TO 2X4 VERTICALS
VERT
STUD
SECTION B-B
TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY.
VERTICAL 2X6 SP OR SPF
STUD 2 DIAGONAL
BRACE
4) - 16d
NAILS 16d NAILS
SPACED 6' D.C.
2) 10d NAILS V2X4INTO2X6
2X6 SP OR
SPF #2
2X4 SP OR
SPF #2 ITYPICAL HORIZONTAL
BRACE NAILED TO
VERTICALSX
SECTION A -A W/(4) - 10d NAILS
DIAGONAL BRACE 4' - 0' O.C. MAX.
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
2X4 STO SPF BLOCK
SHEATHING
3X4z PLYWOOD SHEATHING TO
DIAGONAL BRACING L - BRACING REFER
REFER TO SECTION A -A TO SECTION B-B 24' MAX,
NOTE:
1.
2.
MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS.
CONNECTION BETWEEN BOTTOM CHORD OF
2) - 10d
GABLE END TRUSS AND WALL TO 12, 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
SYSTEM.
4. L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR
BETTER WITH ONE ROW OF IDd NAILS SPACED 6' D.C. TRUSSES * 24' O.C.
5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM
AT 4' - 0' OZ,
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' D.C. 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 ATTACHEDL7. 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. 00 NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS
TRUSSES. IF NEEDED
10. 10d AND 16d NAILS ARE OJ31'X311' AND OJ31'X3.5' COMMON WIRE NAILS HORIZONTAL BRACE7RESPECTIVELY. SEE SECTION A -A)
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 1 DIA60NAL
BRACE
2) DIAGONAL
BRACES AT
1/3 POINTS
MAXIMUM STUD LENGTH
2X4 SP #3 / STUD 12'0.C. 3-8-10 5-6-11 6-&I1 11-1-13
2X4 SP 931 STUD 16"O.0 3-3-10 4-9-12 6-6-11 9-10-15
20 SP 931 STUD 24* O.C. 2-8-6 3-11-3 54.12 8-1-2
20 SP #2 12'0,C. 3-10-15 5-6-11 6-6-11 11-8-14
2X4 SP #2 16"O.C, 3-6-11 4-9-12 6-6-11 10-8-0
2X4 SP #2 24' O.C. 1 3.14 1 3-11-3 1 6-2-9 1 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.
END WALL
MAX MEAN ROOF HEIGHT = 30 FEET
EXPOSURE 8 OR C
ASCE 7.10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING.
DURATION OF LOAD INCREASE 1 1,60 CONNECTION OF BRACING IS BASED ON MWFRS.
ABRUARY 17, 2017
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD,
FORT PIERCE, FL 34946
772-409-1010
WITH 2X BRACE ONLY
40TES:
F-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACINC
S IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90% OF WEB LENGTH.
THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TC
ONTINUDUS LATERAL BRACED WEBS.
NAILING PATTERN
T-BRACE SIZE NAIL SIZE NAIL SPACING
2X4 OR 2X6 OR 2X8 10d 6" Q.C.
NOTE: NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON
TWO-PLY TRUSSES NAIL TO BOTH PLIES)
NAILS
r- SPACING
sTDTL09
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 [-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 1-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
T-BRACE
SECTION DETAILS
FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10
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
772-409-1010
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 WOOD SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (DO NOT
USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS)
ANCHOR TO ATTACH WEB WITH (3) - I0d SCAB WITH (3) -.10d
TO TOP CHORD NAILS (0.131' X 3') NAILS (0.131' X 3'). ATTACH TO VERTICAL
BWITH LS ) (
0.i3133X ) NAILS BLOCKINGBEHIND
THE VERTICAL WEB IS
RECOMMENDED WHILE NAILING THE
STRONGBACK 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
CHORD WITH (2) #
12 X 3' WOOD SCREWS
0.216'
OIAJ USE METAL
FRAMING -J ATTACH TO VERTICAL ATTACH TO VERTICAL L INSERT SCREW THROUGH ANCHOR TO
ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d OUTSIDE FACE OF CHORD INTO TO BOTTOM
CHORD NAILS (0131' X 3') NAILS (0.131' X 3') EDGE OF STRONGBACK (DO NOT USE DRYWALL
TYPE SCREWS) TRUSS 2X6
4' - STRONGBACK (TYPICAL
0' WALL
SPLICE) (BY
OTHERS) THE STRONGBACKS
SHALL BE SECURED AT THEIR ENOS 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 (0.131' 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)
EBRUARY 17, 2017 1 LATERAL TOE -NAIL DETAIL I STDTL11
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVO.
FORT PIERCE, FL 34946
772-409-1010
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 OF HF SPF SPF-S
131 88.0 80.6 69.9 68.4 59.7
O135 93.5 85.6 74.2 72.6 63.4
J
162 108.8 99.6 86.4 84.5 73.8
ri
128 74.2 67.9 58.9 57.6 50.3
c>
p
J
131 75.9 69.5 60.3 59.0 51.1
in 148 81.4 74.5 64.6 63.2 52.5
n
ri
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 (OOL) = 291-9 LB MAXIMUM CAPACITY
ANGLE MAY
VARY FROM
30' TO 60'
THIS DETAIL IS ONLY APPLICABLE TO
THE THREE END DETAILS SHOWN BELOW.
VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY.
SIDE VIEW
2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
SIDE VIEW
2X4) 3 NAILS
i NEAR SIDE
NEAR SIDE
NEAR SIDE
45.00°
SIDE VIEW
2X3) 2 NAILS
I NEAR SIDE
NEAR SIDE
NEAR SIDE
NEAR SIDE
ANGLE MAY
VARY FROM
30' TO 6D'
45.000
FEBRUARY 17, 2017 1 UPLIFT TOE -NAIL DETAIL I STDR12
In
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772.4109.1010
THIS DETAIL SHALL BE USED FOR A CONNECTION
RESISITING UPLIFT FORCES ONLY. BUILOING DESIGNER
IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS.
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.
TOE -NAIL WITHDRAWAL VALUES
PER NOS 2005 (LB/NAIL)
DIA. SP OF HF SPF SPF-S
La
131 59 46 32 30 20O
J
R
135 60 48 33 30 20
16 772 58 39 37 25
J
h--
128 54 42 28 27 19
z
Z
Q 131 55 43 29 28 19
LJ
148 62 48 34 31 211
l N
Q
Z
120 51 39 27 26 17
0
Z 128 49 38 26 25 17
O
131 51 39 27 26 17
J
r
O
rh
148 57 44 31 28 20
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
3) - 16d NAILS (0162' OIA. X 35') WITH SPF SPECIES TOP PLATE
FOR WIND OOL OF 1.33:
3 (NAILS) X 37 (LB/NAIL) X 1.33 (OOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
FOR WIND OOL 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 LBS (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 Sl
i4
TOP PLATE
OF WALL
VIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLY
IL
NAIL
NAIL
SIDE VIEW END VIEW
MkY 15, 2018 TYPICAL 2X2 NAILER ATTACHMENT STDTL13
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
2X2 NAILER ATTACHMENT GENERAL SPECIFICATIONS
NEW 2X2 SP NO. 3 ATTACHED TO
OVERHANG WITH (0.131"X3") MIN. 3 NAILS
NOTES.
1. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID
UNUSUAL SPLITTING OF THE WOOD AND PER NDS RECOMMENDATIONS.
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April 11, 2016 TYPICAL ALTERNATE BRACING DETAIL STDTL l4
FO EXTERIOR FLAT GIRDER TRUSS
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
4) 12d
TRUSS 2411 O.C.
UPLIFT CONNECTION
SEE ROOF TRUSS)
EXTERIOR FLAT
GIRDER
12
VARIES L,
4) 12d
MAX 3011(2'-6")
2x6 #2 SP (Both Faces)
24" O.C.
SIMPSON H5
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iF^rrk, FL
FEBRUARY 17, 2017 I STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND !
STDTL15DAMAGEDORMISSINGCHORDSPLICEPLATES
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409.1010
TOTAL NUMBER
OF NAILS EACH
SIDE OF BREAK
X
INCHES)
MAXIMUM FORCE (LBS) 15% LOAD DURATION
SIP OF SPF HF
2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 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 3111 2125 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' OIA. 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 END 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
TRUSS CONFIGURATION
AND BREAK LOCATIONS
FOR ILLUSTRATIONS ONLY
THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO
THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT
AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE).
00 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.
S. 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.
FEBRUARY 17,2017 ( SCAB APPLIED OVERHANGS I STDTL16 t
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
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, DF) TD ONE FACE OF TRUSS
WITH TWO ROWS OF 10d COMMON WIRE NAILS 048' DIk X 3') SPACED 61 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.
NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED
WHEN OVERHANG HAS BEEN BROKEN OFF.
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.
REFER TO INDIVIDUAL TRUSS DESIGN :
FOR PLATE 'ES AND LUMBER GRAOES
f
41P IT-
5r
3 5/8"
5 5/8'r
NOTE: Trusses are designed for SHINGLE material,
Notify truss manufacturer if material is other than shingle,
HATCHLEGEND
12" COFFER
8' - 8" / 9' - 4" A-F-F.
18'-17/8"/ 18'-97/8"A.F,F.i
L 1— 1 U VY L HNU'UK. I K41SJ I U
LEDGER CONNECTIONS BY BUILDER
UNLESS NOTED OTHERWISE)
4 ' NOTE' ALL CEILING DROPS BELOW BEAM ARE
BY BUILDER (UNLESS NOTED OTHERWISE)
NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO
SHOW TRUSS I.D. AND TRUSS LOCATION ONLY,
THE BUILDING DESIGNER IS REPSONSIBLE FOR THE
STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE,
REFER TO THE INDIVIDUAL TRUSS ENGINEERING
DRAWINGS FOR GRAVITY AND UPLIFT LOADS.
FOR BRACING & ERECTION DETAILS REFER
TO SCSI-03 ANDtOR ENGINEER OF RECORD
REPRESENTS THE LEFT SIDE OF zz
EACH TRUSS DRAWING
rz
A `; IUS24 ;'N' tHDa6
8 IUS28 :li MSH422
5 -
G TH026 !%K,•' MUS28
THD28 L,, THM
s "E}
i
TH026-2 3 M` THOHd8
THD28-2 >(Nj THOR28-3
tlBe HANGER BY BUILDER
LOADING ROOF FLOOR I WIND LOAD-
a
LIVE LOAD 20 40 3 ASCE.7 10
O d
u..j. DEAD LOAD I 10 10 1 150 MPH t EXP C
0 I LIVE LOAD I TO- 0 CATEGORY It
and
t*s DEAD LOAD € 14 5 ENCLOSED
TOTAL EGAD 40 55 FBC-2017
DURATION FACTOR j 122 1.00 TPI - 2014
i DATE I BY ( REMARIES
condstsons ttave been revw*ed _ i APPROVED
are acceptable for the
labnca?*n at trusses. -- APPROVED AS NOTED
elevaticxrs,pitcties, ovemaugs
fasc,as.CBiitsl9
REVISE ANO RESUSw,
e€e ritions/pitc Ees, bearing
cmdrbons 8. cif detail pertaining
REIEC'Ea
to thds truss placement plc-, No
back charges wit€ be accepted
without pre-vious YRrtfen
GATE
approval from an A-t Roof
Trusses representative. REVIEWED BY
CUSTOMER RYAN HOMES
JOB NAME ESTMSAYr2'41' 6K4, F)1TA
OPT€ON(S) X744W/49SWRTRAY
COMMNTY
J LOT IT LOT 35
BLDG
TYPE
BLDG
9
JOB M 74398 MASTER WREB2MLM
DATE 01i19;2018
DRAWN SCALE
it a rs
w as>'5 e
E E E
as z
zz-
er_e:
9 S
E ve £
FLOOR t754 -- 1 A-1 RQOF
E = zz E
ROOK 2795,1 „ AO = TRU55E5 a
FASCIA 75. t swHIPtlNE
VALLEY
161,
A FLORtDA CORPORATION a£ UNE
Ph 772409-1010 t Fax 772-409-4015 2 g u g E
DESCRIPTION AS FURNISHED: Lot 35, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86
thiough 92, Public Records of Seminole County, Florida. 7 5, LP
BOUNDARY FOR / CERTIFIED TO: Ryon HomesINVR Inc.
LOT 37
LOT 34
LOT 36
S 00*19'09" E
79.95'
1 34.87' LOT 35 34,87'
44.
10,00,
5!
Q3
EMS-1
10.00'
29,13'
10, UTIL, ESMT.
S 00*19'09" E
34.95'
29.13'
HANWORTH LOOP
50' PRIVATE R/W)
28.46'
M
Q0
D=-90*00'00
R=45. 00'
L= 70.69'
C=63.64'
CB=N45'1 9'09 "W
PROPOSED = FINSHED SPOT GRADE ELEVATIONS IMPERVIOUS COVERAGE = 4,781±- SQUARE FEET OR 54,6% FRONT 25'
PER DRAINAGE PLANS
FLOW
REAR 20' LOT CONTAINS 8,760± SQUARE FEET SIDE = 5' FOR 40' LOTSPROPOSEDDRAINAGEWALKON=39± SQUARE FEET
SIDE = 75' FOR 60' LOTSWALKOFF-715± SQUARE FEETLOTGRADINGTYPEA
DRIVE ON=466±- SQUARE FEET SIDE = 10' FOR 7' LOTS
PROPOSED FINISH FLOOR PER PLANS = 29.4' xq DRIVE OFF(APRON)=166± SQUARE FEET SIDE STREET = 25'
CRUS-EYVHErER -SCOTT ASSOC, INC - LAND SURVEYORS
LEGEND - LEGEND -
5400 E. COLONIAL OR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436
P PLAT PIOU_ - MINT ON LINE NOTES, PICALTYICALFFIELDTYRTY
IF. ]RUN PIPE PC, POINT OF REVERSE CURVATURE U ET RTH BY THE FLORIDA BOARD OF1. THE UNDERS(ONCO, GOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRAC CC S FO
1RIRONRODPCr- PEI NT OF CQ11P"D CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5W_T7 FLORIN AD)41NISTRATPE CODE PURSUANT TO SECTION 472.027,FLORIDA STATUES
C%K CONCRETE: MOMHENT RAD, RADIAL Z UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED $M. THIS SURVEY MAP OR COPIES ARE NOT VALID,
SET 1/21 IR •/#LB 4596 N.R. • NON -RADIALLR,•
VP. HESS POINTWIT J. MIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR, THERE MAY BE OTHER RESTRICTIONSREC, E
CALC, P CALP.Mpl RUCHUTV1:17IBEGINNING CULATED
P I PRA PE MPILCIDINTOFCOMKENCEMENTR ANENT REFERENCE HORMENT
OR CASEMENTS THAT AFFECT THIS PROPERTY
4. NO UNDERGROUND IMPROVEWaS HAVE BEEN LOCATED UNLESS OT"ERMSF SHOWN -
I • CENTERLINE FF. FINISHED THEIR ELEVATION 5 THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY.
N&D NAIL L DISK BSA-, BUILDING SETBACK UNE OL DIMENSIONS SHOWN FOR 771E LOCA77ON OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES.
R/W R - OF -WAY SM. BENCHHARK
ESMT. • EIAGSHTNT Bx, RASE BEARING 7. BEARINGS, ARE aAsw AssvhfED DATUM AND ON ME LINE SHOWN AS BASE BEARING (B.O.)
DRAIN. DRAINAGE tL ELEVIAnONS, IF SHOWN, ARE WED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED,
UTIL UTILITY
CLFC.C INCHAINLINKFENCE CERTIFICATE
OF AUTHORIZATION No. 4596, WBFWOOD
FENCE SCALE DRAWN ETV:C/
B CONCRETE BLOCK P.
C. CURVATUREDATE ORDER No. P1111101R.T.• POINT , TANGENCY @ CERTIFIED BY. DESC. •
DE P TION R
RAS'ICURS OT PLAN 11-19-2018 PLOT7726 -18 L
ARCLE IN D
FORM BOARD FOUNDATIONIELEVS. 02-11-2019 1000-19 C =
CHORD C.
D. • CHORD BEARING NDRTH
THIS
BUILDING/PROPERTY DOES NOT LIE W17HIN 14CRUSE UnR, C S
1 480 THE ESTABLISHED100YEARFLOODPLANEASPERJAMESW, SC , R.L.1 ZONE X.
MAP I 12117CO09OF (09-28-07)
UNIVERSAL UESProjectNo. 0110.19435725-1
700732.0000
Workorder No:
ENGINEERING SCIENCES
Report Date: 2/8/2019 Consultants In:
Geotechni(al E119ineeting - Environmental Sciences 03 GeophysicalServices - Construction Materials Testing - Threshold inspection Building Inspection -
Plan Review Building Code Administration 3532 Maggie
Blvd, Orlando, 32811 - P: 407.423.004 - F: 407.423.3106 10:PIgge
L)2nsjbf T2st Relaort Client: Ryan
Homes 4307 Vineland
Road Suite H-16 Orlando, FL
32811 Project: Kensington
Reserve, House Lot Teiting UES Technician:
Jorge L2 Rodriguez Date Tested:
02/08/2019 3998 Brisson
Avenue, Sanford, Seminole County, FL 32773 Area Tested:
Lot 35 ( 3775 Hanworth Loop Tygs of Itat 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
Pr-
f)
Dptimum Moisture
Field
Dry
Density Pcf)
Field
Moisture
Soil
Compaction
Fill
Depth
inch)
Pass
or
Fail
1 South
Footing Proposed 1-2 ft 105A 12,2 102.5 9.8 97 N/A Pas! 2 West
Footing Proposed 2-3 ft 105.4 12,2 106.3 3 101 N/A Pas: 3 North
Footing Proposed 2-3 ft 105.4 122 103.1 9.4 98 N/A Pas! 4 NortheaStComer
of Pad 1-2 ft 105A 12.2 107,2 8.8 102 N/A Pas: 5 Southwest
Corner of Pad 2-3 ft 105.4 12.2 104.8 91 99 N/A Pas: Remarks: Attime
of testing footings had not been excavated. All densities done on pad area and proposed footing area. 9 4-
1 #-
I ^U—fa f#,- D"I'l", -4 --h— '11 7
FORM R4,02-2017
Duct Leakage Test Report
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Jurisdiction: CL 0 —T—permit#: `16(1 5L
job Information
Builder:
t Community: Lot:
Address:
tt-oUnit:
City: < State: Zip:
Duct Leakage Test Results
System 1
cfm25
System 2
cfm25
System 3
cfm25
Sum of any
additional systems cfm25
Total of all
systems cfm25
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 R4033.3,
Is the air handler unit installed during testing? AYES ($04) []
NO
Performance / ERI Method cfm25 (Out or Total)
To qualify using this method, Qn must not be greater than the
7 -2017 or R406-2017,
t 3 = 1W Qn proposed duct leakage Qn specified on Form R405
Total of all Total Conditioned
systems Square Footage Leakage Type selected on Form Qn specified on Form R405-2017
R405-2017 (Energy Co1c) or R406-2017 (Energy Calc) or R406-2017
Cr CX O.Ot7
ASS FAIL
Duct tightness s a'!e ),erified 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)-438-1516
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: Date of
Printed Name of Tester: Will Torres
License/Certification #: 9704654 Issuing Authority: RESNET
Certificate of Achievement
THIS ACKNOWLEDGES THAT
Will Torres
HAS MET THE STANDARD REQUIRED BY RESNET, 1 /
CERTIFIED HOME ENERGY RATER
RT IN # 9704654
Certification Date: November 7, 2018
Certification Expires: November 7, 2021
f
Tim Smith,
RESNET Quality Assurance Designee
15 1" 1htvears RESNET
QA Provider # (1998-199)
15 lightyears, Inc 15
776 Bennett Drive
Longwood, Florida 32750
June 1, 2018
To: Local Building Department
RE: Slower Door Test & Duct Leakage Test Reports
To whom it may concern,
lightyears
This letter is to request that the attached forms be accepted for compliance of the 2017 Florida 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-80 (page numbers 159-161).
Web link provided for quick access to the TAM document https://tinyurI,com/2017FlBC-TAM
These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401.2,
Prescriptive, Performance, and Energy Rating Index (ERI) 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 (407)-951-3236 tsmith@151ightyears.com
Respectfully,
Timothy StWith
15 Lightyears, Chief Operations Officer
Energy Technical Advisor
RESNET Quality Assurance Designee
IECC 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 BOAF- CDC
W I
FORM R405.4.1-2017
Envelope Leakage Test Report (Blower Door Test)
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Jurisdiction: Permit*
job Information
Builder 6 rk Community:
Y
Address: 7 "76 ,'fo f -A t o':u4' Unit:
City: State: rL Zip:
Air Leakage 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 I and 2,
0 PERFORMANCE 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(50) specified on Form R405-2017-Energy Coic (Performance) or R406-2017 (ERI):
I'M — X 60 + Metbod for calr"111 ting building VolWaLe
CFM(50) Building Volume ACH(50) 0 Retrieved from architectural plans
PAS,,$,,.,t"e haniCal not required) Code software calculated
PASS (with Mechanical Ventilation)
0 Field measured and calculatedFAIL
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 (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 officla/. 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, 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.
L 6.Supply and return registers, if installed at the time of the test, shall be fully open,
Testing Company
Company Name: 15 Lightyears, Inc Phone: (855)-438-1515
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 the compliance method selected above.
Signature of Tester: Date of Test:
Printed Name of Tester: Will Torres
License/Certification #:
9704654
Issuing Authority: RESNET