HomeMy WebLinkAbout3713 Crawley Down Loop - BR18-004427 (a) SFHCITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $
Job Address: 3713 Crawley Down Loop Historic District: Yes No
Parcel ID: 17-20-31-5VC-0000-1350 Residential N Commercial El
Type of Work: New [A Addition 1:1 Alteration El RepairEl DemoE1 Change of'(JseE] Move 1:1
Description of Work: --New Single Family Residence
Plan Review Contact Person: Tracy McDonald Title: Production Adrain
Phone: 407-692-9831 Fax: snail: trmcdona@nvrinc.com
Property Owner Information
Name _BVR_ftCdba_Ry_dn w.
Phone:
Street: 4307 Vineland Rd #H20 Resident of property?
City, State Zip: Orlando FL 32811
Contractor Information
Name __NVR IIRan 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 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
Wffl=
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCENIENTMAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON TIIE JOB SITE BEFORE THE FIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSIJI,T wrrD YOUR FENDER 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 lias eommenced
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 pernrit 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: 5111 Edition (2014) Florida Building Code Revised:
June 30, 2015 Permit Application
NOTICE: E: In addition to the requirements ofthis permit, there: may be additional restrictions applicable to this property that may be
found in the public records ofthis county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance offiennit is verification that I will notify the owner of the property ofthe requirements of Florida Lien Law, FS 711
The City of Sanford requires payment of a plan review lee at the time of permit submittal. A copy of the executed contract is rewired
in order to calculate a plane review charge and will be considered the estimated construction value of thejobat 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 APFIDAVI'T:.1 certify that all of the foregoing information is accurate and that all work will be
done in compliance with all applicable laws regulating; construction and zoning. 10/
31/2018 10/311201 Stla
atu weer ve nt Date signatur ntractor/ gent Date Tracy
McDonald Tracy cDonald Print
Oomer/Agent's Name Print C ntractor/Agent's Nance 10/
1 /2011 10/31 /2018 nature
oPNotary-state of Florida hate signature of Notary -State ofF lorida Irate. C,
C 0,EM5f
Crivner/
Agent is _X_ Personally Known nto Me or Contractor/Agent is .._.X_w_ Personally Known to idle or Produced
IL) .,__._...._.._ ..hype of ID _ Produced 1I Type of ID . BELOW
IS FOR OFFICE USE ONLY permits
Required: Building Electrical 2 Mechanical a PlUmbin Gas[] Roof'--' Construction
Type: w _
Occupancy Use: 'f loodrennet ,- ° e Total
Scl Ft of Bldg:._ Min. Occupancy yLoad: i ## of Stories:. New
Construction: Electric - ## of Amps 2-00 Fire
Sprinkler Permit: Yes No Er #of Heads APPROVALS:
ZONING: ,l t s t t1 UN I THES: ENGINEERING: ±
ftTCl i 3" FIRE:
C()
NTS: k to construct single family home with
setbacks and impervious area shown
on plan. I. a c) vc I - 949rt
t`x Plumbing - #
ofFixtures— I F ire
Alarm Permit: Yes No WASTE WATER:
BUII,,IIIN< :
5' Lt t? Revised: June
30, 2015 Permit Application
1CIS
CITY OF SANFORD
DING & FIRE PREVENTION
PERMIT APPLICATION
Application No: IA L I
Documented Construction Value: 94 033
Job Address: 3713 Crawley Down Loop Historic District: Yes [I No
Parcel ID: 17-20-31-5VC-0000-1350 Residential N Commercial 0
Type of Work: New [A Addition 11 Alteration El RepairEl Demo[] Change ofIlse El Move 11 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 _
RVRj_NCdbzjWan Hom-u—.— Phone: 407-692-9831 Street:
4307 Vineland Rd #H20 Resident of property? City,
State Zip: — Orlando FL 32811 Contractor
Information Name
NVRIqg dba Ran 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 Desi'n Phone: 407-774-6078 1441
N Ronald Reagan Blvd dFax: City,
St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding
Company: N/A Mortgage Lender: — N/A Address:
Address: WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced
prior to the issuance of a permit and that all work will be pet -formed 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. FpC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised:
June 30,2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713,
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning®
10/31/2018 10/31/2018
Sign —atuXwner cit— Date 4aturntractor/ gent G Date
Tracy McDonald Tracy McDonald
Print Owner/Agent's Name Print Q t t /A ---- t' --- N
10/31/2018 z7=10/31/2018
Signature ofNotary -State of Florida Lute Signature of Notary -State of Florida Date
M MEAGAN LYNNE FOWLER sy puee MEAGAN LYNNE FOMER
0
p MY COMMISSION # GG 063253
f MYCOMMISSION # GG 063253ccl'
EXPIRES: January 17,2021EXPIRES: JanuM 17, _2021 Dr f Ron4ed 1-hru Budget Ntaary services
or VwS, eondad Thru Budget Notary SerOces
Owner/Agent is _)(_ 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 0 Electrical E] Mechanical [] Plumbing[] Gas[] RoofE]
Construction Type: Occupancy Use: RIMMWAffin
Total Sq Ft of Bldg: .— in. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes El No 0 # of Heads Fire Alarm Permit: Yes [I No [-]
APPROVALS: ZONING:
E,NGINEERING:
COMMENTS:
UTILITIES:
1/1' /
1'4 WASTE WATER:
FIRE: _ BUILDING:
Revised: June 30,2015 Permit Application
11 Fill 111111111 llil 1 1111111 i I I 11111
THIS INSTRUMENT PREPARED BY:
Name. NVR Inc. dba Rvan Homes
112
Permit Number BR18-004427
Parcel ID Number: 17 -------jZ-20-31-5VQ-Q00Q-1 350
n7T7MM71 ,-, I'll, It
following InGmation is Wovided in this Notme' of Commencement
1. DESCRIPTION OF PROPERTY., (Legal description of the property and street address If available)
Lot# 13t.
IMAI Loa M. ITOrom a0
I
to
I
if
I I
SM
VA
D ayna Mitchell Assistant Se.retary
isgnak" ror Lem (Pdnt Name and PrWde Signalorfs'nUMCO)
AuLhor! Ofter0recoar/Partner/Manager)
State of i County of
The foregoing Instrument was acknowledged before me this day ofAJ-9—
Who Is, ersonally known to rho Y--aR
Name of pamon makorq; statermnt
who has produced Identification 0 type of Identification produced:
N ftnahme
KRISTIN R FERRILL
Commission If GG 233069
Expires July 11, 20210rc0080nde, Thm Bodo Notaryservices
COUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100009 DATE. December 06, 2018BUILDINGAPPLICATION ##: 18-10 00935
BUILDING PERMITNUMBER: 18-10000935
IT ADDRESS: CRAWLEY DOWN LOOP 3713 17.20-31-5VVCx0000-1350
TRAFFIC ZONE:022 JURISDICTION:
SEC* P» SUE. PARCEL.
SUBDIVISION: TRACT:
PLAT T3COK. PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT N R INC DBA RYAN HOMESADDRESS: 4307 VINELAND ROAD SUITE M-20 CURL DO FL 32€311.
LAND USE; SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY - FORD
SPECIAL NOTES: 3713 LEY DOWNLOOP / KENSIN"G`TON L---------------------------------------------------------------------- RESERVE SFR
FEE BENEFIT RATE UNIT CALC UNIT TOTAL, DUETYPETWISTSCHEDRATEUNITSTYPE
ROADS -ARTERIALS CO -WIDE OR T
Single Famil Housing 705.00 1.000 dwl unit 705.00ROS-COLLECTO S N/A
Sinc le F l Housing .00 1.000 dwl unitFIRERESCUEN/A 00
LIBRARY CO -WIDE ORD 00
Sin le Family H usin 54.00 1.000 dwl unit 54.00SCHOOSCC - W DE ORD
Family Housing 9,000.00 1.000 dwl unit 9,000.oPASingle
LAW ENFORCE N/A 00
DRAINAGE N/A 00
00
AMOUNT SUE 9,759.00
PERSONS ARE ADVISED THAT THIS IS A. STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYTYROADFIRERESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERIT.
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 RE EXERCISED BY FILING A WRITTEN RE VEST WITHIN 45 CALENDARDAYSOFTHEDATEABOVEBUTNOLATERT
CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST"` FOR REVIEWMUSTMEETTHEREUIREN'.T S OF THE CCU TY Nth DEVELOPMENT CODE. COPIES OF RULES SOVE ING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771, 407-665-7356.
PAYMENT SHOULD HE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORDBUILDINGDEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771.
PAYMENT SHOULD BE BY CHECK OR MONEY" ORDER AND SHOULD REFERENCETHECOUNTYBUILDINGPERMIT ' NUMBER AT HE TOP LEFT OF THIS STATEMENT,
IS STATEMENT IS NO LONGER VALID IF A BUILDING PERMITIT IS NOTISSUEDWITHIN60CALENDARDAYSFROMTHEDATEABOVE
A k \ (4,
ALL RESIDENTIA1, PROPERTIES
Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Project Name: Kensington Reserve Project.Address: 3 cicq<tA-4 I &
Building Permit #.J (-0 54Lk' Electrical Permit #
In consideration for authorizing the appropriate utility company to energize the facility, we agree with and
understand the following:
1. This Tug/1're-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,
1 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 set -vice
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 roams 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 ARJ). 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,
7If provided, the fire sprinkler system must be operational with water on the system prior to pre -power, 8.
TUG approval is for service and outside GFC1 outlets only. 9.
Check with the local jurisdiction for fees associated with tugs. Scott
James Faber Ryan Homes Scott James Faber - Ryan Homes Scott L Easterbrook - Palmer Electric rinit
Name of—' w nant Print Name of r—.
11
for Primblanie of El. Contractor Signature
f i enant Signature f c ontractor Signature of El, Contractor CGC151715
ECO003096 Gen.
Contractor License #- El. Contractor License # J'
URISDICTION EMPLOYEE JURISDICTION:
CALLEDINT
O: a Progress Energy ri Florida Power and Light on — —/—/,
COUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100009
BUILDING APPLICATION #: 18-10000935
BUILDING PERMITNUMBER: 1.8-10000935
DATE: December 06, 2018 9 -5 t .
UNIT .ADDRESS: CRAWLEY DOWN LOOP 3713 17-20-31-5VC-0000-1350
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUE: PARCEL:
SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE. BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: NVR INC PEA 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: 3713 CRAWLEY DOWN LOOP / KENSINGTON
RESERVE / SFR
a___m_______-__.®____.__._____
FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE
ROADS -ARTERIALS CO -WIDE ORD
Single Family Housing 705.00ROADS -COLLECTORS 1.000 dwl unit 705.00N/71
Single Family Housing .00 1.000 dwl unitFIRERESCUEN/A 00
LIBRARY CO -WIDE ORD 00
SintEle Family HouSin 54.00SCHOOLS 1.000 dwl unit 54.00CO -WIDE ORD
Single Family Housing 9,000.00 1.000 dwl unit 91000.00PARKSN/A
LAW ENFORCE N/A 00
DRAINAGE N/A 00
AMOUNT DUE 9,759.00
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPEWT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF A OF THE ABOVE MENTIONED IMPACT FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVE, BUT NO LATER THAN
CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEWMUSTMEETTHEREQUIREMENTSOFTHECOUNTYLANDDEVELOPMENTCODE, 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 SANFORDBUILDINGDEPARTMENT
1101 EAST FIRST STREETSANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCETHECOUNTYBUILDINGPERMITNUMBERATTHETOPLEFTOFTHISSTATEMENT,
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOTISSUEDWITHIN60CALENDARDAYSFROMTHEDATEABOVE
10/31/2018 :SCPA Parcel View: 17-20-31-5VC-0000-1350
s . ,Ly_f c rc _°d
PtarcO: 1 r 10-31 15VC-t1000 1 50
PropertyAddress: dress: 3713 CRAWLEY [DOWN LOOP SigE l"t RD, FI_ 3277 Parcel
Information Value Summary Parcel
17-20-31-5VC-0000-1350 2019 Working 201£3 Certified Owner(
s) BRISSON WEST PROJECT I LLC Values
Values I
Valuation Method Cost/Market Cost/Market Property
Address ' 3713 CRAWLEY DOWN LOOP SANFORD, FL 32773 t_.. Number
of Buildings 0 0 Mailing .
3601 RIGBY RD SUITE 300 MIAMISBURG, ON 45342-5038 Depreciated Bldg Value Subdivision
Name hCN"LINt 1CiV RC EI2t E Depreciated E:XFTValue Tax
District S1-SANFORD Land Value (Market) $52,000 $52,000 DOR
Use Code 00-VACANT RESIDENTIAL Land Value Ag ; Exemptions.
f a S.(1 rke l ka. $52,000 $52,000 Portability
Adj f
Save Our Homes Adj $0 $0 Amendment
1 Apt $0 $0 f
P&G Adj $a $0 Assessed
Value $52„000 $52,000 Tax
Amount without SOH: $976a 01 f2018
fax Bill Amount $976.01 12
T 1x E[strrtaaterr, Save
Our }comes Savings: $0.00 ti
4 . t Does NOT INCLUDE Non Ad Valorem Assessments h
3" Legal
Description LOT
135 KENSINGTON
RESERVE P13
91 PGS 86-92 Taxes
Taxing
Authority Assessment Value Exempt Values 1 Taxable Value County
General Fund. ... .. $52,000 ... $0 $52,000 , Schools $
52,000 $0 $52,000 City
Sanford $52,000 $0 $52,000 SJWM(
Saint Johns Water Management) $52,000 $0 $52,000 County
Bonds $52,000 $0 $52,000 Sales
Description
Date Book Page i Amount Qualified Vac/imp No
Sales Land
Method
Frontage Depth Units Units Price Land Value LOT' ..
1 $52,000.00 $52,000 Building
Infoirmation Permits
Permit #
Description Agency Amount CC) Date Permit Date http://
pareeldetail.sepafl.org/ParceiDetailinfo.aspx?PID=1720315VC00001350 1/2
LIMITED POWER OF AT"I"ORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date:
I hereby name and a voint: rrzkq McDonald
an agent of-,---- N
I
VR - Inc , dba 12yan ffomes
Narne of'Company)
to be my lawful, attomey-in-fact to act for me to apply fior, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
El 'rhe specific permit and application for work located at:
1_,xpiration Date for 'nisLLamed Power of Attorney: 12131/2019
License Holder Narne: Scott Jarr)es Faber
tote License Number: CGC1517
Signature of I-Acense Holder-
STA1717 OF FLORIDA
COIJNTY OF
The Boregoing instrument was acknowledged before me flags - day of 6 4-
00.1 _ 8 lay.,. _5pq J Fer 00 WhoisX10Scottam - es ab "" tb
in Or F.jwho has produced as identification
and who did (did not) take an oath, VAS -
A3,
3254 ri
t
NOU Print
or type narne Notary
public - State of Commission
No. My
Commission Expires:,-- _, ....... .. ...
1 . '' ;:
x
Walkway Including Right -of -Way Use
AA
1877
wwwstror"40V Depatlotent of Planning & 0"opment Servicos
300 North Park Awnue, San 71
Phone; 4VA88,6140 Fa)c.
FAI EN #0MIRM
1, Project Location/Address: 3713 Crawley Down Loop, Sanford, FL 32773
2. Proposed Activity: F> J Driveway Walkway Other:
3. Schedule of Work: Start Date Completion Date Emergency Repairs
4. Brief Description of Work: Construction of New Single Family Horne
This apocattan
Plicipoty
S"ture"
Astorm: 430 Rd #H-20 Orlando, FL 32811
Phone: (407) 692-9831 Fax:
Reque"st r's p try to recover wMs of restoration,
conneoied vft the use of the City's rightqY way,
Print Name: Tracy McDonald
Email: trmedona@nvrinc.com Date: 10/31/2018
11HEINRoRelffff JurjE"t
Flu
Please call 407A88.6090 24 hours In advance to schoduto a pro -pour Inspection.
Pre -pour Inspection by: Date:
Official Use Only
Application No: Fee: Data:
Reviewed -
Public Works Data:
Utilities Data:
Approved:
Engineering Date:
Site Inspected lay: Date:
Special Permit Conditions:
Novembar2015 ROW Use
DESCRIPTION AS FURNISHED: Lot 135, KENSINGTON RESERVE,
WR
os recorded in Plot Book 8 1, Poges 86
through 92, Public Records of Seminole County, Florida,
PLOT PTAN FOR / CERTIFIED TO: Ryon HomesINVR Inc.
TRACT J
POND-D
N 00"19,09" w
46.18'
31.50' 3IM'
6,0 5.00'
Al EXT. LANAI 61
Z=-L--
300' 0
0, U,'
LOY' 135 LOT
134 LOT136 (Z) PROPOSED
MODEL LARGO
VS I - L GARAGE
RIGHT y
16'
DRIVE` 25.
50 VE50' 10'
UTIL. ESML 5'
CONIC, WALK AT
000.19,09" w 46-
18' DRAINAGE
INLET C)RiAWZLEi7YID)OJWJv LOOP PER
CIVIL PLANS 5W PRIVATE P/W) PLOT
PLAN ONLY NOT A SURITY PROPOSED =
FLNSHED SPOT GRADE ELEVATIONS yr1-11 1- FRONT
25' 0'f? DRAINAGE PLANS IMPERVIOUS COVERAGE = 2,1181 SQUARE FEET OR 39.9g LOT
CONTAINS 5,3111 SQUARE FEET REAR 20' PROPOSED
DMNAGE FLOW WALK ON-43 SQUARE FEET SIDE - 5' FOR 40 LOTS LOT
GOADING TYPE A WALK OFF=2311 SQUARE FEET SIDE = 7.5' FOR 60 LOTS PROPOSE`
5g)"-Iop0FINISHFLOORPERPLANS29.9' DRIVE ON=408-+ SQUARE FEET SIDE - 10' FOR 75' LOTS DRIVE
OFF(APROAR-128* SQUARE FEET SIDE STREET = 25' I
K7 __SCOTT JA[MC L pSSOC. , -INC ALAND 511-ITR VEMR,S LEGEND
LEGEND 5400
E. COLONIAL DR. ORLANDO, FL, 32807 (407)-277-3232 FAX (407)--658-143fi p PLATPBL. POINT ON LINE ROOM FIELD ITOTYPICALRONPIPE
PKC. POINT Or REVERSE CURVATURE N' RON
ROD GCZ, POINT OF COMPOUND CURVATURE I THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRAC77CE SET FORTH BY TNT FLORIDA 60AP,") (IF CONI;RETE
ITHY(ENT RAD, RADIAL PROFESSIONAL SURVEYORS MV UAPPERS IN CHARTER WI-17 FLORIDA ADMINTSTRATIVE CORE PURSUANT TO SECTION 472.027, F0RI,M STArvC, I 1
112' IS, ./OLB 4596 NST NON -RADIAL IM 2, UNLESS EMBOSSED WITH S(.AVDOICS SKRAGrURE AND ORIGINAL "RED SEAT, THIS SURVEY MAP OR COPIES ARE NOT VU,R), AF;:. r
RECOIERED wp. R WITNESS POINT 1 THIS SURVEY WAS PREPARED FRS, N ITTLE INFORMATION FURNISHED TO THE SURVEYOR, THERE DAY UP OTHER RESTRICTIONS 0 OALC.
CALCULATED POINT CTEEGINNMIOREASEMENTS THAT AFFECT INTO IFIR)PERTY, 110CPOINT 01
COMMENCE -ENT PAR PERMANENT REFERENCE MONUMENT 4. HIT UNDIDOGROUND IMPROVEMENTS DIVE BEEN LOCATED UNLESS OTHERWISE SHOWN, 1 Fl FINISHEDFLOORELEVATWN1L & VIWSA- BUILDINGSETAIACK LINE S. THIS SURNZY IS PREPARET) FOR THE SOLE BENEFIT OF CHOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTU, R I all , -
OF,W, DJ41 BENCHMARK 6. ONGENOCINS SHOWN FUR '€Ih' LOCATION OF' MAPROVEVENTS HEREON SHOULD NOT BE USED TO RECONErRuCT BOUNOARY LINES Mr CASEMENT B.
B. RASE REARING 7, V&AJUNGS, ARE DARED ASSUMED BATVM AND ON THE LINE SHOWN AS BASE BEARING DER) UTAI ArE LTh'
ILITY 8ELEVATIONS, 0' SHOWN, ARS BASED ON NATIONAL GEODETIC SEND". VATIA4 OF 1929, UNLESS OTHERWISE NOTES. CL Fc CHAIN
LP,K MCI` B CERITFISATE OF AUTYPATTAUCIA M., WERE W1,11-c"
GOLDFENCE 1, /1 CONCRETE
CLOCK p C POINT
OFCURVATURE CA SCALE I-- 120 oTEAPIN By, POINT OF TANSENTY
FL LATE CLRIIERMPLOF i1 USCRIPTIONCERTIFIEDBY. tJry Y C, RADIUSH`C LENOIR
PLAN 107-18--2018 6818- 15 D DELTA CHORD
C'URDIWARPLI
THIS SUILDINCIPROPERFY DOES
NOT LIE WITHIN YGS-FNIMEY THE ES7ABLISHF0700YEARFLOODPLANEASPER 'FIRM' JTI X. R, ISL.S. IF 4 14 Tr SCOTT, L,SIF 4801 ZONL MAP j12117CO09OF (09--Z8-07)
BP200IO3 CITY OF SANFORD
Application Inquiry - Fees
11/05/18
08: 18 : 03
Property . . . . : 3713 CRAWLEY DOWN LP
Fee
Class/Type/Description Trans amt Amt due Stract Permit In
AF 01-APPLCTN FEE -BUILDING 25.00 25.00
BE, 01-BLDG PLAN REVIEW 225.00 225.00
Credit fees due:
Revenue fees due:
Total due:
F12=Cancel
CITY OF SANFORD
LJUNER R10EIP7*0
KANDA p K Draw.
Date: 11/05/18 61 ReceiPt no: 21396
Year 4timber Allount
2018 4427
MS CRAKEY DOWN LP
SANFORD, FL 07a
BP BUILDING PERMT RECEIPTS4256.0@
Tender detail 212CKCALKM911 4250-89
rot,j tendered $2158. go
Total paysent $25C6.00
Traps Data: 11/05/19 Time: 6:19:210
00
250.00
250.00
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of BlUsiness and Professional Regulation - Residential Performance Method
Project Nafse: Lotl 35KensingtonRes(.=i-vE,,LargoLGRE Builder Name: RYAN HOMES
Street: 3713 CRAWLEY DOWN LOOP Permit Office: SANFORD
City, State, Zip: SANFORD, Ft-, 32773 Permit Number
Owner Jurisdistiow 691500
Design I ovation: FL, Orlando ("orinty:: Seminole (Florida Climate Zone 2)
1, New construction or existing New (Frorn Plans) 9. Wall 'rypas(2524.0 scri't) InSUlation Area
Z Single, family or" multiple family Sing 1048roily a. Frame- Wood, Exterior R=110 1208,00 ft2
b. Concrete Block - lot Instal, Exterior R=4,1 966M W
3, NUrribor of units, if multiple family 1 c. 1rarne -Wood, Adjacent R=110 350.00 ft'
4. Number of Berfroorns 4 it, N/A R= ft2
10. Ceiling-1-ypes (1301,0 srift.) Insulation Area
5, Is this a worst case? No a, Under Attic (Vented) R=30.0 1301.00 fix
6, Conditioned floor area above grade (f ,°) 2169 b. N/A R= ft2
Condifloi iod floor area below grade (ft2) 0 c, N/A R= fP
11. DUCtS R ft2
7. Windows(244.8 scift.) Description Area a, Sup: Attic, Ret: Attic, AH: Main 6 43t 8
a. U -Factor: Dbl, U=035 196.75 1`12
SHGC: SIAGC=0,29
Dbl, 1_1=0 62 48,00 fF Iencyb, U- Factor 12, Cooling systerns kBtu/hr Effic
SHGC: SHGG=0,29 ,,i, Central Unit 34.8 St: ER:15,00
c. U-Factor: N/A ft2
SHGC: 13, Heating systerns kBtu/hr Efficiency
d, U-Factor: N/A ft2 a. Electric Heat PUMP 32.6 HSIPF:8.50
SIAGG:
Area Weighted Average Overhang Depth: 4.284 ft.
Area Weighted Average SfiGG: 0,290 14. Not water systems
8, Floor Types (1301,0 sqft.) InSdation Area
a. Electric Cap: 50 gallons
EF: OMO
a. Slab -On -Grade Edge insulation R=0,0 904,00 W b. Conservation features
b. Floor over Garage R=1 1,0 397.00 ft2 None
c. N/A R= ft2 15, credits lostat
Total Proposed Modified Loads: 62,88
Glass/Floor, Area: 0,113
Total Baseline Loads: 65,42 PASS
I hereby certify that tire plans and specifications covered by Review of the plans and
this calculation are in connplian:ce: with e Florida Energy specifications covered by this
Code, calculation indicates compliance
with the Florida Energy Code.
PREPARED BY: Before construction is completed
DATE _ w. — ----- this building will be inspected for
compliance with Section 553.908
I hereby certify that this building as designed, is in compliance Florida Statutes,
with the Florida Energy Code.
OWNER/AGENT:— J (A BUILDING OFFICIAL: ........... ..
DATE. DATE.
Compliance requires certification by the air handler unit manufacturer that the air handier enclosure qualifies as
certified factory -sealed in accordance with R403,3.2.1.
Compliance requires air Air Barrier and Insulation Inspection Checklist in accordance with R402,4.1.1 and this project requires an
envelope leakage test report with envelope leakage no greater than 6.60 ACH50 (1 402AA. 2).
Compliance with a proposed duct leakage Cin requires a Duct Leakage Test Report confirming duct leakage to outdoors,
tested in accordance with ANSI/RESNETIICC 380, is not greater than 0.060 Qn for whole house,
10/17/2018 1:19 Pro Ener9yC,au9e®R USA - F'IaRes2017 Section R405.4,1 Compliant Software Pa( .Ja , I of 4
SQ.FT. CALCS EXTRDR MA50 RY
15- FLQ MNG W4 e,-;L -T. LL 1 LL-=-]T!
DIV FLR LMW— 7,265 SQ, ET. 4' 5W.,
TOTAL LI'AW, T,
ENTRY 40 Sa FTLOAD BF -I .4LL
rlAR4-1E 44e 60,FT
LANAi 260 so. F-1
TOTAL S.T. NON-5Ra
163-01 x I „-ol 5
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A 28.451-30,%
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WIND DESIGN CRITERIA
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07S 0 ........................ SUBDrv. &
LOT* KENSINGTON
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THE Vu :- vE51SFL' WIND >?EEJ. J%R, 67N ED. !2 ' A} L.CRJS 'F=WSE
NDIMIti;4L TESTEV VALGE5 USED BY PRODUCT M4NUF"FACT'URER0.
t 2s;
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114' VNnB e 24'
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C-rl SECONDFLOOR
PLAN SCALE: 1/
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UB—
Div.1KENSINGTONMODEr— LARGO
PAGE:
SECOND
FLOOR
PLAN
ARCHITECT,
A
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FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Narne: L.otl 35KensingtonReserveLargoLGRE Builder Marne: RYAN HOMES
Street: 3713 CRAWLEY DOWN LOOP Permit Office: SANFORD
City, State, Zip: SANFORD, FL, 32773 Permit Number
0 #18Owner: Jurisdiction: 150 Design
Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) 1.
New construction or existing New (From Plans) 9. Wall Types(2524.0 sqft,) Insulation Area 2,
Single family or multiple family Single-family a, Frame - Wood, Exterior R=110 1208,00 ft' b.
Concrete Block - Int Insul, Exterior R=4,1 966.00 ft2 3.
Number Of Units, if multiple family 1 c. Frame - Wood, Adjacent R= 13.0 3%00 ft2 4.
Number of Bedroorns 4 d. N/A R= ft2 10.
Ceiling Types (1301,0 sqft,) Insulation Area 5,
Is this a worst case? No a, Under Attic (Vented) R=30,0 1301.00 ft' 6.
Conditioned floor area above grade (ft') 2169 b. NIA R= ftx Conditioned
floor area below grade (ft2) 0 c. NIA R= ft2 11,
Ducts R ft2 7.
Windows(244.8 scift.) Description Area a, Sup, Attic, Ret: Attic, AH: Main 6 430,8 a.
U- Factor Dbl, U=0,35 196.75 fF SHGC:
SHGC =029 b,
U-Factor: UK U=0l62 48,00 ft2 12. Cooling systems kBtu/hr Efficiency SFIGG:
SHGC=019 a. Central Unit 34,8 SEER:15.00 c,
U-.Factor: N/A ft2 SHGC:
13, Heating systems kBtumr Efficiency cL
U-Factor: N/A ft2 a. Electric Hear Purnp 32,6 HSPF:8.50 SFiGG:
Area
Weighted Average Overhang Depth: 4284 ft. Area
Weighted Average SHGC: 0190 14. [lot water systems Floor
Types (1301.0 scifL) Insulation Area a,
Electric Cap: 50 gallons EF:
0.950 a.
Slab On -Grade Edge Insulation R=0.0 904,00 ft' b. Conservation features b.
Floor over Garage R=1 I .O 397.00 ft' None c.
N/A R= ft2 15. Credits Pstat Glass/
Floor Area: 0,113 Total
Proposed Modified Loads: 62.88 PASS TotalBaselineLoads: 65.42 I
hereby certify that the plans and specifications covered by Review of the plans and this
calculation are in compliance with e Florida Energy specifications covered by this Code.
calculation indicates compliance with
the Florida Energy Code. Before
construction is completed 411 PREPAREDBY: 94 DATE: Scott Pratt this building will be inspected for 0 compliance
with Section 553.908 I
hereby certify that this building as designed, is in compliance Florida Statutes. a'
Energ o"e" or`ld ewiththeFloridaEnergy Co e, WE OWNER/
AGENT:- BUILDING OFFICIAL: DATE:
10_' /1"_ DATE: Compliance
requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as certified
factory -sealed in accordance with R403.3.2,1. Compliance
requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1 .1 and this project requires an envelope
leakage test report with envelope leakage no greater than 6.50 ACH50 (R402.4.1.2). Compliance
with a proposed duct leakage Can requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested
in accordance with ANSI/RESNET/ICC 380, is not greater than 0.060 tin for whole house, 10/
1712018 1:19 PM EnerqyGaUgeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4
FORM R405-2017
PROJECT
Title: Lott 351<ensingtonReservel. ar Bedrooms: 4 Address type: Street Address
Building Type: User Conditioned Area: 2169 Lot # 135
Owner Name: Total Stories: 2 Block/Subdivision: KENSINGTON
of Units: 1 Worst Case: No PlatBook:
Builder Name: RYAN HOMES Rotate Angle. 0 Street: 3713 CRAWLEY DOW
Permit Office: SANFORD Cross Ventilation: No County, Seminole
Jurisdiction: 691500 Whole House Fan: No City, State, Zip: SANFORD,
Family Type. Single-family FL , 32773
NewlExisting: New (From Plans)
Comment:
CLIMATE
Design Temp Int Design Terns Heating Design Daily Temp
Design Location TMY Site 97,5% 2.5 % Winter Summer Degree Days Moisture, Range
FL, Orlando FL—ORLANDO—INTL-.AR 41 91 70 75 526 44 Medium
BLOCKS
Number Narne Area Volume
1 Blockl 2169 18436.5
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated
I Main 2169 18436,5 Yes 5 4 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter R-Value Area Joist R-.Value Tile Wood Carpet
l Floor over Garage Main 397 ft' 11 0A6 0 0.84
2 Slab -On -Grade Edge Insulatio Main 1015 it 0 904 ft2 0,39 0 0,61
ROOF
Roof Gable Roof Solar SA Emitt Ernitt Deck Pitch
Type Materials Area Area Color Absor. Tested Tested Insul. deg)
I Gable or Shed Composition shingles 1371 ft' 216 ft2 Medium O.85 N 0,85 No 0 18.4
ATTIC
Type Ventilation Vent Ratio 0 in) Area RBS IRCC
Full attic Vented 300 1301 ft N N
CEILING
Ceiling'type Space R-Value Ins Type Area Framing F roc Cruss Type
I Under Attic (Vented) Main 30 Blown 1301 ft' 0,11 Wood
10/17/2018 1:19 PM EnergyGaUge(10 USA - FlaRes2017 Section R405A.1 Compliant Software Page 2 of 4
FORM R405-2017
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar BelowVOrntloWaltTypeSpaceN-.Value ''I,Ft--- In Ft in R-Value,, Fraction Abscrr. GradO/.--
1 N Exterior Frarne - Wood Main 13 45 6 8 0 364.0 ft2 0 0.23 O.6 0
2 N Exterior Concrete Block - Int InSUI Main 41 27 0 9 4 252.0 ft2 0 0 0.6 0
3 E Exterior Frame - Wood Main 13 30 0 8 0 240.0 W 0 0,23 0.6 0
4 E Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ft2 0 0 O.6 0
5 S Exterior Frame - Wood Main 13 45 6 8 0 364,0 ft2 0 0.23 0,6 0
6 S Exterior Concrete Block -- Int Insul Main 4,1 38 0 9 4 354.7 fP 0 0 0.6 0
7 W Exterior Frame - Wood Main 13 30 0 8 0 240.0 fP 0 023 0,6 0
8 W Exterior Concrete Block - Int IoSU1 Main 4.1 20 0 9 4 186,7 ft2 0 0 0,6 0
9 Garage Frame - Wood Main 13 37 6 9 4 350,0 ft' 0 0.23 0,3 0
10 W Exterior Concrete Block Int Insul Main 4.1 10 0 9 4 93,3 ft2 0 0 0,6 0
DOORS
Cunt 1Jooriype Space 5torrrts U Value Width Fleght Area
Ft In Ft in
1 E Insulated Main None 25 3 8 24 ft'
2 Wood Main None 25 2 8 6 8 17.8 W
WINDOWS
Orientation shown is the entered, Pro used orientation.
Well Overhang
Ornt ID Frame Panes NFRC U Factor SHGC Imp Area Depth Separation Int Shade Screening
I N 1 Vinyl Low-E Double Yes 035 0,29 N 12,0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5
2 N 1 Vinyl Low-E Double Yes 0,35 0,29 N 15.0 112 1 ft 0 in 1 ft 2 in None Exterior 5
3 E 3 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 it 0 in 5 ft 6 in None Exterior 5
4 E 3 Vinyl Low--E Double Yes 0,35 0.29 N 30.0 ft' I ft 0 in 3 it 0 in None Exterior 5
5 S 5 Vinyl Low-E Double Yes 0,35 029 N 15.0 ft2 1 ft 0 in I ft 2 in None Exterior 5
6 W 7 Vinyl Low-E Double Yes 0,35 0,29 N 30.0 ft2 1 it 0 in 1 ft 2 in None Exterior 5
7 W 8 Vinyl Law-E Dandle Yes 0,35 0,29 N 32A ft' 11 ft 0 in 0 it 6 in None Exterior 5
8 W 8 Vinyl Low-E Double Yes 0.62 0,29 N 48.0 ft2 11 it 0 in 0 ft 6 in None Exterior 5
9 S 6 Vinyl Low-E Double Yes 0.35 0,29 N 32A ft2 1 ft 0 in 10 ft 10 in Drapes/blinds None
10 E 3 Vinyl Low-E Double Yes 0.35 0,29 N 15.0 ft' 1 ft0in I ft2in Drapes/blinds Exterior 5
GARAGE
Floor Area C eiiing Area F'xposed Wall Perimeter Avt1. Wall Height Exposed Wall ion
1 449 ft2 449 ft2 33 ft 9.3 ft 1
INFILTRATION
Scope Method SLA CFM 50 ELA EqLA ACH ACH 50
1 Wholehouse Proposed ACH(50) 000351 1997.3 109.65 206.21 3155 6.5
10117/2018 1:19 PM EnerqyGaugeO USA - AaRes2017 Section R405.4.1 Compliant Software Page 3 of 4
FORM R405-2017
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block# Ducts
I Electric Heat Pump/ Split f-iSPF:8,5 32.6 kBtLI/hr 1 SyS#1
COOLING SYSTEM
i# System Type Subtype Efficiency Capacity Air Flow St !R k Ducts
I Central Unit/ Split SEER: 15 34,8 kBtu/iir 0 cfm 0.75 1 Sys# I
HOT WATER SYSTEM
Conservation
1 Electric None Garage 0,95 50 gal 70 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert # (.,ornpany Name System Model # Collector Model Area Volume FEE
None None ft2
DUCTS
Supply ---- Return Air CFM 25 CFM25 HVAC #
Location R-Value Area Location Area Leakage Type Handier TOT OUT ON RLF Heat Cool
1 Attic 6 430.8 ft Attic 107,7 ft Proposed Do Main cfm 130.1 cfrn 0.06 0.60 1 1
TEMPERATURES
Prograrnable Thermostat: Y Ceiling Fans:
Cooling Jan Feb M,,3r Ap, Y Jun Juny Aug Se p Oct Dec
Heating Jan F Mareb Xj A i Jun Julimnn Aug Sep 1 Oct XNovNov DecXjVentingJanFebXMarAprMayJunJulAL19SepOctNovXINDec
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 78 78 78 78 78 78 78 78 78 78
Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Heating (WFtt} AM 66 66 6b 66 66 68 tab 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
10117/2018 1:19 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4
FORM R405-2017
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX 96
The lower the Energy Performance Index, the more efficient the home.
3713 CRAWLEY DOWN LOOP, SANFORD, FL, 32773
1. New construction or existing
2, Single family or multiple family
Number Of Units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (ft')
7. Windows— Description
a. U-Factor: UK U=0,35
SHGC: SHGC=0,29
b. U-Factor: Dol, U=0,62
SHGC: St-IGC=0,29
c, U-Factor: N/A
SHGC:
d, U-Factor: N/A
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
New (From Plans) 9. wall 'types Insulation Area
Single-family
a. Frame - Wood, Exterior R=13,0 1208.00 it'
b. Concrete Block - Int Instal, Exterior R=4,1 966,00 ft,
1 c. Frame - Wood, Adjacent R=110 350.00 W
4 rl. N/A R= ft'
10. Ceiling Types Insulation Area
No a. Under Attic (Vented) R=30.0 1301.00 ft'
2169 b. N/A R= W
c, N/A R= ft'
Area
11, Ducts R ft2
196.75 it, a. Sup: Attic, Ret: Attic, AH: Main 6 4308 48.
00 ft' 12.
Cooling systems kBtu/hr Efficiency ft,
a, Central Unit 34,8 SEER:15M 8,
Floor Types Insulation a,
Slab--On-Grade Edge Insulation RmO,O b,
Floor over Garage R=11,0 c.
N/A R= ftl
13.
Hearing systems kBtu/hr Efficiency a.
Electric Heat Pump 32.6 HSPF:8.50 4,
284 ft. 0.
290 Area
14. flot water systems a.
Electric Cap: 60 gallons 904.00 it' EF: 0,95 397.
00 ft' b.
Conservation features ft2None15,
Credits Pstat I
certify that this home has complied with the Florida Energy Efficiency Code for Building Construction
through the above energy saving features which will be installed (or exceeded) in
this home before final inspection. Otherwise, a new EPL Display Card will be completed based
on installed Code compli Lfeatures, Builder
Signature: Date: 10/17/2018 CL
Z AddressofNewHome' 371'3-Crawley Down Loop ity/Fil): 32773 . ... ....... ... . Note: This
is not a Building Energy Rating. if your Index is below 70, your home may qualify for energy efficient mortgage (EEM)
incentives if you obtain a Florida EnergyGauge Rating, Email EnergyGauge tech support at tectisupport@energygauge.com
Gr—see the EnergyGauge web site at energygauge,com for inforniatiom and a list of certified Raters.
For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's
support staff, Label required
by Section R303.1,3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1011712018 1,
19 PM EnergyGauge@ USA - AaRes2017 - Section R405,4.1 Compliant Software Page 1 of 1
I
it
L'F1.11glim-MoMarjolli
ADDRESS: 3713 CRAWLEY DOWN LOOP Permit Number:
SANFORD, FL, 32773
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 EPI_ display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD.
R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.4,1 through R402,4,5.
Exception: Dwelling units of R 2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402,5.
R402.4.1 Building thermal envelope, The building therrual envelope shall comply with Sections R402.4.1,1 and R4024.12 The sealing
methods between dissimilar, materials shall allow for differential expansion and contraction.
R402.4.1.1 Installation.The components of the building thermal envelope as listed in Table R402,41.1 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 sever) air
changes per hour, in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSVIRESNETACC 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 489.1 05(3)(f), (g) or (h 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.
1 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 fight -fitting flue dampers or doors, and outdoor combustion air. Where
using fight -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 90T
I llmml l
i
IMMI W
i I I mil II III Ili,! I FAA 11121 11
Exception: Site -built windows, skylights and doors.
10/1712018 1:19 PM EnergyGaUge@ USA - FlaRes2017 - FBC 6th Edition (2017) Cornpfia Page 1 of 5
R402,4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to
open combustion fuel burning appliances, the appliances and combustion air opening shall be located Outside the building thermal envelope or
enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements
of "fable R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement, 1he door into the room shall be
fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it
passes through conditioned space to a minimum of R-8.
Exceptions:
Direct vent appliances with both intake and exhaust pipes installed continuous to the OUtSide.
Fireplaces and stoves complying with Section R402,4.2 and Section R1006 of the Florida Building Code, Residential,
more than 2,0 cirri (0.944 Us) when tested in accordance with ASTIVI E283 at a 1.57 psf (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering
R403.1,11 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate treating and cooling system.
R403A .3 Heat pump supplementary heat (Mandatory), Heat purnps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load,
R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways
for, air distribution systems shall be considered ducts or plenurn chambers, shall be constructed arid sealed In accordance with Section
C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below,
Duct tightness shall be verified by testing in accordance with ANSURESNETACC 380 by either individuals as defined in Section 553,993(5) or
7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "Substantially leak free" in
accordance with Section R403,33.
R403.3.2.1 Sealed air handier. Ali- handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent
ofthe 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 aleaSLIfed with a pressure differential of 0.1 inch w,g. (25 Pa) across the system, including the
manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during tile test.
Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w,g, (25 Pa) across the
entire system, including the manufacturer's air handier enclosure. Registers shall be taped or otherwise sealed during the
test.
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official,
R403.3,5 Building cavities (Mandatory). Building framing cavities; shall not be used as dusts or plenums,
R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105*F (41'C)
or below 55'F (13'C) shall be insulated to a minimum of R-1
R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that
caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause
degradation of the material, Adhesive tape shall not be permitted.
R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in
accordance with Section R403.5.1,1 . Heat trace temperature maintenance systems shall be in accordance with Section R403.5,1.2.
Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible.
R403.5.1 .1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return
pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited.
Controls for circulating list water system pumps shall start the pump based on the identification of a demand for hot water within the
occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and
when there is no demand for hot water,
R403.6A.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for Such systems
shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance
with the times when heated water is used in the occupancy,
10/17/2018 1:19 PM EnergyGaugeCR) USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5
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 mrn) in the not water distribution line and cold water line located as close as possible
to the storage tank.
R403.5.6.1,11 Automatic controls. Service water -heating systerns shall be equipped with automatic temperature controls capable
of adjustment frorn the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature
setting range shall be from 100'F to 140"F (38'C to 60'C)
R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to
electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of
combustion types of service water -heating systems to be turned off.
R403.5.6,2 Water -heating equipment. Water -heating equipment installed in residential units shall nreet the minimum efficiencies of
Table C404,2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate
water -heating category. Solar water heaters shall oreet the criteria of Section R403.5,6,2, 1.
R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system, The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TMA, 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. en 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 FIVAC equipment, they shall be
powered by an electronically commutated motor,
R403,6.2 Ventilation air. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1,
1 The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas,
3. If ventilation air is drawn from enclosed spacers), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-1 I and the ceiling shall be insulated to a ofirlin"IUM of R 19, space permitting, or R-10
otherwise.
R403.7 Heating and cooling equipment (Mandatory).
R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based oil the
equipment loads calculated in accordance with ACCA Manuel 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 replacernent heating and cooling equipment shall have all efficiency
rating equal to or greater than the minirriUrn required by federal law for the geographic location where the equipment is installed,
TABLE R403.6.1
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATI(.")N AIRFLOW RATE MINIMUM MINIMUM EFFICACY aAIRFLOW RATE MAXIMUK/
CFM) CFM/WAT_D CFM)
Range hoods Any 2.8 cfirn/waft Any
In -line fan Any 2.8 cfm/waft Any
Bathroom, utility room 10 1.4 cfm/watt 90
Bathroom, utility 90 2,8 cfnawaft Any
For SI: I cfm = 28.3 L/min. a, When tested in accordance with HVI Standard 916
10/17/2018 1:19 Poll EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5
9 , " W 1P MR 11
R403.7.1,1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less
than the calculated total load but not more than 1.15 fir nes greater than the total load calculated according to the procedure selected in
Section 403,7, or the closest available size provided by the rnanufaCtUrer"s product lines. The corresponding latent capacity of the
equipment shall riot be less than the calculated latent load.
The published value for AHEM 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 ternperatures, 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 rklCt(S) is installed in an unconditioned space.
1 Attached single- and multiple-farnily 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.
R4017.1 .2 Heating equipment capacity.
R403.7.1,2,1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section
R403.7,1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if
the design treating load is 1.15 times greater than the design cooling load.
R4017A .2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403,7,1 .
R403,7.1.2.3 Fossil fuel heating equlpmentThe 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
COnfinUOUS space cooling or heating within that space by one or inore of the following options, I .
A separate cooling or heating system is utilized to provide cooling or heating to tire major entertainment areas, A
variable capacity system sized for optimum performance during base load periods is utilized. R403.
8 Systems serving multiple dwelling units (Mandatory). Systems serving triultiple dwelling units shall comply with Sections C403
and C404 of the IECC- Commercial Provisions in lieu of Section R403. R403,
9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall
include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (1 0"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), R .
403.10 Pools and permanent spa energy consumption (Mandatory). Fhe energy consumption of pools and permanent spas shall
be in accordance with Sections R403,1 0.1 through R403,10.5. R403,
10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral
part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mrip 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, R403A
0.2 Time switches, Time switches or other control methods that can automatically turn off and on according to a preset schedule shall
be installed for heaters and pump motors. Heaters and pump motors that have built in time switches shall be in compliance with this section,
Exceptions:
1,
Where public health standards require 24-hour pump operation, 2.
Pumps that operate solar, and waste -heat -recovery pool heating systems. 3.
Where pumps are powered exclusively from on -site renewable generation. R403.
110.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the
water surface or a liquid cover or other means proven to reduce heat loss, Exception:
Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy,
such as from a heat pump or solar energy Source, covers or other, vapor -retardant means shall not be required, R403.
10A 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, 10117/
2018 1:19 PIVI EnergyGauge(p USA - FlaRes2017 - FBC 6th Edition (2017) Cornplia Page 4 of 5
R403.10.5 Heat pump pool heaters. Heat PUMP pool heaters shall have a minimum COP of 4,0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
R403,11 Portable spas (Mandatory; energy consumption of electric -powered portable spas shall be controlled by the
requirements of APSP-14.
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.
10/17/2018 1:19 PM EnergyGauge®R USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5
FORM R405-2017
residential Simulated Performance Method shall include:
0 This checklist
0 A Form P405 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 pages1may be greater).
El Energy Performance Level (EPL) Display Card (one page)
0 HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7
El Mandatory Requirements (five pages)
0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4. I. 1 -
one page)
0 A completed Envelope Leakage Test Report (usually one page)
F1 If Form R405 duct leakage type indicates anything other than "default leakage", then a completed
Form R405 Duct Leakage Test Report (usually one page)
10/1712018 1:18:45 PM
EnerqyGaugeg) - LJSRCSB v6,0
Page 1 of I
Manual S Compliance Report Job: Lot 1 35Kensington Reser..
wrightsoft Date: 7/2512015
Entire House By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 GODISCO WAY, SANFORD, FL 32771 Phow 407-333-2665 Fax 407 333-3853 Web WWW,DEL-AIR.COM
rv gitttei,
For RYAN HOMES
3713 CRAWLEY DOWN LOOP, SANFORD, FL 32773
Outdoor design DB: 92.5'F Sensible gain: 25812 Btuh Entering coil DB: 76.7"F
Outdoor design WB, 76,2°F Latent gain: 3529 Btuh Entering coil WB: 63.30F
Indoor design DB: 75.0°F Total gain: 29341 Btuh
Indoor RH: 50% Estimated airflow: 1160 cfm
Equipment type: Split ASH P
Manufacturer: Goodman Mfg.
Actual airflow: 1160 cfm
Sensible capacity: 27565 Btuh
Latent capacity: 3825 Btuh
Total capacity, 31390 Btuh
Model: GSZ1403611+ASPT47D14A
107% of load
108% of load
107% of load SHR: 88%
7o.. . . . .. ..
Design Conditions
Outdoor design DB- 42.3°F Heat loss: 20793 Btuh
Indoor design DB: 70.0'F
Equipment type- Split ASHP
Manufacturer: Goodman Mfg. Model: GSZ14036,IK+ASPT47Dl4A
Actual airflow, 1160 cfm
Output capacity: 32112 Btuh 154% of load
Supplemental heat required: 0 Btuh
Backup equipment type: Elea strip
Manufacturer: Model:
Actual airflow: 1160 cfm
Output capacity: 0 kW 0% of load Temp. rise: 0 `F
Meets all requirements of ACCA Manual S.
Entering coil DB- 69.60F
Capacity balance- 31 'F
Economic balance: -99 'F
wrlghtsaft* 2018-Oct., 17 QM:23
Right SuiteO Universal 2018 18.U7 RSU23828 Page 1ACT* E. rup Gale = MJ8 douseouse faces: F.
7' -7-7
qq
Walls
12C-Osw: Frrn wall, stucco ext, r-13 cav ins, 1/2" gypsum board int
ins h, 2"A "wood frm, 16" o.c. stud
Bilk wall, stucco ext, r-4 ext bd iris, 8" thk, 112" gypsum board int fnsh
Partitions
12C-0sw, Fun wail, r-13cav ins, 1/2" gypsum board int fnsh, 2`x4`
wood frm, 16" ox. stud
FINIM "IM
n 337 CLOGI 13.0 2.52 849 2.85 959
e 180 0.091 110 2,52 454 2,85 512
a 349 0.091 13.0 2.52 880 2.85 994
w 210 0.091 110 2.52 529 2.85 598
all 1076 0,091 13.0 2.52 2712 2.65 3063
n 251 0,201 4A 5,57 1398 5,29 1330
a 55 0,201 4A 5.57 307 5,29 291
S 321 0.201 4A 557 1786 5.29 1698
w 198 0,201 4.1 5.57 1104 5,29 1050
all 825 0,201 4.1 57 4594 5,29 4369
331 0,091 110 2,52 834 1 A5 480
2A-2om: 2 glazing, Or low-ri outr, air gas, rntl no brk frr-n roar, cir innr, n 12 0L350 0 9.t`i9 116 1 M 125
1/4" gap, 1/8" thk; NFRC rated (SHGC=0,29); 50% drapes, medium; I
ft overhang (4 It window ht, 1A 7 ft sep.); 6,67 ft head ht
2A-2oni: 2 glazing, cir low-e outr, air gas, roil no brk frm rest, cIr innr, n 15 0.350 0 9.69 145 10.5 157
1/4" gap, 1/8" thk; NFRC rated (SFIGC=0,29); 50% drapes, medium; 1 0 15 0.350 0 9,69 145 29,0 434
ft overhang (5 ft window or, 1.17 ft sep,); 6.67 ft head ht a 15 0.350 0 9,69 145 10.7 160
W 30 0.350 0 9.69 291 29.0 869
all 75 0L350 0 9,69 727 21,6 1620
2A-2orn: 2 glazing, rdr low-e outr, air gas, rral no brk true mat, cir innr, e 30 0,350 0 9,69 291 29.0 869
1/4" gap, 1/8" thk; NFRC rated (SHGC=0,29); 50% drapes, medium; I
ft overhang (5 ft window fit, 3 ft sep); 6,67 ft head ht
2A-2orn: 2 glazing, mr low-e outr, air gas, mtI no brk frm mat, clr innr, e 15 0.350 0 9,69 145 29.0 434
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1
ft overhang (5 ft window tit, 5.5 ft sep.); 6,67 ft head tit
wrightsoft, aces-Oct-17 IIW23
11- 0 -11 I'll1-11-11-11-, Right-SurteO Universal 2018 18A27 RSIU23828 Page 1
i. aisoLGR E\ Lot I35Kens ington Res orve Largo LG RE. rUp Calc -- MJ8 HOLMOaces: 1.
2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm real, cir hinr, s 33 0,350
1/4" gap, 1/8" thk; NIF RC rated (SHGC=0.29); 50% drapes, niediurn; I
ft overhang (5.3 ft window lit, 10.83 If sep,); 6,67 ft head fit
2A..2om: 2 glazing, cir low-e outr, air gas, nit[ no brk trot mat, cir imir, W 33 0.350
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 11
ft overhang (5.3 ft window ht, M ft sep); 6.67 ft head lit
2A-2orrid: 2 glazing, clr low-e outir, air gas, mill no brk frm mat, cir innr, w 48 0.620
1/4" gap, 1/8" thk; NFRC rated (SHGC=0,29); 11 It overhang (8 It
window lit, 0,5 ft sep.); 6.67 ft head lit
Doors
11 DO: Door, wd sc type e 24 0.390
n 18 0,390
all 42 0.390
Ceilings
16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 coil ins, 1/2" 1301 0.032
gypsum board int fnsh
Floors
20P- I It: Flr floor, frm fir, 12" thkris, r-11 cav ins, gar ovr 397 0,078
22A-tpl: lag floor, light dry soil, on grade depth 104 0.989
0 9,69 317 11.9 390
0 9.69 347 10.5 342
0 17.2 824 16,9 812
0 10.8 259 12M 289
0 10.8 193 IM 215
0 10.8 452 MO 504
30.0 0.89 1153 134 2263
11.0 2.16 857 1A2 444
0 27,4 2835 0 0
Al— -4,- wrightsoft" 2018-0ct-17 1M8:23
Right -Suitt416 Universal 2018 M0,27 RSU23828 Page 2
GL,trrgoLGRE L.otl35KerisingtonReserveLaqoLGRE,rup Calc - MJ8 ilousse faces E
4
Weather: Orlando/Jetport, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 42 OF Outside do 93 IF
Inside db 70 'F Inside db 75 'F
Design TD 28 'F Design TD 18 OF
Daily range M
Relative humidity 50 %
Moisture difference 46 gr/lb
Heating Summary
Structure 18843 Btuh
Ducts 1950 Btuh
Central vent (0 cfm) 0 Btuh
none) Humidification 0 Btuh
Piping 0 Btuh
Equipment load 20793 Btuh
Method
Construction quality
Fireplaces
Heatin1N C 0 021 in
21
18822 18822
0.28 0.15
88 47
Structure 21490 Btuh
Ducts 4322 Btuh
Central vent (0 cfm) 0 Btuh
none)
Blower 0 Binh
Use manufacturer's data y
Rate/swing multiplier
Equipment sensible load
1.00
25812 Btuh
Ez1EM3=
Structure 2459 Btuh
Ducts 1069 Btuh
Central vent (0 cfm) 0 Btuh
none)
Equipment latent load 3529 Btuh
Equipment Total Load (Sen+Lat) 29341 Btuh
Reg, total capacity at 0.75 SHR 2.9 ton
Make Goodman Mfg. Make Goodman Mfg.
Trade GOODMAN; JANITROL; AMANA DISTL- Trade GOODMAN; JANITROL; AMANA DISTI
Model GSZ 140361 K Cond GSZ140361K
AUDI ref 8242629 Coil ASP'1"47D14A
AHRI rof 8242629
Efficiency
Heating input
Heating put
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Capacity balance point 31 OF
Backup«
32600 Btuh @ 470E
26 OF
1160 cfm
0.056 cfm/Btuh
0.30 in H2O
Input = 6 kW, Output = 0 Btuh, 100 AFUE
Efficiency
Sensible cooling
Latent cooling
Total coolingActualairflow
Air flow factor
Static pressure
Load sensible heat ratio
12.5 EER, 15 SEER
26100 Brun
8700 Btuh
34800 Btuh
1160 cfm
0.045 cfm/Btuh
0.30 in H20
0.88
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-00-17 13:W23
Flight -Suite& Universal 2018 18.0 27 RSU23828 Page 1
iL.argoL(iREtl-crf135KertsingtoriReservet argoLGRE,rup Cale, % M,18 House faces: E
wrightsoft, Right-JO Worksheet Job: I -otI35Kensin gtonReserveL...
Entire House Date: 7/25/2015
By: FJF
DEL -AIR HEATING AIR
CONDITIONING
531 GODISGCS WAY, SANFORD, F1, 32771 Phone407-333-2665 Fax: 407-333-3853 Wee: WWWDEL-AIRLOM I Room
nime Entire House, great rm 2 Exlecised
wall 254,5 f! 62.0 ft 3 Ftwrn
height 8.5 ft 9.3 tt heat/cool 4 Roorn
dirnensions, X0 x 16,0 P 5 Roorn
area 2205,8 ft2 4,80,0ft' Ty Construction
U-value Or I frM Area (ft2) Load Area (ft2) Load number Bt0Vft2-
1F) (Btuh/ft) or perimeter it) Btuh) or perimeter ft) 111uh) Hear Coal
Gross N/P/S Heat GW Gnvs N/P/S Heat cool 6 12C-
Osw 0,091 n 2-51 2 364 337 849 959 0 0 0 0 2A-torn
0350 n 9.69 10.46 12 0 116 1219 i 0 0 0 PA-2orn
U50 n 9'69 10.46 15 0 145 157 0 0 0 0 W 31k
wall, StUCCO eXt 0,201 n 5,57 5,29 251 251 1398 1 SIK) 149 149 828 7P8 11 1h
I
20-
0sw0.091 e 2'52 Z85 240 180 454 512 0 0 0 2A-2orn
0,350 e 9.69 28,96 15 0 145 4,34 00 0 0 2A-Zani
0350 L 9,69 2&96 30 0 291 86t) 0 0 0 0 2A-tom
0_350 0 9r 6q 28,96 15 0 145 434 0 0 0 0 Blk wall,
stucco ext 0,201 e 5.57 5.29 79 55 307 291 0 0 0 0 11DO 0,
3W) a 10,80 12.03 24 24 259 28.9 00 0 0 2C-0set
t---GOMI ,, 2.
52 2, &9 364 880 994 0 0 0 0 2A,-warn
0,350 S R69 10,68 15 13 145 160 0 0 0 0 calk wall,
stucco ext IL-C, 0,201
S 5.57 5,29 353 321 1786 1698 149 116 647 615 2A -2orn
0"'3.0tJ s4.69 11.93 33 0 317 39C1 33 0 317 M) 12C-Osw
t--.G0.091
W 2,52 2,85 240 210 529 598 0 0 0 0 2A-2orn
0.350 w 9.69 28,96 30 0 291 869 0 0 0 0 Blk wall,
stucco ext 0,2.01 W5.57 5,29 279 198 1104 1050 219 198 1104 1050 i 2A-
2om t:t0.3f4 W 9.69 10A6 33 33 317 342 33 33 317 342 2A-2omd
0,620 re 17,17 16,92 48 48 824 812 48 48 824 812 R 12C-
0sw U91 - 2.52 1.45 349 331 834 480 0 0 0 0 11D0 O:
3w n 10.80 12.03 18 18 193 215 0 0 0 0 G 16B-
30ad 0,022 0A9 1.74 1301 1301 1153 2263 0 0 0 0 F 2011-
11t 0,078 2.16 1,12 397 397 857 444 0 0 0 0 F 22A-
trA 0.989 27.40 OM 9015 104 2835 0 480 62 1699 0 6 c)
AEDexcursion 722 8T2 Envolore loss/
gain 16177 1 CAM 57,36 488912 a)
Infiltration 2666 902 708 240 b) Room
ventilation 0 0 0 0 13 Internal
gains: Occupants @ 2,30 51150 4 920 Apoiances/other
3000 600 Subtotal (fines
6 to 13) 18843 2149O 6444 6W Less external
load 0 0 0 Less transfer
0 0 0 0 Redistrila,gion
00 0 0 14 Subtotal
18843 21490 6444 6648 15 Duct
loads 1 1101% 1 201/%, 1950 4322 D1% 011/. 0 0 Total morn
load 20793 25812 6648 Air required (
efrn) 11601 11601 38 1299 Calculati 8th
Ed, 4- M
2018-Oct-17 08:23 Right-SU400)
Universal 2018 18.0.27 RSU23828 Page 1 el-argoL(,
FIE\[..otl35Ken,singtoriReservel,argo[,GRE,rLip Galc -, MJ8 House faces: E
wr4hftW •Worksheet
Entire House
Jab: Lot195Kensin gtonReserveL,., Date:
7/25/2015 DEL -
AIR HEATING & AI CONDITIONIN
a 531GODISCOWAY, aAN1 ORD, `1 32`1'71Phone:407-333-266 fex:407-333-3853 Web: WWW,OEL-AlF3,com 1
Room narno 0, rmud rm 2
E xposec3 wall 8,0 ft 0 It 3
Room height 9.3 it heat/cool 9.3 It heaticcu3l 4
Roorn dimensions 4,5 x 0 it 6.0 x 6.0 it 5
Roorn area 3&0 It' 36.0 It' Ty
Construction U-value Or HTM Area ft2) Load Area (f12) 1...oad number
Btuhtft2 F) . E,:3tUl7I1t2) or poriareter ft) Btuh) or perimeter it) r luh) Heat
Cool Grass NIP/S Fl at Cool Gross N/P/S Heat Cool 6
12C-Osw 0.091 n 2.52 2' 85 0 0 0 0 0 0 0 0 2A-
2orn 0. n R69 10.46 0 0 0 0 0 0 0 0 2A-
2om 0.350 n R69 10,46 0 0 0 0 0: 0 0 0 W
Blk wall, stucco ext 0.201 n 5.57 5,29 0 0 0 0 56 56 311 295 11
Vb120-Os;w 0.091 e 2.52 2.85 0 0 0 0 0 0 0 0 2A
tom 0,350 e 9.69 28,96 0 0 0 0 0 0 0 0 2A
2orn 0,350 e 9.69 28.96 0 0 0 0 0 0 0 0 2A-
2ooi 0.350 e 9,69 28,96 0 0 0 0 0 0 0 0 Me
wall, stucco ext 4." I e 5,57 5.29 0 0 0 0 0 0 0 0 D
1 i DO 0.3,90e 10.80 12,03 0 0 0 0 0 0 0 0 120-
0ssw - 0.091 s 2.52 2.85 0 0 0 0 0 0 0 0 2A-
Porn 0.;35C1 s 9,69 10.68 t) 0 0 0 0 it 0 0 Blk
wall, Stucco ext T- 0.201 S a.57 5.29 74 74 414 394 0 0 0 0 i
2A-2orn 0.350 S 9,69 11.93 0 0 0 0 0 0 0 0 12C:-
Osw 0.091 w= 2.52- 2,85 0 0 0 0 0 0 0 0 2A-
2orn 0,350 w 9,69 28.96 0 O 0 0 0 0 0 0 E31k
wall, stucco ext 0.201 w 5,57 5,29 0 0 0 0 0 0 0 0 2A
tom O.350 w 9.69 10.46 0 0 0 0 0 0 0 0 2A-
2rand 0,620 w 17,17 16.92 0 0 0 0 0 0 0 0 R
12C-Osw 0,091 - 2.52 1.45 0 0 0 0 79 61 154 89' L---
4) 11DO 0.390 n 10.80 12M 0 0 0 0 18 ' 18 193 215 C
16R- 30ad 0,032 0.89 1.74 0 0 0 0 0 0 0 0 F
2OP-lit :" Q.078 2„16 1.12 0 0 0 0 0 0" 0 0 F
22A-trtl O.9f39' 27,40 0,00 36 8 219 0 36 6 164 0 6
c) AED oxcuraion 35 51 Envelope
loss/gain i 35r1 822 548 12
a) Infiltration 91 31 69 24 to
Rcanrn ventilation 0 0 0 0 13
Internal gains: Occupants 2,30 0 0 0 0 A
iancestotPrer 0 0 Subtotal (
lines: 6 to '13) 725 390 891 571 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 725 390 891 571 15
Duct loads 0`/1 0% 0 0 C)°'. 0 Iota
roomland 725 3< 81,41571 Air
r€x;uir a 9 {c€m) 40 18 26 Calcul
t rins rtTu r ! tc ct all rc uir m rTts Cif anLlal J 8th Ed 201
B-Oct-17 13:08 23 F3iJP1t-
Suit Universal ?0'ift1i.f_27 EiS 12342:i Page 2 eL.
isulot,GRFkt-otl 35KetisingtonReserveLai,gol.GiIE,rup C;aic - MJ8 House faces: E
wrightsoft" Right-JO Worksheet Job: Lott 35KensingtonReserveL
Entire House Date: 7/25/2015
By: FJF
DEL -AIR HEATING & AIR
CONDITIONING531GODISCOWAY, SANFORD, Ft 32771 Phonc 407-333-2665 Fax: 407-333-3853 Web: sVWW.DEL-A1Ff,G0M
i Room name kitchen arstr rm
2 Exposed wall 27,5 ft 30.5 ft
3 Room heiqht 9.3 ft hoat/cool 8.0 ft heat/cool
4 Room dimensions 1,0 x 352.5 ft 1.0 x 251.5 ft
5 Roorn ausi 352,5 ft" 251.5 W
Ty Construction U-value Or HTM Area W) Load Area (w) Load
number Btuh/ft2-'F) (Bt ftp) or pedmeter ft) Btuh) or perimeter ft) Btuh)
Heat coot across N/P/S Heat Cool Gross N/P/S Heat cool
6 ILt12C-0sw 0'091 n 2.52 2.85 0 0 0 0 0 0 0 0
2A -2om 0.3,90 n 9,69 10A6 0 0 0 0 0 0 0
2.A-2orn U50 n R ell') 10.46 0 0 0 0 0 0 0 0
W Blk wall, stucco ext 0.201 n 5,57 &29 47 47 1259 246 0 0 0 0
i i 12C-Osw 0,091 0 2.52 2,855 0 0 0 0 0 0 0 0
2A-2orn 0,350 e 9,69 28,96 0 0 0 0 0 0 0
2A-2om 0.&50 e 9,69 28,96 0 0 0 0 0 0 0 0
2A-2orn 0.350 e 9,69 28.96 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0,201 e &57 &Pq 79 55 397 291 0 0 0 0t--D 11D0 0.390 e 10,80 12,03 24 24 259 289 0 0 0 0
1pc-oswT---G
OMI a 2'52 2.85 0 0 0 0 136 136 343
2A-2om 0.35() S 9.69 10,68 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0.201 s 5,57 5,29 130 11,10 725 689 0 0 0 0
P-A-loin 0,350 s 9,69 11.93 0 0 0 0 0 0 0 0
M-09Wt--(3
0.091 w 2,52 2,85 0 0 0 0 108 78 197 222
2A-tom 0,350 w 9.69 28-96 0 0 0 0 30 0 291 869
Blk wall, StUCC0 0)(t 0,201 W 5,57 5.29 0 0 0 0 0 0 0 0
2A-2or1 0,350 w R6q 10,46 0 0 0 0 0 0 0 0
2A-2ornd 0,620 w 1717 16.92 0 0 0 0 0 0 0 0
p 12C-Oqw 0.091 - 2.52 1,45 270 P-10 680 391 0 0 0 0
L--c) 11DO 0,390 n 10,80 12.03 0 0 0 0 0 0 0 0
C 16B-30ad 0,032 OM 1.74 0 0 0 0 252 252 223 437
F 20P-11t 0.078 2,16 1A2 0 0 0 0 0 0 0 a
F 22A,.tpi 0.989 27.40 0.00 353 28 753 0 0 0 0
6 c) AED excuision 224
Fnvelope loss/gain 2983 1642 1053 2 1%)
12 a) Infiltration 314 106 300 101
b) Room ventilation 0 0— 0 CI
13 Intcmal gains: Occupants (q) 230 0 0 1 230
Appliances/other 1200 Us)
Subtotal (linos 6 to 13) 3297 2949 1353 3070
Loss external load 0 0 0 0
1 ass transfer 0 0 0 0
Redistribution 0 0 0
14 Subtotal 3297 2949 1353 3070
15 Duct loads 0 "V. 01. 0 0 26% 40% 352 214
Total =-nm, load
rejulred
3297 2—q49 1705 4284
sain) A 'x M fi n) Air 184 133
Calculati 8th Ed
44- 2018-0ct-17 I3:M23
Right-SuiteAD Universal 2018 18,0,27 RS1123828 Page 3
PLargoLGRDL.ot 135KensingtotiResetvet-,irgot.GliE.riip Cac := MA House faces: E
wrightsoft, Right-JO Worksheet Job: Lot135lKensingtoldReserveL.-
Entire House Date. 7/25/2015
By: FJF
DEL -AIR HEATING &AIR
CONDITIONING531GOOISCOWAY, SANFORD, FL32771 PhonvA(17-333-2665 Fix:407•333-3853 1G1c:WWW.DM,-AlR,G0M
1 Room name rill 3 is rm 2
2 E x pa,,, so watt 12.0 ft 7.0 ft
3 1100m height 8,0 tt heat/cool 8J1 ft ireat/cw)l
4 Room dimensions 7.0 x 5.0 ft IM x 149,8 ft
5 Room area 35.() ft' 149.8 ft'
Ty Construction U-value Or IFFM Area (ft'') Load Area (ftr) Load
number BU-3tt21F) (Bti ft') or perimeter it) Btuh) or perimeter it) BtUh)
Heat Cod Gross N/P/S Heat cool Gross N/P/S Heat crx)l
6 ILt12C-Osw 0.091 n 2,52 Z85 0 0 0 0 0 0 0 0
2A-2orn 0,3w`i0 n 9,69 10,46 0 0 0 0 0 0 0 0
2A-2om 0„350 n 9.69 10,46 0 0 0 0 0 0 0 0
W Blk wall, stucco ext 0,201 n 5.57 5. 2X) 0 0 0 0 0 0 0
11
Vh
12C-Oscar 0,091 a 2.52 Mb 56 41 103 117 36 21 53 60
i 90Mi2A-, W350 o 9,69 28,96 0 0 0 0 15 0 145 34
i 2A-tam 0.350 0 9,69 28.96 15 0 145 434 0 0 0
2A-2om e13,19.69 28M 5000 0 0 0 0 0 0 Blk
wall, stucco Pxt 0,201 e 5,57 5,29 0 0 0 0 0 0 0 0 t--L) 11DO OMO e 10.80 12.03 0 0 0 0 0 0 0 0 12C-
0sw OMI 8 2.52 2,85 40 40 101 114 20 20 5C 57 2A-
2om 0,350 S 9.69 10,68 0 0 0 0 0 0 0 0 Blk
wall, stucco ext 0,201 s 5.57 5.29 0 0 0 0 0 0 0 0 2A-
2orn 0.350 s 9.69 11.93 0 0 0 0 0 0 0 0 12C-
Osw t—G 0,
09P w 2.52 US 0 0 0 0 0 0 0 0 2A-
2orn 0.350 w 9,69 28,96 0 0 0 0 0 0 0 0 Bfk
wall, shicco ext 0,W1 w 5,57 5,29 0 0 0 0 0 0 0 0 2A-
2om 0.350 W 9.69 10.46 0 0 0 0 0 0 0 0 2A-
2rxed 0.820 W 17,17 M92 0 a 0 0 0 0 0 0 P
12C-0aw 0r091 - 2,52 1,45 0 0 0 0 0 0 0 0 L__t) 11DO 0.390 n TOM 12,M 0 0 0 0 0 0 0 0 G
16B-30ad OM2 0,89 134 35 35 31 61 150 150 133 260 r
20P-11t MY78 2,16 1,12 35 35 76 39 84 84 180 93 F
22A-tlA 0,989 27.40 0.00 0 0 0 0 0 0 0 0 6
c) AED excursion 82 71 Frivelope
loss/gain 456 847 562, 976 12
a) Infiltration 118 40 69 23 b)
Hrxan ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 0 0 0 0 Appliances/
other 0 Subtotal (
lines 6 to 13) 574 887 631 1000 external
k:,.d Lessexternalloadt' 0 0 0 0 f
Lesstransfer0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 574 W/ 631 I(M 15
Duct loads 261/. 40% 150 350 26% 40% 164 395 Total
room lead 124 1237 795 1395 Air
required (cfrn) 40 56 44 63 CaICLAcIt
8th Ed ia-
a i2018..Oct-17 13:0&23 Right-SuitaMr Universal 2018 M0.27 RSU23828 Page 4 eL-
argoLGRE\Lotl35KensingtoriReservel,argot -(;RE.rtip Calc _ MJ8 House faces: F
wrightsoft, Right-JO Worksheet Job: Lot 135Ken sin 9ton ReserveL
Entire use
Date: 7/25/2015
By: FJF
DEL -AIR HEATING & AIR
CONDITIONING
531 GODISGO WAY, SANT-ORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DE1 -AIR.COM
1 Room name nu 3 bin 1
2 Exposed wall 25,0 ft 5 5 it
3 Room height 8.0 it heat/cool 0 it heat/cool
4 Room dimensions 14.5 x 10.5 it I Lo X 5,5 ft
5 Room area 152.3 fix 60.5 fV
Ty Construction U-value Or 11TM Area ft2) Load Area (fD) Load
number Rtuhsft2 'F) (Binh ft2) or perimeter it) Binh) or perimeter ft) Btuh)
Heat Goof Gross N/P/S Heat Cool Gross N/P/S Heat cool
6 12G-0sw 0,091 n 2,52 2,85 84 84 212 239 44 44 ill 125
2A-tom 0.350 n 9.69 10,46 0 0 0 0 0 0 0 0
2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0
W Blk wall, stucco ext 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0
11 12C-Osw 0.091 e 2.52 2.85 116 86 217 245 0 0 0 0
2A-2om 0.350 e 9.69 28.96 0 0 0 0 0 0 0 0
2A-2om 0.350 a R69 28.96 15 0 145 434 0 0 0 0
2A-2om 0350 a 9.69 28,96 15 0 145 434 0 0 0 0
Bilk wall, stucco ext 0.201 e 5.57 5.29 0 0 0 0 0 0 0 0T--D 11DO 0.390 e 10.80 12.03 0 0 0 0 0 0 0 0
12G-Osw 0.091 s 2.52 2.85 0 0 0 0 0 0 0 0
2A-2om 0350 A 9.69 10.68 0 0 0 0 0 0 0 0
Blk wall, stucco extT----G
0.201 a 5,57 5.29 0 0 0 0 0 0 0 0
2A-2om 0.350 s 9.69 11,93 0 0 0 0 0 0 0 0
1 Pc-osw 0,091 w 2.52 2.85 0 0 0 0 0 0 0 0
2A-2om 0350 w 9.69 28.96 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0
2A-2om0.350 w 9.69 10.46 0 0 0 0 0 0 0 0
2A-2omd 0,620 w 17.17 16.92 0 0 0 0 0 0 0 0
P 12C-Osw 0M1 - 2.52 1.45 0 0 0 0 0 0 0 0
L-D NDO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
G 16B-30ad 0.032 OM 1.74 152 152 135 265 61 61 54 105
F 20p-11t 0,078 2,16 1.12 152 152 329 170 61 61 131 6B
F 22A-trA 0.989 27.40 0.00 0 0 0 0 0 0 0 0
6 C) AED excursion 142 26
Envelope loss/gain 1183 1930 295 272
12 a) Infiltration 246 83 54 18
b) Room ventilation 0 0 0 0
13 internal gains: Occupants Oq 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 1429 2013 349 290
less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 1429 2013 349 290
15 Duct Loads 261/11 401, 372 796 26% 40% 91 115
Total room load 1801 2809
25
440 405
Air required (cfm) 100 126 18
Calculations 8th Ed.
Flight -Suite Universal 2018 18.0,27 RSU23828
2018-Oct-17 13:08:23
Page 5
eLargoLG'RE1I-otl35KerisingtonReserveLargot-GRE.rLIP Gals = VJ8 House faces: E
wrightsoft Right-JO Worksheet Job: Lot 1 35Kensin 9ton ReserveL...
Entire House Date: 7/25/2015
By: FJF
DEL -AIR HEATING AIR
CONDITIONING
5r31 GODISGO WAY, SANFORD, F-L 32771 Phone: 407-333-2665 Fax: 407-333-3853 Vct WWW,DFI--AfFi.COM
I Room name laundry rm 4
2 Exry,)sGd wall 5,5 It 11'0 ft
3 Room height 8.0 tt heat/cool 8,0 It heat/cool
4 Room dimensions 6.5 x 5.5 It 1.0 x 132.3 It
5 Room area 3&8 ttp 132.3 W
ry Constnxtion U-sx1hre Or Ptrh9 Area w) Load Area (ft2) Load
number 13tuft/ft-T) (BtL 1/ft") or perimeter ft) Btuh) or perimeter it) BtUh)
Heat Card Gross N/PIS Heat cool Gross N/P/S Heat cool
6 12C-0sw OMI n 2.52 2.Et5 44 44 Ill 125 88 73 184 208
2A-2om 0.350 It M9 10.46 0 0 0 0 0 0 0 0
2A-2orn O.350 n 9.89 10.46 0 0 0 0 15 0 145 157
W Blk wall, stucco ext 0,201 n 5,57 5.29 0 0 0 0 0 0 0 0
I 12C-0sw 0,091 a 2.52 2.85 0 0 0 0 0 0 0 0
2A-2.orrr 0'3W e 9,69 28,96 0 0 0 0 0 0 0N, e 9.692A-2om 0, iW ,69 28, -%' 0 0 0 0 0 0 0 0
2A-2orn 0.350 a 9.69 28,96 0 0 0 0 0 0 0 0
Blk wall, stucco extT—U)
0.201 e 5.57 5.29 0 0 0 0 0 0 0 0
11DO 0,390 e I0L80 12.03 0 0 0 0 0 0 0 0
12C-Osw 0.091 a 2.52 2M5 0 0 0 0 0 0 0 0
2A-2om 0.360 s 0,69 10,68 0 0 0 0 0 0 0 0
Blk wall, Stucco ext 0.201 s 5.57 5,29 0 0 0 0 0 0 0 0
2A-2om 0350 a 9.69 11,913 0 0 0 0 0 0 0 0
12C-0sw 0.091 W 2.52 2,85 0 0 0 0 0 0 0 0
2A-2om 0.3w W 9,69 2&96 0 0 0 0 0 a 0 0
Blk wall, stucco eat 0'10I w 5,57 5,29 0 0 0 0 0 0 0 0
2A-2arn 0,350 W 9,69 IOA6 0 0 0 0 0 0 0 0
2A-,2ornd 0,620 w I7.17 16,92 0 0 0 0 0 0 0 0
p 12C-Osw 0,()91 - 2M 1.45 it 0 0 0 0 0 0 0
L_t) 11DO 0-390 n 10.80 1 ?.03 0 0 0 0 0 0 0 0
G 16B -30ad 0,032 0,89 134 36 36 32 62 132 132 117 230
F 2OP-11t 0,078 2.16 IA2 18 18 38 20 0 0 0 0
F 22A-trA 0,989 27.40 obo 0 0 0 0 0 0 0 0
6 c) AED excursion 68 52
Enveloiae. krs/gain 180 139 447 543
12 a) Infiltration 54 18 108 37
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 600 0
Subtotal (fines 6 to 13) 234 757 5'5'S 579
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 234 757 555 579
15 Duct loads 26% 4011/, 61 299 26% 40-/,:, 1441 2229 1
total room load 296 1057lob/ 6f'YJ 808
Air requ4od (cftn) 1616L 41 ig 36
Calculat 8th Ed.
2018-Oct- 17 13:08:23
Right-S003) Universal 2.018 1£t 0,27 RSU23828 Page 6
eLargol-GRE\L,)tl'SSKensirigionRestrv(,LargoL.GRF-rrip Calc-MiS House faces: F_
wrightsoft, Right-JO Worksheet Job: L.otl 3SKensington ReserveL..,
Entire House Date: 7/25/2015
By: FJF
DEL -AIR HEATING & AIR
CONDITIONING
631 COMS00 WAY, 8AKIFORD, F 1, 32771 Phom 407-333-2665 Fax: 407-333-3853 Web: VVWW,[)F1.-A1R,C0M
I Room name mstr bth rnsti wic
2 Exi.med wall 22,0 ft 7.5 it
3 Roorn height 0 it heat/c)ol 8.0 ft hpat/mol
4 Roarn dimensions 1.0 x 111.0 It 7.5 x 5.0 ft
5 Room area 111.0 tV 37.5 it",
Ty Construction U-value Or HTM Area g') Load Area (tt2) Load
number BtufVft—'F) (RtuftlfVe) or perimeter it) Brun) or perimeter ft) ffiuh)
Heat Gaol Gross N/P/S Neat Cool Gross N/P/S Heat Cool
6 VL12C-Osw 0MI n 2,52 M5 104 92 232 262 0 0 0 0
C! 2A-tom O,350 n 9.69 10,46 12 0 116 125 0 0 0 0
2A-2orn 0.350 n 9.69 10,46 0 0 0 0 0 0 0 0
W Blk wall, stucco ext 0,201 n 5.57 5.29 0 0 0 0 0 0 0
i VC-0sw OMI e 2.52, 2,85 0 0 0 0 0 0
2A.-2omh 0,350 e 9,69 2&96 0 0 0 0 0 0 0
2A-2orn O 350 e 9, 69 2&96 0 0 0 0 0 0 0 0
2A-2orn 0350 a 9.69 28,96 0 0 0 0 0 0 0 0
81k wall, stucco ext 0,2.01 e 5.57 5.29 0 0 0 0 0 0 0
11DO 0,390 e M80 12,0114 0 0 0 0 0 0 0
1213-0swT___6
0M1 r, 2M 2_85 0 0 0 0 0 0 0 0
2A-2otn O.350 s 969 10.68 0 0 0 0 0 0 0 0 Blk
wall, stucco ext t--G 0,
201 S 5.57 5.29 0 0 0 0 0 0 0 0 2A-
2orn 0.'390 S 9.69 11.93 0 0 0 0 0 0 0 1
PC-0sw T__G 0.
091 w 2, 12 2, &S 72 72 181 205 60 60 1611 171 A, -
tom 0,350 W 9,69 28,96 0 0 0 0 0 0 0 0 Blk
wall, stuccis ext 0.2.01W 5,57 5,29 0 0 0 0 0 0 0 0 T=CGI 2A-2orn 0,350 W 9.69 10,46 0 0 0 0 0 0 0 0 2A-
2,and0.620W 17A7 16,92 0 it 0 0 0 0 0 0 p
12("'0sw OMI - 2,52 1,45 0 0 0 0 0 0 0 0 lim
0,390 n IM80 12,03 0 0 0 0 0 0 0 0 C
I&B-Mad 0,0142 0,89 134 ill ill 98 1913 38 38 33 65 F
20P-11t 0r078 2A6 1,12 0 0 0 0 0 0 0 0 F
22A-tol 0.989 27.40 0'(X) 0 0 0 0 0 0 0 0 6
c,)AEDexcursion 71 22 l-
nMopp, loss'lgarn628 715 1i34 215 12
a) Infiltration 216 73 74 25 h)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 0 0 0 0 Appliances/
other 0 0 Subtotal (
lines 6 to 13) 844 788 258 239 Loss
extornal laid 0 0 0 0 Less
transfer 0 0 0 0 Ralistribution
0 0 0 0 14
Subtata 844 ffil I25823915
Jucl Icelds 26% 401% 220 311 26% 401Y, 6-7 95 total
room load 1064 1(XG GL325 334 Air
reqUired (Cflu) 41 185 S Calculati8th
Ed. 4*- 2018-
0ct-17 13M:23 Right -Suite
@ Universal2018 1E1 0.27 RSU23828 Page 7 eLatgoLCFIEELr)tl'
35KerisingtoriReserveLargoLGFIE,rLrp Gaic - MJ8 House faces: F
wrightsoft, Right-JO Worksheet Job: Lot I35Kensin gton ReserveL
Entire House Date: 7125/2015
By: FJF
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISGO WAY, SANFORD, Fl, 32771 Phone: 407-333 ?665 Fax: 407-333-3853 Wes: WWVV,DFL-AlR.G0M
I Hoorn name mstr wic int rnstr we
2 Exposed wall 0 It 0 ft
3 Room height 8,0 ft heat/cool M) ft heat/cool
4 Room dimensions 5.5 x 4.5 ft 5.5 x 4,0 ft
5 Room areo 24,8 ft2 22.0 tt'
Ty Construction It -value Or FITM Area (ft") Lead Area (fr') Load
number Btuh/tt-'F) (Bt 1/ft2) or perimeter ft) BtUh) or perimeter ft) BI uh)
heat Cool Gross N/P/S Real cool Gross N/P/S Heat Cool
6 PC-Osw 0.091 n 2,52 2, &5 0 0 0 0 0 0 0
2A-2ornTj1 0,350 n 9.69 10.46 0 0 0 0 0 0 0 0
2A-2om 0,350 n 9.69 10,46 0 0 0 0 0 0 0 0
W Blk wall, stucco ext 0,201 n 5,57 5,29 0 0 0 0 0 0 0 0
h
I 12C-0sw 0M1 e 2,52 Z85 0 0 0 0 0 0 0 0
2A-2om 0,350 a 9.69 28,96 0 0 0 0 0 0 0 0
A -torn 0.350 e 9,69 2&96 0 0 0 0 0 0 0 0
2A-2orn U50 a 9.69 28,96 0 0 0 0 0 0 0 0
Blk wall, MUCCO ext 0.201 e &57 5,29 0 0 0 0 0 0 0 0t—D 11DO 0,390 e, 10.80 12,03 0 0 0 0 0 0 0 0
1 2C-0sw1--G
0091 S 252 2,85 0 0 0 0 0 0 0 0
2A-2,orn 0'350 s 9,69 10.68 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0.201 s 5,57 5.29 0 0 0 0 0 0 0 0
2A-2orn 0,350 s 9,69 11,93 0 0 0 0 0 0 0 0
12C-0swT---.G
0.091 w 2.52 2,85 0 0 0 0 0 0 0 0
2A-torn 0.350 W 9,69 28.96 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0,201 w 5,57 a29 0 0 0 0 0 0 0 0
2A-2orn 0,350 w 9.69 10.46 0 0 0 0 0 0 0 0
2A-2orrid 0.620 w IT17 16.92 0 0 0 0 0 0 0
P 12(3-0sw U91 - 2.52 1.45 0 0 0 0 0 0 0 0
11D0 0.3M n 10.80 12.03 0 0 0 0 0 0 0 0
G 1613-Mad 0.032 0. 9 134 25 25 22 43 22 22 2() 38
l--- 20P-11t 0r078 2. 16 1,12 0 0 0 0 0 0 0 0
F 22A.-tot 0.989 27.40 0'(0 0 0 0 0 0 0 0 0
6 c)AEDexcursion 4 3
Envelope lossigain 22 t39 20
12 a) InfilVation 0 0 0 0
to Roorn ventilation 0 0 0 0
13 Internal gains: Ocnipants tS 230 0 0 0 0
ArTIiances/omer 0 0
Subtotal (lines 6 to 13) 22 39 20 as
Less external Imad 0 0 0
Less transfer 0 0 0 0
RedistribUtion 0 0 0 0
14 Subtotal 22 39 20 35
15 Duct loads 26% 401% 6 16 26"XI 40% 5 14
Total ax)rn load 28 49
Air required (cfrn) 2 ns2 1 2
Calculat 8th Ed.
4 2018-Oct- 17 13:08:23
Right-SuftUniversale@ Universal 2018 18.0.27 ASU23828 Page 8
eLargot-t-IRElotl35KensitigtoriRe,erveLargoL.C'RE,rLip Calc - M,18 House faces: F
wrivftoft.
Entire House
Job: Lcati35ltens n tonReser el...,
Gate: 7/25/2015
By: FJF
DEL -AIR TI C & AI
5;31 GODISGO WAY, SANFORD, F L 327711 PhonD4077-333-2.665 Fax: 407-333-3853 Wob: WWW.r)E-:I_-AirLcom
1 Room name haft
2 Exposed wall 25.C) ft
3 Room height8.0 tt heat/cool
4 yRoom dimensions 1.0 x 289.0 It
5 Floom area 289.0 ft?
Ty Construction Uvalue Or HIM Area OF,) Load Area Load
number BtiriVft?-"E) E3trrh/ft1) or perimeter it) F3tuh) or fvrimeter
Heat Goof Gross N/P/S Meat Cool Cross N/P/S Heat Cool
6 12C-Osw 0.091 n 2,52 2,85 0 0 0 0
a 2A-2orn 0.350 n a69 10,40 0 0 0 0
eA•2om 0.360 n 9.69 10.46 0 0 0 0
W F31k wall, stucco ext 0.?01 n 5,57 5.29 0 0 0 0
11 e 2.
9,
6 85 5 32 E31 912A-2orw11l2urm t) 3 C) e' 0,351 9.6R 28-96 0 0 0 0
A -Porn U50 e R69 2&96 0 0 0 0
a 2A-2urn 0350 to ' 9,69 28,96 0 0 0 0
Ut Blk wall, stucco ext 0.201 e 5.57 5,29 0 0 0 0
r-- 4) 1 lD0 O.390 e 10.80 12,03 0 o 0 a
12 -O 00. 2.52 1,A5 168 153 V6 436
a nw tf S 9.69 10.68 15 13 145 160
Blk wall, stucco, ext 0.201 s 5.57 5.29 0 0 0 0
2A-2orn 0.350 s 9,69 11.93 0 0 0 0
12C 0sw 0.091 w 2.52 2,85 0 0 0 0
2A-2om 0,350 w 9.65 28,96 0 0 0 0
Pik vedl, stucco ext 0.201 w 5.57 5.29 0 0 0 C7
A -?earn 0.3n50 W R69 10.46 0 0 0 0
A-?omd 0.620 w IT 17 16,92 0 0 0 0
Fa 12G-0sw 0,091 - 2.52 1,45 0 0 0 0L__D 11DO 0„390 n 10.80 12.03 0 0 0 0
C 1613-30ad 0.032 0,89 1.74 289 289 256 503
F 20l'-11t 0.(Y78 2A6 1,12 48 48 104 54
F- 22A-tr)l 0.989 27.40 r00 0 0 0 0
6 c) READ amirsion 93
Envelop loss/gain 9'72 1151
12 sa) InfiltratioP.a 246 8
b) Rorr m ventilation 0 9
13 Internal gains: 0Gcuparvts xx 230 0 0
Ar iianceslother 0
Subtotal (lines 6 to 13) 1217 1234
Less external load 0 0
Loss tnanster 0 0
Redistribution 0 0
14 Subtotal 1217 1234
15 Dust loads 26i 40% 317 48€3
lotai mom load 15:34 1 722
Air required (cfrn) 86 77
Calculaticsns roved k1 ABC etc meet all re Lfirenlents of Manual <7 8th ECG.
2018Oc,t-1713:08 3
Flight-Suitr;'00 Universal 2018 1E 0.27 RSU23828 Page 9
eL.argoL(z,RE-1F oI I35Ketisingtorafie servet ergoLGFit.rtPp G alc = M,18 House faces: E
Heating Cooling
External static pressure 0.30 in 1-120 0.30 in H2O
Pressure losses 0.06 in H2O OM in H2O
Available static pressure 0.24 in H20 0.24 in H2O
Supply / return available pressure 0.120 / 0A20 in H2O 0A20 / 0A20 in H20
Lowest friction rate 0.202 in/100ft 0.202 in/100ft
Actual air flow 1160 cfm 1160 cfm
Total effective length (TEL) 119 fit
gn Actual Ftg.Eqv
h) Ln (ft) Ln (ft)
h 4401 371 4, Ox 0 16.1 stl
h 3222 08 0' OxO 212 st2
h 3222 218 0 OX 0 X MO st2
h 3297 184 133 O218 0 OX 0 VlFx 18.0 st2
C 1057 16 47 OM5 4,0 OX 0 VlFx 16.9 stl
h 1534 86 77 O295 6O Ox 0 VlFx 11.3
h 1064 59 49 0.295 5.0 Ox 0 VlFx M3
C 4284 95 193 OM4 8.0 Ox 0 VlFx 9.1
C 49 1 2 0.304 4.0 Ox 0 VlFx 9
h 325 18 15 O294 4,0 OX 0 VlFx 11,6
C 55 2 2 0.326 4O OX 0 VIFx 3.5
h 891 50 26 0.212 4O OX0 VIFx 21.3 st2
h 725 40 18 0,202 4.0 OX 0 VIFx 27A st2
c 1395 44 63 OM2 0 OX 0 VlFx 18.4 stl
C 2809 100 126 O227 6O Ox 0 VlFx 20.8 stl
c 1237 40 56 M09 4.0 OX 0 VlFx 29.8 sit
h 699 39 36 OMO 6.0 NO jVlFx I 10A
Mum 01, 'R
ROM
Trunk
type
Peak AVF 0 x 0
Peak AVF 0 x 0 Vlnl I
wrightsoft, 2018 Oct-17 13:0&24
111-11 ....... Right -.Suites Universal 2018 18,0.27 RSU23828 Page I
ACCX ...eLargoLGRElol 13SKensingtonReservet-afgo[,GRF,rup GaIc = VJ8 Houseefacet E
rwightsoft-
11- 11111.111- . ..... , Highl-Suito(R) Universal 2018 18,0,27 RSU23828
ACCA ...eLargoLGRE\[ otl35Kensirigtonin)serveLargc)LGRE.rLip Gale = M,J8 House faces: E
2018-Oct-17 13:W24
Page 2
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 02. .1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: t otl 5KensingtonReserveL.argot„GRE Builder Narne. RYAN HOMES
Street: 3713 CRAWL EY DOWN LOOP Permit Office: SANFORD
City, State,. lip: SANFORD , FL, 32773 Permit Number:
Owner: Jurisdiction: 691500
Design Location: FL, Orlando
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall
requirements
The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material.
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
1 he junction of the top plate and the for) of exterior walls shall be shall be insulated by completely filling the cavity with
sealed. a material having a thermal resistance of R-3 per inch
Knee walls shalt be sealed. minimum.
Exterior thermal envelope insulation for framed wails
shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/door jambs and framing, and
and doors skylights and framing shall be sealed.
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated.
Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to
including insulation. maintain permanent contact with the underside of
above -garage subfloor decking, or floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
floors) of sheathing, or continuous insrrlation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor training
members.
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation
a Glass I vapor retarder with overlapping joints taped, shall be permanently attached to the crawlspace walls
Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned s ace shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
Narrow cavities cavities shall be filled by insulation that on
installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spac as,
Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building
shall be sealed to the drywall. thermal envelope shall be air tight and IC rated.
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring
and plumbing in exterior wails, or insulation that on
installation readily conforms to available space shall
Shower/tub the air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall
on exterior wall tubs shall separate them from the showers and tubs. be insulated.
Elect ricaltphone 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
be inoflogwa. In addition, inspection alls shall accordance with the nsprovisioof iC:C -400. 10/
17f2018 1:20 PM EnergyGaugeCry USA -. FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
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1ANU
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SEW= f an 91
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42X42 A/C SLAButone696RNBBYBLDRMIN
2' FROM WALLM0 ---------
Transfer ducts/grittes; sized In
compliance with Florida Residential
Building Code - M1602A Balanced
Return Air. exceptions 1-3, Builder
must provide unrestHcted I Inch
undercut on doors to habitable
rooms,
P-
Builder wKI need ter
provide a/c duct chose
lex15wcd
50
if 10A 1wc
3' bath duct
14
8x to roof cap1848rag5W/far
Nutone 696RNB
14xS lwcd
195
yk
35
75 x6 wall rag
10 wc
45 14' dryer duct
9x4 Iwo to roof cup
6.
65
I C w/dryer vent box
10x6 lwcd
3' loath duct
to roof cap
20x6 wat rag
84 lwcd W/f an
Nutone 696RNB 2Gx6
watt rag TAU&
125 BOHM a lUx6
lwcd 55
6x4
lwcd 13,
11 TON 11 8K W241V IPH 18XI3plan 0"-
w 3050-W Jew -W bid, scale 4/
6'-
Vo' Rating Must have
a
minimum ctearance o-F 4 Inches around the air handler per the State Energy code. Ali duct has an r=6 Insulation value. LLJ LIJ LLJ
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DESCRIPTION AS FURNISHED: Lot 135, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86:
through 92, Public Records of Seminole County, Florida.
PLOT PIANFOR / CERTIFIED TO: Ryon Hon,)esINVR Inc. Ok
to construct single family home with
setbacks and impervious area shown
on plan. Ls,-?o v-cf- L I t2,
Irj,4-rj 31, ?,40 I,Ssf TRACT
J POND--
D N
00019'09" W 46,
18' 31.
50, 31,50' 5.
00 26.0 A\
EXT. LANAI 5.
00' 30,
0' CID
LOT 135 LOT
136 EzI Ez
06PROPOSEDMODELLARGO
VS I - L GARAGE
RIGHT 18'
I
I. 18, 21.
3' 5,00' 16'
DRIVE 25,
50 ?5.50' 1_ —, — __
10 UTIL, ESMT 5'
CONC, WALK TIN
N 00019,09" W 46.
18' ixotwc,
EINLET CRAWLEY DOWN LOOP PER
CIVIL PLANS (50' PRIVATE RIW) PLOT
PLAN ONLY NOT A SURVEY PROPOSED =
FINSHED SPOT GRADE ELEVATIONS FRONT = 25 PERDRAfNAGEPLANSIMPERVIOUSCOVERAGE = 2,1"181, SQUARE FEET OR 39,9% LOT
CONTAINS 5,311 _+ SQUARE FEET REAR 20' PROPOSED
DRAINAGE FLOW WALK ON-43 SQUARE FELT SIDE - 5' FOR 40 LOTS, L0,
7GRAELNG PIPE A WALK OFF=231± SQUARE FEET SIDE = 7.5' FOR 60' LOTS PROPOSED
FINISH FLOOR PER PLANS = 29.9' DRIVE ON-408-* SQUARE FEET SIDE - 10' FOR 75LOIS DRIVE OrF(
APRON)=1283 SQUARE FEET SIDE STREET = 25' I?Ir,
Y C,YVIIfE-rER-SC,'YOTT ASSOC, IYC -- -L,4A'-D SURPT-MRS LEGEND - LEGEND -
5400 E.
COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407"-658-14,56 p PLATPM,L, POINT ON LINE NOTES:I PFIELDTYRTYPICALJULIk
P
GMN PIPEPR'C' A INT Or REVERSE CURVATURE ROD PZZI0NTBECOMPOUNDCURVATURE1, THE UNDESSICNED DOES HURKErr CERTIFY THAT THIS SURVEY OEM THE STANDARDS OF PRACOCE SET FORTH OT UP, RQPj,1)A fRVA') 1V C N. &
KRETL MONUKENT RAE, RADIAL CON PROFESSIONALSURVE NORS ANDWREDS IN CHARTER !V-C7 FLOWN, ARAUNCHRANVE COO, PURSLANE TO SECTION 472.CZ FL0'AP,1ASW: I, I!?'
IN, A/#Lg 4596 ND -RADIAL NON ZUNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIOMI, RAISED SEAL, HPS SURVEY MAP OR COPIES ARE NOT VAUD RFL w
CErOVE.RCD VPWITNESS POINT 3, THIS SURVEY WAS PREPARED RON HTLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICIS)NS P011 ON
OF BE"NGJI G CALL. CALCULATED OR FASEWENTS THAT AFPCr THIS PROPCRTY 11UC '0
NY 0 COKMENCE-ENT REA PERMANENT REFERENCE MONUMENT 4, NO UNOCROROUNO IMPROVEl(LVOS HA< BEEN LOCATED UNLESS OTHERWISE.' SHOWN. I C
LWEk"PT: P.C. BUILDING FLOOR ELEVATION I, , Ct'v DSA_ BUILDING SETBACK LINE 5 ' THIS SUA1'rY IS PREPARED FOR THE EMS BENENT OF THOSE BEATIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHETY ENIU'l RAC,. ' -UI-
PAY RK RENCHANRY INMENSKNIS SHOWN FOR THE LWATWEN OF IMPROVEVENTS HEREON SHOULO HOT US USED TO RECONSTRUCT BOUNDARY ONES, BASE SEARING
E,T, 'O`Nr IT 7, BEARINGS, ARE BAPED ASSUMV) VARAJ AND ON NE LINE SHOWN AS RAISE SEARING (119) R,11N, DRAINAGEW!" U
TiLITY 811"ATIONS M' SHOWN ARE EASED ON NATICARI C EOVEVC VERTICALWED! OF T929, UNLESS OTHERWISE NOTEck C 1,
L, C L WN LIN EKZ R CER17FICATE OF AUTHORIZATION UP, 4596, W"'FC,
A UUM FEN' S ONCREfE BLDCK
POINT OF
CURVATURE SrA 20 LE P.T.
POINT OFTANGENCY ETC PTION
E SCDRjCERTIFIEDOY LIDDED Na. R RADII'
S I. ARC
PLOT PLAN 10- 18-2018 6818--Its" D DELTA
r, CHOAD
GN ^ EARN)
REARING NORTH THIS
HUILDING/
PROPORTY DOES NOT LIE MERIN 4 14
THE ESTABUSHED100YEARFLOODPLANEASPERTOxGSENIMIR, R.L.S. 4 14 0 COTT76e ,
L.
R
ZONE '
X'
UkP If 12117CO09OF (09-28-07) JAI SCOTT, .
L.S j 4801
Clity of Sanford
Building and Fire Prevention
IQR!111!1!1111 11 1 1 1;! 1111MUM
1 8 4 4 2 7Permit W. #
Project Location Address
As required by Florida Statute 553.842 and Florida Administrative C666 9N-3, please provide the
information and product approval nurnber(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.floriclabuilding .or .
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.
Categoryl Subcategory Manufacturer Product Florida Approval #
Description include decimal)
1. Exterior Doors
Swine in Therma TrU Smooth Star 20461 -R3
Slidin Ply Gem 4780 SGD 14634-R3
Sectional Wayne Dalton 9100 - #0600 #0607 9147,11 / 8174,2 - R12
Automatic
2. Windows
Sin Ply Gem 1500 16103
Horizontal Slider
Casement
Double HupA__
Fixed
Awnin
Pass Through
Pro'ected
Mullions Ply Gem 1500 16118
Wl-nd -Breaker
Dual Action
Category / Subcategory Manufacturer Product Florida Approval #
Descry trap rncludrnc decimal)
Panel Walls
Siding
Soffits Aluminum Coils Inc,. Aluminum Soffit Panels 12194 - R7
Storefronts
Curtain Walls
Udall louver
Glass black
Merl brane
Greenhouse
P.P.S Composite
Panels
Other
4. qa fin Products
Asphalt Shin Ins CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 _ R12
Underfa m nts InterWrap Inc. Rhino Roof Underlayment 15216 R3
Roofln Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles ....
Roofin tiles_ ._
Roofing
Insulation
Water roofing
Built up roofing
S StE'.m
Modified Bitumen
Single Ply Roof
Stems
Roofing slate
Cements/
Adhesives f
satin
Liquid Applied
Roofing
Roof Tile
adhesive
Spray Applied
Polyurethane
Reofin
P.P.S. Roof
Panels
RtJf 0/ntS Millenium Metals Inc. MMI - 2n Off Ridge Vent 19567 - R1
ether
Applicant's Signature
Applicant's Name Tracy McDonald
Please Print)
AlOMNOW
49moommmom
Immumm
mmoomm C14
Mow
imms"m --I
mmmown
mo-m Awl ROOF
D mwmmm 91010TRUSSE
A FLORIDA GORPORA7N
4451 ST. LUCIE BLVD
FORT PIERCE, FL 34946
PH - 772-409-1010
FX 772-409-1015
www.AlTruss.com
I=
ILI11WA
WkLm I'm L U" IIIM'am q_jp&lrm MR
BUILDER:
PROJECT
COUNTY
LOT/BLK/MODEL-
JOB#:
RYAN HOMES
KENSINGTON RESERVE
SEMINOLE
LOT. 135 / MODEL: LARGO Vl / ELEV. B-L / GAR R
ON=
MASTER#: WRCLG1 BE9
OPTIONS: EXT, LANAI.--.9-4 CLG
Lumber design values are in accordance with ANSITTPI 1-2007 section 6.3
A4 R()()F These truss designs rely on lumber values established by others. A#=TRUSSES
A FLORIDA CORPORATION
RE: Job WRCLG I BE9 A-1 Roof Trusses
JOB #73905 4451 St Lucie Blvd
Fort Pierce, Ft. 34946
Site Information:
Customer Info: RYAN HOMES Project Name:
Lot/Block: Model: LARGO v1 "B"
Address: LOT #135 Subdivision:
City: County.- VARIES 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/T1 12014 Design Program: MiTek 20/20 8A
Wind Code: ASCE 7-10 Wind Speed: 150
Roof Load. 40.0 psf Floor Load: 55.0 psf
This package includes 44 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
1 A0013054 A01 5122/18
2 A0013055 A02 5/22118
3 A0013056 A03 5/22/18
4 A0013057 A04 5/22/18
5 A0013058 A05 5/22118
6 A0013059 A06 5122118
7 A0013060 B03 5/22/18
A0013061 103GE 5/22/18
9 A0013062 004 5/22/18
10IU A0013063 CA 5/22/18
11 LloaA0013064UO '1:
CAAJ"" 5122/18
7—
12 LAO :30:6 5C J2 E 5122/1
Thetrussdrawing(s) referen(x,,,d have beer__Fjp_eredTruss
Name F
FL04 Truss
Design Engineer's Name: Anthony Tombo III My
license renewal date for the state of Florida is February 28,2019. NOTEXho
seal on these drawings indicate acceptance of professional engineering
responsibility solely for the truss components shown, The
suitability and use of components for any particular building is the responsibility of the building
designer, per ANSUTIPI-1 Sec. 2. The
Truss Design Drawing(s)(TDD[sl) referenced have been prepared based on the construction
documents (also referred to at times as 'Structural Engineering Documents') provided
by the Building Designer indicating the nature and character of the work. The
design criteria therein have been transferred to Anthony Trentm III PE by (At Roof Trusses
or specific location]. These TDDs (also referred to at times as 'Structural Engineering
Documents') are specialty structural component designs and may be part of t a projecVs
deferred or phased submittals. As a Truss Design Engineer (i.e,, Specialty Engineer),
the seal here and on the TOD represents an acceptance of professional engineering
responsibility for the design of the single Truss depicted on the TOD on4y)*Wy T, Building
Designer is responsible for and shall coordinate and review the TDDS for compatibility
with their written engineering requirements. Please review all TDDS and all related
notes. 3B
BC A2 2100 00 00 00 4C 12 67 DF
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. A#==TRUSSES
A FLORIDA CORPORATION
RE- Job WR L 1 BE9
I No. Seal # Truss Name bate
37 A0013090 HR 5122/18
38 A0013091 J2A 5122/18
139 A0013092 13A 5/22118
40 A001309 ME 5/22/18
41 A0013094 J7 5/22/18
2 A0013095 M7G 5122/18
11435 A001309 VM3 5/22/18
44 A0013097 VM5 5/22118
45 STDL01 STD, DETAIL 5/22118
46 STDI-02 STD, DETAIL 5/22/18
47 STDI-03 STD, DETAIL 5/22/18
48 STDL04 STD. DETAIL 5/22/18
49 STDL05 STD. DETAIL 51/18
50 STDL06 STD. DETAIL 5/22/18
1 STDL07 STD. DETAIL /2/18
52 STDL08 STD, DETAIL 5/2/18
53 STDL09 STD. DETAIL 5/2/18
54 STDL10 STD, DETAIL 5/22/18
55 STDL11 STD. DETAIL 5/2/18
i 56 STDL12 STD, DETAIL 5122/18
57 STDL13 STD, DETAIL 5/22118
8 STDL14 STD, DETAIL 5/2/18
9 STDL15 STD, DETAIL 5/2/18
60 STDL16 STD. DETAIL 5/22/18
Page 2 of 2
27 28 - 29 30 11 31 - 32 33
5X8 = 2x4 11 400 500 MT20HS-- 2x4 11
3x8
7-0-0 12-4-9 17-7-7 23-0-0
T--6-6 5,44 '- - 5-221 3 - - S
F'l- a-t,-e, 0Offsets(X,Y)-- 10:0-3-8,0-1-18111
LOADING (psf) SPACING- 2-0-0 CS1, DEFL. in (too) I/deft L/d
TOLL 20.0 Plate Grip DOL. 1.25 TC 0.90 Vert(LL) 0,2810-12 999 360
TCDL 10.0 Lumber DOL 1,25 BC 0.67 Vert(CT) 0.5610-12 644 240
BOLL 0.0 Rep Stress Iner NO W6 0,80 florz(CT) 0AI 7 n/a me
BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(-L) 0,2510-12 999 240
LUMBER -
TOP CHORD 2x4 SP 2400F 2,0E
BOT CHORD 2x6 SP 2400F 2,0E
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3,
Right: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 24-2
oc purlins,
BOT CHORD
Rigid calling directly applied or 9-3-11 oc bracing,
iTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
frisrallaitionguide.
M
2 2494/0-3-8 (min, 0-2-1)
7 2494/0-3-8 (min. 0-2-1)
Max Herz
2 59g-C 12)
Max Uplift
2 582g-C 4)
7 582(1-C 5)
Max Grav
2 2494(.0 1)
7 2494(-C 1)
FORCES. (to)
Max. Comp./Max, Teri. - All forces 250 (to) or less
except when shown.
TOP CHORD
2-3=-5141/1148, 3-20=-6369/1376,
20-21 =-6369/1376, 4-21 =-6369/1376,
4-22=-.636911376,22-23=-6369/1376,
23-24=-6369/1376, 5-24=-6369/1376,
5-25=.,6390/1382, 25-26=-6390/1382,
6-26=,6390/1382, 6-7=-5137/1147
BOT CHORD
2-13=-969/4653,13-27=-968/4669,
27-28=-96814669,12-28=-968/4669,
12-29=-1266/6390, 29-30=-1266/6390,
11-30=--126616390, 11-31=-1266/6390,
10-31=-1266/6390,10-32=-973/4665,
32-33=-97314665, 9-33=-973/4665,
7-9=-974/4649
WEBS
3-13=-5/505, 3-12=-339/2062,
4-12=-690/284, 5-10=-701/283,
6-1 0=-348/2090, 6-9=-2/496
NOTES-
1) Unbalanced roof live loads have been
considered for this design,
2) Wind: ASCE 7-10; Vult=150mph (3-second
gust) Vasd= 1 16rnph; TCDL=5.0psf;
BCDL=5.0psf; li=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
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 20.0psf 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
In uplift at joint(s) except Ot=lb) 2=582, 7=582
8) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
loads) 240 lb down and 200 In up at 7-0-0, 123
Ito down and 74 to up at 9-0-12, 123 in down and
74 lb up at 11-0-12, 123 its down and 74 to up at
13-0-12, 123 to down and 74 in up at 15-0-0, 123
to down and 74 in tip at 16-11-4, 123 Is down and
74 lb up at 18-11-4, and 123 to down and 74 lb
up at 20-11-4, and 240 in down and 200 to kip at
23-0-0 on top chord, and 365 Is down and 119 fid
up at 7-0-0, 88 in down at 9-0-12, 88 lb down at
11-0-12, 88 lb down at 13-0-12, 88 lb down at
15-0-0, 88 lb down at 16-11-4, 88 lb down at
18-11-4, and 88 in down at 20-11-4, and 365 In
down and 119 lb up at 22-11-4 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 fnnp of the tress era noted as front 07) or frock
Dead Load per. = 5/16 in
9
iwx
PLATES GRIP
brT20 244/190
MT20HS 187/143
Wright: 164 in FT = 10%
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced), Lumber
Increase=1,25, Plate Increase=1,25
Uniform Loads (plo
Vert: 1.-3=-60, 3-6=-60, 6-8=-60,14-17=-20
Concentrated Loads (lb)
Vert: 3=-1 93(F) 6=-193(F) 13=-365(F) 9r-365(')
20=-123(F) 21=-123(F) 22=-123(F) 23=-123(F)
24=-123(F) 25=-123(F) 26=-123(F) 27=-70(F)
28=-70(F) 29=-70(F) 30=-70(F) 31=-70(F)
32=-70(F) 33=-70(F)
An)ny T. Tonitis) 111, P.F.
M. W.4Npd., "dPAO- 06, Wh" f.",gWW-WVP.001" In "t MA v-0-0* ?.,e, pf- 4451St. W(Je Blvd. gort Merce,
K. 34946 Repiodio of
tr duument, in 401 1"k is ratibilvi whtinInkwifleopfMii1so fim A IRoof Sum - hThopy L Tosis, 111, HE
15-0-0 2 1-Cb0 3tl-tt-0 y1 t3
t) 9 blo - -0.0 6-0-0 9-6-0 — .. _.. _. t w6-
Dead Load Deli. =- 3116 in
3x4
3x6 Il
3x4 4x6 3x4 3x61!
Im
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (fee) Udell Let
TOLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.17 12-15 999 360
TCDL 10.0 Lumber DOL 1,25 BC 0,96 Vert(CT) 0,3812-45 946 240
BCLL 0.0 Rep Stress Iner YES WB 0. 1 Norz(CT) 0.09 8 n/a nla
BCDL 10.0 Cade BC2017CTP12014 Matrix -MS Wind(LI_) 0.2012-15 999 240
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T2: 2x4 SP hle.2
BOT CHORD "'2x4 SP No.
WEBS 2x4 SP No.3
SLIDER
I eft 2x4 SP No.3 1-6-0,
Right 2x4 SP No.3 1-6-0
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 3-7-5
oc parties,
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oa bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide,_
REACTIONS. (lb/size)
2 _ 126010-3-8 (min, 0-1-8)
8 - 1260f0-3-8 (min 0-1-8)
Max Harz
P4(LC 12)
Max Uplift
2 --357(LC 8)
8 357(LC 9)
Max Grav
2 1260(LC 1)
8 1260(LC 1)
FORCES. (to)
Max. Comp,/Max. Ten - All forces 250 (lb) or less
except when shown.
TOP CHORD
950/0, 34=-212511421, 4-5=-199211451,-
6=-199211450, 6-7=-212511421, 7-8=-95010
BOT CHORD 2-12=-1101t1872, 11-
12=-1336J2204,
10-11=-1336/2204, 8-10=-,
1104/1872 WEBS 4-12=-104f469, 5-12=-
4041271,
5-10=-404t271, 6-10=-1041469 NOTES- 1) Unbalanced
roof live loads have been considered
for
this design. 2) wind: ASCE 7.10; Vult=
150mph (3-second
gust) Vasd=176mph; TCDI,-=5.Opsf; BCDL=5.0psf;
h=25ft; Cat.. 11; Exp C;
EncL, Cpi= 0.1d; MWFRS (envelope) and C- Exterior(2)
zone; cantilever left and right exposed end
vertical left exposed;C-C for members and
forces & MWFR: a 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 last 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=
357, 8=357. we PLATES GRIP MT20 244/190 Weight: 129 Ib
FT :
10% 1
4ISE eteraipiaoYr t4ae«
g7Er¢y,e*S1lJP FaT
4.`
lt"`rs.k@fl ia4:&F Cdkf3St C'xGiCRhvkct+Jx a4't,.ikdi`4rp;.+H'rarcYe°tp¢,.pere+sa4k+s msd rrsi+ata.ra+s `.roes '.na'ax1. rlmesa46; Reixrere e Sa.e ve n.r esa lldnss,nrce €fakrpasiSeitiA."t arta+mnprtr; rasetad'iw usNfti roe lt6ls ar *
ut.kn ail a^r Eatr+rtr rx sr:,a4r easYmea;'.ra emt an of tUb r9 sexaeh or esre .aaNNs raV fs aa!e ste^i¢rezas 6HAt?a Coe Sys sN;.sc tRnx&pv4pn*0%sa#flvdart'.+il y1F"i`_3ony i. Tf;F'?ho11. .t. aa9 szes#+r lin Wccr&w(Maeis: ttnrrzgar, xtaErtws'F::rlwsntta r.rar'aa ±x=rsm xs tFatwk#;C^r pcaae sst'twasa^v4 P!H."rot `adCmCx@.et.odt fX#t'1t Ord+x'd"at"S@+.dawfiuRl evrdFce ft>sa:fK:spPavitc..t¢'yttaki7atramW ti»m p, ref a,+frt=t F. A41, Iti%'1 r rrc d E ;]et ¢rx`kme
l:: °
uar li
aes wsam %rka 4 a t p+uehies;aa#gmecNas at tEx Bxt€dwg (n#}ttgt i taxta:'enenax;tt S€'.px6iisNa sgtmsd SACS¢€s.n+uaxs4ht atianm:x`astacsr lP.lde4sts i4 k,peasaaa a.. oa:me<,,. y+«p>F :eC :vrr.1 ,+5s r°x wm+m, tear, &awaa^+x .gym e 'T`f a a"nss 9arixt 9,m°ara^mt MTa9aww.
ic 1x € xry tararca :aeirx.>»x; cFtta,:t¢te t 3u S*,#Meta„zy+ps ,1St. l.k3drr Fxls+ti.: a'P ' # 3 a a'mtar+t;gk'tas=sxa•m.+?tsa bc§a^Y IPP t. f cpE '' P4 ct2. Fl. r.ie}eft Eepyr#1hltf,90I6AIberboiw blip tTombe111,P.t Hepraa#sckooftki anent,
rxaayform, ispsa&ibdedwilsaltpcarpeagesasraa AEa lTvsa,ces ea&mnwtTaaDut,P.€.
1 5-7-14 I'll - "I -I 1--- -111-9,9 -, ,, --- --- ---- Vo-0 "t5-7-14 5-4-1 8-0-0 5-4-1 '
I
Dead Load pail. = 1/8 in
otxEi-
4x8
5 r
9
0
13 11
4x6 k1 3x8 3x6 3x4 4x6 11
Bum
LOADING (psfli SPACING- 2 Cal.DEFL. in (loo) Vdefl Lid
TCLL 20.0 Plate Grip DO L. 10?05 TC 0,77 Vert(LL) 0.2211-20 999 360
TCDL 10.0 Lumber DOL 125 BC 0.62 Vert(CT) 0A6 11-20 788 240
8CLL O.O Rep Stress Irror YES WEI 024 Horz(CT) 0.08 9 n/a Wa
BCDL 0 Code FBC2017fTP12014 Matrix -MS Wind(-L) 0,1911-13 999 240
LUMBER -
TOP CHORD 2x4 SP No,2 *Except*
T2: 2x4 SP M 30
COT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0,
Right 2x4 SP No,3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-5
oc puffins,
BOTCHORD
Rigid ceiling directly applied or 6-2-2 oc bracing.
WEBS
1 Row at midpt 6-13
ek-recommends that-Ciabilizers and -
srequiredcrossbracingbeinstalledduringtruss
erection, in accordance with Stabilizer
installation gusts,
REACTIONS. (lb/size)
2 1260/0-3-8 (rule. 0-1-8)
9 1260/0-3-8 (min. 0-1-8)
Max Honr
2 89(LC 13)
Max Uplift
2 339(L.0 12)
9 339(LC 13)
Max Grav
2 1260(-C 1)
9 1260(L.0 1)
FORCES. (lb)
Max. Comp /Max. Ton. - All forces 250 (to) or less
except when shown.
TOP CHORD
2-3=-1207/130,3-4=-2239/1628,
4-5=-1932/1362, 5-6=-1739/1343,
6-7=-1932/t362, 7-8=-2239/1628,
8-9=-12081129BOTCHORD
2-13=--
1341/2009,12-13=-963/1739, 11 - 1
2=-963/1739, 9-11 =- 1348/2009 WEBS 4-
13= -
322/4 27, 5-13=-811417, 6-11 =- 8 2/417, 7 -11 =-
3 2 2/4 27 2) Wind: ASCE7-10; Vult=150mph (
3-second gust) Vasd= I 16mph; TCDL.=5.Opsf;
BCDL=5,Opsf; fr-25ft; Cat, tl;
Exp C; EncL, GCpi=0,18; MWFRS (envelope) and C-
C Exterior(2) zone, cantilever left and right
exposed end vertical left exposed,C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=
1.60 plate grip DOL= 1 .
60 3) Provide adequate drainage to prevent water
pending, 4) This truss has been designed
for
a 10.0 psf bottom chord live load nonconcurrent with any
other live loads, 5) * 'rhis, truss has
been designed for
a live load of 20,Opsf on the pattern 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 hearing plate capable of withstanding
100 in uplift at joint(s) except (jt=
lb) 2=339, 9=339. MEN PLATES GRIP MT20 244/190 Weight:
1451b
FT=10%
kr I, "- N"
p 40"t, *:0,
YIN Nps,.f, . a th VA,,,RW M'wp9q.440ol INkl-Vl' , k1,10 N, in,3fMtkk W0, WOr4I AnTliony 1, TDn)b,,) 1fl, PE 1 1.*" i, W ON Is- k.*adWAtrV4wift, ion. MhWWk I WWW"P144-9 r80083 4451 SL Wrie Blvd. 0,wN,,4o,.,—%d0A.
0N Fod Petce, FL
34946 isalibl 0 H16 A I Roof fiesom - Whay
L Imbo 111, U, IttIM060 of M> imment in afty forn, is paf,Nfol hrw fit %sion pe'Im4sv, ran A I Roof Trusn
Im
4x6 It
A
Dead Load Deft, = 3116 in
4X6 11 3x4 4x6 3x4 4x6 I
LOADING (paf) SPACING- 20 O CSL EFL.. in (too) Udefl L/d PLATES GRIP
rTCLL20,0 Plate Grip DOL TC 1,00 Vert(LQ -0,45 13-16 >799 360 MT20 244/190
TCDL 10,0 Lumber DOL 1.25 SC 0.97 VergCT) -0,60 11-13 >596 240
BCLL 0,0 Rep Stress In YES WB 0.25 Horz(CT) 0.10 9 ma ma
BCDL 10,0 Code FBC2017frPI2014 Matrix -MS Wind(LI-) 0 31 13 >999 240 Weight' 133 In
LUMBER -
TOP CHORD 2x4 SP No. 2
BOT CHORD 2x4 So No,2 2) Wind: ASCE 7-10; Vult=150mph (3-second
WEBS 2x4 SP No,3 gust) Vasd=1 16mph; TCDL=5.Opsf;
SLIDER BCDL=5,Opsf; h=25ft; Cat. 11, Exp Cr Encl.,
Left 2x4 So No.3 1-6-0, GCpi=O, 18; MWFRS (envelope) and C-C
Right 2x4 SP No. 1-6-0 Exterior(2) zone; cantilever left and right exposed
BRACING- ; end vertical left exposed-C-C for members and
TOP CHORD forces & MWFRS for reactions shown-, Lumber
Structural wood sheathing directly applied. DOL=1,60 plate grip DOL=1,60
BOT CHORD 3) Provide adequate drainage to prevent water
Rigid ceiling directly applied or 2-2-0 as bracing, pending,
4) This truss has been designed for a 10.0 psfMilreirre-comraeuds, that- 'St-a'-bifi'z-e"rs end bratorn chord five load nonconeurrent with anyrequiredcrossbracingbeinstalledduringmassotherliveloads,
erection, in accordance with Stabilizer 5) * This truss has been designed for a live load
to tall Rican guide. of 20.0psf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit betweenREACTIONS. (Itosize) the bottom chord and any other members, with21260t0-3-8 hold. 0-1-8) BCDL = 10.0psU
9 1260/0-3-8 (min. 0-1-8) 6) Provide mechanical connection (by others) ofMaxHarztrusstobearingplatecapableofwithstanding1002 -104(LC 13) to uplift at joint(s) except (jt=lb) 2=358, 9=358. Max Uplift
2 .358(-C 12)
9 4 -358(-C 13) LOAD CASE(S)
Max Grav Standard
2 1260(-C 1)
9 1260(-C 1)
FORCES. (to)
Max, Comp./Max,'ren. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-1078/170, 3-4=-2249/1650,
4-5=-1926/1395, 5-6=-1532/1289,
6-7=-1926/1395, 7-8=-2249/1649,
8-9=-4078/170
BOT CHORD
2-13=-135912017, 13-22=-845/1532,
12-22=-84511532,12-23=,,,-84511532,
11 - 23=-845/1532, 9-11 =1 365/2017
WEBS
4-13=-465/531, 5-13=-223/498,
6-11 = -222/498, 7- 11 =-465/531
NOTES-
1) Unbalanced roof live loads have been considered
for this design,
WNLd., I F0'40ji W—Ww'w— Uwo`'—
41
W6 .V.w
I
FT = 40%
Tonibo M, R,L
401 St, Ludo Blvd,
Fort MeKe, H- 34946
00 [ i 4A5 -
Dead Load bell. = 114 in
3x4 4x6 U4
191-11-1 1
LOADING(psf) SPACING- 2-0-0 CS1, DEFL. in (loc) I/deft L/d
TCLL 20.0 Plate Grip DOL. 125 TC 0.80 Vert(LL) 0,4312-14 841 360
TCDL 10.0 Lumber DOL 1.25 BC 0,98 ved(u) 0,6812-14 533 240
BCLL 0.0 Rep Stress last YES WI3 0.62 Horz(CT) 0.08 10 n/a ten
BCDL 0 Code FBC2017frPI2014 fdatrix-MS Wind(-L) 0.18 12-14 999 240
LUMBER -
TOP CHORD 2x4SPNo,2
BOT CHORD 2x4 SP No,2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 So No3 1-6-0,
Right 2x4 SP No,3 1-6-0
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-2-0
no pudins,
BOTCHORD
Rigid ceiling directly applied or 2-2. 0 oc bracing.
wre-kreco'rnmends that Stabilizers and - I
required cross bracing be installed during truss,
erection, in accordance with Stabilizer
Installati a guide.
REACTIONS. (lb/size)
2 1260/0-3-8 (min, 01-8)
10 1260/0-3-8 (min, 0-1-8)
Max Herz
2 1 18(LC 13)
Max Uplift
2 374(LC 12)
10 374(-C 13)
Max Grav
2 11260(-C 1)
10 1260(-C 1)
FORCES, (lb)
Max, Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
Top CHORD
2-3=-944/109, 3-4=-22071160 1,
4-5=- 199611528, 5-6=- 1909/1552,
6-7=- 1909/1552, 7-8=- 19%,/1528,
8-9=-2207/1601, 9-10=-944/109
BOT CHORD
2-14=-129511966, 14-.23=-737/1363,
13-23=-737/1363, 13-24=-737/1363,
12-24=-737/1363,10-12=-1299/1966
WEBS
6-12=4711701, 8-12=-425/553,
6-14=-4711701, 4-14=425/554
2) Wind: ASCE 7-10; Vult= I50mph (3--second
gust) Vasd=1 lfirnph; TCDL=5,Opsf;
BCDL=5.Opsf; ft=251`t; Cat. 11; Exp C; EncL,
GCO=0.18= MVVFRS (envelope) and C-C
Exterior(2) zone; cantilever left and right exposed
I end vertical left exposed-C-C for members and
forces & IVWFRS for reactions shown; Lumber
D0L=1 ' 60 plate grip DOL=1 60
3) This truss has been designed for a 10,0 psf
briftern 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 pattern chord and any other members, with
BCDL = 10,Opsf,
5) Provide mechanical connection (by others) of
truss to hearing plate capable of withstanding 100
In uplift at joint(s) except dt=11d 2=374, 10=374,
LOAD CASE(S)
Standard
NOTES-
1) Unbalanced roof live loads have been considered
1Wwk,v4pe:' , km.* bmk' V'W ow ="pAntkony TL Torn'30 M, P L bdlft
h'q. WWWOWK V Y)083 4451
SL I urRBlvd hort Pip,
ce, FL 34946 6pp'tht
V 7016 &1 tool Tmin
4x4 Dead Loss Defl. = 1/4 in
M
9
0
14 12 11
5x6 4x8 5x 10 MT20H&- 3X8 6x6 5xl0
now
LOADING (psf) SPACING- 2-0-0 CSL DEFIL. in (fee) Vdefl L/d
TCLL 20,0 Plate Grip ROL 115 TC 091 Vert(-L) 0.2911-12 999 360
TCDL 10.0 Lurrifter DOL 1.25 PC 0,93 Vert(CT) 0,5611-12 639 240
BCLL 0,0 Rep Stress Incr NO WB 0S6 Horz(CT) 0,10 9 n/a Wit
BCDL 10'0 Code FBC2017ITP12014 Matux-fas Wind(LL) 0,3211-12 999 240
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T3: 2x4 SP M 30
Tsk 2x4 Sin 2400F 2.0E
POT CF40RD 2x6 SP 2400F 2,0E
WEBS 2x4 SP No,3
WEDGE
Left: 2x4 SP No,3,
Right: 2x4 So NO,3
BRACING-
TOPCHORD Structural
wood sheathing directly applied or 2-2-1 on
puffins, BOT
CHORD Rigid
ceiling directly applied or 7-6-8 no bracing. WEBS
1
Row at midpt 5-14 MpTeIC
recommends that St'a'b'iliz' ers and ndrequired
cross bracing on instaillecidwing truss erection,
in accordance with Stabilizer Installation-
gPide,__, ___ . ...... . ....... ... 2
1835/0-3-8 (min, 0-1-8) 9
2787/0-3-8 (thin, 0-2-5) Max
Harz 2
86(-C 8) Max
Uplift 2
542(-C 8) 9
933(LC 9) Max
Grav 2
1835(-C 1) 9
2787(-C 1) FORCES.
g1t) Max,
Comp,/Max. Ten. - All forces 250 (lb) or less except
when shown. TOPCHORD
2-3=-
3639/1088, 3-4=-3330/1034, 4-5=-
3313/1022, 5 6=-6077/2040, 6-7=-
6077/2040, 7-8=-5804/1954, 8-9=-
5877/1974 WEBS 3-
14=-
325/297, 4-14=-665/2263, 5.-14=-
3079/1'134, 5-12=461/1043, 6-12=-
269/195,7-12=326/805, 7-11 =-
383/1294 NOTES- 1)
Unbalanced
roof live loads have been considered for
this design, 2) Wind:
ASCE 7-10; Vult=1 50mph (3-second goal) Vasd---
1 16rnph,TCDL=5,Opsf; BCDI.=5.
Opsf; h=-25ft; CaL If; Exp C; Enct, GCpi=0.
18; MWFRS (envelope); cantilever left and right
exposed ; end vertical left exposed; Lumber DOL=
1.60 plate grip DOL=1.60 3) Provide
adequate drainage to prevent water pending, 4)
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 whor the bottom
chord and any other inernbers, 7) Provide
mechanical connection (by others) of lkaf to
uplift
at joint(s) except (jt--lb) 2=542, 9=933. 8) Hanger(
s) or other connection device(s) shall be provided
sufficient to support concentrated load(s)
290 in down and 200 Ib up at 23-0-0 on top (,,hard,
and 1544 lb down and 547 In up at 21-4-
12, and 365 lb down and 119 lb up at 22-11-
4 on bottom chord, The design/selection such connection
device(s) is the responsibility 0 others, BOT
CHORD
2-14=-
979/3280,13-14=-1598/5344, 12-13=-
1598/534,rL 12-21=-1691/5422, LOAD CASE 1? 11-21=-
1691/5422, 9-11=-1728/5315 Standard WEBS 1)
Dead + Roof Live (balanced), Lumber 3-14= -
325/247, 4-14=-665/2263, Increase=1.25, Plate Increase=1.25 ro I
finifirirrin I ond- (nlfl WwsW of
this
kuslo"t, irs awy form, is praiiii0ed,risuttho,.61*1 fvriiWop hearA I Rent PLATES GRIP
MT20 244/
190 MT20HS 187/
143 Weight: 171
to FT = 10% Arduvq T. !,,
nibn Ifl, P,[,- s 80083
44 S
I St Lurie Blvd F,5t
tP t co, FL 344,10
I
4--24-9 14I --10,-9 1111,__+Q , ,22,4-0
0-00. 658 Q9 4-2-8 _?6-5-7 i -6--6'
Dead Load Dell. = 3/16 in
M
I
3x6 11 5X8 3x6 11
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (too) Udefl L/d
TCLL 20.0 P,,it, 36p DOL 125 TC 0.41 Vert(LL) 017 10-13 999 360
TCDL 10.0 Lumber DOL 1.25 PC 0.98 Vert(CT) 0.3510-13 726 240
BCI-L 0.0 Rep Stress Inc r YES WB 0.23 Horz(CT) 0,03 8 ri/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.06 10 999 240
LUMBER -
TOP CHORD 2x4 SP plo.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0,
Right 2x4 So No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-7-11
oc purfins,
BOT CHORD
Rigid ceiling directly applied or 2-2-0 or, bracing,
iTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
2 913/0-3-8 (min,0-1-8)
8 913/0-3-8 (rain. 0-1-8)
Max Harz
2 86(LC 12)
Max Uplift
2 274(LC 12)
8 274(-C 13)
Max Grav
2 913(LC 1)
8 913(-C 1)
FORCES, (tb)
Max, Comp,/Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-923/55, 3-4=-1433/1075,
4- 5=- 1127/850, 5-6=-1 1271850,
6-7=- 1433/1075, 7-8=-923/55
BOT CHORD
2-10=-832/1271, 8-10=-837/1271
WEBS
5-10=-394/604, 6-10=-370/444,
4- 10=-3701444
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult= 1 50mph (3-second
gust) Vasd=l 16rnpm TCDL=5,0psf;
BCDL-=5.0psf; h=2511; Cat. 11; Exp C; Encl.,
GCpi=O. 18; MWFRS (envelope) and C-C
Exterior(2) zone; cantilever left and right exposed
end vertical left exposed;C-0 for members and
forces & MVVFRS for reactions shown; Lumber
D0L=1 ' 60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 fist
bottom chord live load nonconcurrent with any
other live loads.
4) " This truss has been designed for a live load
of 20 Opal 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 100
to uplift at joint(s) except (it --lb) 2=274, 8=274.
IBM
PLATES GRIP
MT20 244/190
Weight: 96 lb FT = 10%
A W4, Mqr.4-4.4we' ft, I s'l js'. NIAilfww'CH Wl J '
a-V roiag, 0, idw N wt k'At 49 , — hup Ewwi., "
WRInitit pxN',"'d Poll- gill PU'A" u MWWA It, I ft*z Nwill", 4, .'w 4prtohf
i"12016 A I bofImm ilabool, Tombeto P'l, isprWWWWA4004 hailmses Aq$'4fl0' romblil, rf Anthony
T. laritin AT, PI, Z
4451
St, Lucie Blvd. Fo€
t Perce, ft 134946
I
U4 :., 4
M
3x4 24 23 22 21 20 19 18 17 16 3x4
5x6 :
LOADING (pso SPACING- 2-0-0 CSI, DEFL. in RoG) Well L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Verpl-L) 0.00 14 n/r 90 MT20 244/1qO
TCDL 10.0 Lumber DOL 1.25 BC 0,05 Vert(CT) 0.00 14 n/r 80
BCLL 0,0 Rep Stress Incr YES WB 0.06 Hor,?,(CT) 0,00 14 n/a ma
BCDL 10.0 Code FBC2017/1'PI2014 Matrix- S Weight: 1101b FT=10%
LUMBER -
TOP CHORD 2x4 So No,2
BLOT CHORD 2x4 SP No,2 7) This truss has been designed for a 10,0 fist
OTHERS 2x4 SP Nrr3 bottom chord live load nonconGurrent with any
SLIDER other live loads.
Left 2x4 SP No,3 1-6-7, 8) ' This truss has been designed for a live load
Right 2x4 SP No.3 1-6.7 of 20.0psf on the bottom chord in all areas where
BRACING- a rectangle 3-6-0 tall by 2-0-0 wide will fit between
TOP CHORD the bottom chord and any other members.
Structural wood sheathing directly applied or 6-0-0 9) Provide mechanical connection (by others) of
no purlins. truss to beating plate capable of withstanding 100
BOTCHORD to uplift at joint(s) 2, 21, 22, 23,19,18,17,14
Rigid ceiling directly applied or 10-0-0 oc bracing. except (jt=1b) 24= 110, 16= 104.
10) Beveled plate or shim required to provide full
REACTIONS. All hearings 21-4-0. bearing surface with truss chord at joint(s) 2.
to) - Max Harz
2= 86(-C 16) LOAD CASE(S) Max Uplift
All uplift 100 lb or less at joint(s) Standard
2, 21, 22, 23, 19„ 18, 17, 14 except
24=,,I I O(LC 12),16=-104(LC 13)
Max Grav
All reactions 250 In or less at
joint(s) 2, 20, 21, 22, 23, 24, 19,
18,17,16,14
FORCES. (lb)
Max. Cornp./Max, Ten, - All forces 250 (lb) or less
except when shown.
TOP CHORD
7-8=-115/271, 8-9=-115/271
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7- 10', Vult= I 50mph (3-socond gust)
Vasd=1 16rnph; TCDL=S,Opsf; BCDL=5.0psf; lri=25ft;
CaL It; Exis 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 O0L=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
19 .1W.N N Zh1, m 0,^-. wpb. ot twoql , dHW,.W'hhlftw Z Z4Pyrqhl
C, 2016
AI R,0 W w, Win,, 1, Tmt W, rf, hp, ohzlim0 ORtt k4w,tim? fewh poh'to'd .4041thep, mmiag h0. A I ted 1'. 'm hvemy 1. fimo W, H Anthorr Oftibo lil, P,
K 445 Sr- Woe BIA,
For', R J4940
4x4
Dead Load Sell. = 3/16 in
3x6 11 5x8 3x6 11
LOADING (psf) SPACING- 2-0-0 CSL DEFL. in loc) I/defl Let
1 CLL 20.0 Plate Grip DOL 1,25 TC 0,42 Vert(LL) 0.17 9-12 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0,98 Vert(CT) 036 9-12 720 240
BOLL 0.0 Rep Stress Incr YES
1
W13 013 Horz(CT) 0,03 8 ma n/a
BCDL 10.0 Code FBC2017fTPi2014 Matrix -MS Wind(-L) 0.07 9-12 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOY CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0,
Right 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-74
oc: purfin&
BOY CHORD
Rigid ceiling directly applied or 2-2-0 or bracing.
Nti-fekre-co--m-r-yie-nd-s"that Stabilizegs-ar-id- -- I ' required cross bracing be installed during truss
erection, in accordance with Stabilizer
lostall'ari90 gyi cle,
REACTIONS. (lb/size)
8 8521Mechanical
2 915/0-3-8 (min. 0-1-8)
Max Hors
2 95(LC 16)
Max Uplift
8 245(L.0 13)
2 274(LC 12)
Max Grav
8 852d-C 1)
2 915(-C 1)
FORCES. (lb)
Max, Comp./Max,'ren, - All forces 250 (to) or less
except when shown.
TOPCHORD
2-3=-923/52, 3-4=-143611081,
4-5=-1 130/856, 5-6=-1 131/857,
6-7=-1440/1084, 7-8=-954/104
BOT CHORD
2-9=-869/1274, 8-9=-874/1280
WEBS
5-9=-401/606, 6-9=-376/449,
4-9=-369/443
NOTES-
1) Unbalanced roof live loads have been considered
for this design,
2) Wind: ASCE 7-10; Vult=150ioph (3-second
gust) Vasd= 1 16mph; TCDI-=5.0psf;
BCDL,=5,0psf; h=25ft; Cat, 11; Exp C; Encl.,
GCpi=O. 18; MWFRS (envelope) and C-C
Exterior(2) zone, cantilever left and right exposed
end vertical lei 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 psf
bottorn 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 )ttom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
to uplift at joints) except Ot=tb) 8=245, 2=274.
imm
I
PLATES GRIP
MT20 244/190
Weight: 94 lb FT = 10%
61...,,nhliva,41,,m.v?4 x,*s?";W.t",*.-o,w"e ,.",Fw.$,F*,,.,.e"",,v,,m>,w,.Wtb,,O.,"O,,1,1,kr.,W.$"Ts.lw,.W4''t,"w,..;, ,".10.+:, 110,11 AnthonvT. Tornlx.' 111, PS, d a"
v "t, hw Waft. A'" 1* nwon d M, N., 80081 he twj
k'", Wrw-' 4,151 StLut,te 01A, po' "I
W)46 ltpdow d
tad immof' i4 POW fom, =' pokt4d .*unht' FsMmi#A hem AI ad fi."ti
Ism]
Em
LOADING (psf) I SPACING- 2-0.0 CS!, DEFL. in too) Well L/d
TCLL No Plate Grip DOI. 1,25 TC 0,17 Vert(_L) 0:00 5 999 360
TCDL 10 Lumber DOL 1,25 IC 1 02 Vert(u) 0.00 5 999 240 BOLL
0.0 Rep Stress Incr YES WB 00d iHorz(CT) 0,00 3 We We BCDL
10,0 Code FBC20171rPI2014 Matrix -MR Wind(LL) 0.00 5 999 240 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 0-11-11 oc
purfins, except end verticals, BOTCHORD
Rigid
ceiling directly applied or 10-0-0 no bracing. mifek
recommends that -,S--t-a-b-ii-iz-e-rs-and required
cross bracing be installed during truss erection,
in accordance with Stabilizer lrisFpllatton
guide. REACTIONS. (
lb/size) 5
150/0-3-8 (min. 0-1-8) 3
10/Mechanicaf 4
5/Mechanical Max
Herz 5
37(C 9) Max
Uplift 5
88(LC 8) 3
10(-C 1) 4
5(LC 1) Max
Grav 5
150(LC 1) 3
12(LC 8) 4
11(LC 3) FORCES. (
lb) Max.
Comp./Max, Ten, - All forces 250 (In) or less except
when shown. NOTES-
1)
Wind: ASCE 7-10; Vult--150mph (3-second gust) Vasd=
1 16mph; TCOL.=5.0psf; BCDL=5.0psf; h=25ft; Cat,
11; Exp Q Encl., GCpr=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 & MVVFRS for reactions shown;
Lumber DOL=1,60 plate grip DOL=1,60 2)'
T'hi% truss has been designed for a 10,0 pet bottom
chord live load nonconcurrent with any other live
loads. 3) *
This truss has been designed for a live load of 20.
0psf 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, MqUIUMN
Weight:
5 to FT = 10% ah-'
vrn4-A*ft lot, "'0441 k P*w4, .4,W '4&,pwa"" 4V,.;wmt 00*11 oirlhDny 1. Tcxnbc TH, PE 6d.,i "
M 1 44M St Uide Blvd Foft Nerce,
FL 34946 teplawfian DI
M, i0watn"n DAY loni, ii pekibilu .4totilt wiped ft*Won rom A-1Ron bmsn
im
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) Udefl L/d PLATES GRIP
TCLL 20 O Plate Grip DOL 115 TG 0,09 Verdt-L) 0.00 5 999 360 MT20 2441190
rCDL 10.0 Lumber DOL 1,25 BC, 0,01 Vert(CT) 0.00 5 999 180
BCLL 0.0 Rep Stress Incr YES WB 0,00 Horz(CT) 0.00 4 rod n/a
BCDL 10.0 Curie FBC20171rPI2014 Matrix -MP Wind(-L) 0.00 5 999 240 Weight 5 lb FT = 10%
BRACING- LOAD CASE(S)
TOP CHORD Standard
Structural wood sheathing directly applied or 0-11-11
no puffins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
id, — - -- - "' - - -- - ' -,- -- fTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide. I I 1 11 ''I'll I'll, 1 11 1
REACTIONS. (lb/size)
3 8/Mechanical
2 130/0-8-0 (min. 0-1-8)
4 Illidechanical
Max Harz
2 35(LC 8)
Max Uplift
3 12)
2 71(-C 8)
4 I(-C 1)
Max Grav
3 8(LC 22)
2 130(-C 1)
4 13(L.0 8)
FORCES. (lb)
Max, Comp./Max. Ten. - All forces 250 (Ib) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150rnph (3-second gust)
Vasd=116mphjCDL=5.0psf; BCDL.=5.Opsf; lu=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 1 O.O 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.
D q, , -p""Ohpq i" N toir Vtk,.Ps N% 40"M as. WIR oaf, w* M 10 t""F ."o 'Np'. twaq ZWMw"0W'v Is0" T1 It moI em",
1-Y . W.1, i' 9. pa,a6a4h 0 0* 1— '% N."I o", NO" n,'" a Nms,"'t neK V''r. W it, WN kW. w " W1 lk 9 %, '10 W 9 wh" W"r 'Vq" .416. . k.v "mi k "t t,'M"V'A, 9 Aioosighlo
2016 A f fool imsts Afft6gy L 18010to, PJ in apyiN., is nokNud ilhwk fine# A I hiii Nssn -AAdmf IAomhoffl' PA Ardiony
f, Tar nho111, P.E SO
4,
151 St, Ludee 61od, Fixt
PQrre, R 34946
19
00
6
M
LOADING (psf) SPACING- 2-0-0 CSL DEFL. in pact Wall Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1,25 TC 0.08 Vert(LI-) -0S0 5 >999 360 MT20 244/190
TCDL 10.0 L umber DOL 1.25 BC 0A0 Vert(CT) -0,00 5 >999 240
BCLL 0.0 Rep Stress Incr YES WS 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 Weight: 6 Is
LUMBER -
TOP CHORD 2x4 SP No.2
BOTCHORD 2x4 SP No,2
BRACING- LOAD CASE(S)
TOP CHORD Standard
Structural wood sheathing directly applied or 1-5-15
cc purfins.
BOTCHORD
Rigid coiling directly applied or 10-0-0 oc bracing,
Mitekre-c-o-mm-e,ndst-hatSta-biliz-e-rs-an- d- - ---- -- I
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.,
REACTIONS. (lb/size)
3 4/Mechanical
4 -3/Mechanical
2 177/0-3-0 (min. 0-1-8)
Max Harz
2 32ft-C 8)
Max Uplift
3 -8(LC 9)
4 -8(-C 9)
2 _ .140([-C 8)
Max Grav
3 8(-C 3)
4 11(-C 3)
2 177(-C 1)
FORCES. (1b)
Max, Comp./Max. Ten. -till 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=5.0psf; 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 member's and forces &
MWFRS for reactions shown; Lumber DOL= 1,60
plate grip DOI,=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.
0 *m dolownt m flay form, ispob'$kW *hootht wiffrR pvfflivion hom A I
FT = 10%
An,t,any 1, lombn 11, P.F.
r 80083
4451 St, Ludc. Blvd.
ort Percy, F1 34946
M
LOADING ps0 SPACING- 2-0-0 CSC. D EFL. in tocj Well L/d PLATES GRIP
TOLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 4-5 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1,25 BC 0,11 Vert(CT) 4-5 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0,00 3 n1a We
BCDL 10.0 i Code FBC2017fTP12014 Matrix -MR Wind(LL) 0.00 4-5 999 240 Weight, 11 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOTCHORD 2x4 SP No,2
WEBS 2x4 SP No.3
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 2-11 -11
cc pudins, except end verticals,
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTskie-co-rartand's that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
installation guide.
REACTIONS. (lb/size)
5 19410-3-8 mdn, 0-1-8)
3 69/Mechanical
4 28IMechanical
Max Harz
5 69(LC 12)
Max Uplift
5 72(LC 8)
3 57(LC 12)
Max Grav
5 194(-C 1)
3 69(LC 1)
4 51 (LC 3)
FORCES. (lb)
Max. Comp./Max, Ten, - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-5=-166/258
NOTES.
1) Wind: ASCE 7-10; Vljlt=150mph (3-second gust)
Vaccl= 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 nght exposed ; end vertical left exposed;C-C for
members and forces & MWFRS for reactions
shown; Lumber DOI..= 1 .60 plate grip DOL= 1,60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconeurrent 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
5) Provide mechanical connection (by others) of
truss to hearing plate capable of withstanding 100
In Uplift at joint(s) 5, 3.
MEM
Arth.,,ny'1. Totylbo 111, P1,
T- '1'k4 k*,sq, 'Wqc'."'0*aWN.'R' t4w 30083
At f. lop W to DON" tleme wvNEa'_ "Mr, pm"'W'r MW tKA .' "W-0* W'w q"4., WIR 10 oil 4451 St. tude, Bivd, Fo4
P:erce, FL '34946 Replakfia
af Ill'ifitumni'm stRyxtul, is PTANW .40#1 Ikewiffel pe'6ssitlo hom A-1 R001 Imm Apthopy LToffito 111, Ki,
3-5-15
1-6-o
LOADING (pso SPACING- 2 O CSL DEFL. in loc) I/deft Lid
TCLL 20.0 Plate Grip DOL.5
O
TC 0.14 Vert(LL) 0,01 4-9 999 240
TCDL 10.0 Lumber DOL 1,25 BC 0A4 Vert(CT) -0,01 4-9 999 240
BOLL 0,0 Rep Stress Iner YES WE 0.00 Horz(CT) -0,00 3 n1a nia
BCDL 10.0 Code FBC2017/TP12014 Matrix -MP i
LUMBER -
TOP CHORD 2x4 SIFT lao.2
BOT CHORD 2x4 SP No.2
BRACING- LOAD CASE(S)
TOP CHORD Standard
Structural wood sheathing directly applied or 3-5-15
oc pudins.
BLOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
I Mil ek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation gyide.
REACTIONS. (lb/size)
3 721'lidechanical
4 361islechanical
2 227/0-3-0 (min. 0-1.8)
Max Harz
2 53(-C 8)
Max Uplift
3
4 -30(1-C 9)
2 -163(-C 8)
Max Grav
3 72ft-C I
4 53ft-C 3)
2 227h-C 1)
FORCES. (lb)
Max. Cornp./Max. Ten, - All forces 250 (lb) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10; VulV--150mph (3-second gust)
Vasd=116mpti; TC[)L=5.Opsf; BCDL=5.0psf-, h=15ft;
Cat. It; Exp C; EnO_ GCpi=O, 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
brifforn 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.
PLATES GRIP
MT20 2441190
Weight 12 lb FT = 10%
11
41 An7hony r. iombo m,
4 q r 80083
WN'.111 sIA51 Y, Lucie. Blvd,
FM N,aCe, FL 34946
Of fia imperl, in #u otm, ispashiled wilho"tAt witlen Fewssioa tom A-1 Roof Trusses
El
0
I
LOADING (fast) SPACING- 2-0-0 CSL DEFL. in loc) Well L/d
TOLL 20.0 Plate Grip DOL 125 TC 0,57 Vert(I,L) 002 4-5 999 360 TCDL
10.0 Lumber DOL 1.25 BC 0,36 Vert(CT) 0.05 4-5 999 240 BCLL
0.0 Rep Stress Incr YES WB 0,00 I Horz(CT) 0,02 3 n/a n1a BCDL
10.0 Code FBC2017rrPJ2014 Matrix -MR Wind(LL) 0.04 4-5 999 240 LUMBER -
TOP
CHORD 2x4 SP No,2 BOT
CHORD 2x4 So Ncr.2 WEBS
2x4 SP No.3 BRACING-
TOPCHORD
Structural wood
sheathing directly applied or 4•-11 on pudins,
except end verticals, BOT CHORD
Rigid ceiling
directly applied or 10-0-0 on bracing. Mt tk,-
rp-Gommends --that , S-fatrifiz'sis arid' requiredcrossbracing be
installed during truss erection, in accordance with
Stabilizer Instalialron guide, REACTIONS. (lb/
size) 5
268/0-3-
8 (min. 0-1-8) 3 127/Mechanical 4
55/Mechanical Max
Herz 5 109(
LC 12)
Max Uplift 5 -77(
LC 8)
3 -98(-C 12)
Max Grav 5 268(
LC 1)
3 127(LC 1)
4 89(LC 3)
FORCES. (lb) Max. Comp.
11sax. Ten, -
All forces 250 (lb) or less except when shown. TOPCHORD
2-5= .2281343
NOTES- 1)
Wind: ASCE 7-
10;
Vult• 150rnph (3-second gust) Vasd= I 16mph; `fCDL=5.
0psf; BCDL=5,0psf; h:=25ft; Cat. 11; Exp Q 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 pat bottom chord live load nonconcurrent
with any other live loads. 3) * This truss
has been
designed for a live load of 20.0psf on the bottom
chord in all areas where. a 5) Provide mechanical connection (by
others) of truss to bearing plate capable
of withstanding 100 lb uplift at joint(s)
5, 1 MEN Weight: 17 lb FT =
10%
04 Anthony T, Pyrnh,) M,
P
E z $0083 4451 5L Luc,
ie Blvd
ACT A, Mapl-p' IN!
FoIt P eqce, Ft. 341)46
I" ,, I " , , , " , '' ... " -- - , " ... . ...... 1-0-o 3-0-0 5-8-0
LOADING (psf) I SPACING- 2-0-0 CS1, 1 DEFIL. in too) I/defl Let
TOLL 20.0 1 Plate Grip DOL 1.25 TC 0,43 Vrt(I,L) 0,06 5-6 999 240
TCDL 10.0 Lumber DOL 1.25 BC 0,33 Vert(CT) 0.07 5--6 999 240
BOLL 0.0 Rep Stress Incr NO WB 0,42 Horz(c'n 0.01 11 hat n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT C14ORD 2k4 SP Noo.2
WEBS 2x4 SP Nkr3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
cc purins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 8-5-13 roc bracing.
Mif6k recsorn men'ds- that Sia,trifizers- -and
required cross bracing be in -stalled during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ibeaze)
2 462/0-8-0 (min. 0-1-8)
11 377/0-3-8 (min, 0-1-8)
Max Harz
2 69(LC 8)
Max Uplift
2 -297(-C 4)
11 =-259(LC 4)
Max Gras
2 462d-C 1)
11 377g-C 1)
FORCES. (lb)
Max. Comp./Max.'ren, -- All forces 250 ([a) or less
except when shown,
TOP CHORD
2-3=-750/506, 3-12=-670/484,
12-13=-670/484, 4-13=-6701484
BOT CHORD
2-6=-477/663
WEBS
4.-6=-347/460, 4-11 =-4 261290 4)'
This truss has been designed for a 10,0 fist bottom
chord live load noncroncurrent with any other
live loads. 5) *
This truss has been designed for a live load of
20,0psf 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)
Bearing at joint(s) 11 considers parallel to grain value
using ANSIITPI I angle to grain formula. Building
designer should verify capacity of bearing surface.
7)
Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 to
Uplift at joint(s) except (=lb) 2=297, 11 =2% 8)
Hangerts) or other connection device(s) shall be
provided sufficient to support concentrated load(
s) 93 In down and 119 lb up at 3-0-0, and 39 Is
down and 47 Its up at 5-0-12, and 39 to down and
47 to up at 7-0-12 on top chord, and 52 In down
and 110 In up at 3-0-0, and 21 to down and 45
In up at 5-0-12, and 21 In down and 45 lb up at
7-0-12 on bottom chord. The design/selection of
such connection dersic.e(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=1,25 Uniform
Loads (pit) Vert:
1-3=.60, 3-4=-60, 5,8=-20 Concentrated
Loads (to) Vert-
3=-26(F) 6=41(F) 12=-1 1 (F) 13=- 1 l(F) 14=-
17[F) 15=-171FI PLATES
GRIP M720
244/190 Weight:
39 In PT = 10% NOTES-
1)
Unbalanced roof live loads have been considered for
this design. 2)
Wind- ASCE 7-10; Vuft=1 50mph (-second gust) Vasd=
1 16mph; TCDL--5,0psf; BCDL=5,0psf; h=I 5ft; Cat.
It: Exp C; Encl., GCpi=0.18-1 MWFRS envelope);
cantilever left and right exposed; end vertical
left exposed; porch left exposed; Lumber DOL=
1 Ad plate grip DOL=1 .60 4W'.
hvpEq—o S.o*€c aa, V .0 sa cer4W'V"W' www" 01" posmom TW.W,4a R 1. k'v ."Oph. Ws sftklw 0
So tense.. .46" WVm qs kww. W bwat'w 'Z' OCT
1w, rjW64 inh6lic6on d *
iC domwo in OOV 1wxis pohlited withm Ike *ilie FemiWoft 640 A I Roof beso" hihopyl,104011,PJ. tails Toynbn
111, ,M 4451 St,
hxi, BM 1 Foa PRge, VL 3494
1. 27 28 " 29 30 1131 - 32 33 -
3x6 1.5x4 I 1 300 5xlO MT20H& 1,5x4 11
4x4
LOADING (psf) SPACING- 2-0-0 f CS1, DEFL. in (too) Well L/d
TCLL 20.0 Plate Grip DOL 1,25 ITC 0,93 Vert(LL) O.84 10-12 370 360
TCDL 10.0 Lumber DOL 1.25 BC 081 Vert(CT) 0 89 10-12 350 240
BOLL 0,0 I Rep Stress Incr NO WB 0.56 Horz(CT) 0.11 7 n/a ran
BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No,3
BRACING -
TOP CHORD
Structural wood sheathing directly applied,
BOTCHORD
Rigid ceiling directly applied or 6-3-2 oc bracing.
REACTIONS, (lb/size)
2 1869/0-3-8 (min,0-1-8)
7 1869/0-3-8 (min. 0-1-8)
Max Harz
2 28(LC 23)
Max Uplift
2 1302(-C 4)
7 1302(LC 5)
Max Graw
2 1869(LC 1)
7 1869(1-C 1)
FORCES, (tb)
Max, Cornp./Max, Ten, - All forces 250 put or less
except when shown.
TOP CHORD
2-3=-6459/4470,3-20=-8990/6251,
20-21=-8990/6251, 4-21 =-8990/6251,
4-22=-899016251, 22-23=-8990/0251,
23-24=-8990/6251, 5-24=-899016251,
5-25=-9015/6270, 25-26=-9015/6270,
6-26=-901 5/6270, 6-7=-6455/4468
BOT CHORD
2-13=-4308/6242, 13-27=-4333/6271,
27-28=-433316271, 12-28=-433316271,
12-29=-6212/9015,29-.30=-6212/9015,
11-30=-6212/9015,11-31=-6212/9015,
10-31=-6212/9015, 10-32=-4302/6266,
32-33=-430216266, 9-33=-4302/6266,
7-9=-4277/6237
WEBS
3-13=-244/389,3-12=-1983/2917,
4--12=-529/321, 5-10=-541/325,
6-1 0=-2007/2948, 6- 9=-239/384
Zla
1) 2 -ply truss to be connected together with 10d
0.131'x3") nails as follows:
Top chords connected as follows: 2x4 - I row at
0-9-0 oc.
Bottom chords connected as follows: 2x4 - 1 row
at 0-9-0 oc.
Webs connected as follows: 2x4 - I row at 0-9-0
M
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 met live loads have been
considered for this design.
4) Wind: ASCE 7-10; Vult=150mph (3-second
gust) Vasd= 1 16mph; TCDL =5.Opsf;
BCDL=5,Opsf; h=15ft; Cat. 11; Exp C; EncL,
GCpi=0.18; MWFRS (envelope); cantilever left
and right exposed ; end vertical left exposed;
porch left and right exposed; Lumber DOL= 1 A0
plate grip DOL=1 .60
5) Provide adequate drainage to prevent water
pending,
6) All plates are. MT20 plates unless otherwise
indicated.
7) This miss has been designed for a 10.0 pet
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
to uplift at joint(s) except Ot=lb) 2=1 302, 7= 1302.
I
6
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight, 218 Is FT = 10%
10) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 228 In down and 231 lb up at 5-6-0. 79 In
down and 98 is up at 7-6-12, 79 Its down and 98
is up at 9-6-12, 79 to down and 98 lb up at
11-6-12, 79 lb down and 98 lb up at 13-.0-0, 79 lb
down and 98 to LIP at 14-5-4, 79 to down and 98
in tip at 16-5-4, and 79 is down and 98 lb up at
18-5-4, and 228 to down and 231 to up at 20-6-0
on top chord, and 134 in down and 196 to up at
5-6-0, 58 to down and 82 In up at 7-6-12, 58 to
down and 82 in up at 9-6-12, 58 lb down and 82
in tip at 11 -6-12, 58 In down and 82 in up at
13-0-0, 58 lb down and 82 to up at 14-5-4, 58 lb
down and 82 in Lip at 16-5-4, and 58 lb down and
82 111 tip at 18-5-4, and 134 to down and 196 to
up at 20-5-4 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
mcrease= 115, Plate Inerease=1.25
Uniform Loads (off)
Vert: 1 -3=-60, 3-6=-60, 6-8=-60, 14-17=- 20
Concentrated Loads (lb)
Vert: 3=- 181 (B) 6=- 181 (8) 13=- 1 26(B)
9=-126(B) 20=-79(B) 21=-79(B) 22=-79(8)
23=-79(B) 24---79(B) 25=49(B) 26=-79(B)
27=-53(B) 28=-53(8) 29=-53(B) 30=-53(B)
31=-53(B) 32=-53(B) 33=-53(B)
41 %.,
N WNAu1.'Jf h"f 10-W- 4,".9*,9W.-X'f.*TN WY
Nb'e'.Iptq. Wq'.*M""Nhh Anthmy T. lombo TH, P.E.
tA-,
80083
Nby .. .M pm"WM . niWAM.dpwv4- Ir, I .* "Mm Vlk, I 4451 St, Lude NA, hirt
Vetce, FL 34446 TOAOU1,
h4fl,"'T I'ar0fl,",
11-6-d ' " - '7-6s -6 - - - , ", --e-o - - . . .. .... ---- -- -Ti-0-d 3arl[
i 5x 10MT20HS:-- I
0 Dead
Load Deft - 1/4 in 6
lu
v 0 3X8
l,5x4 l I 5x8 1,5x4 11 3x8 LOADING (
psf) SPACING- 2--0-0 CS1. DEFL. in Ioc) I/defl Lid TCLL
20,0 Plate Grip DIL 1:21 TC 0L78 Ved(LL) 025 9 999 360 TCDL
10.0 Lumber DOt _ 125 BC 0,66 Vert(CT) 0.51 9 617 240 BELL
0.0 Rep Stress Incr YES WB 0,45 Horz(CT) 0.11 6 n/a n/a BCDL
10.0 Code FBC2017frPI2014 Matrix -MS Wind(LL) 0.59 9 532 240 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 34-3 no purlins.
BOT CHORD
Rigid ceiling
directly applied or 2-11-15 as bracing.. iTek recommends
that Stabilizer-, and required cross
bracing be installed during truss erection, in
accordance with Stabilizer 1,tpstallationgpidle-_ —
J REACTIONS, (lb/
size) 2 1100/
0.3-8 (min. 0-1-8) 6 1100/
0-3-8 pnin.0-1-8) Max Herz
2 -34(
LC 9) Max Uplift
2 -730(
LC 8) 6 -730(
LC 9) Max Grav
2 1100(
LC 1) 6 11
00(-C 1) FORCES. {Ike)
Max. Corns /
Max, Ten, -all forces 250 (lb) or less except when
shown. TOP CHORD
2-3=-
3142/4437, 3-4=,-3575/5084, 4.-5=-
3575/5084, 5-6=-3142/4437 BOT CHORD
2-10=-
4207/3015, 9-10=-4242/3030, 8-9=
4250/3030, 6-8=-4216/3015 WEBS 3-
1
0=-457/295, 3-9=-739f782, 4-9=-
346/270, 5-9=-739/782, 5-8=-
457/295 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 %0 psf bottom chord
live lead 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 tali 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 is uplift
at joint(s) except (jt=fb) 2=730, 6=730, OEM NOTES-
1)
Unbalanced
roof live loads have been considered for this
design. 2) Wind:
ASCE 7-10; Vult= 150mph (3-second post) Vasd=1
16mph; 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 kathoqT' love
III, H, hpfowiv &10" dovamt, m Qgy 101m, i, rovVio .4hoo Fe wiftef pefmlk iv# km A-1 Roof Imim hthoq1. In& III, FJ PLATES GRIP
MT20 2441190
M'T20HS
187/143 Weight: 104
to F1'= 10% Anthony r,
lo,,nhollll, I,E. z SOL183
44 51
St - I, ude Blvd. Foil:PtT(
e,ii, 34946
MINE0108M
in 91
I 1 10
3x8 - 3x8 4x4 3x4 3x8
LOADING (psf) SPACING- 2-0-0 Csl. DEFL. in loc) I/deft Idd
TCL.L 200 Plate Grip DOL. 115 TC 0,80 i Vedd-L) 0.66 9-17 476 240
TCDL 10,0 Lumber DOL 1.25 BC 0.82 1 Vert(CT) -0.47 9-17 670 240
BCLL 0.0 Rep Stress Incr YES WB 0,21 Horz(C'F) -0.11 7 n/a n/a
BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS
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 or 3-6 -8,
oc purfins.
BOT CHORD
Rigid selling directly applied or 2-2-0 oc bracing.
MiTek r - ecor ' nmend ' a ' thath ' at - S ' t ' abitizers andnd -
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
2 1100/0-3-8 (min, 0-1-8)
7 1100/0-3-8 (min. 0-1-8)
Max Harz
2 42(1-C 13)
Max Uplift
2 721(LC 8)
7 721 (-C 9)
Max Grav
2 11 OO(LC 1)
7 1100(LC 1)
FORCES. (lb)
Max. Comp./Max, Ten. - All forces 250 flat or less
except when shown.
TOP CHORD
2-3=-3253/4560, 3-4=-2778/4012,
4-5=-2690/3958, 5-6=-277814012,
6-7=,-3253/4559
BOT CHORD
2-11 =-4357/3140, 10-11 =-3780/2689,
9- 10=-378Or2689, 7-9=-4369/3140
WEBS
3-11 =-507/672, 4-11 =-690/414,
5-9=-691/414, 6-9=- 508/672
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=15ft;
Cat, 11; Exp C, East,, GCpi=0.18; MWFRS
envelope) and C-C Exterior(2) zone, cantilever left
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 hot
bottom chord live load nonconcurrent with any
other live loads,
6) * This truss ties been designed for a live load
of 20.Opsf on the bottom chord in all areas where
3 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 hearing plate capable of withstanding 100
to uplift at joint(s) except Ot=1b) 2=721, 7=721 .
lw
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight:1101b F1'=10%
IT
d'
oe *'W 100 'Pnw' v W., 0 A, pan-0 W .'pWtN .or 1os TWw, "kM 4rp z%*", lwq'wt.' e'nthnny T. Tombo 711, P E-
z 80083
2Ll Fort o'e w, FL 3044151St. Lurie M&
6
AROORYTAWrORM, 1 "' ""'
7,8 1 -6-0 -4 -6-1 177tt-4III111_197 152-5-4 2-1-8 2-4-8 1-11-4 ' 2-10-8 1 1-11-4 _2 1-8 2-1-8 1 2-5"4
as
Dead Load Deff. =1/4 in
3x12 1,5*4 11 WO I 5x4 II 3x4 3x4 1.5x4 11 6x8 1,5x4 11 U-12
1 2 3 4 5 6 7 8 9 10
3X8 11 4v12 ': 7x10 MT20HS 4x8 2x4 11 2x4 11 4x8 2x4 11 4x12 - 4x6 11
4-6-12 8-4 8-11-12 1 11-6-0 13--13111 15-6-12 I132-1-8 2.6 A-1 1-9-13 2-2-15
Its Q ty)-- f5fat s 0- eis d 0-3-12,0-3-0], Jj?:d-13-4,0-2-Pj, 11 &01-5170,04-kl], [19:0-,5-4,0-2-0
I/deflLOADINGdisq, SPACING- 2 O O CS! I DEFL.' in (too) Let
TCLL 40.0 Plate Grip DC TI 1 11 Vertd_L) 0.63 15-16 376 360
TCDL 10.0 Lumber DOI. 078 Vert(CT) 0.85 15-16 276 240
BCLL 0.0 Rep Stress Incr YES WB 0,88 Horz(CT) 0.08 11 not not
BCDL 5.0 Code FBC2017ITP12014 Matrix -MS
LUMBER -
TOP CHORD 2X4 SP M 30 *Except*
T2: 2x4 SP No.2
BOT CHORD 2x6 SP 240OF 2,0E
WEBS 2x4 SP No. *Except*
Wll: 2x6 SP No,2, W2. 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0
as purfins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0.0 as bracing,
REACTIONS. (lb/size)
20 5621/0-5-0 (rrifin,0-1-9)
11 4993/0-3-8 (min. 0-1-a)
Max Grav
20 5621 (LC 1)
11 4993(LC 1)
FORCES. flat
Max, Comp./Max, Ten. , All forces 250 (to) or less
except when shown.
TOP CHORD
1-20=-3983/0, 1-2=-96,54/0,
2-3=-9654/0, 3-4=-22148/0,
4-5=-22148/0, 5-6=-25536/0,
6-7= -2203910, 7-8=-22039/0,
8-9=-9577/0, 9-1 0=-9577/0,
10-,11=-3915/0
BOTCHORD
19 -20=0/1 022, 18-19=0118196,
18-2 1 =0/1 8090, 17-21 =0/18090,
17-22=0/25536,16-22=0/25536,
16-23=0/25536,15-23=0/25536,
15-24=0/25536,14-24=0/25536,
14-25=0/18188,13-25=0/18188,
13-26=0/18068,12-26=0/18068,
12-27=0/1080, 11-27=0/1 080
WEBS
1-1 9=0/9378, 3-19=-9336/0,
3-18=0/1587, 3-17=0144 35,
5-1 7=-408710, 5-16=0/1491,
6-15=Oi 1543, 6-14=-4205/0,
8-14=0/4189, 8-13=0/1 798,
8-12=-9327/0,10-12=0/9231
MIMM
1) 3-ply tress to be connected together with the
0. I 31'x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 on, 2x4 - I row at 0-4-0 oc,
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-7-0 oc,
Webs, connected as follows: 2x4 - 1 row at 0-9-0
as.
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 floor live loads have been
considered for this design.
4) All plates are MT20 plates unless otherwise
indicated.
5) Recommend 2x6 strongbacks, on edge,
spaced at 10-0-0 as; and fastened to each truss
with 3-10d (0.131'X3") nails, Strongbacks to be
attached to walls at their outer ends or restrained
by other means,
6) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 848 to down at 0-2-12, 845 lb down at
2- 6-4, 845 lb down at 4-6-4, 845 In down at
6-3-12, 845 lb down at 8-3-12, 845 to down at
10-3-12, 845 fli down at 12-3-12, 845 lb down at
14-3-12, and 845 Its down at 16-3-12, and 845 Ili
down at 18-3-12 on bottom chord. The
design/selection of such connection device(s) is
the responsibility of others.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
lncrease=1.00, Plate lncrease=1,00
Uniform Loads (pit)
Vert: 1-10=100, 11-20=-10
Concentrated Loads ifth
Vert: 20=-848(F) 19=-845(F) 18=-845(F)
21=-845(F) 22=-845(F) 23=-845(F) 24=-845(F)
25=-845(F) 26=-845(F)27,-845(F)
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 326 to FT = 10%
0, r., 4"I'M4 . W MD W, A" V1 I u, 0'r m-o_ W'q 'aasn±- islo#h Anthcny T, Tornro li, PT, 41, w VONR" I 1"rpnfdrm "A Md. 0
4451, St. Lucie Mvd.
Fo,t Roce, FL 34946
fepight C') 2014 AA 16dimsts dsxkumgt.iesnbnIli, P.E. Repb6fTion d stn liomment, ip owy Imm, ispohiNle #istvi io .itien ffmils;*Rrom 'kI loot hosin - h*bfty 1, Tomb Ifl, P L
6x6 :- I j.5x4 11 1 4x8 -
11
18
1 29 3017 16 15 31
4x4 11 5x10 5x 10 MT20HS
2x4 11
LOADING (pso SPACING- 1-0.0
TCLL 20.O Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1,00
BCLL 0XI Rep Stress Incr NO
BCDL 10.0 Code FBC2017ITP12014
LUMBER -
TOP CHORD 2x4 SP M 30 °Except-
T2: 2x4 SP No.2
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.2 *Except*
W1 : 2x6 SP No.2, W3: 2x4 SP No3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 3-5-1
as portins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 no bracing,
REACTIONS. (lb/size)
18 2242/0-7-4 (min. 0-1-8)
10 2243/0-7-4 (min. 0-1-8)
Max Hors
18 -24(LC 4)
Max Grav
18 2434d-C 2)
10 2434(1-C 2)
FORCES. (lb)
Max, Comp,/Max, Ten, - All forces 250 (It) or less
except when shown.
TOP CHORD
1-18=-2039/0,1-19=-627910,
19-20=-6279/0, 2-20=-6279/0,
2-21 =-627910, 3-21 =-6279/0,
3-22=-12771/0, 22-23=-12771/0, 4-23=-12771/0,
4-24=-12771/0, 5-24=-12771/0,
5-25=-12771/0, 25-26=-1277110,6-
26=-12771/0, 6-7=-6193/0,
7-8=-6193/0, 8-27----619310, 27-
28=-.6193/0, 9-28=-619310, 9-
1 0=-2005/0 BOICHORD18-29=Of738,
29-
30=01738, 17-30=01738, 16-
17=0/ 11222, 1 5-16=0/
11222, 15-31 =0/1 1222, 31-32=011 1222, 14-32=0/11222, 14-
33=0/12771, 13-33=0/12771, 13-34=0/1
1244, 34-35=0/1 1244, 12-35=
0111244, 12-36=0/11244, 11-36=0/11244,11-
37=0/732, 37-38=0/732, 10-38=Or732 WEBS 1.-17=
0/5786,2-17=-551/0, Dead Wed
Defl. = 9/16 in I 5x4 11
1
1.501ll I 4x8 - 4x4i - 1,5x4j !I
I 6x6 -' 32 14 33 13
34 35 12 36 11 37 38 is 4x4 4x4 -- 2x4 11 SX10 --- 4x6
11 91-12 17-11-10,11, 21-2-8 3-0-
5- 2-4-14 3-2-114
CSI, DEFL, in (too) Well Let PLATES GRIP TC
0.71 Vert(-L) 0.2213-14 999 360
MT20 244/190 BC 030 Vert(CT) 0.
7913-14 314 240 MT20HS 187/143 WE 0.82 Horz(CT) 0.
06 10 red n/a Matrix -MS Wright: 227 Is FT = 10%
WEBS 1-17=0/5786,2-17=--551/0, 3-17=-
5174/0, 3-15=0/295, 3-
14=
0/1 622, 4-14 =-61 0/0,
5-13=-607/0, 6-13-0/1598,
6-12=0/334, 6-11 =-5288/0, 8-11 =--
564/0, 9- 11 =0/5703 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 - I row at
0-7-0 oc. Bottom chords connected as
follows: 2x6. 2 rows staggered at 0-9-0 oc, Webs connected as follows:
2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally
applied to all plies, except if noted as front (F) or
back (
B) fare in the LOAD CASE(S) section. Ply
to ply connections have been provided to distribute only loads noted
as IF) or (B), unless otherwise indicated, 3) Wind:
ASCE 7-10; Vult=150rnph (3-second
goal) Vasd=1 16mph; TCDL=5.Opsf; BCD1_
1=
5.0pst; h=25ft; Cat, 11; Exp Q Encl.,
GCfa=0. 18; MWFRS (envelope); cantilever left
and right exposed ; arid vertical left and right exposed; Lumber DOL=
1,60 plate grip DOL=l .60
4) provide adequate drainage to prevent water pending.
5) All plates are MT20 plates unless otherwise indicated. 6)
This truss has been designed for a
10,
01 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) Load cases) 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) 11
to down and 29 to up at 2-5-
4, 7 to down and 21
Is up at 3-0-0, 7 to down and 21 lb up at 5-
0-0, 7 lb down and 21 flo up at 7-0-0, 7 to
down and 21 lb up at 9-0-0, 7 to down and 21 to up at 10-
7-4, 7 lb down and 21 is up at 12-2-8, 7 Its
down and 21 to up at 14-2-8, 7 to down and 21 to up at
16-2-8, and 7 lb down and 21 Is up at 18-2-8,
and 11 Is down and 29 to up at 18-9-4 on top chord,
and 10 lb down at 2-5-4, 9 In down at 3-0-0, 9
1b down at 5-0-0, 9 Is down at 7-0-0, 9
In down at 9-0-0, 9 to down at 10-7-4, 9 Ils down at 12-2-
8, 9 to down at 14-2-8, 9 to down at 16-2-8, and
9 to down at 18-2-8, and 10 Is down at 18-9-4 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= 1,00, Plate Increase= 1,00
Uniform
Leads (plf) Vert:
10-
18 :-10 Concentrated Loads (lb) Vert:
7=-2(B) 16=-9(B) 19=-
3(B) 20=-
2(B) 21 =-2(
B) 22=-2(
B) 23=-2(B) 24=-2(B) 25=-2(B) 26=-2(B)
27=-2(B) 28=-3(B) 29=-I0(B) 30=-9(B) 31 =-g(B)
32=-9(B) 33=-9(B) 34= -9(B) 35=-9(B) 36=-9(B)
37=-9(B) 38=- 1 O(B) Trapezoidal Loads (pit) Vert: 1 =- I 65-to-
24=-235, 24=-235-to-9=-1 652) Dead +
0.75 Roof
Live (balanced) + 0.75 Attic Floor: Lumber Increase=1 00, Plate lncrease=1,
00 Uniform Loads (pit) Vert: 10-18=-10 Concentrated Loads (
lb) Vert: 7=-2(B) 16=-
8(B) 19=-
3(B) 20=-
2(6) 21=-2(
B) 22=-2(
B) 23=-2(B) 24=-2(B) 25=,2(B) 26=-2(B)
27=-2(B) 28=-3(B) 29=-8(B) 30=-8(B) 31 =-8(B)
32=-8(B) 33=-8(B) 34=-8(B) 35= -8(B) lr= 0 0 ')
a= k0 ) 7= -0 k I -a (0 ) Trapezoidal Loads (plf) Vert- 1=-189--to-
24=-250 24=-250-to-9=-189 80083 ft. IN I'
d t. rld-,
w r4q• $ ft 444,14 4.f" 1$1 NW,91f
pm,"
W'. MW Wswa Z-1, g-t t., 4451 at:. Lucie, MA, FodMoce, FL 3Aq46 hthpy Llombo III, P-L
LOAD CASE(S)
Standard
Concentrated Loads (lb)
Vert: 7=-2(B)16 w3(B)19=-3(B) 20=-2(B)
21=-2(B) 22=-2(B) 23=-2(B) 24=-2(B) 2 =-2( )
26=-2(B) 27=-2(B) 28=-3(B) 29=_3(B) 30.=-3(B)
31=-3(B) 32=.-3(B) 33=_3(B) 34=-3(2l) 35.-_3(B)
36=-3(B)37=-3(B)38=..3(B)
Trapezoidal Loads (pit)
Vert: 1=-180-to-24=-215, 24=-215-to- =-180
15) Dead + 0.75 Roof Live (bat.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber
Increase=1.60, Mate Increase =1.60
Uniform Loads (pff)
Vert. '10-18=-10
Horr_: 1-18=15, 9-10=4
Concentrated Loads (lb)
Vert: 7=16(B) 19=21(B) 20=16(B) 21-16(B)
22=16(B)23=16(B)24=16(B)25=16(B)
6=16(B)27=16(B)28=2.1(B)
trapezoidal Loads (pit)
Vert: 1=-132-to-24=-2 0, 24=-2 0-to-9=-132
16) Dead + 0,75 Roof Live (bat.) + 035 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber
Increase=1,60, Plate Increase=1.60
Uniform Loads (off)
Vert: 10-18=-10
Horn: 1-18=-d, 9-10=-15
Concentrated Loads (lb)
Vert: 7=16(6) 19=21(B) 20=16(B) 21=16(B)
22=16(B)23=16(B) 4-16(B) 25=16(B)
26=16(B) 27=16(B) 28=21(B)
Trapezoidal Loads (plf)
Vert: 1=-129-to-24==-197, 24=-197-to- =-129
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 (pit)
Vert:: 10-18=-10
Harz: 1-18=1 , 9-10=2
Concentrated Loads (lb)
Vert.: 7=16(B) 19=21(B) 20=16(B) 21=16(B)
22=16(B)23=16(B)24=16(B)2 =16(B)
6=16(B) 27-16(B) 28=21(B)
Trapezoidal Loads (plf)
Vert: 1=-131-to-24=.-214„ 24=-214-to-9=-131
18) Dead + 0.75 Roof Live (bat,) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel):
Lumber Increase=1.60, Plate Increase=1,60
Uniform Loads (ptf)
Vert: 10-18=-10
Harz: 1-18 -2, 9-10=-12
Concentrated Loads (lb)
Vert: 7=16(B) 19=21(B) 20 =16(B) 21. 16(B)
22=16(B) 23=16(B) 24=16(B) 25=16(B)
26= 1 6(B) 27= 1 6(B) 28=21 (B)
Trapezoidal Loads (plf)
Vert: 1=-19-to-24=-197, 24=-197-to-9=-129
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AteaapF.} ahwf€t.Ft.Fvpadaanaa4PEeada€tsarV.nap#cm,asF F; e mttFca¢kewa7enreaatxsomnisanAiFso#taaxses hahvi.YaC €hFE.
0-1-8
2-6-0 _1-5-8 , 1-3-0
Dead Load Dell. = 3/16 in
300 3x4 3x6 FP-- 3x4 4X8
u 'A A I A 7 A .4 10 11
19226
21F
3x6 ---- 3x10 — 3x4 ,, 3x4 — 3x12 MT20HS Flu- 4X8 --, 3x6 - ,
EM
LOADING lost) SPACING- i 2 0 CSL DEFL. in One) Wait Ltd PLATES GRIP
TOLL 40.0 I Plate Grip DC 'L 30 TC 0.58 Vert(LL.) 0.45 16-17 559 360 MT20 244/190
TCDL 10.0 Lumber DOL 1,00 PC 0.91 Vert(CT) 0.63 16-17 397 240 MT20FIS 187/143
BCL,L 0.0 Rep Stress Incr YES WB 0,82 Horz(CT) I 0.10 12 n/a n/a IBCDL5.0 Code FBC20171TP12014 I Matnx-s Weight: 104lb FT=10%F,10%E
LUMBER -
TOP CHORD 2x4 SP M 30(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING-
TOPCHORD Structural
wood sheathing directly applied or 6-0-0 do
purfins, except end verticals. HOT
CHORD Rigid
ceiling directly applied or 10-0-0 do bracing REACTIONS, (
lb/size) 12
1146/0-7-4 (min, 0-1-8) 18
114610-7-4 (min. 0-1-8) Max
Greet 12
1146(LC 1) 18
1146(-C 1) FORCES, (
tb) Max.
Comp./Max. Ten, - All forces 250 (to) or less except
when shown. TOP
CHORD 2-
3=-3716/0, 3-4=-3716/0, 4-
5=-490810, 5-6=-4908/0, 6-
7=-4908/0, 7-8=-4908/0, 8-
9=-3712/0, 9-10=-3712/0 BOT
CHORD 17-
18=012167,16-17=0/4623, 15-
16=0/4908,14-15=0/4616, 13-
14=0/4616,12.-13=0/2159 WEBS
10-
12=-238710, 2-18=-2396/0, 10-
13=0/1717,2-17=0/1712, 9-
13=-261/0,8-13=-1000/0, 4-
17=-1 003/0, 8-15=-951729, 4-
16=-1511714, 7-15=-369/25 NOTES-
1)
Unbalanced floor live loads have been considered
for this design. 2)
All plates are MI"20 plates unless otherwise indicated.
3)
All plates are 1 .5x4 MT20 unless otherwise indicated.
4)
Recommend 2x6 strongbacks, on edge, spaces at
10-0.0 oc and fastened to each truss with 3-10d 0A31'
X 3") nails. Strongbacks to be attached to walls
at their outer ends or restrained by other me>
nns r,
k4w I1,0zF it9m ... .e00', dW.a"1*4 . *1 To W? s,,kflkl
Ai a, h,,) n y T, I o,,u tm H', , P E t.k.1rli-sIk) '.qp9WRW'0.4.10 S fft# T." xtaq Wwq, 'ww, WN..,Ae qN "'"ntm 9 80083 4451, R,
Lucie Blvd. Fort MeTce,
A, 34946 hilroyl, 1046
111, P.E. leph(eim-f 4ks5 leaent"a 44y fare, k pah1ild .ohoat the affelpeloisio hom kCROOSr wl
a :l 4 5
i
10 9 ti 7
1C1'0
A-10wtj
LOADING (pst aPACINC_..__ .. 2-0-0 .. C I. DEIFL. in (loc) Well ... Lfd PLATES GRIP
TOLL 40.0 Plate Grip DOL 1.00 TC O.08 Vert(LL) run - nta 999 MT20 244t1410
I'CDL 10.0 Lumber DOL 1,00 BC 0,02 Vert(CT) nta nla 999
BUL 0.0 Rep Stress lncr YES WB 0.03 Horz(CT) 0,00 6 n!a nla
BCDL 5.0 Code FBC2017ITP12014 1 Matrix-R Weight: 22 Ib FT w 10%F", e0%E
LUMBER -
TOP CHORD 2x4 SP No.2(11at)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3dlat)
BRACING+-
TOP CHORD
Structural woad sheathing directly applied or _10-0
on puriins„ except end verticals,
BOT CHORD
Rigid ceiling directly applied or 10-0-d oc bracing.
REACTIONS, All bearings 4-10-0.
lb) - Max Grav
All reactions 250 lb or less at
joint(s) 10, 6, 9, 8, 7
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.
Gable requires continuous bottom chord beating.
3) Truss to be fully sheathed from one face or
securely braced against lateral movement (re,
diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) Recommend 2x6 strongbacks, on edge, spaced
at 10-0-0 as and fastened to each truss with 3-10d
0.131" X X) nails. Strongbacks to be attached to
walls at their outer ends or restrained by other
paeans,
aa,;9`aeze.xanxraaramstlt+aJi"f3t0S'4?"'i„6,.e9,,aid.S,,.M(;,.45#.7„k,#u't`ttaa:rdite`S"V:i1'h,m c r$s pa'asaae read sa r, t dtF¢ar,s.ya&rt+ma;SG'ti:aesrc+rb.H.i#e&asa..e ,ast4simesse sKsase xa+mAaaR.e;°sZ axds
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xtr tt t€e.'f ra du s¢x S,w4 1 e.«^tC4t sse+an'a ttSw:e3 encrftsrx '^ate r#r4rt s" . i+} >.Y i, iVdt'i',.. 1iz., ft. t':. vas gm aq s'"3;, Eds mm Ed e!arz e¢wlwrd+u; ea1'rt 9 sdpssl a'ueiw aa€dcr 4eM xeara is E,+dHag Iarea *r,arcaa:Ad. ptbrElx ^ts ratsartl*sa RC3t7:dirRd! gkexg a3 sasas¢r b3arr r r uw ,.. a mx p+w esdad Psem ^kr.S;xsa auasaxx?fa+us•(na a fi aaxm a amr F&;a aese ww4 xpsntttmmne to;;aa a.xnman,l r„mt& f!x,=„„rxw ac.. at.amSram ian k.na,rxwsn
sue,e:+3rwee e€nrsa aa..« ssr, ur,an « sacr;a.ette+w 6 < *t+xS 5 t t € Alwtt_ rrnd«gaa § Se e u .#strn.flaads p g x, Sa(r t3 ran a:+gvxp A srtet ,@erw; sn c, dzamae,a "A': £t k, ra,¢.} rC, s`r'A4ZEfa„h*tt Tt iARl$sat5smvr, kethunrt.€cr+@raH,P§, rip€t a.tEvn`tktsdcrvdfver3 et ylr r.zrarz5rpx 4ar'meaareurst'reatcimasssmmleaaa4d arrllr*art &nd aagY.gaaaa uptl,p:E,
2-6-0 1- -12 1-9-8 1-3-0 1-9-4 dl 1-3-0 1OT4 O1W
Dead Load Deft. = 3116 in
3X8 -- 3x4 , 4x4 3x4 -- 34 FP 4X8 -
5X6
3x3 11 3x3 3x6 -
919
25 24 23 22 21 20 19 18 17 16 15
3x6 3x8 3x12 MT20HS FP4x8 3x8 3x3 4X6
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 1 Code FBC2017fTP[2014 LUMBER -
TOP
CHORD 2x4 SP M 30(flat) *Except' T3:
2x4 SP No.2(flat) E30TCHORD
2x4 SP M 30(flat) *Except* B2:
2x4 SP 240OF 2.0E(fIat) WEBS
2x4 SP No.3(fiat) GRACING -
TOP
CHORD Structural
wood sheathing directly applied or, 2-2-0 no
purlins, except end verticals. BOT
CHORD Rigid
ceiling directly applied or 2-2-0 on bracing. REACTIONS, (
lb/size) 14
33/0-3-8 (min. 0-1-8) 25
1079/0-7-4 (min.0-1-a) 18
1663/0-3-8 (min, 0-1-8) Max
Uplift 14 -
149(LC 3) Max
Grav 14
193(LC 4) 25
1083(LC 10) 18
1663g-C 1) FORCES, (
lb) Max,
Comp./Max, Ten - All forces 250 (to) or less except
when shown, TOP
CHORD 2-
3=-3446/0, 3-4=-3446/0, 4-
5=-4462/0, 5-6=-4462/0, 6-
7=-4053/0, 7-8=-3001 At, 8-
9=-300 1 A9-1 0=-300 1 A10-
11 =0/867, 11-12=01864, 12-
13r- 118/327, 13-14 =- 121/321 POT
CHORD 24-
25=0/2030, 23-24=0/4226, 22-
23=014226, 21-22=0/4053, 20-
21=0/4053,19-20=0/4053, 18-.
19=0/1458,17-18=-327/118, 16-
17=,-327/118 WEBS
2-
25=--2245/0„ 10-18=-,2460/0, 2-
24=0/1566, 10-19=011722, 4-24=-862/0,7-
19=-1380/0, 4-22=01403, 5-22=-
395/0, 7-20=0/322, 14-,16=-434/156,13-
16=-88/262, 6-21=-40710, 6-22=-
133/851, 12-18=-850/0 In
CSI, DEFL. in (too)
I/
deft Ltd PLATES GRIP TC 0.84 Vert(LL)
0A4 21-22 557 360 Df-r20 244/190 BC 0.98 Vert(CI-)
0.61 21-22 406 240 MT2011S 187/143 WB 0,82 Horz(CT)
0,07 18 red n/a Matrix-S Woight:129lb F'
T=10%F,10%E 2) All plates are MT20
plates unless otherwise indicated, 3) All plates are
1.
5x4 MT20 unless otherwise indicated. 4) Provide mechanical connection (
by
others) of truss to bearing plate capabie
of withstanding 149 lb uplift at joint 14,
5) Recommend 2x6 strongbacks, on
edge, spaced at 10-0-0
as and fastened to each truss with 3-10d (0A31" X
3') nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means, 6) Gap
between inside of
top chord bearing and first diagonal or vertical web
shall not exceed 0.500in. 7) CAUTION, Do
not erect
truss backwards. MIEN AnJlonv T.'rofnbo ffi,
D.
t_ hi 7 8A0083 4451 StLxk, Blvd, Fo
t P etce, H :
W416 Aft*coy T, Tome, [it,
P.L hpreod;oo DfAn kustpl. maly fum, i, A I Roof hcw& , A06DAYT, 100,hoffl, F1
0-1-8 1
lip 11
Dead Load Defi, 1/8in U6,
Uat 4x4 - 3x4 - 3x6 FP " 4x8 , 3x3 11 3x6 , 256
9 22
21 20 19 18 17 16 15 14 3x6,--
3x8 3x8 MT20H8 FP,, 4x8 3XIO 3:01, 4x6 ---
LOADING(
psf) SPACING- 2-0 0 CSL DEFL. in (too) Well L/d PLATES GRIP TCLL
4110 Plate Grip DOL L00 TC 0.97 Vert(LL) -0.40 18-19 >618 360 M'T20244/190 TCDL
10.0 Lumber DOL 1.00 BC 1.00 I Vert(CT) -0.55 18-19 >450 240 MT20HS 187/143 BCLL
0.0 Rep Stress Iner YES WB 0,92 Horz(CT) 0.05 15 n/a old B
CDL5.0 Code F BC2017fTP12014Matrix- S Weight: 1 3 01b FT 10 %F, I O%E LUMBER-
TOP
CHORD 2x4 SP M 30(flat) *Except* T2:
2x4 SP No,2(flat) 4) Provide mechanical connection (by others) of BOTCHORD
2x4 SP 240OF 2,0Edlap 'Except* truss to bearing plate capable of withstanding 551 B
I: 2x4 SP M 30(flat) lb uplift at joint 14. WEBS
2x4 SP No.3diat) 5) Recommend 2x6 strongbacks, on edge, BRACING-
spaced at 10-0-0 oc, and fastened to each truss TOPCHORD
with 3-10d (OA31- X 3") nails, StrongbaGkstobe attached to
walls at their outer ends or restrained Structural woodsheathingdirectlyappliedor2.2-0 oc purtins,
except end vorticals, by other means, BOTCHORD 6)
CAUTION, Do not erect truss backwards, Rigid ceiling
directly applied or 2-2-0 oc bracing. REACTIONS. (lb/
size) LOAD CASE(S) 22 982/
0-7-4 (min. 0-1-8) Standard 14 .,370/
0-3-8 (nrin. 0-1-8) 15 2179/
0-3-8 (min, 0-1-8) Max Uplift
14 (LC
3) Max Grav
22 984(
LC 3) 14 81 (
LC 4) is 2179(
LC 1) FORCES. (lb)
Max, Cards /
Max, Ten.. All forces 250 (to) or less except when
shown. TOP CHORD
2-3=-
3027/0, 3-4=-3027/0, 4-5=-
3635/0, 5-6=-3635/0, 6-7=-
304510, 7-8=-1734/0, 8-9=-
1734/0, 9-10=-1734/0, 10-11=
0/2450,11-12=0/2448 BOTCHORD 21-
22=
0/1820, 20-21=0/3598, 19-20=
0/3598,18-19=0/3045, 17-18=
0/3045,16-17=0/3045, 14-15=-
1277/0 WEBS 2-
22=-
2013/0,10-15=-2662/0, 2-21 =
0/ 1335, 10.-16=0/1 939, 4-21 =-
631/0, 7-16=-1561 /0, 5-19=427/
0, 7-17=01366, 12-14=011407,
12-15=-1583/0, 6-19=0/
1022,6-18=-471/0 NOTES- 1) Unbalanced
floor
live loads have been nonstiries.red for
thisdesion 41 N, kvr
wq' wm' ""'gq AnthonyTombo ill, "S, ONT 4451 St, I
ude Blvd. 6—u W.W t" .WW s; i-oit P'
eice, Fl 34946 hpohlial of akn
im"Mol, in uyfwm' is wiffeg pem"'Wo hm 94 RaM Isom
0-1-8
2-3-12
Dead West Deft. = 3/16 in
3A 3x3 3x3 11 4X8,- 3x4, 3x6 FP:-,- 3x4 3x6
23 22 21 20 19 18 17 16 15 14
3x4 3x8 3x6 FP--: 3x4 3X8 3X6
4x8 z
9
LOADING (psq SPACING- 2-0-0 CSL DEFTin (Ioc) bdefl L/d PLATES GRIP
TOLL 40,0 Plate Grip DOL 1.00 TC 0,65 Vertj(CL) 443 15-16 >546 360 MT20 244/190
TCDL 10,0 Lumber DOL. 1,00 BC 0,97 Vert(CT) 461 15-16 >384 240
BCLL 0,0 Rep Stress lncr YES WB 0A2 Horz(C'T) 0.07 14 min n/a
BCDL 50 Code FBC2017rrPI2014 Matrix-S Weight:1291b FT=10%F,10%E
LUMBER -
TOP CHORD 2x4 SP M 30(flat) 3) Provide mechanical connection (by others) ofBOTCHORD2x4Soblo.2(fla) *Except* truss to bearing plate capable of withstanding 125BZ2x4SPM30(flat) in uplift at joint 23. WEBS 2x4 SP No3(lat) 4) Recommend 2x6 strongbacks, on edge, BRACING- spaced at 10-0-0 oc and fastened to each trussTOPCHORDwith3-10d (0,131"X 3")nails. Strongbacks to beStructuralwoodsheathingdirectlyappliedor6-0-0 attached to walls at their outer ends or restrainedocpurfins, except end verticals, by other means. BOTCHORD 5) CAUTION, Do not crest truss backwards.
Rigid ceiling directly applied or 2-2-0 as bracing.
REACTIONS, (lb/size) LOAD CASE(S) 20 1635/0-3-8 (ruin, 0-1-8) Standard23135/0-7-4 (min. 0-1-8)
14 1022/0-3-8 (min. 0-1-8)
Max Uplift
23 - 125(-C 4)
Max Grav
20 1637(-C 8)
23 299(-C 3)
14 1025(-C 7)
FORCES. (lb)
Max, Comp./Max. Ten, - All forces 250 (lb) or less
except when shown.
TOPCHORD 2-
3=-318/485, 3-4=0/1 021, 4-5=0/1023, 5-
6=-2734/0, 6-7=-2734/0, 7-
8=-3848/0, 8-9=-3848/0, 9-
10=-384810, 10-11=-320010, 11 - 1 2=-3260/
0 BOTCHORD22-23=-485/
318,
21-22=-485/318, 20-21=-485/318,
19-20=011210, 18-19=0/1210,
17-,18=0/3848, 16-17=0/3848,
15-16=0/3908, 14-15=011968 WEBS
2-23=-350/
534,
3-20=-91910, 12-14=-2160/0,
5-20=-2263/0, 42-1 5=0/
1 428, 5-18=0/1 717, 6-18=-273/46,
10-15=-716/0, 7-18 =- 1330/0,
10-16=-358/425 NOTES- 1) Unbalanced floor
live
loads have been considnrc,A for IN-
deviinn Tklir';s ... 0- f"
mft"s-#WWs Andiony T. Tckmbn 111, P,F. 80083 4o4a5oSts,:uvsic 3Blv4FP,_
K
4*
6
tapntiisl
112016AI; kod
boss - ksibuy 1, leah III, PA, 1frohmel dMl koment, iadoy fism, is phibited wtths4a fhc wr#ea rei6ssi" bom AReof Irmo Apshnyf, loolh Ill, PJ-
1-3-0
8CLL 00 Rep Stress leer NO
LUMBER -
TOP CHORD 2x4 SP M 30(ffat)
BLOT CHORD 2x4 SP M 30(flot)
WEBS 2x4 SP No,3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
as purlins, except end verticals.
BUT CHORD
Rigid ceiling directly applied or 6_0-0 or; bracing.
REACTIONS. (lb/size)
12 889/0- -14 (min, 0-1-8)
7 877/0-3-8 (min.0-1-8)
Max Uplift
12 - -3(LC 10)
7 --126(LC 9)
Max Orav
12 889(LC 1)
7 - 881(LC 4)
FORCES. (lb)
Max. Crimp./Max. Ten. • All farces 250 (lb) or less
except when shown,
TOPCHORD 2-
13=-187915, 13-14=-1879/55, 3 -
14=-1 879/55, 3.15=-2434165, 15-
16=-2434/65, 4-16=-2434/65, 4-
17=-1793/117, 5-17=-179/117 BOO
CHORD 11-
12=-E5/1255, 10-11=-65/2434, 9-
10=-65/ 434, 8-9=-6512434, 7-
8=-182/1149 WEBS
2-
12=-1540/80, 2.11=-42/797„ 3-
11=-709/134, 5-7-----1410/223, 8-
O/792, 4-8=-812/31 NOTES-
1)
Unbalanced floor live toads have been considered
for this design, 2)
Provide mechanical connection (by others) of truss
to beating plate capable of withstanding 3 is uplift
at joint 12 and 126 lb uplift at joint 7. 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 enter ends or restrained by other I
11-2-4, , t 6
am
DEFL.
in fee) Udell L/d PLATES GRIP V€;
rt{LL) 0,07 10 999 360 MT20 244/190 Vert(
CT) 0.09 10 999 240 Fiorz(
CT) O.02 7 n/o not Weight:
53 lb FT = 10%F, 10%E 4)
Hanger(s) or rather connection device(s) shelf be
provided sufficient to support concentrated load(
s) 182 lb down and 240 in up at 2-5-4, 127 tb
down and 240 lb up at 4-5-4, and 182 lb dawn and
240 Ib up at Oi.,5.4, and 182 lb clown and 236 lb
up at 8-5-4 on tap chord. The design/selection of
such connection device(s) is the responsibility of
others. LOAD
CASE(S) Standard
1)
Dead + Floor Live (balanced): Lumber Increase=
1,00, Plate Increases=1.00 Uniform
Loads paf) Vert::
7-1 =-10, 1-6=-100 Concentrated
Loads (Ib) Vert;
3=-114 1 =_114 1 =-102 15=-102 16=-
114 17=-102 18=-107 mcwr
tlteue ttxgMe raiarFpsaa t tara.,t"iak1Q#'"z r:N-RRii'ckNiBixaTiM,Mt5c1 , +usYit`, htKfd#,k?Elt'tarm Yasdy dss'yxpwwnfnxexf r«ed asfs. wr issiere .4r g;pswvnq,({'enn meAefbsaf1. Frs e,€€ &aMs.ms Sksaea-e u,e. Nak¢sr Mkrw's ;IrelaB ettfka )iiE '€ P
a
kviex.ae+rvppr-w': AVUP'XR..rad d.A alias ass:pa4!n+ar;+'s {s€. .'me>,:seal»map'Rli=egi+wseMz [i{4 ;edMeal Yz'aasi m'ta'm'q+spmr'i&#'4t'"tce dr..^N sm?'ela;. p?i<t"f m&We 1Fk'va#•arYnP+t "pea*+,;s nsa, p!:sc tas#:re, .rot?zas t+^tat s°PAavhh.,R}''i.'Ct7t9tboM.i'M,'— aairaea4smut +firaaapwieiep'niaxoedpaa=awia'vat l^a; sar, laa €I.cwr'€a:.:,•aeeagrmwi 6u+lisy@csgsshe aaranplije l4ts,tq:9aV Ne tarakw€.n.sts nertiMt 'ter .asz of ka:G6sMe k,Nixedfae "a; ucP a g.., rsa-oae wsh7 cn aoel aep. a@.aaae.e;pew„xsly ai +,. 80083 k6*;
dms7e,;as, W 6x "?At Pa'tgsx-a+`a WIMand hapv2sees.MAkat4al-aikk ksiCtmat&a$<>asm igk"fk?wakN aG4 i` w,i4sy Mm'adwA.",9ta3at9*$—'p t4 lriar'art:.`@?te$e',:P.'w 3,t+,.om*tN,,.4' 1,Dl> p za aref Srtt Prx:xatae:Y'.es aka,. 445teft.t riAtiNd' air.=.'sisflat 6;s sxPafcpsaaBasammxnrvyhs pat* s rvzrza #"ae;dv., 5t,ae mg seer;m 6tfdm% km Yrc, nrr. e'1 ss 4ts'zr;grc aa Ei?> R, bw'msma'r:s aa. ,caPaedwlF6E, s d
FatF d re.t, 6L 1,114% K51t2Ci
Jt'kSti ftRt ttktStSmP .W`t t®iRta42 rat.. .t. hPWF'PaM.at 61tKORIM,socoy Imm„° is pAllse w"tkno In.'xtopmF ai4F hom Q-f R&@rtFmss At stlm}'t.1R'Rttdtr i'r r-t„
WRCL(,', 1BE9 FLOIGE Floor Supported Ga
I
ble 1 -
Rce"Op
Are
11
1308
11111-1-11--1-1111 --1 I, ------- _ 12 J . . ...... --Jqae !Refeo' ji—ona!),
At of Trusses. Fort Pierce, H- 34946, design@altruss.com kun:6.i2lJs Nov 12 2017 Print: 8,120 s Nov 12 2017 Milek Industries, Inc. Tula May 2215:34:052018 Pagel
ID:hA3xRN7kH8GY—sasevney2zOBnp-ZiBgObNz5O2PM209EwSqVTGvtOymGKPUgAVK3yzDwBG
0110
Us
9 A 4 5 6 7 8 9 10 11 12 13
18 17 16 15 142625242322212019
U3
LOADING (psfl SPACING- 2-0-0
TCLL 400 Plate Grip DOL 100
TCDL 10.0 Lumber DOL 1,00
13CL-L 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP Nc,2(fiat)
BOT CHORD 2x4 SP No,2(flat)
WEBS 2x4 SP No,3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 10-0-0
cc purfins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 cc bracing.
REACTIONS. All bearings 16-1 -0,
1b) - Max Grav
All reactions 250 IN or less at
joint(s) 26, 14, 25, 24, 23, 22, 21,
20,19,18,17,16,15
FORCES. (lb)
Max. Cornp./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 h.e
diagonal web),
4) Gable studs spaced at 1-4-0 oc.
5) Recommend 2x6 strongbacks, on edge, spaced
at 10-0-0 or; 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
CS1. DEFL, in (lac) I/defl LIN PLATES GRIP
TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190
BC 0,01 Vert(CT) n/a - fee 999
WB 0.03 Horz(CT) -0,00 14 n1a n/a
Matrix-S Weight: 72 lb FT = 10%F, 10%E
Wk 1 VI W, Vc'V""Dc K'N:'U'Nr *e. ` "M,f 111*1.1f)W#01 v Ml I,*,— i*N*NrX WE
And',ony 1. lambo 111, P,E,
ml,kqN,P.W.ro" 'aow 'em wr W 0, w r'-%" li#wpvo.KS p*v'w . Mw tia 's 4-4 *S ulP'3 IM t '41-141 ',W" "I" Ivi ift, d ' Tl.'N;'— 4- N." E"— 0., M.4w- mnsad4451 St. Lude 01A
A"A6
0-1-8
1-6-0 2-1-0 1-6-0- 0-"1j-8
Dead Lcod Dart. -- I /I 4n
111
3x6 3x3 30 3x6
2 A 1 fi 7
ca
9
3x4 3x6 - 3x6' : 3x6 -
LOADING (pso SPACING- 2-0-0 CSL DEFL. in (loc) I/def) Lid PLATES GRIP11TCLL40.O Plate Grip DOL 1,00TC 0-58 Vert(LL) -0,1810-11 >999 360 MT20 244/190 TCDL
10,0 Lumber DOL 1.00 BC 1.00 Vert(CT) -0.25 10-11 >770 240 13CLL
0,0 Rep Stress Incr YES VVB 0.50 Fiorz(CT) 0.05 9 n/a n/a BCDL
5.0 Code FBC2017/TP12014 Matrix-S Weight: 81 In 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 6-0-0 oc
purfins, except end verticals. BOTCHORD
Rigid
ceiling directly applied or 2-2-0 oc bracing, REACTIONS, (
lb/size) 9
861/0-3--8 (min. 0-1-8) 14
86710-7-4 (min. 0-1-8) Max
Grav 9
861 (-C 1) 14
867(LC 1) FORCES. (
1b) Max,
Comp,/Max. Ten, - All forces 250 (lb) or less except
when shown. TOP
CHORD 2-
3=-2519/0, 3-4=-2519/0, 4-
5=-2791/0, 5-6=-.253610, 6-
7=-2536/0 BOT
CHORD 13-
14=0/1578,12-13=012791, 11-
12=012791, 10-11=0/2791, 9-10=011607
WEBS 7-9=-
1763/
0,2-14=-1744/0, 7-10=0/
1027,2-13=0/1041„ 5-10=-589/
31, 4-13=-603116 NOTES- 1) Unbalanced
floor
live loads have been considered for this
design, 2) All plates
are 1,5x4 MT20 unless otherwise indicated. 3) Recommend
2x6
strongbacks, on edge, spaced at 10-0-
0 as and fastened to each truss with 3-1 Od 0,131"X
3") nails, Strongbacksto be attached to walls at their
enter ends or restrained by other means. 4) CAUTION,
Do
not erect truss backwards, LOAD CASE(S)
Stswinrd An'dlu)
ny
T, Tomb,) U1, RIF- 4-wr"com, ww kw. 0 v "hm '46* wd'.4 "Ww" Aft. W koni'.ft, "pw'k'h 0 k'"4 a"W t'urvw' A! 4451 St. Locip.
Blvd, htWy[TwPN)1LKL
hpoiudiop of M8 komm, in ofty tuffl, k prohibiud whool N .6nen FWi emio" bm A IhA Imim A4*0nyl, 640111, Y.C.Fod 'Yo,ce, F1
34946
A0013083
WRCLGIBE9 FL09 Haar is I
ce (optional) IJab
kfk6effrusses, Fort Pierce, fC kun, 8,120 s Nov 12 2017 Print: 8.120 s Nov 122017 Wee Indus Xthes, Inc, Tue May 22 1534:06 2018 Pu a 1 FID.hA3xRN17kF18GY sOsevncy2zOBnp-2uk2DxObshAGzCzLoec32hpyBp2S?gddvqFtbPzD 0-
1-8 21,
16.10 —1 2-2-0 1-3-0 3x6
2
1,
5x4 11 3x3 = 3x3 1,5x4 11 3
4 5 6 NOXVIX5110M
3x6
1,5x4 11 7
8 9
3x4
3x6 1,5x4 [I 1,5x4 11 3x6-_- 3x4 = 0
Plate
Offsets (X,Y)--_ [I:Edge,0-0-.12 JIO:-2-0,Edgej,j13:0-2-8,EdgeJ, -12 LOADING(
pso SPACING- 2-00 CsI' DEFL. in (loc) Wall L./d PLATES GRIP TCLL
40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) -0.18 12-13 >999 360 mT20 244/190 TCDL
10,0 Lumber DOL 1.00 BC 1.00 Vert(CT) -0.24 12-13 >763 240 BC1.
L 0.0 Rep Stress Incr YES I WEI 0.48 Hor7(CT) 0.05 9 n/a n/a PC
DL 5.0 Code F BC2017[TP12014 Matrix- S Weight: 7 91 b F - 1 = 10 %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) BRACING-
TOP
CHORD Structural
wood sheathing directly applied or 6-0-0 oc
purfins, except end verticals, BOTCHORD
Rigid
ceiling directly applied or 1-4-12 No bracing, REACTIONS, (
lb/size) 9
855/Mechanical 14
85510-7-4 (min. 0-1-8) Max
Grav 9
855(-C 1) 14
855(-C 1) FORCES. (
lb) Max,
Comp./Max. Ten. -dell forces 250 (ib) or less except
when shown, TOP
CHORD 2-
3=-246810, 3-4=-246810, 4-
5=-2707/0, 5-6=-2463/0, 6-,
7=-2463/0 BOT
CHORD 13-
14=0/1 551, 12-13=0/2707, 11-
12=0/2707, 10-11=0/2707, q-
10=0/1552 WEBS
7-
9=-1716/0, 2-14=- 1715/0, 7-
10=0/1007, 2-13=0/1014, 5-.
10=-595/28,4-13----570/31 NOTES-
1)
Unbalanced floor live loads have been considered
for this design. 2)
Refer to girder(s) for truss to truss connections, 3)
Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 No 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
Zt
1-
14 W
0 Ns W W 14.j a"I"."'N 9W Owl Anthony TYolnlbo
Ifl, PX, tits 4451 SLucie
Blvd,
Foe 'Noak" FL 3046
tirygqc", 10HA theffioits hlkm
UtmbflO H, ef-mbi"Im "i ltmdmwpt'a wo) kw < F'04,W WAWAt w'rw Fems'm how k #tftqh.'mAA.Ayl T T'rfdll'pk
I
0-1-8
1-5-0.. wz M#4 d. _.e _ w 0.. _ a , .e 3x3 II
3x3 3x6
LOADING (p f) SPACING- 2-0.0
TCLL 40.0 Plate (,Trip DOL 1,00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr NO
BCDL &0 I Code FBC2017ITP12014
LUMBER -
TOP CHORD 2x4 SP M 30(flat)
B OT CH )RD 2x4 SP Not 2(flat)
WEBS 2x4 SP No.3(ftat)
BRACING«
T'(OP CHORD
Structural wood sheathing directly applied or _5.,,0
oc purllns, except end verticals.
BLOTCHtORD Rigid
ceiling directly applied or 10-0-0 or- bracing.. REACTIONS, (
lb/size) 4 _
659/0-3-8 (min.0-1-8) 5 —
73510-7-4 (min.0-1-8) Max
Grav 4 -
659(t.0 1) 5 _
75(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. All forces 250 (lb) or less except
when shown. TOPCHORD
3-4=_
299f0 B(OT
CH RD 4-5=
0/738 WEBS 2-
4=-
810/0, 2-5=- 1/0 NOTE- 1)
Recommend
2x6 strongbacks, on edge, spaced at 10-
0-0 as and fastened to each truss with 3-1 On 0.131"
X X) nails.. Strongbacks to be attached tag walls at
their outer ends or restrained by other means. 2)
CAUTION,
Do not erect truss backwards. 3) In
the LOAD CASE(S) section, loads applied to the fare
of the truss are noted as front (F) or back B). LOAD
CASE(
S) Standard I)
Dead +
Floor Live (balanced): Lumber Increase=-1.
00, Platy: Increase-1.00 Uniform toads (
plf) Vert: 4-
5=-10, 1.,8=- 50(F=-250), 3,.,8=-100 CSI. DEFL.
in deal Well Lld PLATES GRIP TC 0.
78 Verl(LL) 0,00 5 31(3 MT20 44/190 BC 0.
38 Vert(CT) 0.05 4-5 999 240 WB 0.
23 Horz(CT) 0.00 4 n/a We Matrix-P
Weight:5 Its F`f - 10°I F. 10IQE m n
xra rs.r e aae rr ss.ttt"~xoauua.rraxsa€n.luvsax €reu a.aecau,xtlx r rtar a„a x 1+1 a a W,r,car;s rm,axs flr arlrrr,s,,.,; u,,,.,a a uranaw+ idBSex, Y9rg¢
k nad uy r;eiMx rka iiatNSe,kii.& e s Rc:xt6la+w 5, 9 b:¢ arN+:,a raalxr?? 't{triec4sa ce. °a c#rosr9xsrt daeg ar^cE rzspaauviSt+ro 6ae#e ¢e i,tps :i szs d:a: t e?ke Ci aaar desi t :kv s*+,n sskenprwac tmmp:ra:titas rwr3 7 As`¢ft>nV Y. Twnbo Il;, PT_ Wrox010 :.:ew. tw?Wgis rozrz,pn ¢4+im aifs 1 ®tt 4he E7aos'I, w•t.rs satmaWWtq Nq cN, muft'lft kt'44W*I.M kxd.ce' 'es"F") `ieu p' aRro'S Wsn 1"q sse a&'T." a".*q dq,1v-arsa,gklMwm at kmM.ea:asp*€s; wa# t SwaxT
Set osret e+'o.&4 onus e,umNiu f%N asdNa g+x,+.r; oai edxns t€i4t&. l3aag trtuysxtm caW±4a'uaaea YA4pikko?f4 W4biaexa.,a#ax;e'^x g."P"#—it, ftme;:*""'pm, w W,ft."#m.N,b""I ss 3rsax'.'F-'xcttoe„ fiwds,*e s 495$ 4k G.ut"t_E71VCi.. e'd"«,a3:V'.nsDo.mutoumrudaxax exrhxg6geil pp:. esia+oed lkeitcs s . +.y+spta Xutoi ;`mgPasi ut .n}k+ m&sga a puk ,4axg. dt,r Pa s?t'rmq waa, Esl nN ¢fNi. RuckP:ercp, R 34946 i4 fj'
Fe ip'v.l tr aLr Cr tfAb4YPi .R#q)t. rll4l M1 lt.t= Rt CC4d+Gttlk of t i349C1weCV$i.tR4@t'rM)i(iCIX i#Frpt$xeifbt 6t ki€Ea'F3'd"6 tPffA'§S[fiA f#9R}l pt t=t6S5F§ 3iPo#tp9b t. tb#tt&r i, r. t.
0-1-8 3x3 3x3 11 5x6
1-3-0 —2-1 1-1- 3 4
EM
M
LOADING (sf) SPACING- 2 0 CSL
TOLL 40,0 01PlateGrip0- 30 TC 0,11
TCD1. 10,0 Lumber DOL 1,00 PC 0.10
BCLL 0.0 Rep Stress Incr YES VVB 0.11
BCDL 5.0 Code FBC2017n,PI2014 Matrix-S
11111
41*1ZHIMM
WEBS 2x4 SP No.3(flat)
BRACING
TOP CHORD
Structural wood sheathing directly applied or 4-5-0
oc purlins, except end verticals,
BOT CHORD
Rigid ceiling directly applied or 10-t)-O an bracing.
REACTIONS. (lb/size)
4 214/0-3-8 (min. 0-1-8)
8 214/0-6-14 (min, 0-1-8)
Max Grav
4 214(-C 1)
8 214ILC 1)
FORCES, (lb)
Max. Comp./Max. Ten, - All forces 250 (Ib) or less
except when shown.
NOTES-
1) Unbalanced floor live toads 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
0,131"X3")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 0.500m,
4) CAUTION, Do not erect truss backwards
011mamatim i
A A A
DEFL. in toe) Well Let PLATES GRIP
Vedd-L) 0,01 5 999 360 MT20 2441190
Vert(CT) 0 02 5 999 240
Horz(CT) 0.00 4 rod ma
Weight: 25 lb FT = 10%F, 10%E
A VRWRL MA lonam umg WAA.'l WA—%'w.Y, 00d.40a Wd q— ltkla"
f.t v,,,P.4"*,TDDW,.kT I 0*4 bwwo , An'hnny T, Tognbc) TH, P,E, Wass0Ir,T - 9.4q WWWONIV 1'k'1*W*1'1%W*"-"'.1M-1 'k ap'nre a W 104A "ry IQ,. efu Tw" .1.64 k4q ww' W.. W U-pw* M N 'J.A'm! 6 .180083 W! Wl
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s '.'Pw V' Fort Pece, R 34946
i TIP
2 3 4
10 12 ,
r ,T i
a
8 7 f 5
LOADING (psf) p SPACING- 2-0.0
TCLL 40.0 Plate Grip DOL, 1.00
TC.:DI_ 10.0 Lumber DOL 1.00
BOLL 0,0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017rrPI2014
LU B P-
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2{Fiat)
WEBS 2x4 SP No.3{flat)
OTHERS 2x4 SP No.3(iirrt)
BRACING-
T 7P CHORD
Structural woad sheathing directly applied or 4-1-0
on purlins, except end verticals..
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS, All bearings 4-1-0.
ib) - Max Grav
All reactions 250 to or less at
joint(s) 8, 5, 7, Fa
FORCES. (lb)
Max. Camp,/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 on,
Recommend 2x5 strongbacks, can edge, spaced
at 10-0.0 lac and fastened to each truss with 3.10d
0,131" X 3") nails. Strongbacks to be attached to
wails at their outer ends or restrained by other
means.
LOAD CASE(S)
Standard
CSL DEFL. in (loc) Wet] L/d
TC 0.08 Vert(Ll.w) n/a n/a 999
BC 0.01 Vert(CT) n/a - n/a 999
WB 0,03 Horv(CT) 0.00 5 n/a nl
Matrix-R
PLATES GRIP
MT20 244/190
Weight: 20 to FT = 10°r' F, 10%E
ZE &
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ME
HJ2A I Diagonal Hip Girder
FL 34946, de%etinio),altruss,corn stun: a.12[)s Nov 12 2011 Vrint: 8.imsoov 11 ;eUll Miles Inaustnes, Inc. I
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3-5-11
1-5-0 3-
2x4
20.'i 0.1--4 Vert(LL)
LOADING psf) SPACING- 2-0-0 CS1. TEFL. in goc) prell L/d PLATES GRIP
TCLL Plate Gr'ip"D'O'L 1,25 TC 0,00 4-7 999 360 MT20 244/190
TCDL 10.0 Lumber COI. 1.25 PC 0,11 Vert(CT) 0.01 4-7 999 240
BCLL 0,0 Rep Stress Iner NO WB 0,00 Horz(CT) 0.00 3 ma n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wim(LL) 0.01 4-7 999 240 Weight: 13 lb FT 1 Or/.
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No,2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 3-5-11
oc purlins,
BOT CHORD
Rigid ceiling directly applied or 10-0-0 on bracing
Mitek-rec,o-m--m-e—nd-s,-brat --S-t-a-bili--zers-and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide,
REACTIONS. (lb/size)
3 8011slechanical
2 = 24310-10-15 (min. 0-1-8)
4 42/Mechanical
Max Harz
2 78(LC 4)
Max Uplift
3 51 (LC 8)
2 155(LC 4)
4 1(LC 8)
Max Grav
3 80(LC 1)
2 243(LC 1)
4 58(LC 3)
FORCES. (to)
Max. Comp./Max. Ten, - All forces 250 (to) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=1 16mph-, TCDL'=5.0psf; BCDL.=5.Opsf,- h=25ft;
Cat, 11, Exto Q 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 pot
bottom chord live load recinconcurrent 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
6) I-mrster(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 8 In down and 7 lb tip at 1-4-9, and 8 to
down and 7 to up at 1-4-9 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
morease=11.25, Plate Increase=1.25
Uniform Loads (Alf)
Vert: 1-3=-60, 4-5=-20
Concentrated Loads (to)
Vert: 8=-7(F=-3, 8=-3)
W"
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1-5-0 4-2.-31-,5-6 4-2-3
LOADING (pso SPACING- 1 2-0-0 CSL DEFL. in fee) I/deft L/d
TOLL 20.0 Plate Grip DOL 1.25 TC 0,22 Vert(_L) O,03 4-7 999 240
TCDL 10 O Lumber DOL. 1.25 BC 0.17 Vert(CT) -0.03 4-7 999 240
8CLL 0.0 Rep Stress Incr NO WB 0.00 Horz(U) -0.00 3 Wa not
BCDL 10.0 Code FBC2017ITP12014 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No,2
ROT CHORD 2x4 SP No,2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-2-3
oc parties.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
Maekrecommends - that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation
guide. J REACTIONS. (
lb/size) 3
100/Mechanical 2
269/0-10-15 (min, 0-4-8) 4
52/Mechanical Max
Harz 2 =
79(L.0 4) Max
Uplift 3 -
63(LC 4) 2
A96(-C 4) 4 -
42(LC 5) Max
Gras 3
100(L.0 1) 2
269(LC 1) 4
72(LC 3) FORCES. (
to) Max.
Comp./Max, Ten. - All forces 250 (to) or less except
when shown, 6)
Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(
s) 49 lb down and 7 lb up at 14-9, and 49 lb down
and 7 to Lip at 1-4-9 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 rioted as front (F) or back t3)_
LOAD
CASE(S) Standard
1)
Dead + Roof Live (balanced): Lumber Increase=
1,25, Plate Increase= 1 ,25 Uniform
Loads (pit) Vert:
1-3=-60,4-5=-20 Concentrated
Loads (lb) Vert:
8=-7(F=-3, B=-3) Weight
15 is FT = 10% NOTES-
1)
Wind: ASCE 7-I0„ VuIt-x150mph (3-second gust) Vasd=
I 16mph,- TC&L=5.0psf; BEDL=5.0psf; h=I 5ft; Cat
11; Exp C-1Encl., GCpi=0.18" MWFRS envelope);
cantilever left and right exposed ; end vertical
left exposed; Parch 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 toad 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 rnembers. 4)
Refer to girder(s) for truss to truss connections, 5)
provide mechanical connection (by others) of all.
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LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in poc) VdefI Ltd PLATES GRIP
TOLL. 20.0 i Plate Grip DOL 1.25 TC 0.84 VerftLL) 0.28 4-9 >326 240 MT20 244/190
TCDL 100 Lumber DOL 1,25 BC 0.64 Vert(CT) -0.29 4-9 >321 240
BCLL 0.0 Rep Stress Inor NO WB 0,00 Horz(CT) 0.01 3 ran n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wioght: 25 to FT 10%
LUMBER-
TOP CHORD 2x4 SP No.2 6) Hanger(s) or other connection device(s) shallBOTCHORD2x4SPNo.2 be provided sufficient to support concentratedBRACING- load(s) 38 lb down and 48 in tip at 4-10-15, andTOPCHORD38Indownand48lbupat4-10-15 on too chord, Structural wood sheathing directly applied or 6-0-0 and 49 to down and 10 In up at 2-1 -0, 49 to downonpurlins. and 10 1b up at 2-1-0, and 18 In down and 47 InBOTCHORDupat4-10-15, and 18 to down and 47 in up atRigidceilingdirectlyappliedor10-0-0 so bracing, 4-10-15 on bottom chord. The design/selection of
ifok recommends "that 'Stabilizers and such connection device(s) is the responsibility of
required cross bracing be installed during truss others.
erection, in accordance with Stabilizer 7) In the LOAD CASE(S) section, loads applied to
Installation goide, the face of the truss are noted as front (F) or back
REACTIONS. (lb/size)
3 188/Mecharrical
4 10111VIechanical LOAD CASE(S)
2 428/0-44 paid, 0-1-8) Standard
Max Harz 1) Dead + Roof Live (balanced): Lumber
2 75(LC 19) lncrease=1.25, Plate lnerease=1,25
Max Uplift Uniform Loads (pit)
3 -114(-C 4) Vert: 1-3=-60, 4-5=-20
4 -83(LC 4) Concentrated Loads (to)
2 -307(LC 4) Vert: 1 1=-1(F=-0, B"--O) 12=-16(F=-8, B=-8)
Max Grav
3 188d-C I
4 132(-C 3)
2 428(LC I
FORCES. (Ito
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='I511;
Cat, 11; Exp C; End., GCpi=0,18; MWFRS
envelope); cantilever left and right exposed end
vertical left exposed; porch left exposed; Lumber
D0L=1 .60 plate grip DOL= 1,60
2) This truss has been designed for a 10.0 get
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 bottorn 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
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17 7
3x4 - 6
flair Caftset (X,Y)•• [ ;Edge-,0
LOADING (psi) SPACING- 2-0-0 CS1. 1 DEFL.. in too) I/deft L/d PLATES GRIP
TCL.L 20.0 Plate Grip DOL 1,25 T'C 0.55 Vert(LL) 0,04 7_8 999 360 MT20 2441190
1 CDL 10.0 Lumber DEL. 1.25 BC 0.55 Vert(CT) 0.10 7-8 999 240
BCL,L. 0.0 Rep Stress Incr NO WB 0,38 Horz(CT) 0,01 5 Wa n/a
BCDL 10.0 Code FBC20171TP12014 Matrix -MS Wind(LL) 0.03 7-8 999 240 Weight. 44 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
SET CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1.,6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
on parties.
BOT CHORD
Rigid ceiling directly applied or 9-11-1 no bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide --
REACTIONS. (lb/size)
5 _ 155/Mechanical
2 468/0-4-9 (min.0-1-8)
6 323/Mechanical
Max Harz
2 - 169(LC 4)
Max Uplift
5 113(LC 4)
2 - 261(LC 4)
6-106(LC 8)
Max Grav
5 - 155ILC 1)
2 468(LC 1)
6 32(LC 1)
FORCES. (lb)
Max. Comp,/Max. Ten. ® All forces 250 (lb) or less
except when shown,
TOP CHORD
3=-281/118, 3.13=-755/259,
4-13-699f260
BOT CHORD
mom
1) Wind. ASCE 7-10; Volt=150mph (3-second
gust) Va<, d=116rnph; TCDL= ,0psf,
BCDL=5.fipsf; h=24t; Cat. It; 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 toad
of'20 past on the bottom chord in all areas where
a rectangl€, 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 11
lb uplift at joint 5, 261 ib uplift at joint 2 and 106 to
uplift at joint 6.
6) Hanger(s) or outer connection device(s) shall
be provided sufficient to support concentrated
load(s) 78 lb down and 95 to up at 1.4-9, 78 lb
down and 95 to up at 1-4-9, 4Y0to down and 54 to up
at 4-2-8, 40 Ib down and 54 lb up at 4-:2-8, and
71 to down and 106 lb up at 7-0-7, and 71 in drawn
and 106 lb up at 7-0-7 on top chord, and 10 lb
down and 9 lb up at 1-4-9, 10 lb down and 9 lb tip
at 1-4-9, 13 Ib down at 4-2-8, 13 lb down at 4-
2- 3, and 33 lb down at 7-0-7, and 33 lb down at 7•
0-7 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
7)
In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back B).
2-
15-=-3511697, 1 ta_16=,.351 t69 7, LOAD CASE(S) 8-16=-
351/697, 8-17--3511697, Standard 17--351/
697 1) Dead +- Roof Live (balanced), Lumber WEBS Increase==
1.25, Plate Increase-1.25 4-8
0/255, 4,-7=-749/377 Uniform Loads (plf) Vert: 1-
5u-60„ 6-9=-20 Concentrated Loads (
lb) Vert:3-
F3(F-31, 13=31) 14=-85(F=42, 8- 2) 16=-4(
F=-2, B=-2) 17= 54d`u_27, B,=-27) 86rer PRa3t;
4NFr§kreamHa $ utaal. cik i.i;"9t.iri ris=tg. ila i$i.3vk{h aiiy7,F ka'a„@,r.k4"$i..'"v iavm Sag rNf StUpx ¢&AYk@eS r XRC9 ¢k4443A [5Y{ftW i@, yS .'3aitla\#tiv`dR k% fi. tte"$g R€adikar%E,x.fr'3`EMt4 %id J"iNrY.A ffW±dCa\Rii$iiate'( ri
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GStNd'PSI ,t `miM. {yyVh45(C Xk pseap!ai0±pf:jW&iwraPk+'SP'R*g't`€t4sM'kt1plSW`vhNrflllrW#? ffikgahN pk#YAit ".P3'%sfid Fir k : ka'A`Sg.MC+'.iii `l§wA+ttrM dPmt'i@N#-0me!tiE±#ild BF ik&aYPF§Wlp10 i55ibl?+a„4"mgt t4,b{lNtrb4 iddsw?;k>M d",g'etdGi t^kta6"s.'
r.,st ass t."'nt<. ryas s'e°+w':eti 3Yktv.P[u+nN4 t:a*ad rivbaes attAB{#ry;¢aca pa fmien kamsrra.&1; gabf„IUEst iiw#}Ea:iar•rfns+rts'a aroas?F?.tom±iY'4#'smte r.°espeNsa s ay aas *:.,a =i axp iksagas€ n4s.hsk,+".€at¢az, ka: b+r,er u.as€ ak,txne
d'wt« gtW.l qpri awweadggr,Apartttla'60 Cgebr s.a=*a*Fxrxetl e4CCatdwsd Sae gwPss Ss°a;ggwtssse,AJIFag.!, R.dl'. ua tt,#gtxaE 1112C . faprnpM07016A-ltknffrkssrsAarhkweyi1um6e€ihP.E. rapFu4emdlulrhfsknisem,maglam, isprehibitedhoof the wi npeymkiionhomA'110,01 hmel Wharf. Ta#r D0 1 Ai hone, T. Tombo ,
I1, F.s. 0083 4451 St, Lucie
to
Blvd, oft ,r.e ice,
F€. 34946
r
ll
LOADING last) SPACING- 2-0-0 CSL DEFL. in poc) I/defl L/d
TCLL 20.0 Plate Grip DOL 115 TC 0,10 Vert(LL) 0.00 7 999 360
TCDL 0 Lumber DOL 1.25 PC O.06 Vert(CT) 4100 7 999 240
ROLL 0,0 Rep Stress Iner YES WE 0.00 Horz(CT) 0,00 3 old n/a
BCDL 0 Code FBC2017ITP12014 Matrix -MP Wind(U-) 0.00 7 999 240
LUMBER -
TOP CHORD 2x4 SP No,2
BOT CHORD 2x4 SP No.2
BRACING- LOAD CASE(S)
TOP CHORD Standard
Structural wood sheathing directly applied or 2-6-0
on pudins,
SOT CHORD
Rigid ceiling directly applied or, 10-0-0 an bracing.
Maek-r-e-crim-in-ends-that Stabilizers and
Irequiredcrossbracingbeinstalledduringtruss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
3 56/Mechanical
2 170/0-8-.0 (rnin, 0-1-8)
4 29/Mechanical
Max Harz
2 65(LC 12)
Max Uplift
3 -39(LC 12)
2 -71 (LC 8)
Max Grav
3 56(C 1)
2 170(-C 1)
4 42(LC 3)
FORCES. (tb)
Max, Comp,/Max, Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vas d= 1 16mph; TCDL=5,Opsf; BCDL=5.Opsf; h=25ft;
Cat, 11; Exp, Q 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 & MVVFRS for reactions
shown; Cumber 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 toad of
20,Opsf on the bottom chord in ail 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 girderts) for truss to truss connections,
5) Provide mechanical connection (by others) of
PLATES GRIP
MT20 244/190
Weight, 10 Is FT = 10%
41
UML
W.TN'k6 6"Pmvww k".*kM An14my T, Rxiibn TV, P.E. 04 wON 'OKI eW W" m'*"%AW wtk. "t wmqa' o' 4 %t 4 ,"` 80083Wnt4451St, Lixie Blvd,
soft Pierce, FL 34946
2x4
LOADING (psf) SPACING- 2-0-0 C ,1. DEFL. in (too) ildefl Let PLATES GRIP
TOLL 20.0 Plate Grip CDOL 1,25 TC 0,14 Vert(-L) 0.01 4.7 999 240 MT 0 244/190
TCOL 10.0 Lumber CDOL 115 BC OA4 Vert(CT) -0.01 4-7 999 240
BCLL 0.0 Rep Stress tact YES WB 0,00 Horz(CT) -0.00 3 n/a ma
BCCDL 10.0 Cade FBC2017frPI 014 aviatrix MP Weight. 11 is FT = 10%
LUMBER -
TOP CHORD 2x4 SIP No.
BCHORD 2x4 SP 5Io.2 5) Provide mechanical connection (by others) of BR
BRACING- truss to bearing plate capable of withstanding 43 TOPCHORD
IT, uplift at joint 3,103 Ib uplift at joint 2 and 31 tb Structural wood
sheathing directly applied or 3-0-0 uplift at joint 4, etc purtins.
BOT CHORD
LOAD CASES) Rigid ceilingdirectlyappliedor100-0 oc bracing. Standard MiTek recommends
that Stabilizers and required cross
bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.,_ .
REACTIONS, (lb/
size) 3 - 71fMechanical
2 _ 18810-
8-0 (min.0-1.8) 4 - 37JMechanicai Max Herz
2 - 57(
LC 12)
Max Uplift 3 - -l(
LC 12)
2 - -10(LC 8)
4 - -31(j- 9)
Max Grav 3 71(
LC 1)
188(LC 1) 4 -
52(LC 3)
FORCES. (Ib) Max. Comp./
Max. Ten. -
All farces 250 (to) or less except when Shown. NOTES-
1) Wind.. ASCE
7-
10; Vult=150mph (3-second dust) Vasd=116mph; TCCDL=5,
Opsf; BC L=5.Opsf; h=1511; Cat. IL Exp C;
Encl.„ GCpi=0.18, MWFIR S envelope) and C-C
Exterior(2) zone; cantilever left and right exposed; end
vertical left exposed; parch left exposed;C C
for members and forces S MWFRS for reactions shown;
Lumber DOL, -1.60 plate grip 170E=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 whore a rectangle :3-6-0
tall by 2-0-0 wade will fit between the bottom chord and any
other members. Bsq-Please tkwaa.?r,
F«aarycalai fA,}f$C"3t{i?%'f 45SY-r;$nia t.ti,6EcaSt3€CGn u,9.TS;NNC-asvNtc"'!s YwMk h„ya pmxm±lzrs a,wi xa6s.2mat.c, Yg^haug,fRA; we `.#k51. F,u+sm st.,iCeeleaxashae, crwaa.r I6e4.cstxr.e ;i#n6wYksirr +x diiea eaaat=tz, prx
vat ; :¢d4tt l34tatisxph9 t=¢`ra;=. hsnagxtxp t roe 4w:ei4t 4ezrca±a` »x sx"moireiifR!c}rca:zmsmwaeppwz+p€isapraH;uaan arywts s; npxstAdlfyD i,s.n sre<e, ,te=€crp"€ae ce rke iPi ana xmla. F.sf ;d+ser,patss>,pyaro* ko-vry,a rcnea=, mrtai hh Anth lay "Li'mib,) ,1:.,. 'P.t, a^l m,rdea;aFsaaa. Cati;aq is trxw.crpw.iNROvat x'sswer fmr rF.st`s a. h o°EaEdea+smrids 6widxgf sy+e.^a aanarf Hx l?;.>e;tnet5n( ok,a u> edr ns#(ak 'he cpsro-e ulna "'J€adam ire}d aztndkcrus, & m, #i .a mys wski!#ua .%#mt:k cans hw r:•pau4 t. f ,;. 80083aea 4a;axr8c;,ra. tywx€.r na mrimInrsdl*)-R-Afarid", 9sas W*¢ rMp" WO! s1 10- V, pneG,IM cy Ps IliIKI ®ra.;et—'V, gna,an4m! IN &W 1s111",, INI sd Mnsd,MN 4 1,', 9s1y1,a'd- ts;, Mxs+tat+a ekes aAe<»„xdhlsae:S:mM
ret apead wp+aremrrlaqa3a,Ugm",armcr3. ise8raxr:a ragraxars.tiYnr 6ad`s,,"aexgw[agpx*.,ka"a9sGt%Ma`snfau4dPg aft;aps zaer.ms ese as3r;s,BaeF#6C, SvSb..3111. oat M & erocJL FE
ale adsUrpailkc:,itfdAltool Times ku#
kooyl lam%noi@€PJ, hFiede(fielstlkiskextent,inco hm,ispoN,biie4wlafia4. kunneapeo;simhaamA,lRoof iosm AohpyLrombbfli,PA.
LOADING (psf) SPACING- 2
TGLL 20,0 Plate Grip DOL
TCDL 10.0 11 Lumber DOI. 1
BCLL 00 Rep Stress lncr y
JBCDL 10.0 Code FBC2017frPI201
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,
Kill- - - - - - - -- - -- -- - - - - - - , " - , iTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide_
REACTIONS. (lb/size)
3 139/Mechanical
4 73drdechanical
2 283/0-3-8 (min, 0-1-8)
Max Harz
2 75(-C 8)
Max Uplift
3 87(LC 8)
4 60ft-C 8)
2 196(-C 8)
Max Grov
3 139d-C 1)
4 98(LC 3)
2 283(-C 1)
FORCES. (lb)
Max, Comp./Max, Ten. - All forces 250 (1b) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=1 16nftih; TCDL=5.Opsf; BCDL=5.Opsf; hr-15ft,
Cat, It, Exp C" Encl., GCpi=0,18- MWFRSenvelope) and C-C Exterior(2) ;one; cantilever left
and right exposed ; end vertical left exposed; porch
left exposed:C-C for members and forces &
MWFRS for reactions shown; Lumber D0L=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,
CSI' I DEFL. in too) Udefl Let
TC 0.55 Vert(LL) 0,16 4-7 414 240
BC 0.55 Vert(CT) 0.09 4-7 727 240
VVB 0.00 tiorz(CT) 0,00 2 n/a n/a
Matrix -MP I
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 87
in uplift at joint 3, 60 lb uplift at joint 4 and 196 lb
uplift at joint 2,
OEM
PLATES GRIP
MT20 244/190
Weight: 18 Its FT= 10%
AW-
4 a CIA10,01 I Wd'b"J, P.08-4 ,A r"WV H W4u*i00 ,,,
Oppset, 20164 1 koffmvi A0040Y L1046011 L RistodVilian of inO.V10fiv, is rohNied.doollif s'*i ummiohom At Real f,mm Aarhnny T. Bnxie4a ill. H
knthony T '=No Si., D.F.
90083
4451 St, Us de Blvd
orl P,eicp, V1 34946
0
1 -1 -0-p 4 - - --- --- ------ 1 0-0 7-0-0
3x6 11 5
LOADING(psf) SPACING- 2-0-0
TCLL 20,0 Plate Grip DOL I , 25
TCDL, 10,0 Lumber DOL 1,25
SCLL 00 Rep Stress Incr YES
BCDL 100 Code FBC2017frPI2014
LUMBER -
TOP CHORD 2x4 SP N0.2
COT CHORD 2x4SPNo.2
SLIDER
Left 2x4 SP No.3 1-6-0
BRACING -
TOP CF40RD
Structural wood sheathing directly applied or 6-0-0
no purfins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 as bracing.
nfliTek recornmends, that Stabilizers and
required cross bracing be installed daring truss
erection, in accordance with Stabilizer
Installation guide.,,
REACTIONS. db/size)
4 183/Meehanical
2 342/0-3-8 (min, 0-1-8)
5 90/Mechanical
Max Harz
4 156(LC 12)
Max Uplift
4 -64(LC 12)
2 -165h-C 12)
Max Grav
4 183(LC 1)
2 342(-C 1)
5 128(L.0 3)
FORCES. (lb)
Max. Comp./Max.Ten, - All forces 250 (lb) or less
except when shown,
TOPCH(7RD 2-
3=-412/20 NOTES-
1)
Wind: ASCE 7 -10; Vult= 1 SOmph (3-second gust) Vasd=
l 16rn^ TCDL=S,Opsf.- BCDL=5,Opsf; fi=251`t„ 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 net bottom
chord live toad nonconcurrent with any other live
loads, 3) *
This truss has been designed for a live load of 9
CSL
DEFIL in floc) I/defi L/d PLATES GRIP TC
0.66 Vert(LL) 410 5-8 818 360 MT20 2441190 C
NO0 Vert(CT) 24 40.04 5-
8 350 240 WB
0 H' orz(CT) 5 ale n1a Matrix -
MP Wind(I-L) 0,21 5-8 402 240 Weight: 26 lb FT = 10% 5)
Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 64 lb
uplift at joint 4 avid 165 lb uplift at joint 2. IV,#
v *IN .' An.
hony 1, Tornb,,) III, PT, ex3eyeZZ,"Z hw—iUr": 4451 o, Luck Blvd. Fot
Pet Gaut, F1, 34946
0
3-6-0 3-6-0
3x6 11 4x6
LOADING ftsspl SPACING- 2-0-0 CS1. DEFL. in too) Welt Lid
TOLL 20,0 Plate Grip DOL 115 TC 0,18 Vert(-L) 0-03 4-5 999 360
TCDL 100 Lumber DOL 1,25 PC 0.95 Vert(CT) 0,05 4-5 999 240 BCLL
0.0 Rep Stress Incr NO WB O.64 Horz(CT) 0.01 4 n/a We BCDL
10,0 Code FBC2017/TP12014 Matrix -MP Wind(LL) O.03 4-5 999 240 LUMBER -
TOP
CHORD 2x4 SP No.2 BUT
CHORD 2x6 SP No,2 WEBS
2x4 SP No,3 WEDGE
Led:
2x4 SP NO3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 3-11-9 oc,
purfins, except end verticals. BOTCHORD
Rigid
ceiling directly applied or 8-9-4 no bracing, fAifelk-
re-66rnmends- that Stabilizers and - required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation-
guide,,, REACTIONS. (
lb/size) 1480/
0-3-8 min.0-1-12) 4
1564/Mechanical Max
Herz. I
138(LC 23) Max
Uplift I
432(LC 8) 4
527(LC 8) Max
Grav I -
z 1480(-C 1) 4
1564ft-C 1) FORCES.
gel Max.
Comp,/Max, Ten, - All forces 250 pro or less except
when shown. TOP
CHORD 1-
2=-2109/600 BUT
CHORD 1-
9=-651/1912, 5-9=-651/1912, 5-
1 0=-651/1912, 4-1 0=-651(1912 WEBS
2-
5=-434/1579, 24=-,21521732 3) *
This truss has been designed for a live load of
20.0psf 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 beating plate capable of withstanding 432 lb
uplift at joint 1 and 527 lb uplift at joint 4. 6)
Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(
s) 832 lb down and 265 Is up at 1-6-12, and 832
In down and 265 In up at 3-6-12, and 832 lb down
and 265 Is up at 5-6-12 on bottom chord. The
designeselection 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 lncrease=1.25 Uniform
Loads (plo Vert:
1-3=-60, 4-6=-20 Concentrated
Loads (lb) Vert
5=-832(F) 9=-832(F) 10=-832(F) PLATES
GRIP MT20
244/190 Weight:
40 lb FT = 10% NOTES-
1)
Wind: ASCE 7-10" Vult=150mph (-second gust) Vasd=
116mph: TCDL=5Bpsf, BCDL=5.Opsf; h=25ft; Cat,
ll, Exp C: EncL, GCpi=0,M MWERS 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 1i 0 psf rW
W EW a 01.r N WV.6W1t0—q Nlw4tht
r,ke,.Nw Ne, 'WW 4451
St, Lu,,re BNA
3-0-0
I
N
E
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in goc) Vdefl Lld PLATES GRIP
rcu, 20.0 Plate Grip DOL 1,25 TC 0.12 Vert(LL) ma - ma 999 MT20 244/190
TCDL 10,0 Lumber DOL 1,25 PC 0,05 Vert(d) red - rod 999
8CLL 0.0 Rep Stress Incr YES WB 0,00 Horz(CT) -0,00 2 did his
SCDL 10.0 Code FBC20171TR12014 Matrix-P Weight, 8 in FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
6) Provide mechanical connection (by others) of60rCHORD2x4SPNo.2
truss to bearing plate capable of withstanding 22BRACING-
to uplift at joint I and 53 lb uplift at joint 2. TOP CHORD
Structural wood sheathing directly applied or 3-0-0
on purlins. LOAD CASE(S) BOT CHORD
or 10-0-0 oc bracing, Rigid ceiling directly appliedStandard
MiiTek recom, mends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
1_ Installation guide.
REACTIONS. (Ib/size)
1 90/2-116 (nin.0-1-8)
2 6712-11-6 (min, 0-1-8)
3 22/2-11-6 (min. 0-1-8)
Max Poor
1 46(-C 12)
Max Uplift
I -22(LC 12)
2 -53(LC 12)
Max Grav
1 90(LC 1)
2 67(LC 1)
3 45(-C 3)
FORCES, (lb)
Max, Comp,fMax. 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 expostmC-C for members
and forces & MWFRS for reactions shown,
Lumber DOL=-I ZO plate grip DOL=1.60 2)
Gable requires continuous bottom chord bearing. 3)
This truss has been designed fora 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 tell by 2-0-0 wide will fit between the bottom
chord and any other members, 5)
Bearing at joint(s) 2 considers parallel to grain Koo
IKM'*tq.r" P W
to
i': 2016k polflww Apftty V LOMWILVA,trradurtioandltfs4vus,Ynaartammwhim, SP444fd I too, bam Whayl 14"'WMIL Anthony
Flombo H1, PE. z 80083
44M St
Lude Vhd, At Pwrm,
F1 34g46
5-0-0
5-0-0
I
5 4
2x4 1.5x4 11
LOADING (psf) SPACING- 2-0-0 CS1, DEFIL, in line) I/def! Lot PLATES GRIP
TOLL 20,0 Plate Grip DOL 1.25 TC 0,12 Vert(-L) ma n1a 999 MT20 244/190
TCDL 1&0 Lumber DOL 125 BC 0.06 Vert(CT) n/a n/a 999
BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0,00 3 pie n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 16 lb FT = to%
LUMBER-
JOP CHORD 2x4SPNo,2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 5-0-0
oc purfins, except end verticals,
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
1--heack —recommendsthat -Statstiz,ers 'a' nd -
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Iristallatirdfr-guide,
REACTIONS. All bearings 4-11-6,
lb) - Max Her/
1 = 86g-C 12)
Max Uplift
All uplift 100 to or less at joint(s)
1, 3 except 5=- 1 04(L C 12)
Max Grav
All reactions 250 in or less at
joint(s) 1, 3, 5,4
FORCES, gth
Max, Comp./Max, Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-5=-183/320
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=1 16mph; TCDL=5,0psf, BCDL=5,Opsf; h=25fL
Cat. 11; Exp C; EncL, GCpr=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
shruorc Lumber D0L=1 60 plate grip D0L=1 d30
2) Gable requires continuous bottom chord bearing,
3) This truss has been designed for a 10.0 pat
bottom chord live load nonconcurrent with any other
live loads,
4) * This truss has been designed for a live load of
20.0psf 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 ANSV`TPl I angle to grain formula.
6) Provide mechanical connection (by others) of
ftriss to bearing plate capable of withstanding 100
lb uplift at forrifts) 1, 3 except Ot=lb) 5=104.
OEM
Aqthony 1, Tomki Hl, P1,
8DO83
4451 St Lune Blvd, t
JANUARY 17, 2017 I TYPICAL. HIP / KING JACK CONNECTION 15Tt° PlL0I
GENERALCORNERSET ,
MAXLoad,
to 1Roof Height
and Exposure D up to 0 Mean Roof Height.
A-1 ROOF TRUSSES
4451 ST LUCIE BLVD,
FORT FIERCE, FL 34q46 Atfi ch Zing Jack / (3) 16d To
772-4 — 010 ails @ TC: & 24" Strap w/ (6)
10dx1. " ea.end @ BC
Attach lend Jack's Attach Corner Jack's
w/ 4) 16d Tay Nails @ TIC w/ () 16d Toe Nails @ TC
J) 16d Toy Nails @ BC C (TIC)
m
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i
FEBRUARY 17, 2017 ALTERNATE GABLE END BRACING DETAIL STDTL03
0
A-1 ROOF TRUSSES
4451 ST, LUCIE BLVD.
FORT FIERCE, FL 34946
712-40-1010
HORIZONTAL BRACE
SEE SECTION A -A)
HEM
t
t •
CEILING; SHEATHING
Az Ur F UUA c.7atC.. r
FOLLOWINGSTRUCTURAL
GABLE TRUSSES MAY BE BRACED AS NOTED:
METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE
OF THE STRUCTURAL GABLE AND FASTEN PER THE
FOLLOWING NAIL SCHEDULE.
METHOD 2, ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL
MEMBER ON THE STRUCTURAL GABLE PER THE
SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. SCAB ALONG
NAILING SCHEDULE- VERTICAL
7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF
NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME
1
MPH (ASCE 7-ID) NAIL ALL MEMBERS WITH TWO ROWS OF Uld
A31'X3*) NAILS SPACED 6' D.C. (2X4 STUDS MINIMUM).
NOTE: THIS DETAIL IS TO BE uONLY FOR
STRUCTURAL GABLESWITH E gSTUDS.I TRUSSESWITHOUT INLAYED4GaADDRESSEDHERE,
7'
u
STANDARD GABLE
I- TRUSS
LTNIZAIJIMMAMMUMMORI
ffm
JULY 17, 2017 STANDARD PIGGYBACK TRUSS DTL04
CONNECTION DETAIL j_sTc
A
WANWow 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
mww 0.40" CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS, REFER TO ACTUAL PIGGYBACK TRUSS DESIGN
masom DRAWING FOR UPLIFTS.
NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24- O.C. OR LFSS,
A.1 ROOF TRUSSES
4451 ST LUCIE BLVD.
FORT PIERCE, FL 34946
772-404-1010
PIGGYBACK TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL PIGGYBACK TRUSS INFORMATION.
SPACE PURLINS ACCORDING TO THE MAMUMXI I
SPACING ON THE TOP CHORD OF THE BASE TRUSS
SPACING NOT TO EXCEED 24' 0;0 A PURLIN
TO BE LOCATED AT EACH BASE TRUSS JOINT.
AITACH PIGGYBACK TRUSS TO THE BASETRUSS WITH 2'X 8' FEE -
LOCK MUL'TIALSE CONNECTION PLATES SPACED 48"0 C. PLATES SHALL
BE PRESSED INTO THE PIGGYBACK TRUSS AT 48"O.C. STAGGERED
FROM EACH FACE AND NAILSTO THE BASE TRUSS WITH FOUR (4)
Ad (1,5- X 0,099-) NAILS IN EACH PLATE -TO ACHIEVE A MAXIMUM LIPLIFT 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 RESIGN DRAWING FOR ADDITIONAL BASE
TRUSS INFORMATION A0trKWIV T,
Fymtm, M, lf N"083
1451 'St,
wde I'Nvd,
0
e
I NAIL SIZE= 3'X0.131'= 10d
2. WOOD SCREW = 4,5" WS45 USP OR EQUIVALENT,
INSTALL SHEATHING TO TOP CHORD OF SASE TRUSSES.
4, INSTALL VALLEY TRUSSES (24- O.G. MAXIMUM) AND
SECURE TO BASE TRUSSES AS PER DETAIL "A",
5, BRACE VALLEY WEBS IN ACCORDANCE WITH THE
INDIVIDUAL DESIGN DRAWINGS.
6. NAILING DONE PER NDS - 01.
7. VALLEY STUD SPACING NOT TO EXCEED 48'O.C.
E END, COMMON
3S, OR GIRDER TRUSS
TRUSS CRITERIA:
SECURE VALLEY TRUSS WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH
W/ ONE ROW OF 10d WIND DESIGN PER ASCE 7-10: 170 MPH
NAILS 6'O.C, MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3112 MAXIMUM 6112
CATERGORY If BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE: 1.60
MAX TOP CHORD TOTAL LOAD = 50 PSF
ATTACH 2X4 CONTINUOUS #2 MAX SPACING = 24"O.C. (BASE AND VALLEY)
SYR TO THE ROOF W1 TWO USE MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
WS45 (1/4" X 4.5") WOOD SCREWS
INTO EACH BASE TRUSS,
DETAIL A
04k tAw, 9 ON .Wlf.`lx INW, 108NOV"N*
b, &r4- 6
V 2,04, A I RodItow WhmvL 4A, al H, fepotwtm aft'him"40 mov towrsip"'HiNd k hoffimes, Alghant, looNfl! pl,
Anthsov I Ton 'boM, Pt, I
Bot"118-1 4451
SL LKip 61VOI f
cgfF! , , , Ai 46
SECURE VALLEY TRUSS
Wl ONE ROW OF 10d
NAILS 6"O.0
TRUSSED VALLEY SET DETAIL STDTI-06
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 RIDS - 01.
GABLE END, COMMON% 7. VALLEY STUD SPACING NOT TO EXCEED 48'O,C.
TRUSS, OR GIRDER
TRUSS
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
RCK)F PITCH = MINIMUM 3/12 MAXIMUM 6112
CATERGORY If BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE: 1,60
ATTACH 2X4 CONTINUOUS #2 MAX TOP CHORD TOTAL LOAD = 50 PSF
I-,"— 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 PEE ON THE TRUSSES,
INTO EACH BASE TRUSS.
I
DETAIL A
IN—os
N—lw.p6 b*"HVIHPM N 0" NR44,
i re, fit W64 k*olww pl, 004od 'htm6t '*otom"s"', om I hel Low% Amtoy kolk, 44 VJ
R00183
4451 Sr, ,,,wf M?Y
R10 hemP, RL 14946
V rl%L-L-L- I I "I— I I-NIL-
JULY 17, 2017 (HIGH WIND VELOCITY) STDTL07
4
Aoo
A*MMW
I
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD,
FORT PIERCE, FL 34946
772-404,1010
Elm
WIND DESIGN PER ASCE 7.98, ASCE 7-'
WIND DESIGN PER ASCE 7-10: 170 MPI
MAX MEAN ROOF HEIGHT = 30 FEET
CATERGORY It BUILDING
EXPOSURE B OR C
WIND DURATION OF I OAS INCREASE:
MAX TOP CHORD TOTAL LOAD = 50 PSI
MAX SPACING = 24"CLC. (BASE AND VA
SUPPORTING TRUSSES DIRECTLY UNDrm VALLCT I KUOOrO MUO I DC,
DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2'- 10'ON AFFECTED
TOP CHORDS,
NOTES:
1, S14EATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES.
2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER,
CLIP MAY BE APPLIED
TO THIS FACE UP TO A
NON-IIEVFLED MAXIMUM 6/12 PITCH NOWBEVELEDB0TTOMCHORDBOTT'
IOM CHORD FORBEVELED BOTTOMA12/
12 CLIP
MUST BE
APPLIEDTo CHORD, CLIP MAY
BE APPLIEDTHIS FACE WHEN PITCH 6112 (MAXIMUM TO
EITHER FACE.EXCEEDS TO PITCH) ww"
am--
w"' '
knvinny 1 lu'mbo M':X' w,gatm 4"',w o4ot'44,1w, &Nmw'glkr. 9*, h"s *wah"On wqt 4 Z'M
St "'uckeBivd wvw r**, FumPxerce, R
34 96
FE RUARY 17,2017 1 STANDARD CADGE END DETAIL 1 STDTL08
A-1 ROOF BUSSES
4451 ST, LME BLVD.
FORT PIERCE, FL 34946
TYPICAL 2X4 L-BRACE
NAILED TO 2X4 VERTICALS
7i;
DaC.
VERT
STUD
SECTION B-B
7724( g-iglu a
TRUSS GEOMETRY AND CONDITIONS SHOWN
ARE FOR ILLUSTRATION ONLY. DIAGONAL
BRACE 4` - 0` D.C. MAX. SEE
INDIVIDUAL ENGINEERING DRAWINGS VERTICALVBRACE
2X6
SPA2IR SPF STUD2
DIAGONAL BRACE
4) --
I6d NAILS16d
NAILS SPACED
6* D.C. 2)
AOd NAILS INTO
262X6 SP OR SPF
42 2X4
SP OR SPF
2L HORIZONTAL NAILED
TO RTICALS
SECTIONA-
A 4) - 10d NAILS FOR
TRUSS DESIGN CRITERIA, I
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) -- AOd NAILS 4)
Bd NAILS MINIMUM, B
X4 PLYWOOD SHEATHING TO 2X4
STD SPF BLOCK L
MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2CONNECTION
BETWEEN BOTTOM CHOW OF GABLE ENE) TRUSS AND WALL TOM BE PRDVIDED
BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING
SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG, ARCHITECT OR
ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF Rom- 4. 'L'
BRACES SPECIFIED ARE M BE FULL LENGTH, SPF OR SP #3 OR HORIZONTALBETTER WITH
ONE
ROW OF ION NAILS SPACED 6- t1C. 5. DIAGONAL
BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM 6. CONSTRUCT
HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN WITH ISO
NAILS SPACED 6' D.C. STUDS WITH (
3) THE MIDSPAN
OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE 7GABLE STUD
CIEFL 2) DIAGONAL BRACES
AT AND
GRADE 1/
3 POINTS MAXIMUM STUD LENGTH
it ROOF SHEATHING
NAILS
10d
TRUSSES
8
24'
D.C. 26 DIAGONAL BRACE
SPACED 48* D.
C. ATTACHED TO VERTICAL WITH (
4) - 16d NAILS, AND
ATTACHED TO BLOCKING WITH (
5) - 0d NAILS. HORIZONTAL
BRACE SEE
SECTION A -
A) MAX MEAN ROOF
HEIGHT = 30 FEET EXPOSURE N OR
C SCE7.10
190 MPH STUD DESIGN IS BASED ON COMPONENTSAND CLADDING. DURATION OFLOADINCREASE:1 A0 CONNECTION OFBRACING IS BASED ON MWFRS.
FEBRUARY 17,2017
T-BRACE / I -BRACE DETAIL
STDTL09WITH2XBRACEONLY
A-1 ROOF TRUSSES
4451 ST, LUCIE BLVD,
FORT PIERCE, Ft. 34N6
712-409-1010
Z-TES-
r-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACINJ
S IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90*/ OF WEB LENGTH.
HIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS T1
ONTINUOUS LATERAL BRACED WEBS.
NAILING PATTERN
AIL SPACING
2X4 OR 2X6 OR 2X8
OF T-BRACE [-BRACE (ONNOTENAILALONGENTIRELENGTH,7= TWO-PLY TRUSSES NAIL TO BOTH PLIJES) BRACE
SIZE FOR ONE -PLY TRUSS SPECIFIED
CONTINUOUS ROWS OF LATERAL
BRACING WEB
SIZE 1 2 2X3
OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6
2X6 T-BRACE 2X6 I -BRACE 2X8
2X8 T-BRACE 2X8 I -BRACE BRACE
SIZE FOR TWO-PLY TRUSS SPECIFIED
CONTINUOUS ROWS OF LATERAL
BRACING WEB
SIZE 1 2 2X3
OR 2X4 2X4 T-BRACE 20 I -BRACE 2X6
2X6 T-BRACE 2X6 I -BRACE 2X8
2X8 T-BRACE 2X8 I -BRACE T-
BRACE I -BRACE MUST BE SAME SPECIES AND
GRADE (OR BETTER) AS WEB MEMBER. NAILS
NAILS WEB (
WEB
NAILSI -
BRACE T-BRACE SECTION
DETAILS
FEBRUARY 17,2017 WASHITIT
a
TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEME'
2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 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 34446 NOTE 2: STRONG13ACK 13RACING ALSO SATISFIES THE LATERAL 13RACING REQUIREMENTS FOR THE772-4(KJ-1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS
FROM END TO ENO, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY
CONNECTED, BY OTHERS, AT THE ENDS.
KIM
mwalummuffilliffiffRmilgin
I i '
mrillms"
momfolliffillimm
ATTACH TO VERTICAL \ATTACH TO VERTICAL
WEB WITH (3) - 10d SCAB WITH (3) - 10d
NAILS (0.131' X X) NAILS (0,131' X 3)
ATTACH TO VERTICAL
WEB WITH (3) - 10d
NAILS (0.131' X 3')
ATTACH TO VERTICAL
SCAB WITH (3) - 10d
NAILS (0.131' X 3.)
DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE D A
CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0131' X 3')
EQUALLY SPACED,
ALTERNATE METHOD OF SPLICING:
OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) -
10d NAILS (0,131' X 3') STAGGERED AND EQUALLY SPACEO (TO BE USED ONLY
WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL).
INSERT WOOD SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (00 NOT
USE DRYWALL TYPE SCREWS)
ATTACH TO CHORD
WITH (2) #12 X 3'
WOOD SCREWS
0216' DIA.)
w=
FERRUARY 17, 017 LATERAL TOE -NAIL DETAIL STDTLI
A-1 ROOF TRUSSES
4451 $7. LUCIE BLV€ ,
FORT PER E, € G, 34446
772-4 -1010
SUPPORT1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER
AND MUST HAVE FULL WOOD
THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS
a 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 SMEAR VALUES
PER NOS 2001 LB/NAIL)
DIA SP OF HE SPF SPF-S
131 88.0 50.6 69.9 6&4 59.7
z A 35 93.5 85.6 74.2 716 63.4
iy 12 108.8 9.6 86.4 5.5 73.8
128 74.2 67.9 58.9 57.6 50.3
131 75.9 69.5 60.3 59.0 511
cs 148 81.4 74.5 64.6 63.2 52.5
rt
THIS OETAIL I NASPOLE TO
HE T6fPEE ENON BELOW.
SINEVIEW X3)
P NAILS NEAR
SIDE NEAR
SIDE VALUES
SHOWN ARE CAPACITY PER TOE -NAIL.. SIDE VIEW APPLICABLE
DURATION OF LOAD INCREASES MAY BE APPLIED. (2X4) 3 NAILS EXAMPLE: [
NEAR SIDE 3) -
I6d NAILS (DA62' CIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD NEAR FDR
LOAD DURATION INCREASE OF 1.15: I
Im
Im SIDE
VIEW 2X3)
P NAILS L
DE
DE
DE
DE
Em
DT
TOE -NAIL WITHOF AWAL VALUES
PER NOS 2 (LB/NAIL)
IA. SP OF NF SPF SPF-5
L
z 131 59 46 32 30 200
4813560 33 30 20
Al ROOF TRUSSES ITT4451ST, LUCIL BLVD. 162 72 58 39 37 25
FORT PIERCE, FL 34946
I72AO491 10
A28 54 42 28 27 19
1 z
131 55 43 29 28 1
Lu
I 148 62 48 34 31 21
120 51 39 27 26 17
THIS DETAIL SMALL BE USED FOR A CONNECTION z 128 49 38 26 25 17
RESISITING UPLIFT FORCES ONLY. BUILDINGS DESIGNER
IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. 131 51 39 27 26 17
0 148 57 44 31 28 20
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 ENO AS SHOWN.
B. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION,
VALUES SHOWN ARE CAPACITY PER TOE —NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE.
3) •- 16d NAILS (0a162' DIA. X 3: `) WITH SEE SPECIES TOP PLATE
FOR WINO DOL OF 1.33:
3 (NAILS) X 37 (LB/NAIL) X L33 UIDL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
FOR WINO DOL OF L60.
3 (NAILS) X 37 (LB/NAIL) X IZO (DOL FOR WINO) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (I77 LBS) BUILDING
DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION.
USE (3) TOE —NAILS ON 2 4 BEARING WALL
USE (4) TOE —NAILS ON BXG BEARING, WALL
NEAR SIDE am
m
SIDE VIEW END VIEW
FEBRUARY 5, 2! TYP 2 2 NAILER ATTACHMENT TI TLI 3
Aow
munam 2x2 NAILER ATTACHMENT
Mom
wammowwwom
ONNOW GENERAL SPECIFICATIONSMONOW
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD,
FORT PIERCE, FL 34946 MAX LOAD- 55 psf Roof Load, 170 mph, ASCE
772-409-1 q1 q
Mean — a
r " Height, Exp. B, r D.
April 11, 2016 TYPICAL ALTERNATE BRACING DETAIL STDT1,14IFCCEXTERIORFLATGIRDERTRUSSI
4) 12d
TRUSS 2411 O.C.
UPLIFT CONNECTION
SEE ROOF TRUSS)
oil 0
12
VARIES
MAX 3011(21-611)
2x6 #2 SP (Both Faces)
2411 O.C.
SIMPSON H5
A,)thony 7, Tkm, "oo M, PA",
9
st, NL"-4, v 'd
101A I 1W, f, Fj 3"'q16
STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND
ERA 17, Q17 DAMAGED OR MISSING CHORD SPLICE PLATES r
TOTAL NUMBER MAXIMUM FORCE (LBS) 15LOAD DURATION OF
NAILS EACH X SIDE
OF BREAK (INCHES) SP OF SPF HF 2X4
2X6 2X4 2X6 24 2X6 2X4 2X6 2X4 2X6 20
30 24' 1706 2559 1561 2342 1325 1980 1352 2028 A-
1 ROOF TRUSSES 4451
ST. LME BLVD, 26 39 35" 194 3291 2007 3511 1697 2546 1738 2608 FORT
FIERCE, FL 54946 r
2-4I»-1a10 32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187 38
57 42" 3169 4754 2900 4350 2451 3677 2511 3767 44
66 W3657 5485 3346 5019 2829 4243 2898 4347 DIVIDE
EQUABLY FRONT AND BACK ATTACH
BX_ SCAN 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 X6) SPACED 4' O.C. AS SHOWN (.131' OIA. X 3'). STAGGER
NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET B' O.C. SPACING IN THE
MAIN MEMBER. USE A MIN. 3' MEMBER ENO DISTANCE. THE
LENGTH OF THE BREAK (C) SHALL NOT EXCEED 1 '. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE
MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C 10d
NAILS NEAR SIDE 10d
NAILS FAR SIDE DO
NOT USE REPAIR FOR ,JOINT SPLICES 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 REQUIRE(). WHEN THE
REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING
THE LOADS INDICATED. 2.
ALL MEM13ERS MOST BE RETURNED TO THEIR ORIGINAL .. 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 STHIS
REPAIR IS TO BE USED r•ORIENTATION BROKEN 6.
THISREPAIRISLIMITEDTOMEMBERS. SIN\" lag &
WWRAMI
mmll
Initial
a
STDTL16
Owl
TRUSS CRITERIA.
LOADING. 40-10-0-I0
DURATION FACTOR: LIS
SPACING* 24' O.C.
TOP CHORD: 2X4 OR 2X6
PITCH. 4/12 - 12/12
HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL
ENO SEARING CONDITION
NOTES:
1. ATTACH 2X_SCAB (MINIMUM #2 GRADE SPF, HE, S, OF) TO ONE FACE OF TRUSS
WITH TWO ROWS OF TOM COMMON WIRE NAILS 048' DIA. X 3") SPACED 6' O.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.
f \ SC
NOTE: TRUSS BUILT WITHOUT AN OVERHANG, THIS DETAIL IS NOT TO BE USED
WHEN OVERHANG HAS BEEN BROKEN OFF.
h1F' 'TANT,
THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 409 SPACED 2 '
O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD
LOADS NOT EXCEEDING 50 PSE.
TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY.
REFER TO INDIVIDUAL TRUSS OESI
SIDES AND LUMBER GRADESFOR, PLATS . ._.._ .. ... ,..._„ .....
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15 lightyears, Inc
776 Bennett Drive
Ill 11, wo**, Floiil:4,2, 32750
0
1111 - W—W
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15 lighityears
1111I SEUMUMS=
Prescriptive, Performance, and Energy Rating Index (ERI) paths
AMC" 0 MW1jL#Lj=#ttr4-•COMA•
that you will require. Tim Smith (407)-951-3236 tsmith@151ightyears.com
Timothy`irillth
15 Lighlyears, 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
Envelope Leakage Test Report(Blower Door Test)
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
to information
M
in
City: 10—
ii: eState x—' I Zip: 7,
Air Leakage Test ReSURS Passing results must meet either the Performance, Prescriptive, or ERI Method
X 60 7 je' 'e5 '7 L
CFM(50) Building Volume ACH(50) 0 Retrieved from architectural plans
E] PASS (Mechanical Ventilation is not required) _Q Code software calculated
E] PASS (With) Mechanical Ventilation) 0 Field measured and calculatedElFAIL
R402,4.1.2 Testing. Testing shall be conducted in accordance with ANSURESNEVICC 380 and reported at a pressure or 0,2 inch wg, (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)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided
to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During
testing-, 1
Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control
measures, 2,
Dampers including exhaust, intake, makeup air, 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.
Exterior doors for continuous ventilation systems and hear 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 thetest, shall be fully open, Testing
Company Company
Name: _15ightyar, 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. Kyle Higgins License/
Certification #- BHEDTG — Issuing Authority: RESNET
Duct Leakage Test Report
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Jurisdiction: Permit :
joblnEformaionnon-E Builder: Community!
1) Lot: Address: Unit.
Z State:
zip:
KL 7Duct Leakage
Test Results System 1
Prescriptive Method
cfm25 (Total) Q 7cfm25
CIMZ-'3iTo qualify as "substantially leak free" Can Total must be less than or System 2
equal to 0.04 if air handler unit is installed. If air handler unit is not cfm25 installed,
Qn Total must be less than or equal to 0.03, This testing System 3
method meets the requirements in accordance with Section R403.3.3, cfm25 I
i Is theairhandlerunitinstalledduringtesting? E] YES ,) E]NO Sum ofanyadditionalsystems
cfm25 Total of
all 1AC>erformance / ERI Method cfm25 (Out or Total) systems cfm25
To qualify
using this method, Qn must not be greater than the 2 e2, -
0Qinproposed duct leakage Qn specified on Form R405-2017 or R406-2017, Total of all
Total Conditioned systems Square Footage
Leakage Type selected on Form Qn specified on Form R405-2017 R405-20 i
7 (Energy Ca1c) or R406-2017 (Energy Catc) or R406-2017 OASS DFAIL 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)(f), (g) or (i), Florida Statutes. Testing Company Company
Name: -15
Lighty rs, inc Phone: 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 Test: Printed Name of
Tester* Kyle Higgins License/Certification #- BHEDTG -
Issuing Authority: RED
Certificate of AchievemenL
Kyle Higgl'nj
HAS MET THE STANDARD REQUIRED BY RESNET, AS A
CERTIFIED RATING FIELD INSPECTOR
Certification Date: November 11, 2018
Certification Expires: November 11, 2021uw
Tim Smith,
RESNET Quality Assurance Designee
0 115lightyears
RESNET QA Provider # (1998-199)