HomeMy WebLinkAbout3889 Crawley Down Lp 18-205; ELECTRICALCITY OF SANFOR1
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: I
Documented Construction Value;
Job Address:_
Historic District: Yes El No
Parcel ID:
Residential 11 Commercial
Type of Work: New Addition Alteration El Repair El Demo El Change of Use El move 0It
Description of Work:
Plan Review Contact Person: Title:
Phone: Fax: Email:
Property Owner Information
Name
Phone:
Street:
Resident of property?
City, State Zip:
Contractor information
Name--" Phone:
Street:
Fax:
City, State Zip: State License No,:
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST HERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU MEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT,
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constructioninthisjurisdiction. I understand that a separate pertnit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc.
FKC 105.3 Shalt be inscribed with the dart of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code
Revised: Junc 30, 201,S
Permit Applicatim
C3
M-211C—E: In addition to the, requirements of this permit, there may be additional restrictions applicable to this Property that may befoundinthepublicrecordsofthiscounty, and there may be additional Permit, required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies,
Acceptance of permit is verification that I will notify the owner ofthe property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of it plan review fee at the time ufPermit submittal. A copy ofthe executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figur tru
d based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance, 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 willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning.
Signature ofow'net/Agent Da tc
Print OwncrAgent's Name
Signature of tw711
Owner/Agent is -- Personally Known to Me or
Produced ID __ Tyke of ID, __
1-1: o f C 1 - I .
Prtnt;ontracturt`Agcnt's Name
Signature of Notary-Statc of Ftun(t3 [)are
PAMELA S rERNUS
Cornnvssion # GC 110622
Expires August 7, 2021
Contractor/Agent\J,s'—><'.- Personally Known to Me or
Produced ID Type of ID
LRELONN' IS FOR OFFICE USE ONLY
Permits Required: Building El Electrical n Mechanical E] PlurribingE] ciasE] Roof E]
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes E] No [] # of Heads ---- Fire Alarm Permit: Yes [] No
APPROVALS: ZONING: UTILITIES: WASTE WATER:
ENGINEERING: ---- FIRE: BUILDING:
COMMENTS:
kelvised: June 30, 2015
Pemut Application
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
M
Application
Documented Construction Value: $
Job Address: Historic District: Yes 0 No
Parcel ID: Residentiac Commercial
Type of Work: New)) U-) AdditionEl AlterationEl RepairEl Demo[] ChangeofUseEl Move
1'
Description of Work; P um in -,, New Residential Constructioff—
Plan Review Contact Person: Jamie Blackwell
Phone: 407-323-7515 Fax: 407-323-8954
Title: Clerical
Property Owner Information
Name Phone.
Street: Resident of property?:
City, State Zip:
Contractor Information
Name Advantage Plumbing Inc. Phone: 407-323-7515
Street: PO Box 1117
Fax. 407-323-8954
City, State Zip: Sanford, FL 32772 State License No.: CF-0057881
Architect/Engineer Information
Name. Phone:
Street: Fax:
City, St, Zip: E-mail:
Mortgage Lender:
1; ';t! ... 1_
J WIN111i UIF-I'va 17111111 a WE#
1.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: "Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NQ—UQ: in addition to the requirements of thus Pcrm'4 them may be additional restrictions applicable to this property that may befoundinthePublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies.
Acceptance of permit is verification that I Will notify the owner of the property of the rcquirements of Florida Lion 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, inaccordancewithlocalordinance. 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,
Sipahlm Of0waaMicirt "
Print Ownar/Agent's Name
Date Sipature Of Conft"ii /2aft
Signature pf Wotaty-State of Florida ' Date
Owner/Agent is _ Personally Known to Me
or Produced ID — Type of ID
A. Thorny Smith
Print CannutodAgent 3 Nam
f ,
IA!
IOUI
itNOTARY PUBLIC
STATE OF FLORIDA
Expires W112021
Cam* GG13W9
Contractor/Agent is X Personally Known to Me or
Produced ID_ Type of 9) -
Permits Required: Building [] Electrical E] Mechanical[] plumbingE] Gas[] Roof []
Construction Type: Occupancy Use: ---- Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load:
n #
of Stories:
New Construction- Electric - # of Amps___----,---- . ......... - Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes [:] No n # of Heads Fire Alarm Permit: Yes Q No E]
APPROVALS: ZONING: UTILITIES:
I WASTE WATER:
ENGINEERING: FIRE: BUILDING:
COAV"NTS:
Revised: June 30, 2015
A{ tlicatioq
REQUIRED INSPECTION SEQUENCE
RYAN HOMES SFR DETACHED
Permit #
BUILDING PERMIT
Min Max Inspection Description
10 Form board / Foundation Survey
10 Slab / Mono Slab Prepour
20 Lintel / Tie Beam / Fill / Down Cell
30 Sheathing — Walls
30 Sheathing — Roof
30 50 Final Window
40 Roof Dry In
50 Frame
60 Insulation Rough In
70 Drywall / Sheetrock
40 70 Lath Inspection
50 1000 Final Roof
50 1000 Final Stucco / Siding
80 1000 Insulation Final
1000 Final Single Family Residence
Address:
ELECTRICAL PERIVII I
Min Max Inspection Description
10 Electric Underground
10 Footer / Slab Steel Bond
20 30 Temporary Underground Power (TUG)
30 Electric Rough
1000 Electric Final
Min Max Inspection Description
10 Plumbing Underground
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
REVISED: June 2014
KU
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lotl 18KensingtonReserveDoralCGRNW Builder Name: Ryan Homes
Street: 3889 CRAWLEY DOWN LOOP Permit Office: SANFORD
City, State, Zip: SANFORD, FL, 32773 Permit Number: 2 9 0 5
Owner: Jurisdiction: 6#51
Design Location: FL, Orlando County: Seminole (Florida Climate Zone 2)
1. New construction or existing New (From Plans) 9. Wall Types (2380.0 sqft.) Insulation Area
2. Single family or multiple family Single-family
a, Frame - Wood, Exterior R=13.0 1120.00 ft2
b. Concrete Block - Int Insul, Exterior R=41 886.67 ft2
3. Number of units, if multiple family 1 c. Frame - Wood, Exterior R=1 1.0 373,33 ft2
4. Number of Bedrooms 3 d. N/A R= ft2
10, Ceiling Types (1887.0 sqft.) Insulation Area
5, Is this a worst case? No a, Under Attic (Vented) R=38.0 1887.00 ft2
6. Conditioned floor area above grade (ft2) 1887 b. N/A R= ft2
c. N/A R= ft2
Conditioned floor area below grade (ft2) 0
11. Ducts R ft2 T
Windows(256.9 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 377A a,
U-Factor: Dbl, U=0.35 187,94 ft2 SHGC:
SHGC=0.29 b.
U-Factor: Dbl, U=0.62 64.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC:
SHGC=0.29 a.
Central Unit 34,8 SEER:15.00 c.
U-Factor: Dbl, U=0.34 5,00 ft2 SHGC:
SHGC=0,31 13. Heating systems kBtu/hr Efficiency d,
U-Factor: N/A ft2 a. Electric Heat Pump 32.6 HSPF:8.50 SHGC:
Area
Weighted Average Overhang Depth: 3.491 ft. Area
Weighted Average SHGC: 0,290 14. Hot water systems a.
Electric Cap: 50 gallonsEF: 8, Floor Types (11887.0 sqft,) Insulation Area 0.950 a.
Slab -On -Grade Edge Insulation R=0.0 1502.00 ft2 b. Conservation features b.
Floor over Garage R=19.0 385.00 ft2 None c.
N/A R= ft2 15. Credits Pstat Glass/
Floor Area: 0.136 Total
Proposed Modified Loads: 58.88 PASS TotalBaselineLoads: 62.56 I
hereby certify that the plans and specifications covered by Review of the plans and N -fthis
calculation are in complianc ith the Florida Energy Code.
specifications
covered by this indicates
calculationcompliance with
the Florida Energy Code. PREPARED
BY: Before construction is completed DATE: __ -------
6--47J-8-,,-SzottPratt--...--,--- this building will be inspected for compliance
with Section 553.908 I
hereby certify that this buildinql as 54?fined, is in compliance Florida Statutes. with
the Florida Energy Cotd dOWNER/
AGENT:- 6/
5/2018 BUILDING
OFFICIAL: DATE:
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 7.00 ACH50 (R402.4.1.2). 6/
4/2018 5:37 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5
I FnPM R40.5-9017
PROJECT
Title: Lotl 18KensingtonReserveDor Bedrooms: 3 Address Type: Street Address
Building Type: User Conditioned Area: 1887 Lot # 118
Owner Name: Total Stories: 2 Block/Subdivision: KENSINGTON
of Units: 1 Worst Case: No PlatBook:
Builder Name: Ryan Homes Rotate Angle: 0 Street: 3889 CRAWLEY DOW
Permit Office: SANFORD Cross Ventilation: No County: Seminole
Jurisdiction: 691500 Whole House Fan: No City, State, Zip: SANFORD,
Family Type: Single-family FL , 32773
New/Existing: New (From Plans)
Comment:
CLIMATE
Design Temp Int Design Temp Heating Design Daily Temp
V Design Location TMY Site 97,5% 2.5% Winter Summer Degree Days Moisture Range
FL, Orlando FL-ORLANDO-INTL-AR 41 91 70 75 526 44 Medium
BLOCKS
Number Name Area --volume
1 Blockl 1887 17549A
SPACES
Number --- Name Area -_ Volume- Kitchen Occupants ---Bedrooms Infil-l-D Finished Cooled Heated
1 Main 1887 17549.1 Yes 4 3 1 Yes Yes Yes
FLOORS
ft Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Floor over Garage Main ---- ---- 385 ft2 19 0A3 0 0.87
2 Slab -On -Grade Edge Insulatio Main 95ft 0 756 ft2 0.45 0 0.55
3 Slab -On -Grade Edge Insulatio Main 66 ft 0 746 ft2 0 0 1
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
V # Type Materials Area Area Color Absor. Tested Tested Insul. deg)
1 Hip Composition shingles 2044 ft2 0 ft2 Medium 0.85 N 0.85 No 0 22.6
ATTIC
V# Vent RBS IRCCTypeVentilationRatio (1 in) Area
1 Full attic Vented 300 1887 ft2 N N
6/4/2018 5:37 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5
FORM R405-2017
CEILING
Ceiling Type _ _ Space R-Value Ins Type Area Framing Frac Truss Type
1 Under Attic (Vented) Main 38 Blown 1887 ft2 0.11 Wood
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
C Orut-_moo A(all-TypeT _.__
Space R-Value FFi. lrl _ Ft In _.__ Area-R--Vatue F aation___Absor--..Grad
1 SW Exterior Frame - Wood Main 13 40 0 8 0 320.0 ft2 2 0.25 0.9 0
2 SW Exterior Concrete Block - Int Insul Main 4.1 21 0 9 4 196.0 ft2 0 0 0.6 0
3 NW Exterior Frame - Wood Main 13 30 0 8 0 240.0 ft2 2 0.25 0.9 0
4 NW Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ft2 0 0 0.6 0
5 NE Exterior Frame - Wood Main 13 40 0 8 0 320.0 ft2 2 0.25 0.9 0
6 NE Exterior Concrete Block - Int Insul Main 4.1 35 6 9 4 331.3 ft2 0 0 0.6 0
7 SE Exterior Frame - Wood Main 13 30 0 8 0 240.0 ft2 2 0.25 0.9 0
8 SE Exterior Concrete Block - Int Insul Main 4.1 30 0 9 4 280.0 ft2 0 0 0.6 0
9 Exterior Frame - Wood Main 11 40 0 9 4 373.3 ft2 0 0.23 0.01 0
DOORS
Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 NW Insulated Main None 25 3 8 24 ft2
2 Wood Main None 25 2 8 16 ft2
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall Overhang
Ornt ID Frame _ Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening
1 SW 1 Vinyl Low-E Double Yes 0.35 0.29 N 8.0 ft2 1 ft 0 in 0 ft 11 in None Exterior 5
2 SW 1 Vinyl Law-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in Oft 11 in None Exterior 5
3 NW 3 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft2 1 ft 0 in 3 ft 0 in None Exterior 5
4 NW 3 Vinyl Law-E Double Yes 0.35 0.29 N 9.0 ft2 1 ft 0 in Oft 11 in None Exterior 5
5 NE 6 Vinyl Low-E Double Yes 0.35 0.29 N 16.2 ft2 1 ft 0 in 10 ft 8 in None Exterior 5
6 SE 7 Vinyl Low-E Double Yes 0.34 0.31 N 5.0 ft2 1 ft 0 in 0 ft 11 in None None
7 SE 7 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft2 1 ft 0 in 0 ft 11 in None Exterior 5
8 SE 8 Metal Low-E Double Yes 0.62 0.29 N 64.0 ft2 11 ft 0 in 0 ft 4 in None Exterior 5
9 NW 3 Vinyl Law-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 3 ft 6 in None Exterior 5
10 SE 8 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 1 ft 0 in 10 ft 8 in None Exterior 5
11 SW 2 Vinyl Law-E Double Yes 0.35 0.29 N 32.4 ft2 1 ft 0 in 10 ft 8 in Drapes/blinds None
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 452 ft2 452 ft2 48.1 ft 8.5 ft 1
6/4/2018 5:37 PM EnergyGaugeD USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5
I FORM R405-2017
INFILTRATION
Scope Method SLA CFM 50 ELA EqLA ACH ACH 50
1 Wholehouse Proposed ACH(50) 0004114 2047.4 112.4 211.38 .3718 7
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump/ Split HSPF:8.5 32,6 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
I Central Unit/ Split SEER: 15 34.8 kBtu/hr 0 cfm 0.75 1 sys#1
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert ft Company Name System Model # Collector Model # Area Volume FEF
None None ft'
DUCTS
Supply ---- Return ---- Air CFM 25 CFM25 HVAC #
Location R-Value Area Location Area Leakage Type Handier TOT OUT QN RLF Heat Cool
1 Attic 6 377.4 ft Main 94,35 ft Default Leakage Mai6 (Default) (Default)
TEMPERATURES
Prograrnable Thermostat: Y Ceiling Fans:
Cooling Jan Feb Me,
Hea Jan FebMarH p, AprA
M
May rl JunMay Julug rl Sep j OctJunJulAugSrl xl H
NNovHDDec,
XVanJanFebX Mar Apr May Jun Jul Aug Sep Oct X Nov Dec
6/412018 5:37 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5
FORM R405-2017
Thermostat Schedule: HERS 2006 Reference
Schedule Type 1 2
Cooling (WD) AM 78 78
80
Cooling (WEH) AM 78 78
PM 78 78
Heating (WD) AM 66
PM 68 68
Heating (WEH) PM 66 66
68 68
Hours
3 4 5 6 7 8
78 78 78 78 78 78
78 78 78 78 78 78
78 78 78 78 78 78
78 78 78 78 78 78
66 66 66 68 68 68
68 68 68 68 68 68
66 66 66 68 68 68
68 68 68 68 68 68
9 10 11 12
88787878
78 78 8 878787878
68 68 66 66
6/4/2018 5:37 PM EnergyGaugeCQR USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5
F[)RMR405-2017
N u LEVELUU»0 K U d` (EPL)
N N CARDNN DISPLAY *&N N«
ESThe lower the EnergyPerformance Index, the more efficient the home.
TIMATED ENERGY PERFORMANCE INDEX* =q4
3889CRAWLEYDOWN LOOP, SANR]RO,FL, 32773 1.
New construction mexisting u.
Single family u,multiple family o,
Number munits, nmultiple family Number nvBedrooms
5. Is
this a worst case? n. Conditioned
floor area (W) 7. Windows—
ooxcxvuvn e. u'
pomor ou|.u~o.ao SHsc S*
sn~o.oa u. U'
Famoc oW.u=o sz ensC: sneo=
u cn c u'
Famoc om.u=n.x* aHoo: snoo=
0.31 u u-
Fpcmc wm a*sC:
Area Weighted
Average Overhang Depth: Area Weighted
Average SHGC: New (From
Plans) y Wall Types Single-family-
family a Frame
vvoou' Exterioru, u.Concrete
Block -m/m,m|.Exterior c.Frame '
Wood, Exterior u wm
1n Ceiling
Noa. Under
Attic (Vented) 1887 u.
wm Area c,
nm
1u^W
1 oun
a. Sup:
Attic, net: Main, ^m:Main o4.o
ft' 1z.Cooling
systems 500 ftz
a. Central Unit o. Floor
Types Insulation p.alab-
on-omuoEdge Insulation n=ou u.Floor over
Garage *=1eo c.wm n~
ft2 m.Heating
systems
a.e umuHo
Pump a 4o1 oom
Area 1f,
Hot
water systems 00000n, o. E|
eumu nonuon" u. Conservation
features
ft2 None 15.
Credits
oortify
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. OtheDol, a new EPL Display Card will be completed based on installed
Code complia t Tfees Builder Signature:
Date: 6/5/2018 Address of New
Home: 3889 Cra_ own Lo City/FL Zip: 32773 Insulation Area n=
13.0
1120.00n" 13=41 e86oft'
R=110 37133n"
e= fl,2
Insulation Area e=
oeo 1887o0n`
n= n` n~
x` nr
u orr.^
xotvm,
Efficiency xemm,
Efficiency ozo
HapF:o
no Cap: nogallons Note:
This ionot
eBuilding Energy Rating. (fyour Index iebelow 7O.your home may qualify for energy efficient mortgage (EEyW)incentives ifyou obtain aFlorida EnargyGaugeRating.
Email EnergyGougetech support ed tech support@energygauge.com or see the EnergyGauge web site at
energygauge.com for information and a list of certified Raters, For information about the Florida Building Code, Energy
Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.
3 of the Florida
Building Code, Energy Conservation, if not DEFAULT. 6/4/20185:37pM en*rgyse"nv@unx noRauoon ' Section n400,
4,11 Compliant Software Page 1w1
Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandatory Requirements for Residential Performance, Prescrietive and ERI Methods
3889 CRAWLEY DOWN LOOP Permit Number:
SANFORD, FL, 32773
MANDATORY REQUIREMENTS See individual code sections for full details.
SECTION R401 GENERAL
R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD.
R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.4.1 through R402.4.5.
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402.5.
R402*11 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4,1.2. The sealing
methods between dissimilar materials shall allow for differential expansion and contraction,
R402.4.1.1 Instal lationThe components of the building thermal envelope as listed in Table R4024.1.1 shall be installed in accordance
with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required
by the code official, an approved third party shall inspect all components and verify compliance.
R402.4,11.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals), Testing shall be conducted by either
individuals as defined in Section 553,993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or
an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended
weatherstripping or other infiltration control measures,
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond
intended infiltration control measures.
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open,
R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where
using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the
fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
R402.4.3 Fenestration air leakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per
square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or
AAMA/ WDIVIA/CSA 101/i.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer,
Exception: Site -built windows, skylights and doors.
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MANDATORY REQUIREMENTS - (Continued)
R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to
open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or
enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements
of Table R402,1 .2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be
fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403, The combustion air duct shall be insulated where it
passes through conditioned space to a minimum of R-8.
Exceptions:
Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential.
R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2.0 cfm (0,944 L/s) 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.
SECTION R403 SYSTEMS
R403.1 Controls.
R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load,
R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section
C403,2,9,2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or
7), Florida Statutes, or individuals licensed as set forth in Section 489, 1 05(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in
accordance with Section R403.3.3,
R403.3.2.1 Sealed air handier. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent
of the design airflow rate when tested in accordance with ASHRAE 193,
R403.3.3 Duct testing (Mandatory), Ducts shall be pressure tested to determine air leakage by one of the following methods:
Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the
manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the
entire system, including the manufacturer's air handler enclosure, Registers shall be taped or otherwise sealed during the
test.
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 oC)
or below 55°F (1 3*C) shall be insulated to a minimum of R-3.
R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that
caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause
degradation of the material. Adhesive tape shall not be permitted.
R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in
accordance with Section R403.5, 1.1 . Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1 .2.
Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible.
R403,5.1 .1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return
pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited.
Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the
occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and
when there is no demand for hot water.
R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 5151 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.
6/4/2018 5:38 PM EnergyGauge@ USA - FIaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 '/ inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage tank.
R403.5.6 Water heater efficiencies (Mandatory),
R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature
setting range shall be from 100°F to 140°F (38oC to 60oC).
R403.5.6.1,2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to
electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of
combustion types of service water -heating systems to be turned off,
R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404,2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate
water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1.
R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with (SO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar
water -heating systems should meet the following criteria:
1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating,
R403.6,11 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403,6. 1.
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor.
R403.6.2 Ventilation air. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6. 1.
1 The design air change per hour minimums for residential buildings in ASHRAE 62,2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications,
2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas.
3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-1 1 and the ceiling shall be insulated to a minimum of R-1 9, space permitting, or R-1 0
otherwise.
R403.7 Heating and cooling equipment (Mandatory).
R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and
indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that
affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such
as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency
rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed.
TABLE R403.6.1
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATION AIRFLOW RATE MINIMUM
CFM)
MINIMUM EFFICACY aAIRFLOW
CFM/WATT)
RATE MAXIMUK/
CFM)
Range hoods Any 2.8 cfm/watt Any
In -line fan Any 2.8 cfm/watt Any
Bathroom, utility room 10 1.4 cfm/watt 90
Bathroom, utility room 90 2.8 cfm/watt An
For SI: 1 cfm = 28.3 L/min. a, When tested in accordance with HVI Standard 916
6/4/2018 5:38 PM EnergyGauge(D USA - FlaRes20117 - FBC 6th Edition (2017) Complia Page 3 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less
than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's
expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb
temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded
performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature.
Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
1 Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
2.
When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of
equipment may be sized in accordance with good design practice.
R403.7.1.2 Heating equipment capacity.
R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section
R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if
the design heating load is 1.15 times greater than the design cooling load,
R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.7.1.
R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403,7.1,
R403.7.1,3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment 'sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
A variable capacity system sized for optimum performance during base load periods is utilized.
R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403.
R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building,
shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (1 O'C), and no
precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4,8C),
R403.1 0 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403. 10.1 through R403.10.5.
R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation
of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots.
R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule
shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on -site renewable generation.
R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at
the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered
energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required.
R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal
efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21,56. Pool
heaters fired by natural or LP gas shall not have continuously burning pilot lights.
6/4/2018 5:38 PM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5
R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
R403.11 Portable spas (Mandator%e energy consumption of electric -powered portable spas shall be controlled by the
requirements of APSP-14.
SECTION R404
ELECTRICAL POWER AND LIGHTING SYSTEMS
R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps.
Exception: Low -voltage lighting.
R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights.
6/4/2018 5:38 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5
FORM R405-2017
RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST
Florida Department of Business and Professional Regulation
Simulated Performance Alternative (Performance) Method
Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the
residential Simulated Performance Method shall include:
0 This checklist
0 A Form R405 report that documents that the Proposed Design complies with Section
R405-3 of the Florida Energy Code. This form shall include a summary page
indicating home address, e-ratio and the pass or fail status along with summary
areas and types of components, whether the home was simulated as a worst -case
orientation, name and version of the compliance software tool, name of individual
completing the compliance report (one page) and an input summary checklist that can
be used for field verification (usually four pages/may be greater).
0 Energy Performance Level (EPL) Display Card (one page)
0 HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7
0 Mandatory Requirements (five pages)
Required prior to CO for the Performance Method:
0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 -
one page)
0 A completed Envelope Leakage Test Report (usually one page)
0 If Form R405 duct leakage type indicates anything other than "default leakage", then a completed
Form R405 Duct Leakage Test Report (usually one page)
6/4/2018 5:37:04 PM
EnergyGauge@ - USRCSB v6.0
Page 1 of 1
Manual S Compliance Report Job: Lot1l8lKensingtonlReser
wrightsoft', Date: 08/31/2016
Entire House By: imi
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIII.COM
For: Ryan Homes
3889 CRAWLEY DOWN LOOP, SANFORD, FL32773
Design Conditions
Outdoor design DB: 92.5°F Sensible gain: 26855 Btuh Entering coil DB: 77.4°F
Outdoor design WB: 76.2°F Latent gain: 4577 Btuh Entering coil WB: 63.6°F
Indoor design DB: 75.0°F Total gain: 31432 Btuh
Indoor RH: 50% Estimated airflow: 1160 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASH P
Manufacturer: Goodman Mfg, Model: GSZ140361K+ASPT47D14A
Actual airflow: 1160 cfm
Sensible capacity: 29882 Btuh 111% of load
Latent capacity: 4827 Btuh 105% of load
Total capacity: 34708 Btuh 110% of load SHR: 86%
Design Conditions
Outdoor design DB: 42.3°F Heat loss: 23294 Btuh Entering coil DB: 69.2°F
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASH P
Manufacturer: Goodman Mfg, Model: GSZ140361K+ASPT47D14A
Actual airflow: 1160 cfm
Output capacity: 32600 Btuh 140% of load Capacity balance: 34 OF
Supplemental heat required: 0 Btuh Economic balance: -99 OF
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 1160 cfm
Output capacity: 7.9 kW 116% of load Temp. rise: 50 OF
Meets all requirements of ACCA Manual S.
wrightsoft* 2018-Jun-04 17:27:52
A Right-SulteG Universal 2018 18.0.13 RSU23828 Page I
OralcGRNW\Lot118KensingtonReserveDoralCGRNW,rup Cale = MJ8 House faces: NW
WC 9I1tSt)f® Component Constructions Job: Lot118KensingtonReser
Date: 08/31/2016
Entire House By: imi
DEL -AIR HEATING & AIR CONDITIONING
531 GODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DFLAIR.COM
For: Ryan Homes
3889 CRAWLEY DOWN LOOP, SANFORD, FL 32773
Design Conditions
Location: Indoor: Heating Cooling
Orlando/Jetport, FL, US Indoor temperature (IF) 70 75
Elevation: 105 ft Design TD (OF) 28 18
Latitude: 280N Relative humidity (%) 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8
Dry bulb (IF) 42 93 Infiltration:
Daily range (OF) - 16 (M) Method Simplified
Wet bulb (OF) - 76 Construction quality Average
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions Or Area U-value Insul R Htg HTM Loss CIg HTM Gain
W BtuhV-*F W-IF/13tuh Btuh/V 8tuh BtuhW Btuh
Walls
12C-2sw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int
fnsh, r-2 ext bd ins, 2"x4" wood frm, 16" o.c. stud
Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh
Partitions
126-Osw: Frm wall, r-11 cav ins, 1/2" gypsum board int fnsh, 2'W"
wood frm, 16" o.c. stud
Windows
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1
ft overhang (6.3 ft window ht, 10.67 ft sep.); 6.67 ft head ht
2B-2fm: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (1.25 ft
window ht, 0.92 it sep.); 6.67 it head ht
213-2fm: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; I
ft werhm 15 ft window ht 0 02 ft - 1* A 67 ft head ht
ne 320 0.081 15.0 2.24 718 2.34 748
se 205 0.081 15.0 2.24 460 2.34 479
sw 297 0.081 15.0 2.24 666 2.34 695
nw 186 0.081 15.0 224 417 2.34 435
all 1008 0.081 15.0 2.24 2262 2.34 2357
ne 315 0.201 4.1 5.57 1753 5.29 1667
se 183 0.201 4.1 5.57 1020 5.29 970
sw 163 0.201 4.1 5.57 909 5.29 864
nw 55 0.201 4.1 5.57 308 5.29 293
all 717 0,201 4.1 5.57 3990 5.29 3794
357 0.097 11.0 2.69 960 1.75 625
ne 16 0.350 0 9.69 158 22.0 359
se 33 0.350 0 9.69 317 22.5 737
sw 33 0.350 0 9.69 317 22.5 737
all 82 0.350 0 9.69 792 22.4 1833
se 5 0.340 0 9.42 47 18.9 95
se 30 0.350
sw
all
2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, se
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 11 it overhang (8 ft
window ht, 033 It sep.); 6.67 It head ht
2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, clr innr, sw
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1
ft overhang (4 ft window ht, 0.92 ft sep.); 6.67 ft head ht
15 0.350
45 0.350
64 0.620
8 0.350
0 9.69 291 20.8 625
0 9.69 145 20.8 312
0 9.69 436 20.8 937
0 17.2 1099 16.9 1083
0 9.69 78 20.4 163
11fd_ wrightsoft- 2018-Jun-04 17:27:52
Right -Suite@ Universal 2018 18,0.13 RSU23828 Page 1
Y455A ...ora,CGRNW1Lot118KensingtonReserveDoralCGRNW.rup Calc = MJ8 House faces: NW
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, nw 30 0.350
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; I
ft overhang (5 ft window ht, 3 ft sep.); 6,67 ft head ht
2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, nw 15 0.350
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1
ft overhang (5 ft window ht, 3.17 it sep.); 6.67 ft head ht
2B-2fm: 2 glazing, clr low-o outr, air gas, mtl no brk frm mat, cir innr, nw 9 0.350
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (3 ft
window ht, 0.92 ft sep.); 6.67 If head ht
Doors
11 DO: Door, wd sc type nw 24 0.390
n 16 0.390
all 40 0,390
Ceilings
16B-38ad: Attic ceiling, asphalt shingles root mat, r-38 veil ins, 1/2" 1141 0.026
gypsum board int fnsh
Floors
20P-19c: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-1 9 cav ins, gar ovr 385 0.050
22A-tpl: Bg floor, light dry soil, on grade depth 95 0.989
0 9.69 291 22,0 659
0 9.69 145 22.0 330
0 9.69 87 25.9 233
0 10.8 259 12.0 289
0 10.8 173 12.0 193
0 M8 432 12.0 481
38.0 0.72 822 1.41 1612
19.0 1.39 533 0.72 276
0 27.4 2603 0 0
Pk wrightsoft, 2018-Jun-04 17:27:52
t'I'IBKensingtonReserveDora[CGRNW.rup
Right-SuiteO Universal 2018 18.0,13 RSU23828 Page 2At& Calc = MJ8 House faces: NWL.
Jvu' ^m u unona nnana:' Summary o*: nmm1 omvr nu w n -
Entire House By: mmi
DEL -AIR HEATING 8k AIR CONDITIONING
5u`000mooWAY, uxwpcmo.pLarn/Phone: ^m-3nae665 nm^mr*n3-x85n Weu.wwW.osuxn.com Prooect
Information For:
FVAap Homes Notem: L.
S. S 9.(i17VMT LS. 06-
0418SRP Desic In
InformationWeather: Orlando/
Jetport, FL, US Winter Design
Conditions Summer Design Conditions Outside db
42 OF Outside db 03 OF nuidedb 70
OF |nokdedb 75 OF DenignTD 28
OF Design TD 18 OF Daily range
M Relative humidity
50 % Moisture difference
46 gr/lb Heating Summary
Sensible Cooling Equipment Load Sizing Structure 18669
Btuh Structure 19373 Btuh Ducts 4626
Btuh Ducts 7488 Btuh Central vent (
Oofm) O Btuh Central vent (Ocfm) 0 Btuh hom8 none)
Humidification O
Btuh Blower O Btuh pipigQ O
Btuh Equipment load
23294 Btuh Use manufacturer's data y multir 1.
00 Infiltration Equipmenfoenai
e|oad 26855 Btuh Method Simplified
Latent Cooling Equipment Load Sizing Construction quality
Average Fireplaces O
Structure 3174 Btuh Ducts 1403
Btuh Central vent (
0ofm) O Btuh Heating Coo\
hI none) A (h,)
107 188/ Equipment latent load 4577 Btuh Volume (W)
16177 16177 Air chan
es/hour 0.50 0.26 Equipment Total Load(Seu+Lut) 31432 Btuh Equiv. AVF (
ufm) 135 70 Req. total capacity at 0.75 SHR 3.0 ton Heating Equipment
Summary Cooling Equipment Summary Make G---'--
Mfg Make Goodman Mfg Trade GN;
JAN|TROL;AK8ANA D|8T|... Trade GOODMAN; JAN|TROL|AMANA 0ST|... Model 1K Cond
AHR|rof 8242629
Coil ASPT47D14A AHR|raf 8242829
Efficiency 8.5
HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible
cooling 26100 Btuh Heating output 32800
Btuh @ 47°F Latent cooling 8700 Btuh Temperature rise 26
OF Total cooling 34800 Btuh Actual air flow
1160 cfm Actual air flow 1180 nfm Air flow factor
0.050 dm/Btuh Air flow factor 8.043 ofm/Btuh Static pressure 0.
30 /n H2O Static pressure 0.30 in H2O Space thermostat Load
sensible heat ratio 0.85 Capacity balance point
34,F Backup: Calculations approved
by
ACCA to meet all requirements of Manual J 8th Ecl A+ uma-J"~
w,rurs p m*"m
o"*^n aummo/anauu c p v`
9- wrightsoft' Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM
Job: Lot11 8Ken si ngton ReserveD
Date: 08/31/2016
By: imi
1 Room name Entire House Great Room
2 Exposed wall 235.0 ft 47.0 ft
3 Room height 8.5 ft 9.3 it heat/cool
4 Room dimensions 1.0 x 415.3 It
5 Room area 18%,,5 ft2 415.3 ft'
Ty Construction U-value Or HTIVI Area (ft2) Load Area (ft2) Load
number Btut(ftl-*F) Btu ft2) I or perimeter (ft) 131 h) I or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 W 12C-2sw 0.081 ne 2,24 2.34 320 320 718 748 0 0 0 0
t--G
BIk wall, stucco ext 0,201 ne 5,57 5.29 331 315 1753 1667 257 240 1338 1272
2A-tom 0.350 ne 9.69 21,97 16 0 158 359 16 0 158 359
12C,2sw 0,081 se 2,24 2.34 240 205 460 479 0 0 0 0
1 28-2fm 0.340 se 9.42 18,91 5 3 47 95 0 0 0 0
2B-2fm 0.350 se 9.69 20.82 30 4 291 625 0 0 0 0
Blk wall, stucco ext 0.201 se 5.57 5.29 280 183 1020 970 145 112 623 593
2A-2om 0,350 se 9.69 22.54 33 0 317 737 33 0 317 737
2A-2omd 0.620 se 17.17 16,92 64 64 1099 1083 0 0 0 0
12C-2sw 0,081 sw 2.24 2.34 320 297 666 695 0 0 0 0
2A-2orn 0.350 sw 9,69 20.39 8 1 78 163 0 0 0 0
2A-2om 0,350 sw 9.69 20.82 15 2 145 312 0 0 0 0
t--" Elk wall, stucco ext 0,201 sw 5.57 5.29 196 163 909 864 0 0 0 0
2A-2om OMO sw 9.69 22.54 33 0 317 737 0 0 0 0
12C-2sw 0.081 nw 2.24 2.34 240 186 417 435 0 0 0 0
2A-2om 0.350 nw 9,69 21.97 30 0 291 659 0 0 0 0
2A-2om 0.350 nw 9.69 21.97 15 0 145 330 0 0 0 0
2B-2fm 0,350 nw 9.69 25.91 9 0 87 233 0 0 0 0
t-D
Blk wall, stucco ext 0.201 nw 5.57 5.29 79 55 308 293 37 13 74 71
11DO 0.390 nw 10.80 12.03 24 24 259 289 24 24 259 289
R
L--D
12B-0svv 0.097 2.69 1.75 373 357 960 625 219 203 546 356
11DO 0.390 n 10.80 12.03 16 16 173 193 16 16 173 193
0 16B-38ad 0.026 0.72 1.41 1141 1141 822 1612 0 0 0 0
F 20P-19c 0.050 1.39 0,72 385 385 533 276 0 0 0 0
F 22A-tol 0.989 27.40 0.00 756 95 2603 0 415 47 1288 0
6 c) AED excursion 0 206
Envelope loss/gain 14577 14478 4776 3662
12 a) Infiltration 4092 1344 894 294
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 4 920 2 460
Appliances/other 26301 130
Subtotal (lines 6 to 13) 18669 19373 56701 4646
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 18669 19373 5670 4646
15 Duct loads 25% 391% 4626 7483 25% 41% 1418 1921
Total room load 232941 268551 7088 65g67
Air required (cfm) 1160 1160 353
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Jun-04 17:27:52
Right -Suited Universal 2018 18.0.13 RSU23828 Pao IAcZk '. oraIC(3RNW\Lotll8KensingtonReserveDoralCGRNW.rup Calc = MJ8 House faces: NW
g
rF wrightsoft, Right-JO Worksheet
Enure House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333.2665 Fax:407-333-3853 Web: WWW.DELAIR.COM
Job: Lot11WensingtonReservel)
Date: 08/31/2016
By: JMJ
1 Room name Kitchen/Dining PWDR
2
3
Exposed wall
Room height
35.5 ft
9.3 ft heat/cool
12.5 ft
9.3 ft heat/cool
4
5
Room dimensions
Room area
14.5 x 21.0 ft
304.5 ft'
4.5 x &0 ft
36.0 ft2
Ty Construction
number
Ll-value
Btuh/ft2-°F)
Or HTM
Btuh/ft2)
Area (ft2)
or perimeter (ft)
Load
Btuh)
Area (ft2)
or perimeter (ft)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 W
y/
12C-2sw
Blk wall, stucco ext
2A-2om
0.081
0.201
0.350
ne
ne
ne
2.24
5.57
9.69
2.34
5.29
21.97
0
0
0
0
0
0
0
0
0
0
0
0
0
75
0
0
75
0
0
416
0
0
395
0G
i t
12C-2sw
2B-2fm
0.081
0.340
se
se
2.24
9.42
2.34
18.91
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
28-2fm
Blk wall, stucco ext
2A-2om
0.350
0.201
0.350
se
se
se
9.69
5.57
9.69
20.82
5.29
22,54
0
135
0
0
71
0
0
397
0
0
377
0
0
0
0
0
0
0
0
0
0
0
0
0
V612C-2sw
2A-2omd 0.620
0.081
se
sw
17.17
2.24
16,92
2.34
64
0
64
0
1099
0
1083
0
0
0
0
0
0
0
0
0
2A-2om
2A-2om
Blk wall, stucco ext
0.350
0.350
0.201
sw
sw
sw
9.69
9.69
5.57
20.39
20.82
5.29
0
0
196
0
0
163
0
0
909
0
0
864
0
0
0
0
0
0
0
0
0
0
0
0vt!
I-G A-2om
12C-2sw
0.350
0.081
sw
nw
9.69
2.24
22.54
2.34
33
0
0
0
317
0
737
0
0
0
0
0
0
0
0
0
2A-2om
2A-2om
2B-2fm
0.350
0.350
0.350
nw
nw
nw
9.69
9.69
9.69
21.97
21.97
25.91
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V+!
t-D
Blk wall, stucco ext
11 DO
1213-0sw
0.201
0.390
0.097
nw
nw
5.57
10.80
2.69
5.29
12.03
1.75
0
0
154
0
0
154
0
0
414
0
0
270
42
0
0
42
0
0
234
0
0
222
0
0P
11DO
1613-38ad
0.390
0.026
n 10.80
0.72
12.03
1.41
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0C
F 2OP-19c 0.050 1.39 0,72 0 0 0 0 0 0 0 0
F 22A-tpl 0.989 27.40 0.00 305 36 973 0 36 13 342 0
6 c) AED excursion 230 52
Envelope loss/gain 4108 3100 992 565
12 a) Infiltration 676 222 238 78
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 1 230 0 0
Appliances/other 1200 0
Subtotal (lines 6 to 13) 4784 4752 1230 643
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 4784 4752 1230 643
15 Duct loads 259% 41 % 1196 1965 25% 41% 307 266
Total room load 59801 6717 1537 909
Air required (cfm) 298 290 77 39
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
w.r wrigt t_soYt- 2018-Jun-0417:27:52
Right-SuiteO Universal 2018 18.0A3 RSU23828 Page 2
oralCGRNW1Lot118KensingtonReserveDoralCGRNW.rup Calc = MJ8 House faces: NW
g
9w wrightsoft, Right-J® Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM
Job: Lot11WensingtonReserveD...
Date: 08/31 /2016
By: JMJ
1 Room name Master Bath MWC
2
3
Exposed wall
Room height
5.5 It
8.0 It heat/cool
6.0 It
8.0 It heat/cool
4 Room dimensions 1.0 x 71.5 It 6.0 x 4.0 It
5 Room area 71.5 ft2 24,0 112
Ty Construction
number
U-value
Btuh/ft2-'F)
Or HTM
Btuh/ft2)
Area (ft2
or perimeter (ft)
Load
Btuh)
Area (ft9
or perimeter (ft)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat I Cool
6 W
y!
I-G
12C-2sw
Blk wall, stucco ext
2A-2om
0.081
0.201
0.350
ne
ne
ne
2.24
5.57
9,69
2.34
5.29
21.97
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
12C-2sw
2B-2fm
0.081
0.340
se
se
2.24
9.42
2.34
18.91
44
5
39
3
88
47
91
95
48
0
48
0
108
0
112
0
ILL 2B-2fm 0.350 se 9.69 20.82 0 0 0 0 0 0 0 0
Blk wall, stucco ext
2A-2om
0.201
0.350
se
se
5,57
9.69
5.29
M54
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V612C-2sw
2A-2omd 0.620
0.081
se
sw
17.17
2.24
16.92
2.34
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2om
2A-2om
0,350
0.350
sw
sw
9.69
9.69
20.39
20.82
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Blk wall, stucco ext 0.201 sw 5.57 5.29 0 0 0 0 0 0 0 0
Vh12C-2sw
2A-2om 0.350
0.081
sw
nw
9.69
2.24
22.54
2.34
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2om 0,350 nw 9.69 21.97 0 0 0 0 0 0 0 0
2A-2om 0.350 nw 9.69 21.97 0 0 0 0 0 0 0 0
2B-2fm 0.350 nw 9.69 25.91 0 0 0 0 0 0 0 0
V/
L---D
Blk wall, stucco ext
11 DO
126-0sw
0.201
0.390
0.097
nw
nw
5.57
10.80
2.69
5.29
12.03
1.75
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0P
11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
C 16B-38ad 0.026 0.72 1.41 72 72 51 101 24 24 17 34
F 20P-19c 0.050 1.39 0.72 0 0 0 0 0 0 0 0
F 22A-tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 24 13
Envelope loss/gain 186 311 125 133
12 a) Infiltration 90 29 98 32
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 276 340 223 165
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 276 340 223 165
151 Duct loads 1 24 % 36 % 67 122 241% 36%1 54 59
Total room load 343 462 277 224
Air required (cfm) 17 20 14 10
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
i t wrights'>t 2018-Jun-0417:27:52
u Right -Suite® Universal 2018 18.0.13 RSU23828 Page 3fit'...oralCGRNW1Lot118KensingtonReserveDoralCGRNW.rup Calc = MJ8 House faces: NW
d.L.
rr wrightsoft' Right -JCS Worksheet
Entire House
DEL -AIR HEATING & AIR
CqNDITIONING
531 CODISGO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM
Job: Lot11 Wensingto n ReserveD
Date: 08/31/2016
By: imi
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
MWIC
14.5 ft
8.0 ft heal/cool
1.0 x 61,3 ft
613 I'll
BDRIV13
10.5 ft
8.0 ft heat/cool
1.0 x 168.0 ft
168.0 ft2
Ty Construction
number
U-value
BtuWftl-,F)
Or HTM
BtuWft2)
Area (W)
or perimeter (ft)
Load
Btuh)
Area (W)
or perimeter (ft)
Load
Btuh)
Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool
6
1
W
t--G
V6
VL Blk
12C-2sw
Blk wall, stucco ext
2A-2om
12C-2sw
2B-2fm
2B-2fm
wall, stucco ext
2A-2orn
0.081
0,201
0.350
0.081
0.340
0,350
0.201
0.350
ne
ne
no
se
se
se
se
so
2.24
5,57
9.69
2.24
9.42
9.69
5.57
9.69
2.34
529
21.97
2.34
18.91
20.82
5,29
22.54
0
0
0
40
0
0
0
0
0
0
0
40
0
0
0
0
0
0
0
90
0
0
0
0
0
0
0
94
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V612C-2sw
2A-2omd 0,620
0.081
se
sw
17.17
2.24
16,92
234
0
76
0
76
0
171
0
178
0
84
0
69
0
155
0
161
L-G
2A-2om
2A-2om
Blk wall, stucco ext
2A-2om
12C-2sw
2A-2om
2A-2om
2B-2fm
Blk wall, stucco ext
11D0
12B-Osw
0.350
0,350
0,201
0350
0,081
0.350
0.350
0.350
0.201
0,390
0,097
sw
sw
sw
sw
nw
nw
nw
nw
nw
nw
9.69
9.69
5.57
9.69
2.24
9.69
9.69
9.69
5.57
10.80
2,69
20.39
20.82
529
2254
234
21.97
21.97
25.911
5.29
12.03
1.75
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
15
0
0
0
0
0
0
0
0
0
0
2
0
0
0
0
0
0
0
0
0
0
145
0
0
0
0
0
0
0
0
0
0
312
0
0
0
0
0
0
0
0
0
t-D
R
L----D 11DO
16B-38ad
0.390
0,026
n 10.80
0.72
12.03
1.41
0
61
0
61
0
44
0
87
0
168
0
168
0
121
0
237C
F 20P-19c 0.050 1.39 0.72 0 0 0 0 16 16 22 11
F 22A-tol
1
0,989 27.40 0.00 0 0 0 0 0
1
0 0 0
6 c) AED excursion 33 87
Envelope loss/gain 304 325 443 809
12 a) Infiltration 237 78 171 56
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 01
Subtotal (lines 6 to 13) 541 403 615 866
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 541 403 615 866
Duct loads 24% 36% 132 144 24% 36% 1501 309
N15 Total room load 673 547 765 1175
Air required (cfm) 34 24
1
38 511
Calculations aperoved by ACCA to meet all requirements of Manual J 8th Ed.
Right -Suited Universal 2018 18.0.13 RSU23828
2018-Jun-04 17:27:52
Page 4
oralCGRNW\Lotll8KensingtonReserveDoralCGRNW.rup Calc = MJ8 House faces: NW
7r wrightsoft, Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING531CODISGOWAY, SANFORD, FL 32771 Phone: 407-333-2665 ax: 407-333-3853 Web: WWW.DELA,[R.COM
Job: Lot11 Wen sin gto n ReserveD
Date: 08/31/2016
By: imi
1 Room name BATH1 BDRIV12
2 Exposed wall 8.0 It 25.0 It
3 Room height 8.0 ft heal/cool 8.0 It heat/cool
4 Room dimensions 7.0 x &0 It 1,0 x 144.0 It
5 Room area 56.0 tt2 144.0 ft2
Ty Construction U-value Or HTNI Area (ft2) Load Area (ftq Load
number B tutl/ft 2 '.F) Bt ft2) I or perimeter (ft) Bt h) I or perimeter (ft) Btuh)
Heat Cool Gross N1P/S Heat Cool Gross N/P/S Heat Cool
6 W 12C-2sw 0.081 ne 2.24 2.34 0 0 0 0 16 16 36 37
Blk wall, stucco ext OM1 ne 5.57 5.29 0 0 0 0 0 0 0 0t__G 2A-2om 0,350 ne 9.69 21.97 0 0 0 0 0 0 0 0
12C-2sw 0,081 se 2.24 234 0 0 0 0 0 0 0 0
11 2B-2fm 0.340 se 9.42 18.91 0 0 0 0 0 0 0 0
213-21m 0,350 se 9.69 20.82 0 0 0 0 0 0 0 0
Blk waft, stucco ext
2A-2om
0.201
0.350
se
se
5.57
9.69
5.29
22.54
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2omd
12C-2sw
0.620
0.081
se
sw
17.17
2.24
16.92
2.34
0
64
0
56
0
126
0
131
0
96
0
96
0
215
0
225
2A-2om 0.350 sw 9.69 20,39 8 1 78 163 0 0 0 0
2A-2om 0.350 sw 9.69 20,82 0 0 0 0 0 0 0 0
t---G
Blk wall, stucco ext 0,201 sw 5.57 5,29 0 0 0 0 0 0 0 0
2A-2om 0.350 sw 9.69 22.54 0 0 0 0 0 0 0 0
Vh12C-2sw 0.081 nw 2,24 2.34 0 0 0 0 88 58 130 136
2A-2om 0.350 nw 9.69 21.97 0 0 0 0 30 0 291 659
2A-2om 0,350 nw 9.69 21.97 0 0 0 0 0 0 0 0
28-2fm 0.350 nw 9.69 25,91 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0,201 nw 5.57 5.29 0 0 0 0 0 0 0 0t__D 11DO
1213-0sw
0.390
0.097
nw 10.80
2.69
12,03
1.75
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0R
L--D 11DO 0.390 n 10,80 12,03 0 0 0 0 0 0 0 0
C 16B38ad 0.026 0.72 1.41 56 56 40 79 144 144 104 203
F 2OP-19c 0.050 139 0,72 49 49 68 35 144 144 199 103
F 22A-tol 0.989 27,40 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 45 206
Envelope loss/gain 311 453 975 1569
12 a) Infiltration 131 43 408 134
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 01
Subtotal (lines 6 to 13) 442 496 1383 1703
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 442 496 1383 1703
15 Duct loads 241% 36% 108 177 24% 36% 338 608
Total room load 550 673 1721 2311rAirrequired (cfrn) 1 27 29 1 86 1001
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2016-Jun-04 17:27:52
Right -Suite® Universal 2018 16,0.13 RSU23828 Page 5
oralCGRNW\Lotll8KetisingtonReserveDoralCGRNW.rup Calr:=MJ8 House faces: NW
j_L
rF wrightsoft, Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM
Job: Lot11 Wen sington ReserveD
Date: 08/31/2016
By: imi
1 Room name Laundry LOFT/STAIRS
2 Exposed wall 0 ft 41.0 If
3 Room height 8.0 It heat/cool 0 It heat/cool
4 Room dimensions 1.0 x 74.8 It 1,0 x 311.3 It
5 Room area 74,8 ft 311.3 ft'
Ty Construction U-value Or HTIVI Area (ft') Load Area (W) Load
number Btuh/ftl-'F) BtutVft') or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat I Cool
6 W 12C-2sw 0,081 ne 2.24 2.34 0 0 0 0 176 176 395 412
t--
G
Blk wall, stucco ext 0.201 ne 5.57 5.29 0 0 0 0 0 0 0 0
2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0
12C-2sw 0,081 se 2,24 2.34 0 0 0 0 0 0 0 0
11 2B-2fm 0.340 se 9.42 18,91 0 0 0 0 0 0 0 0
2B-2fm 0.350 se 9,69 20.82 0 0 0 0 0 0 0 0
Elk wall, stucco ext 0.201 se 5.57 5,29 0 0 0 0 0 0 0 0
2A-2orn 0.350 se 9.69 22,54 0 0 0 0 0 0 0 0
2A-2omd 0.620 se 17.17 16.92 0 0 0 0 0 0 0 0
12C-2sw 0.081 sw 2.24 234 0 0 0 0 0 0 0 0
2A-2om 0.350 sw 9.69 20.39 0 0 0 0 0 0 0 0
2A-2orn 0.350 sw 9,69 20.82 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0,201 sw 5.57 5.29 0 0 0 0 0 0 0 0
2A-2om 0.350 sw 9.69 22,54 0 0 0 0 0 0 0 0
12C-2sw 0M1 nw 2.24 2.34 0 0 0 0 152 128 287 299
2A-2om 0.350 nw 9.69 21,97 0 0 0 0 0 0 0 0
2A-2om 0.350 nw 9.69 21.97 0 0 0 0 15 0 145 330
28-2fm 0,350 nw 9.69 25.91 0 0 0 0 9 0 87 233
Blk wall, stucco ext 0.201 nw 5.57 5.29 0 0 0 0 0 0 0 0
t___o 11DO 0.390 nw 10.80 12.03 0 0 0 0 0 0 0 0
R 12B-Osw 0M7 2.69 1.75 0 0 0 0 0 0 0 0
L--D 11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
C 16B-38ad 0.026 0.72 1.41 75 75 54 106 311 311 224 440
F 20P-19c 0.050 1.39 0.72 26 26 36 19 150 150 207 107
F 22A-tol
1
0.989 27.40 OM 0 0 0 0 0 0 0 0
6 c) AED excursion 55 91
Envelope loss/gain 90 70 1346 1912
12 a) Infiltration 0 0 669 220
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 6W 0
Subtotal (lines 6 to 13) 90 670 20151 2131
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 90 670 2015 2131
151 Duct loads 24% 361/1 22 239 24% 361/6 492 7611
Total room load 112 909 2507 2892
Air required (ofm) 6 39 125, 125
Calculations agproved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Jun-04 17:27:52
ZK Right-SuiteO Universal 2018 18.0.13 RSU23828 Page 6AC ... oralCGRNW\Lotll8KensingtonReserveDoralCGRNW.rup Calc m MJ8 House faces: NW
dL.
9- wrightsoft' Right -JCS Worksheet
Entire House
DEL -AIR HEATING & AIR
CPNDITIONING
531 GODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3653 Web: WWW,DELAIR.COM
Job: Lotl I Wensingto n ReserveD
Date: 08/31/2016
By: imi
1 Room name Master BDRM
2 Exposed wall 29.5 ft
3 Room height 8.0 I'l heat/cool
4 Room dimensions 1,0 x 230.0 ft
5 Room area 230,0 ft2
Ty Construction
number
Ll-value
Btu[Vftl-'F)
Or HTM
Bt ft2)
Area (ft')
or perimeter (ft)
Load
Bt h)
Area
or perimeter
Load
Heat Cool Gross N/PiS Heat Cool Gross N/P/S Heat Cool
6 W 12C-2sw 0.081 ne 2,24 2.34 128 128 287 299
Elk wall, stucco ext 0,201 ne 5,57 5,29 0 0 0 0t__G 2A-2om 0.350 ne 9.69 21.97 0 0 0 0
12C-2sw 0.081 se 2.24 2,34 108 78 175 182
1 2B-2fm 0.340 se 9.42 18.91 0 0 0 0
26-2fm 0.350 se 9.69 20.82 30 4 291 625
Blk wall, stucco ext 0.201 se 5.57 5.29 0 0 0 0
2A-2om 0,350 se 9.69 22.54 0 0 0 0
2A-2omd 0.620 se 17A7 16.92 0 0 0 0
12C-2sw 0.0811 sw 2.24 2.34 0 0 0 0
2A-2om 0350 sw 9.69 20.39 0 0 0 0
2A-2om 0.350 sw 9.69 20.82 0 0 0 0
Blk wall, stucco ext 0.201 sw 5.57 5.29 0 0 0 0
2A-2om 0.350 sw 9.69 22.54 0 0 0 0
0.081 nw 2.24 2.34 0 0 0 0
T
12C-2sw
2A-2om 0.350 nw 9,69 21 .97 0 0 0 0
2A-2om 0.350 nw 9.69 21,97 0 0 0 0
2B-2fm 0350 nw 9.69 25.91 0 0 0 0
Blk wall, stucco ext 0,201 nw 5.57 5.29 0 0 0 0t___o 11DO 0,390 nw 10.80 12.03 0 0 0 0
R 1213-0sw 0,097 2.69 1.75 0 0 0 0
L--D 11DO 0.390 n 10.80 12.03 0 0 0 0
C 16B-38ad 0.026 0.72 1.41 230 230 166 325
F 20P-19c 0.050 1.39 0.72 0 0 0 0
F 22A-tp1 0.989 27.40 0.00 0 0 0 0
6 c) AED excursion 137
Envelope loss/gain 919 1568
12 a) Infiltration 481 158
b) Room ventilation 0 0
13 Internal gains: Occupants 9 230 1 230
Appliances/other 600
Subtotal (lines 6 to 13) 1400 2556
Less external load 0 0
Less transfer 0 0
Redistribution 0
14 Subtotal 1400 2556
15 Duct loads 24% 36% 342 913
Total room load 1742 3469
Air required (cfm) 1 1 87 150
Calculations Mproved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Jun-04 17:27:52
Right -suites Universal 2018 18,0.13 RSU23828 Page 7
ora[GGRNW\I-otllBKensingtonReserveDoraiCGRNW.rup Cafe : MJ8 House faces: NW
Duct System m: nummm"omnn e' Summary : zmo
Entire House By: xwu
DEL -AIR HEATING & AIR CONDITIONING
m1oon/acoWAY, oxwpoou.pL 32nr/Phone: ^m-3o3-ews pax.*m-3000mo Wem.wWwosLmnLoow For:
Ryan Homes 388SORAVVLEYDOWN
LOOP, 8ANFORD.FL32773 External static
pressure Pressure losses
Available static
pressure Supply / return
available pressure Lowest friction
rate Actual air
flow Total effective
length (TEU Heating 3U
inH2O
O8 inH2O O
24 |nH2D 0120/
0.120 inH2O
0\201 in/100ft 1160
ohn Cooling 0.30
inH2O 0.
06
inH2O 0.24 inH2O
8120/0120 inH20 0.
201 in/100ft 1160
chn 118 ft
Name Design Btuh) Htg
cfm) Clg
cf m)
Design
FR
Diarn
in)
H
x
W in)
Duct
Matl
Actual
Ln (
ft) Ftg.Eqv
Ln (
ft)
Trunk
Name
Type cfm)
cf M)
FR f pm)
in) in) Material Trunk wrightsoft, cmo-J"~u ,ruro nigm-S"x°
OUniversal oomm o mnnuz38c Page
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House
faces: ww
Return Branch Detail Table
Name
Grille
Size (in)
Htg
cf m)
Clg
Cf M)
TEL
ft)
Design
F R
Veloc
fpm)
Diarn
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rot Ox 0 1160 1160 0 0 0 0 Ox 0 VlFx
wrightsoft-
Right-SuiteS Universal 2018 18,0,13 RSU23828
CA6K ... oralc'GRN Lot 11 BKensingtonReserveDora[CGRNW, rup Cale = MJ8 House faces: NW
2018-Jun-04 17:27:53
Page 2
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lotl 18 Kensington ReserveDora ICG RN W Builder Name: Ryan Homes
Street: 3889 CRAWLEY DOWN LOOP Permit Office: SANFORD
City, State, Zip: SANFORD, FL, 32773 Permit Number:
Owner: Jurisdiction: 691500
Design Location: FL, Orlando
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall
The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material.
requirements Breaks or joints in the air barrier shall be sealed.
Ceiling/attic
The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit
the insulation and any gaps in the air barrier shall be sealed, shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls
The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with
sealed. a material having a thermal resistance of R-3 per inch
Knee walls shall be sealed. minimum.
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/doorjambs and framing, and
and doors skylights and framing shall be sealed,
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated.
Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to
including insulation, maintain permanent contact with the underside of
above -garage subfloor decking, or floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
floors) of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls
Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
Narrow cavities cavities shall be filled by insulation that on
installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spa c 3s.
Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building
shall be sealed to the drywall, thermal envelope shall be air tight and IC rated,
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring
and plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
Aytgnd hph*nd pipina and wiring,
Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall
on exterior wall tubs shall separate them from the showers and tubs. be insulated.
Electrical/phone box or The air barrier shall be installed behind electrical or communication
exterior walls boxes or air -sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall
be sealed to the sub -floor or drywall.
Concealed When required to be sealed, concealed fire sprinklers shall only be
sprinklers sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
between fire sorinkler cover plates and walls or ceolinas,
a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400.
6/4/2018 5:38 PIVI EnergyGauge@ USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
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NOTE TO BUILDER44UST PROVIDE UNRESTRICTED
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with Florida Residential Building Code-MI602.4
balanced return air.
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RECORD COPY
DESCRIPTION AS FURNISHED: Lot 118, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86
through 92, Public Records of Seminole County, Florida,
PLOT PLAN FOR / CERTIFIED TO: Ryon 1-lomesINVR Inc.
LOT 122
S 4001315" W /^n.
6P too , Z t 05
zl I> qq,
I LOT 118
47.50'
LANAI
5.00'
37.50'
LOT 119 PROPOSED MODEL
DORAL - C
Q) 2 CAR GARAGE RIGHT N
5.00'
8. 7'
Er '
InNRY
21.3'
16' DRIVE
LK
10' UTIL, ESMT.
P.C.- -
WALK
S 40013'15" W
40. 00'
CRA TV -LE r DO IVY
50' PRIVATE RIW)
Ok to construct sinvJe-fin*p ftmm
with setbacks and impervious area
shown on plan. qo,o
5.00*
0
0 -':z'
UJ LOT 117
5. 00'
PROPOSED FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY FRONT - 25'
PER DRAINAGE PLANS PLOT PLAN ARLA LALCULATIONS REAR 20'
PROPOSED DRAINAGE FLOW IMPERVIOUS COVERAGE - 1,841.* SQUARE FEET OR 40.0X SIDE 5' FOR 40' LOTS
FOR 60' LOTS
LOT GRADING TYPE A LOT CONTAINS 4,600* SQUARE FEET SIDE 7.5'
FOR 75' LOTS
PLANS 3 1. 7' LIVING AREA CONTAINS 1,214.* SQUARE FEET SIDE 10'
PROPOSED FINISH FLOOR PER CON2ZLANA11PORCH CONTAINS 627* SQUARE FEET SIDE STREET 25'
Cy? USE 'YERYVHV_SCY(9T77 4SS(qC.' [SC. L,4.IVD SU EyRORS
LEGEND - LEGEND -
5400 E, COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436
P PLAT •PAIL. POINT ON LINE
F FIELD TYP. TYPICAL NOTES:
IRON P P.RC, POINT Or REVERSE CURVATURE 1. THE UNOCRSjqqko DOES NERDY CCROFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH OY THE FLORIDA OOARD OripRIRONR01PtCPIC'4 POINT Or COWOUND CURVATVRC PROFESPROFESSIONALVSURVEYORS AND MAPPERS W CHApMI ai-17 FLORIDA ADMtHISTRATIVC CODE PURSUANT TO SECTION 472,027, FLOMPA STATUES CONCRETE
MONUKHT RAIL • RADIAL 2. UNLESS JOHOOSSED WITH SURVEYORS S60NATVIIC AND ORIGINAL PAISED SEA" THIS SURVEY AV OR COPIES ARE NOT VALID. SET
LR- Iter IX. w/OLB 4"6 KIL HUH -RADIAL vp •
WITNESS POINT INFORMATION FURNISHED To ME SURVEYOR. THERE MAY 9E 0 1 NS J. THIS S(RAy WAS PREPARED FROM Tap- OTHER RESTRICTIONS R
CC C P .
RECOVERED
CALL. •
CALCULATED POINTOrBEGINH "'A :
e POINTOFC0"ArjNNGK.T ERMANCAT RCFERgE ;CHVMENT OR
EASEMENTS THAT AFFCOZ TIUS PROPERTY. W7
4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHER sr SHOWN. t
CC TERLINE FF. FINISHEDtoo S'19-7011US'Z 5, THIS SURVEY IS pROWEV MR )WE SOLE qCNEM or THESE OCRI7T7EO TO AND SHOULD NOT BE RELICS UPON OF ANY OTHER ENTITY N&
D NAIL tGr''KAY 94L. • BUILDING B04CKK49KS. DIMENS04S SHOWN FOR INC LOCATION Or IMPROVEMENTS HEREON SHOULD NOT Or USED TO RECONSTRUCT BOUNDARY LINES. R/
W RIGHT V B.N. CSMT.
SEMCHT EABASE BEARING 7, BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE S140WW AS BASE SCARING 8.
IF SHOWN. ARE BASED ON NAIIGNAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTES RAINDRAINAGEUTA
UTILITY CLiC'
CHAIN LINK FENCE 41"
AITDNS 9.
CER77FICATE OF AUTHORIZATION No. 4396. WORE •
WOOD FENCE CONCRETESCALE
ALA'VATUK 20
DRAWN Raw
RL
u POINT Or TANGENCY CERTIFIED BY.' DATE`
I)
ESC, DESCRIPTION R RADIUS
PLOT PLAN 05-30-2018 3458-18 L ARC
LENGTH D • DELTA
C • CHORD
CHORD BEARINGNORTH THIS
BUILDING/
PROPERTY DOES NOT UE WITHIN L tl0il'
if?.I.1 THE ESTABLISHEDtooYEARFLOODPLANEASPER *FiR),(' TO ZO I ZONE "x'
MAP I 12117COOPOF (09-28-07)
REWR D
C tv of Sanford
Building and Fire Prevention
Product Approval Specification Form
7177-IV-\
Permit #
Project Location Address 2,S
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5, More information about Statewide Product
Approval can be obtained at www.floridabuilding.or_q.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category/Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
1. Exterior Doors
Stain
Sliding
Therma Tru
Ply Gem
Smooth Star
4780 SGID
20461 -R3
14634-R3
Sectional Wayne Dalton 9100 - #0600 #0607 9147.11 / 8174.2 - R 12
Roll Up
Automatic
Other
2. Windows
Single Hun Ply Gem 1500 16103
Horizontal Slider
Casement
Double Hun
Fixed Ply Gem 1500 16104
Awning
Pass Through
Projected
Mullions Ply Gem 1500 16118
Wind Breaker
Dual Action
Other
June 2014
Category! Subcategory Manufacturer Product Florida Approval #
Desch` tion(including decimal
3. Panel Walls
Sidin
Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12
Underla ments InterWrap Inc. Rhino Roof Underlayment 15216 - R3
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shin les
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
S stems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofin S stems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofin
E.P.S. Roof
Panels
Roof Vents Millenium Metals Inc. MMI - 26 Off Ridge Vent 19567 - R1
Other
June 2014
Category /Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll up
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels Lott's Concrete Products Lintel 17867 - R1
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name Tracy McDonald
Please Print)
June 2014
Matti wim
or
PH: 772-409-1010
FX: 772-409-1015
www.AlTruss.com
TRUSS ENGINEERING
BUILDER: RYAN HOMES
PROJECT KENSINGTON RESERVE
COUNTY: SEMINOLE
a 9 a
FA
ran
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
4#.
A-1 ROOF These truss designs rely on lumber values established by others.
TRUSSES
A FLORIDA CORPORATION
RE: Job WRCDRCL A-1 Roof Trusses
72479 4451 St Lucie Blvd
Fort Pierce, FL 34946
Site Information:
Customer Info: RYAN HOMES Project Name: Scattered Lots
Lot/Block: Model: DORAL
LOT #118
Address: Subdivision:
City: County: Orange State: FL
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City:
General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1
Wind Code: ASCE 7-10 Wind Speed: 150
Roof Load: 40.0 psf Floor Load: 55.0 psf
This package includes 53 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 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules,
No. Seal # Name No. Seal # Truss Name Date No. Seal # Truss Name Date
1 A0012214
Truss
A01 G
Date
5/2/18 13 A0012226 CAP 5/2/18 25 A0012238 FL06 5/2/18
2 A0012215 A02_ 5/2/18 14 A0012227 CJ2 5/2/18 26 A0012239 FL07GE 5/2/18
3 A0012216 A03 5/2/18 15 A0012228 CJ3 5/2/18 27 A0012240 FL08 5/2/18
4 A0012217 A04 5/2/18 16 A0012229 CJ3P 5/2/18 28 A0012241 FL10GE 5/2/18
5 A0012218 A05 5/2/18 17 A0012230 CJ5 5/2/18 29 A0012242 FL11 5/2/18
6 A0012219 A07G 5/2/18 18 A0012231 FG1C 5/2/18 30 A0012243 FL12G 5/2/18
7 A0012220 5/2/18 19 A0012232 FL01 5/2/18 31 A0012244 FL13G 5/2/18
8 A0012221
B01GE
B02 5/2/18 20 A0012233 FL02 5/2/18 32 A0012245 FL14 5/2/18
9 A0012222 B03 5/2/18 21 A0012234 FL03 5/2/18 33 A0012246 FL15 5/2/18
10 A0012223 C01GE 5/2/18 22 A0012235 FL04 5/2/18 34 A0012247 FL16GE 5/2/18
11 A0012224 CJ 5/2/18 23 A0012236 FL05 5/2/18 35 A0012248 HA 5/2/18
12 IA0012225 I CA 5/2/18 24 IA0012237 I FL05GE 5/2/18 36 A0012249 I HA 5/2/18
The truss drawing(s) referenced have been prepared by MiTek Industries, Inca under my direct supervision based on the parameters provided byA-1 Roof Trusses,
Ltd.
Truss Design Engineer's Name: Anthony Tombo III
My license renewal date for the state of Florida is February 28,2019,
NOTE:The seal on these drawings indicate acceptance of professional
engineering responsibility solely for the truss components shown.
The suitability and use of components for any particular building is the responsibility of the
building designer, perANSI/TPI-1 Sec. 2,
The Truss Design Drawing(s)(rDD[s]) referenced have been prepared based on the
construction documents (also referred to at times as 'Structural Engineering Documents')
provided by the Building Designer indicating the nature and character of the work.
The design criteria therein have been transferred to Anthony Tombo III PE by (Al 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 the
project's deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty
Engineer), the seal here and on the TDD represents an acceptance of professional
engineering responsibility for the design of the single Truss depicted on the TDDAntooTQbT.
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.
l4t,4t ll,,t
y'" "*,ems E IN'y",b`
law V Utz
0,9,1n11y 119,*d by.ANtwny
OM _( **t "•
EMArdh-y TOrti4Rpj)WM@rqn` orrtbo III CN -Znn •,yT.?omwin O 4ere
gn,o,Ong, u.c i rr r n«>p i 11
Anthony oml. Ai
SERIAL #:
313 SCA221000000004C 1287DF Page 1 of 2
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3A-1 ROOF These truss designs rely on lumber values established by others.
TRUSSES
A FLORIDA CORPORATION
RE: Job WRCDRCL
No. Sea[ # Truss Name Date
37 A0012250 HJ5P 5/2118
138 A0012251 HJ7 5/2/18
39 A0012252 J4 5/2/181
40 A0012253 J5P 5/2/18
41 A0012254 J7 5/2/18
42 A0012255 L01G 5/2/18
143 A0012256 L02 5/2/18
44 A0012257 MIG 5/2/18
45 A0012258 M2 5/2/18
46 A0012259 M3 5/2/18
47 A0012260 M3GE 5/2118
48 A0012261 M4 5/2/18
49 A0012262 M5G 5/2/18
50 A0012263 M6 5/2/18
51 A0012264 MG7C 5/2/18
52 A0012265 VM3 5/2/18
53 A0012266 VM5 5/2/18
54 STDI-01 STD. DETAIL 5/2/18
55 STDI-02 STD. DETAIL 5/2/18
56 STDI-03 STD, DETAIL 5/2118
57 STDI-04 STD. DETAIL 5/2/18
58 STDI-05 STD. DETAIL 5/2/18
59 STDI-06 STD. DETAIL 5/2/18
60 STDI-07 STD. DETAIL 5/2/18
61 STDI-08 STD, DETAIL 5/2/18
62 STDI-09 STD. DETAIL 5/2/18
63 STDL10 STD. DETAIL 5/2/18
64 STDL1 1 STD. DETAIL 5/2/18
65 STDL12 STD. DETAIL 5/2/18
66 STDL13 STD, DETAIL 5/2/18
67 STDL14 STD. DETAIL 5/2/18
68 STDL15 STD, DETAIL 5/2/18
69 1 STDL16 STD. DETAIL 5/2/18
Page 2 of 2
7
W I A0012214
RCDRCL A01G Hip Girder 1 1
Jcyb Reference (optional),
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run4l2ds Nov 12 2017Orint: 8.120s Nov 12 2017 MiTek Industries, Inc. Wed May 2 11:16:23 2018 Page
ID:tdgFhviEVYsgU3b-iPYJ3cyuE5n-hxwwqM5RrmDcHOBonMyOlaLSNII?ArG7Cvq._YfzKZ
il-07q -7-0-0 12-3-7 17-8-9 23-0-0 --30-0-0, 1-0-9
0-0 7-6-0 5-3-7 5-5-3 5-3-7 7-0-0 1-0-01
Dead Load Deft. = 5/16 in
I 111
25 26 Ile 27 11 28 to 29 30
4
4x10 2x4 11
3X10 -- 7x10 MT20HS--
3x8 _ - 2x4 I
4x10
Plate Offsets QX,Y)-_- 12:0-5-0,0-1-111, [3:0-41-0,0-2-21,'[6:0-4-0 0-2-
LOADING (psf) SPACING- 2-0-0 CST.DEFL. in (loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.93 Vert(LL) 030 10-12 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) 0.61 10-12 591 240
BCLL 0.0 Rep Stress Incr NO WEI 0.86 Horz(CT) 0.14 7 n/a n/a
BCDL 10.0 Code FBC2017fT-PI2014 Matrix -MS Wind(LL) 0.36 10-12 999 240
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T2: 2x6 SP 240OF ZOE
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 6-8-4 oc bracing.
MiTek recommends- that Stabilizers - ' -a- n d required
I I
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 2520/0-3-8 (min. 0-2-1)
7 = 2520/0-3-8 (min. 0-2-1)
Max Horz
2 59(LC 8)
Max Uplift
2 = 852(LC 4)
7 852(LC 5)
Max Grav
2 = 2520(LC 1)
7 2520(LC 1)
FORCES. (lb)
Max, Comp./Max, Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-5915/2009, 3-18=-7262/2555,
18-19=-7264/2556, 4-19=-7268/2557,
4-20=-7263/2554, 20-21 =-7263/2554,
21-22=-7263/2554, 5-22=-7263/2554,
5-23=-7276/2564, 23-24=-7272/2563,
6-24=-7270/2562, 6-7=-5915/2008
BOT CHORD
2-13=-1764/5399,13-25=-1761/5363,
25-26=-1761/5363,12-26=-1761/5363,
12-27=-2448/7271, 11-27=-2448/7271,
11-28=-2448/7271, 10-28=-2448/7271,
10-29=-1769/5362,29-30=-1769/5362,
9-30=-1769/5362,7-9=-1772/5398
WEBS
3-13=-74f748, 3-12=-772/2260,
4-12=-769/501, 5-10=-786/504,
6-10=-780/2271, 6-9=-71f747
WEBS
3-13=-741748, 3-12=-772/2260,
4-12=-769/501, 5-10=-786/504,
6-10=-780/2271. 6-9=-711747
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=1 116rryph; TCDL=5,Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope),
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonGoncurrent with any other live
loads.
6) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members,
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 2=852, 7=852.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 219
lb down and 246 lb up at 7-0-0, 123 lb down and 139
lb up at 9-0-12, 123 lb down and 139 lb up at 11-0-12
1 123 lb down and 139 lb up at 13-0-12, 123 lb down
and 139 lb up at 15-0-0, 123 lb down and 139 lb up at
16-11-4, 123 lb down and 139 lb up at 18-114, and
123 lb down and 139 lb up at 20-11-4, and 219 lb
down and 246 lb kip at 23-0-0 on top chord, and 412
lb down and 111 lb up at 7-0-0, 88 lb down at 9-0-12,
881bdown at 11-0-12, 88 In down at 13-0-12,881b down
at 15-0-0,881bdown at 16-114,881bdown at 18-11-4,
and 88 lb down at 20-11-4, and 412 lb down and 111 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 face of the
truss are noted as front (F) or back (B). PLATES GRIP MT20
244/190
MT20HS 187/143
Weight: 1731b FT=
10% LOAD CASE(S)
Standard 1) Dead +
Roof
Live (balanced): Lumber Increase=1,25 Plate Increase= 1.
25 Uniform Loads (plf)
Vert: 1-3=-
60, 3-6=-60, 6-8=-60, 2-7=-20 Concentrated Loads (lb)
Vert: 3=-172(
F) 6=-172(F) 1 1=-71 (F) 13=-412(F) 9=-412(F) 18=-
1 23(F) 19=- 1 23(F) 20=- 1 23(F) 21=-123(F) 22=-
123(F) 23=-123(F) 24=-123(F) 25=-71 (F) 26=-
71 (F) 27=-71 (F) 28=-71 (F) 29=-71 (F) 30=-71(F) 41
W-4 10 .'
An
hony T. lomh* !
I!, R.E. 1'ap 0 4,
4", .1" W*q '124, W knn A* 4'. 0 V 80083 r. 100 W .4
V44., 0 a, Wkq (.raar saw, "M4,01 M.4 14 61, P— Y"g— TO OV- 1" 1, s e V I , k"f." sr' k, V ;cas- W 4451 St, Woe Blvd, fc!5*44q. FoO
P eice, FL 34946 opylightV 2h16k I kiiollwsw
RePI060i0a III III's kuwna'.a any Win, is pohNied ivithcoltht.upetipt'ns
Job Truss Truss Type
WRCDRCL A02 Hip
Reference
A0012215
toot 1 russes, Fort Pierce, FL :34946, design(0)a 1 truss. corn Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed May 2 11:16:24 2018 Page I
pp
ID:tdgFhviEVYsgU3b_jPYJ3cyuE5n-98UI1i63c4LTvYm?K4TFaoucXi24vSxHRZZX55zKZqr
9-0-0 15-0-0 -0-0 -0-0 - F1-0-0 1--,
9-0-000 , - , 6-0-0
30
6--d-O 9-0-0 1-0.6-0-9
4x8 --
1.5x4 11 4xiB
Dead Load Dell. = 114 in
04
1.5x4 11 5X8 1.5x4 it 4x4
21
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) Well L/d
TCLL 20,0 Plate Grip DOL 1.25 TC 0,90 Vert(LL) 0.19 8-16 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) 0.44 8-16 812 240
BCLL 0.0 Rep Stress Incr YES WEI 0.20 Horz(CT) 0.08 6 n/a n/a
BCDL 10,0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.29 8-16 999 240
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T2: 2x4 SP No, 2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 5-7-11 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS, (lb/size)
2 1260/0-3-8 (min. 0-1-8)
6 126010-3-8 (min, 0-1-8)
Max Horz
2 74(LC 16)
Max Uplift
2 357(LC 8)
6 357(LC 9)
Max Grav
2 = 1260(LC 1)
6 1260(LC 1)
FORCES. (lb)
Max, Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-235511547, 3-4=-2394/1722,
4-5=-2394/1722, 5-6=-2355/1547
BOT CHORD
2-10=-1221/2086, 9-10=-1221/2095,
8-9=-1227/2095, 6-8=-1226/2086
WEBS
3-1 0=-1 1/364, 3-9=-2181518,
4-9=372/342, 5-9=-218/518, 5-8=-1 11364
NOTES-
1) Unbalanced roof live loads have been considered for
this design,
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5,0psf; h=25ft:
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1,60
3) Provide adequate drainage to prevent water
pending.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Ot=lb) 2=357, 6=357.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 2441190
Weight: 130 lb FT = 10%
w-, ...
Wxf—'f
Ant fvony T. T,,mbo ]F, ) E140N
k' 1.4.;) P" —x .'% lop W1. rm" .1 r49-11w, W164 (."w "o., PN"*' " 11.4 4451 S`f, Lucie Blvd,
Fa,( fierce, Ft, 34946
WHOM 1,10401111"J, ilommi'm Q§j W., IS pt*lif'd W'lhctiflht -ited pmwo hem A I Roof lmlwi kthop"I.A.MbIII, I'L
WRCDRCL ....... _ IA03 ---- I I Hip
Al Roof Trusses, Fort Pierce, FL34946, desilg-drialtruss.corn
4x4 —
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017
ID:tdgFhvjEVYsgU3b_jPYJ3cyuE5r
4x6 -
4x8
1 1 J
U8
U6
3x4
A0012216
Industries, Inc. Wed May 2 11:16:25 2018 Page 1
Dead Load Defl. = 3/8 in
4x4
11-0-0 19-0-0 30-0-0
11 -0-0
Plate [5:0-5-0,0-2-01
8-0-0
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.31 9-17 999 360 MT20 2441190
TCDL 10.0 Lumber DOL 1-25 BC 0.67 Vert(CT) 469 9-17 525 240
BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0,08 7 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.22 9-17 999 240 Weight: 136 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T2: 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-5 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 5-10-11 oc bracing,
WEBS
I Row at midpt 5-11
1 MiTek-recomme-nd's that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS, (lb/size)
2 1260/0-3-8 (min. 0-1-8)
7 = 126010-3-8 (min. 0-1-8)
Max Horz
2 = 89(LC 16)
Max Uplift
2 340(LC 12)
7 = 340(LC 13)
Max Grav
2 = 1260(LC 1)
7 1260(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2434/1731, 3-4m-2069/1465,
4-5=-1871/1415, 5-6=-2069/1465,
6-7=-2434/1731
BOT CHORD
2-11 =-1 437/2210, 10-11 =- 1035/1870,
9-1 0=-1 035/1870, 7-9=- 1445/22 10
WEBS
3-11 =-4181492, 4-11 =- 1851495,
5-9=-186/495, 6-9m-419/492
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=1 16mph; TCDL=5,Opsf; BCDL=5.Opsf; h=25ft;
Cal. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1,60 plate grip DOL=1,60
3) Provide adequate drainage to prevent water
ponding,
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 2=340, 7=340.
LOAD CASE(S)
Standard
1e ,—'V T• 10 A* 11114 14 In n .'N4 k' l, 1— N" iq— "' S.0, iw.":' W,W An'ti'my 1 1 orrnba : E, P F
1, t." tk'.P.4 0 N, 1— fol, 0..", wcq N:W,! 0 tv It', 1, 4: W * 1.4 k," 0, . R 'k, lov.. 0 lot 10 "t x Not 0 f. 1,- 0" kvcoi a-"' mxfio. W Rio."W to N 0 80083
4451 St L'uCic Blvd,
Fort D eqe, f L 34940
opylight C) Hit A I toot I'me, foon'n lifohl'Ied whootthe line. pwwoohomil-I Roof Trow, ZE
11
No
j A0012217WRCD
I
RCL A04 Hip 2 1
Job Reference (antionall
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2-01-7 Pnrd:_8,_120 s Nov 12 20-1 7 WiTek'Industries, Inc. W46 Ivia-y-2- 11:16:26 2018
1
Pa
I
ge
ID:tdgFliviEVYsgU3b-jPYJ3cyuE5n-5Wc2SO8J81ibB9swNSVWifDz—WVhHNG9Zut2e9_zKZ(
r 7-7-12 13-0-0-- 17-0-0, I - - 11 1122-4-4 1 -,
30-0-0 _;I 1 -0-9i -0- 7-7-12 5-4-44-0-0 5-4-4 - - I--- 7-T-12 I 1-0-0
4x4
4x4 -
3x4 1.5ye4 11 3A
3x6
3x4 1,5TT4 11
7-7-12_
i 13-0-0 17-0-0 22-4-4
7-7-112 5-4-4 4-0-0- I
5-4-4
LOADING pso SPACING- 2-0-0 CSL DEFL. in lot,) Well L/d
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.81i Vert(LL) 0.24 9-10 999 360
TCDL 10.0 Lumber DOL 1 .25 i BC 0.86 Vert(CT) 037 9-10 977 240
BCLL 0.0 Rep Stress Incr YES I WB 0,60 Horz(CT) 0,10 7 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.2012-13 999 240
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 244 oc
purfins.
BOTCHORD
Rigid ceiling directly applied or 4-5-11 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance ,with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 126010-3-8 (min. 0-1-8)
7 = 1260/0-3-8 (min, 0-1-8)
Max Herz
2 = 104(LC 12)
Max Uplift
2 359(LC 12)
7 359(LC 13)
Max Grav
2 1260(LC 1)
7 1260(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2485/1717, 3-4=-182811366,
4-5=-1626/1325, 5-6=-1828/1366,
6-7=-2485/1717
BOT CHORD
2-13=-1413/2229, 12-13=-1413/2229,
11 - 1 2=-882/1626, 10-11 =-882/1626,
9-10=-1421/2229, 7-9=-1421/2229
WEBS
3-13=0/296, 3-12=-777/633,
4-12=-266/447, 5-10=-266/447,
6-10=-777/633, 6-9=01296
NOTES-
1) Unbalanced roof live loads have been considered for
this design,
2) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd=1 16mph; TCDL=5,Opsf; BCDL=5.Opsf; h=25ft
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown-, Lumber
DOL=1.60 plate grip DOL=1,60
3) Provide adequate drainage to prevent water
pending.
4) This truss has been designed for a 1 O.O psf bottom
chord live load nonconcurrent with any other live
loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL
10,Opsf.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 2=359, 7=359,
LOAD CASE(S)
Standard
Dead Load Defl, = 3116 in
3x4
PLATES GRIP
MT20 244/190
Weight: 138 lb FT = 10%
i}R-I jw:wk Artw! I ,j Ito—, 4m, 904 Kk Ire.,
bales "W T . Tomb") IT, s E
o 'k 1.4,4 o N -WW A III It', V 1: t W Wo k*q,w .1 IR 1 1, yip- 0 1. ZI]li W ., fwt 0 4" itsil 4 N 'Ifaiv , 0 80083
IT 91 FW..-fT,f 4, 1 4451 S(Woe blvd,
WhoayT,10.1,01111 litpiattioas of IIII, da'awnt"n any fiera, is pah,Wod .00"I the witten pewswo I'm A I Roof It's,"
Fort, Il efce, FI, 14946Zt "'", """ "',
c
Job
WRCDRCL
At Roof Trusses,
Truss Truss Type Qty Ply
A05 Common 5 1
7-9-14
truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed
iD:tdgFhvjEVYsgU 3bJPYJ3cyuE5n-ajARgk8yv?j2m?UaOC 1 y
15-0-0 22-2 2 30-0-0_
7-2-2 7-2-2 7-9-14
5.Q0(t2
4x6 -
5
A0012218
2 11:16:27 2018 Page 1
rfv556h?j 7XoChQzKZgo
Dead Load Defl. = 1/4 in
3x4 -=- 4x6 =_= 3x4 --= 3x4 ---
3x4 --_
fd1)SA
LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.39 10-12 932 360
TCDL 10.0 Lumber DOL 1.25 BC Ok3f Vert(CT) 0.63 10-12 570 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.75 Horz(CT) 0.07 8 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.23 10-18 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
SOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 5-9-14 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide. -
REACTIONS. (lb/size)
2 = 1260/0-3-8 (min. 0-1-8)
8 - 126010-3-8 (min. 0-1-8)
Max Horz
2 = 118(LC 12)
Max Uplift
2 = 375(LC 12)
8 = 375(LC 13)
Max Grav
2 - 1260(LC 1)
8 1260(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2440/1750, 3-4=-2227/1669,
4-5=-2133/1694, 5-6=-2133/1694,
6-7=-2227/1669, 7-8=-2440/1750
BOT CHORD
2-12=-1448/2207, 12-19=-781/1435,
11-19=-781/1435, 11-20=-781/1435,
10-20=-781/1435, 8-10=-1455/2208
WEBS
5-10=-569/843, 7-10=-479/601,
5-12=-569/843, 3-12=-479/601
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 2=375, 8=375.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 2441190
Weight: 131 lb FT = 10%
Iiakq-
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Job Truss Truss Type Qty ]Ply
WRCDRCL A07G Roof Special Girder 1 1 I A0012219
Job
FL 34946, Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries,
ID:tdgFhvjE VYsgU3b-jPYJ 3cyuE5n-2vkpt39aglru
14-4 0 18-8-0 23-0-0
3-8-0 - 4-4-0 4-4-0 { -
4x4 --
2018
Dead Load Dell. = 5116 in
c? M
3x8
10-8-0
111111
4x8 - 5x10 MT20HS -=
3x4
3x4 --
4-4-0
LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.32 11-13 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) 0.63 11-13 573 240
BCLL O.0 ' Rep Stress Incr NO WB O.93 Horz(CT) 0.12 8 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.36 11-13 999 240
LUMBER -
TOP CHORD 2x4 SP N0.2 `Except'
T4: 2x4 SP 2400F 2.0E
SOT CHORD 2x6 SP 2400F 2.0E
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 7-3-3 oc bracing.
WEBS
1 Row at midpt 5-14
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 - 1791/0-3-8 (min. 0-1-8)
8 = 2682/0-7-4 (min.0-2-4)
Max Horz
2 - 86(LC 32)
Max Uplift
2 = 536(LC 8)
8 - 924(LC 9)
Max Grav
2 = 1791(LC 1)
8 = 2682(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3914/1188, 3-4=-3555/1109,
4-5=-3529/1097, 5-6=-5674/1881,
6-7=-6475/2212, 7-8=-6396/2182
BOT CHORD
2-14=-1084/3581, 13-14=-1716/5656,
12-13=-2054/6475,11-12=-2054/6475,
11-19=-1923/5915, 10-19=-1923/5915,
8-10=-1901/5834
WEBS
3-14=-408/303, 4-14=-720/2430,
5-14=-3088/1146,5-13=-237/448,
6-13=-1093/527, 6-11=-385/492,
7-11=-322/672, 7-10=-429/1598
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5Apsf; BCDL=5Apsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) ` This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 2=536, 8=924.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 269
lb down and 246 lb up at 23-0-0 on top chord, and
1368 lb down and 488 lb up at 214-12, and 412 lb
down and 111 lb up at 22-114 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (S).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-60, 4-5=-60, 5-7=-60, 7-9=-60, 2-8=-20
Concentrated Loads (lb)
Vert: 7=-172(B) 10=412(B) 19=-1368(B)
tv
3x6 II 400
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 166 lb FT = 10%
arnq rkttetlaeyki.rt•t¢eIx"FIISC,(IViSE}-";{;r(r'y SEF rk i.tNSdC.MIXllCM?(r'IJM; 84'T1,OXO7r-cO iOEA iMk.red{vprefaxers fa!rffitales to IAt',t..; Oexir 7elrler!rGG!fu 14tliM1atl. it61t ..rE tddeat(jp}tati!'t Cif. Udns FIIN.rJ :MNMHe iDO. wNA41Nt4tslA..rt aul N Me tlpi NINH 4:< n. Deng ftg ror. xT fttt h}atl.at taix xr tAD npesM rt rw:•raiaw asia,tg0.4-4f nrasAunr tkavr, ia;xp e tW NIt01W ,-It" It, i.:h kur:.-P tw tt o.m ,,tkdM AnItony T. Tombo ill, P1, t51 f!lM,3lct 5 px/iri4lh tSrNANlllrtft'fQ-H4.110.(I.MIfINM'?Nt>S9f.'IhiMINfgDklrtb• V?k:Nli dlu1 .1}i(;ff(litlY.dl:.ifM!Nf rY+l 'h if9 dlk'PPbNIf!Idi S dpt tlYt,vl6,1iAl;sr.aIN ftlNMftwth K'10 tk. rvA{*! I,0 z 80083Otkt'; OK"tte(.M"';_x'e}IfW., TOP W1.FaI-wrrdo.,o'N,wit" (inP"SnmImn.p Mt Whits I,rM.4IIG atEM—l%It— PNnct IV I kYn: Ae ream 4. b" W Wn Ie t, I —COI-, 111 ),IV nfn m[IRSr Nv,411, mess `
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Fort Moce, rL 34946
Copy<ighl@2916d-ItaefG ssesAnrkenyT.fom6erltP.E. Rtpioauaione( It's dnlument,rrtaapbtm,itpw6iM1iredwirhoutrpewtiUeapamissioehnmAIRoof Fresset-8nl6oerC.iemtoIII, III.
Job Truss
WRCDRCL 18101GE
Al
I KINGPOST 1 1
Job fRe nceC' re _(optional)
gn@aitruss.coffl Run: A.uos Nov122017 Print: 8.120 s Nov 12 2017 MiTek Industries, ID:
tdgFhviEVYsgU3b_jPYJ3cyuE5n-2vkpt39agiru( 7-
1 10-8-0 21-4-0 7-
1 5-0-15 10-8-0 4x4
3x4
U4 17
16 15 14 13 7x6
LOADING (
ps" SPACING- 2-0-0 CS1. DEFL. in (loc) Ildefi L/d TCLL
20.0 Plate Grip DOL 125 TC 0.35 Vert(LL) 0.0318-23 999 360 TCDIL
10.0 Lumber DOL 125 SC 0.29 Vert(CT) 0,0618-23 999 240 BCLL
0.0 Rep Stress Incr YES WEI 0,33 j Horz(CT) 0.01 17 n/a n/a BCDL
10.0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.04 18-23 999 240 LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 WEBS
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 6-0-0 oc purlins.
BOT
CHORD Rigid
ceiling directly applied or 6-0-0 oc bracing, Except:
10-
0-0 oc bracing: 2-18,17-18. JOINTS
1
Brace at Jt(s): 19 MiTe -
k recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide REACTIONS.
All bearings 10-9-8 except Ot=length) 2=
0-3-8, lb) -
Max Horz 2= -
86(LC 13) Max
Uplift All
uplift 100 lb or less at joint(s) 16,
15, 14, 13, 11 except 2=- 1 48(LC 12), 17=-
186(LC 12) Max
Grav All
reactions 250 lb or less at joint(s) 16,
15, 14, 13, 11, 11 except 2=
417(LC 1), 17=661(LC 1) FORCES, (
lb) Max,
Comp./Max. Ten. - All forces 250 (lb) or less except whenshown.
TOP
CHORD 2-
3=-463/391 BOT
CHORD 2-
18=-216/396, 17-18=-216/396, 16-
17=-190/282, 15-16=-190/282, 14-
15=-1901282,13-14=-190/282, 11-
13=-190/282 WEBS
3-
20=-6091537, 19-20=-595/522, 17-
19=-640/571, 6-17=-270/121 NOTES-
1)
Unbalanced roof live loads have been considered for
this design, 2)
Wind: ASCE 7-10 ' Vult= 1 50mph (3-second gust) Vasd=
I 16mph, TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat.
11; Exp C; Encl., GCpi=0,18; MWFRS (envelope) and
C-C Exterior(2) zone; cantilever left and right 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)
All plates are 1.5x4 MT20 unless otherwise indicated.
4)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads.
5) *
This truss has been designed for a live load of 20,
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members, 6)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint(
s) 16, 15, 14, 13, 11, 11 except Ot=lb) 2= 148, 17=
186, LOAD
CASE(S) Standard
A0012220
lim
12
PLATES
GRIP MT20
244/190 Weight:
105 In FT = 10% Anthony
T, Combo [11, P F WW -
00.' 8003 44SI
SC Lui;£ BIA, PSw
N164
1 kvhq! C kA010 I. 'pohiMto 1601 ....... Whoyl I-NIV H,
Job Trus
WRCDRCL B02
Al Roof Trusses, Fort Pierce, FL 34946, design@a
6-2-11
4x4
I fuss Type
I
Q'y
Common
3S.Com Run: $.120 s Nov 12 201 7-Pni
ID:tdgFh
4-5-5
4x4
5X8 -
8.120 s Nov 12 2017 MiTek li
fYsgU3bjPYJ3cyuE5n-W5H
10-8-0 1 21-4-0
10-" 10-8-0
FPlate Offsets (X
I
Y)-- [8,04-0 - 0-
1
3 - -
1
4
1
LOADING (pso SPACING- 2-0-0 CSL DEFL. in loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC O.53 Vort(LL) 0.18 8-14 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0-63 Vert(CT) 0.41 8-14 631 240
BCLL 0.0 Rep Stress Incr YES I WB 0.26 Horz(CT) 0,04 6 n1a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.12 8-14 999 240
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 or 3-11-2 oc
purlins.
BOT CHORD
Rigid coiling directly applied or 7-3-6 oc bracing.
MiTe k 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)
6 = 91310-3-8 (min.0-1-8)
Max Herz
2 86(LC 16)
Max Uplift
2 = 275(LC 12)
6 275(LC 13)
Max Grav
2 = 913(LC 1)
6 913(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-161811203, 3-4=-1228/895,
4-5=-1228/895,5-6=-161811203
BOTCHORD
2-8=-96611463, 6-8=-97211463
WEBS
4-8=-4231684, 5-8=-457/525,
3-8=-457/525
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf ' BCDL=5.Opsf ' h=25ft;
Cat, 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown, Lumber
DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Ot=lb) 2=275, 6=275.
LOAD CASE(S)
Standard
A0012221i
I
i, Inc, Wed May 2 11:16:29 2018 Page 1
2r-zI0Jey7d3QHrbZ3jnr,aiBObrHlmJzKZqm
70 22-4-0
11 1 lb-o 1
Dead Load Deft. = 1/4 in
4x4
PLATES GRIP
MT20 2441190
Weight: 91 lb FT = 10%
W
ij
A-4
Arrhony T. Tomb,,):11, P
9 v 1 10q kA4,4 a W ,M.). k-q M 4 N "w. 0
N ks.'• h'", . (*V .aw . 1k, TOP W 1. "A., .1 0 M W169 tm"w i0*' Ti(Fr pm,w . TA .4 %, P4., TV I W- 1, 0' 0 t' I ',q' 14'. i ,, M-r- .1 1'" " 'o-
4451 St, Lucie Blvd.
o,t P,erce, FL A946
Job Truss Truss Type Qty Ply
A0012222
WRCDRCL B03 Common 3 1
ort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed May 2 11:16:30 2018 Page 1
ID:tdgFhvjE VYsgU3b_jPYJ3cyuE5n-_HrZIIBgBw5cdTD8hKafp38kd67pJ9P9pVOsIIzKZgI
1 0 0 6-2-11 1 Q-8-0 15-1-5 21-4-0
11 0 p+ - 6-2-11 f -- - 4-5-5 I-
4-5-5
l- -- - 6-2-11 I
4x4 '-
Dead Load Deft. = 114 in
4x4 -= 5x8 ... 4x4 --
10-8-0 10-E
Plate Offsets {XzY)-- [2 0 1 6 Edge] j6 0-1-6LEdgej, [7:0-4 0 0-3-4L _
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deFl L/d
TCLL 20.O Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.18 7-10 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) 0.41 7-10 624 240
BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.04 6 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.13 7-10 999 240
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 or 3-10-3 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 7-1-5 oc bracing.
MiT e- k recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide
REACTIONS. (lb/size)
6 = 852/Mechanical
2 = 915/0-3-8 (min.0-1-8)
Max Horz
2 - 95(LC 12)
Max Uplift
6 = 246(LC 13)
2 = 275(LC 12)
Max Grav
6 - 852(LC 1)
2 = 915(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1622/1212, 3-4=-1232/904,
4-5=-1233/905, 5-6=-1626/1217
BOT CHORD
2-7=-1007/1467, 6-7=-1013/1472
WEBS
4-7=-433/689, 5-7=-463/531,
3-7=-457/524
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4) ` This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Ot=lb) 6=246, 2=275.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 89 lb FT = 10%
ow" hm,'.'"l.p-*,'S MV??'WSES=,N"' R%!Ut lztM4 I.WC-K%T4m 11019,E atPi*3601`W. 4"(!,.a,F16-F._tes,u.;ln+him x. Chu s+§..elc c a4 en lk 1N. ul. N,.
tee:?. rin Inds rIe¢Ma r'mta,aia. E:ata `ei.3V'ee » N';xPue or et arE"vU ep¢,aslm.=:paa tar yNerlwY. mpu zg ngeai eq tK ha I Fr iw 1 aMr reteatei .«tf.. eaM.'.n, txl iTc ; .aaant aktw;.. O'W, Anthony T iphihO IL, P.F. wlf {
I Rl: kwX+d :i'e SrNSH+ 11lafi lee U,-% wlzttrtM.'W'r *V m".11 al fif. :NRc,GI''Y} 80083 a+
t 9 capc ns ,n.m. allk' 1 n 'kTVwop r r Wp n, r n: wwaand 1e W.. rc pw WA hue4a r4 n. p .or 4451 Sr €.ucie Blvd. 8e+:u
3dwN i, ,,.t4x[tp.l pa +r .ry.l pn. nni.N. ,st trr N.,ye LAy-.ee I,i{, Nt Fe+il tr Qt4epa a taSSintt+e Egesitt ll tr Ktigy. k:4.Irhiid lt...,mt FS kSna€le?A 3_ FaI, Pier; , FL 34946 Cap7;(g9t %
20#6A4Roat 6ussa4sikun. {. faaba 6f. P_;. $apiodu;tion o!@is datumc t. is ertrlmm:3p oiukitE rtftGnN lhR wlfi ett, pElminiun iram 8t teat llusacsAnlfioxyllnmbo El€, P.E.
J00 ( I russ I russ type Qty Ply
WRCDRGL IC01GE Common Supported Gable 1 1
A001222
N
N
1
1 truss.com 12 2017 MiTek Industries, Inc.
10-10-0 I 11-10-0 I1-0-0 5-5-0
4x4 =_
10 9
1.5x4 II 1.5x4 II
10-10-0
1.5x4 ll
5
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.14 Vert(LL) 0.00 7 n/r 90
TCDL 10.0 Lumber DOL 1,25 BC 0.08 Vert(CT) 0.00 7 n/r 80
BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 6 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MITek recommends that Stabllzers and required l
cross bracing be installed during truss erection, in 1accordancewithStabilizerInstallationguide.
REACTIONS. All bearings 10-10-0.
lb) - Max Horz
2= 48(LC 12)
Max Uplift
All uplift 100 lb or less at joint(s) 2,
6 except 10=-122(LC 12), 8=-122(LC 13)
Max Grav
All reactions 250 lb or less at joint(s)
2, 6, 9 except 10=270(LC 23),
8=270(LC 24)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
3-10=-194/294. 5-8=-1941294
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) 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) Gable requires continuous bottom chord bearing.
5) Gable studs spaced at 2-0-0 oc.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
7) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 2, 6 except (jt=lb) 10=122, 8=122.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 44 lb FT = 10%
amr:np N,wi0-10r t,4e tk `d liJ IP,.c. C:e r, k,15,7;tM<t.1Mwt,.A4:USri,N'KfP:atC 86tEp&RA}'?xz. rnhtet:p waeetui ghxN n e n Ass `a,4Prn e Ao.q;?DG uE a!+a *?1-11:.t:4wz 'Ncs„10Na'04,.1,
N-H ixaefaO WI,1;a IV ltt:5n 4t, i d,s 3, ctyanm nanlnl. 41,w o,ro zw'j " W" Rstiip a Na rq44"WwN<t eb .!h: I.! q e wa)"ex +¢04,aidve;. ,~1, Anthanv
T. lomt.Q Ili, R.F. wrON4aWoOONC . N,"—"-It Irye f x'ee L..y;eapaa.. N, p and*W Rr iG; ae'ke ua 1r N red w£ +I- !a•rypa dk4e s33 M rtr ha6 eBNe I. naxmtmd11 t.,I s ea ,A n.,4 alai M Ne "W,od,d .^ 8(lr?&T N R
N"INOW aA m a,. klim ttn+a'k i.tC ai xrn Est faaM s'bE Pxq laa n4dxtt Nih+ a4} rd3 ca -h Pmf4 km;ttu d4 4 dgelax % S 4.as Abe •t,yesmi n aH lamd`k, ,,, Mc:}a:. ,.3u+p,krarc.ra rvs maadt,xu .airs. Ir-klraVro
tl.a, .41,.ua sy.R .r,,;u a.,uyoe pm-s ,.s.i rst eM dn,s.,s,.q zd;olw Ki.a:a,«+, ...,. 44515[. Curia WA,
Fat* Pierce, Ft,
3490 apy"Ohl+°t
706 A I Raol fwswt AolbaayCTOMWIII .F(-Rtioeda!tioo oflbiy do(twol,mveytvmrspohibitadt-AwIht-"to ptrmiuiaaham A 16411-1" Anthoxy t. Iambo III P.E.
Job Truss Truss Type
k
WRCDRCL cj Jack-Open Supported Gable
A0012224
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017
ID:tdgFhvjEVYsgU3b_jPYJ3cyuE
1-0-12 0-8-14
1-0-12 1 0-8-14
LOADING last) SPACING- 2-0-0 CSI.
TCLL 20,0 Plate Grip DOL 1.25 TC 0.25
TCDL 10.0 Lumber DOL 1.25 BC 0.09
BCLL 0.0 Rep Stress Incr YES WB 0.00
BCDL 10.0 Code FBC2017/TP12014 Matrix-R,
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 0-8-14 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc, bracing,
Mi-Tek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer installation guide.
REACTIONS. (lb(size)
6 179/0-7-0 (min.0-1-8)
5 = 6(Mechanical
3 58/Mechanical
Max Horz
6 = 44(LC 12)
Max Uplift
5 = A I (LC 12)
3 = 58(LC 1)
Max Grav
6 = 179(LC 1)
5 = 171LC 10)
3 = 10(LC 8)
FORCES. (lb)
Max. Comp,/Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vutt= 1 50mph (3-second gust)
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 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) Truss designed for wind loads in the plane of the
truss only. For studs exposed to wind (normal to the
face), see Standard Industry Gable End Details as
applicable, or consult qualified building designer as per
ANSIITPI 1.
3) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web),
4) Gable studs spaced at 2-0-0 oc.
1.5x4 11
0--a.14
Industries, Inc. Wed May 2 11:1
DEFL. in (loc) I/clefl L/d PLATES GRIP
Vert(LL) 0.00 6 >999 240 MT20 244/190
Vert(CT) 0.00 6 >999 180
Horz(CT) -0.00 3 n/a n/a
Weight: 6 lb FT = 10%
5) This truss has been designed for a 10,0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) * This truss has been designed for a live load of
20 ' Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 5, 3.
LOAD CASE(S)
Standard
AW IS, D01-04 4eirrts Rup I ID9;w"m,..ept,014po!ln.ot.E,,qr.,""Idflsfties110,k I.P1 IDDW! 'W 141 *W'k`t 49iwy T. Tmbo ill, ' F,
N mulo'.W' 74"'. . ttxtc . Z 80083
NhA'jh"" V —wwt . IkIN1.0 Vw-o rw- oft 1064 P.W'k"" Tnwwl ' AU.0* at N,,4451 St. Lude Blvd.
r-fWhq F,,A Pierce, FL 34046
opyujhlCl footbussas-Aaihoap t.lombo llt R.E. Rapmdupioa of this doromoai, ianal totm,is prohibited without 5c vhtlea puimunoo from Ad foa(Grsses-hnd oarLlomho lll, p4.
Job Truss ( Truss Type
WRCDRCL Cji !Corner Jack 6 i I
Job
A001222
truss,com Run: 8,120 s
1-0-0
v i z zu i f tnnu u, i zu s N
I D: tdg F I)vj E V Ysg U 3b_j PY
f -1 11
0-11-11
0- 11 - i I
2X4
0-11-11
0-11-11
17 MiTek Industries, Inc. Wed May 2 11:16:33 2018 Page I
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 5 999 240 MT20 244/190
TCDL iMo Lumber DOL 1,25 BC 0.01 Vert(CT) 0.00 5 999 180
6CLL 0.0 Rep Stress Incr YES i WB 0.00 Horz(CT) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 j Matnx-MP Weight: 5 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 0-11-11 oc
purfins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiUk recommends that Stabilizers and required
I I I
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 = 8/Mechanical
2 = 130/0-7-4 (min, 0-1-8)
4 -1/Mechanical
Max Herz
2 = 38(LC 8)
Max Uplift
3 = -5(LC 12)
2 -82(LC 8)
4 -1(LC 1)
Max Grav
3 8(LC 22)
2 130(LC 1)
4 15(LC 8)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDI-=5.Opsf; h=25ft;
Cat, 11; Exp C; Encl., GCpi=0,18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 3, 2, 4.
LOAD CASE(S)
Standard
qm! "".N *4 1 1"V WW 'iMtr' 61141, T11W 4 OKWIlck) MUN W 44' itup '—W, .4 )"r, N-'I"T", W N A.I., I 104' P i Ift— 1'tw .4., - W"' .4-" 004. * TO *T 4,
4 'At" r. 10 " . 0,4 ksl,'* 44- ' .!'Al' kq'.e, . -"' OW * ju A"re, k '", lm .4.4 .*, lot '0' .4M M 1 11 th'wl —W- "q*W'1 Anthony T. Totnb3 it!, Pl," 0 0
N, V ..' Wtkn 0, "4.5*w d 1* 0 "0 a tw wic" uwj . 'N-0.o 0 lu W, %a C .44, 4f .1 IK l -h 4* d rk, V H .' h6lr04,1 "" w", ""I ,m W %'Wo. d k..j 'W sf-- 0 Of 1.
P'0111s .4 rK., e 414.164 fftrftm wl W.". mpj: "W'W. . M .4 A(A .' 0-0 . P.. ya4— 1p'l M., 11 "1,- 1441, W N, 0 V I 3 r' E'j— W h, 4 $0083
1 4451
R, Lucie Blvd, 4, N"—
p iq— W !" 1.4, Vo,t
Pierce, FL 34946 oppqhiO 2016
A I 601-w AnIhoyl.lomholil P.E. loof1mm hothonvi, lombolll,? L Zt '-4 " ""
I
Job Trusss
I
Truss Type Qly Ply
Job Reference
WRCDRCL_ cilp Corner JackI
Al Roof Trusses, Fort Pierce-, FL M946,- design 6altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTel
ID:tdgFhviEVYsgU3b_jPYJ3cyuE5n-OsXiw
1-0-0- 0-11-11
1-0-0 0-11-11
A0012226
2x4
LOADING psf) SPACING- 2-0-0 CS1. DEFL. in floc) I/defi L/d PLATES GRIP
TCLL 20.O Plate Grip DOL 1.25 TC O.09 Vert(LI-) 0.00 5 >999 360 MT20 244/190
TCOL 10.0 Lumber DOL 1.25 BC O.01 Vert(CT) 0,00 5 >999 180
BCLL 0.0 Rep Stress Incr YES I WB 0.00 Horz(CT) 0.00 4 n/a n/a
BCDL 10.10 Code FBC2017ITP12014 Matrix -MP W ind(LL) 0.00 5 >999 240 Weight: 5 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No,2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 0-11 -11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTelk recommends
11
that - Stabilizers a
I
nd
I -
r - eq
I
u
11
ire
I
d
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 = 8/Mechanical
2 130/0-7A (min. 0-1-8)
4 1/Mechanical
Max Herz
2 35(LC 8)
Max Uplift
3 4(LC 12)
2 = 71(LC 8)
4 I(LC 1)
Max Grav
3 8(LC 3)
2 130(LC 1)
4 13(LC 8)
FORCES, (lb)
Max. Comp,/Max, Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf: h=15ft;
Cat. 11; Exp C: End., 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 forcos & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections,
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 3, 2, 4.
LOAD CASE(S)
Standard
4"
qiew top.'.
An h,,)n'y T. Tomito 711, E,
0 1k0.. hryW" ''t, m4r, al. It, li. 4: *lk, wsb*.5et, to TKI 7 $0083
t'4"; a A, fl. IM W IV ro." a We" (.pv "'I. twoo,, vl "W'w " IN.4 A(A .' 0—. * P— P4., Ir I k*, $1,14—tAll W W" "*a 1"" k,iew' 1— N't ?- e r", 44 51 St. Lun,. Blvd.
fort P;etce, FL 349461opylijklo2016Aibalillelse, Alithoyi'll,mbell0J, Ittleroe(Voiltill Ilf let 10(veleei". ny (wile'n proh,haild Aw the Anthittyl
Job cuss Truss Type Qty ply
WRCDRCL CJ2 Corner Jack 1 1 A0012227
Al Roof Trusses, Fort Pierce, FL 34946, design@a 1 truss, com Run: 8,120 s Nov 12 2017 Print- 6.1-20 s Nov I I - 2
11
2017 - -
1 11
Mi
I
To
I
k
11
Industries, Inc,
11
W
I
ed "
I
M
ID:tdgFl lvjEVYsgU3b_jPYJ3cyuE5n-s35487ELF8b264XwwAfb—,
1-0-12 2-8-9
11-6-12 1 --- m.§ i
2x4 11
LOADING (pso SPACING- 2-0-0 CSL DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1 25 TC 0.30 Vert(LL) 0.011 4-5 999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) 0,00 4-5 999 240
BCLL 0,0 Rep Stress Incr YES i WB 0.00 Horz(CT) 0.02 3 n/a n/a
BCDL 110.0 Code FBC2017/TP12014 Matrix -MR Weight: 11 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SIP No.2
WEBS 2x4 SIP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-8-9 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTdk recommends that Stabilizers and required
cross bracing he installed during truss erection, in
accordance with Stabilizer Installation guide,
REACTIONS. (lb/size)
5 190/0-7-4 (min, 0-1-8)
3 59/Mechanical
4 24/Mechanical
Max Herz
5 = 73(LC 9)
Max Uplift
5 91(LC 8)
3 = 52(LC 12)
4 37(LC 9)
Max Grav
5 190(LC 1)
3 59(LC 1)
4 47(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=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 & MWIFIRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20-Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 5, 3, 4.
LOAD CASE(S)
Standard
Too
my T, Ioombo1k1.1MqT1'q.' N;.k#01WK ITT 0.41t." mn,
P.4." IT, 4451 St, Lucie Blvd.
2016A I
FA Perm, F L 341)46
I Job _
JackTruss
Truss Type
WRCDRCL CJ3 Corner J
Al Roof Trusses, Fort Pierce,
I 11
FL 34946, design@a1truss.com
iffolDI
2x4
M
A0012228
8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc, Wed May 2 11:16:35 2018 Page 1
10:tdgFhviEVYsgU3bjPYJ3cyuE5n-LFfSLTFzOSivkE66UuAqW6riB7yG_TkuzmkdzzzKZqg
2-11-11
2-11-11
E
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.00 7 999 360
TCDL 10.0 Lumber DOL 1.25 6C 0.10 Vert(CT) 0.01 4-7 999 240
BCLL 0.0 Rep Stress Incr YES WEI 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.01 4-7 999 240
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 2-11-11 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
Mite-k-recommends-- that Stabilizers and required -
I I I
i
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 = 70/Mechanical
2 187/0-7-4 (min. 0-1-8)
4 36/Mechanical
Max Herz
2 75(LC 12)
Max Uplift
3 = 48(LC 12)
2 71 (LC 8)
Max Grav
3 70(LC 1)
2 187(LC 1)
4 51 (LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown,
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd= I 16mph; TCDL=5.Opsf BCDL=5.Opsf; h=25ft;
Cat, 11; Exp C; Encl., GCpi=0,18; MWFRS (envelope)
and C-C Exterior(2) zone, cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1 .60 plate grip DOL=11,60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 In uplift at
joint(s) 3, 2.
PLATES GRIP
MT20 244/190
Weight: 11 lb FT = 10%
0",vt M .0 1A 1, Antkmy T. T ombo :11, p1 H
Z 80083 4451
St, LodeBlvd. Fo,t ?
Ivrce, FL 34946
Job Truss
I
Truss Type Q tY P'i
WRCDRCL CJ3P Corner Jack 14 : - -- 1
Job Reference (opt
Al Roof Trusses, Fort Pierce, FLU(b646, designaltruss,co-m- -- - - Run8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Indi
ID:tdgFlivjEVYsgU3b_jPYJ3cyuE5n-LFfSL
1-0-0 2-11-11
1-0-0 2-11 -11
2x4
LOADING pso i SPACING- 2-0-0 CSL DEFL. in loc) Udell L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vrl,LL, 0,01 4-7 999 240
TCDL 10.0 Lumber DOL 1.25 BC 0,14 Vert(CT) -0,01 4-7 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2017rTP12014 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-11 -11 oc
purlins,
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
Mifek recommends that Stabilizers
11
andnd required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide,
REACTIONS. lb/size)
3 = 70/Mechanical
2 = 18710-7-4 (min. 0-1-8)
4 = 36/Mechanical
Max Horz
2 = 67(LC 12)
Max Uplift
3 42(LC 12)
2 103(LC 8)
4 30(LC 9)
Max Grav
3 = 70(LC 1
2 = 1871LC 1)
4 51 (LC 3)
FORCES. (lb)
Max. Comp./Max, Ten, - All forces 250 (lb) or less except
whenshown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
Cat. 11; Exp C; Encl., GCpi=0,18; MWFRS (envelope)
and C-C Exterior(2) zone cantilever left and right
exposed; end vertical left exposed; porch left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10,0 psf bottom
chord live load nonconcurrent with any other live loads,
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members,
4) Refer to girder(s) for truss to truss connections,
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 3, 4 except Ot=lb) 2= 103.
LOAD CASE(S)
Standard
A0012229
0
11: 16:35 2018 Page 1
7xd—TkuzmkdzzzKZqg
PLATES GRIP
MT20 244/190
Weight: 11 lb FT = 10%
Wort, N
An' woor h,,ny T. TD;-nbo N!, ;1 E. u t01.4" i, tot "'for4w 0 tk4— $, 0..", 14 W*q h'", N wns 0 1W iq " t W* *% tz*rqek W fM, 1, ".. a V4 W iol . 44 rx 0 4t 3- .4" wop Nw. W kn ao, 0 Ati
me, 1< W I" IM wr*rV-11 I'MPAO- oil. t1do" r"IM" Kx 4-0* Z 80083 4451
SC Lucie Blvd. fiepurm,
cima of Ms dowomrri,,n QRT form,,, pobrh.lkd ctireiii the nroerr ptfrmwao from k I 4of lmr," Fort
D'erce, FL 34946
WRCDRCL 1 CJ5 1 Jack -Open
A0012230
1truss.corn Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc.
ID:tdgFhviE\[YsgU3b_jPYJ3cyuE5n-pRDqYpFbnmrmLOgII
1-0-0 4-11-11
4-11-11
1
2x4
4-11-11
LOADING (psf) SPACING- 2-0-0
11
t CS11. DEFL.- in loc) I/defi L/d
TCLL 20,0 Plate Grip DOL 1.25 TC 0,41 Vert(LL) 0.03 4-7 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0.06 4-7 999 240
BCLL 0.0 Rep Stress Incr YES WB 0,00 Horz(CT) 0,00 3 n1a n/a
BCDL 10,0 Code F8C2017fTPI2014 Matrix -MP Wind(LL) 0.06 4-7 999 240
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 4-11-11 oc
pudins,
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc; bracing.
MiTAak-recommends - that Stabilizers an - d
I
required
I I
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS, (lb/size)
3 = 126/Mechanical
2 = 263/0-7-4 (min. 0-1-8)
4 64/Mechanical
Max Harz
2 115(LC 12)
Max Uplift
3 89(LC 12)
2 80(LC 12)
Max Grav
3 126(LC 1)
2 263(LC 1)
4 90(LC 3)
FORCES, (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd= 1 16mph; TCDL=5.Opsf; BCDL=5,Opsf-, h=25ft;
Cat, 11; Exp C: Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members,
4) Refer to girder(s) for truss to truss connections,
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at
joint(s) 3, 2.
flu
PLATES GRIP
MT20 244/190
Weight: 17 lb FT = 10%
W.
ij ."
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0II,, I. W*qk"J", M—W 01,l, I0 .0K Wlh 4,0 0I:*W[h 1 Mq..!W4 OWT k4q, a'st, l.010. .6 kv, .0 4 1. IT Z 80083
h—, w.!. WWAA 1. Vwt-'m P'Na"(4, 0,40, 1 ". W,iI M-01WIIKA. .11,- 4451 St. lurie Blvd,
To I., ACT Aq- I.-it , f4AI.r.(Wom Fott FL 34046
AnthaftylA.MIA01101,
WRCDRCL FG1C 'FLAT GIRDER 1 A0012231
2
2-10-10
design@altruss,com Run: 8
3 8-0-6 10-71-
2-6-14 2-6-
5x8 6x6 2x4 11
120 s Nov 12 2017 Print: 8,120 s
ID:tdaFhviEVYsoU3b
4x8 2x4 11
I 579_0
2-6-14
Industries, Inc, Wed Mav 2 11:16-
Dead Load Defl. = 7/16 in
5X8 10x14 1000
8 9 10
10XI0 -
1 11 - 11 - ZX4 11
5x8 7x10 MT20HS
2x4 11
2-10-10 5-5-8 8-0-6 9-1-9 0-7A1-
5-ii-
12-0-15 13-2-2 15-9-0 18-3-14 21-2-8f2-6-14
1 1 I I 1 1 1 1 1 - 1 1
1-0 1
1
1-5-11 1-1-3 2-6-14
11 - - 1 -
2-6-14 2-10-10
Plate Offsets (X,Y)-- [4-0 3-0 E dg et (9:0-7- 0, 0- 3 A 1, LIO :0-5- 0 0-3-41, f 11:0-2 2,0-9-% (19:
1
0-7-0,0-3A], [20:
1
0-5 - -(M 20:0-2-12,0-0-01
LOADING (psf) SPACING- 2-0-0 CS1, DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) 0.35 16 713 360 MT20 244/190
TCDL 10,0 Lumber DOL 1.00 BC 0.83 Vert(CT) -0,81 16 309 240 MT20HS 187/143
BCLL 0.0 i Rep Stress Incr NO WEI 0,94 Horz(CT) 0.09 11 n/a n/a
BCDL 10.0 i Code FBC20171rPI2014 Matrix -MS Weight: 265 lb FT = 10%
LUMBER -
TOP CHORD 2x6 SP 240OF 2,OE
BOT CHORD 2x6 SP 240OF 2,0E
WEBS 2x4 SP No-2 *Except*
Wl: 2x6 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-7-13 oc
purfins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
REACTIONS. (lb/size)
20 = 2597/0-7-4 (min. 0-1-8)
11 2900/0-7-4 (min, 0-1-8)
Max Herz
20 = 35(LC 6)
Max Uplift
20 = 424(LC 4)
11 234(LC 5)
Max Grav
20 2981 (LC 2)
11 3101(LC 2)
FORCES. (lb)
Max, Comp,/Max. Ten. - All forces 250 (lb) or less except
whenshown.
TOP CHORD
1-20=-2517/375,1-2=-7604/1044,
2-3=-7604/1044, 3-4=-16415/2047,
4-5=-16415/2047,5-6=-16415/2047,
6-7=-16653/1742, 7-8=-1665311742,
8-9=-7593/671, 9-10=-7593/671,
10-11 =-2657/179
BOTCHORD
20-21=-189/1261, 19-21=-189/1261,
19-22=-1737/13154,22-23=-1737/13154,
18-23=-1737113154, 18-24=-1737/13154,
17-24=-1737/13154, 17-25=-2036/17745,
16-25=-2036/17745, 16-26=-2036/17745,
15-26=-2036/17745, 15-27=-1266/13254,
14-27=-1266/13254, 13-14=-1266/13254, 13-28=-1266/13254,
12-28=-1266113254, 12-29=-106/1283,
11-29=-106/1283 WEBS 1-19=-901/
6663,
3-19=-5848/732, 3-18=-34/573,
3-17=-329/3435, WEBS 1-19=-901/
6663,
3-19=-5848/732, 3-18=-34/573,
3-17=-32913435, 6-16=-62/402,
7-15=-655/0, 9-12=-318/0, 10-12=-59416629, 8-
12=-5964/627, 8-15=-502/3581,
6-15=-1151/389, 6-17=-1507/0 NOTES-
1) 2-ply truss
to
be connected together with 10d 0. 13 1'xX) nails
as follows: Top chords connected as follows:
2x6 - 2 rows staggered at 0-7-0
oc. Bottom chords connected as follows:
2x6 - 2 rows staggered at 0-9-0
oc. Webs connected as follows: 2x4 -
1 row at 0-9-0 oc 2) All loads are considered
equally applied to all plies, except if noted as front (
F) or back (B) face in the LOAD CASE(S) section. Ply
to ply connections have been provided to distribute only
loads noted as (F) or B), unless otherwise indicated. 3)
Wind: ASCE 7-10;
Vult=150mph (3-second gust) Vasd=1 16mph; TCDL=5.
Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C: Encl.,
GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ;
end vertical left exposed; Lumber DOL=1.60
plate grip DOL=1.60 4) Provide adequate drainage to
prevent water poncling. 5) All plates are
MT20
plates unless otherwise indicated. 6) This truss has
been
designed for a 10.0 psf bottom chord live load nonconcurrent with
any other live loads. 7) * This truss has
been
designed for a live load of 20.Opsf on the bottom
chord in all areas where a rectangle 3-6-0 tall
by 2-0-0 wide will fit between the bottom chord and any other
members. 8) Provide mechanical connection (by
others) of truss to bearing plate capable of
withstanding 100 lb uplift at joint(s) except (jt=lb)
20=424, 11 =234, 9) Load case(s) 2,
14, 15, 16, 17, 18 has/have been modified. Building designer must review
loads to verify that they are correct for
the intended use of this truss. 10) Hanger(s) or other
connection device(s) shall be provided sufficient to support concentrated
load(s) 326 lb down and 46 lb
up at 2-0-0. 326 lb down and 46 lb up at 4-0-0,
326 lb down and 46 lb up at 4-8-8, 326 lb down and 46 lb up
at 6-8-8, 326 lb down and 46 lb up at 8-8-8, 326
lb down and 46 lb up at 10-8-8, 84 lb down and 94 lb up
at 11-9-0, 84 lb down and 94 lb up at 13-9-0, 84
lb down and 94 lb up at 15-9-0, and 84 lb down and 94 lb
up at 17-9-0, and 84 lb down and 94 lb up at 19-
9-0 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 I Plate Increase=1.00
Uniform Loads (plf) Vert: 1-
6=-60, 11-
20=-20 Concentrated Loads (lb) Vert: 16=-
276(B) 13=-
84(B) 21 =-276(B) 22=-276(B) 23=-276(6) 24=-276(
B) 25=-276(6) 26=-84(6) 27=-84(B) 28=-84(
B) 29=-84(B) Trapezoidal Loads (plf) Vert: 6=-
270-to-10=-
190 2) Dead + 0.75 Roof
Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate
Increase=1 .00 Uniform Loads (plf) Vert: 1-
6=-80, 11-
20=-20 Concentrated Loads (lb) Vert ' 16=-
326(6) 13=-
71(6) 21 =-326(B) 22=-326(B) 23=-326(B) 24=-326(
B) 25=-326(B) 26=-71(B) 27=-71 (B) 28=-71(
6) 29=-71 (B) Trapezoidal Loads (plf) Vert: 6=-
278-to-10=-
209 14) Dead: Lumber Increase=0.
90, Plate Increase=0.90 Pft. metal=0.90 Uniform
Loads (plf) Vert: 1-
6=-60, 11-
20=-20 Concentrated Loads (lb) Vert: 16=-
274(8) 13=-
34(6) 21 =-274(B) 22=-274(6) 23=-274(B) 24=-274(
6) 25=-274(B) 26=-34(B) 27=-34(B) 28=-34(
B) 29=-34(B) Trapezoidal Loads (plf) Vert: 6=-
225-to-10=-
185 Continued on page 2 I
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1601'"W5
h1huyl.],,00111 P1, o,( Tierce, FL 34946
I Job Truss Truss Type I QtY Ply
WRCDRCL FG1C FLAT GIRDER 11 2
A0012231
truss,com
LOAD CASE(S)
Standard
15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber
Increase=11.60, Plate lnr-rease=1.60
Uniform Loads (plf)
Vert: 1-6=-59, 11-20=-20
Horz: 1-20=31
Concentrated Loads (b)
Vert: 16=13(B) 13=69(B) 21=13(B) 22=13(6)
23=13(B) 24=13(B) 25=13(6) 26=69(8) 27=619(B)
28=69(B) 29=69(B)
Trapezoidal Loads (plf)
Vert: 6=-244-to-10=-143
16) Dead + 0,75 Roof Live (bal.) + 0,75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber
Increase=1,60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-6=-59, 11-20=-20
Horz: 1-20=-8
Concentrated Loads (lb)
Vert: 16= 1 3(B) 13=69(6) 21 = 1 3(B) 22= 1 3(B)
23=13(B) 24=13(B) 25=13(B) 26=69(B) 27=69(B)
28=69(B) 29=69(6)
Trapezoidal Loads (plf)
Vert: 6=-217-to-10=-140
17) Dead + 0.75 Roof Live (hal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-6=-59, 11-20=-20
Horz: 1-20=24
Concentrated Loads (lb)
Vert: 16= 1 3(B) 13=69(B) 21 = 1 3(B) 22= 1 3(B)
23=13(B) 24=13(B) 25=13(B) 26=69(B) 27=69(B)
28=69(B) 29=69(B)
Trapezoidal Loads (plf)
Vert: 6=-236-to-10=-143
18) Dead + 0.75 Roof Live (bal,) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel):
Lumber Increase=1,60, Plate InGrease=1.60
Uniform Loads (plo
Vert: 1-6=-59, 11-20=-20
Herz: 1-20=-5
Concentrated Loads (lb)
Vert: 16= 1 3(B) 13=69(B) 21 = 13(8) 22= 1 3(B)
23= 1 3(B) 24= 13(6) 25= 1 3(B) 26=69(B) 27=69(ts)
28=69(B) 29=69(B)
Trapezoidal Loads (plf)
Vert: 6=-217-to-10=-140
12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc, Wed May 2 11:16:37 2018 Page 2
ID:tdgFhvjEVYsgU3b_jPYJ3cyuE5n-HemCmBGDY3_dzYFVblClbXxxfxSMS9YBQ4Di2rzKZqe
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4 A'ro N'O' *Too W, .4" rhi Anh(,ny 1. Tc)mtx) :1% D,E,
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4451 $t, lunc, Blvd,
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WRCDRCL FLO 1 Floor
Al Roof Trusses, Fort Pierce, FL
1
34946, design@altruss.com
4x8
2
1 i I I
i Job, Reference
s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTel
ID:tdgFhviEVYsgU3b_iPYJ3cyuE5
ll
A 0 0 22 3 2
2 11: 113:38 2018 Pagel
T2pLn_BeiLfKyHalzKZqd
1-6 2-2-8 0-,11-814-9
Dead Load Defl, = 3116 in
3x4 3x6 FP- 3x4 3x10
4 5 6 7 8 9 10 11
22- 9
2 ri
3x6 4x8 3x 12 MT 20HS FP 3x4 3x4 4x8 3x6
l.5x4 SP
Plate Offsets (XY)-- _tl:Edge,0-0-121, [10:0-2-12,Edgel,
LOADING (pso SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1,00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017ITP12014
LUMBER -
TOP CHORD 2x4 SP M 30(flat) *Except*
T2: 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No,3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-2-2 oc
purfins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
12 = 1146/0-7-4 (min. 0-1-8)
18 1146/0-7-4 (min, 0-1-8)
Max Grav
12 = 1146(LC 1)
18 = 1146(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-371510, 3-4=-371510, 4-5=-4892/0,
5-6=-4892/0, 6-7=-4892/0, 7-8=-4892/0,
8-9=-3713/0, 9-1 0=-3713/0
BOT CHORD
17-18=0/2162, 16-17=0/4608,
15-16=0/4608,14-15=0/4892,
13-14=0/4611, 12-13=0/2163
WEBS
10-12=-2391/0,2-18=-2390/0,
10- 1 3=0/1 714, 2-17=0/1 717, 9-13=-254/0,
3-17=-257/0, 8-13=-992/0, 4-17=-987/0,
8-14=-981743, 4-15=-100t750,
5-15=-353/9, 6-14=-348/9
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) All plates are 1.5x4 MT20 unless otherwise indicated,
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0131"
X 3") nails, Strongbacks to be attached to walls at their
outer ends or restrained by other means,
CSI. I DEFL. in (loc) I/defi Lld PLATES GRIP
TIC 0.78 Vert(LL) 0.43 14-15 586 360 MT20 244/190
BC 0.87 Vert(CT) 0.59 14-15 426 240 MT20HS 187/143
1
WB 0.82 i Horz(CT) 0.10 12 n/a n/a
Matrix-S Weight: 103 lb FT = 10%F, 10%E
LOAD CASE(S)
Standard
Do lip-Md . Ik, Im .4 4n IM I 740"P.-y- 'Mo- Anthony 1, lomb:) :11, P.L.
z 80083
4451 St, Lurie Blvd. z t Fart P2erce. VL 14946
Job Truss Truss Type
Fty PlyWRCDRCLFL02Floorj_ 1
A0012233
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FIL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed May 2 11 16:38 2018 Page 1
ID:tdgFhvjEVYsgU3b jPYJ3cyuE5n-IgKbzUHrJN6Ubigh90jX81T5FLokBc1LfkyHalzKZgd
0-1-8
Ni__.
2-6-0. _- 1 11-6-0 li 1-10-12 11 1-6-0, 11-3-01f 2-2
Dead Load Deft. = 118 in
3x8 3x4 3x4 _= U6 FP-:- 4x8 - 30 I! 3x4 3x4
25 24 23 22 21 20 19 18 17 16
3x6 - 3x8 3x3 - 3x4 3x8 MT20HS FP-- 3x8 3x4 - 30
4x8
20-9-4
Plate Offsets (X,Y)-- [1:Edge,0-0-12], [14:0-1-8,Edge], (18:0-1-8,Edge), [19:0-3-0,Edge], [20:0-2-8,Edge], [22:0-1 -8, Edge], [24 i
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (foe) Ildefl Ud
TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) -0.37 23-24 >670 360
TCDL 10.0 Lumber DOL 1-00 BC 0.82 Vert(CT) -0.51 23-24 a487 240
BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.07 19 n/a n/a
BCDL 5.0 Code FBC2017/TP12014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP M 30(flat) NOTES-
BOT CHORD 2x4 SP M 30(flat) 1) Unbalanced floor live loads have been considered
WEBS 2x4 SP No.3(flat) for this design.
BRACING-
2) All plates are MT20 plates unless otherwiseTOPCHORDindicated.
Structural wood sheathing directly applied or 6-0-0 oc All plates are 1.5x4 MT20 unless otherwise
purlins, except end verticals. in
BOT CHORD 4) Provide4) Provide mechanical connection (by others) of truss
ceiling directly applied or 6-0-0 oc bracing. to bearing plate capable of withstanding 100 lb uplift at
REACTIONS. (lb/size) joint(s) 16.
5) Recommend 2x6 strongbacks, on edge, spaced at
16 - 262/0-7A (min. 0-1-8) 10-0-0 oc and fastened to each truss with 3-10d
25 - 1033/0-7-4 (min. 0-1-8) 0.131" X 3") nails. Strongbacks to be attached to
19 = 1950/0-3-8 (min. 0-1-8)
walls at their outer ends or restrained by other means. Max Uplift
16 - -66(LC 3)
6) CAUTION, Do not erect truss backwards.
Max Grav
16 - 365(LC 4) LOAD CASES)
25 = 1050(LC 10)
Standard
19 = 1953(LC 9)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3311 /0, 3-4=-3311 /0, 4-5=-4085/0,
5-6=-4085/0, 6-7=-4085/0, 7-8=-2638/0,
8-9=-2638/0, 9-10=-2638/0, 10-11=0/1771,
11-12=0/1771, 12-13=-568/382,
13-14=-568/382
BOTCHORD
24-25=0/1962, 23-24=0/3996,
22-23=0/4085, 21-22=013666, 20-21=
0/3666, 19-20=-24/942, 18-19=-
823/301, 17-18=-382/568, 16-17=-
382/568 WEBS 11-
19=-
310/0, 2-25=-2169/0, 10-19=-
2548/0, 2-24=0/1492, 10-20=
0/1941, 8-20=-278/0, 4-24=-758/0, 7-20=-
1200f0, 4-23=-272/469, 7-22=0/848, 6-22=-
390/0, 14-16=-625/421, 12-19=-
1328/0, 13-18=-402/0, 12-18=
0/801 29-10-
8 9-1-
4 PLATES GRIP
MT20 244/
190 MT20HS 187/
143 Weight: 146
lb FT = 10%F, 10%E vary t
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WRCDRCL jFL03
Al , Roof Trusses, Fort Pierce, FL 34946,
2-6-0
3X8
o
Truss type (fit y Ply 11
Floor 4 1 A0012234
1 -
I", , , I Job Reference fo Ajonclesign9ailtruss.com 'i 6: n 8 Page
I
IRun: 8. 120 s Nov 12 2017 Print: 8. 120 s Nov 12 2017 MiTek Industries, Inc. Wed May 11 39 1 - -
ID:tdgFhviEVYsgU3b-jPYJ3cyuE5n-DOuzBqIT4hELCrPtjiFmhyOF?183w45UuOiq6kzKZqc
1 1-6-0 1-10-12 1-6-0 1-3-0 1-10-4 1-3-0
Dead Load Deft. = 1/8 in
3x4 3x4 Us FP 4x8 3x3 11 30 3x3
3x6 3x8 3x3 3X4 3x8 MT20HS FP 3x8 3x6
4x8
20-9-4PlateOffsets(X,Y)-- 1,:Edge,0-0---12 jj18:0-3-0,E,dqej, [19 0-2-12,Edgej, J21:0-1-8,Eo -071 -8,0-0-12] gejt25:0 21 (27:0 1 LOADING (ps.)
SPACING- 2-0-0 CS11, DEFT. in (loc) I/defl L/d TCLL 40.
0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.3722-23 665 360 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(CT) -0,51 22-23 483 240 BCLL 0,
0 Rep Stress Incr YES WB 0.87 Horz(CT) 0,08 18 n/a n/a BCD L
5,0 Code FBC2017ITP12014 Matrix-S LUMBER - TOP
CHORD
2x4 SP M 30(flat) BOT CHORD
2x4 SP M 30(ftat) WEBS 2x4
SP No.3(flat) BRACING - TOP
CHORD
Structural wood
sheathing directly applied or 6-0-0 oc purlins, except
end verticals, BOT CHORD
Rigid ceiling
directly applied or 6-0-0 oc bracing. REACTIONS. (lb/
size) 24 = 1065/
0-7-4 (min. 0-1-8) 15 -11/
0-3-8 (min.0-1-8) 18 1737/
0-3-8 (min, 0-1-8) Max Uplift
15 -198(
LC 3) Max Grav
24 = 1069(
LC 10) 15 185(
LC 4) 18 1737(
LC 1) FORCES. (lb)
Max. Comp./
Max. Ten, - All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-
3392/0, 3-4=-3392/0, 4-5=-4249/0, 5-6=-
4249/0, 6-7=4249/0, 7-8=-2881 10, 8-9=-
2881/0, 9-10=-2881/0, 10-11 =0/1 123, 11-12=
011120, 12-13=-96/475 BOTCHORD 23-24=0/2002, 22-
23=
0/4120, 21-22=0/4249, 20-21 =
0/3871, 19-20=0/3871, 18-19=
0/1 240, 17-18=-475/96, 16-17=-
475/96, 15-16=-475/96 WEBS 2-
24=-2213/0, 2-
23=
0/1 537, 3-23=-251 /0, 4-23=-805/0, 4-22=-
207/549. 5-22=-260/62, 10-18=-
2495/0, 10-19=0/1832, 8-19=-
265/0, 7-19=-1 110/0, 7-2 1 =0/782, 6-
21 =-36 1 A 13-15=-1201628, 12-18=-995/
0 NOTES- 1) Unbalanced floor live loads
have
been considered for this design, 2) Ail 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 capable of withstanding
100 lb uplift at joint(s) except (jt=lb) 15=
198. 5) Recommend 2x6 strongbacks, on edge,
spaced at 10-0-0 oc and fastened
to each truss with 3-10d 0. 13 1" X 3") nails.
Strongbacks to be attached to walls at their outer ends or
restrained by other means. 6) CAUTION, Do not erect truss
backwards, LOAD CASE(S) Standard 270 9
T PLATES GRIP
MT20
244/190
MT20HS
187/143
Weight: 1291b FT=
10%F,10%
E 1114 m 4451 S(. h)dc
Blvd. OPY1,
11il(c) 70164 1 bolhmw
bfhPi,yl' 1044111,1"J, .6ovillit I'mNIIIJ1 Fah `)er(e, Fl- 314946
Job Truss
WRCDRCL FL04
Truss Type City Ply I
Floor 1
1 A0012235
1 Job Reference (optional)
igaltruss.com Run: 8-120 s Noiv-112 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed May 2 11:16:39 2018 Page I
10tdgFhviEVYsgU3b_jPYJ3cyuE5n-DOuzBqIT4hELCrPtiiFmhyOlplGgwF2UuOiq6kzKZqc 1-
6-0 1-3-0 '1 1-8-0 1-3-0 1,
5x4 11 3x4 3x3 11 3x3 1 .5x4 11 1
2 3 3x4 4 5 6 30 7 30 -
3x8 - 6-
11 - 12 7- 6-
11-12 iff%
pts ix Y\-- 0-1-8.Ed-ciel- 13-0-1-8.Edoel LOADING (
psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d TCLL
40.0 Plate Grip DOL 1.00 TC OA5 Vert(LL) OM 13-14 999 360 TCDL
10,0 Lumber DOL 1.00 BC 0.29 Vert(CT) 0.04 13-14 999 240 BCLL
0.0 Rep Stress Incr YES WEI 0.17 Horz(CT) 0,01 8 n/a n1a BCDL
5.0 Code FBC20171TPI20114 Matrix-S 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 purlins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (
lb/size) 14
37410-3-8 (min. 0-1-8) 8
247/Mechanical 11
649/0-3-8 (min. 0-1-8) Max
Grav 14
383(LC 10) 8
274(LC 7) 11
655(LC 8) FORCES. (
lb) Max,
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-563/0, 5-6=-264/0 BOTCHORD
13-
14=0/563, 12-13=01563, 11-12=0/563, 10-
1 1=0/264, 9-10=0/264, 8-9=0/264 WEBS
2-
14=-620/0, 3-11 =-603/0, 6-8=-351 /0, 5-
11 =-31 1 /0 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 oc and fastened to each truss with 3-10d (0.131" X
3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means. 4)
CAUTION, Do not erect truss backwards. LOAD
CASE(S) Standard
3x3
PLATES
GRIP MT20
244/190 Weight:
61 lb FT = 10%F, 10%E 4451
St, LJcke Blvd Pw,
se, 4L AIA6 ejoy'
sQhl C 294 k I tool lwiei Anthofty t 4mho III, F i, I'pod."t'so 0llou dsmmtnl m.oq lost, n F'O'b0d .41-1 It, -fte pvoo's"." I'm A l Root I'oim t"It"T 1, T-W M 9 [
Job truss Truss type QtY Ply
WRCDRCL FL05 Floor A00122361
Job Reference(optional)
esign@altruss.com Run: E1,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed May 2 1 1:16A0 2018 Page IAlRoofTrusses, Fort Pierre, FL 3444fi, d r -
I
ID:tdgFhviEVYsgU3b-iPYJ3cyuE5n-hDSLOA15r_,MBq?_3GRm?DAZOU8UD(XDd62ROfAzKZqb
0-1-8
4 1, - 2-6-0 11-111170 1-6-01 1-3-0 17870 , I i-J'3'0
Dead Load Deft. = 1/8 in
3x8 3x4 3x4 3x6 FP 4x8 3x3 11 3x3 3x4
3x6 3x8 3x3 : 3x4 3x8 MT20HS FP 4x8 : 3X8 3x4
20-"
20-4-8 29-9r4 24-7-0 25-5-8
20:4-8 0!4-12 3-3-8 1-4-8
0,04
Flats 1utTsets-(Y,,Yj-- t13:0-1-8,ladgej, [18:0-3-0,Edge, t19 0-2-12,Edgej,
LOADING (pso SPACING- 2-0-0 CS1. i DEFL. in (loc) I/defl L/d
TCLL 40.0 Plate Grip DOL 1,00 1
071TC Ved(LL) 0.37 22-23 665 360
TCDL 100 Lumber DOL 1.00 BC O 82 Vert(CT) 0.51 22-23 482 240
BCLL 0:0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.08 18 n/a n/a
BCDL 5.0 Code FBC2017[TP Matrix-S
LUMBER -
TOP CHORD 20 SP M 30(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 20 SP No,3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals,
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size)
15 -61/Mechanical
24 1060/0-7-4 (min. 0-1-8)
18 1774/0-3-8 (min, 0-1-8)
Max Uplift
15 -242(LC 3)
Max Grav
15 165(LC 4)
24 1064(LC 10)
18 1774(LC 1)
FORCES. (lb)
Max, Comp,/Max. Ten. - All forces 250 (lb) or less except
when shown,
TOP CHORD
2-3=-3370/0, 34=-3370/0, 4-5=-4204/0,
5-6=-4204/0, 6-7=4204/0, 7-8=-2803/0,
8-9=-280310, 9-1 0=-2803/0, 10-11 =0/1 225,
11-12=0/1223, 12-13=-581525
BOT CHORD
23-24=011991, 22-23=0/4086,
21-22=0/4204, 20-21 =0/3809,
19-20=0/3809, 18-19=0/1 146,
17-18=-525/58, 16-17=-525/58,
15-16=-525/58
WEBS
2-24=-2201/0, 10-18=-251 1 /0,
2-23=0/1 525, 10-19=0/1 849, 3-23=-250/0,
8-19=-266/0, 4-23=-792/0, 7-19=-1 127/0,
4-22=-214/537, 7-21 =0/795, 5-22=-255/65,
6-21 =-367/0, 13-15=-77/699,
12-18=-1045/0, 12-17=0/265
NOTES-
1) Unbalanced floor live loads have been considered for
this design,
2) All plates are MT20 plates unless otherwise indicated.
3) All plates are 1,5x4 MT20 unless otherwise
indicated.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Ot=lb) 15=242.
6) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od
0, 13 1" X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
7) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 2441190
MT20HS 187/143
Weight: 127 lb FT = 10%F, 10%E
4% 4RAe 1! Tm4C t 10-t AWW.-,
1470 k:fl""
W ":-
i,
4451 Si, Duoe Wvd
t 70164 1 ROUT htl ARfAgRv i Imb011, P f `
w* ibiet,,v, 1 341W,
I
WRCDRCL_ FL05GE Floor Supported Gable 1 1 _jReference_p (otional) A0012237 .
lob
RoofAl
Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc, Wed May 2 11:16:40 2018 Page I ID:
tdgFhviEVYsgU3b_jPYJ3cytjE5n-hDSLOA15r—mBq?_3GRm?DAZYY8gitkad62ROfAzK7qb 11,
5x4 H 21.5x4 11 31.5x4 11 9
5
4 1.
5x4 is 1,5x4 11 1,5x4 11 1-
10-8 1-
10-8 Plate
Offsets 14:Edge,0-0-1 2] LOADING (
psf) SPACING- 2-0-0 CS1, DEFL. in (loc) Wort L/d PLATES GRIP TCLL
40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL) n/a n/a 999 MT20 244/190 TCDL
10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a n/a 999 BCLL
0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 4 n/a n/a BCDL
5.0 Code FBC2017rrPI2014 Matrix-R Weight: 10 lb FT = 10%F, 10%E LUMBER -
TOP
CHORD 2x4 SP No.2(flat) BOT
CHORD 2x4 SP No,2(flat) WEBS
2x4 SP No,3(flat) OTHERS
2x4 SP No.3(fiat) BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 1-10-8 oc purlins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (
lb/size) 6
65/1-10-8 (min. 0-1-8) 4 =
13/1-10-8 (min. 0-1-8) 5 =
115/1-10-8 (min.0-1-8) Max
Grav 6 =
65(LC 1) 4 =
13(LC 1) 5
115(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown, NOTES-
1)
Gable requires continuous bottom chord bearing. 2)
Truss to be fully sheathed from one face or securely braced
against lateral movement (i.e. diagonal web). 3)
Gable studs spaced at 1-4-0oc. 4)
Recommend 2x6 strongbacks, on edge, spared 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
RiV*
cis, A SE 0-7 T"'WP! Anthonw T,
Tombo HIJ F z 8003
4451 cie
N 1,
4" kv 'c!", 14— 0. W" w S Lu
Piercc', K
BW 34946
b7ppqhf
2016A
I Rol I,Mei ArANyT 4Mkilirf, Aahoyl 10.610 #1
WRCDRCL Fl-06
Al Roof Trusses, Fort Pierce F
I
L
276-0
Truss Type
Floor
truss.com Run: 8.126 s
11-6-O 1-101-1112 11 1-61-0it
I*)1t) Reference (optionall"
12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc
ID: tdgFhvjEVYsgU3b_jPYJ3cyuE5n-9POicWJkcIU2S9Z(
1-100 1-3-0
Wed May 2 11
3x6 3x4 3x4 3x6 FP,,, 4X8 3x3 11 3x3 3x3 3x3 11
2 3 4 5 A 7 A q In 11 11
A0012238
1 2018 Page 1
nLiBxBr-zKZqa
1-- 1-4-1 N-11-8
Dead Load Dell. = 118 in
3x4
1 31 lr 9
30
26 25 24 23 22 21 20 19 18 17
3x6 3x8 3x3 3x4 3x8 MT20HS FP 3X8 3x8 30
I .5x4 SP - 4x8
20-9-4 4-10
Plate Offsets (X,Y)-- 1:Edge,6-0-12], [2:0-2-8,Edge], [7:0-1-12, Edge],
1 [
15:0-1-8, E dg e], [21:0-3-4,Edge], [22:-64-8,Eclge], 24:6-1-8,
3010- 1 -8,0-0-12]
LOADING (pso
l
SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d
TCLL 40.0 Plate Grip DOL 1,00 TC 0,97 Vert(LL) 0.3625-26 680 360
TCDL 10,0 Lumber DOL 1.00 BC 0.92 Vert(CT) 0.50 25-26 492 240
BCLL 0.0 Rep Stress Incr NO i WB 0.94 Horz(CT) 0.06 21 n/a n/a
BCDL 5.0 Code FBC2017rrPI2014 i Matrix-S
LUMBER -
TOP CHORD 2x4 SP M 30(flat)
BOT CHORD 2x4 SP M 30(flat) *Except* WEBS
B2: 2x4 SP No.2(flat) 14-18=-954/0, 2-27=-2059/0,
WEBS 2x4 SP No.3(flat) 2-26=0/1379, 4-26=-642/0,
BRACING- 4-25=-304/399, 10-21 =-2625/0,
TOP CHORD 10-22=0/1983, 8-22=-274/0,
Structural wood sheathing directly applied or 6-0-0 oc 7-22=-1264/0, 7-24=0/879, 6-24=-405/0, pudins,
except end verticals. 13-18=-256/461, 12-21 =-559/0, BOT
CHORD 15-18=-1991/0, 15-17=-7211600 Rigid
ceiling directly applied or 6-0-0 oc bracing. NOTES -
REACTIONS.
All bearings 0-7-4 except (jt=length) 1) Unbalanced floor live loads have been considered 21=
0-3-8,18=0-3-8. for this design. lb) -
Max Uplift 2) All plates are MT20 plates unless otherwise All
uplift 100 Ity or less at joint(s) indicated, except
17=-321(LC 3) 3) All plates are 1,5x4 MT20 unless otherwise Max
Grav indicated. All
reactions 250 lb or less at joint(s) 4) Provide mechanical connection (by others) of truss except
17=534(LC 4), 27= 1 002(LC 3), to bearing plate capable of withstanding 321 lb uplift at 21=
1657(LC 13), 18=1782(LC 14) joint 17. 5)
Recommend 2x6 strongbacks, on edge, spaced at FORCES. (
lb) 10-0-0 oc and fastened to each truss with 3-10d Max.
Comp./Max. Ten. - All forces 250 (lb) or less except 0.131" X 3") nails. Strong backs to be attached to when
shown. walls at their outer ends or restrained by other means. TOP
CHORD 6) CAUTION, Do not erect truss backwards, 2-
3=-3109/0, 3A=-310910, 4-5=-3679/0, 7) In the LOAD CASE(S) section, loads applied to the 5-
6=-3679/0, 6-7=-3679/0, 7-8=-2023/0, face of the truss are noted as front (F) or back (B). 8-
9=-2023/0, 9-1 0=-2023/0, 10-11 =0/2200, 11 -
1 2=0/2195, 12-13=011890, 13-32=0/1
735, 14-32=0/1 735, LOAD CASE(S) 14-15=0/1
747 Standard BOT CHORD 1) Dead +
Floor Live (balanced): Lumber 26-27=0/1862,
25-26=013690, Increase=1.00, Plate Increase=1,00 24-25=0/3679,
23-24=0/3158, Uniform Loads (plo 22-23=0/3158,
20-21=-1890/0, Vert: 17-27=-10, 1-32=-100, 16-32=-400(F=-300) 19-20=-1890/0,
18-19=-1890/0, 17-18=-4621555 WEBS
14-18=-954/
0,
2-27=-205910, 2-26=0/1379, 4-26=-642/0,
4-25=-304/399, 10-21=-2625/0,
10-22=0/1983, 8-22=-274/0,
7-22=-1 264/0, 7-24=0/879, 6-24=-405/0,
13-18=-256/461, 12-21 =-,559/0,
15-18=- 1991 /0, 15-17=-721/600
Edge], [28:0-1-
8,0-0-1 PLATES GRIP MT20 244/
190 MT20HS
187/143 Weight:
150lb FT=10%
F,10%E 4,n"bony T.
Tombo Ai, 1 E 0 W 1 exik" E let"4 W'Wn 0 t' 1-' 1. fw o 0 w lo, 1, 4: .4 1, !" k 0: 4, ) R i I, 'r.. 0 10 -K .4 0 o. T'-, "401 k'w'q in q, W4teq M, A 1. 0 r. 1W W 1.
ym' 0 k Wit" fiwm *q "W'W tM WhO r'- *'4- r 30083 0'*u ism 1, .,Ihq
k! dqw-te"'I 4451 St, Lucie, Blvd, 41 lWlbqlsts Anthony 1. lombo110J, lfooflmwsFo(t Pieice, FL '4946
k
Job [u sS
WRCDRCL FrLO7 G E AlRoofTrusses,
Fort Pierce, FL 34946 OFIT 8
1 2
Truss Type
Qty Ply I A0012239 Floor
Supported
Gable 1 1 1 Job Reference (optional) truss,com
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed May 2 11:16:42 2018 Page 1 ID:tdgFhvjEVYsgU3b_
jPYJ3cyuE5n-eba5psKMNccv3JBSOsoTibeupyMH7e—waMwUi3zKZqZ OFIT8 3
4
5 6 7 a LOADING (psf)
SPACING- 2-0-0 CS1. TCLL 40.
0 Plate Grip DOL 1.00 TC 0.08 TCDL 10,
0 Lumber DOL 1 BC 0*01 BCLL 0.
0 I Rep Stress Incr YES WB 0.03 BCDL 5.
0 Code FBC2017ITP12014 Matrix-R LUMBER - TOP
CHORD
2x4 SIP No,2(flat) BOT CHORD
2x4 SP No.2(flat) WEBS 2x4
SP No.3(flat) 01-HERS
2x4 SP No.3(flat) BRACING - TOP
CHORD
Structural wood
sheathing directly applied or 6-0-0 oc purlins, except
end verticals, BOTCHORD Rigid
ceiling
directly applied or 10-0-0 oc bracing. REACTIONS. All
bearings 8-7-4. lb) - Max
Grav All reactions
250 lb or less at joint(s) 16, 9,
15, 14, 13, 12, 11, 10 FORCES. (lb)
Max. Comp./
Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- 1)
All
plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable
requires continuous bottom chord bearing. 3) Truss
to be fully sheathed from one face or securely braced against
lateral movement (i.e. diagonal web). 4) Gable
studs spaced at 1-4-0 oc. 5) Recommend
2x6 strongbacks, on edge, spaced at 10-0-
0 oc and fastened to each truss with 3-1 Od (0. 131 X 3")
nails. Strongbacks to be attached to walls at their outer ends
or restrained by other means. LOAD CASE(
S) Standard 8-
1-
4 0-0-
121 DEFL. in (
loc) I/detl L/d Vert(LL)
n/a n/a 999 Vert(CT)
n/a - n/a 999 Horz(CT)
0.00 9 n/a n/a 16 20
9
19
7
PLATES
GRIP
MT20 244/
190 Weight: 39
lb FT = 10%F, 10%E 41 % ow
Arithorly
I
Tom" 111, P Sr.451
LucieBIA Fwt Fierce,
H 14946 qy;qhl
Z:, 206 A i Pool [-,t, klho.l, romboill, P1, jvM'!'pA'b0ed Aullht —"nPe*S'ioh0.A 16016"" Aplhoy 1, 1400111 P. F.
WRCDRCL IFLO8
N
6
Truss Type Qty Ply
Floor 1 1
truss,com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Ii
ID: tdgFhviEVYsgU3b_jPYJ3cyuE5n-eba5psKMNccv3J8SOsoTI
0-1-8
IlIffixfI_II —1-5-0 2 3 4 2-6-0 3X3 11
U3 U6
Plate Offlsets(X,Y)-- [1:Edge,0-0-121,[6:0-1-8,0-0-12]
A0012240 -
i2 2018 Page 1
vaMwUi3zKZqZ
LOADING (psf) i SPACING- 2-0-0 CS1. DEFL. in loc) I/defi L/d PLATES GRIP
TCLL 40,0 i Plate Grip DOL 1.00 TIC 0.81 Vert(LL) 0.00 5 .... 360 MT20 244/190
TCDL 10,0 Lumber DOL 1.00 BC 0.38 Vert(CT) 0.05 4-5 >999 240 1
BCLL 0.0 Rep Stress Incr NO WB 0.23 1 Horz(CT) 0,00 4 n/a n/a
BCDL 5.0 Code FBC2017rTP12014 Matrix-P Weight: 25 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP M 30(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No,3(fiat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-5-0 oc
purlins, except end vorticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc; bracing.
REACTIONS. (lb/size)
4 739/0-3-8 (min.0-1-8)
5 73910-7-4 (min, 0-1-8)
Max Grav
4 739(LC 1)
5 = 739(LC 1)
FORCES. (lb)
Max. Comp,/Max. Ten, - All forces 250 (lb) or less except
when shown.
TOP CHORD
3-4=-376/0
BOT CHORD
4-5=0/744
WEBS
2-4=-819/0, 2-5=-961/0
NOTES-
1) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3') nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means,
2) CAUTION, Do not erect truss backwards.
3) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (6).
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber Increase=1,00,
Plate Increase= 1 +00
Uniform Loads (plf)
Vert: 4-5=-10, 1-3=-350(F=-250)
14*11IWIV"S,*4IMrJW kAJWW I I, )JE te-4—v"", *,
dd. be Ii'm , , %, u4 . Y TOO pA—W WAIlf 'r M #"rq 14 * Nt tl,,,# .,4 TK W, #« M I 'k, dr if I,dq wohy Anthony T. Totubo 11, P.E.
N i ,qlitW'Nwol 414 it, Af 4: .4 ti, — i Oq III I 'I, W,— 0 1* IN W ", Wit 9 ft, T- owj kAq v", .4 k-3 A z 80083
4451 St. Lucie Blvd,
iIV— Kh , A i"d if 01 - o 11, TDILI , tally N;I. " I bt- e .01i't All'o"IdA td.d o III I FortP er(e, FL
34946 A1111h,op'y 1,
lomho III "P f, AIthDRYI.I#M60I11,P1
Job Truss Truss Type _._..__ Qty Ply
WRCDRCL FL10GE Floor Supported Gable 1 1
A0012241
Job Reference (optional)
At Roof Trusses, Fart Pierce, FL 34946, designQa1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed May 2 11:16:43 2018 Page 1
I0adgFhvjEVYsgU3b_jPYJ3cyuE5n-6o6UOCL_7vkmtlTjeyZJiroA3bMhZs5E4pOg2FVzKZgY
0 1 1 r 8 0}f8
3x3 -
1 2 3 4 5 6 7 8 9 10 11
26 25 24 23 22 21 20 19 18 17 16
3x3'
LOADING (psf) SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017(TP12014
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 10-0-0 oc
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 15-9-8.
lb) - Max Grav
All reactions 250 lb or less at joint(s)
26, 14, 25, 24, 23, 22, 21, 20, 19, 18,
17, 16, 15
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) All plates are 1.5x4 MT20 unless otherwise indicated.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e, diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1Od (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
3,0-0-12J
CSI.
TC 0.08
BC 0,01
WB 0,03
Matrix-S
DEFL, in (loc) I/defl L/d
Vert(LL) n/a n/a 999
Vert(CT) n/a n/a 999
Horz(CT) -0.00 16 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 71 lb FT = 10%F, 10%E
Yttguj IHN6gftAVhWaaft. M{k%C'a+t24!Nt£gt 3i li'i'--Mis
N, k amntx llal sN.ik seetnA rIrk M Es t 7 in e. r ai:. n M. .or110 w rrz k ,a" ua Va. 688Etgr i aspcese".,PW"0e4g0ruoftritWeatheUNkt, ttf,IMI F #rp evax0 ! ^tws. +»gym Anthony 1, Tomht) It', P1,
ui atFRt.'sry tx tr,,u;,au.car.+iw+ni:zgsyexks>•s.{.;<,:f r x rmtu.>t rra1-wiwe n-i. gat dt+;:,!gnrnie t.f. >y:n+spew>,vrcg Mn rot es»,mt.., 80683
n r Iler Pesygg al s tn. akro tW p'#a tu.4-*Pw,' ak r„k gx5 r# V,dy:sa:aeao W4110-01 B eta kln Pak ikl 3t<a+ bW {us< r rox Pi ld sRa,a,ptsa f>us ak Htni af:st t. aDis n r.n Cgzp.g nwM ro,fgmie a amiss
am ,tr.+.0 a :.a_apik aa km p.u.aeana¢.:rears.ht,l.t srrt:rer«w1h<a aa,trsttaFxz%ar ngg.s+a q. x>,gtht,k e.ere.xAga.a P.p.
St, Lade
494For, v[p[re, rt- 3494fi
gynola»--1Qt6k4 WLnxes- Amhonr V4M66LP.t, IoP,Qdv QVdtho60 mtnt, runny I0,m,o5Pwh,b td eAwltht eT1 tnP'1.ns,. 0.A Itooiltasvus dntAoay i. temba ElE, P.F.
WRCDRCL FL11 Floor - , - —, --- ---- -- 2 1 1 Job Reference_{optional)
All-Rooff ses-,--Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc.
ID:tdgFhvjEVYsgU3b.jPYJ3cyuE5n-608UOCL_7vkmh
0-1-8
1-1 '- 2-6-0 2-6-0 1-3-0
1.5x4 11
1.5x4 - 3x6 1.5x4 11 3x4 1.5x4 11 3x4
1 2 3 4 5 6
A0012242
1-1- : 11-643 2018 Page I
Mudsyf4pOg2FVzKZqY
Dead Load Deft. = 1/16 in
3x3 11 5x6
7 Iq
3x4 - 3x6 -- 1,5x4 11 3x4 -- 4x6 -
lil
ate urrsets_tx,yj--
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d
TCLL 40.0 Plate Grip DOL 1.00 TIC 032 Vert(LL) 0.32 12-13 593 360
TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(CT) 0.41 12-13 460 240
BCLIL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.04 8 n/a n/a
SCOL 5.0 Code FBC2017fTP12014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP M 30(flat) *Except*
T2: 2x4 SP No-2(flat)
BOT CHORD 2x4 SIP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
8 856/0-3-8 (min. 0-1-8)
14 = 856/0-7-4 (min. 0-1-8)
Max Grav
8 856(LC 1)
14 = 856(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2519/0, 34=-2519/0,4-5=-2641/0,
5-6=-2641/0, 6-7=-918/0, 7-8=-919/0
BOT CHORD
13-14=0/1 550, 12-13=0/2641,
11 - 1 2=0/264 1, 10-11 =0/2093
WEBS
8-1 0=0/ 1219, 2-14=- 1714/0, 2-13 =0/1 07 1,
6-1 0=- 1298/0, 3-13=-338/0, 6-11 =0/899,
4-13=-508/128, 5-11 =-458/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
3) Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
4) CAUTION, Do not erect truss backwards,
LOAD CASE(S)
Standard
N
PLATES GRIP
MT20 244/190
Weight: 79 lb FT = 10%F, 10%E
Ir'l iw t, suf. 1%, 001, -04 4so-r. ke+p rge+.r .Stt:+qir ie{err, uue ai tkk`r}tiethuare?a.eunelue .iuu egw+.ug nleruul, w 0, I.'r 0 U,q, jt,l, ok,14 IM .1, -4tt W :o st"r, nunprns.iWjg aonu, Wuk, An*"Iny T. Tort-& 111, P.F.
tA,q01, be It .1 IA." 1. NpibFtil. 4-t. 1—tk 0— Im lwcq Boil., 01. It, 1s C .4 n, ItigkA.! A, .1 M 171, qoa 1. V.4 ,, Wit 0 ft, 0,6.! mrOlen '. d I,,, ". M r, Ift 0 z 80083 rtnEnaxp
9a ttIneOV""AI,eee,"I wlx te, 111) W 1. pol", .1 "W"t, 0 4, Woq (.Mm Wfw plem rf 1 9(4 to A-0 1. 1— PA— 11, 1 A *. V eo ao 0 1, 1 d
44$1 St. Lucie Blvd. tieztFortPierce, FL 34946 AnIhorriLlomboill'
P.J. Repweit;dian of this orrNment, in .y form, it prohibited .4041 the 6"en pewwort fwar A I Root lm- ARthwl.1#40111,1`1
ljob --- - --- WRCDRCL
Al Roof Trus-s
FL12G___,
d -- Fort Pierce, FL 3494-&(
0-1-8
8
FLOOR GIRDER
truss.wm
Ply
1 1 1
A0012243
Job Reference_(qp Lomal) I
120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed May 2 11:16:43 2018 Page 1
ID:tdgFhvjEVYsgU3b_jPYJ3cyuE5n-6o8UOCL_7vkmhTjeyZJiroAtGMbrs?S4pOg2FVzKZqY
3x4 - U4 -
4 - 1
1
8 ------
k4e Offsets (XY ItEdge,0-0-1-21,110-1 -8,Ed9e1---
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) 0.01 6-7 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC OA4 Vert(CT) 0.02 6-7 999 240
BCLL 0.0 Rep Stress Incr NO WS 0.40 Horz(CT) 0.01 5 n/a n/a
BCDL 5.0 Code FBC2017ITP12014 Matrix-P Weight: 24 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP M 30(flat)
BOT CHORD 2x4SPN0.2(flat)
WEBS 2x4 SP No,3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-1-8 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
8 = 1102/0-7-4 (min. 0-1-8)
5 = 850/Mechanical
Max Grav
8 = 1102(LC 1)
5 = 850(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-9=-1073/0, 3-9=-1073/0
BOT CHORD
7-8=0/1320, 6-7=0/1320, 5-6=011073
WEBS
2-8=-1734/0, 3-5=-1409/0, 2-6=-282/0
NOTES-
1) Refer to girder(s) for truss to truss connections.
2) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od (0, 13 1"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means,
3) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber lncrease=1.00,
Plate Increase=1.00
Uniform Loads (plf)
Vert: 5-8=-10, 1-4=-100
Concentrated Loads (lb)
Vert: 2=-756 9=-756
Anthony 1. lambo 111, P.E.
k—j M1 t' A'- ,W'W!' 9 80083
W-
4451 S. tide Blvd,
f0t, Pwf"P, rt 34946
kftdvoyl lomWill'i"L 'o net tom, pph'biltd wflAw the -'fto F"Mmm" fie. A I fool I ...... Aotfioqyl 1-loo6t P.1,
WRCDRCL I FL13G Floor Girder 11 1
J
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 1
ID: tdgFhvjEVYsgU3b__jPYJ:
0-1-8
H f 2-6 0 1-3 1 f 1 5 12.
1.5x4 11 1.5x4 II
1.5x4 3x8 - 1.5x4 II 3x4 - 1.5x4 11 3x4 = 3x6 FP
0
1 2 3 4 5 6 7 8
J-1 _
T1
20tr' 19 18 17 16 15
3x6 =:_ 3x8 3x3 -= 302 MT20HS FP
1.5x4 II 3x8
18-7-4
18-7-4
1 B,Edgej, [15:0 3 0 Edgej [21:0
LOADING (psf) SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr NO
BCDL 5.0 Code FBC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP M 30(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
6-0-0 oc bracing: 13-14.
REACTIONS. (lb/size)
14 = 2466/0-3-8 (min.0-1-8)
20 - 1031/0-7-4 (min.0-1-8)
Max Grav
14 - 2466(LC 1)
20 - 1076(LC 13)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3417/0, 3-4=-3417/0, 4-5=-4331/0,
5-6=-4331 /0, 6-7=-3862/0, 7-8=-3862/0,
8-9=-3862/0, 9-10=-559/1216,
10-23=-559/1216, 11-23=-559/1216
BOT CHORD
19-20=0/2013, 18-19=014170,
17-18=0/4331, 16-17=0/4331,
15-16=0/4331, 14-15=0/2693
WEBS
10-14=-347/0, 2-20=-2226/0,
9-14=-3645/0, 2-19=0/1552, 9-15=0/1398,
3-19=-256/0, 7-15=-317/0, 4-19=-832/0,
6-15=-838/52, 4-18=-1771590.
5-18=-279/61, 11-14=-1217/422
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
4) CAUTION, Do not erect truss backwards.
AQ012244!
Wed May 2 11:16:44 2018 Page 1
HgxO0j6DmgNbNQD 1 gPboxzKZgX
1-5-12- -1
Dead Load Defl. = 1/8 in
3x3 11 3x4 1.5x4 11
10 1 11 12
14 13
4x10 _ 3x3
19-10-
1-3-4
CS1. DEFL. in (loc) I/deft L/d PLATES GRIP
TC 0.60 Vert(LL) 0.2917-18 761 360 MT20 244/190
BC 0.87 Vert(CT) 0.4017-18 551 240 MT20HS 187/143
WB 0.74 Horz(CT) 0.08 14 n/a n/a
Matrix-S Weight: 119 lb FT = 10%F, 10%E
5) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 830
lb down at 15-114, and 254 lb down at 20-3-4, and
150 lb down and 317 lb up at 22-3-4 on top chord.
The design/selection of such connection device(s) is
the responsibility of others.
6) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1,00
Uniform Loads (plf)
Vert: 13-20=-10, 1-12=-100
Concentrated Loads (lb)
Vert: 9=-750(F) 23=-174(6) 24=-90(B)
wexq NelsF tlalgtlelrneelM'bi o [k.US'si;lfr.,F.i&tk:IEiMSIt FgilC'r[.tuk,9t7.f,hGN 3<xt9,MEXFIxz-YF dykuppFxdxsaN ,a OF.gAiik.fiIsi,4,fEedacaAW.1Fnt Udes: dta=+isa uddroxe 100 aY Mntet
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i
Joe
I
I russ truss
WRCDRCL FL14 Floor
A-1-Roof FTrusses, Fort Pierce, FL 34946, design@altruss co m
0-1-8
1,5x4 11
1.5x4 --- 3x6 1.5x4 H
1 2 3
Qty ply
Job Reference (optional) ....
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Ir
ID:tdgFhvjEVYsgU3b_jPYJ3cyuE5n-2AFERtMEfX_Uwms1
1 1'3-0 27979 2-0-0
U3
3x4 1.5x4 11 3x6 FP- 1,5x4 H
4 5 6 7 8
A00122451
s 2018 Patio I
Dead Load Deft, = 1/8 in
3x6 U3 11
9 10
3x6 3X8 3x8 MT20HS FP- 3x3 - 1,5x4 11 3X8 3x6
LOADING (pso SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017rrPI2014
LUMBER -
TOP CHORD 2x4 SP M 30(flat) *Except*
T2: 2x4 SP No-2(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
pudins, except end verticals,
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing -
REACTIONS. (lb/size)
17 = 1014/0-7-4 (min. 0-1-8)
11 101410-3-8 (min. 0-1-8)
Max Grav
17 = 1014(t-C 1)
11 1014(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3161/0, 3-4 =-3161/0, 4-5=-3798/0,
5-6=-3798/0, 6-7=-3153/0, 7-8=-3153/0,
8-9=-3153/0
BOT CHORD
16-17=0/1887,15-16=0/3768,
14-15=0/3768,13-14=0/3798,
12-13=0/3798,11-12=0/1925
WEBS
2-17=-2086/0, 2-16=0/1409,4-16=-671/0,
4-14=-258/449, 9-11 =-2119/0,
9-12=0/1 358, 8-12=-254/52, 6-12=-972/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design,
2) All plates are MT20 plates unless otherwise indicated.
3) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od (0. 131
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
4) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
18-9-0
CS1. DEFL. in (loc) I/defl Ltd
TC 0.62 i Vert(LL) 0,33 14-16 677 360
BC 0.82 Vert(CT) 0.45 14-16 494 240
WB 0.67 Horz(CT) 0.07 11 n1a n/a
Matrix-S
PLATES GRIP
MT20 244/190
MT20HS 1871143
Weight: 94 lb FT = 10%F, 10%E
Anliony T. T„mt,o H!, d,E
tqi doe -H W "! 1.4 t 0 IN '46'j "M er Idlaiw. W WAO It ;7 $0083 N""
ta, k"V iepun awa 1— VtAv'. eu 4451 St, wde Blvd, Fo(
t tierce, R 34946 lkootimm
kq'000cti-o of tho 40(mot, io Q'y lot., " pohNitel .40.1 the ."not pfmi'lioo hom A lhoflmm
Job Truss Truss'
IWRCDRCL FL15 Floor
Al Roof Trusses, Fort Pierce, R 34946, aesigniga 1 truss,com
0-1-8
2-6-01
1.5x4 I
1.5x4 3x8 1.5x4 k
Ply
Job Refere (optional)
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc.
ID:tdgFhviEVYsgU3b_jPYJ3cyuE5n-2AFERtMEfX_UwmsI 3_1
1-31-02-15-01 1-3-0 3x4
1.5x4 11 A
S 1,
5x4 11 3x4 3x6
FP 1.5x4 11 A
7 A a A00122461.
1 -
5
418'Page 1 3 .
K98KOzK7,qW Dead
Load Deft. = 118 in 3X8
U3 11 1.
11 3x6 =
3x12 MT20HS FP 3x4 3x4 3X8 3x6 3x10
Plate
11Offsets (X,Y)-- [1: Edge,0-0- 121, t2:0-3-0, Edge], (I( LOADING (
psf) SPACING- 2-0-0 TCLL
40.0 Plate Grip DOL 1,00 TCDL
10.0 Lumber DOL 1,00 BCLL
0.0 Rep Stress Incr YES BCDL
5.0 Code FBC2017rTP12014 LUMBER -
TOP
CHORD 2x4 SP M 30(flat) *Except* T2:
2x4 SP No.2(flat) BOT
CHORD 2x4 SP M .30(flat) WEBS
2x4 SP No,3(flat) BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 4-7-10 oc purlins,
except end verticals, BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing, REACTIONS, (
lb/size) 12 =
1133/0-3-8 (min.0-1-8) 18
1133/0-7-4 (min.0-1-8) Max
Grav 12
1133(LC 1) 18 =
1133(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-3662/0, 34=-3662/0, 4-5=-4777/0, 5-
6=-4777/0, 6-7=-4777/0, 7-8=-4777/0, 8-
9=-3689/0, 9-1 0=-368910 BOT
CHORD 17-
18=0/2135,16-17=0/4527, 15-
16=0/4527, 14-15=014777, 13-
14=0/4545,12-13=0/2181 WEBS
10-
1 2=-2401/0, 2-18=-2360/0, 10-
1 3=0/1 668, 2-17=0/1 689, 9-13=-254/0, 3-
17=-259/0, 8-13=-946/0, 4-17=-957/0, 8-
14=-1 18/718, 4-15=-1 051738, 5-
15=-396/22, 6-14=-384130 NOTES-
1)
Unbalanced floor live loads have been considered for this
design. 2)
All plates are MT20 plates unless otherwise indicated. 3)
Recommend 2x6 strongbacks, on edge, spaced at 10-
0-0 oc and fastened to each truss with 3-1 Od (0. 131 X
3") nails, Strongbacks to be attached to walls at their outer
ends or restrained by other means, 4)
CAUTION, Do not erect truss backwards, 20-
11-0 20-
11-0 gel, [
14 CSL
DEFL. in (loc) I/clefl L/d PLATES GRIP TC
0.74 Vert(LL) 0.41 13-14 602 360 MT20 244/190 BC
0.8. Vert(CT) 0.56 14-15 438 240 i MT20HS 1871143 WB
0,80 1 1Horz(CT) 0.09 12 n/a n/a Matrix-
S Weight: 103 lb FT = I O%F, 1 O%E LOAD
CASE(S) Standard
41
A-
4 1`— U.Im! I tic 441A, RIBS A 0011M 1— 44 44,iPpmu,w An'
tiony T. Tornbo 111, ') E, 14dr 1— N 0— "A-0 ", 1* 1.14" D"". 'hw al.W.A.,heit 0 1" M, tw j V, .6 k-I f, o 80083 4451
Ski, Lucie Blvd, FA
Pierce, fl- 34946 oppighl
0 2016k I b0flow, Aft&yl 1040111, P.E. w'"erptimmi0filimA I 11WI'm's Whoyi, 104401'Pt.
Job Truss Truss Type Qty Ply
WRCDRCL FL16GE Floor Supported Gable 1 1
A0012247
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design4attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inca Wed May 2 11 16:46 2018 Page 1
ID:tdgFhvjEVYsgU3b_ jPYJ3cyuE5n-WMpcfDNsQg6LYwRDdhtPTRoapZjG3SzWV_uisgzKZgV
0}t{ 8 0i11-8
30
3x3 3x6 FP-'--
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
r2T1 ,, t ., _ T_. _ ,'
93 ST1 ST1 ST1 ST1 ST1 ST1 STt ST1 ST1 ST1 ST1 Wv ST1 ST1 ST1 Sri 1
36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19
3x6 FP = 3x3 30
20 11-0
Plate Offsets (X,Y)-- [1:Edge,0-0-12j,137:0-1-8_,0-0-121, [39:0-1-8t0-0-12j
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1,00 BC 0.01 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB a.03 Horz(CT) -0.00 19 n/a n/a
BCDL 5.0 Code FBC20171TPI2014 Matrix-S Weight: 95 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 10-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 20-11-0.
lb) - Max Grav
All reactions 250 lb or less at joint(s)
36, 19, 35, 34, 33, 31, 30, 29, 28, 27,
26, 25, 24, 23, 22, 21, 20
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) All plates are 1,5x4 MT20 unless otherwise indicated.
2) Gable requires continuous bottom chord bearing,
3) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 14-0 oc.
5) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
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ia Nos to Me.sadatoe @ nk.wt k; t ?xc ciag . e r+ 7 ua t'u ,aa s e inr„ t s«r+ u o- u»g <,w 4a.+ ea geaa. t k u.ee a*t i'w+, wr, n. Gakre t;=A ,er e:. .m nk Anthony T. Tombo lti. P.E,
Ha.0 mars a« s"a :e ep d t.x=a 'sxwt .toe+" k, s.m a,rRro is e u;a dwa :am« n3 yap, as fw.a, nu an r.,, y e z v 4k 4,to >N aa,o t 80083
ae l»Mwt t4upe a!1'tet7u. t4t ft"o o. zu i' .4t p m .try +ax Kht kaxro}Wk lt+*a ru Fv '4h T,w Wt nW 0w u p*"' tWtlafieet ae eS sml n. m+kfine d'#.v,x, fs.ecs.. z,t. :pa+ed u 4w+w,aro•.* nr 4451 St. L:tcie 81A,
dbtrv,at ktntl ite6aWrt tpttf°.eazgMttli(Nr,"h$l. i47rmt Pe.gn.ryMee.Rkeha rxNgr (htgnto s,Sr9:3:qur dq. aelR[(. dfi iy 4:zd R+x; ac et MarEn?R'•. Fo - vif`tCp, rI. 34946
upyaigpil"-tQ14k1Ruolfeueset A ihunrE(emba10,F-t. 9ePFedaaionoftkisd¢cnmeai,rnar1term,isprubibite9witkaolIhrwiitlenpamrtsirtoGumAIGaolIrustt A§UpyI-Jumbofli,P1
Job Truss Truss Type
WRCDR,CL HJ`l Jack-Open Supported Gable A0012248
Fl- 34946, design@altruss.com Run: 8.120s Nov 12 2017 Print: 8,120 s Nov 12 20-17 Mi-re-VIndustries, Inc. -Wed May 2 11:16:47 2018 P - age
1
1
ID:tdgFhvjEVYsgU3bjPYJ3cyuE5n--ZN—sZOUB8ECA40QBPOe?eLhdz3GovifjeeFPGzKZqU
4.241 '
4x4
U6 i 1
Plate Offsets (X,Y)-- t2:0-0-0,0-1-151, [2:0-1-14,0-5-81
LOADING (psf) i SPACING- 2-0-0
i
CS1. DEFL. in loc) I/def] L/d PLATES GRIP
TCLL 20.0 i Plate Grip DOL 1,25 TC 033 Vert(LL) 0.01 1 n/r 90 MT20 244/190
TCDL 100 i Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 1 n/r 80
BCLL 0 0 Rep Stress Incr YES WB'.00 Horz(CT) -0.00 3 n/a n/a
BC D L Code FBC2017fTP12014 Matrix-P Weight: 9 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEDGE
Left: 2x4 SP N0,3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 1-6-1 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizersandrequired cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide. REACTIONS. (
lb/size) 3
26/1-6-1 (min. 0-1-8) 2
244/1-6-1 (min. 0-1-8) 4 =
15/1-6-1 (min. 0-1-8) Max
Horz 2
67(LC 8) Max
Uplift 3
26(LC 1 2
202(LC 8) Max
Grav 3 =
36(LC 8) 2 =
244(LC 1) 4
30(LC 3) FORCES. (
lb) Max.
Comp,/Max. Ten. - All forces 250 (lb) or less except when
shown. NOTES-
1)
Wind: ASCE 7-10, Vult=l 50mph (3-second gust) Vasd=
l 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ftl Cat.
11; Exp C; Encl., GCpi=O, 18; MWFRS (envelope) and
C-C Exterior(2) zone cantilever left and right exposed;
end vertical left exposed;C-C for members and
forces & MWFRS for reactions shown: Lumber DOL=
1.60 plate grip DOL=1.60 2)
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. 3)
Gable requires continuous bottom chord bearing, 4)
Gable studs spaced at 2-0-0 oc. 5)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads.
6) *
This truss has been designed for a live load of 20-
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members. 7)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 26 lb uplift at joint
3 and 202 lb uplift at joint 2. LOAD
CASE(S) Standard
t, % ;
C,,f,fcq 'V,-tr ;iow, z,,w t wn,,ks mzc,*- wit' W o,m tr'l t w", t,;r W, 4A., 4,,4 N P . W— V M, ,* .... .. vo.NIno. 4,—,
fe.4 k 4451 $t Woe VIA, FW
P(er(E,, F1 3,11W, q,"
pi ' Z016A i hM 1—, kobay I 4mWil P f 1 1.4.111 Pt ZE *
WRCDRCL H J4 Diagonal Hip Girder
A0012249
Job Reference (optional
Al Roof Trusses, Fort Pierce, FL 34946, desiqn@a1truss,com Run: 8,120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Wed May 2 11:16:47 2018 Page 1
ID:tdgFhviEVYsgU3b_jPYJ3cyuE5n-ZN_sZOUB8ECA40QBPOe?eLhRz2NovqfieeFPGzKZqU
2-0- 1 3'9171 1
2-0-1 3-9-1
4.24 112
1.5x4 11
2x4 11 3 - --------
2 — -----
Ti-
7 6
3-9-1
SPACING-
1
1-5x4 - - , 3-El-8
LOADING (psf) 2-0-0 CS 1. D E F L in loc) I/defl Lid- PLATES GRIP
TCLL 20,0 Plate Grip DOL 1.25 TC 034 Vert(LL) 0-00 5-6 999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0,00 5-6 999 240
BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(CT) 0.01 4 n/a n/a
BCDL Mo Code FBC2017rTP12014 Matrix -MP i Weight: 18 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-9-1 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
mifdk recommends that Stabilizers and required
cross bracing be installed during truss erection,
accordance with Stabilizer Installation guide.
REACTIONS. All bearings 1-0-8 except Ot=length)
4=Mechanir-al, 5=Mechanical.
lb) - Max Horz
7= 94(LC 5)
Max Uplift
All uplift 100 lb or less at joint(s) 4,
5 except 7=-146(LC 22), 6=-284(LC 5)
Max Grav
All reactions 250 lb or less at joint($)
4. 5, 6 except 7=330(LC 19)
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-7=-307/193
NOTES-
1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5,Opsf; h=1 5ft;
Cat. 11; Exp, C; Encl., GCpi=0,18; MWFRS (envelope);
cantilever left and right exposed; end vertical left
exposed; porch left exposed; Lumber DOL=1.60 plate
grip DOL=1 .60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads,
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at
joint(s) 4, 5 except Ut=lb) 7=146, 6=284,
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 46
lb down and 129 lb up at 1-7-1, and 34 lb down and
49 lb up at 2-9-0 on top chord, and 42 lb down and 42
lb up at 1-7-1, and 13 lb down and 48 lb up at 2-9-0
on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1,25
Plate Increase=1.25
Uniform Loads (plo
Vert: 1-2=-60, 2-4=-60, 5-7=-20
Concentrated Loads (lb)
Vert: 8=41 (F) 11 =-O(B)
Anthonv T. lonibc 1U, P.E
4451 St, Luo' Blvd,
ut Piel't" F1 34946 et,
41117 "',
li
Truss
WRCDRCL jHJ5P I Diagonal Hip Girder
Reference
A0012250
146, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed May 2 11:16:48 2018 Page 1
10:tdgFhviEVYsgU3b_jPYJ3cyuE5n-SlxN4vP7ySM3nEbck6vtYsunaNHmXMypyINpxizKZqT
1-5-0 I - "1 11117-0-2,
1-5-0 7-0-2
2x4
7-0-2
LOADING (psf) SPACING- 2-0-0 CSL DEFL. in loc) I/defi L/d
TCLL 20.O Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.19 4-9 443 240
TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(CT) 019 4-9 450 240
BCLL 0,0 Rep Stress Incr NO 1 WB OM Horz(CT) 0.01 3 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD
Rigid coiling directly applied or 10-0-0 oc bracing.
Mitek recommends that -Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide,
REACTIONS. lb/size)
3 = 172/Mechanical
4 = 88/Mechanical
2 404/0-4-4 (min. 0-1-8)
Max Herz
2 116(LC 4)
Max Uplift
3 109(LC 4)
4 73(LC 5)
2 277(LC 4)
Max Grav
3 172(LC 1
4 121 (LC 3)
2 404(LC 1 )
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10: Vult=150mph (3-second gust)
Vasc1=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 exposed; Lumber DOL=11.60 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 (all by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 4 except Ot=lb) 3=109, 2=277,
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 38
lb down and 42 lb up at 4-2-8, and 38 lb down and 42
lb up at 4-2-8 on top chord, and 49 Ib down and 7 lb
up at 1-4-9, 49 lb down and 7 lb up at 1-4-9, and 17
lb down and 44 lb up at 4-2-8, and 17 lb down and 44
lb up at 4-2-8 on bottom chord. The design/selection
of such connection device(s) is the responsibility of
others.
7 ) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (13).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1 .25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 4-5=.20
Concentrated Loads (lb)
Vert: 11 =-7(F=-3, B=-3) 12=-1 7(F=-9, 8=-9)
Dead Load Defl. = 118 in
PLATES GRIP
MT20 244/190
Weight: 24 lb FT = 10%
11
Anhory T. Tombo 11, PE
Z 80083 ' ut"O;h'" o,- .14, 0.0t, 4451 St. Lucie Blvd, hFortPierce, R, 34946 PY'.
jh1K) 7MA I koolbme hllrnv6 l'6111 PJ' lgollmst' Whoyl 1,401101, Z
Job Truss Truss Type Qty Ply
WRCDRC-L I HR Diagonal Hip Girder 3
A0012251
Job Reference
Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 Mil-ek Industries, Inc. We
ID:tdgFhvjEVYsgU3b_jPYJ3cyuE5n-wxVIHFPljlUwPOAolqQI
1-5-0-- 5-2-9 9-1071
150 5-2-9 444
2A 1.5x4 !1 5
3x4 -
5-2-9 9-10-1
5-2-9 4-7-8
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1,25 TC 0.41 Vert(LL) 0.03 6-7 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) 0.08 6-7 999 240
BCLL 0.0 Rep Stress Incr NO WEI 0,43 Horz(CT) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0,03 7-10 999 240
LUMBER -
TOP CHORD 2x4 SP No,2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-9-8 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 9-10-1 oc bracing.
MiTek recommends that Stabilizers --and ---required
cross bracing be installed during truss erection, in
accordance with, Stabilizer 'Installation guide,
REACTIONS. (lb/size)
4 135/Mechanical
2 541/0-4-9 (min. 0-1-8)
5 370/Mechanical
Max Herz
2 169(LC 4)
Max Uplift
4 98(LC 4)
2 = 238(LC 4)
5 = 97(LC 8)
Max Grav
4 135(LC 1)
2 541 (LC 1
5 370(LC 1
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown,
TOP CHORD
2-11 =-973/261, 3-11 =-914/269
BOT CHORD
2-13=-356/915, 13-14=-356/915,
7-14=-356/915, 7-15=-356/915,
6-15=-356/915
WEBS
3-7=0/292, 3-6=-973/378
NOTES-
1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd=l 16mph; TCDL=5.Opsf; BCDL=5,Opsf; h=25ft;
Cat. 11; Exp C; Eric[,, GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1,60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 4, 5 except Ot=lb) 2=238.
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 41
lb down and 47 lb up at 4-2-8, 41 lb down and 47 lb
up at 4-2-8, and 71 lb down and 98 lb up at 7-0-7,
and 71 'b down and 98 lb up at 7-0-7 on top chord,
and 9 11b down and 8 lb up at 14-9, 9 lb down and 8 lb
up at 1-4-9, 14 lb down at 4-2-8, 14 lb down at 4-2-8,
and 36 lb down at 7-0-7, and 36 lb down at 7-0-7 on
bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1,25
Uniform Loads (plf)
Vert: 1-4=-60, 5-8=-20
Concentrated Loads (lb)
Vert: 12=-83(F=-42, B=-42) 13=-7(F=-3, B=-3)
14=-17(F=-9, B=-9) 15=-71(F=-36, B=-36)
PLATES GRIP
MT20 244/190
Weight: 41 lb FT = 10%
p, Im, Awhony T rombo J!, ' E
4 key 0 4"or W ., t.4 OW 1,61Wtqwq, z 80083
4451 St, wde Blvd.
Fort Piefu,, F[_ 349,!6
Ptpo4wro. of M5 dowment.,o o" form, ii proh'Med w0001 the -men pem4mo 40. A 19.1 Tms,,s AoloonyJAM40110t,
Job Truss Truss Type
WRCDRC-L J4 Jack-Open
A0012252
I
truss,com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2(
ID:tdgFtivjEVYsgU3b_jPYJ3CYL
1-0-12 3-1 -4
1-0-12 3-11-4
U3 11
11:16:49 2018
LOADING (pso SPACING- 2-0-0 CSI. DEFL. in loc) Ildefi L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1,25 TC 0.36 Vert(LL) 0.05 4-5 896 240 MT20 244/190
TCDL 10.0 Lumber DOL 1,25 BC 0.36 Vert(CT) 0.02 4-5 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.06 3 n/a n/a
SC DL 10,0 Code FBC2017rrPI 2014 Matrix -MR Weight: 15 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No,2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-11-4 oc
purfins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek
I
recommendsI that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. lb/size)
5 = 233/0-7-4 (min.0-1-8)
3 = 97/Mechanical
4 40/Mechanical
Max Horz
5 90(LC 9)
Max Uplift
5 = 110(LC 8)
3 = 75(LC 12)
4 48(LC 9)
Max Grav
5 233(LC 1)
3 97(LC 1)
4 70(LC 3)
FORCES. (lb)
Max. Comp./Max. Ton. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-1 O; Vult= 1 50mph (3-second gust)
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 and right
exposed end vertical left exposed; porch left
exposed;GC for members and forces & MWFRS for
reactions shown; Lumber DOL=1 .60 plate grip
DOL=1.60
2) This truss has been designed for a 10,0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 3, 4 except Ot=lb) 5=1 10.
LOAD CASE(S)
Standard
n Is— U"O' "- I"A I UcWU uxzn, imt Ill, N' ire 4'r )-111W W Its AM' I !.Its 9, 11 to—, 4.1 IN f lNte
04 woot" Wwo,
h'q. sN .'4e0t,. It" Is mM"Wtt-4't*1 .q'q.wt,o 8008 3 445,
St. Lud(,. Blvd. Fart
Dlei(p, Ft ti4946 I€_jht (017-0 1' 1, ItmIto 111, P.E. Repm ow of this koment, In floy 191 W, I s IstoliNtesl wilhol tht .' ntA It, as' ssiofl 1, 0. A- 1401 It"s sti k0th.fty 1. I oth III, P I ,
WRCDRCI (J5P I Jack -Open
A0012253
design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc.
ID:tdgFhvjE VYsgU3b_jPYJ3cyuE5n-P837UbQN U3cn 1 YI
i 1-0-0 1- 1-0-0 5-0-0
2x4
Q 3-: 5-0-0
Q.3 488
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.09 4-9 670 240
TCDL 10.0 Lumber DOL 1.25 BC 0,41 Vert(CT) -0.04 4-9 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
Ia it eW recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide _
REACTIONS. (lb/size)
3 = 119/Mechanical
4 - 56/Mechanical
2 - 280/0-3-0 (min. 0-1-8)
Max Horz
2 = 104(LC 12)
Max Uplift
3 = 76(LC 12)
4 - 49(LC 9)
2 = 144(LC 8)
Max Grav
3 - 119(LC 1)
4 - 85(LC 3)
2 - 280(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed; porch left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) " This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 3, 4 except (jt=lb) 2=144.
LOAD CASE(S)
Standard
fim
PLATES GRIP
MT20 244/190
Weight: 17 lb FT = 10%
iae"g-Hee;e Haegd. rrnsntk Fl1Wf1JSVS{"Sf:tM". 6111A, f@M.S d(ADITIN rrRJM %T_r;kBd:.4Ji KT'[.I Wdh kure MI -din ead ttd-A-se to, tress)iV 31 4(K, WkAeWrI.I"r:.It to.., 5k ie)are ne. Udess ilk:+'.<ddd r MtflO-rery
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eal+ndnsl ka Wki i, 14 re. wl,elm dtk 7 tt. rk0 ",e -ed ryes,1hN.Ir4nger^,nik mrdW it" .13:ofkeWsk:,avt Ne rid fK 1. Ue ltt" d IN,inof kelp 0 W Tls. ILt rosd aq ttsge Alw. xd trHaF SAd x Iq ,m at>I.d y360fl3
Nt"O.jk'" Wow., Ri pI u aa^.xfeeToo Ni te d id dtl i I®gC rmo,rtMlalnenx: tt! rd dmMf%x1/St(Au;;d axM4+>mn:pwt R=lltina'A+e.rrmr,ne,erdie:six.irrzsOeaper tm.Buq*.ia<pasnsi![rtuMasAern-te nay:. 4451 St, Lucie Blvd.
e4veia IdnA Ft a,asrpieH an t riving h ill tM.es ie.aert 1 e kess.e w.gneer_.I 'k ra dui Sn pn x 1 s Sts- egrtse r'a7 a.FDtg Eai .y:dsNss: xem idael m ttfl. Fort Pierce, FL 34946Efepyli1M 124tdd-I kaaf Gasses-BnrFunptlam6a tlL F.E. teplodaniae onrm thisdoromeat, in am low propibNed witharti the kniten Permissionhom asz FItaotirei-Fnihaeyl. Tomblll, PA.
WRCDRCL I J7 Jack -Open
Qty
10 A00122541-
At Roof
I 1-0-0- f 7-0-0
1-0-0 _ _ ._. 7-0-0
U4
s Nov 12 2017 MiTek 11:16:51 2018 Page 1
aFrkihFeGcTY1 zKZgQ
Dead Load Defl. = 1/8 in
1 70-0
7-0-0 l
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in Ioc) 1/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.10 4-7 823 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) 0.24 4-7 349 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.21 4-7 399 240 Weight: 23 lb FT = 10%
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.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 - 183/Mechanical
2 - 342/0-3-8 (min.0-1-8)
4 = 91/Mechanical
Max Holz
2 - 156(LC 12)
Max Uplift
3 - 129(1_C 12)
2 - 99(LC 12)
Max Grav
3 - 183(LC 1)
2 = 342(LC 1)
4 = 128(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ih) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ` This truss has been designed for a live load of
20.0psf 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
bearing plate capable of withstanding 100 lb uplift at
joint(s) 2 except (jt=lb) 3=129.
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aA edti: Ge; b ai talGwiuk rerlMsrdln. dtk9 t .l#p«ar,tu r•rri atnk swift Oer r ua aaru tR( t 3: al ne tera l»o de as [n.t. 'Fr Anthony T.
80083 ;
li, .E.
R f 1'.'• q ea dr»-GG edmANc flier-s.slaq/ad-q, snrgr ncn9ma WNasn sd'. to iae.eyas,9and k$i[Q83rqt: fuyJesyu w(:ztcs: F: ae ero.Ir.INW -emlkrattWr0a." d a, tmeq C.'"M ina tt[A"Uni""In W WA as Md "hr 1—cgita It ItO., rim w 011"V1,].rs5 Pnrpin lp.,n- a al trioNarda a au:. t5«.ru
lNkky¢aaa4 eedm «.nli hdi aiax mare€ [h<hrcc ler a, xa , gt'.!>ce loan re,. le., <,b 4451 5t-
Cube Blvd. P q
1 qr 4 1,m.acart+a tiuf paidq Hirgkdt:tes;aea ixtaNraPfi- Copyright02916A-Igoofhom
Anthony P. Pomhe III, P-I. Reproda¢ion oGkit dalancnS, in ony form,it prohih(ttQ without tha.rtnen parmistion hum A-t Roof lronel-Anthonyf iomho ill, P.L Fort Pierce,
FL 34946
Job Truss Truss Type
WRCDRCL L01G Hip Girder
A0012255
Job
Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss,com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed May 2 11:16:52 2018 Page 1
ID:tdgFhviEVYsgU3b_jPYJ3cyuE5n-LWAtvHSdOgtVGrvNzy_pii2Xk—ehT8EOtwLO4UzKZ,qP
1-0-0
1-0-0 9-0-0 14-0-0 15-0-0
1 - --- I ---- - -
5-0-0 ,
11 "1 ''1 11
4-0-0 -- , --
I - "I
5-o-o 1.6-6
1,5x4 H 1.5x4 11
3x4 3x4 :
5.0-0 9-0-0 13-8-8
I
4-8-8
LOADING(psO---- SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(U-) 0.09 7-8 999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0,52 Vert(CT) 0.10 7-8 999 240
BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(CT) 0.03 5 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Weight: 52 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-4-15 oc
purlins,
BOTCHORD
Rigid ceiling directly applied or 6-0-2 oc bracing.
MiTek- recommends that Stabilizersandrequired I
cross bracing be installed during truss erection, in 1
accordance with -,,Stabilizer , Installation guide. REACTIONS. (
lb/size) 2 =
909/0-3-0 (min. 0-1-8) 5
909/0-3-0 (min. 0-1-8) Max
Herz 2 =
40(LC 32) Max
Uplift 2
591 (LC 4) 5 =
591 (LC 5) Max
Grav 2
909(LC 1) 5 =
909(LC 1) FORCES. (
lb) Max-
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-1589/1071, 3-19=-142511017, 4-
19=142511017, 4-5=-1589/1071 BOT
CHORD 2-
8=-928/1412, 8-20=-939/1425, 7-
20=-939/1425, 5-7=-928/1412 WEBS
3-
8=- 164/288, 4-7=-1 64/288 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: li=l 5111 Cat.
It; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever
left and right exposed; end vertical left exposed;
porch left and right exposed; Lumber DOL=
1,60 plate grip DOL=1,60 3)
Provide adequate drainage to prevent water pending, 4)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads.
5) *
This truss has been designed for a live load of 20 *
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members, 6)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint(
s) except at=lb) 2=591, 5=591. 7)
Hanger(s) or other connection device(s) shall be provided
sufficient to support concentrated load(s) 193 lb
down and 213 lb up at 5-0-0, and 64 lb down and 86
lb up at 7-0-0, and 193 lb down and 213 lb up at 9-
0-0 on top chord, and 109 lb down and 173 lb up at 5-
0-0, and 45 lb down and 69 lb up at 7-0-0, and 109 lb
down and 173 lb up at 8-11-4 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others, 8)
In the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (6). LOAD
CASE(S) Standard
1)
Dead + Roof Live (balanced): Lumber Increase=1 .25 Plate
Increase=1.25 Uniform
Loads (plf) Vert:
1-3=-60, 3-4=-60, 4-6=-60, 9-14=-20 Concentrated
Loads (lb) Vert:
3=-146(6) 4=-146(B) 8=-96(B) 7=-96(B) 19=-
59(B) 20=-36(B) lldat,
xk.st 104n I, for .1 I'
t I 'wov' Torri1r, 111,PE a14,
0.4.411 6 ft,, Mg.. W or"'N 0 0 Ali- ;
ws0 TOD eve w pa", of rto'."l r, 4,104 (tof" S*Ke:nu 4d pto'w"N W AG an dm-91. Wi 04., tr'I.+i% WW" ell i 'lk M"' 1- 4451 Sr. Lucie Blvd, r-od
12(,,ce, FL 34946 of ttlS
komeni, iony to,., t' pt0h,bled cthour the wme. pewwu I'm A I Roof lmstt
Job Truss Truss Type Qty ply
WRCDRCL 1-02 Common 12 1 A0012256
J-
MiTeOnclu-stnies, Inc. Wed May 2 11:1- - - Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: &1126 s Nov 2 2617 ' 1 6:53 2018 Page I
ID:tdgFhviEVYsgU3b_jPYJ3cyuE5n-pjkG7dTFn_?Lu?UZXgV2FvbegO_3CbOY6a5acwzKZqO 7-
0-0 14-0-0 15-0-0 1-
0-0 7-0-0 7-0-6 1-0-0 4x6 --
3X4
1,5x4 11 LOADING (
psif) SPACING- 2-0-0 CS1. DEFL. in loc) Ildefl L/d TCLL
20.0 Plate Grip DOL 1,25 TIC 0.68 Vert(LL) 0.05 6-11 999 360 TCDL
10.0 Lumber DOL 1.25 BC 0,57 Vert(CT) 0.10 6-11 999 240 BCLL
0.0 Rep Stress Incr YES WB 0,12 Horz(CT) 0.02 4 n/a n/a BCDL
10.0 Code FBC2017rTP12014 Matrix -MS Wind(LL) 0.15 6-16 999 240 LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 20 SP No.2 WEBS
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 5-4-3 oc purlins.
BOT
CHORD Rigid
ceiling directly applied or 5-1-0 oc bracing. MiTek
recommendsthatStabilizers and required cross bracing
be installed during truss erection, in accordance with
Stabilizer Installation guide. REACTIONS. (lb/
size) 2 620/
0-3-0 (min. 0-1-8) 4 = 620/
0-3-0 (min. 0-1-8) Max Herz
2 = -53(
LC 17) Max Uplift
2 -335(
LC 8) 4 -335(
LC 9) Max Grav
2 = 620(
LC 1) 4 = 620(
LC 1) FORCES. (lb)
Max. Comp./
Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-
814/1306, 3-4=-814/1306 BOT CHORD
2-6=-
1054/683, 4-6=- 1054/683 WEBS 3-
6=-
5701300 NOTES- 1)
Unbalanced
roof live loads have been considered for this design,
2) Wind:
ASCE 7-10; Vult=150mph (3-second gust) Vasd=1
16mph; TCDL=5.Opsf; BCDL=5.Opsf, h=1 5ft; Cat, 11;
Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-
C Exterior(2) zone; cantilever left and right exposed ; porch
left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1,
60 plate grip DOL=1.60 3) This
truss has been designed for a 10.0 psf bottom chord live
load nonconcurrent with any other live loads. 4) * This
truss has been designed for a live load of 20-Opsf
on the bottom chord in all areas where a rectangle 3-
6-0 tall by 2-0-0 wide will fit between the bottom chord
and any other members, 5) Provide
mechanical connection (by others) of truss to bearing
plate capable of withstanding 100 lb uplift at joint(s)
except ot=lb) 2=335, 4=335. LOAD CASE(
S) Standard U4
PLATES
GRIP
MT20 244/
190 Weight: 51
lb FT = 10% tj(111,
V*q"i(r uN;14,TEWt(l tNli.,4',(I'T'o,-kl,1,;i(ICW,I'l 15*t,*'I.c wl aah tea :
a 04 - " " Wftf)ol— k I", "" *w — AnthonyT. Tombo 717, ;)
I- 1,40" 0*
7011.4..h.w O*T 64 1"*4 W .4110—0 t,—, '40083 M www. 10 pvs,wt, III W A(A-0-0 P—: P4.1 It' I ft*, I, i"f 4451 $t.lLuck, Blvd, opyl,phl 0
7016 A I koof [,"Ssts-Anthony 1, Two. III, PJ. Repodow of this hIumm, io ooy form, is iffohibIltd without he wf1pep permission hom A I Roof ffmes AnIhogf, 1. TWO 111, P'L Fort tierce, FL
34946
WRCDRCL _ _ _jM1G
Al k6eiftrusses, Fort Pierce,- FL
Truss Type
ROOF SPECIAL GIRDER
A0012257
k@altruss.com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed May 2 11:16:53 2018 Page 1
ID:tdgFhvjEVYsgU3b_jPYJ3cyuE5n-pikG7dTFn_?Lu?UZXgV2Fvbk1OxcCccY6a5acwzKZqO
1-0-0 9-10-8 3-9-0 1
1-0-0 0-10-8 0-1-8 2-0-0
41.5A 11
3x8 11 1.5x4 11
0-2-7,0-1-1
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 I TC 0,27 Ved(LL) 0.01 6 999 360
TCDL 10.0 Lumber DOL 1.25 j BC 0,73 Vert(CT) 0.04 5-6 955 240
BCLL 0.0 Rep Stress Incr NO WB 004 Horz(CT) 0.01 2 n/a n/a
BCDL 10.0 Code FBC2017rTP12014 Matrix -MP Wind(LL) 0.01 6 999 240
LUMBER -
TOP CHORD 2x4SPNo.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No,3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
miTell-recommends
I
that
11
Stabilizers
I I I
and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
5 = 193/Mechanical
2 313/0-8-0 (min. 0-1-8)
Max Horz
2 = 61 (LC 8)
Max Grav
5 252(LC 2)
2 = 318(LC 2)
FORCES. (lb)
Max, Comp./Max, Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C: EncL, GCpi=0,18; MWFRS (envelope),
cantilever left and right exposed; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1,60
2) Provide adequate drainage to prevent water pending.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of
20,Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members,
5) Refer to girder(s) for truss to truss connections.
6) Load case(s) 2, 14, 15, 16, 17, 18, 20, 21, 32, 33, 34,
35 hasthave been modified. Building designer must
review loads to verity that they are correct for the
intended use of this truss.
Continued on page 2
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 90
lb down and 96 lb up at 1-0-0 on top chord. The
design/selection of such connection device(s) is the
responsibility of others,
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 3-4=-60, 5-7=-20
Concentrated Loads (lb)
Vert: 3=32 6=-250
2) Dead + 075 Roof Live (balanced) + 0.75 Attic Floor'.
Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-50, 3-4=-50, 6-7=-20, 5-6=-80
Concentrated Loads (lb)
Vert: 3=32 6=-250
14) Dead: Lumber Increase=0,90, Plate Increase=0.90
PIt. metal=0.90
Uniform Loads (plf)
Vert: 1-3=-20, 3-4 =-20, 6-7=-20, 5-6=-1 00
Concentrated Loads (lb)
Vert: 3=32 6=-250
15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber
Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-59, 2-3=-66, 34=-29, 6-7=-20, 5-6=-80
Herz: 1-2=9, 2-3= 16, 3-4=-21
Concentrated Loads (lb)
Vert: 3=80 6=-150
16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber
Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-32, 2-3=40, 34=-29, 6-7=-20, 5-6=-80
Horz: 1-2=-18,2-3=-10, 3-4=-21
Concentrated Loads (lb)
Vert: 3=62 6=-150
17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0,6 MWFRS Wind (Neg. Int) 1st Parallel):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
PLATES GRIP
MT20 244/190
Weight: 14 lb FT = 10%
Standard
Vert: 1-2=-21, 2-3=-29, 3-4=-42, 6-7=-20, 5-6=-80
Horz: 1-2=-29, 2-3=-21, 3-4=-8
Concentrated Loads (lb)
Vert: 3=62 6=- 150
18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel):
Lumber Increase=1.60, Plate Increase=1 .60
Uniform Loads (plf)
Vert: 1-2=-35, 2-3=-42, 3-4=-42, 6-7=-20, 5-6=-80
Herz: 1-2=-15, 2-3=-8, 3-4=-8
Concentrated Loads (lb)
Vert: 3=71 6=-150
20) Reversal: Dead + 0.75 Roof Live (balanced) + 0.75
Attic Floor: Lumber Increase= 1 .25, Plate
Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-50, 3A=-50, 6-7=-20, 5-6=-80
Concentrated Loads (b)
Vert: 3=80 6=-250
21) Reversal: Dead: Lumber Increase=0.90, Plate
Increase=0.90 Plt. metal=0.90
Uniform Loads (plf)
Vert: 1-3=-20, 34=-20, 6-7=-20, 5-6=-100
Concentrated Loads (lb)
Vert: 3=32 6=-250
32) Reversal: Dead + 0.75 Roof Live (bal.) + 035 Attic
Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-59, 2-3=-66, 3-4=-29, 6-7=-20, 5-6=-80
Herz: 1-2=9, 2-3= 16, 3-4=-21
Concentrated Loads (b)
Vert: 3=- 19 6=- 150
33) Reversal: Dead + 0.75 Roof Live (bal.) + 0,75 Attic
Floor + 0,75(0.6 MWFRS Wind (Neg. Int) Right):
Lumber Increase=11.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-32, 2-3=-40, 3-4=-29, 6-7=-20, 5-6=-80
Horz: 1-2=-18, 2-3=-10, 3-4=-21
Concentrated Loads (lb)
Vert: 3=-37 6=- 150
Anthony T. Tombo U1, P.E.
144.0" "'p, 80,, 183
4451 S1 Lucie NA.
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jot) Truss Type- Qty ply
WRCDRCL M1G ROOF SPECIAL GIRDER 1 1 A0012257
A7 Roof -Trusses, Fort _ _ Pierce, FL 34946, de
Truss -
itru-- Job Reference (optional)
sign4a ss com Run: 8.126 s Nov 12 2017 Pnint: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed May 2 11:16:53 2018 Page
ID:tdgFhviEVYsgU3b-jPYJ3cyuE5n-pjkG7dTFn_?Lu?UZXgV2FvbklOxcCccY6a5acwzKZa
LOAD CASES)
Standard
34) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic
Floor + 0, 75(0.6 MWFRS Wind (Neg. Int) 1st
Parallel): Lumber Increase=1.60, Plate
Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-21, 2-3=-29, 3-4=42, 6-7=-20, 5-6=-80
Horz: 1-2=-29, 2-3=-21, 3-4=-8
Concentrated Loads (lb)
Vert: 3=-37 6=- 150
35) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic
Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd
Parallel): Lumber Increase= 1,60, Plate
Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-35, 2-3=-42, 3-4=42, 6-7=-20, 5-6=-80
Horz: 1-2=-15, 2-3=-8, 3-4=-8
Concentrated Loads (lb)
Vert: 3=-28 6=- 150
41
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WRCDRCL M2 Half Hip 15 1 I A0012258I
l IJobReference_(optional} 1
Al Roof Trusses, Fort Pierce, FL 34946, design a@a1 truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed May 2 11:16:54 2018 Page 1
ID:tdgFhvjEVYsgU3b jPYJ3cyuE5n-HvIeKyTtY17CV93m5NOHn78xtnO0x2shKEg78MzKZgN
1-0-0 1-0-0 3-0-0
4x4 3x4 --
3-0-0
3-0-0
Plate Offsets (X Y)--[2:0-0-8,0-0-5[,_[2.0-4-7,0-0-10)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 8 999 360 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC OA4 Vert(CT) -0.00 5-8 999 240
BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(CT) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.00 8 999 240 Weight: 16 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide
REACTIONS. (lb/size)
2 = 542/0-8-0 (min. 0-1-8)
5 - 296/Mechanical
Max Horz
2 = 61(LC 12)
Max Uplift
2 - 27(LC 12)
5 - 26(LC 9)
Max Grav
2 = 542(LC 1)
5 - 346(LC 2)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-583/260
BOT CHORD
2-5=-197/435
WEBS
3-5=-493/223
NOTES-
1) Wind: ASCE 7-10: Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5,Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown: Lumber
DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
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) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 2, 5.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) .
The design/selection of such connection device(s) is
the responsibility of others.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 34=-60, 5-6=-20
Concentrated Loads (lb)
Vert: 3=-550
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Job Truss Truss Type ty Ply
WRCDRCL M3 Jack -Closed 1
AO012259
QJob
Reference {optional) Al
Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Wed May 2 11:16:55 2018 Page 1 ID:
tdgFhvjEVYsgU3bJPYJ3cyuE5n-15sOY1U WJbF37Jdyf4XWKKg6QBm_g WhrZtaghozKZgM I-- -
1-Q-0 —3-Q-0 1-
0-0 f 3-0-0 4x4 ----
1.5x4 11 3-
0-0 Plate
Offsets (X,Y)-_ [2:0-0-8,0-0-51,[2 0-4-7,0-0-101 -._.- LOADING (
psf) SPACING- 2-0-0 CSL DEFL. in loc) I/defl L/d PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.00 4-7 999 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) 0.01 4-7 999 240 BCLL
0.0 Rep Stress Incr YES WB 0 00 Horz(CT) 0.00 2 n/a n/a BCDL
10.0 Code FBC2017rTP12014 Matrix -MP Wind(LL) 0.01 4-7 999 240 Weight: 15 lb FT = 10% LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 WEBS
2x4 SP No.3 WEDGE
Left:
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 3-0-0 oc purlins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. MiTek
recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide. - REACTIONS. (
lb/size) 4 =
104/Mechanical 2 =
185/0-8-0 (min, 0-1-8) Max
Horz 2 =
117(LC 12) Max
Uplift 4 =
74(LC 12) 2 =
35(LC 12) Max
Grav 4 =
126(LC 19) 2 =
185(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. NOTES-
1)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and
C-C Exterior(2) zone; cantilever left and right exposed ;
end vertical left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=
1.60 plate grip DOL=1.60 2)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads. 3) `
This truss has been designed for a live load of 20.
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members. 4)
Refer to girder(s) for truss to truss connections. 5)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint(
s) 4, 2. LOAD
CASE(S) Standard
W
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St. Lucie Blvd, P
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Job Truss Truss Type
WRCDRCL M3GE Monopitch Supported Gable
A0012260
truss,com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Wed May 2 111:16:55 2018 Page 1
ID:tdgFtiviEVYsgU3b_jPYJ3cyuE5n-15sOYlUWJbF37Jdyf4XWKKg7OBo6gWprZtaghozKZqM
1-0-9 3-0-0
1-0-0 3-6-6
2
6 5
04 = 1.5x4 11 1.5x4 11
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def! Ltd
TCLL 20,0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 1 n/r 90
TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0,00 1 n/r 80
BCLL 0,0 Rep Stress Incr YES WB OM Horz(CT) 0.00 n/a n1a
BCDL 10,0 Code FBC2017rTP12014 Matrix-P
I
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
WEDGE
Left: 2x4 SP No-3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 oc
purfins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
maek recommends that Stabilizers andrequired cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide, REACTIONS. (
lb/size) 5
64/3-0-0 (min. 0-1-8) 2
111/3-0-0 (min.0-1-8) 6
114/3-0-0 (min. 0-1-8) Max
Herz 2
120(LC 12) Max
Uplift 5
40(LC 12) 2
19(LC 8) 6
99(LC 12) Max
Grav 5 =
74(LC 19) 2
111(LC 1) 6 =
148(LC 19) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. WEBS
3-
6=-259/190 NOTES-
1)
Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=
1 16mph; TCDL=5,Opsf; BCDL=5.Opsf: h=25ft; Cat,
11; Exp C; Encl., GCpi=0.18; MWERS (envelope) and
C-C Exterior(2) zone; cantilever left and right exposed ;
end vertical left exposed;C-C for members and
forces & MWFRS for reactions shown: Lumber DOL=
1.60 plate grip DOL=1,60 2)
Truss designed for wind loads in the plane of the truss
only. For studs exposed to wind (normal to the face),
see Standard Industry Gable End Details as applicable,
or consult qualified building designer as per
ANSIrrPI 1. 3)
Gable requires continuous bottom chord bearing. 4)
Gable studs spaced at 2-0-0 oc, 5)
This truss has been designed for a 1 O.O psf bottom chord
live load nonconcurrent with any other live loads.
6) *
This truss has been designed for a live load of 20.
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members. 7)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint(
s) 5, 2, 6. LOAD
CASE(S) Standard
PLATES
GRIP MT20
2441190 Weight:
16 lb FT = 10% A-
9 VUHIM6 RN61 4,4, Woe kPA., 4* PI i 0*.' i t *' m Anthony T.
I ombo IF, P E. Z z
80",
4451 St
Blvd TV, i.
F,f*
P,,N(v, R W46 t Z., 20 16 A I Rol I, "w ArAny V tmbe III P1, R'P'Awl- of th" do'—t 'aq IZ' P, 0 lhod w8 W 14 —ftfi pe, mmw Sam A I foot I,6 m hthoy I Combo III P I,
Truss
WRCDRCL JM4 Moncipitch ----- ---
Job Reference (optional) Al Roof Trusses, Foil Pierce, FL34 46, desigo@ai truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 Mi
I
T
I
e
I
k Industries, Inc.
ID:tdgFhvjEVYsgU3bjPYJ3CYLIESn-DIQOIeV84vNMTC
1-0-12 1-110-121-0-v I 3-10-12
1.5x4 11
12
U4 -
3x4
7
A0012261
LOADING (pso SPACING- 2-00 CSI. DEFL. in loc) I/def! L/d PLATES GRIP
TCLL 20,0 Plate Grip DOL 1.25 TC 0.20 Vert(I-L) 0.02 4-5 999 240 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) 0.01 4-5 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.00 7 n/a n/a
BCDL 10.0
J
Code FBC2017fTP12014 Matrix -MP Weight: 31 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-10-12 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTcik recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
5 229/0-7-4 (min. 0-1-8)
7 109/0-3-0 (min, 0-1-8)
Max Herz
5 120(LC 9)
Max Uplift
5 = 30(1-C 8)
7 98(LC 12)
Max Grav
5 229(LC 1)
7 = 112(LC 19)
FORCES. (lb)
Max. Comp,/Max, Ten. - All forces 250 (lb) or less except
when shown.
WEBS
3-7=-210/322
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=l 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 and right
exposed ; end vertical left exposed; porch left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1,60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Bearing at joint(s) 7 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface,
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 5, 7.
LOAD CASE(S)
Standard
4-4(holo i—s', "ol "4'An w 1,3-F N-4lid; WIN Ao$.Y I!,", I
Tkl
j of, fAIt $Nlif tf W 00 W . ta e k ,A W
An hony T, ro
P — x a, IUD W 1. p0a" .4 1.40- 0 kudioal (.+-0 Wel ?*,,W 4t 140 IVA , *-0. rao" F'*- T1
4451 St, Lune Blvd.
toJ Perce, Fl, 14946
OPF'.1hi 0 4416 A I foal I-stzReprodow of ltt'i, 00(ownt"a oy fom, i, probilritcl cilmoilh, ov"aa pemwoo (,am A I Roof lmsas
Job Truss Truss Type
WRCDRCL WG Half Hip Girder
A0012262
At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed May 2 11:16:57 2018 Page I
ID:tdgFhviEVYsgU3b_jPYJ3cyuE5n-hU_my_WmqDVnNcnLmVZ_PlmRt?Sv8Pm71B3nlhzKZqK
1-0-12 2-0-13 3-10-12
1 -1-0-12 2-0-13 1-9-15-
4 x6 1:
X T2
8,00(12
1'5x4 11
2
W2 131-11 10 6
W2
WI
3x4
9
7 I'tPX4 11 11 =4 11
1,5x4 11
LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOIL 1.25 TIC 0,15 Vert(LL) 0.01 6 999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1,25 BC 0.07 Vert(CT) -0,01 6 999 240
BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(CT) -0.00 9 n/a n/a
BCDL 10.0 Code FBC2017rTP12014 Matnx-MS Weight: 26 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No-3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-10-12 oc
pudins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
KTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide,_
REACTIONS. (lb/size)
7 = 237/0-7-4 (min. 0-1-8)
9 196/0-3-0 (min. 0-1-8)
Max Horz
7 90(LC 8)
Max Uplift
7 = 66(LC 4)
9 192([-C 8)
Max Grav
7 237(LC 1)
9 196(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
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 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 exposed; Lumber DOL=1.60 plate
grip DOL=11.60
3) Provide adequate drainage to prevent water pending.
4) This truss has been designed for a 10,0 psf bottom
chord live load nonconcurrent with any other live loads.
5) " This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Bearing at joint(s) 9 considers parallel to grain value
using ANSIfTPI 1 angle to grain formula. Building
designer should verity capacity of bearing surface.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 7 except Ot=lb) 9=192.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 28
lb down and 64 lb up at 2-0-12, and 64 lb down and
84 lb up at 3-5-8 on top chord, and 14 lb down and 38
lb up at 2-0-12, and 51 lb down and 57 lb up at 3-5-8
on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20
Concentrated Loads (lb)
Vert: 4=-64(B) 5=-30(B) 6=-l(B)
we" r— "N' ".- IV, -II tw, ICUiNsIff" RM, Tim A, 114'i'li
K'04 An't-Icoy T. Tombc) :17, P E
WWOWK Z 80083
4451 St. Lucie Blvd.
rssIt FL 34946
I kootbussm Reptokliois of this immmi, in oy 10m, the Miler, pe-wu hom A I Ropflrvsm hAthoovI.Tombollij.1.
Job Truss Truss Type Qty Ply
A0012263WRCDRCL W Half Hip
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed May 2 11:16:57 2018 Page I
ID:tdgFtiviEVYsgU3b iPYJ3cyuE5n-hU_,my_,,WmqDVnNcnLtnVZ,_PlmQ9?RO8P57163nlhzKZqK
1-0-12 3-3-13 4-10-1 ? 1-0-12 F 3-3- 1 3 U-6-15
U4 3
1,5x4 11
3x4
Plate Offsets (X,Y)-- P:0-2-0,9-0-61
LOADING (pso SPACING- 2-0-0 1 CS1. DEFL. in loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 020 Verl(LL) 0,02 4-5 999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0,19 Vert(CT) 0.01 4-5 999 240
BCLL 0.0 Rep Stress Incr YES WEI 0.07 Horz(CT) 0.00 6 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 I Matrix -MP Weight: 30 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-10-12 oc
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stab ilizers and required
cross bracing be installed during truss erection, in
1 accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
5 218/0-7-4 (min. 0-1-8)
6 119/0-3-0 (min, 0-1-8)
Max Herz
5 120(LC 9)
Max Uplift
5 = 30(LC 8)
6 107(LC 12)
Max Grav
5 218(LC 1)
6 123(LC 19)
FORCES. (lb)
Max, Comp./Max. Ten. - All forces 250 (lb) or less except
when shown,
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd= 1 16mph: TCDL=5.Opsf; BCDL=5-Opsf; h= 1 5ft;
Cat. It: Exp C; Encl., GCpi=O. 18; MWFRS (envelope)
and C-C Extenor(2) zone, cantilever left and right
exposed; end vertical left exposed; porch left
exposed,C-C for members and forces & MWFRS for
reactions shown, Lumber DOL=1,60 plate grip
DOL=1.60
2) This truss has been designed for a 10,0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Bearing at joint(s) 6 considers parallel to grain value
using ANSI/TPI I angle to grain formula. Building
designer should verify capacity of bearing surface.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 5 except (jt=lb) 6= 1 07.
LOAD CASE(S)
Standard
41
N.rk...t4
An -horsy T. loinbo:ll, P.E.
i'v"'Or*30 .4 "! h4 - dot 46'j wiq wn' .400. W k..4'kk 0
Z 80083
4451 it. I-ucie Blvd.
Fort P:etce, FL 34946
W'Deppeww"ffofflk I kooll'km'4pthorr" 1, Imholli'l"t.
fa !Job Truss I Truss I ype
IWRCDRCL
Truss
IJack-Closed Girder A0012264
Job
com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed May 2 11:16:58 2018 Page 1
ID:tdgFhviEVYsgU3b_jPYJ3cyuE5n-AgY9AKWObWde_mMXKD4DyzIX7PidtiyHFroKH7zK7-qJ
I-
4-9-07-()70 4-
9-0 2-3-0 1,
5X4 11 I"— --
3X10 li oxo -- 4-
9-0 LOADING(
psf) SPACING- 2-0-0 CS1. DEFL. in Ioc) I/defl L/d TCLL
20.0 Plate Grip DOL 125 TC 0.51 Vert(LL) 0.05 5-7 999 360 TCDL
10,0 Lumber DOL 1,25 BC 0,49 Vert(CT) 0.10 5-7 784 240 BCLL
0.0 Rep Stress Incr NO WB 0,73 Hor-z(CT) 0.01 4 We n/a BCDL
10,0 Code FBC2017/TP12014 x Matrix -MP Wind(LL) 0.06 5-7 999 240 LUMBER -
TOP
CHORD 2x4 SIP No.2 BOT
CHORD 2x6 SIP 2400F 2.01E WEBS
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 3-9-0 oc purfins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc; bracing. M
ltek reco m in -e- nds that Stabilizers and required cross
bracing be installed during truss erection, in accordance
lwith -Stabilizer .Installation guide. _ REACTIONS. (
lb/size) 1
1656/0-3-8 (min. 0-1-8) 4
1388/Mer-haniGal Max
Horz 1
138(LC 8) Max
Uplift 1
494(LC 8) 4 =
468(LC 8) Max
Grav 1
1656(LC 1) 4
1388(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten, - All forces 250 (lb) or less except when
shown. TOR
CHORD 1-
2=-1819/518 BOTCHORD
1-
8=-560/1673, 5-8=-560/1673, 5-
9=-560/1673, 4-9=-560/1673 WEBS
2-
5=-555/1929, 2-4=-22701759 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=O. 18; MWFRS (envelope): cantilever
left and right exposed; end vertical left exposed;
Lumber DOL=1,60 plate grip DOL= 1 M 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.
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
bearing plate capable of withstanding 100 lb uplift at joint(
s) except at=lb) 1 =494, 4=468. 6)
Hanger(s) or other connection device(s) shall be provided
sufficient to support concentrated load(s) 832 lb
down and 266 lb up at 1-0-12, and 832 lb down and 266
lb up at 3-0-12, and 832 lb down and 266 Ita up at 5-
0-12 on bottom chord. The design/selection of such connection
device(s) is the responsibility of others. 7)
In the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (B). LOAD
CASE(S) Standard
1)
Dead + Roof Live (balanced): Lumber Increase=1,25 Plate
Increase=1.25 Uniform
Loads (plf) Vert:
1-3=-60, 1-4=-20 Concentrated
Loads (lb) Vert:
7=-832(F) 8=-832(F) 9=-832(F) PLATES
GRIP MT20
244/190 Weight:
37 lb FT = 10% W-
4 IZ`3i Jr RN'14: 90AJN"T'#'. A ftIkli.'l 4.i'W IE In .1" Anthony
T. lomtx, 11'., P F 1e+
9mfNW.'hu OW 4 " '*T sxMC W 0 z 80083 VV
4451 St WCw eA OPYT,
iihit, N164 I Rol Whay I f-WILPA, h1h.vT 4000 P I zt
Job Truss I Truss Type City Ply
WRCDRCL VM3 Valley 11A0012265 I
RME
Pierce,
FL Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. ID:
tdgFhviEVYsgU3bjPYJ3cyuE5n-AgY9AKWObWde_mN 3-
0-0 2x4
1.5x4 H 16:
58 2018 LOADING (
pso SPACING- 2-0-0 I CS1. DEFL. in (lac) I/defl L/d PLATES GRIP TCLL
20.0 Plate Grip DOL 1,25 TC 0.10 Vert(LL) n/a n/a 999 MT20 2441190 TCDL
10.0 Lumber DOL 1.25 BC 0.05 j Vert(CT) n/a n/a 999 BCLL
0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0,00 n/a n/a BCDL
10.0 Code FBC2017fTP12014 Matrix-P Weight: 9 lb FT = 10% LUMBER -
TOP
CHORD 2x4 SP No,2 BOT
CHORD 2x4 SIP No.2 WEBS
2x4 SP No.3 LOAD CASE(S) BRACING-
Standard TOP
CHORD Structural
wood sheathing directly applied or 3-0-0 oc purfins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oci bracing. MiTek
recommends that Stabilizers I
and
required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide. REACTIONS. (
lb/size) 1
84/2-11-6 (min, 0-1-8) 3
84/2-11-6 (min. 0-1-8) Max
Herz 1
43(LC 12) Max
Uplift 1 =
21(LC 12) 3
39(LC 12) Max
Grav I =
84(LC 1) 3
84(LC 1) FORCES. (
lb) Max.
Comp./Max, Ten. - All forces 250 (lb) or less except when
shown. NOTES-
1)
Wind: ASCE 7-10; Vult--150Mph (3-second gust) Vasd=
1 16mph; TCDL=5.Opsf; BCDI_=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 left exposed;C-C for members and
forces & MWFRS for reactions shown: Lumber DOL=
1.60 plate grip DOL=1,60 2)
Gable requires continuous bottom chord bearing. 3)
This truss has been designed for a 10,0 psf bottom chord
live load nonconcurrent with any other live loads. 4) *
This truss has been designed for a live load of 20
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members. 5)
Provide mechanical connection (by others) Of truss to bearing
plate capable of withstanding 100 lb uplift at joint(
s) 1, 3. kithony
T. Tombo 111, P f, WN.
W.1 iwp 8008) 4451
St Lucie 131A Fca*
Pier,e, F4 34946 cqy
ffiiz 2014A Aohn[ 44011 Pf T, Twho III P f Zt * " -'"
Job Truss Truss Type Qty Ply
WRCDRCL VM5 Valley 1 1
A0012266
Reference
Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 M
ID: tdgFhvjEVYsgU3b_jPYJ3cyuE5i
5-0-0
5
1 -
0
1 - 1
0
1.5x4 11
2
3
2x4 1,5x4 11
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) n/a n/a 999
TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WEI 0,00 Horz(CT) 0.00 n/a n/a
SCOL 10.0 Code FBC2017ITP12014 Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 LOAD CASE(S)
BRACING- Standard
TOP CHORD
Structural wood sheathing directly applied or 5-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
I 'MiTek recommends
I
that - Stabilizers - -
I - 11 I
an
I
d required
cross bracing be installed during truss erection, in i
accordance with Stabilizer- Installation guide.
REACTIONS. (lb/size)
1 = 164/4-11-6 (min. 0-1-8)
3 164/4-11-6 (min. 0-1-8)
Max Horz
1 = 83(LC 12)
Max Uplift
1 41(LC 12)
3 75(LC 12)
Max Grav
1 164(LC 1)
3 164(LC 1)
FORCES, (lb)
Max, Comp./Max. Ten. - All forces 250 (lb) or less except
when shown,
NOTES-
1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp, C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL= 1.60 plate grip DOL= 1 .60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of
20,Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members,
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at
joint(s) 1, 3.
PLATES GRIP
MT20 244/190
Weight 16 lb FT = 10%
Ni3u ash
T*t Vino .44'w— kilhony T, Ton,o M, P E,
Z 8008 1
ej— 4451 St, L-joe bdi, I F("
W 't ' bry§2016 A I Root T'me w-- Pi, lep,44-.tM,d1 eylom llinflw hft.yl omb011 P[ Z"
JANUARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION I STDTL01 0
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL. 34946
772-409-1010
CORNERSET GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 175 mph, ASCE
7-10, Exp. B, C up to 60' Mean Roof Height
and Exposure D up to 30' Mean Roof Height.
Attach King Jack w/ (3) 16d Toe
Nails @ TC & 24" Strap w/ (6)
10d x 1.5" ea. end @ BC
Attach End Jack's I Attach Corner Jack's
w/ (4) 16d Toe Nails @ TC
w/ (2) 16d Toe Nails @ TC &
3) 16d Toe Nails @ BC 2 BC (Typ)
0
r~
3ch Corner Jack's
2) 16d Toe Nails
TC & BC (Typ)
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NO;R"flfkm kkN'Ji-Ii *011 F1 ief,Avl'o Pf It's ovi"'Ia o"Iv, }'@#t6tl4xifl'91N tEF xt:tttR,M-41tCF IiC3mk F 06'fC55fi A43k PA}-iRSCEA 4f. P. (-
ALTERNATE GABLE END BRACING DETAIL STDTL03FEBRUARY17, 2017
A-1 ROOF TRUSSES
4461 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
ALTERNATE DIAGONAL BRACING TO THE BQTTQM CHORD
1' - 3' MAX.
DIAL. BRACE
AT 1/3 POINTS
IF NEEDED
IT IS THE RESPONSIBILITY OF THE BLDG.
DESIGNER OR THE PROJECT ENGINEER/ARCHITECT
TO DESIGN THE CEILING DIAPHRAGM AND ITS
ATTACHMENT TO THE TRUSSES TO RESIST ALL
OUT OF PLANE LOADS THAT MAY RESULT FROM
THE BRACING OF THE GABLE ENDS,
HORIZONTAL BRACE
SEE SECTION A -A)
TRUSSSES B
24' O.C.
2X6 DIAGONAL BRACE SPACED 48'
O.C. ATTACHED TO VERTICAL WITH
4) - 16d NAILS, AND ATTACHED TO
BLOCKING WITH (5) - 1Dd COMMONS.
NAIL DIAGONAL BRACE TO
PURLIN WITH TWO 16d NAILS.
2X4 PURLIN FASTENED TO FOUR
TRUSSES WITH (2) - 16d NAILS
EACH, FASTEN PURLIN TO BLOCKING
W/ (2) - 16d NAILS (MIN.).
PROVIDE 2X4 BLOCKING BETWEEN
THE TRUSSES SUPPORTING THE
BRACE AND THE TWO TRUSSES ON
EITHER SIDE AS NOTED. TOENAIL
BLOCKING TO TRUSSES WITH (2) -
10d NAILS AT EACH ENO. ATTACH
DIAGONAL BRACE TO BLOCKING WITH
5) - 10d COMMON WIRE NAILS.
END WALL CEILING SHEATHING
BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED:
METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE
OF THE STRUCTURAL GABLE AND FASTEN PER THE
FOLLOWING NAIL SCHEDULE,
METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL
MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING
NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME
SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS.
VERTICALNAILINGSCHEDULE:
FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05). 150 MPH (ASCE
7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF I0d (.131'
X 3') NAILS SPACED 6' O.C.
FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, OS), 150
MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d
131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM).
STRUCTURAL
GABLE TRUST
f MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI
BRACING METHODS SHOWN ON PAGE I ARE VALID
AND ARE TO BE FASTENED TO THE SCABS OR
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
ON THE INTERIOR SIDE OF THE STRUCTURE,
NOTE: THIS DETAIL IS TO BE USED ONLY FOR
STRUCTURAL GABLES WITH INLAYED /
STUDS. TRUSSES WITHOUT INLAYED
STUDS ARE NOT ADDRESSED HERE.
STANDARD GABLE /
I- TRUSS
UKAL
TRUSS
ZTI In
AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING
MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF
THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.
THE BRACING SHOWN IN THIS DETAIL IS FOR
VERTICAL/STUDS ONLY.
JULY 17, 2017 STANDARD PIGGYBACK TRUSS
STDTL04CONNECTIONDETAIL
THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS:
ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE
CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN
DRAWING FOR UPLIFTS,
NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24'O.C. OR LESS,
All ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
PIGGYBACK TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL PIGGYBACK TRUSS INFORMATION,
SPACE PURLINS ACCORDING TO THE MAXIMUM
SPACING ON THE TOP CHORD OF THE BASE TRUSS
SPACING NOT TO EXCEED 24' O.C) A PURLIN
TO BE LOCATED AT EACH BASE TRUSS JOINT,
ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2"X 8"
TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48'O.C. PLATES
SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48"O.C.
STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH
FOUR (4) 6d (1,5- X 0.099-) NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM
UPLIFT CAPACITY OF 377 LBS. AT EACH 2" X 8" TEE -LOCK MULTI -USE
CONNECTION PLATE, (MINIMUM OF 2 PLATES)
ATTACH EACH PURLIN TO THE TOP CHORD OF
THE BASE TRUSS.
PURLINS AND CONNECTION BY OTHERS)
BASE TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL BASE TRUSS INFORMATION,
i V"J WWI &"OW NC t
A,V' *,ny T
w— 41, Tr'.4 ae W, Yhr l-, W" kt1j, —w. s'w Al 0
JULY 17,2017 1 TRUSSED VALLEY SET DETAIL - SHEATHED I STDTI-05
A*1 ROOF TRUSSES
1.4— — I 1.11C o. —
FOF
SECURE VALLEY TRUSS
W1 ONE ROW OF 1 Od
NAILS 6"O.C.
ATTACH 2X4 CONTINUOUS #2
SYP TO THE ROOF W1 TWO USP
WS45 (114" X L5") WOOD SCREWS
INTO EACH BASE TRUSS.
GENERAL SPECIFICATIONS:
1. NAIL SIZE = 3"X 0A31" = 10d
2- WOOD SCREW = 4.5" WS45 USP OR EQUIVALENT.
3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES.
4. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND
SECURE TO BASE TRUSSES AS PER DETAIL 'A'.
5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE
INDIVIDUAL DESIGN DRAWINGS,
6. NAILING DONE PER NDS - 01.
7. VALLEY STUD SPACING NOT TO EXCEED 48"O.C.
E END, COMMON
3S, OR GIRDER TRUSS
TRUSS CRITERIA:
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH
WIND DESIGN PER ASCE 7,10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12
CATERGORY 11 BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE: 1,60
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24" O.C. (BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
e0"— v
4,151 Y. lj)oe kit'r-
F:,rt Diem,- FL 3446 Qp,
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FEBRUARY 5, 2018 1 TRUSSED VALLEY SET DETAIL I STDTI-06
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
SECURE
wl (
VALLEY TRUSS
TYPICAL)
GABLE END, COMMON
TRUSS, OR GIRDER
TRUSS
NO SHEATHING) N.T.S.
GENERAL SPECIFICATIONS:
1. NAIL SIZE = 3" X 0. 131" = 1 Od
2. WOOD SCREW = 3"WS3 USP OR EQUIVALENT.
1 INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE PER DETAIL
A'.
L BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN
DRAWINGS,
5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT
TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING,
6. NAILING DONE PER NOS - Ot
7. VALLEY STUD SPACING NOT TO EXCEED 48"O.C.
BASE TRUSSES
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12
CATERGORY 11 BUILDING
EXPOSUREC
WIND DURATION OF LOAD INCREASE: 1.60
ATTACH 2X4 CONTINUOUS #2
MAX TOP CHORD TOTAL LOAD = 50 PSF
SYP TO THE ROOF W/ TWO USP
MAX SPACING = 24"O,C, (BASE AND VALLEY)
WS3 (1/4' X 3-) WOOD SCREWS MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
INTO EACH BASE TRUSS
AYft 'Ar, VWA I i
Anlu,,},, mL-o i f' P f
FOOLP,,v, FL le'
p't
iULY 17, 2017
11• (
HIGH WIND VEL.C}CITY)
r,1«~.
I STDTL07
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409.1010
ATTA(
WIND DESIGN PER ASCE 7-98, ASCE 7-1
WIND DESIGN PER ASCE 7-10: 170 MPt
MAX MEAN ROOF HEIGHT = 30 FEET
CATERGORY II BUILDING
EXPOSURE B OR C
WIND DURATION OF LOAD INCREASE:
MAX TOP CHORD TOTAL LOAD = 50 PSI
MAX SPACING = 24" O.C. (BASE AND VA
JUMYCIKI IN(. 1 KUJJt,`) UIKt4 I LY VNL.1tK VALLEY 1KUJJtJ MU51 tSt
DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' - 10" ON AFFECTED
TOP CHORDS.
NOTES;
1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES.
2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER.
FOR BEVELED BOTTOM
CHORD, CLIP MAY BE APPLIED
TO EITHER FACE.
Hr
CLIP MAY BE APPLIED
TO THIS FACE UP TO
NON -BEVELED
I MAXIMUM G 12 PITCH
A
NON -BEVELED
BOTTOM CHORD BOTTOM CHORD
0
ap o
CLIP MUST BE APPLIED TO
THIS FACE WHEN PITCH
EXCEEDS 6(12 (MAXIMUM
1212 PITCH)
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FEBRUARY 17, 2017 1 STANDARD GABLE END DETAIL I STDTL08
A-1 ROOF TRUSSES
4451 ST. LUCIE RLVD,
FORT PIERCE, FL 34W
772-409-1010
TYPICAL 2X4 L-BRACE
NAILED TO 2X4 VERTICALS
7z; VERTICAL
STUD
SECTION B-B
TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY.
VERTICAL 2X6 SP OR SPF
STUD 2 DIAGONAL
BRACE
4) - 16d
NAILS 16d NAILS
SPACED 6' Q.C.
2) 10d NAILS
INTO 2X6
2X6 SP OR
SPF #2
2X4 SP OR
SPF #2 TYPICAL HORIZONTAL
BRACE NAILED TO
2X4 VERTICALS
SECTION A -A W/(4) - 10d NAILS
DIAGONAL BRACE 4' - 0' O.C. MAX.
I SEE INDIVIDUAL ENGINEERING DRAWINGS
FOR TRUSS DESIGN CRITERIA.
12 PROVIDE 2X4 BLOCKING BETWEEN
THE FIRST TWO TRUSSES AS NOTED. fA VARIES TO COMMON TRUSS TOENAIL BLOCKING TO TRUSSES
WITH (2) - 10d NAILS AT EACH END.
ATTACH DIAGONAL BRACE TO
A
BLOCKING WITH (5) - 10d NAILS
4) Bd NAILS MINIMUM, ROOF
B
3X4= PLYWOOD SHEATHING TO SHEATHING
2X4 STQ SPF BLOCK
DIAGONAL BRACING k* L - BRACING REFER
REFER TO SECTION A -A TO SECTION B-B 24' MAX.
1.MINIMUM
2.
GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS.
CONNECTION BETWEEN
10d
BOTTOM CHORD OF GABLE END TRUSS AND WALL TO 12' MAX. NAILS
BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT.
3, BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG.
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF
4.
SYSTEM.
BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR
BETTER WITH ONE ROW OF 10d NAILS SPACED 6' Q.C. TRUSSES R 24' D.C.
5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM
AT 4' - 0' Q.C.
6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 DIAGONAL BRACE
WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT SPACED 46' Q.C. ATTACHED
THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE TO VERTICAL WITH (4) -
STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 16d NAILS, AND ATTACHEDL7. GABLE STUD DEFLECTION MEETS OR EXCEEEOS L/240, TO BLOCKING WITH (5) -
B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAL. BRACE 10d NAILS.
9, DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS
TRUSSES. IF NEEDED
10. 10d AND 16d NAILS ARE 0.131'X3.0' AND 0131'X3.5' COMMON WIRE NAILS HORIZONTAL BRACET7RESPECTIVELY. SEE SECTION A -A)
11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12
BY SPIB/ALSC.
MINIMUM STUD
SIZE SPECIES
AND GRADE
STUD
SPACING
WITHOUT
BRACE
2X4
L - BRACE
DIAGONAL
BRACE
2) DIAGONAL
BRACES AT
1/3 POINTS
MAXIMUM STUB LENGTH
2X4 SP #31 STUD 12" O.C. 3-8-10 5.6.11 6-6-11 11-1-13
2X4 SP #31 STUD 16" O.C. 3.3.10 4.9-12 6-6.11 9-10-15
2X4 SP #31 STUD 24" O.C. 2-8-6 3-11-3 5.4.12 8.1-2
2X4 SP #2 12" O.C. 3.10-15 5.6-11 6-6-11 11-8-14
2X4 SP #2 16" O.C. 3-6-11 4-9.12 6.6-11 10-8-0
2X4 SP #2 24" O.C. 3-1.4 3-11-3 1 6-2.9 9-3-13
DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE
EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO
BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE
WITH 10d NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER
90% OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2.
END WALL
MAX MEAN ROOF HEIGHT = 30 FEET
EXPOSURE B OR C
ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING.
DURATION OF LOAD INCREASE : 1,60 CONNECTION OF BRACING IS BASED ON MWFRS.
BRAC DETA
FEBRUARY 17, 2017 I T-
WITH 2XIBRACE ON Y
IL I sTaTL09
NOTES:
T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING
IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90% OF WEB LENGTH.
THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO
CONTINUOUS LATERAL BRACED WEBS.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1016
NAILING PATTERN
T-BRACE SIZE NAIL SIZE NAIL SPACING
2X4 OR 2X6 OR 2X8 10d 6" O.C.
NOTE: NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON
TWO-PLY TRUSSES NAIL TO BOTH PLIES)
NAILS
BRACE SIZE FOR ONE -PLY TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE 1 2
2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE
2X6 2X6 T-BRACE 2X6 I -BRACE
2X8 2X8 T-BRACE 2X8 I -BRACE
BRACE SIZE FOR TWO-PLY TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE 1 2
2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE
2X6 2X6 T-BRACE 2X6 I -BRACE
2X8 2X8 T-BRACE 2X8 I -BRACE
T-BRACE / I -BRACE MUST BE SAME SPECIES
AND GRADE (OR BETTER) AS WEB MEMBER.
NAILS
WEB
NAILS
NAILS
WEB
tom: lrl
SECTION DETAILS
FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL1Q
TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY B TO 10 FEET
ALONG A FLOOR TRUSS.
NOTE 1: 2XG 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-1ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW. 4451
ST. LUCIE BLVD, FORT
PIERCE, FL 34W6 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE 772-
4091olo BOTTOM CHORD
OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM ENO
TO ENO, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY
OTHERS, AT THE ENDS. INSERT WOOD
SCREW THROUGH OUTSIDE FACE
OF CHORD INTO EDGE OF
STRONGBACK (DO NOT USE METAL
FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO
ATTACH WEB WITH (3) - 10d SCAB WITH (3) -'10d TO TOP
CHORD NAILS (0.131` X 3') NAILS (0.13I' X 3'). ATTACH 0 31'
WEB WITH
3 XR VERTICAL NAIL
BLOCKING
BEHIND
THE VERTICAL WEB IS
RECOMMENDED WHILE NAILING THE
STRONGBACK USE METAL
FRAMING ANCHOR TO
ATTACH TO BOTTOM
CHORD TRUSS ATTACH
TO
VERTICAL WEB WITH (
3) - 10d NAILS (0.
131' X 3') 2X6 STRONGBACK
4' -
TYPICAL
ATTACH
2X4
VERTICAL TO FACE
OF TRUSS, FASTEN TO
TOP AND BOTTOM CHORD
WITH 2) - 10d
NAILS (0.131' X 3')
IN EACH CHORD ATTACH TO
VERTICAL SCAB WITH (
3) - 10d NAILS (0131'
X 3') 0' WALL
SPLICE) (BY
OTHERS) ATTACH TO
CHORD WITH (2) #
12 X 3' WOOD SCREWS
0.216'
DIA.) INSERT SCREW
THROUGH OUTSIDE FACE
OF CHORD INTO EDGE OF
STRONGBACK (00 NOT USE DRYWALL
TYPE SCREWS) THE STRONGBACKS
SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY
OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON
THE SPLICE AND JOINED WITH (12) - 10d NAILS (0131' X 3') EQUALLY SPACED.
ALTERNATE METHOD
OF SPLICING: OVERLAP STRONGBACK
MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) -- 10d NAILS (
0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK
IS NOT ALIGNED WITH A VERTICAL). BLOCKING BY
OTHERS)
FEBRUARY 17, 2017 1 LATERAL TOE -NAIL DETAIL I STDTL11
A-1 ROOF TRUSSES
4451 ST, LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER
AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN
THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS
SHOWN).
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL
BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO
SPECIES FOR MEMBERS OF DIFFERENT SPECIES.
TOE -NAIL SINGLE SHEAR VALUES
PER NOS 2001 (LB/NAIL)
DIA SP OF HF SPF SPF-S
131 88.0 80.6 69.9 68.4 59.7
o 135 93.5 85.6 74.2 72.6 63.4
a
162 108.8 99.6 6.4 84.5 73.8
ri
128 74.2 67.9 58.9 57.6 50.3
caz0 131 75.9 69.5 60.3 59.0 51.1
o 148 81.4 74.5 64.6 63.2 52.5
N
M
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
3) - 16d NAILS (0.162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD
FOR LOAD DURATION INCREASE OF 1.15:
3 (NAILS) X 84.5 (LB/NAIL) X I15 (DOL) = 291.5 LB MAXIMUM CAPACITY
ANGLE MAY
VARY FROM
30' TO 60'
45.00'
ANGLE MAY
VARY FROM
30" TO 60•
THIS DETAIL IS ONLY APPLICABLE TO
THE THREE END DETAILS SHOWN BELOW.
VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY.
SIDE VIEW
2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
SIDE VIEW
2X4) 3 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
45.00'
SIDE VIEW
2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
NEAR SIDE
I
FEBRUARY 17, 2017 UPLIFT TOE -NAIL DETAIL STDTL12
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
THIS DETAIL SHALL BE USED FOR A CONNECTION
RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER
IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS.
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30' WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE
MEMBER END AS SHOWN.
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION.
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
TOE -NAIL WITHDRAWAL VALUES
PER NOS 2005 (LB/NAIL)
DIA. SP OF HF SPF SPF-S
L3
131 59 46 32 30 20Z
O
1
135 60 48 33 30 20
R
LQ
m
162 72 58 39 37 25
r 0 128 54 42 28 27 19
I—
Z
Z
131 55 43 29 28 19
LL1
148 62 48 34 31 211
J N
Q
Z
120 51 39 27 26 17
C
2 128 49 38 26 25 17
131 51 39 27 26 17
O
14B 57 44 31 28 20
N}
EXAMPLE:
3) - 16d NAILS (0.162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE
FOR WIND DOL OF 1.33:
3 (NAILS) X 37 (LB/NAIL) X 1.33 (OOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
FOR WIND DOL OF 1.60:
3 (NAILS) X 37 (LB/NAIL) X 1.60 (OOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LEIS (177 LBS) BUILDING
DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION.
USE (3) TOE -NAILS ON 2X4 BEARING WALL
USE (4) TOE -NAILS ON 2X6 BEARING WALL
NEAR SIDE
FAR S1
9
TOP PLATE
OF WALL
VIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLY
L
NAIL
NAIL
SIDE VIEW END VIEW
FEBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT I STDTL 13
A-1 ROOF TRUSSES
4451 ST, LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
Ito-McAd
2x2 NAILER ATTACHMENT
GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 170 mph, ASCO
7-10, 29'-0" Mean Height, Exp. B, C or D. I
April 11, 2016 TYPICAL ALTERNATE BRACING DETAIL STDTL14IFOEXTERIORFLATGIRDERTRUSSI
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD,
FORT PIERCE, FL 34946
772-409-1010
4) 12d
TRUSS 2411 O.C.
UPLIFT CONNECTION
SEE ROOF TRUSS)
12
VARIES
4) 12d
MAX 3011(21-611)
2x6 #2 SP (Both Faces)
24 It
O.C.
SIMPSON H5
Cj'. 1W, 'Vi is VIM, tJ.' I tw
W-4
4m
i— A t 4e0 Wh— t 1-6. M F1.
FEBRUARY 17, 2017
STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15DAMAGEDORMISSINGCHORDSPLICEPLATES
A-1 ROOF TRUSSES
4451 ST LUCIE BLVD.
FORT PIERCE, FL 34946
772-409,1010
TOTAL NUMBER
OF NAILS EACH
SIDE OF BREAK *
X
INCHES)
MAXIMUM FORCE (LBS) 157 LOAD DURATION
SP OF SPF HF
2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6
20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028
26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608
32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187
38 57 42' 3169 4754 2900 4350 2451 3677 2511 3767
44 66 Q. 3657 5485 3346 1 5019 2829 4243 2898 4347
DIVIDE EQUALLY FRONT AND BACK
ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF
THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE
ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (.131' DIA. X 3').
STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN
THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE.
THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS)
THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C
10d NAILS NEAR SIDE
10d NAILS FAR SIDE
THE LOCATION OF THE BREAK MUST BE GREATER
THE REQUIRED X DIMENSION FROM ANY PERIMETER
AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT
DO NOT USE REPAIR FOR JOINT SPLICES
NOTES:
1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR
DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE
TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN
THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF
SUPPORTING THE LOADS INDICATED.
2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR
AND HELD IN PLACE DURING APPLICATION OF REPAIR.
3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID
UNUSUAL SPLITTING OF THE WOOD.
4, WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID
LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY.
6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS.
TRUSS CONFIGURATION
AND BREAK LOCATIONS
FOR ILLUSTRATIONS ONLY
THAN OR EQUAL TO
BREAK OR HEEL JOINT
SEE SKETCH ABOVE).
FEBRUARY 17,2017 1 SCAB APPLIED OVERHANGS I STDTL16
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34W
772-409-1010
TRUSS CRITERIA:
LOADING- 40-10-0-10
DURATION FACTOR: 115
SPACING: 24' Q.G.
TOP CHORD: 2X4 OR 2X6
PITCH: 4/12 - 12/12
HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL
END BEARING CONDITION
mm:-&*]
1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS
WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148' DIA. X 3') SPACED 6' D.C.
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH
AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO
AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
2X- SC
NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED
WHEN OVERHANG HAS BEEN BROKEN OFF.
THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24'
D.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD
LOADS NOT EXCEEDING 50 PSF,
TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY.
IREFER TO INDIVIDUAL TRUSS DESIGN
FOR PLATE SIZES AND LUMBER GRADES
il (I i 4' It'
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8'- 8-t / 9'- 4" A.F.F.
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NOTE: Trusses are designed for SHINGLE material,
Notify truss manufacturer if material is other than Shingle.
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TRUSS LD . AND TRUSS LOCATION ONLY. 2 -a THE
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FOR GRAVITY AND UPLJFT LOAD FOR
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CODE UPDATE 72 APPROVED are ac_
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entative, KVIEWID BY PLAN DATE
ARCH -. 1 STIR CT r
1 e CUSTOMER R*AN40i a 108 NAME DORAL'
C'w'M' OPTION(
S) IAIVI/ iz s- COMMNTY KENSINGTON
RESERVE LOT 118
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LOT #
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JOB
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A FLORIDA CORPORATION 3-
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10 rz_
CITY OF SANFORD
JUN 'I BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $ 2 4" 5 -1
Job Address: 3889 Crawley Down Loop Historic District: Yes [I No I X1
Parcel ID: 17-20-31-5VC-0000-1 180 Residential R Commercial n
Type of Work: NewEA Addition El Alteration El RepairEl Demo El Change of Use El Move El Description of
Work: New Single Family Residence Plan Review
Contact Person: Tracy McDonald Title: Production Admin Phone: 407-
692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner
Information Name NVR
INC, dba Rvan Homes Phone: 407-692-9831 Street: 4307
Vineland Rd #H20 Resident of property? City, State
Zip: Orlando FL 32811 Contractor Information
Name NVR,
Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307
Vineland Rd # H-20 Fax: 407-692-9821 City, State
Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/Engineer
Information Name: AB
Design Phone: 407-774-6078 Street: 1441
N Ronald Reagan Blvd Fax: City, St,
Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding Company:
N/A Mortgage Lender: N/A Address: Address:
WARNING TO
OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application
is
hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior
to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this
jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers,
heaters, tanks, and air conditioners, etc. F8C 105.
3 Shall be inscribed with the date of application and the code in effect as of that date: 5'11 Edition (2014) Florida Building Code Revised: Rine
30, 2015 permit Application
0
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 taw, FS 71 3.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
6/25/2018
Signature )wne gent Date
Tra cy Donald -
Print 0 7Agent, I N r
6/25/2018
gnatuTe- of Notary -State of Florida Date
KRISTIN R ROLAND
Commission # GG 123381
Expires July 11, 2021
4f7 6/25/2018
S tgnatCont tor/Agent Date Tracy
McDonald Print
Contractor/Age 6/
25/2018 Signature
ofNotary-State of Florida Date KRISTIN
R ROLAND Commission #
GG 123381 P
Am, Expires July 11, 2021 F (`
P Var,Wi TW Suovit Notary $wy$mt Owner/
Agent is _X_ Personally Known to Me or Contractor/Agent is __X_ Personally Known to Me or Produced
ID - Type of ID Produced ID __ Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: BuildingE;- Electricalg- Mechanicalp- numbing® GasF1 Roof[] Construction
Type: Total
Sq Ft of Bldg: MW
2-
sk?;, Occupancy
Use: Flood Zone: Min.
Occupancy Load: # of Stories: New
Construction: Electric - # of Amps Z4O Fire
Sprinkler Permit: Yes D No N #of Heads APPROVALS:
ZONING: UTILITIES: 1--.
NGINr,,F,',RING: A4TC 2L3-[f FIR[1- COMMENTS: —
Ok to construct single family home with
setbacks and impervious area shown
on plan. qO , 0 %o 1)1*, V-
0 CTA Plumbing - #
of Fixtures Fire
Alarm Permit: Yes[] No[g WASTE
WATER: BUII,,
DING:-,;r W--to-E Revised:
June 30, 2015 Permit Application
SQ.FT. CAM'S
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SECTIONCABINET
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9
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TGt E
VEi R 6TOt
TYP) VEI`E£R
f
FIRST FLOOR PLAN
SCALE: V4 . 1'-0' ELEVAT?ON 'C'
ST RR LIvkTY.r T6T 'SQ FT,
TND RR LMDY U25 62 Ff.
TOTAL LIV',#VG E,BB1 $Q Ff,
EHT{2T- 34 ea FT.
GARGAE asa 8G1 F!.
LA•-i4! t40 6Q FT,
TOTAL 2,513 6ff. !Z.
idfdB?p0 CJLbW MM LaMbifb MO p>pY:lE
falti lEdlOCOiit
EMI!
TbM ]
ofE How
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4 R 75-64 b
5 ti 75-Yi F 30bU•33Si
b K MBD ECA 6 785v3ta9
bA 33 /T/a5-Bi-i 5 a411/•ii9
WIND DESIGN CRITERIA
a eAsvc uHI.o rsrH is secaN unst
4FiQ E1?LiL COEFFtG31Tr. 18
c wblccarEcaeY.TwE (It7. o6tr£ cAT£rcTzr-c
VALUES FOR GGt'fP Hib 4 CLADDAJGi PREDBURE Ate B44ED ON
T4E WK D£btGN WIC bPfED-FpCIQ, bTii £D- ta'OtTt ALLOWTN£bE
P}iE68UliG8 TO BE tA1LTlPL O BY 6B TO MET TFE ALLOUFOBLE OR
rt T-trot- rFsry vatias
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aUBDi.V. de L/DT.
KEN5iNGTON
RESERVE
tor yua)
YODXa[:
DaRAt
vsas
tcO acr#
02987.600 128R1
pwG$:
FIRST
FLOOR PLAN
ARCHITECT
STATE OF FLoRDA
JAREAaS G4PITiMHl
rto S2II79
DATEt 6/31 /16
SCALE: 1/4"=1"-0"
ar Er
OF
eva mvo a ns
Q.LLW C tm wmM
I 30 5 T36i1•388
7 6 5 3tIDbt-4t03
3S 3030-Fr 5 xw/-4.10
F 6
EC 6666
5 3106f•4t03
5 6
EW
4 51661-3116
b 5 A03 TRAMBOM 4 N-W-3460
T 6 4 31"1-3X16
6 6
SW t Rw/•3/b0
WIND DESIGN CRITERIA
A: BASStC dAlO SPEW feu ra SECOND Cr *T)
NA-T~ / VA60.W, tlP 4
6. HTEMAL PREMUME COEFFlCFTrt.. 10
G RBK CATPIaORT--t R
D. EXPCN00E CAMGC*R C
NOTE: VALUES FOR C rlPosed S, . CLADDMG PRESWt E ha_ BASED CN
r 4E VWt DE66K MD SPEED. F5CR, 6Ti ED. e=r; ALLCUO TiC-W
PWSSUQES TO BE MLTtPLED BY 0.6 TO MIEET Tiff ALLOWABLE OR
NCHMAL TESTED VALUES USED BY PRMOCT Md YFACnXtMwA
N 6ikDM TO DaE 6F1. 66THLATKN Ol ALL RW" r A "I T FFKtf "FtEi10.LYRURI !E QPRA AM tit<fATSY eY'60A11F kTERT1!< t ATgj S°Rd<
SECOND FLOOR PLAN
SCALE: 114 - r-o, ELEVAT{ON NC'
A f e St T f e T I
6
G`ignCQ i
in
iou1 OtuLDkEt4A — as cwoon. rt sxrsa
auwaraaorarsrcmra
n
AAL
lit
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: l
Documented Construction Value: $ 87,784
Job Address: 3889 Crawley Down Loop Historic District: Ices No
Parcel ID: 17-20-31-5VC-0000-1180 Residential X Commercial
Type of Work: New .X.. Addition Alteration Repair Demo Change of Use Move
Description of Work: New Single Family Residence
Plan Review Contact Person: Tracy McDonald Title: Production Admin
Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com
Property Owner Information
Name NVR INC, dba Rvan Homes Phone: 407-692-9831
Street: 4307 Vineland Rd #H20 Resident of property?
City, State Zip: Orlando FL 32811
Contractor Information
Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820
Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821
City, State Zip: Orlando FL 32811 State License No,: CBC1257565
Architect/Engineer Information
Name: AB Design Phone: 407-774-6078
Street: 1441 N Ronald Reagan Blvd Fax:
City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com
Bonding Company:
N/A Mortgage Lender: N/A
Address: Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, beaters, 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: 5t1 Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
6/25/2018
Signature(t!!e gent Date
Tracy *Donald
Print 0 /AgentV's Na
7,
6/25/2018
otignatueofNotary -Statetate of Florida Date
may po", KRISTIN R ROLAND
Gommisslon#GG=81
e Expires July 11, 20210. W
BMWn"Budge WarysW*M
4C6/25/2018
S ignat&a* ContYetor/Agent Date
Tracy McDonald
Print Contractor/AgeAt's Name
6/25/2018
Signature of Notary -State of Florida Date
pia KRISTIN R ROLAND
i6 Commission # GG 123381
Expires July 11, 2021
Owner/Agent is _X_ Personally Known to Me or Contractor/Agent is __X_ Personally Known to Me or
Produced ID Type of ID Produced ID _ Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: BuildingF] Electrical MechanicaIE] Plumbing[] Gas[] Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes [] No F
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
4 of Heads Fire Alarm Permit: Yes [] No[-]
UTILITIES: A ?-// WASTE WATER:
FIRE: BUILDING:
Revised: June 30,2015 Permit Application
REQUEST FOR TUG & PREPOWER AGREEMENT
ALL RESIDENTIAL PROPERTIES
Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Date
Project Name: Kensington Reserve
Project Addmss::M C"O"', 0
Building Permit o Electrical Permit #
In consideration for authorizing the appropriate utility company to energize the facility, we agree with and
understand the following:
1. This Tug/Pre-power application is valid only for one -and two-family dwellings.
2. The facility will not be occupied until a certificate of occupancy has been issued.
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 service
without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the
jurisdiction will not be responsible for any damages or costs which may result from the exercise of such
right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly
and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including
attorney's fees.
4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the
area designated for pre -power shall be complete and in safe order. All electrical services associated with the
area will be 100% complete unless specifically approved by the electrical inspector.
5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors,
the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical
contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent
energizing circuits other than those that are safe.
6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval.
7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power.
8. TUG approval is for service and outside GFCl outlets only.
9. Check with the local jurisdiction for fees associated with tugs.
Robert Lattanzi - Ryan Homes Robert Lattanzi - Ryan Homes Scott L Easterbrook - Palmer Electric
PrintPrint N e f Own.T/Tengaf
Werenant
Print Nam en. Co tra Print Name of El. Contractor
Signature of Signature of Gen. Contractor Iriggnature of El. Contractor
CBC1257565 EC0003096
Gen. Contractor License # El. Contractor License7W—
JURISDICTION EMPLOYEE NAME:
JURISDICTION.
CALLED INTO: a Progress Energy o Florida Power and Light on/
Rev. 02/10/15)
Grant Malay Clerk Of The Circuit Court & Comptroller Seminole County, FL
Inst #2018065631 Book:9195 Page:694; (1 PAGES) RCD: 8/20/2018 11:14:45 AM
REC FEE $10.00
THIS INSTRUMENT PREPARED BY:
Name: NVR Inc. dba Ryan Homes
Address: 4307 Vineland Rd Suite H-20
Orlando FL 32811
NOTICE OF COMMENCEMENT
Permit Number: 18-2905
Parcel ID Number: 17-20-31-5VC-Q000-1180
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided In this Notice of Commencement.
1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
Lot # 118 of Kensington Reserve 3889 Crawley Down Loa
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Construction of Single Family Home Residential
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd Suite H-20 Orlando FL 32811
Interest in property:
Fee Simple Title Holder (if other than owner listed above) Name: NA
Address:
4. CONTRACTOR: Name: NVR Inc dba Ryan Homes Phone Number: 407-692-9820
Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811
S. SURETY (if applicable, a copy of the payment bond is attached): Name: NA
Address: Amount of Bond:
6. LENDER: Name: Phone Number:
Address:
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section
713.13(1)(a)7., Florida Statutes.
Name: Dayna Mitchell Phone Number: 407-692-9820
Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811
8. In addition, Owner designates
to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Phone number:
9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified)
WARNING .LP OWO NERANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB
SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Dayna
Mitchell Assistant Secretary Sign
or Owner or Lessee, or Owner's or Lessee's (Print Name and Provide Signatory's TtUaMcs) Au
rued OfficerlDirectortPartnedManager) State
of Flgrida County of Qjange j
The
foregoing Instrument was acknowledged before me this [ day of 1- by
Dayna Mit9bell . Who Is personalty own to pie ti(OR Name
of person making statement who
has produced identification EI type of Identification produced: TRNG'(
E_4 IGI i NtC[aONf,E.D a4'•' .
t
MY COMMISSION N FF92 J0rr 7 1 '•
7%y`Ta`' EXPIRES October 06, .'.4i9 w07r3960,
53 BkxdallotaY arwcacom
C I TT' OF
S,kNFORD
PLANNING & DEVELOPMENT
SERVICES DEPARTMENT
Flood Zone Determination Request Form
Name: Tracy McDonald Firm: NVR, Inc.
Address: 4307 Vineland Road #H20
City: Orlando State: FL Zip Code: 32811
Phone: 407.692,9831 Fax- 407.692.9821 Email: trmcdonaCa-)nvrinc,com
Property Address: 3889 Crawley Down Loop
Property Owner: NVR, Inc. dba Ryan Homes
Parcel identification Number: 17-20-31-5VC-0000-1180
Phone Number: 407.692.9820 Email: trmcdonaCo)nvrinc.com
The reason for the flood plain determination is:
FEW New structure E] Existing Structure (pre-2007 FIRM adoption)
F-1 Expansion/Addition E] Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360)
Flood Zone: X Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
F-1 The parcel is in the: El floodplain Elfloodway
A portion of the parcel is in the:E] floodplain floodway
FE-1 The parcel is not in the: Wfloodplain Ofloodway
El The structure is in the: El floodplain E] floodway
0 The structure is not in the: E] floodplain r-j floodway
If the subject property is determined to be flood zone 'A', the best available information used to
determine the base flood elevation is:
BP# 18-2905
Reviewed by: Michael Cash, CFM Date: July 9, 2018
A 1 0 Application for Paved Driveway, Sidewalk orIWalkwayIncludingRight -of -Way Use &
let,
wd0R1, 4n iin Di hf_^f_Wn 1877—
ca " . %, 4A Fn V V Y www.
sanfordft.gov Department of Planning & Development Services 300
North Park Avenue, Sanford, Florida 32771 Phone:
407.688,5140 Fax: 407.688.5141 This
permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way In accordance with the City'
s regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk
construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway,
walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction'
s right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Knew Wmh below. size
and location of the existing right--of-way and use shall be provided or application could be delayed. 03111111i0weiroft 1.
Project Location/Address: 3889 Crawley Down Loop, Sanford, FL 32773 2.
Proposed Activity: 3.
Schedule of Work: XDriveway
Start
Date 4.
Brief Description of Work: This
application is sub Piropertyomw.
Signature:
41 Address:
4307 Vijlan Phone: (
407) 692-9831 El
Walkway [] Other: Completion
Date Construction
of New Single Family Home M.
H-
20 Orlando, FL 32811 Fax:
Print
Name: Tracy McDonald F]
Emergency Repairs Email:
trmcdona@nvrinc.com Date: 06/25/2018 Maintenance
Responsibilitiostindemnification The
Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall
include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove
said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities,
stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove,
relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not
continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition,
the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor'
s property to recover costs of restoration. To
the fullest extent permitted by law, Requestor agrees to defend, indemnity, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (
appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect
or consequential), or injury of any nature whatsoever to person or prop", and the costs and expenses incident thereto (including costs of defense,
settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected
with the use of the City's 6ght-of-way, I
have Signature:
Pre -
pour Inspection by: Application
No: Reviewed:
Public
Works Utilities
Approved:
Engineering
Site
Inspected by: Special
Permit Conditions: the
above statement and by signing this application I agree to Its terms. Date:
06/25/2018 This
permit shall be posted on the site during construction. Please
call 407.688.5080 24 hours In advance to schedule a pre -pour Inspection. Date:
Official
Use Only Fee:
Date: Date:
Date:
Date:
7 Cl ze I PM
November
2015 ROW Use Unveway.pCT
6/25/2018 SCPA Parcel View: 17-20-31-5VC-0000-1 180
Parcel Information
Legal Description
LOT 118
KENSINGTON RESERVE
PB 81 PGS 86-92
Prot' Record Card
Parcel: 17-20-315VC-0000-1180
Property Address: 3889 CRAWLEY DOWN LOOP SANFORD, FL 32773
Value Summary
0-1180 2018 Working 2017 Certified
Values
PROJECT ILLC
Values
i Valuation Method Cost/Market Cost/Market
OWN LOOP SANFORD, FL 32773
Number of Buildings 0 0
SUITE 300 MIAMISBURG, OH 45342-5038
Depreciated Bldg Value
FRVF
Depreciated EXFT Value
Land Value (Market) $52,000 14,000
IDENTIAL
Land Value Ag
Ius!'Market Value $52,000 14,000
I zu Portability Adj
rb Save Our Homes Adj $0 0
17 Amendment 1 Adj $0
119
0
P&G Adj $0 0
Assessed Value $52,000 14,000
4ho
ro I/ Tax Amount without SOH: $266.58
0 0) 2017 -Tax $266.58
U") Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Taxes
Taxing Authority Assessment Value
11-1-1-11 -- — - - ---- ------
County General Fund 52,000
Exempt Values
Schools 52,000
City Sanford 52,000
SJWM(Saint Johns Water Management) 52,000
County Bonds 52,000
Sales
Description Date Book Page Amount
No Sales
Land
Taxable Value
0 52,000
0 52,000
0 52,000
0 52,000
0 52,000
Qualified Vac/Imp
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: k (R
I hereby name and appoint: __Tracy McDonald
an agent of: NVR Inc., dba Ryan Homes
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
El The specific permit and ap lication for work located at:
Street Address)
Expiration Date for This Limited Power of Attorney:_ May 20,2018
License Holder Name: Robert Lattanzi
State License Number: CBC125756
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF Oranng__
The foregoing instrument was acknowledged before me thiQSday of-Jk_,
200 by Robert Lattanzi Who is K#
i,or o who has produced as
identification and who did (did not) take/,an oath
Qi d
Notary Seal) Aisshn—gf —
Print or type name
KRISTIN R ROLAND Notary Public - State of
Commission # GG 811233
Expires July 11, 2021 Commission No. 1 2
Dq4*dTm,N4q0N0tXy$%y= My Commission Expires:_--7/41,,A--
Rev. 08,12)
COUNTY OF SEMINOLE
IMPACT FEE STATEMENT 0- 0'' ,
STATEMENT NUMBER: 18100005 DATE: July 02, 2018
BUILDING APPLICATION #: 18-10000594
BUILDING PERMIT NUMBER: 18-10000594 #(
F<!t7 31
UNIT ADDRESS: CRAWLEY DOWN LOOP 3889 17-20-31-5VC-0000.1180
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: NVR INC DBA RYAN HOMES
ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 3889 CRAWLEY DOWN LOOP / KENSINGTON
RESERVE / SFR
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
ROADS-ARTERIALS CO -WIDE ORD
Single Family Housing 705.00 1.000 dwl unit 705.00
ROADS -COLLECTORS N/A
Single Family Housing 00 1.000 dwl unit 00
FIRE RESCUE N/A
00
LIBRARY CO -WIDE ORD
Single Family
SCHOOLS
Housing 54.00 1.000 awl unit 54.00
Family
CO -WIDE ORD
Housing 91000.00 1,000 dwl unit 9,000.00PASingle
LAW ENFORCE N/A
00
DRAINAGE N/A
00
00
AMOUNT DUE 9,759.00
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE
SEMINOLE COUNTY ROAD, FIRE/RESCUE,
ISSUANCE OF A BUILDING PERMIT.
LIBRARY AND/OR EDUCATIONAL
fit` - 2,0 -I .:
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR
DAYS OF THE DATE ABOVE BUT NO LATER THAN
CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT.
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT
ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE
UNIVERSAL ENGINEERING SCIENCES Consultants
ins Gootechnical
Engineering - Environmental Sciences Geophysical Services * Constrmtion
Materials Te,,tm(j - Thteshol(i hisi-x-coon Building I wspeoion -
Plan Review - Building Code Ad n-) it) I St Ij t tot I 3532 Maggie Blvd,
Orlando, 32811 - P: 407.4210504 - F: 407.423.3106 UES Project No:
0110.1700732.0000 Workorder No: 9409301-
1 Report Date: 10/
9/2018 In -Place D2Lisily
T2§t Rel2g Client: Ryan Homes
4307 Vineland Road,
Suite H2O Orlando, FL 32811
Project: Kensington Reserve,
House Lot Testing UES Technician: Sammie
Edwards Date Tested: 10/
09/2018 3998 Brisson Avenue,
Sanford, Seminole County, FL 32773 Area Tested: 3889
Crawley Down Loop (Lot 118) Type of TS§t Material: Fill Field:
ASTM D-2937 Drive Cylinder Method Reference Datum: 0 =
Top of Fill Laboratory: ASTM D1557 Modified Proctor The tests below
meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location
of
Test Range Maximum Density Pcf)
Dptimum
Moisture
Field
Dry
Density
Pcf) Field
Moisture
Soil
Compaction
W
Fill
Depth
inch)
Pass
or
Fail
1
North West
Corner of Pad 0-1 ft 105.4 12.2 107.5 7.7 102 N/A Pas: 2 South West
Corner of Pad 1-2 ft 105A 12.2 1081 83 103 N/A Pas: 3 South East
Corner of Pad 1-2 ft 105.4 12.2 105.8 61 100 N/A Pas: 4 North East
Corner of Pad 1-2 ft 105A 12.2 103.2 5.0 98 N/A Pas: 5 Center of
Pad 2-3 ft 105.4 12.2 102.4 4.6 97 N/A Pas! Remarks: At time
of testing, footings had not been excavated. All tests were performed on the inside of Pad Area. T,,, —#kfioh , fn
I 'U—fo fhn 0-ht;' -4 --h— 'tt --4, — — —6,4—fiol --4— of nnr G—f, —4
DESCRIPTION AS FURNISHED: Lot 118, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86
through 92, Public Records of Seminole County, Florida.
BOUNDARY FOR CERTIFIED TO: Ryon Homes1NVR Inc.
LOT 122
S 40*13'15" W
40.00'
LOT 118
47,50' 4 7,50'
5,00'
JaW 5,00'
FORMSOMO FOUNDATION
O TOP OF FORMS - J 1. 72' -z'
to
LOT 119 LOT 117
7'
2t.J'
5.00'
25.50' 25,50'
10' U77L ESME
15.00'
I - - - - - - - -
S 40*13'15" WM,a)
40.00'
CRAXLEY DOXIV LOOP
W PRIVATE
PROPOSED - FINSHEID SPOT GRADE ELEVATIONS
PER DRAINAGE PLANS
PLOT PLAN M&&
FRONT -4 25'
k$LWj4Uq#j_ REAR - 20,
PROPOSED DRAINAGE FLOW IMPERVIOUS Cd - 1,8411 SQUARE FUT OR 40.Ox SIDE 5' FOR 40' LOTS
LOT GRA01140 TYM A
lt'poeloo LOT CONTAINS 4,600* SQUARE FEET SIDE 7.5' FOR 00' LOTS
PROPOSED FINISH FLOOR PER PLANS LMNG AREA CONTAINS 1.2144 SQUARE FEET SIDE - 10' FOR 75' LOTS
22tSGATIAI PORCH CONTAINS 627,t SQUARE FEET SIDE STREET - 25' CRUSEiWEYER -
SCOTT & ASSOC, INC - LAND SURVEYORS ftAT
w UK WO E. COLONIAL DR. ORLANDO. FL 32807 (407)-277-3232 FAX (407)-658-1436 rfPWAL
rror M4
coxwt "
WAX, ftv4MM,
vo. WNW a M $kw4r 0" PADVM POW nx M~no" FvM"*v TO ?w smtm not wr ve 000 AMNAMW WW
MW WCArrD ("M Ong"= WWW noTOn
SW4Y IS FWAM MR TW $Oa RP471T OF MW 00"M TO AND SHOVW &W K RUM LWM W MA' OTW &AM MT,
0 OMM04 94COW F*k YW LOOMM OF AONWhVMDM HOMM *fOLW ROT W vM M A" M#gxW VWS, SVWWiW
ARC 860 AMWO an* AM 00 IW OW *X" AS &W M~ (W EUTrwKAMaOLWWOW
F 1\0ft ARE OUR ON WTOW QVMDCM WWM4k VATkW OFtg^ UM= OTOOMW WTM 11W fc10EtMUMAIrOFAURCRAZATAYW4M. CIO Save -
1*
pl : ;WTWv "MMOM R.T. v : RA "
r1KM CERTIFIER BY, OWER W. L AK
LC" PLOT PLAN 05-30-2018 3458-18 FORAMARD FOUNDATION/
17UNS. 10-10-2018 6717-18 NORM TH6
WwwolpRopuffy
0M NOT Ur MTw THE MARUSRED
100 WAR FLOCO PLANE AS PM *nRM 4714 LONE 1.
W. SWTT, L 4401 12117COOOV (09-
28-07)
15 lightyears, Inc
776 Bennett Drive
Longwood, Florida 32750
June 1, 2018
To: Local Building Department
RE: Blower Door Test & Duct Leakage Test Reports
To whom it may concern,
15 lightyears
This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building
Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing.
The attached forms were provided by the Florida Building Commission as the accepted forms to be
submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical
Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through
R-80 (page numbers 159-161).
Web link provided for quick access to the TAM document https://tinyuri.com/2017FBC-TAM
These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401.2,
Prescriptive, Performance, and Energy Rating Index (ERI) paths.
We are working with building departments across Florida to standardized the form submittal process and
would like your department to allow these forms to meet compliance. If there are any issues with
accepting these forms, please reach out to me directly and I will ensure that we submit any specific form
that you will require. Tim Smith (407)-951-3236 tsmith@151ightyears.com
Respectfully,
Timothy` filth
15 Lightyears, Chief Operations Officer
Energy Technical Advisor
RESNET Quality Assurance Designee
IECC Residential Energy Inspector/ Plans Examiner
Member, Building Officials Association of Florida Member and Code Development Committee
participating member. Also, representative to the Florida Building Commissions, Energy Technical
Advisory Committee for the BOAF- CDC
Envelope Leakage Test Report (Blower Door Test)
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Jurisdiction: Permit #:I
Job Information
Builder: &A tj Novie Community: Ke. r\,-- I n sj + Lot:
Address: Unit:
City: State: F III Zip:
Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or FRI Method
0 PRESCRIPTIVE METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air
changes per hour at a pressure of 0,2 inch w.g. (50 pascals) in Climate Zones I and 2.
D"PERFORMANCE or ERI METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding
the selected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACHSO,
ACH(50) specified on Form R405-2017-Energy Calc (Performance) or R406-2017 (ERI): =
x 60 1-1549 = r 0 11 MetbQd for calcu ating bu'ldingyDjume
CFM(50) Building Volume ACH(50) 0 Retrieved from architectural plans
PASS (Mechanical Ventilation is not required) Cj.)ade software calculated
PASS (with Mechanical Ventilation)
Field measured and calculated
0" 0
A I L
R402.4.1.2 Testing, Testing shall be conducted in accordance With ANSI/RESNET/ICC 380 and reported at a pressure or 0,2 Inch w.g. (50 Pascals),
Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues, or individuals licensed as set forth In Section
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 seated, beyond the intended weatherstripping or other infiltration
control measures.
2.Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control
measures,
3.Interior doors, if Installed at the time of the test, shall be open.
4,Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and seated.
S.Heating and cooling systems, if installed at the time of the test, shall be turned off.
6.Supply and return registers, if installed at the time of the test, shall be fully open.
Testing Company
Company Name: 15 Lightyears , Inc Phone: (555)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 acc ng to the compliance method selected above. Signature
of Tester: Date of Test: Printed
Name of Tester: Aaron Qvgrh!2!t License/
Certification #: 20NAB7 Issuing Authority: RESNET Copy
of License / Certificate of the tester must be attached)
Duct Leakage Test Report
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Ijurisdiction: Permit#: j1K—,'_7c'0,75—
Job Information
Builder: 1,t e Community: Lot:
Address: Unit:
City: Sol, r State: Zip: :,i -7 7 -3
Duct Leakage Test Results
System 1 3 cfm25
System 2
cfm25
System 3 cfm2S
Sum of any
additional systems cfm25
Total of all
Isystems cfm25
0 Prescriptive Method cfm25 (Total)
To qualify as "Substantially leak free" Qn Total must be less than or
equal to 0,04 if air handler unit is installed. If air handier unit is riot
installed, Qn Total must be less than or equal to 0.03. This testing
method meets the requirements in accordance with Section R403.33.
F] Is the air handler unit installed during testing? YES SQ) (S003
ferformance I ERI Method cfm25 (Out or Total)
To qualify using this method, Qn must not be greater than the
q-5 + i 8':5 71 0 Z, Qn proposed 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
R40S-2017 (Energy Colc) or R406-2017 (Energy Cu1c) or R406-2017
PASSZ 4-LI Ii
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section
553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489,105(3)(0, (g) or (i), Florida Statutes.
Testing Company
Company Name: 15 Lightyears, Inc Phone: (855) 438-1515
1 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 comp)
i
ce method selected above.
Signature of Tester: )—c- Date of Test:
Printed Name of Tester: Aaron Overholt
License/Certification #: 2DNAB7 Issuing Authority: RESNFI
Copy of License / Certificate of the tester must be attached)
THIS ACKNOWLEDGES THAT
HAS MET THE STANDARD REQU I RED BY • ASA
CERTIFIED RATING FIELD INSPECTOR
Certification Date: 08/07/2018
Certification Expires: 08/07/2021
R F 1 # 2GNAB7
Tim Smith,
RESNET Quality Assurance Designee
w-
U b
RESNET QA Provider # (1998-199)
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: W5.
Documented Construction Value: 1A Cu
Job Address: Historic District: Yes D No(
Parcel ID: ResidentiaLo Commercial L I
Type of Work: Newo AdditionEl AlterationEl RepairEl DemoEJ Change ofUse Move Description of Work: la'-
zakv N. IM.r') P_ dAc _' kPlanReviewContactPerson:
V-W ao,_l I -A'GY. Title: I I Phone: 4S
Gac)W
Fax: qp _5 Email: krle,ML(021n Property Owner Information Name
Phone: Street: Resident
of property?
IS-Ja Q e't \ City, StateZip:` ContractorInformationNamePhone:
Street: 0alse-
0 Fax:
qO -7- IS 1?6 3 State License City, State
ns No.m.. Name: Street: City, St,
Zip:
Bonding
Company: Architect/Engineer
Information Phone:
Fax: E-mail:
Mortgage
Lender:
Address: Address:
WARNING TO
OWNER: YOUR
FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON
THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby
made
to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I
understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks,
and air conditioners, etc. FBC 105.3 Shall
be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30,2015
Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate tat work will
be done in compliance with all applicable laws regulating construction and zo g.
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Signature
of Contractor/Agent
Name
CHERYL D AKERS
MY COMMISSION # FF998962
EXPIRES June 05, 2020
Contractor/Agent is __An-Tersonaily Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use: Flood Zone: -
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: UTILITIES:
ENGINEERING: FIRE:
COMMENTS:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
Revised: June 30, 2015 Permit Application
STATEWIDE
1-008-831-2665
Ryan Homes
4]U7Vineland Road, Suite M'Z0 Orlando,
pL3Z811 State
Cert[AC03244 DEL-'
IR w_
1111ATIN°Alit CONDMONIN 308
NAME: Standard Series - new code Phone:
407-692-9838 Revised
Date: 03/11/16 Page
1o[5 We
propose the necessary bbu, and material to install heating, air conditioning and ventilation for the above plan. Design
Criteria: K-
38-Vented Under Attic n-]
8-Vented Knee Wall R-
4.1 - Block Walls R-
1]-Frame Wood, Adjacent R-
13 -FrameVVuod,[xterior VVindowa-
LuwE Doub|
ePane- U-Value .54-SMGC .31 ; U-Value .62 -SMGC .25 VYaterMeater-
50 Gallon Meat Pump Hybrid 2.9 Efficiency Duct
Leakage Test Required FAN/
FAN- TOTAL LIGHT
Cd—NTRACT PLAN
NAME TONNAGE SEER COMBO PRICE NOTES Biscayne
Bay Opt Bonus
3.0/1.5 14.00/14.00 5/0 8,232.00 Biscayne
Bay Opt Guest
Suite 3.5/1.5 14.00/14.00 5/0 8,477.00 Biscayne
Bay Opt Study
3.
5/1.5 14.00/14.00 4/0 8,380.00 Bonita
Springs Opt Sitting
Rm 3.
5 14.00 3/0 4,222.00 Version
11 Version
11 Opt Sitting Bonita
Springs Version
11 Opt Bonus 3.5 14.00 3/0 6,487.00 includes
2-Zone Trol
A Temp Added
plan Added
pian 9/
6/16 ovC
pc,
m,/^c"v.x^ a.,
mxaov`` w.
n o.