HomeMy WebLinkAbout3960 Night Heron Dr 18-3577; NSFHCOUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100007
BUILDING APPLICATIONN 18-10000758
DATE: August 30, 2018
cfBUILDINGPERMITNUMBER: 18-10000758
UNIT ADDRESS: NIGHT HERON DRIVE 3960 17-20-31-502-0000-0700
TRAFFIC ZONE:022 JURISDICTION- 3 CIL
SEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: PARK SQUARE ENTERPRISES LLC
ADDRESS: 5200 VINELAND ROAD STE 100 ORLANDO FL 32811
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 3960 NIGHT HERON DRIVE / WYNDHAM
PRESERVE/--------------------------------------------------------------------------------
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE
ROADS-ARTERIALS CO -WIDE ORD
Single Family Housing 705.00 1.000 dwl unit 705.00ROADS -COLLECTORS N/A
Single Family Housing .00 1.000 dwl unit 00FIRERESCUEN/A
00
LIBRARY CO -WIDE ORD
Single Family Housing 54.00
SCHOOLS
1.000 dwl unit 54.00CO -WIDE ORD
Family Housing 9,000.00 1.000 dwl unit 9,000.00
PARKS N/A
00LAWENFORCEN/A
00
DRAINAGE N/A
00
AMOUNT DUE 9,759.00
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE
SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR
DAYS OF THE DATE ABOVE BUT NO LATER THAN
CERTIFICATE OF 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 SANFORDBUILDINGDEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
V]
y
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
ISSUED WITHIN
IS NO LONGER VALID IF A BUILDING PERMIT IS NOT
60 CALENDAR DAYS FROM THE DATE ABOVE 1
1
1
Grant Maloyy Clerk Of The Circuit Court & Comptroller Seminole County, FL
Inst #2018066521 Book:9196 Page:1117; (1 PAGES) RCD: 8/21/2018 3:08:46 PM
REC FEE $10.00
Parcel ID Number: 17-20-31-502-0000-0Z0 0
Prepared By Daphne Clark
and Park Square Homes
Return To : 5200 Vineland Road, Suite 200
Orlando, FI 32811
NOTICE OF COMMENCEMENT.
State Florida. lCountyofSeminole. Permit Number
CERTIFY r GRA" i '•• • -_
CLER OF THE IR COURf
AN COMP )
SE C N f, F RI
By DEPUTY CLERK
Oate
r
The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713,
v lorida Statutes, the following information is provided in this Notice of Commencement.
VV''
1. Description of Property: LOT"10 Legal
Description: WYNDHAM PRESERVE, according to the plat thereof, as recorded in Plat Book 81, Page
93-10A2,of the public records of Seminole County, Florida. Address :
3q b 1V i / I _(': , Sanford F132773 2.
General Description of Improvements: New Single Family Home 3.
Owner Information : Name Park Square Enterprises LLC Address
5200 Vineland Road, Suite 200, Orlando, F132811 Telephone (
407) 529-3000 4.
Fee Simple Title Holder: N.A. 5.
Contractor Name and Address: Name Park Square Homes Address
5200 Vineland Road, Suite 200, Orlando, FI 32811 Telephone (
407) 529-3000 6.
Surety: N.A. 7.
Lender: Name Fifth Third Bank Address .
5050 Kingsley Dr. MD: 1MOCIIJ Cincinnati, OH 45227 8.
Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides
by 713.13(1)(a)7., Florida Statutes: N.A 9.
In addition to himself, Owner designates the following to receive a copy of theLienor's Notice as provided in 713.13(1)(b), Florida
Statutes. N.A. 10.
Expiration date of notice of commencement: One year from the date of recording. WARNING
TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER
PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.
IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE
OF COMMENCEMENT. 11.
Date Signed : 8 a l $ Signature of Owner's Agent: Vishaal
Gu to Executive
Vice President, Park Square Enterprises LLC Sworn
to and subscribed before me this day by Vishaal Gupta who is personally known to me and did not produce ID. CLARK
Notary
Public .P`.„•4rh O.ISStONa MYCpgyI2008DaphneClark ,r *
NV. 2019 EXPIRES My commissionexpires:
6/27/19 ,r eonMa Serial No.
FF209108
Notary Signature: otary seal:
T +- Z'
AUG 21 49
CITY OF
S ORD _ Building & Fire Prevention Division
PERMIT APPLICATION
FIRE DEPARTMENT Application No: 1 S-35 -73 Documented
Construction Value: Sp" 201 do Job
Address: 3960 Night Heron Dr., Sanford, FI 32773 Historic District: Yes Noa Parcel
ID: 17-20-31-502-0000-0700 Residentiala Commercial Type
of Work: New Addition Alteration Repair Demo Change of Use Move Description
of Work: NEW SINGLE FAMILY HOME WYNDHAM
PRESERVE LOT # 70 Plan
Review Contact Person: ANTHONY PERROTTI Title: Account Manager Phone:
407-592-4187 Fax: Email: Anthony@PermitsPermitsPermits.com CONTACT***
ProaOwnerInformationPropertyonAnthonyPerrottiName
Park Square Enterprises LLC Phone: 407-592-4187 Street:
5200 Vineland Rd STE 100 City,
State Zip: Orlando FL 32811 Resident
of property? : Contractor
Information Name
VISHAAL S GUPTA - PARK SQUARE HOMES Street:
5200 Vineland Rd STE 100 City,
State Zip: Name:
Street:
City,
St, Zip: _ Orlando
FL 32811 Bonding
Company: N/A Address:
Phone:
407-5293100 Fax:
State
License No.: CRC1330351 Architect/
Engineer Information Phone:
Fax:
E-
mail: Mortgage
Lender: N/A Address:
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced
prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in
this jurisdiction. 1 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: 6t° Edition (2017) Florida Building Code Revised:
January I, 2018 Permit Application
t
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 ofthe property ofthe 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 ofthe 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.
1 1%
Signature of er/Agent I Date
VISHAAL S GUPTA
Print Owner/Agent's Name
Signature of 1Notary-State of Florida to
ota/,,, Anthony J. Perrotli
Commission f GG149722
Expires: October 23, 2021
Gpnded thru Aaron Notary
Owner/Agent is YES Personally Known to Me or
Produced ID N/A Type of ID
u, ' aI I I
Signature of Contractor/Agent I DateJ
VISHAAL S GUPTA
Print Contractor/Agent's Name
Signature of Notary- of Flon a
y„d,,,, Anthony J. Pevruw
yo-- Commission i 6G149722
OCto(
Nolaty
2021
Bonded thru
Contractor/A'@ is YES Personally Known to Me or
Produced ID N/A Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building g Electrical 2r Mechanical Eal' Plumbing[r Gas Roof
Construction Type: V b Occupancy Use: Q.3 Flood Zone: X— 5Et
AcracHc'D
Total Sq Ft of Bldg: o%4 Min. Occupancy Load: t # of Stories: 2-
New Construction: Electric - # of Amps 2)0 Plumbing - # of Fixtures 2-A
Fire Sprinkler Permit: Yes No [2r # of Heads Fire Alarm Permit: Yes No 0
APPROVALS: ZONING: UTILITIES: WASTE WATER:
ENGINEERING:6-Z3-1$ FIRE:
COMMENTS: Ok to construct single family home
with setbacks and impervious area
shown on plan. 32-S'/• `"p.
23a12 ayrekom-At &L
BUILDING: $0 t4'/4- i8
Revised: January I, 2018 Permit Application
WAdMM.
CITY OF
AIIG 2 1 18 1.-t; ; - .
kA j
T O.Building &Fire Prevention Division
PERMIT APPLICATION
FIRE DEPARTMENT pApplicationNo: i D' %
Documented Construction Value: S 195,453.00
Job Address: 3960 Night Heron Dr., Sanford, FI 32773 Historic District: Yes Noa
Parcel ID: 17-20-31-502-0000-0700 Residential Commercial
Type of Work: New Addition[--] Alteration Repair Demo Change of Use[] Move
Description of Work: NEW SINGLE FAMILY HOME
WYNDHAM PRESERVE LOT # 70
Plan Review Contact Person: ANTHONY PERROTTI Title: Account Manager
Phone: 407-592-4187 Fax: Email: Anthony@PermitsPermitsPermits.com
ProProperty OInformation * * *CONTACT P
ywner on Anthony Perrotli Name
Park Square Enterprises LLC Phone: 407-592-4187 Ant
Street:
5200 Vineland Rd STE 100 Resident of property? City,
State Zip: Orlando FL 32811 Contractor
Information Name
VISHAAL S GUPTA - PARK SQUARE HOMES Phone: 407-5293100 Street:
5200 Vineland Rd STE 100 City,
State Zip: Name:
Street:
City,
St, Zip: Orlando
FL 32811 Bonding
Company: N/A Fax:
State
License No.: CRC1330351 Architect/
Engineer Information Phone:
Fax:
E-
mail: Mortgage
Lender: N/A Address:
Address: WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced
prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in
this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces,
boilers, heaters, tanks, and air conditioners, etc. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 616 Edition (2017) Florida Building Code Revised:
January 1, 2018 Permit Application
NOTICE: 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 permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies.
Acceptance ofpermit is verification that I will notify the owner of the property ofthe requirements ofFlorida Lien Law, FS 713.
The City ofSanford 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.
Signature of vner/Agent Date
VISHAAL S GUPTA
Print Owner/Agent's Name
Signature ofNotary tate of Florida to
ot' = Anthony
0 GG1J.
49 otuC722
Expires: October
23, 2021 Bonded that
Aston Notary Ow Agent
is YES Personally Known to Me or Produced ID
N/A Type of ID JA4/-,' ai
Signature of
Contractor/AgentI Dat VISHAAL S
GUPTA Print Contractor/
Agent's Name Signature of
Notary- ofFlon at¢,,,, Anthony
J. Pe fhM P!o:
CommissionI 6GI49722 23,2021J." DO
Bond m
o oNotary
Contractor, CS (
Personally Known to Me or Produced ID
N/A Type of ID BELOW IS
FOR OFFICE USE ONLY Permits Required:
Building Electrical Mechanical Plumbing Gas[] Roof Construction Type:
Occupancy Use: Total Sq
Ft of Bldg: Flood Zone:
Min. Occupancy
Load: # of Stories: New Construction:
Electric - # of Amps Fire Sprinkler
Permit: Yes No # of Heads Plumbing - # of
Fixtures Fire Alarm
Permit: Yes No APPROVALS: ZONING:
UTILITIES: `r WASTE WATER: ENGINEERING: COMMENTS:
FIRE:
BUILDING:
Revised: January
1.2018 Permit Application
DESCRIPTION AS FURNISHED: Lot 70, WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 9.3
through 102 of the Public Records of Seminole County, Florida.
PLOT PLAN FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation);
Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title
Insurance Fund; Bank of America
REMAINDER OF LOT 6
PALMER'S SUBDIVISION
PLAT BOOK 2, PAGE 41
S 00°18'02" E
60.00'
10' FENCE rMT. — _I —
28.78' 28.78'
LOT 70
15.00' 16.0
LANAI
15.00' 16.0'
LOT 71
co
9
LIGHT POLE PER
DRAINAGE PLANS'
SETBACKS AS FURNISHED
FRONT - 25'(4) —
REAR = 20'
SIDE a 5' (40' LOT)
7.5' (60' LOT)
10' (75' LOT)
SIDE STREET = 25' (60' Cc 75' LOT)
15' (40' LOT)
25' FRONT SETBACK CAN BE REDUCED
TO 20' ON CERTAIN LOTS. NO MORE THAN
2) IN SUCCESSION AT 20' AND A MINIMUM
OF (2) IN SUCCESSION AT 25'
PROPOSED = FINSHED SPOT GRADE ELEVATIONS
PER DRAINAGE PLANS G
v— = PROPOSED DRAINAGE FLOW c,rQpc,E
LOT GRADING TYPE A MOD 0
PROPOSED F.F. PER PLANS = 23 4' Q
In
28.79'
I
I
I
14.0' I5.001
I
I
I
o I
PROPOSED RESIDENCE v I H
2392—BARCELONA—A 41
2 CAR GARAGE LEFT I J
3.0'x4.O'
11.00' AC
15.00' 22.0'
1s' —
c ^^
DRIVE
I
I
COV'D.
ENTRY I
8.0' 15.001
cV IO
N -- 15.001
x 1
I
I
I
I
5.20'
1 10' UTIL. ESMT. I
1s' --1
5' CONC. WALK
S 00°1657" E
60.00 ,
NIGHT HERON DRIVE
50' PRIVATE R/W) TRACT I
1
to
LOT 69
PLOT PLAN DAILY
PLOT PLAN AREA CALCULATIONS NOT A SURVEY
TOTAL LOT AREA 7,139 t SQUARE FEET
FLATWORK ON/OFF LOT = TOTAL t SQUARE FEET FLATWORK
DRIVE 403/ I10— 513 t SQUARE FEET FOUNDATION/PAD 1,641 f SQUARE FEET
WALKS 691300= 369 t SQUARE FEET REAR PATIO 117 t SQUARE FEET
FRONT PORCH DECK 99 t SOUARC rEEr
SOD 4,7991 250 - 5,049 t SQUARE FEET POOL DECK N/A k SOUAR£ FEET
NOTE FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT • NOT FIELD VERIFIED •
CRUSIEYVHE'YE'R-SCOTT ASSOC., INC. - LAXD SURTILTYORNS
LEGCND - LEGEND -
5400 E. COLONIAL DR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436PPLATPAL. POINT ON LINE NOTES.' •. •- . • FIP. FIELDIRONPIP[
IRUN ROD TYRPRE. PC,C. rNICALPOINTOF REVERSE CURVATUR[
POINT OF CCB OUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERRFY TINT fl115 SI/RVEY MEETS ME STANDARDS OF PRACTICE SET FORM BY FINE FLORIN BOARD Or
CR. N. CONCRETE 431a1NENT RAIL RADIAL PROFE5510NA1. SL4i'IL'TORS AFIO MAPPERS W CHAPTER 5J-17 FLORIDA ADMINISTRAME CODE PURSUWI TO SECTION 472.027. rtORIOA SIAIV"
SET La. 1/2' IR •/ILB 4596 NA NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIOOML R41SEO SEAL THIS SURVEY MAP OR COMES ARC NOT VAUD.
REC. RECOVERCD VP. VtTNC= POINT 1 THIS SURVEY WAS PREPARED FROM TILE 94FORL4TION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS
PAA POINT BF BEGINNING CALF CALCULATED OR EASEMENTS 11NT ,WELT no PROPERIY.
P.O.C. POINT OF COKNCHCEKENT IRNL PERMANENT REFERENCE NONUNCHT 4, NO UNDERGROUND MORO-XVVIIS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. L ff. A.M.L FMLOIMGISNI D FLOOR ELEVATION
BUILDING SETBACK LINE 5 I'OS SURiAy K PREPARED FOP ME SOLE BEHEMT OF MOSS CERMED TO AND SHOULD NOT BE REUED UPON BY ANY OINER FN10Y.
NADa/v NAIL L DISY. Att. 4 DISKAtt.
A.M. BENCHMARK 6. DIMENSIONS SHOWN FOR ME LOGTION Of MPROVELNEMS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LMCS.
ESMT. CASEMENT I.D. EASE REARING 7. SWINCS. ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.S.)
DRAIN. DRAINAGE B. ELEVATIONS SHOWIFSHOARE BASED ON 94TKML GEODETIC VMCU. DARN OF 1929. UNLESS OTHERWISE NOTEDUTIL. CLfE
UTILITY CHAINLIMYfENCC 9. CERNTCIIE OF AURMRI)ATpN Nw 4596. VOFC
v000 FENCE C/
B CONCRETE OLOCK SC4LE I— 1" 20 —ti DRAWN Bn ••• P.
C. P.T POINT OF CURVATURE POINT
OF TANGENCY CERT(nED Bti• GATE ORDER No IE
c. RDCsCRIPI aN RADIUS
PLOT PLAN 08-10-2018 9190- N8 L
AK LENNGTI, p
DELTA C
C.R. CHORD a,ORO REARING NORTH THIS
BUILDING\PROPERTY DOES NOl LIE WITHIN - -- •- - • 1HE
ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM* i X. RUSEN EVER, R.L.S. / 4714 2ONF
J' MAP / 12117CO090 F (09-28-07) SCO . R.L.S 1 4801
REQUIRED INSPECTION SEQUENCE
PARK SQUARE HOMES SFR-DETACHED
Permit 4
BUILDING PERMIT
Min Max Inspection Description
10 Form board / Foundation Survey
10 Slab / Mono Slab Pre our
20 Lintel / Tie Beam / Fill / Down Cell
30 Sheathing — Walls
30 Sheathing — Roof
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:
wtih i.ln,:• ..,. ,^.IyG, .: * - _'},. ].c, .'r• r'i l„ - °:4i: tyt;i:1
ELECTRICALPER IVIIT.; . •::` ':-:- .:':: :. _ - .;:. _
Min Max Inspection Description
10 Underground Electric
10 Footer / Slab Steel Bond
20 30 Temporary Underground Power (TUG)
30 Electric Rough
1000 Electric Final
tlp i i B'1 FtI
Min Max
S t` r`.z a
Inspection Description
10 Plumbing Underground
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
yr .a p .n: ;u.. -4-ray.,
ECH__A_NI_ .AL
t •;_:v tif" _ - :; y:n`.i' .nx.: '' ':%
i<=`t{^':,: F 'i;c`:
Min Max Inspection Description
10 Mechanical Rough
1000 Mechanical Final
REVISED: June 2014
CITY OF
S..k 4FORD
PLANNING & DEVELOPMENT
SERVICES DEPARTMENT
Flood Zone Determination Request Form
Name: Daphne Clark Firm: Park Square Homes
Address: 5200 Vineland Road, Suite 200
City: Orlando State: FL Zip Code: 32811
Phone: 407-257-6940 Fax: Email: parksquare@permitspermitspermits.com
Property Address: 3960 Night Heron Drive
Property Owner: Park Square Enterprises, LLC
Parcel identification Number: 1 7-20-31-502-0000-0700
Phone Number: 407-529-3000 Email:
The reason for the flood plain determination is:
Q New structure Existing Structure (pre-2007 FIRM adoption)
Expansion/Addition Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360)
O,FCI L SE ON Y
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:
The parcel is in the: floodplain floodway
A portion of the parcel is in the: floodplain floodway
The parcel is not in the: floodplain floodway
The structure is in the: floodplain floodway
The structure is not in the: floodplain floodway
If the subject property is determined to be flood zone `A', the best available information used to
determine the base flood elevation is:
BP# 18-3577
Reviewed by: Michael Cash, CFM Date: August 23, 2018
0 CITY OF Application for Right -of -Way
SWORD Utilization Permit
PLANNING & DEVELOPMENT 300 North Park Avenue, Sanford, Florida 32771
SERVICES DEPARTMENT Phone: 407.688.5140 Fax: 407.688.5141
This permit authorizes work done In the City of Sanford's right-of-way in accordance with the City's regulations and the attached
construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested
information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right-of-way and
use shall be provided or application could be delayed.
Project Location/Address:
Aerial Installation
Underground Utilities
Small Cell/Wireless
Q Other (describe):
Dr.
Direc tonal Bore Jack & Bore
D Roadway open cut -single lane Roadway open cut —multi lane
Co -location New pole
Brief Description of work: DRIVEWAY FOR NEW SINGLE FAMILY HOME
WYNDHAM PRESERVE LOT # O
Schedule of Work: Start Date: Completion Date:
O Emergency Repairs - Reason:
Excavation Information: Total length Feet) # Open Roadway Cuts:
Aerial Info: Length (Feet) # of Poles (Existing) (New)
This Application is submi ed
Signature: 'Print Name: VISHAAL S GUPTA
Firm/Company: VISHAAL S GUPTA - PARK SQUARE HOMES Date: 8
Address: 5200 Vineland Rd., STE 100, Orlando FL 32811
Phone: 407-257-6940 Fax: Email: Parksquare@PerrnitsPermitsPermits.com
Notice: It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City of Sanfo rd's
jurisdiction, and the right, title, or interest in the land to be entered and used by the permitee. The permitee shall at all times assure all
risks and indemnify, defend, save harmless the City of Sanford and the Sanford Airport Authority from and against all loss, cost, damage,
or expense, arising In any manner, on account of the permit request by said permittee of the aforesaid rights and privileges. 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. The applicant must notify the City 48 hours prior to construction and
again when construction Is completed via the following email address: mlchael.cash Osanfordfl.aov
Application No: Fee: Date:
Reviewed:
Public Works
Utilities
Engineering KAJJ5;qk,6A
Inspected By:
Conditions':
Date:
Date:
Date:
Date:
SCPA Parcel View: 17-20-31-502-0000-0700 http://pareeldetaii.scpafl.org/ParceiDetaillnfo.aspx?PID=1720315020... Propedy Record Card
Parcel: 17-20-
31-502-0000-0700 ss..+asoou m
ncrox Property Address: 3960 NIGHT HERON DR SANFORD. FL 32773 Parcel Information Legal
Description ILOT
70 WYNDHAM
PRESERVE PB81 PGS
93-102 Value Summary 2018
Working 2017
Certified Values Values Valuation
Method Cost/
Market CostlMarket Number of Buildings
10 0 Depreciated Bldg Value
Depreciated EXFT Value
Land Value (Market)
51,000 14.000 Land Value Ag
JustlMarket Value •• 51.
000 14.000 Portabildy Adj Save
Our Homes
Adj SO 0 Amendment 1 Adj
0 1 $0 P&G Adj
0 i $0 Assessed value 1
E91,000 14.000 Tax Amount without
SOH: $266.58 2017 Tax Bill
Amount $266.58 Tax Estimator Save
Our Homes
Savings: $0.00 Does NOT INCLUDE
Non Ad Valorem Assessments Taxes jTaxing Authority
Assessment
Value Exempt Values Taxable Value County General Fund
51.000 0 51.000 Schools 51,000
0 51,000 City Sanford 51.
000 0 511,000 SJWM(Saint Johns
Water Management) 51,000 0 51.000 County Bonds 61,
000 0 s51,000 Sales- ---- - - - - - --- ------ - -- - - - - - - - Description Date
Book
Page Amount Qualified Vactimp No Sales Find
Compareple Sales
Method Frontage Depth
Units Units Price Land Value LOT 0.00
0.00 1 $51,000.00 $51.000 Building Information Permits
Permit # Description
Agency
Amount CO Data Permit Date I I of 2
8/ 10/2018, 10:34 AM
SCPA Parcel View: 17-20-31-502-0000-0700 http://parceidetaii.scpafl.org/ParceiDetailinfo.aspx?PID=1720315020...
1. .
No Permits
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Extra Features
Description Year Built Units Value New Coat
No Extra Features
2 of 2 8/10/2018, 10:34 AM
LIMITED POWER OF ATTORNEY
DATE: O
I HEREBY NAME AND APPOINT:
Alison Perrotti, Anthony Perrotti, Janey Jahner, Allan Jahner, Gustav Botes, KarenMcAdams,
EACH AN AGENT OF: PARK SQUARE HOMES
TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO
THE BUILDING DEPARTMENT OF:
FOR A BUILDING PERMIT FOR WORK TO BE PERFORMED AT
LOT NUMBER: `7V SUBDMSION:
CV 4fh7'_ ADDRESS:
3 PARCEL
ID: 00 AND
TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO
THIS APPOINTMENT. VISHAAL
S GUPTA NAME
OFF CONTRACTOR.) t"-
SIGNATURE
OF CONTRACTOR.) STATE
CERT. # CRC1330351 CONTRACTOR'
S STATE REGISTRATION NUMBER. The
foregoing instrume was a Irlowledged before me this: DATE:
61 I 1 g BY:
VISHAAL S GUPTA Who is personally known to me and did not take an oath. STATE
OF FLORIDA COUNTY
OF ORANGE. a
Ott NAME: D.A.Clark ;S*0,2tNLg My
Commission # FF209108 p`•"'• * p AESN tl My
Commission Expires 6R7/19 * wow, NOTARY:
SIGNATURE OF NOTARY: NMMkO6&
RECORD COPY
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot 070 Barcelona A LHG - E Builder Name: gulp%y
Street: 3960 Night Heron Drive Permit Office: 1 y if S ford C
ANPoRCity, State, Zip: Sanford , FL, Permit Number: 1 - 3 5
Owner: Park Square Homes Jurisdiction: 691500 O O
Design Location: FL, Orlando County: Seminole (Florida Climate Zone 2) °;1 EN
1. New construction or existing New (From Plans) 9. Wall Types (2911.7 sgft.) Insulation Area
2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1521.00 112
b. Concrete Block - In( Insul, Exterior R=4.1 1185.30 ft2
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=1 1.0 205.33 ft2
4. Number of Bedrooms 4 d. N/A R= ft2
5. Is this a worst case? No 10. Ceiling Types (1483.0 sqft.) Insulation Area
a. Under Attic (Vented) R=30.0 1483.00 ft2
6. Conditioned floor area above grade (ft2) 2413 b. N/A R= ft2
Conditioned floor area below grade (ft2) 0 c. N/A R= ft2
11. Ducts R ft2
7. Windows(304.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 482.6
a. U-Factor: Dbl, U=0.55 195.00 ft2
SHGC: SHGC=0.22
b. U-Factor: Dbl, U=0.58 64.00 ft2 12. Cooling systems kStu/hr Efficiency
SHGC: SHGC=0.25 a. Central Unit 47.0 SEER:16.00
c. U-Factor: Dbl, U=0.54 45.00 ft2
SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency
d. U-Factor: N/A ft2 a. Electric Heat Pump 45.5 HSPF:9.00
SHGC:
Area Weighted Average Overhang Depth: 2.425 ft.
Area Weighted Average SHGC: 0.231 14. Hot water systems
8. Floor Types (2473.0 sgft.) Insulation Area
a. Electric Cap: 50 gallons
a. Slab -On -Grade Edge Insulation R=0.0 1186.00 ft2 b. Conservation features
EF: 0.900
b. Floor Over Other Space R=0.0 930.00 ft2 None
c. other (see details) R= 297.00 ft2 15. Credits Pstat
Total Proposed Modified Loads: 69.60Glass/Floor Area: 0.126 PASSTotalBaselineLoads: 73.98
1 hereby certify that the plans and specifications covered by Review of the plans and STg7
this calculation are in compliance with the Florida Energy specifications covered by this
O
HE
Code. Digitally signed by8ojan calculation indicates compliance
Bo an PaukovicPaowDate2018.08.1710:45:40 with the Florida Energy Code. to„t •.".•, •;= = .'-'
a.•,",„
O
PREPARED BY: Before construction is completed
DATE: this building will be inspected for t9 a
compliance with Section 553.908
I hereby certify that this buildin , as design In comp ' nce Florida Statutes.
with the Florida Ener e. G'Op WE
OWNER/Ar,F BUILDING OFFICIAL:
DATE: DATE:
Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed in accordance with R403.3.2.1.
Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an
envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2).
Compliance with a proposed duct leakage an requires a Duct Leakage Test Report confirming duct leakage to outdoors,
tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 an for whole house.
8/17/2018 10:37 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 1 of 5
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
PROJECT
Title: Lot 070 Barcelona A LHG - E Bedrooms: 4 Address Type: Lot Information
Building Type: User Conditioned Area: 2413 Lot # 70
Owner Name: Park Square Homes Total Stories: 2 Block/Subdivision: WYNDHAM PRESERV
of Units: 1 Worst Case: No PlatBook:
Builder Name: Rotate Angle: 315 Street: 3960 Night Heron Drive
Permit Office: City of Sanford Cross Ventilation: No County: Seminole
Jurisdiction: 691500 t Whole House Fan: No City, State, Zip: Sanford ,
Family Type: Single-family FL,
New/Existing: New (From Plans)
Comment:
CLIMATE
Design Temp Int Design Temp Heating Design Daily Temp
Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range
FL, Orlando FL_ORLANDO INTL_AR 41 91 70 75 526 44 Medium
BLOCKS
Number Name Area Volume
1 Blockl 2413 22072.8
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 1st Floor 1186 11029.8 Yes 1 1 1 Yes Yes Yes
2 2nd Floor 1227 11043 No 4 3 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Raised Floor 2nd Floor ---- ---_ 131 ft2 11 0.29 0 0.71
2 Floor over Garage 2nd Floor ---- ---- 166 ft2 11 0.29 0 0.71
3 Slab -On -Grade Edge Insulatio 1 st Floor 127 ft 0 1186 ft2 0.29 0 0.71
a Floor Over Other Space 2nd Floor ---- ---- 930 ft2 0 0.29 0 0.71
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
Type Materials Area Area Color Absor. Tested Tested Insul. deg)
1 Hip Composition shingles 1659 ft2 0 ft2 Dark 0.9 N 0.9 No 0 26.6
ATTIC
V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1483 ft2 N N
8/17/2018 10:37 AM EnergyGaugeO USA Section R405:4.1 Compliant Software' Page 2 of 5
IT,I1i11IMIETiiI LTXJ;Yt4i.IX4I3NR-A&.14ld AI
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Under Attic (Vented) 1 st Floor 30 Blown 1483 ft2 0.1 Wood
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar BelowSpace
1 NE=>N Exterior Frame - Wood 2nd Floor 11 54 6 9 0 490.5 ft2 0 0.25 0.8 0
2 NE=>N Exterior Concrete Block - Int Insul 1st Floor 4.1 44 6 9 4 415.3 ft2 0 0 0.8 0
3 SE=>E Exterior Frame - Wood 2nd Floor 11 . 30 0 9 0 270.0 ft2 0 0.25 0.8 0
4 SE=>E Exterior Concrete Block - Int Insul 1st Floor 4.1 8 0 9 4 74.7 ft2 0 0 0.8 0
5 SW=>S Exterior Frame - Wood 2nd Floor 11 54 6 9 0 490.5 ft2 0 0.25 0.8 0
6 SW=>S Exterior Concrete Block - Int Insul 1st Floor 4.1 44 6 9 4 415.3 ft2 0 0 0.8 0
7 NW=>W Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270.0 ft2 0 0.25 0.8 0
8 NW=>W Exterior Concrete Block - Int Insul 1st Floor 4.1 30 0 9 4 280.0 1`112 0 0 0.8 0
9 W Garage Frame - Wood 1st Floor 11 22 0 9 4 205.3 ft2 0 0.25 0.8 0
DOORS
Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 SE=>E Insulated 1st Floor None 4 3 8 24 ft2
2 -=>W Wood 1st Floor None 46 2 8 8 21.3 ft2
WINDOWS
Orientation shown is the entered orientation => changed to As Built rotated 315 degrees).
Wall Overhang
Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area. Depth Separation Int Shade Screening
1 ne=>N 1 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds None
2 ne=>N 1 Metal Low-E Double Yes 0.54 0.25 N 6.0 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds None
3 ne=>N 1 Metal Low-E Double Yes 0.54 0.25 N 15.0 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds None
4 ne=>N 2 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None
5 ne=>N 2 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 8 ft 0 in 1 ft 4 in Drapes/blinds None
6 se=>E 3 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds None
7 se=>E 3 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds None
8 se=>E 3 Metal Low-E Double Yes 0.54 0.25 N 12.0 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds None
9 sw=>S 5 Metal Low-E Double Yes 0.55 0.22 N 45.0 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds None
10 sw=>S 6 Metal Low-E Double Yes 0.55 0.22 N 45.0 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None
11 sw=>S 6 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None
12 nw=>W 7 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds None
13 nw=>W 8 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 1 ft 0 in 1 114 in Drapes/blinds None
14 NW=>W 8 Metal Low-E Double Yes 0.58 0.25 N 64.0 ft2 7 ft 4 in 1 ft 4 in None None
8/17/2018 10:37 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 3 of 5
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 455 ftz 455 ftz 64 It 9.3 ft 1
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) 000407 2575.2 141.37 265.87 .3778 7
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump/ Split HSPF:9 45.5 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit/ Split SEER: 16 47 kBtu/hr 1410 cfm 0.75 1 sys#1
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Garage 0.9 50 gal 70 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC
Cert # Company Name
Collector Storage
System Model # Collector Model # Area Volume FEF
None None ftz
DUCTS
V #
Supply ----
Location R-Value Area
Return ---- Air CFM 25 CFM25
Location Area Leakage Type Handler TOT OUT ON RLF
HVAC #
Heat Cool
1 Attic 6 482.6 It Attic 120.65 Prop. Leak Free 2nd Floor --- cfm 72.4 cfm 0.03 0.50 1 1
8/17/2018 10:37 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 4 of 5
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
Cooling[ Jan [
Heatin[X} Jan [X}
Feb
Feb
Mar
X] Mar
Apr
Apr MayMay
Jun
Jun
Jul
Jul
AugX
Au[
Se
Sep j Oct
Oct
Nov
Nov
Dec
Dec
Venting[ ]Jan [ Feb X] Mar Apr l May Jun Jul Aug J Se X] Oct Nov Dec
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 78 78 78 78 78 78 78 78 78 78
Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 ' 78
Heating (W D) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
MASS
Mass Type Area Thickness Furniture Fraction Space
Default(8 Ibs/sq.ft. 0 ft2 0 ft 0.3 1st Floor
Default 8 Ibs/s .ft. 0 ft2 0 ft 0.3 2nd Floor
Name: Test Rater Signature:
Rating Compant: Test Rater Date:
8/17/2018 10:37 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 5 of 5
Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
ADDRESS: 3960 Night Heron Drive Permit Number:
Sanford , FL ,
MANDATORY REQUIREMENTS See individual code sections for full details.
115 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.
DR402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.4.1 through R402.4.5.
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402.5.
R402.4.1 Building thermal enveloW 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 lation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance
with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required
by the code official, an approved third party shall inspect all components and verify compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either
individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i) or
an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or
other infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended
infiltration control measures.
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where
using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the
fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
R402.4.3 Fenestration air Ieakage.Windows, 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 Us/m2), when tested according to NFRC 400 or
AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
8/17/2018 10:38 AM EnergyGaugeO USA - FBC 6th Edition (2017) Compliant Software Page 1 of 5
MANDATORY REQUIREMENTS - (Continued)
R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to
open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or
enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements
of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be
fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it
passes through conditioned space to a minimum of R-8.
Exceptions:
1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential.
R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
R403.1 controls.
SECTION R403 SYSTEMS
R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section
C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or
7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in
accordance with Section R403.3.3.
R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent
of the design airflow rate when tested in accordance with ASHRAE 193.
R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the
manufacturer's air handler enclosure if installed at the time of the test. All registers shall -be taped -or otherwise sealed during the test.
Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the
entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the
test.
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C)
or below 55°F (13°C) shall be insulated to a minimum of R-3.
R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that
caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause
degradation of the material. Adhesive tape shall not be permitted.
R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in
accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2.
Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible.
R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return
pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited.
Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the
occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and
when there is no demand for hot water.
R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or Ul- 515. Controls for such systems
shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance
with the times when heated water is used in the occupancy.
8/17/2018 10:38 AM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software 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 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage tank.
R403.5.6 Water heater efficiencies (Mandatory).
R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature
setting range shall be from 100°F to 140°F (38"C to 604C).
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 staled requirements for the appropriate
water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1.
R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar
water -heating systems should meet the following criteria:
1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating.
R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor.
R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation
shall meet the following criteria:
1. The design au change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas.
3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10
otherwise.
R403.7 Heating and cooling equipment (Mandatory).
R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and
indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that
affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such
as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency
rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed.
TABLE R403.6.1
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATION AIRFLOW RATE MINIMUM
CFM)
MINIMUM EFFICACY a
CFM/WATT)
AIRFLOW RATE MAXIMU
CFM)
Range hoods Any 2.8 cfm/watt Any
In -line fan Any 2.8 cfm/watt Any
Bathroom, utility room 10 1.4 cfm/watt 90
Bathroom, utility room 90 2.8 cfm/watt Any
For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916
8/17/2018 10:38 AM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software 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 (10°C), and no
precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40"F (4.8"C).
R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403.10.1 through R403.10.5.
R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation
of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots.
R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule
shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on -site renewable generation.
R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at
the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered
energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required.
R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal
efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool
heaters fired by natural or LP gas shall not have continuously burning pilot lights.
8/17/2018 10:38 AM' EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software 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%he 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.
8/17/2018 10:38 AM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 5 of 5
2017 EPL DISPLAY CARD
ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 94
The lower the Energy Performance Index, the more efficient the home.
1. New home or, addition 1. New (From Plans) 12. Ducts, location 8 insulation level
a) Supply ducts R 6.0
2. Single-family or multiple -family 2. Sinole-family b) Return ducts R 6.0
c) AHU location Attic/Attic
3. No. of units (if multiple -family) 3. 1
4. Number of bedrooms 4. 4 13. Cooling system: Capacity 47.0
a) Split system SEER 16.0
5. Is this a worst case? (yes/no) 5. No b) Single package SEER
c) Ground/water source SEER/COP
6. Conditioned floor area (sq. ft.) 6. 2413 d) Room unit/PTAC EER
e) Other
7. Windows, type and area
a) U-factor: (weighted average) 7a. 0.555 b)
Solar Heat Gain Coefficient (SHGC) 7b. 0.231 14. Heating system: Capacity 45.5 c)
Area 7c. 304.0 a) Split system heat pump HSPF 9.0 b)
Single package heat pump HSPF 8.
Skylights c) Electric resistance COP a)
U-factor:(weighted average) 8a. NA d) Gas furnace, natural gas AFUE b)
Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG AFUE f)
Other 9.
Floor type, insulation level: a)
Slab -on -grade (R-value) 9a. 0.0 b)
Wood, raised (R-value) 9b. 11.0 15. Water heating system c)
Concrete, raised (R-value) 9c. a) Electric resistance EF 0.90 b)
Gas fired, natural gas EF 10.
Wall type and insulation: c) Gas fired, LPG EF A.
Exterior: d) Solar system with tank EF 1.
Wood frame (Insulation R-value) 10A1. 11.0 e) Dedicated heat pump with tank EF 2.
Masonry (Insulation R-value) 10A2. 4.1 f) Heat recovery unit HeatRec% B.
Adjacent: g) Other 1.
Wood frame (Insulation R-value) 10131. 11.0 2.
Masonry (Insulation R-value) 1082. 16.
HVAC credits claimed (Performance Method) 11.
Ceiling type and insulation level a) Ceiling fans a)
Under attic 11 a. 30.0 b) Cross ventilation No b)
Single assembly 11 b. c) Whole house fan No c)
Knee walls/skylight walls 11c. d) Multizone cooling credit d)
Radiant barrier installed 11 d. No e) Multizone heating credit f)
Programmable thermostat Yes Label
required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I
certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving
features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display
card will be completed based on in o e pliant features. / Builder
Signatur Date: O Address
of New Home: 3960 Night Heron Drive City/FL Zip: Sanford, FL 8/
17/2018 10:37:53 AM EnergyGauge® USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot 070 Barcelona A LHG - E Builder Name:
Street: 3960 Night Heron Drive Permit Office: City of Sanford
City, Slate, Zip: Sanford , FL, Permit Number: YU
Owner: Park Square Homes Jurisdiction: 691500 wx
Design Location: FL, Orlando v
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
J
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 comers and headers of frame walls
The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity
sealed. with a material having a thermal resistance of R-3
Knee walls shall be sealed. per inch minimum.
Exterior thermal envelope insulation for framed
walls shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/door jambs and framing, and
and doors skylights and framing shall be sealed.
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated.
Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to
including insulation. maintain permanent contact with the underside of
above -garage subfloor decking, or floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
floors) of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace
Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
Narrow cavities cavities shall be filled by insulation that on
installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spa s.
Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building
shall be sealed to the drywall. thermal envelope shall be air tight and IC rated.
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring
and plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
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
a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400.
8/17/2018 10:38 AM EnergyGauge® USA FBC 6th Edition (2017) Compliant Software Page 1 of 1
Project Summary Job: L070 Barcelona ALHG - E Wrightsofto
Date: 04/05/2018 Entire
House By. LF/U&MC One
Stop Cooling and Heating 7225
Sardscove Coot. Wirter Park FL 32792 Plnre: (407) 629.6920 Fax, (407) 629.9307 Web: wwwOreStopCoollrg oom Ucerw: CAC032444 Project• •
For:
Park Square Homes Sanford,
FL Design
Information Weather:
Orlando Executive AP, FL, US Winter
Design Conditions Summer Design Conditions Outside
db - 44 OF Outside db 93 OF Inside
db 68 OF Inside db 74 OF Design
TD 24 OF Design TD 19. OF Daily
range L Relative
humidity 50 % Moisture
difference 46 gr/Ib Heating
Summary Structure
20598 Btuh Ducts
3299 Btuh Central
vent (0 cfm) 0 Btuh none)
Humidification
0 Btuh Piping
0 Btuh Equipment
load 23898 Btuh Infiltration
Sensible
Cooling Equipment Load Sizing Structure
23219 Btuh 11230
3Btuh Central
vent (0 cfm) Btuh none)
Blower
0 Btuh Use
manufacturer's data n Rate/
swing multiplier 0.98 Equipment
sensible load 33624 Btuh Method
Simplified Latent Cooling Equipment Load Sizing ConstructionqualityAverageFireplaces
0 Structure 3489 Btuh Ducts
2317 Btuh Central
vent (0 cfm) 0 Btuh Heating
Cooling none) Area (
ft2) 2505 2505 Equipment latent load 5806 Btuh Volume (
ft3) 22898 22898 Air
changes/hour 0.41 0.21 Equiv.
A Equipment
Total Load (Sen+Lat) 39430 Btuh cfm)
156 80 Req. total capacity at 0.75 SHR 3.7 ton Heating
Equipment Summary Cooling Equipment Summary Make
Trane Make Trane Trade
TRANE Trade TRANE Model
4TWR60481-11 Cond 4TWR6048H1 AHRI
ref 7563627 Coil TEM6A0D48H41++TDR AHRI
ref 7563627 Efficiency
9 HSPF Efficiency 13.0 EER,16 SEER Heating
Input Sensible cooling 35250 Btuh Heating
output 45500 Btuh @ 47OF Latent cooling 11750 Btuh Temperature
rise 0 OF Total cooling 47000 Bluh Actual
air flow 0 cfm Actual air flow 1567 ctm Air
flow factor 0 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static
pressure 0.50 in H2O Static pressure 0.50 in H2O Space
thermostat Load sensible heat ratio 0.86 Capacity
balance point = 28 OF Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. wrights'
O t- Al=+ •^- ---- Rigt i-Sti"Uriversal 20 1818 0.19 RSU16877 2018-
ALg-1710a4 3 Page
1 40 ' :.Joop\TEMPPRIPfi1Lo1070 BarceloreA LHG - E.n 3 Calc - MJ8 Frort Door faces. E
F+ wrightsoft• Right-J® Worksheet
Entire House
One Stop Cooling and Heating
7225 Sardscove Court. Winter Park FL 32792 Phone, (407) 629 - 6920 Fax: (407) 629.9307 Web: wwwOneStopCoolirg.00m License: CAC032444
Job: Lot 070 Barcelona A LHG - E
Date: 04/OS/2018
By. LF/LM/MC
1 Roomname Enure House FOY
2
3
EVosed wall
Room height
296.0 ft
9.1 ft d
175 A
93 ft heaVbool
4
5
Room dimensions
Room area 25045 fF
1.0 x 168.0 ft
168.0 IF
Ty Condon
number
U-value
BtuhAF n
Or HTM
Btufm
Area (IF)
or perimeter (ft)
Load
BMA)
Area (119
or perimeter (ft)
Load
BWh)
Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool
6 1ql 1213.09N
4A5-2om
485-21m
0.097
0.550
0.540
ne
ne
ne
231
13.09
12.85
2.89
22.24
23.69
491
15
6
455
0
0
1049
196
77
1312
334
142
0
0
0
0
0
0
0
0
0
0
0
0
t t
I-----GGG 485.21m
13A-40cs
0.540
0.143
ne
ne
12.85
3.40
23.69
300
15
414
0
395
193
1344
355
1183
0
88
0
73
0
250
0
220
4A5-2om
4135.21m
128.Osv
0.550
0S40
0.097
ne
ne
se
13.09
12AS
231
2224
23.69
2.89
15
4
270
0
0
239
196
51
552
334
95
690
15
0
0
0
0
0
196
0
0
334
0
0l
C 4A5-2om
485-21m
0.550
0.540
Se
se
13.09
12.85
21.91
21.97
15
4
1
1
196
51
329
88
0
0
0
0
0
0
0
0
L(^ 485.21m
13A-flocs
11DO
12B-09N
4A5-2om
13A•40CS
4A5-tom
485.2hn
128.0sw
4A5-2om
13A-4as
0.540
0.143
0390
0.097
0.550
0143
0.550
0540
0.097
0.550
0.143
se
se
se
s+v
SN
svv
9,v
9N
r1w
nw
nw
1285
340
928
231
13.09
3.40
13.09
12S5
231
13.09
3.40
22.72
3.00
12.54
289
2191
3.00
22.70
2422
2.89
2224
3.00
12
74
24
491
45
414
45
4
270
30
279
2
50
24
446
4
365
0
0
240
0
185
154
172
223
1028
589
1242
589
51
554
393
630
273
151
301
1286
986
1093
1022
97
693
667
554
0
74
24
0
0
0
0
0
0
0
0
0
50
24
0
0
0
0
0
0
0
0
0
172
223
0
0
0
0
0
0
0
0
0
151
301
0
0
0
0
0
0
0
0
VN
L-O
y/
G
t-G
v
4A5.2om
4A5.2omd
0.550
0.580
nw
rrw
13.09
13.80
2224
27.82
30
64
0
0
393
883
667
1780
0
0
0
0
0
0
0
02
q 12C•Osw 0.091 2.17 t 57 205 183 397 288 0 0 0 0
0 11D0
1613-30ad
0390
0.032
n 928
0.76
1254
1.78
21
1489
21
1489
198
1134
267
2652
0
0
0
0
0
0
0
0C
F
F
19A-Obscp
19C•19cscp
0295
0049
2.64
0.40
2.06
032
132
166
132
166
348
67
272
52
0
0
0
0
0
0
0
0
F 22A-Ipm 1.180 28.08 0.00 1191 127 3567 0 168 18 491 0
e> c) AED muson 775 32
Er elope loseton 16518 18736 1332 973d612a) Infiltration 4080 1633 246 98
b) Room venulauon 0 0 0 0
13 hlemalgains: Ooapant@ 230 5 1150 0 0
Appliarloe5b01er 1700 0
Subblal (lines 6ID 13) 20598 23219 1577 1071
Lesexoemalload 0 0 0 0
Less Vander 0 0 0 0
Redstribuoon 0 0 1577 1071
14 Subbotal 20598 23219 0 0
15 Dualoads t6 48°/ 3299 11233 161% 489% 0 0
Total room load 23898 34451 0 0
Air required (dm) 0 1567 0 0
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
wr ghlsoft- ' 2018-Aug-17 10-3433
Flig11•SUteOUriversal 2018 18 0.19 RSU16877 Page 1
Jwp1TEMP PRIN1\Lot 070 BaroelonaA LHG - E.np Calc = MJ8 Front Ooor Naees:.E
F wrighttsoft' Right-JO Worksheet
Entire House
One Stop Cooling and Heating
7225 Sardsmve Coot, Winter Park FL 32792 Phone: (407) 629.6920 Fax: (407) 629 - 9307 Web: www.OreStopCoolirg corn License: CAC032444
Job: Lot 070 Barcelona ALHG - E
Date: 04/05/2016
By. LF/LM/MC
1 Room name LOFT ON
2 Enosedwall 160 ft 345 t
3 Room height 9.0 0 heal/a3d 93 ft heat/000l
4
5
Room dmensons
Room area
1.0 x 281.8 t
281.8 IF
14.0 x 13.0 It
1820 fF
Ty Construction U-value Or HTM Area
number BUMP•') BWh4F) or perimeter (ft)(Btuh) or perimeter M Bbih)
Heat Cool Gross N/P/S Heat Cod Gross WP/S Heat Cod
6 lql 0.
550
ne 2.
24
18 18 42 52 0 0 0 0
4AS2omA5.2o
485-21rn
0.550
0.540
ne
ne
3.013.09
1285
2224
23.69
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
4135-21m
13A-flocs
0 540
0.143
ne
ne
12.85
3.40
23.69
3.00
0
0
0
0
0
0
0
0
0
121
0
121
0
411
0
362V
4A5.2om
485-21m
0.550
0.540
ne
ne
13.09
12.85
2224
23.69
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0I-GG
1213-09w 0.097 se 231 2.89 0 0 0 0 0 0 0 0
4A5.2om
485-21m
0.550
0-540
se
so
13.09
12.85
21.91
21.97
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
485-21m 0.540 sa 12.85 22.72 0 0 0 0 0 0 0 0
t-0
13A-flocs
1100
0.143
0.390
se
se
3.40
928
3.00
12.54
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1q!
G
12B-09w 0.097 sw 231 289 126 111 256 320 0 0 0 0
4A5-tom 0550 s v 13.09 21.91 15 1 196 329 0 0 0 0
w/
G
13A-40cs 0143 sw 3.40 3.00 0 0 0 0 70 70 237 209
4A5-2om
4B5-21n
0 550
0.540
sw
sW
13.09
12.85
22.70
2422
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W!
t"
128-0sw 0.097 rnv 231 2.89 0 0 0 0 0 0 0 0
4A5.2om
13A-40Cs
0.550
0.143
nw
nw
13.09
3.40
2224
3.00
0
0
0
0
0
0
0
0
0
130
0
100
0
341
0
300V)J
4P5.2om 0.550 rnv 13.09 2224 0 0 0 0 30 0 393 667I_CG 4A5.2omd 0.580 nw 13.80 27.82 0 0 0 0 0 0 0 0
R 12C-0sw 0.091 2.17 1.57 0 0 0 0 0 0 0 0
0
C
1100
168.30ad
0390
0.032
n 928
0.76
1254
178
0
282
0
282
0
215
0
502
0
176
0
176
0
134
0
313
F 19A-Obscp 0295 2.64 2.06 0 0 0 0 0 0 0 0
F 19C-19cscp 0.049 0.40 032 6 6 2 2 0 0 0 0
F 22A-Ipm 1.180 28D8 0.00 0 0 0 0 182 35 969 0
6 c) AED excursion 56 139
Envelope loss/gain 711 1261 2485 1990
12 a) Infiltration 217 87 484 194
b) Room oenolanon 0 0 0 0
13 hoemalgalrls OM4wt5@ 230 0 0 0 0
Appliances/other 0 0
Scblotal (lines 6to 13) 928 1348 29M 2184
Lesse)MwW load 0 0 0 0
Lesstransfer 0 0 0 0
Redistribution 141 211 0 0
14 Scblotal 1070 1559 2970 2184
15 Duct loads 1169/a 48% 171 754 16 . 476 1057
Total room bad 1241 2313 3445 3241
Air required (dm) 0 105 0 147
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrlgfttzsoft- 2018-Aug-17103433Right-Srite®Uriversal 2018 18 0.19 RSU16877 Page 2
JMp\TEMP PRIM\Lot 070 BarceloreA LFG - E.rLp Calc = MlB Fror1 Door faces E
wrighttsoft, Right-JO Worksheet -
Entire House
One Stop Cooling and Heating
7225 Sardsoove Court, Winter Park FL 32792 Phone: (407) 629.6920 Fax: (407) 629.9307 Web: wwwOneStopCoolirg.00m Ucerse CAC032444
Job: Lot 070 Barcelona ALHG - E
Date: 04/05/2018
By. LF/LM/MC
1 Room name LATH Krr
2 Exposed wall 320 It Its R
3 Room height 93 R heaVbool 93 R heat/cool
4
5
Room dimensions
Room area
1.0 x 286.0 R
286.0 fF
135 x 11.5 R
1553 IF
Ty Corlsaumon
number
U•value
BtuW+)
Or HTM
BUW
Area (fF)
or perimeter (R)
Load
BWh)
Area (1F)
or perimeter (R)
Load
BWh)
Heat . Cool Gross N/P15 Heat Cool Cross NAS Heat Cool
6 128-09w
4AS2om
485-21m
0.
5M0.550
0.540
ne
ne-
no
13.03.09
12.85
289
2224
23.69
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
485.21m
13A-40M
0.540
0.143
ne
ne
12.85
3.40
23.69
3.00
0
0
0
0
0
0
0
0
0
107
0
107
0
364
0
320
4A5-2om
4B5.2hn
12B-09w
0.550
0540
0.097
ne
ne
se
13.09
12.85
231
2224
23.69
229
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
GG
I- 4A5-2om
4B5-21rn
0550
0.540
se
se
13.09
12,85
21.91
21.97
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
I/
D
t-C
485.21m
t3A-40s
11 DO
1213-09w
4A5.2om
0.540
0.143
0.390
0.097
05W
se
se
se
sw
sw
12.85
3.40
928
231
13.09
22.72
3.00
1254
2.89
21.91
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-4ors
aA5-tom
4BS21m
0.143
0-w
0S40
sw
Sw
sw
3.40
13D9
12AS
3.00
22.70
2422
149
30
0
119
0
0
404
393
0
356
681
0
0
0
0
0
0
0
0
0
0
0
0
0
t-G
12B-09w
4A5.2om
13A-40 s
0.097
0.550
0.143
nw
nw
nw
231
13.09
3.40
2.89
2224
3.00
0
0
149
0
0
85
0
0
289
0
0
254
0
0
0
0
0
0
0
0
0
0
0
0
4A5-2om
4A5.2omd
0.550
0 580
nw
nw
13.09
13.80
2224
27.82
0
64
0
0
0
883
0
1780
0
0
0
0
0
0
0
0
q t2C-Osw 0.091 2.17 157 0 0 0 0 0 0 0 0
D
C
11DO
168-30ad
0.390
0.032
n 928
0.76
1254
1.78
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
F
F
19A-Obscp
19C•19cs(p
0295
0.049
2.64
0.40
206
032
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
F 22A-Ipm 1.180 28.08 0.00 286 32 899 0 155 12 323 0
6 c) AED exalrsion 529 73
Envelope loss/galn 2868 3601 687 248
12 a) Infiltration 449 180 161 65
b) Room ventilation 0 0 0 0
13 Internal gains 0=4-M@ 230 0 0 0 0
ApplianmsAother 0 1200
lines 6 b 13) 3317 3781 848 1512
LeseMmal bad 0 0 0 0
Lesstransfer 0 0 0 0
Subtotal
Red'istribubon 479 298 439 190
14 Subtotal 3796 4078 1288 1703
Duct loads 161/ 48'/a 608 1973 14 48°/ 206 824
Total room load 4405 6051 1494 2526
Air required (dm) 0 275 0 115
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
f wr`ghtGsoft- 2018-Aug-17109493
A-''rA Right-SU"Unversal 2018 18.0.19RSU16877 Page 3
loop\TEMP PRINT\Lot 070 Barcelo aA LHG - E.rtp Calc = MA Front Ooor faces: E
wrighttsoft' Right-J® Worksheet
Entire House
One Stop Cooling and Heating
7225 Sardscove Cart, Wirter Park FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: wwwOreStopCoolirg.mm License: CAC032444
Job: Lot 070 Bamelala A LHG - E
Date: 04/05/2018
By. LF/LM/MC
1 Room name BED2 WIC
2 Exposed wall 10.0 tl 5.0 R
3 Room height 93 R heatfaool 93 11 heat/mol
4
5
Room dimensions
Room area
11.0 x 10.0 a
110.0 IF
5.0 x 5.0 R
25.0 IF
Ty Conwucdon U-value Or HTM Area (IF) Load Area (IF) Load
number BUhV-*n I or perimeter (It) Bluh) or perimeter (fi) 81uh)
Heat Cool Gross NrP15 Heat Cool Gross NrPIS Heat Cool
6 wf 126-09w 0A97 ne 231 2. 0 0 0 0., 0 0 0 0
4A5-tom 0.550 ne 13.09 2224 0 0 0 0 0 0 0 0
485.2m 0.540 ne 12.85 23.69 0 0 0 0 0 0 0 0IIE-----'GGG
485-21m 0S40 ne 12.85 23.69 0 0 0 0 0 0 0 0
11 W 13A-40cs 0.143 ne 3.40 3.00 0 0 0 0 0 0 0 0
4A5.2om 0.550 ne 13.09 2224 0 0 0 0 0 0 0 0
485.21m 0S40 ne 12.85 23.69 0 0 0 0 0 0 0 0
126-096v 0.097 se 231 2.89 0 0 0 0 0 0 0 0
4A5.2om OSW se 13.09 21.91 0 0 0 0 0 0 0 0
485.2tn 0.540 se 12.85 21.97 0 0 0 0 0 0 0 0
485-21m 0S40 se 12.85 V-72 0 0 0 0 0 0 0 0
t-0
13A-flocs 0.143 se 3.40 3.00 0 0 0 0 0 0 0 0
11DO 0390 se 928 12.54 0 0 0 0 0 0 0 0
1213.09N 0.097 sw 231 2.89 0 0 0 0 0 0 0 0
4A5.2om OS50 Sw 13.09 2191 0 0 0 0 0 0 0 0
13A•400s 0.143 sw 3.40 3.00 93 78 265 234 47 47 158 139
4A5.2om 0.550 sw 13.09 22.70 15 0 196 341 0 0 0 0
485.21m 0S40 sw 12.85 2422 0 0 0 0 0 0 0 0
y/ 128.09w 0.097 r1w 231 2.89 0 0 0 0 0 0 0 0
C 4A5.2om 0.550 nw 13.09 2224 0 0 0 0 0 0 0 0
13A-40s 0.143 nw 3.40 3.00 0 0 0 0 0 0 0 0
4A5.2om 0S50 nw 13.09 2224 0 0 0 0 0 0 0 0
4A5.2omd OS80 nw 13.80 27.82 0 0 0 0 0 0 0 0
q 12C•0s.v 0.091 2.17 1.57 0 0 0 0 0 0 0 0
D 1100 0390 n 928 1254 0 0 0 0 0 0 0 0
C 168-30ad 0.032 0.76 178 0 0 0 0 0 0 0 0
F 19A-Obscp 0295 2.64 2.06 0 0 0 0 0 0 0 0
F 19C-19cscp 0.049 0.40 0.32 0 0 0 0 0 0 0 0
F 22A-Ipm 1.180 28.08 0.00 110 10 281 0 25 5 140 0
6 c) AED excursion 58 8
Envelope losygain 743 632 299 132
12 a) Infiltration 140 56 70 28
b) Room venfilafion 0 0 0 0
13 Intemalgains: Ooarpants@ 230 1 230 0 0
Appliaraes/other 0 0
Sublotal(lines 6lo13) 883 918 369 160
Less emamal load 0 0 0 0
Lesstransler 0 0 0 0
Redistribufion 365 248 0 0
14 Subtotal 1248 1167 369 160
15 Duct loads 169% 48°/ 200 564 161% 481/6 59 77
Total room load 1448 1731 428 237
Air required (dim) 0 79 0 11
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
f wr gl ts4 ft t- 2018-Aug-17103413
A flight-Sute®Uriversa12018 18.0.19 RSU16877 Page 4
loop\TEMP PR NT\Lot 07O BamelareA LHG - E.rup talc = Ml8 Frort Door laces E
wrightsoft• Right-J® Worksheet
Entire House
One Stop Cooling and Heating
7225 Sardscove Cart, Wirter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web: wwwOreStopCoolirg cum Ucerse, CAC032444
Job: Lot 070 Barcelona A LHG - E
Date: 04/05/2018
By. LF/LM/MC
1 Room name HALL STR 1
2 Exposed well 0 ft 75 ft
3 Room height 93 It heat/cool 93 ft heaftol
4
5
Room dimensions
Room area
1.0 x 44.0 ft
44.0 ft=
1.0 x 653 ft
653 IF
Ty Construction U-value Or HTM Area (W) Load Area (W) Load
number Badt4F-+) BUhAlq or perimeter (ft) Bluh) or perimeter (ft) Barh)
Heat Cool Gross NAS Heat Cool Gross N/Pt5 Heat Cold
6 pl r 0.
550
ne 231 224 0 0 0 0 0 0 0 0
4A5-2o4A5-2om
485-21m
0.550
0.540
ne
ne
13.09
12.85
2224
23.69
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
4B5-2fm
13A-40 s
0.540
0.143
ne
ne
12.85
3.40
23.69
3.00
0
0
0
0
0
0
0
0
0
70
0
70
0
237
0
209y/
4PS2om
485.21m
0.550
0.540
ne
ne
13.09
12ZS
2224
23.69
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0I!
G
12B-09w 0. se 289 0 0 0 0 0 0 0 0
4A5.20m 0.550550 si? 13.03.09 21.91 0 0 0 0 0 0 0 0
4B5-2lm 0.540 se 12AS 21.97 0 0 0 0 0 0 0 0
t-D
4B5.21M
t3A-40s
0.540
0.143
se
se
12.85
3.40
22.72
3.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11D0 0.390 se 928 12.54 0 0 0 0 0 0 0 0
t--G
128.(sw 0.097 sw 231 2.89 0 0 0 0 0 0 0 0
4AS-2om 0.550 sw 13.09 21.91 0 0 0 0 0 0 0 0
13A•40ds 0.143 sw 3.40 3.00 0 0 0 0 0 0 0 0
4A5.2om 0.550 sw 13.09 22.70 0 0 0 0 0 0 0 0
485.211M 0.540 Sw 12.85 2422 0 0 0 0 0 0 0 0
1q/ 128-09w 0.097 nw 231 2,89 0 0 0 0 0 0 0 0
t-G 4A5.2om 0.550 aw 13.09 2224 0 0 0 0 0 0 0 0
13A-40 s 0.143 nw 3.40 3.00 0 0 0 0 0 0 0 0
4A5.2om 0.550 rrw 13.09 2224 0 0 0 0 0 0 0 0
4A5-2omd 0580 nw 13,80 27.82 0 0 0 0 0 0 0 0
12C-0sw 0.091 2.17 1.57 0 0 0 0 0 0 0 0
11D0 0390 n 928 1254 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.76 1.78 0 0 0 0 0 0 0 0
F 19A-0bsoa 0295 2.64 2.06 0 0 0 0 0 0 0 0
F 19C•19csdp 0.049 0.40 0.32 0 0 0 0 0 0 0 0
F 22A q rn 1.180 28.08 0.00 44 0 0 0 65 8 211 0
6 c) AED wcursion 0 12
Emelope loss/gain 0 0 448 197
12. a) Infitaalion 0 0 105 42
b) Room ventilation 0 0 0 0
13 Intemalgains: Oc upans@ 230 0 0 0 0
Applianoesbtw 0 0
Subtoal (lines 6 to 13) 0 0 553 240
Lessemmal load , 0 0 0 0
Lesstransler 0 0 0 0
Redistribution 0 0 553 240
14 Subtotal 0 0 0 0
15 Duct loads 16% 48°/ 0 0 169/6 489/. 0 0
Total morn load 0 0 0 0
Air required (dhn) 0 0 0 0
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
f wr1 45!=- 2018-Aig-1710 4 3
r Right-Suted9Uriversat 2018 18.0.19 RSU16877 Page 5
Wop\TEMP PRINT\Lot 070 Barcelona ALHG - E.rup Calc - M18 Front Door laces: E
wrightsoft• Right-JO Worksheet
Entire House
One Stop Cooling and Heating
7225 Sardscove Coot. Witter Park FL 32792 Phone: (407) 629.6920 Fax: (407) 629 - 9307 Web: wwwOneStopCooli g corn Uoense: CAC032444
Job: Lot 070 Barcelona ALHG - E
Date: 04/05/2018
By- LF/LM/MC
1 Room name 8TH1 LAUN
2 Exposed vkdl 6.0 R 3.0 It
3 Room height 93 R heavtool 93 ff heat/000l
4
5
Room amentions
Room area
115 x 6.0 R
69.0 02
10 x 865 R
865 It:
Ty Construction U-value Or HTM Area (Ilh Load Area (119 Load
number eLjhv-.n I or perimeter (11) Btuh) or perimeter (It) Btuh)
Heat Cool Gross NrP/S Heat Cod Gross NIPrS Heat Cool
6 V1/ 128.09w 0.
550
ne 2.
24
0 0 0 0 0 0 0 0
4As2om
4B5.21rn
0.550
0.540
ne
ne
t3.093.0
12AS
7224
23.69
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0IIF----GGG
I11
485-21n
13A•40 s
0.540
0.143
ne
ne
12AS
3.40
23.69
3.00
0
0
0
0
0
0
0
0
0
28
0
24
0
81
0
72
4A5.2om
485.21m
0 550
0540
ne
ne
13.09
12.85
2224
23.69
0
0
0
0
0
0
0
0
0
4
0
0
0
51
0
95I-CG
y! 1213•09N se 2.31 2. 0 0 0 0 0 0 0 0
4A5-2om
485-21m
R% M0.550
0.540
es.09
se
13
12.85
21.9191
21.97
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
41215.21n 0.540 se 12.85 22.72 0 0 0 0 0 0 0 0
t-D
13A-4os 0.143 se 3.40 3.00 0 0 0 0 0 0 0 0
ttDO 0.390 se 928 12.54 0 0 0 0 0 0 0 0
t-C
12B-Os6v 0.097 sw 231 2.89 0 0 0 0 0 0 0 0
4A5-2om 0.550 9w 13.09 21.91 0 0 0 0 0 0 0 0
yJ 13A-40s 0.143 9N 340 3.00 56 52 176 155 0 0 0 0
4A5-2om
4B5.21m
0.550
0.540
sN
9N
13.09
12.85
2270
2422
0
4
0
0
0
51
0
97
0
0
0
0
0
0
0
0I-CG
t-G
12B-(kw
4A5-tom
0.097
0.550
riw
nw
231
13.09
2.89
2224
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V)J 13A-4as 0.143 nw 3.40 3.00 0 0 0 0 0 0 0 0
4A5-2om 0550 nw 13.09 2224 0 0 0 0 0 0 0 0
L-- 4A5.2omd 0.580 nw 13.80 27.82 0 0 0 0 0 0 0 0
L-D
12C-0s.v 0.091 2.17 1.57 107 107 232 168 98 76 165 120
11 DO 0.390 n 928 12.54 0 0 0 0 21 21 198 267
C 168.30ad 0.032 0.76 1.78 0 0 0 0 0 0 0 0
F 19A-Obscp 0295 2.64 2.06 0 0 0 0 0 0 0 0
F 19C•19cscp 0.049 0.40 0.32 0 0 0 0 0 0 0 0
F V-Xlpm 1.180 28D8 0.00 69 6 169 0 87 3 84 0
6 c) AED excursion 9 49
Emelopeloss(gain 628 429 580 505
12 a) Infiltration 84 34 42 17
b) Room ven61a6on 0 0 0 0
13 Internal gains: OccupantsCa 230 0 0 0 0
Appliances+other 0 500
Scbblal (lines 6 to 13) 712 463 622 1021
Lesexternal load 0 0 0 0
Lesstransfer 0 0 0 0
Redstributon 0 0 847 575
14 Subtotal 712 463 1469 1596
15 Duct loads 16°/u 489/6 114 224 169% 48°/a 235 772
Total room load 826 6871 1704 2369
Air required (dm) 0 31 10 108
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
f wr gt tsoft Right-Sute®Uriversal 2018 18.0.19 RSU16877 2018-Aug-1710:34:33Pape 6
Jop%TEMP PRNT\Lot07O BarcelonaA LFIG - E.rtp Calc - MJ8 Ftort Door laces: E
I- wrightsoft• Right-J® Worksheet
Entire House
One Stop Cooling and Heating
7225 Sardscove Court, W irter Park FL 32792 Phone: (407) 629.6920 Fax (407) 629 - 9307 Web: wwwOreStopCoolirg.com Ucerse, CAC032444
Job: Lot070 Barcelona A LHG - E
Date: 04/05/2018
By. LF/LM/MC
1 Room name MBED MrOI
2 Enxsed well 46.0 It 35 ft
3 Roomheight 9.0 R heat/a1o1 gn It healb0ol
4
5
Room dimensions
Room area
1.0 x 320.3 R
3203 fF
35 x 55 ft
193 fF
Ty Construction
number
U•Value
StuNW- 9
Or HTM
BWh M
Area (W)
or perimeter (ft)
Load
Btuh)
Area (fF)
or perimeter (ft)
Load
Btuh)
Heat Cool Gross N/PrS Heat Cod Gross NrPiS Heat Cool
6 y/
ELF
12&0sw
4A5.2om
4B5-2fm
0.097
0.550
0.540
ne
ne
ne
231
13.09
12.85
289
2224
23.69
117
0
0
117
0
0
270
0
0
338
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
415-21m
13A-40 s
0.540
0.143
ne
ne
12.85
3.40
23.69
3.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
CC`
I-- 4A5.2om
4EL 21m
128.09w
0.550
0.540
0.097
ne
ne
se
13.09
12.85
231
2224
23.69
289
0
0
0
0
0
0.
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
I- G
4A5.2om
485-2hn
0.550
0.540
se
se
QD9
12.85
21.91
21S7
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
y/
Y-0
485.21m
13A-4ocs
11 DO
12B-0sw
4A5-20m
0.540
0.143
0.390
0.097
0.550
se
se
se
sw
sw
12.85
3.40
928
231
13.09
22.72
3.00
12.54
229
21.91
0
0
0
149
30
0
0
0
119
3
0
0
0
274
393
0
0
0
342
657
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1q/
t--a
V/ 13A•400s
4A5.2om
4135.21n
12B•Os6v
4A5-2om
13A-40cs
0.143
0sw
O.540
0.097
0.550
0.143
sw
sw
sw
nw
nw
rwv
3.40
13.09
12.85
231
13.09
3.40
3.00
22.70
2422
2.89
2224
3.00
0
0
0
149
30
0
0
0
0
119
0
0
0
0
0
274
393
0
0
0
0
342
667
0
0
0
0
32
0
0
0
0
0
32
0
0
0
0
0
73
0
0
0
0
0
91
0
0
2
G
4A5.2omd
0.550
0 580
my
nw
1309
13E0
2224
27.82
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0i4A5-2om
q 12C-Osw 0.091 2.17 157 0 0 0 0 0 0 0 0
D
C
11 DO
1613.30ad
0.390
0.032
n 928
0.76
1254
1.78
0
320
0
320
0
244
0
570
0
19
0
19
0
15
0
34
F
F
19A•Obscp
19C-19cstp
0295
0.049
2.64
0.40
2.06
032
120
0
120
0
317
0
247
0
0
0
0
0
0
0
0
0
F 22A-Ipm 1.180 28.08 0.00 0 0 0 0 0 0 0 0
6 c) AED exwrsion 209 7
Envelope lostgain 2163 3373 87 119
12 a) Infiltration 625 250 48 19
b) Room ventilation 0 0 0 0
13 Internal gains: Cowpanls@ 230 2 460, 0 0
Appliarloesbtw 0 0
Subtotal (lines6 to 13) 2788 4083 135 138
Less e)wmal load 0 0 0 0
Lesstrarafer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 2788 4083 135 138
15 Duct loads is°/ 48°/ 447 1975 161% 48% 22 67
Total room bad 3235 60581 157 204
Air required (dm) 0 2761 1 1 0 9
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
wr`ghlsoft 2018-Acg-17103433fGgtt-Sute®Uriversal2018 18.0.19 RSU16877 Page 7
JWp\TEMP PRINTLot 070 8arceloreA LHG - E.rcp Calc - M1B Frort Door paces: E
fl+ wrightsoft' Right-J® Worksheet
Entire House
One Stop Cooling and Heating
7225 Sardscove Cotrt. Winer Park FL 32792 Phone: (407) 629.6920 Fax. (407) 629 - 9307 Web: wwwOreStopCooUrgmm Ucerse: CAC032444
Job: Lot 070 Barcelona A LHG - E
Date: 04/05/2018
lfyfr IT, r, IN
1 Room name KETH WIC
2 EVosed well 215 ft 8.0 n
3 Room height 9.0 ft heatkool 9.0 ft heaVcool
4
5
Room dimensions
Room area
1.0 x 136.0 ft
136.0 fF
105 x 8.0 ft
84.0 fF
Ty non Cr Load
niunber K4(--F) 4j orperimeter (t) BNh) or. perimeter (ft) BWh)
Heat Cool Gross NIP/5 Heat Cool Grass NIPS Heat Cool
6 12&Osw 0.097 ne 231 2.89 104 98 225 281 0 0 0 0
4A5-tom
485-2ftn
0.560
0.540
ne
ne
13.09
12.85
2224
23.69
0
6
0
0
0
77
0
142
0
0
0
0
0
0
0
0TE 485-21m 0.540 ne 12AS 23.69 0 0 0 0 0 0 0 0
11 13A-40cs 0.143 ne 3.40 3.00 0 0 0 0 0 0 0 0
4A5-2om 0.550 ne 13.09 2224 0 0 0 0 0 0 0 0
485.2fm 0S40
0.
ne
se
12.85 23.69
2.
0
0
0
0
0
0
0
0
O
0
0
0
0
0
0
0
4A5-2om 0.550550 se 13.03.09 21.9191 0 0 0 0 0 0 0 0fi128-
09w
485-2fm 0S40 se 12.85 21.97 0 0 0 0 0 0 0 0
485.2fM 0.540 se 12.85 22-72 0 0 0 0 0 0 0 0
WJ 13A-4as 0.143 se 3.40 3.00 0 0 0 0 0 0 0 0
t-D 1100 0390 se 928 12.54 0 0 0 0 0 0 0 0
1@I
fit"
12&0sw 0.097 sw 231 229 0 0 0 0 72 72 166 208
4A5-2om 0.550 sw 13.09 21.91 0 0 0 0 0 0 0 0
13A-40cs 0.143 sw 3.40 3.00 0 0 0 0 0 0 0 0
4A5.2om 0.550 sw 13.09 22.70 0 0 0 0 0 0 0 0
485.2m 0540 sw 12.85 2422 0 0 0 0 0 0 0 0
1q/ 12&0sw 0.097 nw 231 2.89 90 90 208 260 0 0 0
4A5.2om 0 550 nw 13.09 2224 0 0 0 0 0
0
0 0 0G
13A-4os 0.143 aw 3.40 3.00 0 0 0 0 0 0 0 0
4A5-2om 0.550 nw 13.09 2224 0 0 0 0 0 0 0 0
4A5.2omd 0S80 r1w 13.80 27.82 0 0 0 0 0 0 0 0
12C-Osw 0.091 2.17 1.57 0 0 0 0 0 0 0 0
11 DO 0390 n 928 12.54 0 0 0 0 0 0 0 0
C 168-30ad 0.032 0.76 178 136 136 104 242 84 84 64 150
F 19A-Obscn 0295 2.64 2.06 0 0 0 0 0 0 0. 0
F 19C-19axp 0.049 0.40 032 0 0 0 0 0 O 0 0
F 22A-tpm 1.180 28.08 0.00 0 0 0 0 0 0 0 0
6 c) AED emersion 48 18
Envelope loss/gain 614 878 230 339
12 a) Infiltration 292 117 109 44
b) Room ventlabon 0 0 0 0
13 Internal gains: OmManfs@ 230 0 0 0 0
ApplianowA ter 0 0
Subotal (lines 6 to 13) 906 995 339 382
LessexamW load O O 0 0
Lestransfer 0 0 0 0
Red'is7ibudon 187 269 0 0
14 Sublotal 1093 1263 339 382
15 Duct bads 16% 48°/a 175 611 16°/- 48°/ 54 185
Total room bad 126E 1875 393 568
Airrequired (dm) 0 85 1 10 26
Calcufations approved byACCA to meet all requirements of Manual J 8th Ed.
ri-1- wr`ghtesofe- 2018-Atg-17103493Rigtt-Sute®Uriversal 2018 18.0.19 RSU16877 Page 8
loop\TEMP PRINT\Lot 070 BaroefonaA LHG - E np Calc - MA Front Door faces: E
wrightsof * Right-J® Worksheet
Entire House
One Stop Cooling and Heating
7225 Sardsoove Court, Winter Park FL 32792 Ptore: (407) 629 - 6920 Fax: (407) 629.9307 Web: wwwOreStopCoofirg.com Uceree: CAC032444
Job: Lot 070 Barcelona A LHG - E
Date: 04/05/2018
By. _LF/LM/MC
1 Room name BED3
2 Exposed well 0 ft 27.0 ft
3 Room height 9.0 ft heat/mol 9.0 ft heaftol
4
5
Room dmensons
Room area
35 x 55 ft
193 fF
10 x 139.3 ft
139.3 fF
Ty CansDtxction U-value Or HTM Area (fF) Load Area (ft) Load
number BWttAF'fj BrtrItAF) or perimeter (ft) Btuh) or perimeller (ft) Bvh)
Heat Cool Gross N/P/S Heat Cod Gross NrP/S Heat Cool
6 1213-09w
4A5.2om
485-2tn
0.097
0.550
0.540
ne
ne
ne
231
13D9
12,85
2.89
2224
23.69
0
0
0
0
0
0
0
0
0
0
0
0
18
0
0
18
0
0
42
0
0
52
0
0
1 1
4B5.2fm
13A-40 s
0.540
0.143
ne
ne
12AS
3.40
23.69
3.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5-2om
4135-21m
126.09N
0550
0540
0.097
ne
ne
se
13.09
12.85
231
2224
23.69
289
0
0
0
0
0
0
0
0
0
0
0
0
0
0
99
0
0
84
0
0
194
0
0
242
4A5-2om
485.2fm
0550
0 540
se
se
13.09
12,85
21.91
21.97
0
0
0
0
0
0
0
0
15
0
1
0
196
0
329
0Ti
t--O
485.21rn
13A-flocs
0.540
0.143
se
se
12.85
3.40
22.72
3.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11130 0390 se 928 12.54 0 0 0 0 0 0 0 0
y/ 128.Osw
4A5.2om
0.097
0550
sN
sw
231
13D9
2.89
21.91
0
0
0
0
0
0
0
0
126
0
126
0
291
0
364
0G
13A-40cs 0.143 9N 3.40 3.00 0 0 0 0 0 0 0 0
4A5.2om
485.21m
0550
0.540
sw
sN
13D9
12.85
22.70
2422
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0G
1q/
t-f
128-0sw
4A5-2om
13A-40 s
0.097
0550
0.143
r1w
nw
nw
231
13.09
3.40
289
2224
3.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5-2om
4A5.2omd
O-W
0S80
rwv
r1w
13.09
13.80
2224
27.82
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0GG
q-. t2C-Osw 0.091 2.17 157 0 0 0 0 0 0 0 0
ID t100 0390 n 928 1254 0 0 0 0 0 0 0 0
C 168.30ad 0.032 0.76 1.78 19 19 15 34 139 139 106 248
F 19A-Obstp 0295 2.64 2.06 0 0 0 0 0 0 0 0
F 19C-19csg7 0.049 0.40 0.32 0 0 0 0 85 85 34 27
F 22A-Ipm 1.180 28.08 0.00 0 0 0 0 0 0 0 0
6 c) AED exa,rson 2 26
Envelope loss/gain 15 33 863 1297
12 a) Infittabon 0 0 367 147
b) Room ventilation 0 0 0 0
13 Internal gains O=pants@ 230 0 0 1 230
AppliarlaeJctter 0 0
Subtotal (lines 6ID 13) 15, 33 1230 1664
Lessemmalload 0 0 0 0
Lessaander 0 0 0 0
Redslibudon 15 33 5 11
14 SU=W 0 0 1235 1675
15 Ouct loads 16°/a 489/. 0 0 160% 489/ 198 810
Total room load 0 0 1433 2485
Air required (dm) r 0 0 01 113
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
wr gAttsoft-
Riga-Sute®Uriversal 2018 18 0.19 R2018-Avg-171034a3SU16877 Page9Jeop\
TEMP PRINT\Lot 070BarcefonaA LHG - E.np Cafc . MJ8 From Door taoss• E
F wrighttsoft• Right-JO Worksheet
Entire House
One Stop Cooling and Heating
7225 Sardsoove Cool, Wirter Park FL 32792 Phore: (407) 629.6920 Fax: (407) 629 - 9307 Web. wwwOreStopCoolirg.eom Uoerse: CAC032444
Job: Lot 070 Barcelona A LHG - E
Date: 04/OS/2018
By. LF/LM/MC
1 Room name BTH3 T0I3
2 E*osed well 5.0 ft 155 ft
3 Room height 9.0 ft heattool 9.0 It heaWAol
4
5
Raom dimensions
Room area
55 x 55 ft
303 IF
6.0 x 75 R
45A fF
Ty Corouction U-value Or HTM Area (1F) Load Area (IF) Load
number Blulvi In Bbh" or perimew (ft) Btuh) or perimeter (f) Bluh)
Heat Cool Gross NrRIS Heat Cool Gross NOS Heat Cool
6 12&Osw 0.097 ne 231 2,89 0 0 0 0 68 68 156 195
4A5.20m O-W ne 13.09 2224 0 0 0 0 0 0 0 0TE 485.21m 0540 ne 12M 23.69 0 0 0 0 0 0 0 0
485-21m " 0540 ne 12ZS 23.69 0 0 0 0 0 0 0 0
11 13A•4005 0.143 ne 3.40 3.00 0 0 0 0 0 0 0 0
4A5.2om 0.550 ne 13.09 2224 0 0 0 0 0 0 0 0
485.2trn 0540 ne 12.85 23.69 0 0 0 0 0 0 0 0
12B-09w 0.097 se 231 2.89 45 39 90 113 54 48 111 139
4A5.2om 0.550 se 13.09 21.91 0 0 0 0 0 0 0 0
486.21m 0540 se 12.85 21.97 0 0 0 0 0 0 0 0
485.2Im 0.540 se 12.85 22.72 6 1 77 136 6 1 77 136
13A-40rs 0.143 se 3.40 3.00 0 0 0 0 0 0 0 0
1100 02W se 928 12.54 0 0 0 0 0 0 0 0
WJ
t '
128•Qsw 0.097 sw 231 2,89 0 0 0 0 18 18 42 52
4A5.2om 0550 sw 13.09 21.91 0 0 0 0 0 0 0 0
13A•4005 0.143 sw 3.40 3.00 0 0 0 0 0 0 0 0
4A5.20m
485.2fm
0.550
0.540
sw
sw
13.09
12.85
22.70
2422
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
128.09w 0.097 r1w 231 2.89 0 0 0 0 0 0 0 0
4A5-2om 0-w My 13.09 2224 0 0 0 0 0 0 0 0
13A-40cs 0.143 rnv 3.40 3.00 0 0 0 0 0 0 0 0
4A5.2om 0550 r1w 13.09 2224 0 0 0 0 0 0 0 0
4A5-2omd 0580 My 13,80 27,82 0 0 0 0 0 0 0 0
12C-Osw 0.091 2.17 157 0 0 0 0 0 0 0 0
11DO 0390 n 928 12.54 0 0 0 0 0 0 0 0
C 1613-30ad 0.032 0.76 1.78 30 30 23 54 45 45 34 80
F I9A•0bscp 0295 2.64 206 0 0 0 0 0 0 0 0
F 19C•19cscp 0.049 0.40 032 30 30 12 10 45 45 18 14
F 22A•Ipm 1.180 28.08 0.00 0 0 0 0 0 0 0 0
6 j ) AED excursion 45 29
Emelope loss/gain 202 358 438 645
12 a) Infiltration 68 27 211 84
b) Room vermladon 0 0 0 0
13 Ir emalgains: Occupants@ 230 0 0 0 0
Appliancesolher 0 0
Stbbial (lines 6 to 13) 270 385 648 729
Less exlemalload 0 0 0 0
Less transfer 0 0 0 0
Redsldbuton 0 0 0 0
14 Stbbml 270 385 648 729
15 Duct loads 1 169/4 48'/a 43 186 169/ 481% 104 353
Total room load 314 571 752 1082
Airrequired (cm) 0 26 0 49
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
1 wrlg esoft- 2018-Aug-17 103433Right-Sute®Uriversal 2018 18.0.19 RSU16877 Page 10
MDp\TEMP PRINMot 070 BarceloreA LI G - E.np Calc - Mt8 Front Door faces: E
wrightsoft' Right-J® Worksheet
Entire House
One Stop Cooling and Heating
7225 Sardscove CoLK Wirter Park FL 32792 Ptare: (407) 629.6920 Fax: (407) 629.9307 Web: wwwOreStopCoolirg.com License: CAC032444
Job: Lot 070 Barcelona ALHG . E
Date: 04/05/2018
By. LF/LM/MC
I Room name STR2 BED 2
2 Exposed well 7.0 ft 195 ft
3 Room height 9.0 It heaUmol 9.0 ft heat/cool
4
5
Room dimensions
Room area
135 x 7.0 It
94.5 IF
1.0 x 144.0 ft
144.0 IF
Ty Conouolon U-value Or HTM Area (W) Load Area ((F) Load
number BUMF-*q I or perimeter (ft) Bl uh) or perimeter (ft) BUh)
Heat Cod Cross N/PlS Heat Cool Gross N/P/S Heat Cool
6 12&0sw 0.097 ne 231 250 .8963 48 111 139 104 89 204 255
4A5-2om
485-2Im
05
0.540
ne
ne
13.09
12ES
2224
23.69
0
0
0
0
0
0
0
0
15
0
0
0
196
0
334
0TE 485-21n 05a0 ne 12AS 23.69 15 0 193 355 0 0 0 0
y/ 11 13A-4os 0.143 ne 3.40 3.00 0 0 0 0 0 0 0 0
4A5.2om
485.2fm
0550
0.540
ne
ne
13.09
12.85
2224
23.69
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0I-rG
0.097 se 231 289 0 0 0 0 72 68 157 196
4A5.2om 0.550 se 13.09 21.91 0 0 0 0 0 0 0 0T:412B-09w
4B5.2(m 0.540 se 12.85 21.97 0 0 0 0 4 1 51 88
4B5.2(m 0540 se 12.85 2272 0 0 0 0 0 0 0 0
13A-40s
1100
O.143
0.390
se
se
3.40
928
3.00
12.54
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
t-C
128-09N 0.097 sw 231 2.89 0 0 0 0 0 0 0 0
4A5-2om 0550 9n 13.09 21.91 0 0 0 0 0 0 0 0
13A-400s 0.143 sw 3.40 3.00 0 0 0 0 0 0 0 0
4A5.2om
485.21n
0.550
0540
9ry
bw
13.09
12.85
22.70
2422
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1q/
G
12&Osw 0.097 nw 231 2.89 0 0 0 0 0 0 0 0
4A5.2om 0.550 nw 13.09 2224 0 0 0 0 0 0 0 0
13A-40 s 0.143 w 3.40 3.00 0 0 0 0 0 0 0 0
4A5.2om 0.550 nw 13.09 2224 0 0 0 0 0 0 0 0
4A5.2omd 0580 nw 13SO 27.82 0 0 0 0 0 0 0 0
R 12C-09N 0.091 2.17 157 0 0 0 0 0 0 0 0
0 1100 0390 n 928 1254 0 0 0 0 0 0 0 0
C 168-30ad 0.032 0.76 1.78 95 95 72 168 144 144 110 256
F 19A-Obscp 0295 2.64 2.06 0 0 0 0 12 12 32 25
F 19C-19rscp 0.049 0.40 0.32 0 0 0 0 0 0 0 0
F 22A-Ipm 1.180 28.08 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 23 56
Envelope loss'gain 376 639 750 1099
12 a) InliilMon 95 38 265 106
b) Room ven blabon 0 01 0 0
13 hwmalgains: Occupants@ 230 0 0 1 230
Appliarloesbdler 0 0
Subtotal (lines 6ID 13) 471 677 1015 1435
Lesseumemalload 0 0 0 0
Lesvansfer 0 0 0 0
Redisiibulion 471 677 152 219
14 Sul>Dotal 0 0 1168 1654
15 Duct loads 1 16% 48% 0 0 16/6 48°/a 187 800
Total room load 0 0 13551 2454
Air required (dm) 0 0 0 112
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
Rigtl•Sute®Uri201&Aug-1710:3433versal 201818.0.19 RSU16877 Page 11 loop\
TEMP PRINT\Lot 070Barcelona A LHG - E.rnp Calc - MJ8 From Door faces: E
wrightsoft• Static Pressure and Friction Rate
Entire House
One Stop Cooling and Heating
7225 Sartdsoove Cout, Wirter Park FL 32792 Ptnrs: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwK0reSlopCoo0rg corn Ucerse: CAC032444
For:
External static pressure
Pressure losses
Coil
Heat exchanger
Supply diffusers
Return grilles
Filter
Humidifier
Balancing damper
Other device
Available static pressure
Measured length of run -out
Measured length of trunk
Equivalent length of fittings
Total length
Total effective length
Park Square Homes
Sanford, FL
Job: Lot 070 Barcelona A LHG - E
Date: 04/05/2018
By: LF/LM/MC•
Heating Cooling
in H2O) (in H2O)
0.50 0.50
0 0
0 0
0.03 0.03
0.03 0.03
0.10 0.10
0 0
0 0
0 0
0.34 0.34
supply Return
ft) ft)
12 6
52 0
170 75
234 81
314
Heating Cooling
in/100ft) (in/100ft)
Supply Ducts. 0.108 OK 0.108 OK
Return Ducts 0.108 OK 0.108 OK
Fitting Equivalent LengthDetails
supply 4X--35,11 A=20,11 Gam, 11 G=5,11 A=20,11 J=15,11J=15,11 G--5,1 A--35,11 G--5,11 G=5,11 Gam: TotalEL=170
Return 6M=20, 6A3= 40, 5E1=10,11 Gam: Total EL=75
wrightsoH• 2018-Aug-17 10a434
RigN-Sdt99Uriversa12018 18.0.19 RSU16877 Page t
Joop\TEMP PRIM\Lot 070 BarceloreA LHG - E nip Calc - MJ8 Roil Door faces: E
Duct System Summary Job: W070Barcelona ALHG-E wrightsoft'
y ry Date: 04/05/2018 Entire
House By,. LF/UWMC One
Stop Cooling and Heating 7225
Sardsoove Coot. W irterPark FL 32792 Ptore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web. wwworeStopCoolirg oom Uoerse: CAC032444 0
4 ' 0 • For:
Park Square Homes Sanford,
FL External
static pressure Pressure
losses Available
static pressure Supply /
return available pressure Lowest
friction rate Actual
air flow Total
effective length (TEL) Heating
0.
50 in H2O 0.
16 in H2O 0.
34 in H2O 0.
253 / 0.087 in H2O 0.
108 in/100ft 0
cfm 314
ft Cooling
0.
50 in H2O 0.
16 in H2O 0.
34 in H2O 0.
253 / 0.087 in H2O 0.
108 in/100ft 1567
cfm Name
Design
13tuh)
Htg
cfm)
Clg
cfm)
Design
FR
Diam
in)
H
x W in)
Duct
Mal
Actual
Ln (
ft) Ftg.
Egv Ln (
ft) Trunk BED
c 2454 0 112 0.151 7.0 Ox 0 VIFx 27.3 140.0 sty BED2
c 1731 0 79 0.133 6.0 Ox 0 VIFx 40.6 150.0 st3 BED3
c 2485 0 113 0.143 6.0 Ox 0 VIFx 32.1 145.0 st5 BTH1
c 687 0 31 0.130 4.0 Ox 0 VIFx 44.6 150.0 st3 BTMi3
c 571 0 26 0.153 4.0 Ox 0 VIFx 25.0 140.0 st5 DIN
c 3241 0 147 0.108 7.0 Ox 0 VIFx 63.6 170.0 s14 GATI-
I c 3026 0 138 0.108 7.0 Ox 0 VIFx 63.1 170.0 st4 GATKA
c 3026 0 138 0.114 7.0 Ox 0 VIFx 57.6 165.0 st4 KIT
c 2526 0 115 0.109 7.0 Ox 0 VIFx 62.6 170.0 st4 LAUN
c 2369 0 108 0.137 6.0 Ox 0 VIFx 40.1 145.0 st3 LOFT
c 2313 0 105 0.206 6.0 Ox 0 VIFx 17.5 105.0 st2 MBED-
A c 6058 0 276 0.161 9.0 Ox 0 VIFx 32.1 125.0 st6 METH
c 1875 0 85 0.164 6.0 Ox 0 VIFx 29.6 125.0 st6 carol
c 204 0 9 0.177 4.0 Ox 0 VIFx 28.0 115.0 st6 MWIC
c 568 0 26 0.162 4.0 Ox 0 VIFx 31.4 125.0 st6 TOP
c 1082 0 49 0.152 4.0 Ox 0 VIFx 26.5 140.0 sty WIC
c 237 0 11 0.128 4.0 Ox 0 VI Fx46.8 150.0 st3 Wrightsoft•
2018-Aug-1710a4:34 Pugh-
SUteOLh%ersal 2018 18.0.19 RSU16877 Page I 44103'
v ..JeopITEMP PRIM1Lot 070 BaroeloraA LNG - E.nQ Cale - MJ8 Frort Door laces: E
Name
Trunk
Type
Htg
ctrn)
Gg
cfm)
Design
FR
Veloc _
fpm)
Diam
in)
H x W
in)
Duct
Material Trunk
sti PeakAVF 0 766 0.108 717 14.0 0 x 0 VinIFIX
st4 PeakAVF 0 538 0.108 684 12.0 0 x 0 VinIFIX st3
st3 PeakAVF 0 766 0.108 717 14.0 0 x 0 VinIFIX SO
st5 PeakAVF 0 300 0.143 550 10.0 0 x 0 VinIFIX s12
st6 PeakAVF 0 396 0.161 504 12.0 0 x 0 VinIFIX s12
st2 PeakAVF 0 801 1 0.143 749 14.0 0 x 0 VinIFIX
Grille Htg Gg TEL Design Veloc Diam H x W Studdoist Duct
Name Size (in) cfm) cfm) ft) FR fpm) in) in) Opening (in) Mal Trunk
rb1 Ox 0 0 1339 80.6 0.108 614 20.0 Ox 0 VIFx
rb2 0x 0 0 228 38.6 0.226 853 7.0 Ox 0 VIFx
wr ightsoft 2o1e-ALq-i7 10:34:34
tt-sate®Uriversal 2018 18.0.19 RSU16877 Page 2ACC .jmP\TEMP PPoN%ot070 BarcelormA LHG - E.rtp Calc - MJ8 From Door laces: E
Level 1
7
1ox1a2 " F883
103 dm
7"
1oX1a2
103 dm
91dm
BEDIOfFI
8X4 6'
11 dm, -mowv
NM: 11OX10 4a•
HALL
GTH
35 dm
8X4
EF1 ViR
I Job #: Lot 070 Barcelona A LHG - E
Performed by LF/LM for:
Park Square Homes
DIN
10X8
122 dm
GA H 7' 122dm
KIT10X8
12"
STR 1
F882
6" FOY
10X6
127 dm
DV VTR
LAUN
F881
14
Sip Riser
1a'
GARAGE
EF1 = 50 CFM Fan
EF2 = 80 CFM Fan
EF3 = 110 CFM Fan
EFL1 = 50 CFM Fan
EFL2 = 80 CFM Fan
EFL3 = 110 CFM Fan
VTR = Vent to Roof
VTW = Vent to Wall
OV = Dryer Vent
RV = Range Vent
Lineset Chase
condensate
germostat 18/8 T
SRB = Small Reduction Box
LRB = Large Reduction Box
FBB = Feld Built Box
One Stop Cooling and Heating
7225 Sandsoove Court
Winter Park, FL 32792
Phone: (407) 629 - 6920 Fax (407) 629 - 9307
www OneStopCooling.00m
Scale:1 : 97
Page 1
Right -Suite® Unhersal 2017
17.023 RSU16202
2017-Sep•0615:4614
Level 2
MBED 1 VTR
12X12.1
259 dm
n
9SR82 4' MT01 8X4 10
dm8X4
4' 6"
EF1
VTR 27
dinn 16x1610X6MWIC
t27 din 4•
METH 16
x 16 1121lh
12" STR2
12
1oX6
14'
7'
10X10
105
dm 1462
din 30
X18 BED3
Job #:
Lot 070 Barcelona A LHG - E Performed
by LF/LM for: Park
Square Homes Sanford,
FL J14"
B1
x 10 x
10 39drP' 7'
BED sup
Riser 14'
a'
a -
IT
EF1 VTR 20
dm 0 4
8X444
dm TOO
Zme
Darper 1. 14' Zone
Damper 2. 14' Bypass
Danper - lz EF1 =
50 CFM Fan EF2 =
80 CFM Fan EF3 =
110 CFM Fan EFL1 =
50 CFM Fan EFL2 =
80 CFM Fan EFL3 =
110 CFM Fan VTR =
Vent to Roof VTW =
Vent to Wall DV =
Dryer Vent RV =
Range Vent Lineset
Chase Condensate
gennostat
1818 T SRB =
Small Reduction Box LRB =
Large Reduction Box FBB =
Feld Built Box One
Stop Cooling and Heating 7225
Sar>dscove Court Winter
Park, FL 32792 Phone: (
407) 629 - 6920 Fax (407) 629 - 9307 www.
OrieStopCoolirig.com . Scale:
1 : 97 Page
2 Rigtn &
AW9 Universal 2017 17.
023RSU16202 2017-
Sep-0615.4616
fo I
slel
RECORD COPY
DESCRIPTION AS FURNISHED: Lot 70, WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 93
through 102 of the Public Records of Seminole County, Florida.
PLOT PLAN FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation);
Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title
Insurance Fund; Bank of America
7
LOT 71
Ok to construct single family home
with setbacks and impervious area
shown on plan. 32. 0 °/. vvv.
23g2 Sgrcelovia -A, GcL
LIGHT POLE PER
DRAINAGE PLANS
P.C. 255_67-- - - - - - -
SETBACKS AS FURNISHED —
FRONT 25'(•)
REAR 20'
SIDE - 5' (40' COT)
7.5' (60' LOT)
10' (75' LOT)
SIDE STREET = 25' (60' & 75' LOT)
15' (40' LOT) -
25' FRONT SETBACK CAN BE REDUCED
TO 20' ON CERTAIN LOTS. NO MORE THAN
2) IN SUCCESSION AT 20' AND A MINIMUM
Or (2) IN SUCCCSSION AT 25'
PROPOSED - FINSHEO SPOT GRADE ELEVATIONS
PCR DRAINAGE PLANS
Vim- A PROPOSED DRAINAGE FLOW
LOT GRADING TYPE A 1400
PROPOSED F.F. PER PLANS - 23.4' QQL
REMAINDER OF LOT 6
PALMER'S SUBDIVISION
PLAT BOOK 2, PAGE 41
S 00P18'02" E
60.00'
10' FENCEI ESMT. I
28.78' 28.78
1 LOT 70 1
15.00' 16.0
n LANAI
15.00'
28.79' I
I
I
I
14.0' 15.001 —
I
I
I
o I
PROPOSED RESIDENCE 1
2392-BARCELONA-A E
2 CAR GARAGE LEFT I J
11.00, L•--1 AC
15.00'
16'
DRIVE
I
I
COV'0.
ENTRY 1
8.0, 15.001
Ly IO
N 15.001
Y I
I
I
I
I
5.20' 1
1 10' UTIL. ESMT. r -
16'
5' CONC. WALK
S 00016 *57" E
60.00'
NIGHT HERON DRIVE
50' PRIVATE RIW) TRACT I
116
7
a
LOT 69
PLOT PLAN ONLY
PLOT PLAN AREA CALCULATIONS NOT A SURVEY
TOTAL LOT AREA 7.139 t SQUARE FEET
FLATWORK ON/OFF LOT = TOTAL t SOUARE FEET FLATWORK
DRIVE 4031 110- 513 t SOUARE FEET FOUNDATION/PAD 1.641 t SOUARE FEET
WALKS 691 300= 369 t SOUARE FEET REAR PATIO 117 t SOUARC FEET
FRONT PORCH DECK 99 t SOUARE rCC7
Soo 4.7991 250 - 5,049 t SOUARE FEET POOL DECK N/A t SOUARE FF-ET
NOTE:- FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT • NOT FIELD VERIFIED !
CRUSE NML'YER-SCOTT ASSOC., INC. - LAND SURVFYORIS`
LEGEND - LEGEND -
5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-6.58-1436PPLATFETALPOINTONLINENOTES: '
CIPIR rIELbANONPIP[
IRON ROD Tiff. P.Cf- 10. TYPICALPOINTOr ROVERS[ CURVATURETURPOINTOPCOMPOUIIOCURVATUREPROFESSIONAL1. THE UNDERSTGAED DOES HCREDY CER rr rwr THIS SURVEY 611M INC STANDARDS OF PRACTICE SET TORN BT 111E FLORIN BOARD Or
CONCRETE RAG. RADIAL SURVEYORS AND MAPPERS IN CHARIER S1-17 FLORIDA ADMINISTRATIVE CODE PURSLMNr TO SCETION 472.027, r1.ORIDA SIAIUCSSETEllLR. SLIII451TILT /S1i NR NON-RAOIAS 2. UNLESS EMDOSSSO SE RE AIO ORpWIS RAISED SFAS on SURVEY ARC NOT
REA:. Rix. ERECOVEREDRCCDVER[D VP. V[TNCSS POWT RLF E0 FROM T INFORMATION VE E NAT BE IONS111R5SURVEYWASPREFAREDFROLITITLEWRORMAT10/1 FURNISHED TO THE SURVEYOR. WERE WY BE OTHER RESTRICTIONS
PAR. POINT Or BEGINNING CALL CALCULATCO OR EASEMENTS THAT AFFECT THIS PROPERTY. PAC. POINT OF CONHETLiNCNT PRJI CRMAMCNT REFERCHCE MONUMENT NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN.
I. Ms. CCHTCRLDIC
NAIL L DISK Ff. DSL FINISHED FLOOR ELEVATION
BUILDING SETBACK LING A THIS ,E,. 6 PREPARED FOR INC SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OMFX r.NTIM
R/V RIGNt-Or-WAY DA BENCHMARK 8. OIAICNSIONS SRIOWN FOR ME LOCATION ^.r BUPROYIMENTS HEREON SHOULD NOT BC USED TO RECONSTRUCT M#41AAn LINES.
CSMT. CASEMENT L& VAX DEARING 7. BEARINGS. ARE BASED ASSUMED DATUM AND ON THE LINE SHORN AS BASE BEARING (B.B.)
DRAIN. DRAINAGE B. EIEYAlION$ Ir filOAYN. ARC 1KSCD ON NATIONAL GEODETIC VERTICAL DATUM OF 1020. UNLESS Drumm NOTED.
UTIL. CLfC. UTILIiWCHAINLINK FENCE D. CERTIFICATE OF AUTHORIZATION N& 459&
VOFC.
C/o
VOOB FENCE
CDNrncrE BLOCK SCALE r- 1• 20 DRAWN Br •••
P.C. P.T. romT or CURVATUREPOINTOFTATIGEMCY CERflFlEO BY. PAToIroER No.
NEsc ASCRIPTION PLOT PLAN 178-10-2018 sT9o-!B
1 ARC LCNGTN
p DELTA
C CHORD
G.R. c11aRD DENYING NORTH
THIS BUILDING\PROPERTY DOES NOT LIE WITHIN - - ~ - •-I•-
THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER nRAP T x. RUSEN EVER. R.L.S. / 4714
LONE 'x• MAP / 12117CO090 F (09-28-07) S . R.L.S 1 4801
I . 1
RECORD COPY
Filename: PARK SQ BARCELONA.rrr
Lighting and Small Appliance/Laundry Circuits
Floor Area SmAppNo LaundNo Line Neutral
2392 2 1
Lighting Summary Standard 6,037 6,031
Optional 11,676 6,037
Ranges & Ovens
Range No. No? Nameplate Line Neutral
1 1 8000
2 0 0
3 0 0
Range/Oven Summary Standard 6,400 4,480
Optional 8,000 4,480
Dryers .-SUILD/
Dryer No. No? Nameplate Line Neutral
1 1 5000
2 0 cjgR 6ci
3 0
Dryer Summary Standard 5,000 3,500
Optional 5,000 3,500 # 8- 3 5 7 7
Heating and Cooling: Actual Number = 1
Name M? Ph No Amps Volts VA HP Line Neutral
1 M 1 1 27.0 240 -- -- 61480-----
7-
1 M 1 1 2.0 240 480 01M115.0 240 1,200 .0
1 1 1 1 27 240 1 6,480 0Meat/Cool Summary Standard 14,640 0
Optional 14,640 0
Fixed Appliances: Actual Number = 6
Name M? Ph No Amps Volts VA HP Line Neutral
DISP 1 1 120 600 600 600DISH1112012001,200 1,200MICRO1112012001,200 1,200WATERHEATER1118.5 240 4•1440 0OPTPOOL11102402,400 0OPTPOOLHEAT1131240714400FixedApplianceSummaryStandard12,960 2,250
Other Appliances: Actual Number = 0
Optional 17,280 2,250
Name M? Ph No .'Amps Volts VA HP Line Neutral
Other Appliance Summary Standard 0 0
Optional 0 0
25% of Max Motor:
Line is Std Only; Neutral for Both
Maximum Phase Amps Volts
1 27 240 '
Heat/Cool Phase Amps Volts
1 27 240
Fixed Appl. Phase Amps Volts
0
Other Appl. Phase Amps Volts
0
Max Motor Summary
Standard Only 1,620 0
SUMMARY --------------
Standard Line Neutral
Total Total = 46,657 16,267
Maximum Amperage = 194 68
Service Voltage = 240 Service Phase = 1
7------------------------
Optional Line Neutral
Total Total = 37,422 16,267
Maximum Amperage = 156 68
Service Voltage = 240 Service Phase = 1
RECORD COPY
ok 10, City of Sanford
Building and Fire Prevention
Product App
SANFORD
Permit # # 1 8- 3 5 7 7 ,
Project Location Address l 00 , v
ification Form
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.floridabuildinci.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
1. Exterior Doors
Swinging Therma - Tru Single Door FL8871.5
Sliding MI Windows and Doors Series 420 Alum SGD - 2 Panel FL 15332.4
Sectional Clopay Building Products 94/T40-W4 FL15279.20
Roll U
Automatic
Other
2. Windows
Single Hung MI Windows & Doors Series GA 185 Aluminum SH FL 17499.2
Horizontal Slider
Casement
Double Hun
Fixed MI Windows 8 Doors Series GA 185 Alum Picture Fixed FL15349.1
Awning
Pass Through
Projected
Mullions MI Windows 8 Doors 5764 Verical Alum Mullion FL 15353.2
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Description(including
Florida Approval #
decimal
3. Panel Walls
Siding James Harting Bldg Products Hardie Panel FU3223.2
Soffits Aluminum Coils, Inc Coils / Soffits FL12194.1
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles IKO Industries, LTD Asphalt Shingles / Cambridge FL7006.1
Underla ments Warrior Roofing 15 and #30 Roofing Felt FL2346.1
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shin les
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coatin
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name
Please Print)
June 2014
s
RECORD COPY
Mff6k.
RE: P2392ACT MiTek USA, Inc.
Park SgBarcelona-A or C_TRAY 6904 Parke East Blvd.
Tampa, FL 33610-4115
Site Information:
Project Customer: PARK SQUARE HMS Project Name: P2392ACT
Lot/Block: 70 Subdivision: WYNDHAM PRESERVE 60'
Address: 3960 NIGHT HERON DR.
City: SANFORD State: FLORIDA
General Truss Engineering Criteria 8 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: 140 mph Design Method: MWFRS (Directional)/C-C hybrid Wind ASCE 7-10
Roof Load: 40.0 psf Floor Load: 55.0 psf
This package includes 72 individual, dated Truss Design Drawings and 0 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 G 15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date No. Seal# Truss Name Date
1 T13452444 117t 3/9/18 26 T13452397 cj 3/9/18
2 T13452445 kj2 3/9/18 27 T13452398 c11 3/9118
3 T13452446 kj3 3/9/18 28 T13452399 cj3 3/9/18
4 T13452447 k15 3/9/18 29 T13452400 cl3a 3/9/18
5 T13452448 kl7 3/9/18 30 T13452401 cl3t 3/9/186T13452449kl7t3/9/18 31 T13452402 c15 3/9/18
7 T13452450 m1 3/9/18 32 T13452403 c15t 3/9/18
8 T13452451 m2 3/9/18 33 T13452404 d'1 3/9/18
9 T13452380 a1 3/9/18 34 T13452405 d1t 3/9/18
10 T13452381 a2 3/9/18 35 T13452406 d2 3/9/18
11 T13452382 a4 3/9/18 36 T13452407 d2t 3/9/18
12 T13452383 a5 3/9/18 37 T13452408 d3 3/9/18
13 T13452384 a6 3/9/18 38 T13452409 d3t 3/9/18
14 T13452385 b1 3/9/18 39 T13452410 d4 3/9/18
15 T13452386 b2 3/9/18 40 T13452411 d5 3/9/18
16 T13452387 b3 3/9/18 41• T13452412 e1 3/9/18
17 T13452388 b4 3/9/18 42 T13452413 f1 utt.D/NG3/9/18
18 T13452389 c1 3/9/18 43 T13452414 12 3/9/18
19 T13452390 c2 3/9/18 44 T13452415 f3 3/9/18 SANFORD20T13452391c33/9/18 45 T13452416 R 3/9/18
21 T13452392 C4 3/9/18 46 T13452417 15 3/9/18 O<"-
4RYMA 22 T13452393 C5 3/9/18 47 T13452418 f5a 3/9/18
23 T13452394 c6 3/9/18 48 T13452419 f6g 3/9/18
T1334452420 p8 5 7 725T1334452396c83/9/18 50 89 3/918
This item has been electronically signed and sealed by ORegan, Philip using a Digital Signature.
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies
The truss drawing(s) referenced above have been prepared by
MiTek USA, Inc. under my direct supervision `kr ttt s
based on the parameters provided by Mid -Florida Lumber Acquisitions, Inc.. %% Q J. OIRF ii
Truss Design Engineers Name: ORegan, Philip :%Q\\;G E N S'-9,L' My license renewal date for the state of Florida is February 28, 2019.
FloridaCOA:6634 No 58126
IMPORTANT NOTE The seal on these truss component designs is a certification
that the engineer named is licensed in the jurisdiction(s) identified and that the
designs comply with ANSI/TPI 1. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were
given to MiTek. Any project specific information included is for MiTek
customers file reference purpose only, and was not taken into account in the preparation of
these designs. MiTek has not independently verified the applicability of the design
parameters or the designs for any particular building. Before use, the building designer
should very applicability of design parameters and properly incorporate these designs
into the overall building design per ANSI/TPI 1, Chapter 2.
3 '. STATE OF .'
O N A; e 0:0•
Philip J. O'Repan PE No.58126
MITek USA. Inc. R. Cert 66M
6904 Parke East Blvd. Tampa R. W610 March 9,2018
l of 2 ORegan, Philip
RE: P2392ACT - Park Sq/Barcelona-A or C_TRAY
Site Information:
Project Customer: PARK SQUARE HMS Project Name: P2392ACT
Lot/Block: 70 Subdivision: WYNDHAM PRESERVE 60'
Address: 3960 NIGHT HERON DR.
City, County: SANFORD State: FLORIDA
No. Seal# Truss Name Date
51 T13452422 f8a 3/9/18
52 T13452423 f9 3/9/18
53 T13452424 f9a 3/9/18
54 T13452425 f10 3/9/18
55 T13452426 f11 3/9/18
56 T13452427 f11g 3/9/18
57 T13452428 f12 3/9/18
58 T13452429 ft1 3/9/18
59 T13452430 ft2 3/9/18
60 T13452431 ft3 3/9/18
61 T13452432 ft4 3/9/18
62 T13452433 ft5 3/9/18
63 T13452434 g1 3/9/18
64 T13452435 g2 3/9/18
65 T13452436 g3 3/9/18
66 T13452437 g4 3/9/18
67 T13452438 h1 3/9/18
68 T13452439 h2 3/9/18
69 T13452440 j2 3/9/18
70 T13452441 13 3/9/18
71 T13452442 j5 3/9/18
72 T13452443 j7 3/9/18
2 of 2
Job Truss Truss Type Oty Ply Park Sq/Barcelona-Aor C TRAY
T13452444
P2392ACT VT SPECIAL 3 1
oiall
Mid -Florida Lumber, Bartow, FL. ' 8.130 s Sep 15 2017 MiTek Industries. Inc. Fri Mar 9 10:52:21 2018 Page 1
IO:16EL2vgrkv4uEJUYC2jFzkFng-jjbOJDZ8UeOKO?OraoE7N5NTFJCIgMCgXJpOa2zcgeu
t-0-0 2.1-12 2 7."
tao 2.1.12 0.1. 2 4$$
r1f
2x4 =
LOADING (psf) SPACING- 2-0-0 CSI.
TCLL 200 Plate Grip DOL 1.25 TC 0.78
TCDL 100 Lumber OOL 1.25 BC 0.33
BOLL 0.0 Rep Stress Incr NO WB 0.00
BCDL 100 Code FBC2017/TPI2014 Matrix -MP
LUMBER.
TOP CHORD 2x4 SP No.1
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No 3
REACTIONS. (lb/size) 4=214/Mechanical, 2=352/0-3-8, 5=49/Mechanical
Max Horz 2=143(LC 12)
Max Uplift 4-101(LC 12), 2-91(LC 12)
Max G av 4=214(LC 1). 2=352(LC 1). 5=99(LC 3)
FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
Scale-1.21.7
OEFL. in (loc) Well Ud PLATES GRIP
Vert(LL) 0.20 3 >394 240 MT20 244/190
Vert(CT) -0.31 3 >263 180
Horz(CT) 016 5 n/a Na
Weight, 25 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or IG-0-0 oc bracing.
NOTES-
1) Wind. ASCE 7-10: Vuft=140mph (3-second gust) Vasd-108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; 8=45ft; L=24ft; eave=oft; Cat.
II; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0-0. Intenor(1) 2-0-0 to 6-11-4 zone,C-C for
members and forces & MWFRS for reactions shown; Lumber OOL=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 rd between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) oftruss to bearing plate capable ofwithstanding 101 lb uplift at joint 4 and 91 lb uplift at
joint 2
6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies. Phillp J. 0 Regan PE No.58124
k6Tak USA, Inc. FLCartMil
M Parka Eam Blvd. Tampa FL 13610
Date:
March 9,2018
AWARNING - Verify design Parameters and READ NOTES ON Tlds AND INCLUDED egTEK REFERENCE PAGE MI47472 rain. 10M212015 BEFORE USE.
Design wild W use onlywdh MITek® connectors. This designisbased onlyupon parameters shown, and is foran mdWual building component, not
atruss system Before use, the building designer must verify the applicability Of design parameters and propefy utrxaporama m tedesignintoeoverallbudding
design. Bracing indicated Is to pravent buckling of Individual truss wab and/or chord members only. Additional temporary and permanent bracing M iTek' IsakvaysrequiredforstabilityandtopreventCollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding me fabrication.
Storage, dairvery, erection and braving of trussesand Coss system$. see ANSUTPN Quality Criteria, OSS-69 and SCSI Building Component SSW Parke Fast Blvd. SafetyInformationavailablefromTeasPlateInstitute, 216 NLae Street Suite 312. Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type oty Ply Park Sq/8arcelana-A or C TRAY
T13452445
P2392ACT KJ2 JACK 2 1
0 0 all
Mid -Florida Lumber, Bartow, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Mar 9 10:52:23 2018 Page 1
ID:lbEL2vgrkv4uEJUYC2jFzkfng 16i9jvbO?Fg2FIZOhDGbSWSzz6xY8Gi7?dlVTxzcgas
1-5-0 4.0.1
1.5-0 4-0.1
20 =
LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in loc) UdeO Ud
TCLL 200 Plate Grip OOL 1.25 TC 0.19 Vert(LL) 0 01 4-7 999 240
TCDL 100 Lumber DOL 1 25 BC 016 Vert(CT) 0 02 4-7 999 180
SCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 100 Code FBC2017/TPI2014 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 3=94/Mechanical, 2=256/0.5-11. 4=47/Mechanical
Max Horz 2=75(LC 8)
Max Uplift 3=-49(LC 8). 2=96(LC 8)
Max Grav 3=94(LC 1). 2-256(LC 1), 4=70(LC 3)
FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown
Scale - 1:11.5
PLATES GRIP
MT20 2441190
Weight: 15 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-0.1 oc puriins.
BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind, ASCE 7-10: Vutt-140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; SCOL=3.Opsf; h=15ft; 8=45ft; L=24ft: eave=oft; Cat.
II, Exp B, Part. Encl.. GCpi=0.55; MWFRS (directional), Lumber OOL=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 rd 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 ofwithstanding 49 lb uplift at joint 3 and 96 lb uplift at
joint 2.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 3 lb down and 27 lb up at
1-6-12, and 3lb down and 27 lb up at 1-6-12 on top chord, and 2 lb up at 1-6-12. and 2 lb up at 1-6-12 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 (8).
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: 9=4(F=2, 8=2)
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
O pydgeE5copies. Philip
J. Ha61 Wait
USA, Inc. FL Ceti 66U 6911,
11 ParkaEast Blvd. Tampa FL 196100#
A: March
9,2018 Q
WARNING - V&* design parameters and READ NOTES ON INS AND INCLUDED MITEK REFERENCE PAGE MI47472 row. 160111312015 BEFORE USE. Design
valid for use only withMRela® connectors This design Is based only upon parameters shown, and la for an Individual building component, no a
truss system. Before use. the building designer must verity the applicability of designparameters and property Incorporate this design into the overall budding
design. Bracing Indicated Is to preventbuckling of individualtruss webandlor chord members only. Additional temporary and permanentbracing M iTek' aalwaysrequiredforstabilityandtopreventcollapsewhoposiblapersonalinjuryandpropertydamage. far general guidance regarding the fabrication,
storage• delivery, erection and bracing of trussesand truss systems, we ANSVrPI1 Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East BIW safetyInformationavailablefromTrussPlateInstitute, 218 N. Lae Street. Suite 312. Alexandria. VA 22314 Tampa, FL 36610
Job Truss Truss Type I Oty Park SglBarcelona-A or C TRAYIpty T13452446IP23MCTKJ3JACK21
Job Reference (ootionall
Mid-Flonda Lumber. Bartow. FL. 8.130 s Sep 15 2017 MiTek Industries. Inc. Fn Mar 9 10:52:24 2018 Page 1
ID:IdEL2vgrkv4uEJUYC2iFzkFng-71HXxfcOmZovtS80Fxng7i77iWGStiyHDH12BNzcgar
1 6-0 4-1.14
1$-0 4-1.14
Scale = 1:18.7
2x4 11
i 4.1.14
4.1-14
LOADING (pst) SPACING- 2-0-0 CSI. OEFL. in loc) VdeO ' Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1 25 TC 0.25 Vert(LL) 0.04 4-5 999 240 MT20 244/190
TCDL 10.0 Lumber DOL 125 BC 0.24 Ven(CT) 0.04 4-5 999 180
BCLL 00 Rep Stress Incr NO WB 0.00 Horz(CT) 0.06 3 n/a n/a
BCOL 10.0 Code FBC20171TP12014 Matrix -MR Weight: 17 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
REACTIONS. (lb/size) 3=78/Mechanical, 5=231/0-11-5, 4=33/Mechanical
Max Horz 5=127(LC 8)
Max Uplift 3=-86(LC 8), 5=149(LC 8). 4=39(LC 8)
Max Grav 3=78(LC 1), 5=231(LC 1), 4=70(LC 3)
FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown
Structural wood sheathing directly applied or 4-1-14 oc purlins,
except end verticals
Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7.10; Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3 Opsf, h=15ft; B=45ft, L=24ft; eave=oft; Cat.
11; Exp B. Part. Encl., GCpi=0.55; MWFRS (directional); 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 fora 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 beanng plate capable of withstanding 86 lb uplift at joint 3, 149 lb uplift at joint
5 and 39 lb uplift at joint 4.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 101 lb up at 1-6-12, and 101 lb
up at 1-6.12 on top chord, and 45 lb up at 1-6-12, and 45 lb up at 1-6-12 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 (8)
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase-1.25
Uniform Loads (ptf)
Vert: 1-2=6Q 2-3=60, 4-5=20
Concentrated Loads (lb)
Vert: 6=66(F=33, B=33) 7=7(Fa3, 8=3)
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MTek USA,Inc. FL Csrt66U M
Perks Eot Bbd. Tampa FL 33610 Date:
March
9,2018 Q
WARNING • VaMy dmlgn parameters and READ NOTES ON TFOS AND INCLUDED Ml m?•K REFERENCE PAGE ale-7473 rvv. 1003/2016 BEFORE USE. Oasgn
valid fat use only with MlTelO connectors. This design is basedonly upon parameters shown, and is lot an Individual building componem, not a
truss system. Before use, the budding designer must verily, theapplicability of designparameters andproperly Incorporatethb design Into the overallbudding
design. Bracing indicatedis to prevem buckling of Individualthus web andiataloro memo= only. AdddWftl temporary and permanent bracingM ITek' IsalwaysrequiredforstabilityandtoprevemcollapsewithpossiblepersmrolInjuryendpropertydamage. For general guidance regaining ma fabl
cinion, storage, delivery, erection and bracing of trussesand truss systems, see ANSIRPII Quality Criteria, OSS49 and SCSI Building Component 69U Puke East Blvd. Safety
Information available from Truss Plata Institute. 218 N Lee Street, Suite 31Z Alexandria, VA 22314 Tamps, FL 36610
Job Truss Truss Type oty Ply Park Sq/Barcelona-A or C TRAY1 T13452447
P2392ACT KJ5 JACK 2 1
Job Reference (optional)
Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Mar 9 10:52:25 2018 Page 1
ID.IUEL2vgrkv4uEJUYC2iFzkFng-bVgv8bceXtwmVcjcpel3XxX9ywW8cACOSxnbjpzcgaq
1 5 0 3-9-6 7.0-14
1-5-0 3-" 3-3.8
Scale 2 1.16 7
3x4 =
LOADING (pst) SPACING- 2-0-0 CSI. OEFL. in loc) Udell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1 25 TC 0.80 Vert(LL) -0.11 4-7 >781 240 MT20 244/190
TCOL 10.0 Lumber DOL 1.25 BC 0.60 Ven(CT) -025 4-7 >341 180 BCLL
00 Rep Stress Incr NO WB 0.00 Horz(CT) 000 2 n/a n/a SCOL
10.0 Code FBC2017frPI2014 Matrix -MP Weight 24 lb FT = 20% LUMBER-
BRACING - TOP
CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT
CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (
lb/size) 3=183/Mechanlcal, 2=375/0-5-11, 4=95/Mechanical Max
Horz 2=108(LC 8) Max
Uplift 3=-79(LC 8). 2=118(LC 8) Max
Grav 3=183(LC 1), 2=375(LC 1), 4=129(LC 3) FORCES. (
lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown NOTES-
1)
Wind. ASCE 7-10, Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3 Opsf; h-25ft, 8=45ft; L=24ft, eave=oft; Cat 11;
Exp 8; Encl.. GCpi=0.18; MWFRS (directional), Lumber DOL=1.60 plate gnp 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 3-6-0tall 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 79 lb uplift at joint 3 and 118 lb uplift at joint
2 6)
Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 11 lb up at 1-
6-12, 3 lb down and 11 lb up at 1-6-12, and alb down and 44 lb up at 4-4-12. and 3 lb down and 44 lb up at 4-4-12 on top chord, and
2 lb up at 1-6-12, 2 lb up at 1-6-12. and 5 lb down at 4-4-12. and 5 lb down at 4-4-12 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 (ace of the truss are noted as front (F) or back (B) This item has been LOAD
CASE(S) Standard electronically signed and 1)
Dead r Roof Live (balanced): Lumber Increase=1.25, Plate Increase=l 25 sealed by ORegan, Philip, PE Uniform
Loads (A using a Digital Signature. Vert,
1-3=60, 4-5-20 Printed copies of this Concentrated
Loads (lb) document are not considered Vert: 10=4(F-2, 8=2)11—IO(F=S, B=-5) signed and sealed and the signature
must be verified on
any electronic copies. Phillp
J. ORegan PE No.58124 Wait
USA, Inc. FL Cart 6634 690A
Palate Ead Blvd. Tampa FL 33610 Oats:
March
9,2018 AWARNING -
Ver11y design parameters and READ NOTES ON TNS AND INCLUDED AVTEK REFERENCE PAGE 114114473 mv. 10AIJA mS BEFORE USE. Design
valid for use only with MfTel* connectors. This design is bused o/dy uponparameters shown, and Is for an individual budding component, net OF awassystemBeforeuse, the budding designer must venry meapplicability ofdesignparameters and property incorporateNU design intomeoveract budding
design Bracing Indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing M iTek' IsaNrayarequiredforstabilityandtopreventCollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication,
storage, delivery, erection and bracing of trusses and truss systems. a" ANSUTPI1 Quality Criteria, 03849 and 13CSI Building Component6904 Parka East BIM. SafetyInformationavailablefromTnuaPlateInstitute, 21a N. Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36810
Job Truss Truss Type oty ply Park Soarcelona-A or C TRAY
T13452448
P2392ACT KJ7 JACK 5 1
Mid-Flofida Lumber. Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fn Mar 9 10:52:26 2018 Page 1
ID:IbEL2vgrkv4uEJUYC2jFzkFng-3hOH MxdGIA2d6mioNMg1484RFKuvLYn2ha W9 FFzcgap
1-&0 5.2.5 9.10.13
1.5-0 5.25 441-8 Scale -
1.21.9 2x4 =
1.5x4 II 5 3x4 =
i
5.
25 5-
2.5 9.
10-13 4AA
LOADING (
psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL
200 Plate Grip DOL 1 25 TIC 038 Vert(LL) 003 6-7 999 240 MT20 2441190 TCDL 100
Lumber DOL 1 25 BC 043 Vert(CT) 007 6-7 999 180 BCLL 0.0
Rep Stress Incr NO WB 036 Horz(CT) 001 5 n/a n/a BCDL 100 Code
FOC2017lrPI2014 Matnx-MS Weight 42 lb FT = 20% LUMBER- BRACING - TOP
CHORD 2x4
SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD 2x4
SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP
No.3 REACTIONS. (lb/size)
4=128/Mechanical, 2=511/0-5-11, 5=328/Mechanical Max Horz 2=
142(LC 8) Max Uplift 4-
70(LC 8), 2=148(LC 8). 5=-69(LC 8) FORCES. (lb) - Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-
3=775/136 BOT CHORD 2-
7-208/708, 6-7=208/708 WEBS 3-7=
0/275, 3-6=769/225 NOTES- 1) Wind:
ASCE
7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps(; BCDL=3.Opsf; h=25ft; 8=45ft; L=24ft; eave=oft; Cat. 11; Exp B;
Encl., GCpi=0.18; MWFRS (directional); 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 loadof 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) Referto
girder(s) for truss to truss connections 5) Provide mechanical
connection (by others) of truss to bearing plate capable of withstanding 70 lbuplift at joint 4, 148 lb uplift at joint 2 and 69
lb uplift at joint S. 6) Hanger(s)
or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 11 Ile up at 1-6-12,
3 lb down and 11 lb up at 1-6-12, 3 lb down and 44 lb up at 4-4-12, 31b down and 44 Ile up at 4-4-12, and 27 lb down and 77 lb up
at 7-2-11, and 27 lb down and 77 Ile up at 7-2-11 on top chord, and 2 lb up at 1-6-12, 2 Ile up at 1-6-12, 5 lb down at 4-4-12,
5 lb down at 4-4-12, and 20 Ile down at 7-2-11, and 20 lb down at 7-2-11 on bottom chord The design/selection of such connection device(s)
is the responsibility of others. 7) Inthe
LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S)
Standard 1) Dead + Roof
Live (balanced): Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plf)
Vert: 1-4-
60, 5-8-20 Concentrated Loads (Ib)
Vert: 13=53(
F=27, 8=-27) 14=4(F=2, B=2) 15=10(F=5, B=5) 16=35(F=17, 8=17) This item has
been electronically signed and
sealed by ORegan,
Philip, PE using a Digital
Signature. Printed copies of
this document are not
considered signed and sealed
and the signature must be
verified on any electronic
copies. Philip J. aRegan
PE No.58126 Wait USA, Inc.
FL Cart 46U M Parke East
Blvd. Tampa FL 33610 Date: March 9,
2018
O WARNING - VaAIV
design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MIWQ] rov. 100119/2015 BEFORE USE. Design valid for
use only who MfTala® connectors. This design is based only upon parameters shown, and is for an Individual buddingcomponent, not a buss system.
Before use, the building designer must verity theapplicability ofdesign parametersandproperty incorporate this designInto the overall budding designBracing
indicated Is to prevent buckling of Individual buss weband/or chord members only Additional temporary and permanent bracing M iTek' is alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For generalguidance regarding the fabrication, storage, dallvery,
erection and bracing of trusses and buss Systems, See ANSUTPII Quality Coterie, OSS-89 and 13CSI Building Component 6904 Parks East Blvd. Safety Information available
from Truss Plane Institute, 213 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36810
Job Truss Truss Type City Ply Park Sq/Barcelona-A or C TRAY
T13452449
P2392ACT KJ7T SPECIAL 2 1
ob i all
Mid -Florida Lumber, Bartow, FL. 8 130 s Sep 15 2017 MiTek Industries, Inc. Fri Mar 9 10.52:27 2018 Page 1
ID:ItiEL2vgrkv4uEJUYC2iFzkFng-XWHeu3UAUkwt?w3LXdMdV 1i6b40?iwEGlaizcgao
1 5-0 3-2.2 6-4-11 9-10-13
1-5-0 3-2.2 3.2-9 3.6-1
i
4x4 =
Jar u
Scale = 1.21.4
3-2-2 i 84-t1 9.10.13
3.2.2 I
Plate Offsets (X.Y7— f2:0-4-3.Edael. [3.0-0-8.0-2-11
LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Vd PLATES GRIP
TCLL 20 0 Plate Grip DOL 125 TC 082 Vert(LL) -0 23 3-8 >521 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 092 Vert(CT) -0.47 3-8 >253 180
BCLL 00 Rep Stress Incr NO WB 0.30 Horz(CT) 018 6 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight: 40 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP DSS TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc purlins.
BOT CHORD 2x4 SP No 2 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
3.9: 2x4 SP No.3, 3-6: 2x4 SP No 1
WEBS 2x4 SP No 3
REACTIONS. (lb/size) 5=70/Mechanical, 2=500/0.5-11, 6=367/Mechanical
Max Horz 2=142(LC 8)
Max Uplift 5=-40(LC 8), 2=148(LC 8), 6=-101(LC 8)
FORCES. (Ib) - Max Comp /Max. Ten - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-1015/253
BOT CHORD 3-8=-312/978, 7-8=313/981
WEBS 4-8=-27/299, 4-7-1056/337
NOTES-
1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf,, h=25ft, B=45ft; L=24ft; eave=4ft, Cat
II; Exp B; Encl., GCpi=0.18; MWFRS (directional); 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-G-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 40 lbuplift at joint 5, 148 lb uplift at joint
2 and 101 lb uplift at joint 6 This item has been
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 11 lb up at electronically signed and1-6-12. 3 lb down and 11 lb up at 1-6-12, and 33 lb down and 76 lb up at 7-2-11. and 33 lb down and 76 lb up at 7-2-11 on top led b ORe anPhilip, PE seaY9, pi chord, and2lbupat1-6-12. 2 lb up at 1-6-12, at 4-4-12. at 4-4-12. and 2 lb down at 7-2-11, and 2 lb down at 7-2-11 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others. Using a Digital Signature. 7) In
the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Printed Copies Of this document are
not considered LOAD CASE(S) Standard signed and sealed and the 1) Dead + Roof Live (balanced) Lumber Increase=l 25, Plate Increase=l 25 be Uniform
Loads (plf) signature must verified Vert: 1-
3-60, 3-5-60, 9-10-20. 3-6=20 on any electronic copies. Concentrated Loads (
lb) Philip J.O'Regan PE No.S6126 Vert: 14=
66(F=33, B-33) 15=4(F=2, B=2) 17=2(F=-1, B-1) MITakUSA, Inc. FLCart 4634 6904 Puke feast Blvd.
TampaFL 33610Date: March 9,2018
QWARNING •
VoAly dmlpn paruttarara
and READ NOTES ON THIS AND INCLUDED AOTEK REFERENCE PAGE Aril-7472 rev. fO0312015 BEFORE USE. Oesign valid for use
only with MRekS Connectors This design is based only upon parameters shown, And I$ for an individual building component, ndi a truss system. Before
use. the budding designer must verify the applicability of designparameters and property incorporate this design intotheoverall buildingdesign Bracingindicated
is to prevent buckling of individual truss web and/or Nord members only. Additional temporary end permanent bracing Ml ek' is always rer uvedforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthelfabrication, storage, delivery, erection
and bracing of trussesand truss systems. weANSUTPI11 Quality Criteria, OSS49 and SCSI Building Component 8904 Parke East Blvd. Safety Information available fromTrussPlateInstitute. 216 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Dly Ply Park Sq/8afcelana-A or C TRAY
T13452450
P2392ACT M1 JACK 1 1
Referencecltioa
Mid -Florida Lumber, Bartow, FL. 8 130 s Sep 15 2017 MiTek Industries, Inc. Fri Mar 9 10:52:27 2018 Page 1
ID:IUEL2vgrkv4uEJUYC2jFzkFng-XtyfZHeu3UAUkwt?w3LXdMdbV47044hiwEGiaizcgao
5-0-0
54-0
3x4 =
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 00 Lumber DOL 1.25
SCLL 0.0 Rep Stress Incr NO
SCOL 10.0 Code FBC2017/TPI2014
2x4 II
5-0-0 —i5460
CSI. DEFL. in loc) Udefl Lid
TC 0.42 Vert(LL) 0.05 3.5 999 240
SC 0.86 Vert(CT) 0.10 3-5 592 180
WB 0.00 Horz(CT) 000 3 n/a n/a
Matnx-MP
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.2 BOT CHORD
REACTIONS. (lb/size) 1=513/0-3-8, 3=597/Mechanical
Max Horz 1=81(LC 8)
Max Uplift 1=110(LC 8), 3=177(1_C 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
Scale = 1:17 0
PLATES GRIP
MT20 244/190
Weight: 23 lb FT - 20%
Structural wood sheathing directly applied or 5-0-0 oc purtins.
except end verticals.
Rigid ceiling direly applied or 8-0.9 oc bracing.
NOTES-
1) Wind, ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=3.Opsf; h=25ft; 8=45ft; L=24ft; eave=oft; Cat.
II, Exp B. Encl., GCpi=0.18: MWFRS (directional); 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.Ops( on the bottom chord in all areas where a rectangle 3.6-0 tali by 2-0-0 wide
will rd 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 110 lb uplift at joint 1 and 177 lb uplift at
joint 3.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 116 lb down and 41 lb up at
1-1-13. and 606 lbdown and 181 lb up at 3-0-12 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)
Van. 1-2=60, 1-3=20
Concentrated Loads (lb)
Vert: 5-,116(B) 6=606(8)
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.68126
MTek USA, Inc. FL Cart 66U
6WParke East Blvd. Tampa FL 33610
Diu:
March 9,2018
QWARNING - Varffy deslgn paremafers and READ NorES ON TMS AND INCLUDED AUTEK REFERENCE PAGE 11110-7472 row. 18OW015 BEFORE USE.
Design valid for use only with Mrrak& connectors This design Isbased only upon parameters shown, andIs foran Individualbuilding component. not
a trusssystem Beforeuse, the budding designer mustverily theapplkabillty of design parameters and propertyIncorporate this design into the overall
wilding design Bracing Indicated Ill to prevent butNittg ofindividual trusswet) and/or chord members only Additional temporary and permanenttracing MTekIsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding me
labfkalldn, storage, delivery, erection and bracing oftrusses and truss systems, see ANSVTPI7 Quality Criteria, 03849 and SCSI Building Component 6904 Pence East Blvd. SafetyInformation available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq/Barcelona-A or C TRAY
T13452451
P2392ACT M2 JACK 1 1
Job Reference loptionall
Mid -Florida Lumber, Bartow, FL. 8 130 s Sep 15 2017 MTek Industries, Inc. Fri Mar 9 10:52:28 2018 Page 1
ID:IbEL2vgrkv4uEJUYC2jFzkFng-?4W2ndfXgoJLM4SBUnsm9Z9n17alpXxs8u?GK8zcgan
5-0.0
5.0.0
3x4 =
2x4 11
Scale = 1:17 0
LOADING (psf) SPACING- 2.0-0 CSI. OEFL. in loe) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.03 3-5 >999 240 MT20 244/190
TCOL 10.0 Lumber DOL 1.25 8C 044 Vert(CT) -0 O6 3.5 >972 180
BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a Ma
BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight. 23 Ile FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOT CHORD 2x6 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (Ib/size) 1=463/0-3-8, 3=349/Mechanical
Max Harz 1=81(LC 8)
Max Uplift 1=-121(LC 8). 3=125(LC 8)
FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown
NOTES-
1) Wind: ASCE 7-10: VuB=140mph (3-second gust) Vasd-108mph; TCOL=4.2psf, BCOL=3.Opsf; h=25ft; 8=45ft; L=24ft; eave=oft; Cat.
11; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber OOL=1.60 plate grip OOL=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 121 lb uplift at joint 1 and 125 lb uplift at
joint 3.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 235 lb down and 92 lb up at
0-10-12, and 188 lb down and 88 lb up at 2-10-12 on bottom chord The design/selection of such connection device(s) is the
responsibility ofothers.
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). This Item has been
LOAD CASE(S) Standard electronically signed and
1) Dead + Roof. Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 sealed by ORegan, Philip, PE
Uniform Loads (pto using a Digital Signature.
Vert: 1-2=60,1-3=20 Printed copies of this
Concentrated Loads (lb) document are not consideredVert: 5=235(F) 6=188(F) signed and sealed and the
signature must be verified
on any electronic copies.
Phdlp J. Mph PE No.Hild
WTek USA, Inc. FL rArt6614
6904 Parke East Blvd. Tampa FL n618
Oats:
March 9,2018
O WARNING - Vwfry design parameters and READ NOTES ON INS AND INCLUDED MITEK REFERENCE PAGE M&7473 rev. t 03/2015 BEFORE USE.
Design valid for use only with MITeltoo connectors. This design is based only upon parameters shown. and is foran vidWual budding component, not
a truss system. Solaro use, the building designer must wanly the applicability ofdesign parameters and property incorporate this design into the overall
budding design Bracing Indicated Is to prevent bucaing of bidtvidual Coss web and/or chord members only Additional temporary and permanent bracing M iTek' is always required for stability and to prevent Collapse with possible personal Injury and property damage. Far general guidance regarding thefabrication, storage. delivery, erection and bracing of trustee and was systems, see ANSIRPI1 Ouallty Criteria, OSS29 and SCSI Building Component 6004Perk* East BlvdSalaryInformationavailablefromTrussPlateInstitute, 216 N. Lea Street. Suite312. Alexandria. VA22314 Tampa, FL 36610
Job 1. Truss Truss Type Ory Ply Park Sq/Balcelona-A or CjRAYT13452380
P2392ACT
Al HIP 1 o
mia-
r-tonaa Lumber, lsariow, I•L. 4.
9-11 THIS
TRUSS IS NOT SYMMETRIC. PROPER
ORIENTATION IS ESSENTIAL. a.
130 s Sep 15 z017 Mil ek Industn@a, Inc. Fn Mar 9 10:51:22 2018 Page 1 4-
3-3 3-6-0 4J-3 0111 =
4x5
4
5 4-
3.3 4-9-11 Scale -
1:50.9 19 -- --
14 -- -- 13 -- -- 12 -- -- 11 -- -- --to - -- g -- -- 4x10 =
34 11 7x6 = 4x5 = 3x8 = 74 = 2x4 II 4x10 LOADING (
psf) SPACING- 2-0-0 CS1. OEFL. in (loc) Udefl Ud PLATES GRIP TCLL
200 Plate Grip DOL 1.25 TC 0.81 Ven(LL) -0.23 12-13 >999 240 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.46 12-13 >792 180 BCLL
0.0 Rep Stress Incr NO WB 0.63 Horz(CT) 0.13 8 n/a n/a SCOL
10.0 Code FBC2017frPI2014 Matnx-MS Weight: 398 lb FT = 204,6LUMBER-
BRACING - TOP
CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-12 cc purlins. BOT
CHORD 2x6 SP OSS -Except- BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. 10-
13: 2x6 SP No.1 WEBS
2x4 SP No 3 REACTIONS. (
lb/size) 1=6305/0-3-8, 8=601 1 /Mechanical Max
Horz 1=137(LC 7) Max
Uplift 1=1760(LC 8). 8=1695(LC 8) FORCES. (
lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP
CHORD 1-2=11838/3391. 2-3=9838/2913, 3-4=7860/2387. 4-5=7140/2203, 5-6=7969/2413, 6-
7=10128/2961, 7-8=12088/3443 BOT
CHORD 1.14=2985/10568, 13-14=2985/10568, 12-13=2474/8723, 11.12=1954/7033, 10-
11=2517/8978, 9-10=3031/10793. 8-9=-3031/10793 WEBS
2.14=-373/1607, 2-13=2070/572, 3.13=-692/2475, 3.12=2573/793, 4-12=933/3087, 4-
11=139/367, 5-11=990/3329, 6.11=-2801/819, 6-10=724/2729, 7-10=2031/576, 7-
9=375/1568 NOTES-
1)
2-ply truss to be connected together with IOd (0.131"xW) nails as follows: Top
Chords connected as follows, 2x4 - 1 row at 0-7-0 cc. Bottom
chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Webs
connected as follows, 2x4 - 1 row at 0-9-0 cc. 2)
All loads are considered equally applied to all plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated 3)
Unbalanced roof live loads have been considered for this design 4)
Wind: ASCE 7-10; Vu@=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCOL=3.Opsf; h=25ft; B=45ft; L=30ft, eave=oft; Cat. II;
Exp 8, Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1 60 plate grip OOL=1.60 5)
Provide adequate drainage to prevent water ponding. 6)
This truss has been designed for a 10.0 psf bottom chord live load nonconcurrerd 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)
Refer to girder(s) for truss to truss connections. 9)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=
1760,8=1695. This
item has been electronically
signed and sealed
by ORegan, Philip, PE. using
a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the signature
must be verified on
any electronic copies. Philip
J. O'ReganPE No.58126 INTak
USA, Inc. FL Cart 6634 6904
Paflu EastBlvd. Tampa FL 33610 Date:
March
9,2018 C'&
IM.VNAA9-RAry LW1. Parsmor4rsend READ NOTES ON T10S AND INCLUDEDMITEKREFERENCE PAGE MIF747J row. 100=015 BEFORE USE. Design valid
rot use only with MITek® connectors This design Is based only upon parameters shown, and is for an IndMdual budding component, not a truss
sysierllBefore use, the building designermust verify the applkaabdity of design parametersand property incorporate this design Intothe overall buildingdesign.
Bracing indicated is t0 prevent bueklMg of indMdual truss web and/or chord members only. Additional temporary and permanent bracing TTe A I.' M isalwaysrequiredforStabilityandtopreventCollapsewonpossiblepersonalinjuryandpropertydamage. For general guidanceregarding the 1 R fabrication. Storage,
delivery, erealon and bracing of Misses and Coss systems, sea ANSVTPII Quality Criteria, OSS49 and BCS1 Building Component so" pie FJSt Blvd. Safety InformationavailablefromTrussPlateinstitute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610
Job Truss Truss Type Qry Ply Park Sq/Barcelona-A or C TRAY
T13452380
P2392ACT Al HIP 1
b ( e c
Mid -Florida Lumber, Bartow, FL. al30130 a Sep 15 2017 MTek Industries, Inc. Fn Mar 9 10:51'zz zuia Yage z
IO:ItiEL2vgrkv4uEJUYC2iFzkfng-zNX5w2r7NW IRwPVdvgHUeOObX OLXh9zdOmOzzcgbp
NOTES-
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 640 lb down and 165 lb up at 0-4-0, 624 Ile down and 174 lb up at
2-4-0, 624 lb down and 174 lb up at 4-4-0. 624 lb down and 174 Ile up at 6-4-0. 619 lb down and 228 lb up at 8-4-0, 619 lb down and 210 lb up at 10-4-0, 616 lb down
and 209 lb up at 12.4-0, 611 lb down and 221 lb up at 14-4-0, 611 lb down and 221 lb up at 15-10-0. 616 lb down and 209 lb up at 17.10-0. 619 lb down and 210 lb up
at 19-10-0, 616 Ile down and 180 lb up at 20-7-4, 616 lb down and 180 lb up at 22-7-4. 616 lb down and 180 lb up at 24-7-4, and 616 lb down and 180 lb up at 26-7-4,
and 616 lb down and 182 Ib up at 28-7-4 on bottom chord. The designiselection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead r Roof Live (balanced): Lumber Increase=125, Plate Increase=l 25
Uniform Loads (plf)
Vert 1-4-60, 4-5=-60, 5-8=-60, 1-8=20
Concentrated Loads (lb)
Vert. 19=640(F) 20=624(F) 21"24(F) 22=-624(F) 23=-619(F) 24=619(F) 25=-616(F) 26=611(F) 27=611(F) 28=616(F) 29=619(F) 30=616(F) 31"16(F)
32=616(F) 33=616(F) 34=616(F)
0 WARNING - VmHy deftn parameters and READ NOTES ON THIS AND INCLUDED MITEX REFERENCE PAGE M8.7477 rev. IQ/M*15 BEFORE USE.
Design valid for use only with MtTepa Connectors This design is based only upon parameters shown, and is foran Individual bidding camponem, not
a truss system. Before use, the budding designer must verity the applicability of design parameters and property Incarporsta this design hmo ine overall
budding design. Bracing indicated Isto prevent bucyting of IrWlvutu9l buss web andlor chord members only. Additional temporary and permanent bracing MTek• Is always required for stabilityandtoprevent Collapse with possible personal Inprry and propertydamage. For generalguidance regarding the
fabrication, storage, delivery, erection are bracingof trusses and truss ay9tems, lee ANSVrpn Quality Criteria, 05849 and SCSI Building Component 6904 Ps" past Bad.
Safety Information available from Togs Plate InstrtNa, 218 N. Lea Street, Suite 312. Maxondna, VA 22314. Tampa FL 36610
Job Truss Truss Type Qry Ply Park Sq/8arcelona-A or C TRAY
T13452381
P2392ACT i A2 HIP 1 1 ReferenceIJob
Nita-rionda Lumber, Carlow, rL. a.I3u s bep IS zuI r Mt I ex Industries. Inc. I•n Mar 9 10 51:22 2U1a Page 1
6-2-0 5-8-12
5x5
5x5 =
3 21 22 23 4
6-3.4
Scale = 1.52.2
Iz II __ '- 9 a
3x4 = 1x4 II 3x4 = 3x4 — 3xB = Ix4 II 3x4 =
LOADING (psf) SPACING- 2-0-0 CSt. DEFL. in (loc) UdeO Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Ven(LL) 0.05 12-15 999 240
TCOL 10.0 Lumber OOL 1.25 BC 0.44 Ven(CT) 0.11 12.15 999 180
BCLL 0.0 Rep Stress Incr YES WS 0.46 Horz(CT) 0.02 9 n/a n/a
BCOL 10.0 Code FBC2017/rP12014 Matnx-MS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No 2
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 1=587/Mechanical, 9=157510-3-8, 6=312/0-3-8
Max Horz 1=132(LC 10)
Max Uplift 1=143(LC 12). 9=-365(LC 12), 6=109(LC 12)
Max Grav 1=615(LC 21), 9=1575(LC 1), 6=369(LC 22)
PLATES GRIP
MT20 244/190
Weight: 152 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-5-11 oe purlins.
80T CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 3-9
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=956/312, 2-3=424/198. 3.4=0/407, 4-5= 78/539, 5-6=271/136
80T CHORD 1-12=194/827, 11-12=194/827, 9-11=0/317
WEBS 2-12=0/251, 2-11=588/261, 3-11=89/461, 3-9=912/314. 4-9=-550/243, 5-9=686/260,
5-8=0/251
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind, ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; SCOL=3.Opsf, h=25ft, B=45ft; L=30f1; eave=oft; Cat.
11, Exp B; Encl., GCpi=0.18: MWFRS (directional) and C-C Extenor(2) 0-0-0 to 3-0-3, Interior(1) 3-0-3 to 12-0-0. Extenor(2) 12-0-0 to
22-5.3, Intenor(1) 22-5-3 to 31-2-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber OOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10 Opsf.
6) Refer to girder(s) for truss to truss connections
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at loint(s) except (it=lb)
1=143,9=365,6=109
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
PhUlp J. VRegan PE No.S6126
MITak USA, Inc. FL Cart 6636
6SU Parke Eaet Blvd. Tampa FL 33610
Data:
March 9,2018
A WARNING - VrHy design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M147473 rev. 10/0=015 BEFORE USE.
Designvalidforuse onlywon MITek® connectors. This design Is based only upon parameters drown, and is for an individual building component. notatrusssystemBeforeuse, thebudding designer must verity the applicability ofdesign parameters and property incorporate Nm isdesignIntoeoverall budding
design Bracing indicated Is to prevent buckling of Individual toes web andler chard members only. Additional temporary and permanent bracing M iTek' lealwaysrequiredrequiredforsubdityandtopreventcollapsewdnpossiblepersonalinjuryandpropertydamage. For general guidance regarding thefabrication,
storage, delivery, erection and bracing of trusses end truss systems, ace ANSUTPI1 Quality Criteria, 03849 and SCSI Building Component as" Puke East Blvd SafetyInformationavailablefromTonsPlateInstitute, 218 N Lee Street. Suite 31Z Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type City Ply Park Sq/Barcelona•A or C TRAY
T13452382
P2392ACT A4 HIP 1 1
ob e all
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fn Mar 9 10.51:23 2018 Page t
ID:IbEL2vgrkv4uEJUYC2ifzkfng-P25T80s18p62.34 hMBWtsze wNg4xwCHmJYPzcgbo
5.9-4 t1-0-0 15-1-0 19-2-0 24 L 2 30-2-0 31.2 Q
5.9.4 5-2-12
i 4.1-0 4-1-0 5-2.12 I 5-9-4
4x4
3x4 = 4x4 =
Scale - 1:51.2
12 tt "' 10 9
3x4 = 1x4 II 5xS = 3xS = 1x4 II 3x4 =
5-94 11.0.0 15-t-0 18-10.0 19.2T 244-12 0-2-0 ltII5.9.4 5.2-t2 4-1-0 ]-9-0 0-4-0 5.2.12 5-9
Plate Qffsets (X.Y1- 111:0-4-0.0-3-01
LOADING (pso SPACING. 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1 25 TC 0.45 Ven(LL) -0.09 10-11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.18 10-11 >999 180
BCLL 0.0 Rep Stress Ina YES WB 0.79 Horz(CT) 0.02 10 n/a n/a
BCOL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 166111 FT - 20eb
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.4-9 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 1=616/Mechanical, 10=1595/0-3-8, 7=262/0.3-8
Max Horz 1=122(LC 10)
Max Uplift 1=151(LC 12), 10=367(LC 12). 7=99(LC 12)
Max Grav 1=641(LC 21). 10=1595(LC 1). 7=317(LC 22)
FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=1039/351, 2-3--543/234, 3-4=411/257, 4-5=-30/471, 5.6=981572
BOT CHORD 1-12=234/892,11-12=234/892
WEBS 2-11=-546/255, 5-10=-475/195, 6-10=5471254, 4-11=161/570, 4-10=-884/336
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCOL=4 2psf, BCOL=3 Opsf; h=25ft; B=45ft; L=30ft; eave=oft; Cat.
II; Exp 8; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-3, Interior(1) 3-0-3 to 11-0-0, Exterior(2) 11-0-0 to
23-5-3• Interior(1) 23-5-3 to 31-2-0 zone,C-C for members and forces 3 MWFRS for reactions shown; Lumber OOL=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 fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been
will fit between the bottom chord and any other members, with SCOL =10 Opst. electronically signed and6) Refer to girder(s) for truss to truss connections. sealed by ORegan, Philip, PE7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (P=lb)
1=151, 10=367. using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
Ohp n eNSes. erPhilip .ateq 812 MiTek
USA, Inc. FL Cart $634 6904
Parke EEaet Blvd. Tampa FL 3M10 Data:
March
9,2018 O
WARNING • Vanity dm/an parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE UX7473 ray. 100=015 BEFORE USE. Design
valid for use only with MITek® connectors. This design is based ony upon parameters shown, and Is for an IndMdual building component, not a
truss system. Before use, the budding designer must vent' the applkabtaty, of design parameters and property mcdrperate this design Into the overall budding
design Bracing indicated Isto preventbuckling of individual truss weband/orchord members only Additional temporaryand permanentbracing M iTek' IsalwaysrequiredforStabilityandtopreventcollapsewithpossiblepersonalinjuryendpropertydamage. For general guidanceregarding the fabrication.
storage• delivery, erection and bracing of trusses and truss systems, see ANSUTPN Quality Criteria, OSBa9 and BCSI Building Component 69" Parke East Blvd Safety
Information available from Truss Plate Institute, 218 N. Lee Street. Suite 31 ZAlexandne. VA 22314 Tampa, FL 36610
t
Job Truss Truss Type Oy Ply Park Sq/Barcelona-Aor CTRAY
T13452393
P2392ACT A5 HIP 1 1
o Goall
Mid -Florida Lumber, Bartow, FL.
4.9-4
4-9.4
I
ID
4-2-12 6.1-0
8.130 s Sep 15 2017 MTek Industries. Inc. Fn Mar 9 10:51:24 2018 Page 1
bEL2vgrkv4uEJUYC2jFzkFng-tmfrLktNv7EOgE2ukKi123Wp7KeKpSrt20xVt4rzcgbn
t1-2-0 25-4.12 30.2.0 31.2-Q
6.1-0 4-2.12 4-94 1-"
Scale = 1:51 1
4x4 = 3X8 = 40 =
3 20 21 4 22 23 5
12 11 10 9
34 =1 3x6 = Sx5 = 3x8 = 3xS
I
9-0-0 15-1.0 1&10.0 21.2-0 30-2.0i9-0-0 6-1-0 3.9-0 2.4-0 9-"
Plate Offsets (kY1- f1:0-8-0.0-0-141.f7:041-0.0.0-14),111:0-2-8.0-3.01
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl L/d
TCLL 200 Plate Grip DOL 1 25 TC 0.50 Vert(LL) 0.16 9-18 868 240
TCDL 10.0 Lumber DOL 1.25 SC 0.82 Vert(CT) 0.37 9-18 369 180
BCLL .00 Rep Stress Incr YES WB 053 Horz(CT) 0.07 7 n/a n/a
BCDL 10.0 Code FSC2017rTP12014 Matrix -MS
LUMBER- I BRACING -
PLATES GRIP
MT20 244/190
Weight: 149 lb FT = 20%
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins.
BOT CHORD 2x4 SP No.1 80T CHORD Rigid ceiling directly applied or 8-4-9 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 1=1072/Mechanical, 7=1049/0.3-8, 10=353/0-3-8
Max Horz 1=101(LC 10)
Max Uplift 1=-254(LC 12), 7=277(LC 12). 10=-86(LC 12)
i
FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown
TOP CHORD 1-2=1983/711, 2-3--1683/595, 3-4=1461/580, 4-5=1250/505, 5-6=1452/514,
6-7=1765/634
BOT CHORD 1-12=564/1751. 11-12=413/1573, 10-11=413/1573, 9.10=413/1573, 7.9=505/1562
WEBS 2-12=3441226, 3.12=105/479, 4-12=264/76, 4-9=502/175, 5-9=65/407, 6-9=
364/233 NOTES- 1)
Unbalanced
roof live loads have been considered for this design. 2) Wind,
ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=25ft; 8=45ft; L=30ft; eave=4ft; Cat. II; Exp
8; Encl., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-3. Interior(1) 3-0-3 to 9-0-0, Exterior(2) 9-0-0 to 25-6-
11, Intenor(1) 25-6-11 to 31-2-0 zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber COL-1.60 plate grip OOL=
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. This Item has been 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 tallby 2-0-0 wide electronically signed and will fitbetweenthebottomchordandanyothermembers6) Refer
to girder(s) for truss to truss connections. sealed by ORegan, Philip, PE 7) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) using a Digital Signature. 1=254,
7=277. Printed copies of this document are
not considered signed and
sealed and the signature must
be verified I on
any electronic copies. Philip J.
altegan PE No.S6126 NIRak USA,
Inc. FL Cart 66U 6904Parka
Estill Blvd. Tampa FL 33610 Date: March
9,
2018 AWARNING - VrNy
design parameters and READ NOTES ON T10S AND INCLUDED MITEK REFERENCE PA E 1101/47472rev. 1ei02/2015 BEFORE USE. Oesign valid
for use only with MfTekta connectors This design is based only upon parameters shown, and Is for an individual building component, not a waitsystem. Beforeuse, thebuilding designer must vent' me applicabilityof designparametersand properly Incorporate this designinto meoverallbutding design.
Bracing Indicated Is to prevent buckling of Individual trussweb and/or Chord members only. Additional temporary and pennanere bracing MiTek' Is akvaysrequiredforstabilityandtopreventCollapsewithpossiblepersonalinjuryandpropertydamageforgeneralguidanceregardingthefabrication, Storage,
delivery, erection and bracing of trusses and trusssystems, "a ANSUM111 Quality Criteria, OSS49 and SCSI Building Component SSW Parke East alw Safety Information
available from Thus Plate Institute. 21a N. Lae Street, Suite 312. Alexandria. VA 22314. Tampa, FL MOW
t
Job Truss Truss Type Oty Ply Park Sq/Bareelona-A or C TRAY
T13452384
P2392ACT A6 HIP 1 1
Job Reference lontionall
Mid-Flonda Lumber, Bartow. FL. e.IJU s Sep 15 2U77 Mi tek Industries, Inc. I-n Mar 9 lU'512b 2U1e Pagel
ID-16EL2vgrkv4uEJUYC2jFzkf ng-gSmcmQveRkVBwYiGsliDeUb5x8OPHG6kuF_9kzcgbs
1-0 18 8-0 23.2-0 2t1-4-12 30-2-0 31-2 0
1-0 0 3-l14 }2-12 4 6-0 3 7-0 3 7-0 4$-0 3 2-12 3 9_4 1-0-0
Scale - 1:52.4
1.SX4 11 4xe = 1 5X4 11 4xe =
16 -- --is -- 14 — 13 - 12
3x4 = 3x4 = 6x8 = 5X5 = 6x8 = 3x4 = 3x4 =
7-0-0 4b-0 3.7-0 3-7-0 4-5-12 7-0-0
Plate Offsets (X.Y)- 14:0-5-4.0-2-01.(8:0.5-4.0-2.01.114:0.2.8.0.3.01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d
TCLL 200 Plate Grip DOL 125 TC 073 Vert(LL) 0.05 16-19 999 240
TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(CT) 0.12 16-19 999 180
BCLL 00 Rep Stress Ina NO WB 0 93 Horz(CT) 0.03 10 n/a n/a
BCDL 10.0 Code FBC2017frPI2014 Matnx-MS
LUMBER- BRACING -
PLATES GRIP
MT20 244/190
Weight, 161 lb FT = 20%
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-5 oc purlins.
80T CHORD 2x4 SP No.1D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=107610-3-8, 13=2996/0-3-8. 10=364/0-3-8
Max Horz 2=82(LC 7)
Max Uplift 2=-326(LC 8), 13=-880(LC 8). 10=117(LC 8)
Max Grav 2=1086(LC 17), 13=2996(LC 1). 10=382(LC 18)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3-1920/562, 3-4=1711/512, 4-5=-1191/397, 5.6=-1191/397, 6-7=272/1116,
7-8=272/1116, 9-10-389/107
BOT CHORD 2-16=435/1694, 15.16=361/1513, 14-15=-68/282, 13-14=68/282. 10-12=31/336
WEBS 3.16=273/109, 4-16-731641, 4-15=-426/112, 5-15=490/251, 6-15=384/1293.
6-13=1914/558, 7-13=512/258. 8-13-1537/439, 8-12=75/644, 9-12=279/118
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vuk=140mph (3-second gust) Vasd=108mph. TCDL=4 2psf; BCDL=3 Opsf; h=25ft; 8=45ft; L-3011; eave=4ft; Cat.
II; Exp 8; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gnp 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 This item has been
will fit between the bottom chord and any other members. electronically Signed and6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) d bY ORe9 p, PEsealedan, Philip, 2=326, 13=880,10=117
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 lb down and 206 lb up at using a Digital Signature.
7-0-0. 97 lb down and 106 lb up at 9-0-12. 97 lb down and 106 lb up at 11-0-12, 97 lb down and 106 lb up at 13.0-12, 97 lb down Printed copies of this
and 106 lb up at 15.1-0. 97 lb down and 106 Ib up at 17-1-4, 971b down and 106 lb up at 19-1-4, and 97 lb down and 106 lb up at document are not considered21-1-4, and 189 lb down and 206 lb up at 23-2-0 on top chord, and 327 lb down and 97 lb up at 7.0-0, 66 lb down at 9-0-12, 66 lb signedred and sealed and thedownat11-0-12, 66 lb down at 13-0-12, 66 lb down at 15-1-0, 66 Ib down'at 17-1-4, 66 Ib down at 19-1-4, and 66 Ib down at
be21-1-4, and 327 lb down and 97 Ib up at 23-1-4 on bottom chord. The design/selection of such connection device(s) is the Signature must Verified
responsibility of others. on any electronic Copies.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). Philip J. ORegan PE No.58126
Wak USA, Inc. FL Cart 6634
LOAD CASE(S) Standard 69W Parka Ent Blvd. Tampa FL 33610
1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Date:
Uniform Loads (plq March 9,2018Vert: 1.4=60. 4-8=60, 8-11=60, 17-20=20
CatlAllPQ R-RA& Lt. param. and READ NOTES ON TWS ANDINCLUDED AIITEKREFERENCE PAGE A01*7472 rev. l"V2015 BEFORE USE.
Design valid rot use only wdh MlTekm connectors. This design is based only upon parameters shown, and Is for an Individual budding component, not
a truss System. Before use, the budding designer must verify the applicability of design parameters and property Incorporate this design into the *voted
budding design. Bracing indicated is to prevent buckling of individual buss web andfor chord members only. Additional temporary and permanent bracing M iTek' is always fer uired for stablliry, and to prevent collapse with possible personal Injury and property damage For general guidance regarding the
fabdeatlon, storage. dellwry, erection andbracingoftrussesand trusssystems. See ANSVTPII Quality Criteria, OSa4g and SCSI Building Component 63W Parke East BhdSalaryInformadonavailablefromTrussPlateInstitute. 216N LeeStreet. Suite 31ZAlexandne. VA 22314. Temps. FL 36610
Job Truss Truss Type Qty Ply Park ScifBarcelarw-AatC TRAY
T13452384
P2392ACT A6 HIP 1 1
all
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fn Mar 9 10:51:26 2018 Page 2
ID:IUEL2vgrkv4uEJUYC2lFzkFng-g8mcmOveRkVBwYiGsli0eUb5x8QPHG6kuF_9kzcgbl
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 4=142(F) 8=142(F) 16-327(F) 14=41(F) 6=-97(F) 12-327(F) 23-97(F) 24=-97(F) 25=-97(F) 26=97(F) 27=-97(F) 28=-97(F) 29=41(F) 30=41(F)
31=41(F) 32=41(F) 33=41(F) 34= 41(F)
0 WARNING - Vwffy design parameters and READ NOTES ON TNIS AND INCLUDED NITEK REFERENCE PA E N&7473 raw. 146=0/6 BEFORE USE.
Desrgnvalid foruseonlywith MITek® connectors. Thisdesign Is based onlyupon parameters shown, andis foran miltMuslbudding component, his
a truss system. Before use, the budding designer must verity me applicability of design parameters and properly incorporate this design into theoverall
budding design. 8raung indicated Is to prevent buckling ofIndividual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage• delivery• erection andbracing of trussesand truss systems. see ANSVrPl1 Quality CAtorla, 03849 andSCSI Building Component 6904 Parke East Blvd. Safety Information available from TwoPlate Institute, 218 N. LeaStreet. Suite 312, Alexandria. VA 22314 Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq/Barcelona-A or C TRAY
T13452385
P2392ACT 81 SPECIAL 1
b e all
Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Mar 9 10:51:27 2018 Page 1
IO:16EL2vgrkv4uEJUYC2iFzkfn94LK zmvGB2d9XiHSPTGSBi800YhFOiqu7vkXhAzcgbk
1.0.0 4.4.11 5.6.15 fY2.11 12.1-0 1 -7 14.5d 16.11-4 19-2-4 21-8-4 24.4.0
1-0-0 4-4-17 2.7.15 3.10.3 1-9-12 ' 2L 2-3-0 2-8-0 2-7-12
1.Sx4 =
1.Sx4 II
5 1.5x4 It
3x4 = 19 la 17 Its 15 14 13 12
2.4 II exlo = 2x4 II exe = 2x4 II 20 II 8xS = 3x4 II
LOADING (psQ SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.00
TCOL 10.0 Lumber OOL 1.00
BCLL 0.0 Rep Stress Incr NO
SCOL 10.0 Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP No 2 'Except'
6-11: 2x4 SP No.1
BOT CHORD 2x6 SP No.2 'Except'
12-18: 2x6 SP DSS
WEBS 2x4 SP No.3 *Except*
6-18: 2x4 SP No.2
REACTIONS. (lb/size) 12=1607/0-4-0, 2=1448/041-0
Max Horz 2=187(LC 12)
Max Uplin 12=79(LC 12), 2=176(LC 12)
Max Grav 12=1972(LC 2), 2=1518(LC 17)
Scale = 1:47 3
CSI. DEFL. in loc) Udell Ud PLATES GRIP
TC 0.94 Vert(L-) -0.42 16-17 >697 360 MT20 244/190
BC 0.74 Vert(CT) -0.80 16-17 >361 240 MT20HS 187/143
WB 0 96 Horz(CT) 0.06 12 n/a n/a
Matrix -MS Weight: 314 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-1-8 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing
FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=2898/684, 3-4=26311664, 6-7=11590/2868. 7-8=11590/2868, 8-9=896211904,
9-10=4075(751, 10-11-4075f7SI, 11-12=1680/305
BOT CHORD 2.19=-778/2579, 18-19=778/2579, 17-18=3038/11202, 16-17=-3126/11496,
15-16=1904/8962, 14-15=-1904/8962, 13-14=1904/8962, 12-13=55/303
WEBS 6-17-6171223, 7-16=586/168, 8-15=1028/309, 9-14=32911286, 6-16=335/401.
8-16=-1033/2814, 11-13=746/4039, 9-13=-5268/1235, 4-18=940/3539, 6.18=9284/2467,
3-18=339/130, 4-6=3471/1012
NOTES-
1) 2-pry truss to be connected together with 10d (0.131"x3") nails asfollows:
Top chords connected as follows. 2x4 - 1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind, ASCE 7-10; VuK-140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft. L=24ft; eave=oft; Cat.
II; Exp 8; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0-0. Intenor(1) 2-0-0 to 11-11-4, Exterior(2) 12-1-0
to 15-1-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
5) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * 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.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (It -lb)
2=176.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J.ORegan PE Na58126
Wilk USA, Inc. FL Cart 4634
6904 Parke East Blvd. Tampa FL U610
Oats:
March 9,2018
Q TOVIMT DanryV 7/paralbatbrlPr fd'RE7f XI 'ON 7F05 AND INCLUDED MITEK REFERENCE PA E M8.74" row. 14012016 BEFORE USE.
G ittf N6AlOfb fL9®6rt with MRek®Connecton This design is based only upon parameters shown, andafor an individual budding Component, Me
a truss system. Before use, me budding designer must Va" the appika iddy ofdesign parameters and property Incorporate this design Into the overall
budding design. BractIndicated is to prevent buckling of inoividualtruss web andior chain membirs only Additional temporary and permanent braang MiTek' IsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the ' febrlomion,
storage, delivery, erection and bracing of trussedand truss systems, see ANSVIPI1 Ouslily Cottons, OSS49 and SCSI Building Component 6904 Parka Fast Bled. SafetyIrdormadonavadabiefromTeasPlateInsihute. 218 N. Lee Sbaet, Suite 31Z Alwaidda, VA =14 Tampa, FL 36610
Jab Truss Truss Type Qty Ply Park Sq/Barcelona•A or C TRAY
T13452385IP2392ACT81SPECIAL12
Mid-Flonda Lumber, Bartow. FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Mar 9 10.51-27 2018 Page 2
ID:IUEL2vgfkv4uEJUYC2iFzkfng-ILK zmvGB2d?XiHSPTGSBi8DOYhFOiqu7vkXhAzcgbk
LOAD CASE(S) Standard
1) Dead +Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (pit)
Vert: 1-5=60, 6-11=90, 2-12=20
Concentrated Loads (lb)
Vert: 25=706
0 WARNINO•VarHydWpn paramarms and READ NOTES ON TldS AND INCLUDED daTEK REFERENCE PACE AI11-7473 ray. fdOL20f6 BEFORE USE.
Design valid for use only with MrTek* connectors This design is based only upon parameters stawn, and is for an rndWual budolng component, not
a tress system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall
budding design. Bracing radiated Is to prevent buclriing ofindividual buss web and/or Nord members only Additional temporary and permanent bracing MiTek' is always required for Stability and to prevent collapse with possible personal Injury and propertydamage For general guidance regarding the
fabrication. Storage, delivery, erection and bracing of trusses and truss systems, see ANSU1P11 Quality Criteria, OSB49 and SCSI Building Component 6904 Parke East BlvdSafetyInformationavailablefromTensPlateInstitute, 218 N. LeeStreet, Suite 312. Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq/B_amxlona-A or C TRAYI T13452386
P2392ACT 82 SPECIAL 1 n
Job Reference (optionali
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Mar 9 10.51:28 2018 Page 1
ID:16EL2vgrkv4uEJUYC2lFzkFng-mXuMB6wuyMls9rst AnhjvgN6x2H19o1LZT4Ddzcgbj
1-0-0 5-94 11-0.0 12-7-0 14.11.12 17-5.12 19.24 21-0-4 244-0
1-0-0 5.94 52-12 1-7-0 244 280 1$8 26-0 2-7-12
5x8 = 3x4 II
Scale - 1:42.8
2x4 II US Sx10 = 4x4 II US = 2x4 II 2x4 II axe = 30 II
I 5.94 11-0-0 12-7A 11.12 1 17-5-12 , 19-24 21-8-4 244-0
5-9-4 5-2.12 1.7A 244 2.6.0 1•e-9 280 2-7.12
LOADING (psi) SPACING- 2-0-0 CSI.
TCLL 20.0 Plate Grip DOL 1.00 TC 0.94
TCDL 10 0 Lumber OOL 1.00 BC 0.69
BCLL 0.0 Rep Stress Incr NO WB 0.98
BCOL 10.0 Code FBC2017/TP12014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2 'Except'
12-19. 2x6 SP OSS
WEBS 2x4 SP No. 3'Except'
5-17,4-18,6-18: 2x4 SP No.2
DEFL. in (loc) Udell L/d PLATES GRIP
Vert(LL) .0.45 16-17 >650 360 MT20 2441190
Vert(CT) -0.87 16-17 >334 240
Horz(CT) 0.06 12 n/a n/a
Weight. 301 Ill FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 1-11-14 cc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 9-10-1 cc bracing
REACTIONS. (lb/size) 12-1597/0-4-0, 2=1456/0-8-0
Max Horz 2=324(LC 12)
Max Uplift 12=100(LC 12), 2=166(LC 12)
Max Grav 12=1993(LC 17),2=1549(LC 17)
FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3046r702, 34=2350/542, 6-17=-437/191, 6-7=-11474/2937. 7-8=11474/2937,
8-9=8986/2008,9-10=-4121/818,10-11=4121/818,11-12=-1684/329
BOT CHORD 2-20=-982/2813, 18-20=982/2813, 17-18=3332/11833, 16-17=-3590/12573,
15.16=2008M986, 14-15=2008/8986, 13-14=2008/8986, 12-13=58/301
WEBS 3-20=36/380, 3-18=-747/283, 4-18=2042/7526, 4-6=6957/2050, 6-18=11674/3135.
7-16=353/44, 8- 15= 1006/318, 9-14=356/1336, 6-16=1271/699, 8-16=994/2665,
11-13=814/4091, 9-13=5211/1275
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"xYj nails as follows:
Top chords connected as follows: 20 - 1 row at 0-7-0 cc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-94) cc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 cc, Except member 18-6 2x4 - 1 row at 0-7-0 cc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
Ply connections have been provided to distribute only loads noted,as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; VuK=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=3.Opsf,, h=15ft: B=45ft; L=24ft: eave=oft: Cat.
II; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0. Interior(1) 2-0-0 to 11.0-0. Exterior(2) 11.0.0 to
12-5-12, Interior(1) 12-5-12 to 24-2-4 zone;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1 60 plate
grip DOL=1.60
5) Provide adequate drainage to prevent water ponding.
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 ofwithstanding 100 Ill uplift at joint(s) 12 except (jt=lb)
2-166. 1
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such
C W/f .1f ramarma and READ MOTES ON 710S AND IMC1UDE0AOTEK REFERENCE PAGE A1104477 roc. 100=015 BEFORE USE.
a all® mnrtatdors. This design isbasedany, iduponparametersdown, and is foran Individualbuilding component, not
a truss "am Before use, the budding designer must verity the applicability ofdesign parameters and property Incorporate this design into the overall
budding design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary end permanent bracing
is always required forstabilityand toprevent collapse with possible personalmfury and propertydamage For generalguidance regarding the
fabrication. Storage, delMry. erectionand bracing oftrusses and truss systems, sae ANSUTP11 Quality Criterta, OSS419 and SCSI Building ComponentSafetyInformationavailableItemThusPlateInstitute, 210 N Lee Street, Suite 31Z Alexandria, VA 22314.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. altegan PEN AU$
MiTok USA, Inc. FL Cart4634
M Parke Ead Blvd. Tampa FL 33610
Will:
March 9,2018
MiTek'
6904 Parke Fast Blvd
Tampa, FL 36810
Job Truss Truss Type oty Ply Park Sq/Bamxlona-A or C_TRAY
T13452386IP2392ACT82SPECIAL1A
all
Mid-Flonda Lumber, Bartow, FL.
LOAD CASE(S) Standard
1) Dead Roof Live (balanced), Lumber Increase=l 00. Plate Increase=1.00
Undorrn Loads (plf)
Vert. 1-4=60, 4-5=60, 6-11=90, 2-12=-20
Concentrated Loads (lb)
Ven: 6-706
8 130 s Sep 15 2017 Mirek Industries, Inc. Fn Mar 9 10:51:28 2018 Page 2
ID IUEL2vgrkv4uEJUYC2ifzkfng-mXuM86wuyMls9rsfzAnhivgN6rr2H19o1LZT4Ddzegbl
O WARNING • Vanfy design parameters and READ NOTES ON THIS AND INCLUDED a6TEK REFERENCE PAGE 11047473 rev. 1""616 BEFORE USE.
Design valid for use only with MlTekm connectors This design is based only upon parameters shown, and is for an individual budding component, notatrusssystem. Before use, the budding designer must Verify theapplicabilityOfdesign parameters and property incorporatethis designIntothe overall
budding design. Bracing Indicated is to prevent buckling OfIndividual truss wee anwor Wordmembers only. Additional temporary and permanent bracingMiTek' rs always required for stability and to prevent collapse with possible personal injury and property damage far general guidance regarding the
fabrication, storage, dellvery, erection and bracing of trusses and truss systems, see ANSUTPIt Oualhy Crherla, OSS49 and SCSI Building Componont 6904 Parks East Blvd. Safety Information availablefrom Truss Plate Insth se, 218 N Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type City Ply Park Sq/Barcelona-AorC TRAY
T13452387IP2392ACT83SPECIAL1ilk
all
Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek
1.0-0 ' 4.9-4 4-2.12 3-7.8 2.4.4 2.6-0 1$-8
axe =
24
1.Sx4 II
25 5
Inc. Fri Mar 9 10:51:29 2018 Page 1
2.7.12
Scale - 1:43 3
3x4 = 2x4 11 6x10 = 4x4 11 5x8 = 2x4 11 2x4 11 axe = 3x4 11
4-d-4 9-0-0 12.7A ' 0 14.11-12 17.5.12 19-2 21A-4 + 244-0
4-94 4.M 3-7$ 2 4 280 1AA 2.6-0 2-7.12
LOADING (psf) SPACING- 2-0-0 CSI.
TCLL 20.0 Plate Grip DOL 1.00 TC 095
TCDL 100 Lumber OOL 1.00 BC 0.75
8CLL 0.0 Rep Stress Incr NO WB 0.96
BCOL 100 Code FBC2017/TPI2014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP OSS 'Except'
2-18: 2x6 SP No.2
WEBS 2x4 SP No.3 'Except'
6-18: 2x4 SP No.2
REACTIONS. (lb/sae) 12=1597/)-4-0, 2=1456/0-8-0
Max Harz 2=263(LC 12)
Max Uplift 12=90(LC 9). 2=178(LC 12)
Max Grav 12=1981(LC 17). 2=1547(LC 17)
DEFL. in (loc) Well Ud
Vert(LL) -0 42 16-17 >699 360
Vert(CT) -0.80 16.17 >361 240
Horz(CT) 0.06 12 n/a Ma
PLATES GRIP
MT20 244/190
Weight, 295 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 1-11-5 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=2988/757, 3-4=27161703, 6.17=507/205, 6.7=11386/2822, 7-8=11386/2822.
8-9=8918/1931, 9.10=4095/788, 10-11=409Sn88, 11-12=1674/318
BOT CHORD 2-19=963/2751. 18.19=963/2751, 17-18=3207111635. 16-17=3415/12316.
15-16=193118918, 14-1S=193118918. 13.14=1931/8918, 12-13=561299
WEBS 3-18=-354/158. 4-18=47OM322, 4-6=-3259/992, 6-1 8=-9508/24 71, 9.14=341/1325,
8-15=1007/308. 7-16=342/38, 6.16=1173/634, 8-16=-955/2643, 11-13=784/4065,
9-13=-5166/1224
NOTES-'
1) 2-ply truss to be connected together with 10d (0 131"x3") nails as follows
Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc.
Bottom chords connected as follows, 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All bads are considered equally applied to all plies, except d noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; VuB=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; SCDL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=4ft; Cat.
II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) A-0.0 to 2-0-0, Interior(1) 2-0.0 to 9-0-0. Exterior(2) 9.0-0 to
12.0-0, Interior(1) 12-5-12 to 24-2-4 zone;C-C for members and forces 3 MWFRS for reactions shown; Lumber OOL=1.60 plate gnp
OOL=1 60
5) Provide adequate drainage to prevent water ponding. -
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) 12 except (It=lb)
2=178.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.56126
A Tak USA, Inc. FL Cart 6634
6904 Puke Ead Blvd. Tampa FL 33610
Oats:
March 9,2018
C ramarora and READ NOTES ON TICS AND INCLUDED NITEK REFERENCE PAGE NIP7472 rev. 10W2/2015 BEFORE USE.
i O o`t?Ie WMIPAMTeIa®connectora This design is DaaaO only upon parameters shown, and Is for an individual budding component, not
a truss system Before use, the building designer ust V" the applkablkty, of design parameters and property Incorporate this design Intothe overallm
buildingdesign. Bracing Indicated I$ to prevent budding ofIndividual trussweb andforchardmembersordy. Additional temporary endpermanent bracing Welk' always required for nobilityandto preventcollapse with possible personal injury and property damage Forgeneral guidance regarding me
fabrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSIRPII Quality Criteria, OSS49 and SCSI Building ComponentSafetyIrdomudonavailablefromTrussPlateInstitute, 218 N Lae Street. Suite 31Z Alexandria, VA 22314
6904 Parke Fan Blvd
Tampa, FL 36S10
Job Truss Truss Type Oty Ply Park Sci/Barcelona-A or C TRAY
T13452387IP2392ACT83SPECIAL12JobReference
Mid-Flonda Lumber, Bartow, FL.
LOAD CASE(S) Standard
1) Dead +Roof Live (balanced). Lumber Increase=1.00, Plate Increase=1.00
Undorm Loads (pit)
Vert: 1-4=60, 4-5=60, 6-11=90, 2.12=-20
Concentrated Loads (lb)
Vert: 6=706
8.130 s Sep 15 2017 MfTek Industries, Inc. Fit Mar 9 10:51:29 2018 Page 2
10:16EL2vgrkv4uEJUYC2iFzkfng-EiSkORx%Mfjn7RrXulwG70YjLMbUd28a00em3zcgbi
WARNING - Vertfr dmlgn parsmefers and READ NOTES ON TMS AND INCLUDED AUTEK REFERENCE PAGE N6•TIT3 rev. fda W0f5 BEFORE USE.
Design valid for use onlywith WOWconnectors This designisbased onlyupon parameters shown, andis for an mdMdualbuilding component, not
a trusssystem Before use. the budding designer mustverify the applicabilityof design parameters and property Incorporate this design Into the overall
building design Bracing Indtrated is to prevent burping of indvWuat buss wee and/or chard members only Additional temporary and permanent bracing MiTek' is always required (at stability and to prevent collapse wdh possible personal Injury and property damage For general guidance regarding thefabrication, storage, delivery, erection arW braang oftrusses and truss systems, see ANSUTP11 Quality Crkena, OSS49 and SCSI Building Component 6904Parke East Bind. SafetyInformation avadabfe from Truss Plate Ins9tute, 216N. Lee Street. Suite 31Z Alexandria. VA 22314. Tampa, FL 36810
Job Truss Truss Type Oty Ply Park Sq/Barcelona-A or C TRAY
T13452388IP2392ACT84SPECIAL1q
Job Reference (optionall
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Indusines, Inc. Fri Mar 9 10:51 30 2018 Page 1
IO:10EL2vgrkv4uEJUYC2jFzkFng-ivO6cny8Uz?ZP9015bp9pKmjslhd07dKpty81 Vzcgbh
94 7-0 0 9 11-0 12-7-0 1a•11.12 17.--12 19.24 21 a 244-0
1-0-0 394 3.2.12 2.11-8 2$-0 244 264 1 &8 2$-0 2-7-12
Scale - 1:43 3
011
4xS = 2x4 II
4 25 5 26 6
LL [i rid iv it iv u w 13
3x4 = 2x4 II 3x4 = 4x8 exit II 5x8 = 2x4 II 2x4 II 8x9 = 3x4 II
7x10 =
i 3.94 7.0-0 9-11-8 12.7A 14-11-12 17.5-122a
3-94 3-2-12 2.11, 2$-0 244 2A-0 1-&8 2$0 2.7-12
Plate Offsets (X.YI- f4.0-5-4.0.2-01. f7,0.3-4.0-3.41, f19 0-5-0.04-81
LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (loc) VdeO Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 100 TC 0.92 Vert(LL) 0.42 17-18 687 240 MT20 244/190
TCDL 10.0 Lumber DOL 100 BC 0.83 Vert(CT) 0.82 17-18 355 180
BCLL 0.0 Rep Stress Incr NO WB 0.77 Horz(CT) 007 13 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matnx-MS
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 'Except' TOP CHORD
7-12: 2x4 SP No.1
BOT CHORD 2x6 SP OSS 'Except' BOT CHORD
2-20: 2x6 SP No.2
WEBS 2x4 SP No.3 *Except*
6-18,7-19,7-17,9-17,12-14,10-14: 2x4.SP No.2
REACTIONS. (lb/size) 13=2529/04-0, 2=2354/0-8-0
Max Horz 2=202(LC 8)
Max Uplift 13=341(LC 5), 2=-446(LC 8)
Max Grav 13=3512(LC 2), 2=2376(LC 2)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=4910/871, 34=-4708/875, 4-5=-53751945, 5-6=337133, 7-18=161/317,
7-8=18798/2775, 8-9=18798/2775, 9-10=14658/1864, 10-11=68491755, 11-12=6849/755,
12-13=2685/299 BOT CHORD 2-22=
921/4371, 21-22=-921/4371, 19-21=-863/4198, 18-19=3139/18876, 17-18=3316/19968,
16-17=1864/14658, 15-16=1864/14658, 14-15-1864/14658, 13-14=-49/464
WEBS 3-21=283/
69, 4-21=71/502, 4-19=232/1843, 5-19=770/4820, 5.7=7118/1291, 7-19=1444312278, 7-
17=2256/579, 9.16=1503/309, 9.17=976/4758, 10-15=321/2328, 12-14=756/6838,
10.14=-8364/1188 Weight: 448 lb FT =
20% Structural wood sheathing directly
applied or 3-1-9 oc purlins, except end verticals. Rigid
ceiling directly applied
or 10-0-0 oc bracing. NOTES- 1) 3-ply
truss
to be connected together with 10d (0.131 "x3") nails as follows. Top chords connected as
follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as
follows. 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows:
2x4 . 1 row at 0.9.0 oc. 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 todistribute only loads noted as (F) or (8), unless otherwise indicated. 3) Unbalanced roof live
loads have been considered for this design. 4) Wind: ASCE 7-
10; Vu@=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.0psf, h=15ft; 8=45ft, L=24ft; eave=4ft; Cat. - 11; Exp B; Encl.,
GCpi=0.18: MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60 5) Provide adequate drainage
to prevent water ponding. 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 rut 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 (ft=lb) 13=341, 2=446.
This item has been
electronically signed and sealed
by ORegan, Philip,
PE using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and
the signature must be verified
On any electronic copies.
Philip X ORegan PE
NoS8126 MITak USA, Ina FL
Cert66U 69U Puke East Blvd. Tampa
FL 33610 Data: March 9,2018 C'
1NRRRIIeIT •
1/4Nry>balgn
paremarere and READNOTES ON TNS AND INCLUDED aOTEK REFERENCE PAGE a047473 n,v. 14A MOI S BEFORE USE. Design validfor use drily
with Mfrek* connectors This design is Mud only upon parameters srawn, and Is for an individual budding component, not a truss "am. Before use.
the building designer must verify the applicability of design parameters and property Incorporatethis design into the overall budding design. Bracing indicated Is
to prevent buckling of Individual truss wab andfdr chord members only Additional temporary and permanent bracing M Tek' is always required for stabilityandrepreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery. erection and
bracing of Irllales and truss "am$, sea ANSVTPII Quality Criteria, OSS419 and SCSI Building Component 6904 Party East Blvd Safety Information available from TeasPlateInstitute, 218 N. Lea Street. Suite 31 Z Alexandtla. VA 22314 Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq/Barcelona-A orC TRAY
T13452388
P2392ACT _ 84 SPECIAL 1 qJ ooe a
Mid -Fonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Mar 9 10.51:30 2018 Page 2
IO:fUEL2vgrkv4uEJUYC2jFzkfng-ivO6cny8Uz72P9015bp9pKnryslhdD7dKpty81Vzcgbh
NOTES-
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 lb down and 204 lb up at 7-0-0. and 97 lb down and 106 lb up at
9-0-12, and 97 ib down and 106 lb up at 11-0-12 on top chord, and 327 lb down and 97 lb up at 7-0-0, 66 lb down at 9-0-12, 66 lb down at 11-0-12. 344 lb down at
14-9-12, 344 lb down at 16-9-12. 344 Ib dip" at 18-9-12, 344 lb down at 20.9-12. 344 lb down at 22-9-12, and 354 lb down at 24-2-4, and 1136 lb down and 201 lb up
at 12-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOADCASE(S) Standard
1) Dead + Root Live (balanced). Lumber Increase=1 00, Plate Increase=1.00
Uniform Loads (pit)
Vert: 1-4=60, 4-6-60. 7-12=75, 2-13-20
Concentrated Loads (lb)
Vert: 4=142(8) 7=460 13=-89(8) 20=-41(8) 21=327(8) 17=79(B) 25=97(B) 26=97(B) 29=41(8) 30=1021(F) 31=79(8) 32=79(8) 33=79(B) 34—i9(B)
AWARMtMG - Vmr/ydoslgn parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE 11010.7473 rov. 1M.W2013 BEFORE USE.
Design valid for use only with WOW connectors. This design Isbased only upon parameters shown, and Is for an individual building component, not
a truss system Before use, the budding designer must venry the applicability of design parameters and property incorporate this design into the overall
budding design Bracing indicated Is to prevent buckling ofIndividual truss web and/or chord members onty, Additional temporary and permanent bracing MiTek' is always required far stabddy, and to prevent collapse with possible personal Injury and propel damage. For general guidance regarding trio
hbricatlon, storage. delivery, erection and bracing oftrusses and truss systems, sae ANSIM11 Quality Criteria, OSS49 and BCSI Building Component 6904 Parke Fast Blvd. Safetyinformation available from Truss (late Institute. 216N. lee Street. Slide 31Z Alexandria, VA 22314. Temps, FL 36610
Job Truss Truss Type Oy Ply Park Sci/Barcelona-A or C TRAY
T13452389
P2392ACT C1 COMMON 1 1
o a
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Mar 9 10:51:31 2018 Page 1
IO:ItiEL2vgrkv4uEJUYC2iFzkfng•A6aVp7ymFH70OJbEeIKOLY11194myjT1Xikgtacgbg
t •1-0-0 , 5-9-4 l 1144 16.2.12 22-0.0 i23-0-0
t-0-0 5.9-4 5.2-12 5.2•12 5.94 1-"
3
Scale = 1.39.3
4x4 =
30 = 3x4 = 3x4
30 = 30 =
e
t 7.6.3 i7-6-3
t4-5.73
1t-t t
27-M
76.3
LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (loc) UdeO Lid PLATES GRIP
TCLL 200 Plate Grip DOL 1 25 TC 0.37 Vert(LL) 0.07 10-13 >999 240 MT20 244/190
TCOL 10.0 Lumber DOL 1.25 BC 0.58 Vert(CT) 0.18 10-13 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.04 6 n/a n/a
BCDL 100 Code FBC2017rTP12014 Matrix -MS Weight: 101 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 4-5-3 oc puffins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9.11-14 oc bracing.
WEBS 2x4 SP No 3
REACTIONS. (lb/size) 2=940/0-8-0, 6=940/0.8-0
Max Harz 2=115(LC 11) Max
Uplift 2=181(LC 12). 6=181(LC 12) FORCES. (
lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP
CHORD 2-3=1525/468, 3-4=-1367/470, 4-5=1367/470, 5-6=1525/468 BOT
CHORD 2-10=-326/1328, 8-10=151/876, 6.8=344/1328 WEBS
4-8=157/526, 5.8=340/203, 4-10=157/526, 3-10-340/203 NOTES-
1)
Unbalanced roof live loads have been considered for this design 2)
Wind ASCE 7-10; Vutt=140mph (3-second gust) Vasd=108mph; TCOL=4 2psf; BCOL=3.Opsf; h=15ft; 8=45ft; L=2411; eave=oft; Cat. II;
Exp B, Encl., GCpi=O 18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0. Interior(1) 2-0-0 to 11-0.0, Exterior(2) 11-0-0 to 14-
0-0 zone,C-C for members and forces R MWFRS for reactions shown, Lumber DOL-1.60 plate gnp OOL=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 well
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 (jt=fb) 2=
181, 6=181. This
item has been electronically
signed and - sealed
by ORegan, Philip, PE using
a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the signature
must be verified on
any electronic copies. PhilipJ. ORegan PE No.58126 MiTak
USA, trip- FL Cart 6634 6904
Parke East Blvd. Tampa FL 33610 Dab:
March
9,2018 AWARNING •
VNWV design parameters and READ NOTES ON THIS AND INCLUDED ACTEK REFERENCE PAGE 111/1.7472 ~. 100&2015 BEFORE USE. wasia
Oesign
valid for use only with MFT610 connectors. This design Is based only upon parameters shown. and Is rot an uoMdual busting component. not a
truss system. Before use, the building designer must wittily the applicability of design parameters and property uKorpdrate this design into me ovens Walling
design. Bracing Indicated Is to prevent budding of individualtruss web and/or chord members only. Additional temporary and permanent bracing M iTek' isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication•
storage, delivery• erection and bracing of trusses and thus systame, see ANSU1`1311 Dualky, Criteria, OS84a and SCSI Building Component Saw Parke East Blvd. SafetyInformationavailablefromTensPlateInstitute, 218 N Lee SU", Suite 31Z Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Qy Ply Park Sq/Bamxlona-A or C TRAY
T13452390
P2392ACT C2 HIP 1 1
Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fn Mar 9 10:51:32 2018 Page 1
10:1dEL2vgrkv4uEJUYC2iFzkFng-el7tOTzOOaFHeTAOCOsduirAG20eMGdGBRIMOzcgbf
4.9.4 9-0-0 13.0-0 17-2.12 224-0 23-0.0
1-0-0 4.9.4 4.2.12 4.0-0 4.2.12 4-9.4
Scale = 1.39A
It
4x4 =
4x8 =
4x4 = 3x8 =3x4 = 3x4 = 4x4 =
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip OOL 1.25
TCOL 10.0 Lumber OOL 1.25
SCLL 00 Rep Stress Incr YES
BCDL 10.0 Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=940/041-0, 7=940/041-0
Max Horz 2=96(LC 11)
Max Uplift 2=-181(LC 12), 7=181(LC 12)
CSI. DEFL. in loc) Udeft Ud
TC 0.48 Ven(LL) 0.16 9-17 999 240
SC 0.73 Vert(CT) 0.34 9-17 781 180
WB 0.18 Horz(CT) 0.04 7 n/a n/a
Matnx-MS
PLATES GRIP
MT20 244/190
Weight: 108 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc purlins.
BOT CHORD Rigid ceiling directly applied or 8-8-15 oc bracing.
FORCES. (lb) Max. Comp /Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-1547/578, 3-4=1237/462, 4.5=1054/459, 5.6=-1237/462, 6-7=1547/578
BOT CHORD 2-11=-446/1364, 9-11=255/1054, 7-9=-453/1364
WEBS 3-11=360/226.4-11=741339.5-9=671339.6-9=3611226 NOTES-
1)
Unbalanced roof live loads have been considered for this design. 2)
Wnd: ASCE 7-10: Vuft=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; SCOL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=4ft; Cat. II,
Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0. Extenor(2) 9-0-0 to 13-
0-0, Interior(1) 17-4-11 to 23-0-0 zone;C-C for members and forces 6 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=(b) 2=
181, 7=181. This
item has been electronically
signed and sealed
by ORegan, Philip, PE using
a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the signature
must be verified on
any electronic copies. PhUlp
J. O'ReganPE No.56126 Wilk
USA, Inc. FL Cart6634 6904
Parke East Blvd. Tampa FL 33610 Oats:
March
9,2018 0WARNING -
Verify design parametars and READ NOTES ON TNS AND INCLUDED M1TEK REFERENCE PAGE Mll•7473 rev. 10MMOIS BEFORE USE. wwww
Oasign
valid for useonly withMITeba connectors. Thu design is based only uponparameters shown. and Isfor anIndividual budding component, not a
truss system Balers use, the building designer mustverity theapplicability ofdesignparameters and properlyincorporatethis design Into me overallbudding
design Bracing Indicated Is to prevent buckling of Individualbuss web and/or chord members only Additional temporary and permanent bracing M iTek Isalwaysrequiredfarsabnidy, and to prevent collapse with possible personal Injury and property damage For general guidance regarding the htwlcation,
garage, delivery, ereabn and bracing of trusses andtruss systems, sae ANSVTPH Quality Criteria, OSBa9 and SCSI Building Component 6904 Parke East Blvd. SafetyInformationavailablefromTrussPlateInstitute, 218 N. Lea Street. Suite 31Z Alexandria, VA 22314. Temps, FL 366 to
Job Truss Truss Type City Ply Park Sq/Sarcelona-A or C TRAY1 T13452791
P2392ACT C3 HIP 1 1
Job Reference (optionall
Mid-Flonda Lumber, Bartow, FL 8.130 s Sep 15 2017 MTek Industries, Inc. Fn Mar 9 10:51:33 2018 Page 1
IO:16EL2vgrkv4uEJUYC2jFzkfng-7UhFEp_l nuN8GdlrngNsQzOM 1ylhQa7mVrBrvgzcgbe
1-0.0 3-9.4 3.2-12 4-" 4-" 3.2.12 3.9-4 1-0-0
Scale = 1:39.1
4x4 = 3xS = 4x4 =
axe = 4x4 = US II 3xS3x5 = 34 =
LOADING (psf) SPACING- 2.0-0 CSI. OEFL. in loc) I/defl Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.12 11 999 240
TCOL 10.0 Lumber DOL 1.25 SC 0.81 Vert(CT) 0.24 11 999 180
BCLL 00 Rep Stress Incr NO WB 0 33 Horz(CT) 0.09 8 Iva n/a
BCDL 10.0 Code FBC2017/rP12014 Matrix -MS
LUMBER.
TOP CHORD 2x4 SP No.2
SOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=1616/0-8-0, 8=161610-8-0
Max Harz 2=77(LC 6)
Max Uplift 2=-416(LC 8). 8=416(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown
PLATES GRIP
MT20 244/190
Weight: 112 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing direly applied or 3-2-7 oc puriins.
BOT CHORD Rigid ceiling directly applied or 7-1-9 oc bracing
TOP CHORD 2-3=30741796, 3.4=2873/763, 4-5=-2564/708, 5.6=2564/708, 6-7=2873/763,
7-8=30741196
BOT CHORD 2-13=661/2720. 11-13=689/2898, 10-11=689/2898, 8-10=651/2720
WEBS 3-13=274/78, 4-13=152/876, 5.13=-503/152, 5.10=503/152, 6.10=152/876,
7-10=27078
NOTES-
1) Unbalanced roof live loads have been considered forthis design.
2) Wlnd' ASCE 7-10; Vuk=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft, B=45ft; L-24ft; eave=4ft; Cat.
II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber OOL=1.60 plate grip OOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live bad 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." 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 (jl=lb)
2=416, 8=416.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 lb down and 204 lb up at
7.0-0, 97 lb down and 106 lbup at 9-0-12. 97 lb down and 106 lb up at 11-0-0, and 97 lb down and 106 lb up at 12-11-4. and 189
lb down and 204 lb up at 15-0-0 on top chord, and 327 lb down and 97 lb up at 7-0-0. 66 lb down at 9-0-12, 66 lb down at 11-0-0.
and 66 lb down at 12-11-4, and 327 lb down and 97 lb up at 14-11-4 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 (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced). Lumber Increase=1.25, Plate Increase=l 25
Uniform Loads (plf)
Vert: 1-4=60, 4-6=60, 6-9=-60, 14-17=20
Concentrated Loads (lb)
Vert: 4=142(F) 6=142(F) 13=-327(F) 11=-41(F) 5=97(F) 10=327(F) 21=97(F) 22=97(F) 24=-41(F) 25=41(F)
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. altegan PE No.50126
MTak USA, Inc. FL Cart 4634
6604 Parke Ead Blvd. Tampa FL 33610
Data:
March 9,2018
AWARNING • Verify design parameters and READ NOTES ON fleS AND INCLUDED WTEK REFERENCE PAGE M&7472 rov. 10AW015 BEFORE USE.
Design valid for use ony with MITak* connectors. This design is based only upon parameters shown, and Isfor an individual building component, not
a truss system Before use, the building designer must verily the applicability of design parameters and property Incorporate this design Into the overall
budding design Bracing IndicatedIS toprevent buckling ofindividual bussweband/or chord members only Additional temporaryand permanent bracing MiTek' IS always requaad for stabildyand toprevent collapse with possible personalInjury and propertydamage Forgeneral guidance regarding thefaomabon, storage, delivery. erection and bracing of busses and buss systems, see ANSVTPII Quality Criteria. OSS49 andSCSI BuildingComponentSafetyInformationavailablefromTrussPlateInstitute, 218 N. Lee Street, Suite 31Z Alexanona. VA 22314 6904 Parka Fast Blvd.
Tampa, FL 36610
Job Truss Type City Ply Park Sq/Barcelona-Aor C_TRAYPl'uss T13452392
P2392ACT C4 1 2 Job Reference (optional)
Mid-Flonda Lumber, Bartow, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Fn Mar 9 10.51 34 2018 Page 1
ID •INEL2vgrkv4uEJUYC 2jFzkFng-bhfdR9?fYC V7tmKpKRuSzAwOyM5g9wwk VwPRGzcgbd
t-0-0 3 t0.12 7 0 1144 14.9-0 16$$ t9-0-0 22 04
1-0-0 3.10.12 3.4 4 3 9-0 3 9-0 t-9-0 2 5 8 3 W
THIS TRUSS IS NOT SYMMETRIC.
PROPER ORIENTATION IS ESSENTIAL.
08 = t Sx4 II
4 20 5 21
5x8 MT18HS =
Scale a 1:37.9
4x4 = 2x4 II 3x4 = 7x8 = 8x8 = 8x8 = 3x8 II 5x14
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25
BCLL 0.0 Rep Stress Incr NO
BCDL 10.0 Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP No.2
SOT CHORD 2x6 SP DSS
WEBS 2x4 SP No.3 *Except'
4-14,5-13,6-12,7-11: 2x4 SP No.2
WEDGE
Right: 2x4 SP No.3
REACTIONS. (lb/size) 9=7852/0-4-0, 2=2829/0-4-0
Max Horz 2=78(LC 7)
Max Uplift 9=2102(LC 8). 2=775(1-C 8)
CSI. DEFL. in loc) Vdefl L/d PLATES GRIP
TC 098 Vert(LL) -0.17 11 >999 240 MT20 244/190
BC 0.69 Vert(CT) -0.34 11 >775 180 MT18HS 244/190
WB 0.82 Horz(CT) 0.08 9 Na We
Matrix -MS Weight: 277 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 1-4-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 9-8-1 oc bracing.
FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less exceptwhen shown.
TOP CHORD 2-3=-5822/1545, 3.4=-5655/1541, 4-5=708011962, 5-6=7080/1962, 6-7=9793/2701,
7-8=14154/3875, 8-9=16433/4176
BOT CHORD 2-15=1339/5181. 14-15=1339/5181, 13-14=1279/5035, 12-13=2374/8988,
11-12=3394/12644, 10-11=3701/13784, 9-10=3701/13784
WEBS 3-14=-326(71, 4-14=64/343, 4-13=803/2907, 6-13=27071949, 6-12=1647/6014,
7-12=6664/1856, 7-11=1976/7224, 8-11=-1329/357, 8-10=261/1127
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 now at 0-7-0oc
Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-2-0 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 (8) face in the LOAD CASE(S) section Ply to
ply connections have been provided to distribute only loads noted as (F) or (6). unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10: Vuft=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=25ft: 8=45ft; L=24ft; eave=4ft; Cat.
II; Exp B; Encl., GCpi=O 18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
5) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrem with any other live loads.
8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide
will fit between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it=lb)
9=2102, 2=775.
10) Hanger(s)or other connection device(s) shall be provided sufficient to support concentrated load(s) 5991 lb down and 1715 lb up at
16-6-8, 1187 lb down and 307 lb up at 16-11-4. and 636 lb down and 176 lb up at 18-11-4, and 1047 lb down and 274 lb up at
20.11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies. Philip J. VRegan PE Na58126
IdfT4k USA, Inc. FL Cart 6634
6904Parke East Blvd. Tampa FL33610
Oats:
March 9,2018
r-rPdrilyab r Wramafara and READ NOTES ON THIS AND INCLUDED aOTEK REFERENCE PAGE U11.7473 row. 1"IM015 BEFORE USE.
Oesign valid far use only with Mltalib connectors. This design Is based only upon parameters shown, and Is for an individual building component, not
a truss system. Before use, the building designer must verity the applicability ofdesign parameters and properly incorporate this design into the overall
building design. Bracing Indicated Is to prevent bucMing ofIndividual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for Stability and to prevent collapse with possible personal merry and property damage For general guidance regarding the
fabrication. Storage, delivery, erection end bracing oftrusses and visa systems, we ANSVrPI1 Quality Criteria, OSS49 and SCSI Building Component 6904Parke Fast Blvd
Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 31Z Alexandria, VA 22314. Tampa. FL 36610
Job Truss Truss Type 0ty Py Park StyBarcelona-A or C_TRAY
T13452392
P2392ACT C4 HIP 1
o a
Mid -Honda Lumber, Bartow, FL. 8 130 s Sep 15 2017 MiTek IndusWes, Inc. Fri Mar 9 10:51:34 2018 Page 2
10:IbEL2varkv4uEJUYC2jfzkFng-bhfdR99fYCV?ImKpKRu5zAwOyM5g9vrwkVwPRGzcgbd
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=% 4-"- 0, 6-9=-60, 2-9=20
Concentrated Loads (lb)
Vert: 11=5991(8) 10=636(8) 17=1047(8) 22=1187(B)
WARNING - Vorlly daslgn paoemorars and READ NOTES ON TNS AND INCLUDED AOTEK REFERENCE PAGE 110I.7473 ow. 10MIr20/6 BEFORE USE.
wwww
Oestgn valid for use only with MITek® connectors This design Is based only upon parameters shown, and is for an individual Wilding component, not
a truss system. Before use, the budding designer must vent' the applicability ofdesign parameters and property incorporate this design into the overact
building design Bracing indicated is toprevent buOding of Individual truss wall and/or NON members only. Additional temporary and permanent bracing Welk' Is dwrays required forstability and to prevent collapse with possible personal injury and property damage. for general guidance regarding it* _
fabrication, storage, delivery, erection and bracing oftrusses and truss Systems, see ANSIRPII Quality Cohorts, OSS49 and SCSI Building Component 6904 Peens Fast Blvd. safety Information available from Truss Plate Insulate, 218N LeeStrea . Suite 312. Alexandria. VA 22314. Tampa, FL 36610
Job Truss Truss Type Oy Park Sq/Barcelona-A or C TRAYJPty T13452393
P2392ACT C5 HIP 1 1
Job o a
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fd Mar 9 10:51:35 2018 Page 1
10:IUEL2vgrkv4uEJUYC2jFzkFng-3tp7NOHJVdsVwu7t8PKWOThbmSOuW63y9gyzjzcgbc
144 6-0.0 It-" 16-0-0 2244 23-0-0
144 6-0.0 5-0-0 5-0-0 644
Scale = 1.39 1
4x8 =
19
tx4 II
20
4x8 =
3x4 = tx4 II 3x4 = 3x8 = 1x4 II 3x4 =
6-0.0 11-0-0 16-0-0 22-0-0I6-0-0 5.041 5.0.0 i6.0.0
Plate Offsets (X.Y)- (3.0-5 4.0-2-01. WO-5-4.0.2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Lid PLATES GRIP
TCLL 200 Plate Grip OOL 1.25 TC 0.48 Ven(LL) -0.06 9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.26 8C 0.53 Vert(CT) -0.13 11-14 >999 160
8CLL 0.0 Rep Stress Iner YES WB 0 17 Horz(CT) 0.04 6 n/a n/a
BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight. 99 Ib FT,= 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-14 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-1-3 oc bracing.
WEBS 2x4SP. No.3 REACTIONS. (
lb/size) 2=940/0-3.8, 6=940/0-3-8 Max
Horz 2=67(LC 11) Max
Uplift 2=252(LC 12). 6=-252(LC 12) FORCES. (
lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown. TOP
CHORD 2-3=1527/526, 3-4=-1616/614, 4-5=1616/614. 5-6=-1527/529 BOT
CHORD 2-11=368/1301, 9.11=367/1308. 8-9=378/1308, 6.8=378/1301 WEBS
3-9=-140/455, 4-9=327/169, 5.9=141/455 NOTES-
1)
Unbalanced roof live loads have been considered for this design. 2)
Wind ASCE 7-10; Vult=140mph (&second gust) Vasd=108mph: TCDL=4.2psf; BCDL=3.Opsf; h=25ft; 8=45ft; L=24ft, eave=oft; Cat. II;
Exp B; Encl , GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1.0-0 to 2.0-0. Interior(1) 2.0.0 to 6-0.0. Exterior(2) 6-0.0 to 20-
2-15, Interior(1) 20.2-15 to 23.0.0 zone;C-C for members and forces d MWFRS for reactions shown, Lumber OOL=1.60 plate gnp
OOL-1 60 3)
Provide adequate drainage to prevent water ponding. 4)
This truss has been designed for a 10.0 psf bottom chord live toad 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 This item has been 6)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at loim(s) except (jt=lb) electronically signed and 2=252, 6=252. sealed by ORegan, Philip, PE using
a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the signature
must be verified on
any electronic copies. PhilipJ. t7Regan PE No.S8126 ASTak
USA, Inc. FL Cart 6634 W
Pub East Blvd. Tampa FL 33610 Data:
March
9,2018 O
WARNING • Varlfy design paramerers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/F7473 rmr. 1602,2015 BEFORE USE. Design
valid for use only withMfrel* ednnectors This design Is based only uponparameters shown. and 18 for anndivdual budding componenL not a
trusssystem. Before use. the budding designer mustverity theapplicability ofdesignparameters and properly Incorporate this design into theoverall building
design. Braang Indicated 12 to prevent bueWIng of individualtruss web and/or criora members only Additional temporary and permanent bracing M?ek' IsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandproperlydamageForgeneralguidanceregardingthefabriealon,
storage, delivery, ereabn and bracing of trusses and truss systems, see ANSVrPH Quality Criteria. OSS49 and SCSI Building Component 6904 Parise East Blvd. Safety
Information available from Truss Plate Institute. 218 N Lee Street. Suite 31 Z Alexandria, VA 22314 Tampa, FL 36610
Jab Truss Type Oty Ply Park Sq/Beroelona-A orC TRAYT13452394THPIP" P2392ACT CB 1 1
ball
Mid -Florida Lumber, Bartow, FL. 8 130 s Sep 15 2017 Mi rek Industries, Inc. Fri Mar 9 10:51:36 2018 Page 1
ID•IUEj_2vgrkv4uEJUYC2jFzkfng-X3NOsrOv4plj74TBRswZ2b?rLAITdtSCBpPVV9zcgbb
1-0-0 S." 8 9 12.11.7 17-" 2244 23-0-0
144 5-" 4-0-9 3-t0-t3 4-0.9 S-O-0
4x8 =
30 = 4x8 =
e M f- 3 4 18 19 5 20 6
4x4 = 2x4 11 4xe=
6)=
3x5 20 II
12-11a i 17-0-0 2.ao
5-0-0 4-0.9 3-10.13
LOADING (psf) SPACING- 2." CSI.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.64
TCOL 10.0 Lumber DOL 1.25 BC 0.86
BCLL 0.0 Rep Stress Ina NO WB 0.57
BCOL 10.0 Code FBC2017/rP12014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2 Except'
7-11: 2x6 SP No.I
WEBS - 2x4 SP No.3
REACTIONS. (lb/size) 2=1371/0-3-8, 7=1569/0.3-0
Max Horz 2=58(LC 7)
Max Uplift 2=398(LC 8), 7=476(1.0 8)
Scale - 1:39.1
34 =
OEFL. in (loc) Udell L/d PLATES GRIP
Vert(LL) -0.16 10-12 >999 240 MT20 244/190
Vert(CT) -031 10-12 >848 180 Horz(
CT) 0.06 7 Ma n1a Weight:
121 lb FT = 20% BRACING -
TOP
CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins BOT
CHORD Rigid ceiling direly applied or 7-2-0 oc bracing. FORCES. (
lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP
CHORD 2-3=-25SW712, 3-4=3500/1049, 4-6=3500/1049, 5-6=-3785/1136, 6-7=3051/891 BOT
CHORD 2-13=575/2266, 12-13=573/2274, 10-12s10S1/3785, 9-10=-720/2702, 7-9=71412677 WEBS
3.12=478/1507, 5-12=371/224, 6-10=397/1339, 6-9=101/428 NOTES-
1)
Unbalanced roof live loads have been considered for thisdesign. 2)
Wind: ASCE 7-10; Vu@=140mph (3-second gust) Vasd=108mph, TCOL=4.2psf; BCOL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=oft; Cat. It:
Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip OOL=1.60 3)
Provide adequate drainage to prevent water ponding. 4)
This truss has been designed for a 10 0 psi 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=1b) 2=
398,7=476. 7)
Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 lb down and 77 lb up at 13-
0-12, and 51 lb down and 77 lb up at 14-3-4 on top chord, and 577 lb down and 197 lb up at 11-0-12. 36 lb down at 13-0-12, and
36 lb downat 14-3-4, and 329 lb down and 145 lb up at 16.3-4 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 (B) LOAD
CASE(S) Standard 1)
Dead +- Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Undone
Loads (plf) Vert:
1-3=60, 3-6=60, "--60, 2-7=-20 Concentrated
Loads (lb) Vert:
5=51(F) 10=26(F) 20=51(F) 21=577(F) 22=26(F) 23=-329(F) This
item has been electronically
signed and sealed
by ORegan, Philip, PE using
a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the signature
must be verified on
any electronic copies. Philip
J.0'Regan PE No.58126 Wait
USA, Inc. FL Cart 4634 6904
PekeE&W Blvd. Tampa FL 33610 Data:
March
9,2018 O
WARNING • Verily design parameters and READ NOTES ON rN1S AND INCLUDED AOTEK REFERENCE PAGE MIF7473 rsv. 100=015 BEFORE USE. Design
valid for use only who Miiek® connectors This design Is based only upon parameters shown, and Is leran UMMduai budding component• not a
lass system Before use. am budding designer must verify the applicability of design parameters and property Incorporate this design two the overall wrddlrg
design Bracingindicatedis toprevent Drxkling of individualtruss web and/or chordmembers only. Additional temporary and permanent bracing M iTek' IsalwaysrequiredforetabdhodyandtopreventcollapsewpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingNorfabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVIPI1 Quality Criteria. OSS49 and SCSI Building Component 904 Paris past Blvd, Safety Infortudon availablefromTrussPlateInstitute, 218 N. lee Street. Suite 31Z AW andda, VA 22314 Tampa. FL 36510
Job Truss Truss Type Oty Ply Park Sq/Barcelona-A or C TRAY
T13452395
P2392ACT C7 HIP 1 1
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Mar 9 10:51:37 2018 Page 1
ID:16EL2vgrkv4uEJUYC2jFzkFng-?Gxm4B 1Xr7takE2N?ZRobpY1 EZ64MONMOT932bzcgba
1-0-0 4-94 9-0-0 _ _ 13-0-0 16-6-0
i 1-0-0 4-9-4 4-2-12 4-0-0 3-5.0
04 = 4xB
14
Scale = 1 31 3
7
4x4 =
US— 3x4 — 1.5x4 I
LOADING (psf) SPACING- 2.0-0
TCLL 20.0 Plate Grip DOL 1.26
TCOL 10.0 Lumber DOL 1.26
BCLL 0.0 ' Rep Stress Ina YES
BCDL 10.0 Code FBC20171TPI2014
9411-0 i 13-M I I&SX) I9-M 44W 3.5-0
CSI. DEFL. in loc) I/de0 L/d
TC 0.47 Vert(LL) 0.14 9-12 999 240
BC 0.65 Vert(CT) 0.29 9-12 676 • 180
WB 0.19 Horz(CT) 0.02 7 n/a n/a
Matrix -MS
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
REACTIONS. (lb/size) 2=71310-3-8, 7=649/Mechanical
Max Horz 2=121(LC 12)
Max Uplift 2=190(LC 12). 7=162(LC 12)
FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3-1052/424, 3-4=740/305, 4-5=6021317. 5.6=479/227, 6-7=609/292
BOT CHORD 2-9=-440/922, 8-9=1531382
WEBS 3-9=363/232, 5.9=125/362, 5-8=2881143, 6-8=197/496
PLATES GRIP
MT20 244/190
Weight: 91 lb FT = 206A
Structural wood sheathing directly applied or 5.3-13 oc purlins,
except end verticals.
Rigid ceiling directly applied or 8-10-8 oc bracing.
NOTES-
1) Unbalanced roof live loads have been considered forthis design.
2) Wind: ASCE 7-10, Vuft=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCOL=3 Opsf; h=25ft; B=45ft: L=24ft: eave=oft; Cat.
II, Exp B: Encl.. GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 9-0.0, Exterior(2) 9-0-0 to
13-0-0 zone;C-C for members and forces 3 MWFRS for reactions shown; Lumber OOL=1.60 plate grip OOL=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 !whom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=190, 7=162.
O WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED ANTEK REFERENCE PAGE 1111167475 rote. 1010V2010 BEFORE USE.
OesW va%d for use Dory wdh MiTek®conmctors The design Is basso only upon parameters shown, and IS far an individual budding component, not
a truss system Before use, the budding designer mustventy the applicability ofdesign parameters and properlyInwrporate Nisdesign Intothe overall
buildup design Bracing indicated Is to prevent buclding of Individual truss web and/or word members only Additional temporary andpermanent bracingIsskeaysrequitedforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSUTPII Quality Criteria, OSB49 and SCSI Building ComponentSafetyInformationavailablefromTrussPlenaInslduta, 218 N ale Street, Suite 31Z Alexandoa. VA 22314.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document*are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
PhUip J. ORegan PE No.58126
NDT*k USA, Inc. FL Cart6634
6904 Pfdke East Blvd. Tampa FL33610
DOW:
March 9,2018
MiTek'
6904 Parke Eau Blvd
Tampa. FL 3WI0
Job Truss Truss Type Oty Ply Park SyBarcelona-Aor C TRAY
T13452396
P2392ACT C8I COMMON 4 1
all
Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 Mirek Industries, Inc. Fn Mar 9 10.51:37 2018 Page 1
ID.ftiEL2vgrkv4uEJUYC2iFzkfng-?Gtm14B1Xr7takE2N?ZRobpY3dZ6iMJoMOT932bzcgba
t-0-0 5.94 11-0-0 16-5-0
1-0-0 5.94 5.2-12 5.54
5x8 =
3x4 = a
3x4 = 3x4 =
LOADING (ps, SPACING- 2.0-0 CSI.
TCLL 20.0 Plate Grip DOL 1 25 TC 0.38
TCOL 10.0 Lumber DOL 1.25 BC 0.67
BCLL 00 Rep Stress Incr YES WB 0 61
BCOL 10.0 Code FBC2017/TPI2014 Matrix -MS
DEFL. in (loc) Udefl Ud PLATES
Vert(LL) -0.11 6-7 >9% 240 MT20
Vert(CT) •0.20 6-7 >988 180
Horz(CT) 0.02 6 n/a Na
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
REACTIONS. (lb/size) 2=713/0-3.8, 6=649/Mechanical
Max Horz 2=121(LC 12)
Max Uplift 2-190(LC 12), 6-162(LC 12)
FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3-10191321. 3-4=797/282
BOT CHORD 2-7=331/883, 6.7=138/426
WEBS 3-7=359/209, 4-7=1161540, 4-6=562/180
Weight: 83 lb
Scale = 1:36.4
f
GRIP
244/190
FT = 20%
Structural wood sheathing directly applied or 54-11 oc purlins,
except end verticals.
Rigid ceiling directly applied or 10-0.0 oc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design
2) Wind: ASCE 7-10, Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=oft; Cat.
II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0-0, Intenor(1) 2-0.0 to 11-0-0, Exterior(2) 11-0-0 to
14-0-0 zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp OOL-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 2-0-0wide
Willfit between the bottom chord and any other members, with BCDL = 10.Opsf.
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 (jl=lb)
2=190, 6=162.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
OPpJ?eEa518p12S. hIloaP62 I81Tak
USA, Ina FL Cart 46U M
Parke Eaat Blvd. Tampa FL 33610 Date:
March
9,2018 - AWARNING •
VaMy Cosign parammars and READ NOTES ON no$ AND INCLUDED aOTEK REFERENCE PAGE 11611-7472 ruv. 1/11002/200 BEFORE USE. Design
valid for useonly with MITek® connectors This design is based only uponparameters shown, and is for an indNioual budding component, n01- a
truss "am. Before use, the budding designer must verity theapplicability ofdesignparameters and properlyincorporate this design Into theoveract budding
design Bracing Indicated Is to prevent buclftg of Individual truss web and/orchord members only Additional temporary and permanent bracing M?e k' Islowaysrequiredfatstabilityandtopreventcollapsewithpossiblepersonalmprryandproperlydamage. For general guidance regarding me fabrication. Storage. dell"ly. erection andbracing of oasesandtruss systems, see ANSVrPil Quality Criteria, OSS49 and SCSI Building Component 69W Parka East SW. SafelyIMorbiadonavailablefromTrussPlateInstitute, 218 N Lee Street, Suite 31Z Alexandria, VA 22314. Tampa. FL 36610
Job Truss Truss Type Oty Park Sq/Barcelona-A or C TRAY
IPty T13452397
P2392ACT CJ JACK 4 1
all
Mid -Florida Lumber, Banow, FL. 8.130 s Sep 15 2017 MTek Industnes, Inc. Fri Mar 9 10:51:38 2018 Page 1
10:IUEL2vgrkv4uEJUYC 2iFzkFng-TSVBHW29cO?RMOdaZGy 1705HtzbA5vZVe7uta2zcgbZ
1-0-12 0-11.4
0.112 0.11.4
Scale - 1:13 B
a
LOADING (psf) SPACING- 2-0-0 CS1. OEFL. in loc) Udell L/d PLATES GRIP
TCLL 20.0 Plate Grip OOL 1.25 TC 0.17 Vert(LL) -0.00 5 >999 240 MT20 2441190
TCOL 10.0 Lumber OOL 1.25 8C 0.08 Vert(CT) -0.00 5 >999 180
BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.01 3 n/a n/a
SCOL 10.0 Code FBC2017/TPI2014 Matnx-MR Weight: 7 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=160/0-4-0. 3=24/Mechanical, 4=1/Mechanical
Max Horz 5=69(LC 12)
Max Uplift 5=25(1-C 8), 3=24(LC 1). 4=-45(1-C 12)
Max Grav 5=160(LC 1). 3=1O(LC 10). 4=31(LC 10)
FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10. Vuh=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCOL=3.Opsf; h=15ft; 8=45ft; L=24n; eave=4ft; Cat.
II; Exp 8; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces 3
MWFRS for reactions shown; Lumber OOL=1.60 plate grip OOL=1.60
2) This truss has been designed for a 10.0 psf bottomchord 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 rd 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 beanng plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies. Philip J. &Regan PE No.68126
MIT& USA, Inc. FL Cart 6634
6904 Parb East Blvd. Tampa FL 33610
Data:
March 9,2018
Q WARNING - Verify design parametara and READ NOTES ON TMS AND INCLUDED WTEK REFERENCE PAGE 111I1-7473 rev. 14d03r2o/3 BEFORE USE. '
Oestgn valid for use onlywon MReaID connectors. This demon is based onlyupon parameters shown, and is for an IndMdual budding component, not
a truss "am. Before use, the budding designer must verifythe applicabilityofdemon parametersarid property incorporate this designintothe overall
budding design. Bracing indicated Is to prevent buckling of individual buss web amflor chord members only. Additional temporary and permanent bracing MiTek' ra always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erectionand bracing of trusses and truss systems, we ANSI/T11311 Quality Criteria, OSS49 and BCS1 Building Component 6904 Pefke East BM. Safety Information available from Truss Plate InmtNe, 218N. LeeStreet, Suite 312, Alexandria, VA 22314. Tampa, FL 36810
Job Truss Truss Type Ory Park Sq/Barcelona-A or C_TRAYJPty T13452398
P2392ACT CJ1 JACK 22 1
o a
Mid-Flonda Lumber, Bartow, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Mar 9 10:51:39 2018 Page 1
ID:IbEL2vgrkv4uEJUYC2jFzkfng-xe3WUs3nNk71 YCrn6_UGgEdTzNyWgMpMeA6UzcgbY
1.0-0 1-0-0
Scale a 1:7.0
20 =
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdeft Ud PLATES GRIP
TCLL 20.0 Plate Grip OOL 1.25 TC 0.07 Vert(LL) 0.00 5 >999 240 MT20 244/190
TCOL 10.0 Lumber OOL 1.25 BC 0.01 Vert(CT) 0.00 5 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 000 2 n/a n/a
BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight 5 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1.0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing.
REACTIONS. (lb/size) 3=10/Mechanical, 2=130/0-3-0, 4=-WMechanical
Max Horz 2-42(LC 12)
Max Uplift 3=3(1-C 9). 2=73(LC 12)
Max Grav 3=11(LC 17), 2=130(LC 1). 4=12(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind, ASCE 7-10; Vutt=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=3.Opsf, h=25ft; 8=45ft: L=24ft; eave=oft; Cat.
II, Exp B, Encl., GCpi=O 18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 3 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 rd 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
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.2126
MITek USA, Inc. FL Cart 6634
raw Parits Ead Blvd. Tampa FL 33610
Data:
March 9,2018
O WARNING . Verify design parameters and READ NOTES ON Ties AND INCLUDED AOTEK REFERENCE PAGE Ma-7473 rev. /01031VIa BEFORE USE. Design
valid for use only with MiTak® connectors This design is based only upon parameters Shawn, and is air an Indwual buddkng component, not w- atrusssystem. Before use, me budding designer must verity the applicability of design parameters and property Incorporate Nu design into me overall budding
design Bracing irWkated b to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' isalwaysrequiredforstabilityandtopreventrditapsewithpossiblepersonalInjuryandtimpanidamage. for general guidanceregarding the hil riralion,
storage, dethery, erection and bracingof trusses and truss systems. no ANSVTPII Quality Criteria, 03849 and SCSI Building Component 6904 Parke East Blvd. Salary InformationavailablefromTwoPlateInstitute, 218 N. Lee Street, Suite 31Z Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Oty Ply or C_TRAY
I IParkSq/
Barcelona-A
T13452399
P2392ACT CJ3 JACK 13 1
Mid -Florida Lumber, Bartow, FL.
LOADING (psf) SPACING- 2.0-0
TCLL 20.0 Plate Grip OOL 1.25
TCOL 10.0 Lumber OOL 1.25
BCLL 00 Rep Stress Incr YES
BCDL 10.0 Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
8.130 s Sep 15 2017 MTek Industries, Inc. Fri Mar 9 10 51.39 2018 Page 1
10:ItiEL2vgrkv4uEJUYC2iFzkFng-xe3VVUs3nNk71 YCm6 UGgEdTeNxVgMpftneA6UzegbY
1-0.0 3-"
Scale: 11-1'
2x4 =
CSI. DEFL. in loc) Vde0 Ud
TC 009 Vert(LL) 0 00 4-7 999 240
BC 0.08 Vert(CT) 0 01 4-7 999 180
WB 0 00 Horz(CT) 0 00 3 n/a Na
Matrix -MP
REACTIONS. (lb/size) 3=71 /Mechanical, 2=188/0-3-8, 4=36/Mechanical
Max Horz 2=74(LC 12)
Max Uplift 3=34(LC 12), 2=66(LC 12)
Max Grav 3=71(LC 1), 2-188(LC 1), 4=52(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
PLATES GRIP
MT20 244/190
Weight: 11 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
NOTES-
1) Wind: ASCE 7-10, VuN=140mph (3-secondgust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; 8=45ft; L=24ft; eave=4ft; Cat
II; Exp B; Encl. GCpi=O 18: MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone;C-C for
members and forces S 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
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Phillp J. 01"an PE No.69126
AUT4k USA, Inc. FL Cart 4634
6904 Parka Eaa1 Blvd Tampa FL 33610
Oate:
March 9,2018
AWARNING - VeMy design parameters end READ NOTES ON TMS AND INCLUDED MTEK REFERENCE PAGE M/I.7173 rev. 10103IMS BEFORE USE.
Design valid foruseonlywith MITeklbconnectors. This designisbased onlyupon parameters shown. andIs for an Individualbudding component, not
a Was system Before use, me budding designer must verify mln eapplbiryof designparameters and properly Incorporate this design Into the overall budding
design Bracing indicated Is to prevent bucking of Individual truss web andiat chard members only Additional temporary and permanent bracing M iTek' Ialwaysrequiredforstabdayandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. for general guidance regarding trio fabrication.
aorage, delivery. erealon and bracing of trussesand Was systems, sea ANSUTP11 Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd ParkeEastSafetyInformationavailablehemPlateInstkute. 213 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa,
Job Truss Truss Type ary Ply Park Sq/Barcelona-A or C TRAY
T13452400
P2392ACT CJ3A JACK 1 1
8,1
Mid -Florida Lumber, Bartow, FL. S.130 s Sep 15 2017 MiTek Industries, Inc. Fn Mar 9 10:51:40 2018 Page 1
ID:IGEL2vgrkv4uEJUYC2jFzkFng-PrcuiC3Q82G9bhnygh7VDRAeAnHQZp3o6QNiewzcg bX
3-0.0
3-"
scale: 1"et'
20 =
344
LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip OOL 1.25 TC 0.10 Vert(LL) 0.01 3-6 >999 240 MT20 244/190
TCOL 10.0 Lumber DOL 1 25 BC 0.10 Vert(CT) -0.01 3.6 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a nla
BCDL 10.0 Code FBC2017frPI2014 Matrix -MP Weight: 10lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3.0-0 oc puriins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=118/Mechanical, 2=76/Mechanical, 3=42/Mechanical
Max Horz 1=49(LC 12)
Max Uplift 1=15(LC 12). 2=38(1_C 12), 3=3(LC 12)
Max Grav 1=118(LC 1), 2=76(LC 1), 3=54(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind. ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=3.Opsf; h=25ft; 8=45ft. L=24ft, eave=oft; Cat.
II; Exp 8; Encl. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;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 tail 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) 1, 2, 3
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. aftegan PE NoS6126
Wait USA, Inc. FL Cott 6634
MU Parka East Blvd. Tampa FL 33610
Date:
March 9,2018
Q WARNING • Wary des/gn parameters end READ NOTES ON TIOS AND INCLUDED AOTEK REFERENCE PAGE 11011-7473 rw. 100=013 BEFORE USE.
Oesign valid for use only with Wake Connector! This design is based onlyupon parameters shown, and Is for an Individual building Component. not
a lain system. Before use. e budding designer must vertfyme applicabilityofdesign parameters andproperty incorporate thisdesignIntothe overallm
bwldingdesign Braong Indicated fa toprevent buckling or indhndualtruss weband/or chord membersonly. Additional temporaryand permanent bracing M iTek' isalwaysrequiredforstabilityandtopreventCollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingmafabrication•
storage, delivery. erection andbracing of trusses and truss systems, ace ANSVIM Quality Criteria, OSS49 and SCSI Building Component 6904 Parke Eau 81vd. safety
Information available from Truss Plate institute. 218 N. Loa Sir", Suite 312, AlexandM. VA 22314. Tampa, FL 36610
Job Truss Truss Type Oy Ply Park Sq/Barcelona-A or C TRAY
T13452401
P2392ACT CJ3T SPECIAL 4 1
all
Mid -Florida Lumber, Bartow. FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Mar 9 10:51:41 2018 Page 1
IO:IUEL2vgrkv4uEJUYC2jFzkfng-u 1AGvY42uL000rMSEPVvMoN8b21GxyL47GBMzcgbW
1-0-0 2.1.12 3."
t-0-0 2.1.12 0-1-1 0-8-8
Scale: t'SV
2x4 =
d
CS
g
2.3-8 0-"
Plate Offsets (X.YI— f3 0-5-6.0-0-31
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.01 7 >999 240 MT20 244/190
TCOL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.01 7 >999 180
BCLL 0.0 Rep Stress Iner YES WB 002 Horz(CT) 0.01 5 n/a n/a
BCDL 100 Code FBC2017/TPI2014 Matnx-MP Weight: 13lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.0-0 oc purlins.
BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 20 SP No.3
REACTIONS. (lb/size) 2=189/0.3-0, 5=115/Mechanical
Max Horz 2=84(LC 12)
Max Uplift 2=-64(LC 12). 5=51(LC 12)
FORCES. (lb) -Max. CompJMax.-Ten. -All forces 250 (lb) or less except when shown
NOTES-
1) Wind: ASCE 7-10: VuR=140mph (3-second gust) Vasd=108mph; TCOL=4 2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=oft; Cat.
II; Exp B; Encl., GCpi=O 18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0. Intenor(1) 2-0-0 to 3-0-0 zone;C-C for
members and forces 3 MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL-1.60
2) This truss has been designed for a 10.0 psi 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
anll 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, S.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
OhpIgO52CpI8S.
Philip VRReann
electronic
MTek USA, Inc, PL Cart 6634.
6964 Parka Eats Blvd. Tampa FL 33610
Oatc:
March 9,2018
0 WARNING - Vadly design parameters and READ NOTES ON TMS AND INCLUDED dBTEK REFERENCE PAGE MP7473 rev. 100=015 BEFORE USE.
Oeahgn valid for use only with MRekO connectors This design Is based only upon parameters shown, and is for an Individual budding component, not
a truss system. Beforeuse• the budding designer must vent' theapplicability Ofdesign parametersand property Incorporate this designintothe overall
budding design. BracingIndicated Isto prevent buckling of Individual thusweband/or chord members only. Additional temporary and permanent bradng M iTek' Isalwaysrequired for stability and to prevent collapse with possible personal Injury and property damage Forgeneral guidance regarding the
fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSVrPH Duality Criteria, 03849 and BC51 Building Component 6904 Parke East Blvd. Safety Information available hom Trans Plate Instiltne• 218 N Lee Street. Suite 312, Alexandna. VA 22314 Tampa. FL 36610
Job Truss Truss Type Oty Ply Park Sq/Barcelona-A or C TRAY
T13452402 IP2392ACTCJ5JACK101
Job Reference (optionall
Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Mar 9 10:51.41 2018 Page 1
ID:tUEL2vgfkv4uEJLIYC2iFzkFng-utAGvY42uLOODrM9EPVMfIjlVBa4lGlyL47GSMzcgbW
1-0-0 5.0-0
7-0-0 5-0-0
2x4 =
Scale = 1:17 0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Ude9 L/d PLATES GRIP
TCLL 20.0 Plate Grip COL 1 25 TC 032 Vert(LL) 004 4-7 >999 240 MT20 244/190
TCOL 10.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.06 4-7 >988 .180
BCLL 00 Rep Stress Incr YES WB 0.00 Horz(CT) -000 3 n/a n/a BCDL
10.0 Code FOC2017frPI2014 Matrix -MP Weight: 18 lb FT = 20% LUMBER-
BRACING - TOP
CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT
CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (
lb/size) 3=127/Mechanical, 2=264/03-8, 4=64/Mechanical Max
Horz 2=108(LC 12) Max
Uplift 3=-64(LC 12), 2=73(LC 12) Max
Grav 3=127(LC 1), 2=264(LC 1). 4=91(LC 3) FORCES. (
lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES-
1)
Wind: ASCE 7-10: Vuft=140mph (3-second gust) Vasd=108mph. TCDL=4 2psf; BCOL=3.Opsf,. h=25ft; 8=45ft; L=24ft; eave=oft; Cat. II;
Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0.0, Interior(1) 2-0-0 to 4-11-4 zone;C-C for members
and forces 3 MWFRS for reactions shown; Lumber OOL=1.60 plate grip OOL=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 This
item has been electronically
signed and sealed
by ORegan, Philip, PE using
a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the signature
must be verified OPhilip
JyaRogaePE No59124pies. Wait
USA, Inc. FL Cart 6634 6904
PaAu Eaet Blvd. Tamps FL 33610 Oats:
March
9,2018 AwARN-
a - Verify design parameters and READ NOTES ON TNS AND INCLUDED WTEK REFERENCE PAGE MI.1473 rov. 14100=01S BEFORE USE. Design
valid for use only with MfTek& eonneGors. This design is based only upon parameters shaven, and Is for an individual budding component, not a
truss "am Betwe use, the budding designer must verify the appliubiiity of design parameters and property incorporate this design Into the overall Willing
design Bracing indicated is to prevent buelding of individual toes web and/or Gard members only. Additional temporary and permanent orauno M iTek' isalwaysrequiredforstabilityandtopreventcollapsewMpossiblepersonalInluryandpropertydamage. For general guidanceregarding me fabrication,
storage, delivery, erection andbradng of trusses andwss systems. no ANSVIPII Quality Criteria, 03849 and SCSI Building Component 6904 Parke East Blvd. SafetyInformationavailablefromTrussPlataInstnute, 218 N. Lee Street. Suite 31Z Alexandria, VA 22314. Tempo, FL 36610
Job Truss Truss Type City Ply Park Sq/Barcelona-A or C TRAY
T13452403
P2392ACT CJST SPECIAL 4 1
all
Mid -Florida Lumber, Bartow. FL. 8.130 s Sep 15 2017 MTek Industries. Inc Fn Mar 9 10:51:42 2018 Page 1
ID:IUEL2vgrkv4uEJUYC2jFzkFng-MDkf7u5gHVNflxLo61 zlsFuRawN 1j752ksgjpzcgbV
t 00 2.1-12 2 5."
t-0-0 2•1.12 0 1- 2 2.1.8
Stale = 1.17.0
2x4 =
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 050 Vert(LL) 0.11 6 >540 240 MT20 2441190
TCDL 10 0 Lumber DOL 1.25 BC 019 Vert(CT) -0.14 6 >421 180
BCLL 0.0 Rep Stress Incr YES W8 0.04 Horz(CT) 0.07 5 n/a n/a
SCOL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 19 lb FT = 20eh
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.0.0 oc purlins.
BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 4=165/Mechanical, 2=267/0-3-8, 5=29/Mechanical
Max Horz 2=108(LC 12)
Max Uplift 4-71(LC 12), 2=72(LC 12)
Max Grav 4=165(LC 1), 2=267(LC 1), 5=59(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind. ASCE 7-10: Vutt-140mph (3-second gust) Vasd-108mph; TCOL=4.2psf; BCOL=3.Opsf, h=25ft; 8=45ft; L=24ft, eave=oft; Cat.
II; Exp 8; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0. Intenor(1) 2.0-0 to 4-11-4 zone,C-C for
members and forces 3 MWFRS for reactions shown; Lumber OOL=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 3.6.0tall by 2-0-0wide
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
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J, VR"an PE No.58126
Walt USA, Inc. FL Cart 6634
WPub East Blvd. Tampa FL 3UI0
Dab:
March 9,2018
QWARNINO • VoAry daslgn parameters and READ NOTES ON TNIS AND INCLUDED MTEK REFERENCE PAGE 11191-7473 rev. 140Yl015 BEFORE USE.
Design alki for use only with MRela® connectors. This design is based only upon parameters shown, and is for an Individual budding component. not
aVass "am Before use, the budding designer must verify the applicability of design parameters and property incorporate this design Into the overall budding
design Bracing indicated Is to prevent buckling of individual truss web andldr chord members only. Additional temporary and permanent bracing M iTek' IsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For generalguidance regarding me fabrication,
storage, dell"ry, ernslon andbracing of wsses and miss "am$. $ee ANSIRPI1 Quality Criteria. OSS49 and SCSI Building Component 6904 Parke East Blvd. SofatyInformationavailablefromTrussPlateInstitute. 210 N. Lee Street, Suns 312. Alexandria, VA 22314 Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq/Barcelona-A or C TRAY1 T13452404
P2392ACT 01 MONO HIP 2
all
Mid-Flodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fn Mar 9 10:51:43 2018 Page 1
ID INEL2vgrkv4uEJUYC2iFzkFng-gOI1KE61ozelS9WXLgYCg4ota 8xmz EoOcNFFzcgbU
1-0 0 74-14 143-4 16-5-0
1-0 0 74-14 6.10.6 2.1.12
4xS = 1 Sx4 11 Scale - 1.43 1
4 5
o 6
3x4 = 1x4 II 30 = 30 =
LOADING (psi) SPACING- 2.0-0 CSI. OEFL. in loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1 25 TC 061 Vert(LL) 0.07 8-11 999 240 MT20 244/190
TCOL 10.0 Lumber OOL 1.25 BC 0.56 Vert(CT) 0.17 8-11 999 180
BCLL 0.0 Rep Stress Iner YES WB 0.88 Horz(CT) 002 6 n/a n/a
BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 101 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No 2
WEBS 2x4 SP No.3 BOT CHORD
REACTIONS. (lb/size) 6=649/Mechanical; 2=713/0-3-8
Max Horz 2=264(LC 12)
Max Uplift 6=207(LC 12). 2=146(LC 12)
FORCES. (lb) - Max CompJMax. Ten. -All forces 250 (lb) or less except when shown
TOP CHORD 2-3=970/159, 34=295/22
BOT CHORD 2-8-3541817, 7-8=354/817 WEBS 3-
8=0/323, 3-7=737/309, 4-7=98/477, 4-0=654/311 Structural wood
sheathing directly applied or 5-3-11 ot: purlins, except end
verticals. Rigid ceiling
directly applied or 9-7-14 oc bracing. NOTES- 1)
Unbalanced
roof live loads have been considered for this design 2) Wind:
ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCOL=4 2psf; BCDL=3 Opsf; h=25ft; 8=45ft; L=24ft, eave=oft, Cat. 11, Exp
B; Encl., GCpi=0.18. MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-3-4. Exterior(2) 14-3-4 to 16-3-
4 zone;C-C for members and forces 3 MWFRS for reactions shown; Lumber OOL=1.60 plate grip OOL-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 bottomchord in all areas where a rectangle 3-6-0 tall by 24-0 wide will fit
between the bottom chord and any other members. 6) Refer
to girder(s) for truss to truss connections. 7) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 6=207.
2=146. This item
has been electronically signed
and sealed by
ORegan, Philip, PE using a
Digital Signature. Printed copies
of this document are
not considered signed and
sealed and the signature must
be verified on any
electronic copies. Philip J.
ORegan PE No.58126 f61Tak USA,
Ina FL Cad 6634 ' 6904 Par
a East Blvd. Tampa FL U1110 OaG: March
9,
2018 . AWARNING- Verify
das/gn parameters and READ NOTES ON 1`103 ANDINCLUDED AOTEK REFERENCE PAGE A047472 rev. fa,12/2015BEFORE USE. Design valid
for use only with MfTek4A connectors This design Is Dosed only upon parametersshown, and Is (or an Individual budding component• not a truss "
am. Before use, the building designer must verily the appilubrkty of design parameters and property incorporate this design into the overall budding design.
Bracing Indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing M iTek Is alwaysrequiredforstabilityandtopreventconapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrkadon, storage•
delivery, erect" and brsahtg of trusses and truss systems, see ANSVrPI1 Oualky Criteria, 05849 and SCSI Building Component 6904 Parke East Slvd Safety InformationovadabfehornTrussPlataInstitute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 36610
Job Truss Truss Type oty Ply Park Sti/Barcelona-A or C TRAY
T13452405lJobP2392ACTDITSPECIAL11
Reference (optionall '
Mid -Florida Lumber, Bartow, FL.
6-0-6
LOADING (psi) SPACING- 2-0-0 CSI.
TCLL 20.0 Plate Grip OOL 1 25 TC 1.00
TCDL 10.0 Lumber OOL 1.25 BC 0.86
BCLL 0.0 Rep Stress Ina YES WB 0.20
SCOL 100 Code FBC2017frP12014 Matrix -MS
LUMBER -
TOP CHORD 2x6 SP No.1 'Except'
3-5: 2x6 SP No 2
BOT CHORD 2x4 SP No.2 'Except'
7-8,9-10: 2x4 SP No.3, 2-4. 2x6 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (lb/sae) 1=667/0-3.8, 5=654/Mechanical
Max Horz 1=78(LC 11)
Max Uplift 1=148(LC 12). 5=151(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-292/113. 2-3=1227/407, 3-4=1227/407, 4-5-285/117
BOT CHORD 2-6=255/1097. 4-6=255/1097
WEBS 3-6=114/529
8.130 s Sep 15 2017 MiTek Industries. Inc Fn Mar 9 10:51:43 2018
4uEJUYC2iFzkfna-aOI1KE610zeiS9WALoYCa4oxL 6Fm7fEo0cNF
8-0-8
Sx5 =
DEFL. in (loc) Well L/d
Vert(LL) -018 6-13 >999 240 Vert(
CT) -0.36 6-13 >536 180 Horz(
CT) 0.27 5 n/a n/a 2-
0-6 2x4
11 Scale =
1,29 5 PLATES
GRIP MT20
244/190 Weight:
83 lb FT = 20% BRACING -
TOP
CHORD Structural wood sheathing directly applied. BOT
CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES-
1)
Unbalanced roof live loads have been considered for this design. 2)
Wind. ASCE 7-10: Vu@=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=25ft; B=45ft; L=24ft; eave=41t; Cat. II;
Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-3-0, Interior(1) 3-3-0 to 8-4-0. Exterior(2) 8-4-0 to 11-"
zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp 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)
Bearing at joint(s) 1 considers parallel to grain value using ANS11TPI 1 angle to grain formula. Building designer should verify rapacity
of bearing surface 7)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding100 lb uplift at joint(s) except (jt=lb) 1=
148, 5=151. 0
WARNING - Vartly design parameters and READ NOTES ON TNIS AND INCLUDED aOTEK REFERENCE PAGE MLL7473 rev. 1ra02r2015 BEFORE USE. Design
valid for use only wan MfTek® connectors. This design is based only upon parameters anown, and Is for on individual budding component, no a
eras system. Before use, me budding designer must verify the applicability of designparameters and property Incorporate this design Into the overall budding
design Bracing indicated is to prevent budding of indhddual Owe web and/or chord members only. Additional temporary and permanent tracing Is
always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the a
I" ion. storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSS49 and BCSI Building Component safetyInformationavailablefromTrussPlataInstitute, 218 N. Lea Street. Suite 31Z Alexandria, VA 22314. This item
has been electronically signed
and sealed by
ORegan, Philip, PE using a
Digital Signature. Printed copies
of this document are
not considered signed and
sealed and the signature must
be verified on any
electronic copies. Pbillp J,.V"an PE No.5E126. Wall USA,
Inc. FL Cart 4634 OU Parke
East Blvd. Tampa FL U610 Oats: March
9,
2018 w' MOW
6904
Parke
Fast &A. Tampa. FL
36610
Job Truss Truss Type Ory, Ply Park Sq/Barcelona-A or C TRAY
T13452406
P2392ACT 02 MONO HIP 2 1
D o all
Mid -Florida Lumber, Bartow, FL. S.130 s Sep 15 2017 MTek Industries, Inc. Fri Mar 9 10:51:44 2018 Page 1
ID:tUEL2vgrkv4uEJUYC2jFzkf ng-IcsPYa7wSGma4J4kvX3RNHLE70Z2VUYO 12LxnhzcgbT
1-0-0 6-4-14 12.3.4 16.5-0
1-0-0 6-4-14 5.10.6 4-1-12
J
4X8 =
14
1 5X4 11 Scale = 1.38.5
e
30 = 1X4 II 3X4 = 3X4 =
6.4.14 +
6-4-14
12.3.4
5-10.6
16.5-0
4-1-12
Plate Offsets IX.Y)— r4.0-5-4.0-2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip OOL 1.25 TC 0.43 Vert(LL) -0.04 8-11 >999 240 MT20 244/190
TCDL 10.0 Lumber OOL 1.25 BC 0.44 Vert(CT) -0.11 8-11 >999 180
BCLL 00 Rep Stress Incr YES WB 061 Horz(CT) 0.02 6 n/a n/a
SCOL 10.0 Code FBC2017frP12014 Matrix -MS Weight. 95 Ib FT = 20eA
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-3-6 oc bracing.
REACTIONS. (lb/size) 2=713/0-3-8.6=649/Mechanical
Max Horz 2=231(LC 12)
Max Uplift 2=159(LC 12). 6=-193(LC 12)
FORCES. (lb) - Max. CompJMax. Ten - All forces 250 (lb) or less except when shown
TOP CHORD 2-3=10231231, 3-4=-455/109
BOT CHORD 2-8=-3931872. 7-8=393/872. 6-7=156/335
WEBS 3-8=0/273, 3-7=-620/271, 4-7=92/428, 4-6=608/284
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; VuR=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCOL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0. Intenor(1) 2-0-0 to 12-3-4, Exterior(2) 12-3-4 to
16-3-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber OOL=1 60 plate grip OOL=1.60
3) Provide adequate drainage to prevent water ponding. -
4) This truss has been designed for a 10.0 pal 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 chard and any other members
6) Refer to girder(s) for truss to truss connections. This item has been
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) electronically signed and2=159, 6=193.
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed,and the
signature must be verified
on any electronic copies. Philip J. altegan PE No.51126
IdTsk USA, Inc. FL Cart 4634
6904ParsEast Blvd. Tampa FL 33610
Oats:
March 9,2018
O WARN/NO - Verily design panriet. and READ NOTES ON TMS AND INCLUDED A9TEK REFERENCE PAGE A0144" rev. 10031MS BEFORE USE.
Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not-
a truss system Before use, the budding designer must verify the Applicability of design parameters and property incorporate this design Into theoverall
budding doogn Ste" indicated Is to preventbuddingoftndMdual trussweb and/orchard members only Additional temporaryand permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the
fabrication. storage, delivery, areeon and bracing ofbasses and truss systems, see ANSUTP11 Quality criteria, OSS49 and SCSI Building component 6904 Peke East BIMSafetyInformationavailablefromThusPlateInstitute, 216N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 38610
Job Truss Truss Type Oty Ply Park Sq/Barcelona-A or C TRAY
T13452407
P2392ACT 02T SPECIAL 2 1
Job Reference (orationall
Mid -Florida Lumber, Bartow. FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fn Mar 9 10:51:45 2018 Page 1
1D:INEL2vgrkv4uEJUYC21FzkFng-=Onhv7YyauRi7twTFagwMl3ooZE 16XFi5UK8zcgbS
2 3 8 84-0 144-0 18$ 2
2 3 8 6-" 6.0-S 2-3 8
LOADING (psf) SPACING- 2-0-0 CSI.
TCLL 20.0 Plate Grip DOL 1 25 TC 0.86
TCDL 10.0 Lumber DOL 1 25 BC 0.87
BCLL 0.0 Rep Stress Incr YES WB 0.20
BCDL 10.0 Code FBC2017/TPI2014 Matnx-MS
LUMBER -
TOP CHORD 2x6 SP No.1
BOT CHORD 2x4 SP No.2 'Except'
7.8,9.10: 2x4 SP No.3, 2-4: 2x6 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 1=676/0-3-8, 5=66310.3-8
Max Horz 1=78(LC 10)
Max Uplift 1=150(LC 12). 5=153(LC 12) .
FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-297H18, 2-3=1264/415, 3.4=1265/414. 4-5=288/120
BOT CHORD 2.6=-259/1131, 4-6=25911131
WEBS 3-6=115/538
Scale - 1:30.8
5x5 =
OEFL. in (loc) udefl Ltd PLATES GRIP
Ven(LL) -0.18 6-16 >999 240 MT20 244/190
Vert(CT) -0.38 6-13 >523 180
Horz(CT) 0.30 5 n/a hire
Weight: 84 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind, ASCE 7-10; Vu@=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCOL=3.Opsf; h=25ft; 8=45ft; L=24ft; eave=4ft; Cat.
11; Exp B; Encl.. GCpi=0.18: MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-3-0, Intenor(1) 3.3-0 to 8-4-0, Exterior(2) 84-0 to
114-0 zone,C-C for members and forces d MWFRS for reactions shown; Lumber OOL=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 2-0-0wide
will fit between the bottom chord and any other members.
5) Bearing at joint(s) 1, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should vent'
capacity of bearing surface
6) Provide mechanical connection (by others) oftruss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (it=lb)
1=150, 5=153.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
O
Philip J. aReny electronicanPENoI9126pies.
M1Tek,USA, Inc. FL Cart 4634
690A Parke E&M Blvd. Tampa FL 33610
Oafs:
March 9,2018 .
AWARNING - Verity design parameters and READ NOTES ON I)@$ AND INCLUDED 60TEK REFERENCE PAGE Au47472 rev. 10,111aa015 BEFORE USE.
Design valid for use onlywith MlTek* connectors This design Is based onlyupon parameters shown• and is for an individual building component, not
a truss "am Sel" use, the building designer must verity the applicability of design parameters and property Incorporate this design into me overall
building design. Srsong Indicated Is to prevent bucpBig of Individual thus web and/or chord members only Additional temporary and permanent bracing M Tek' la sways required for stabilityy ato prevent collapse with possible personal Injury and property damage, for general guidance regarding the fabrication,
storage, delivery, erection and bracing Of vasesand truss systems, see ANSIITPII Quality Criteria, OSS49 and SCSI Building Component 69W Puke East Blvd. Safety
Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa. FL 36610
Job Truss Truss Type Oty Ply Park Sq/Barcelona-A or C TRAY
T13452408
P2392ACT D3 MONO HIP 2 1
Job Reference a
Mid-Flanda Lumber, Bartow, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Fd Mar 9 10:51:46 2018 Page 1
ID:IUEL2vgrkv4uEJUYC2iFzkPng-E_9yF8Aiu01JeE61 y6vSiOZpCGUzM2hUMq 1 sazegbR
1-0-0 5-4-14 10-3-4 16.5411
1-0-0 5-4-14 4-106 6-1-12
axe =
14
2x4 II
1s 16 5
3x4 = tx4 II 3x4 = 3x4 =
54-14 10.3.4 lot."
54-14 4-10.6 6.1.12
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25
SCLL 0.0 Rep Stress Incr YES
BCDL 10.0 Code FBC2017/TPI2014
CSI. DEFL. in loc) Udefl Ud
TC 0.48 Vert(LL) 0.04 6-7 999 240
SC 0.37 Vert(CT) 0 O8 6-7 999 180
WB 0.74 Horz(CT) 0.02 6 n/a n/a
Matnx-MS
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No 3 80T CHORD
REACTIONS. (lb/size) 2=713/0-3-8.6=649/Mechanical
Max Horz 2=198(LC 12)
Max Uplift 2=171(LC 12). 6-192(LC 9)
FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=1069/296, 3-4=622/192
BOT CHORD 2.8= 424/919, 7-8=424/919, 6-7=224/503
WEBS 3-7=-484/231, 4-7=71/409, 4-6=640/286
Scale = 1.33.2
PLATES GRIP
MT20 244/190
Weight: 90 lb FT = 20%
Structural wood sheathing directly applied or 5-5-2 oc puffins,
except end verticals
Rigid ceiling directly applied or 9-0-2 oc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.Opsf; h=25ft, B=45ft; L=24ft; eave=4ft; Cat.
II; Exp 8, Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1.0-0 to 2-0-0, Interior(l) 2-0.0 to 10-3-4, Exterior(2) 10-3-4 to
14-6.3 zone;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) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b)
2=171, 6=192.
O WARNING • VorNy design Parameters and READ NOTES ON IMS AND INCLUDED MITEK REFERENCE PAGE Ma-7473 rw. I0mots BEFORE USE.
Oaspn valid for use onlywith MITan® Connectors This designrs based onlyupon parameters shown, and is foran individual budding component, not
a truss system. Before use. the budding designer must verily the applicability ofdesign parameters and properly Incorporate this design Into the overall
budding design. Bracing irxlirated le toprevent buddingofIndividual trussweband/or rnom members only. Additionaltemporaryand permanent bracinglealwaysrequiredforstabilityaretopreventcollapsewithpossiblepersonaltniuryarepropertydamage. For general guidance regaining the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSVrPl1 Quality Criteria. OSS49 and SCSI Building ComponentSafetyInformationavailablefromTrussPlataInstitute, 216N. Lae Street, Suite 312. Alexandria, VA 22114.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
onAOip10electronicaPEN5guapies.
Wilk USA, Inc. FL Cart 4634
6904 Parke Eatd Blvd. Tampa FL =10
Dab:
March 9,2018
MiTek'
6904 Parke East Blvd.
Tampa. FL 36810
Job Truss Truss Type Oty Park Sq/Barcelona-A orC TRAYjPly Tt3452409
P2392ACT D3T SPECIAL 1 1
b o o all
Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fn Mar 9 10:51.47 2018 Page 1
ID IbEL2vgrkv4uEJUYC21FzkFng-iBXYAb9pUB89xmplafd8'wzd5bVkivrgjOab00zcgbO
2 3 8 5-1$ "fN 14-4-0 t8A 0
2J-8 2-10.0 1-10 8 2-0 0 1-11) 8 2-10-0 2 3 8
5x6 =
21
LOADING (psf) SPACING- 2-0-0 CSI.
TCLL 20 0 Plate Grip DOL 1.25 TC 0.95
TCDL 10.0 Lumber DOL 1.25 BC 0.82
SCLL 00 Rep Stress Incr NO WB 0.38
BCDL 100 Code FBC2017/TPI2014 Matnx-MS
LUMBER.
TOP CHORD 2x6 SP OSS 'Except'
4-5 2x6 SP No.2
80T CHORD 2x4 SP No.2 'Except'
11-12,13-14: 2x4 SP No.3, 2.7: 2x6 SP No 1
WEBS 2x4 SP No.3
REACTIONS. (lb/sae) 1=1133/0-3.8, 8=1119/0-3.8
Max Harz 1=66(LC 7)
Max Uplift 1-319(LC 8). 8=-323(LC 8)
6x6 = ,
2x4 II
Scale = 1:28.5
OEFL. in (loc) UdeO L/d PLATES GRIP
Ven(LL) -0.21 10-17 >944 240 MT20 244/190
Ven(CT) -0.43 10-17 >455 180
Horz(CT) 037 8 n/a Iva
Weight 96 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc punins.
BOT CHORD Rigid ceiling directly applied or 9-7-3 oc bracing.
FORCES. (lb) - Max Comp /Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-499/157, 2-3=3354/1009, 3-4=-2784/860, 4-5=2508/796, 5.6-2799/866,
6-7=3344/1014, 7-8=492/159
BOT CHORD 2- 10=-906/325 1, 9-10=675/2488, 7-9=-911/3232
WEBS 4-10=241/1001, 5-9=245/998, 3-10=-947/283, 6-9=903/282
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf,, BCDL=3 Opst; h=25ft; B=45ft; L=24ft, eave=oft; Cat.
11; Exp B; Encl.. GCpi=0.18: MWFRS (directional): Lumber DOL=1.60 plate grip OOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psi bottom chord live load noncencurrent 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) 1, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b)
1=319, 8=323.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 149 lb down and 171 lb up at
7-0-0, and 96 lb down and 102 lb up at 8-", and 149 lb down and 171 lb up at 9.841 on top chord, and 291 lb down and 108 lb up
at 7-0-0. and 59 lb down at 8-4-0, and 291 lb down and 108 lb up at 9-7-4 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8).
LOAD CASE(S) Standard
1) Dead +• Roof Live (balanced): Lumber Inuease=l 25, Plate Increase=1.25
Uniform Loads (pd)
Vert: 1-16=82, 4-16-60, 4-5=60, 5-7=-60, 7-8=-82, 15-18=20
cf ('40b(%r 198•R Laslpn pauamataa and READ NOTES ON T10S AND INCLUDED AOTEX REFERENCE PAGE Aa47472 mv. 10022015 BEFORE USE.
Designvalidforuse dntywdh MITel* connectors This design is baud only upon parameters Dawn, and Is forand individual budding component, not
atruss system. Before use, the budding designer must verify One applicability of design parameters and property incatporoo this design Into the overall
buadMg design Bracing indlCated IS to prevent buCk Mg of individual trusswebAndrar Chord members only. Additional temporary and permanent bracing
Is alwaysrequired for stabilityand to prevent Collapse with possible personal Injury and property damage. For general guidance regardingthe
fabrication, storage, delivery, erection and bracing of trusaas and truss systems, see ANSIrrPIt Quality Criteria. OSS49 and SCSI Building ComponentSafetyIntormationavailabletramTrussPlataInstitute, 218N. Lee Street, Suds 31Z Alexandria, VA 22314. This
item has been electronically
signed and sealed
by ORegan, Philip, PE using
a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the signature
must be verified on
any electronic copies. Phillp
J. O'ReganPE No.68124 MTsk
USA, Inc. FL C04634 MU
Parke East Blvd. Tampa FL 33610 00m
March
9,2018 MiTek'
6904
Parke East Blvd. Tampa,
FL 36610
Job Truss Truss Type Oty Ply Park SyBarcelona-A or C TRAY
T13452409
P2392ACT D3T SPECIAL 1 1
all
Mid-Flodda Lumber, Bartow, FL. 8 130 s Sep 15 2017 MTek Industries, Inc Fn Mar 9 10 51 47 2018 Page 2
IO:IhEL2vgrkv4uEJUYC2lFzkFng-iBXYAb9pUB89xmplafd87wzd5bVkiwc jOabOOzcgbO
LOAD CASE(S) Standard
Concentrated Loads (Ib)
Vert' 4=102(F) 5=102(F) 10=291(F) 9=291(F) 21=96(F) 22=29(F)
O WARMING - Verily design parameters and READ NOTES ON TMS AND INCLUDED NREX REFERENCE PAGE NO-7473 rev. 1010MOtS BEFORE USE.
Oesign valid for use only with MITak® connectors. This design is based only upon parameters shown, and is foran Individual budding Component, not
a Coss system. Before use, the building designer must verify the applicability ordesign parameters and properly Incorporate this design overallotheoverall
building design. Bracing indicated le to prevent bucWing ofindividual buss web and/or Nord members only. Additional temporary and permanent bracing M ITek' Is always required for stability and to prevent Collapse withn possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracingoftrusses and Coss systems, see ANSIITPI1 Quality Criteria, OSS49 and SCSI Building Component SOUParke Eau Blvd. Safety IMomudon available from Truss Plate Institute, 216 N. lie Street, Suite 31Z Alexandria, VA 22314 Tampa, FL 36610
Job Truss Truss Type Oty Ply Park SgBarcelona-A or C TRAY
T13452410
P2392ACT 04 MONO HIP 1 1
eall
Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Mar 9 10:51:47 2018 Page 1
10:16EL2vgrkv4uEJUYC2iFzkFng4BXYAb9pUB891ortpiafd8?wzmzbX9iu%Oab00zcgbO
t 0 0 44-14 8.34 12.42 6 16.5.0
1-0 0 44-14 3.10-6 4-0-14 4-0-14
40 =
30 =
13 5 14
Scale - 1 29.2
1 Sx4 11
3x4 = 3x8 = 30 =
LOADING (psf) SPACING- 20-0• CSI.
TCLL 20.0 Plate Grip DOL 125 TC 0.32
TCOL 100 Lumber DOL 1 25 BC 0.67
BCLL 0.0 Rep Stress Incr YES WS 0.43
SCOL 10.0 Code FBC2017rrP12014 Matrix -MS
DEFL. in (loc) Well L/d PLATES GRIP
Vert(LL) -009 7-8 >999 240 MT20 244/190 Vert(
CT) -0.18 7-8 >999 180 Horz(
CT) 002 7 n/a n/a LUMBER-
BRACING - TOP
CHORD 20 SP No.2 TOP CHORD BOT
CHORD 2x4 SP No 2 WEBS
2x4 SP No 3 BOT CHORD REACTIONS. (
lb/sae) 2-713/0-3-8, 7=649/Mechanical Max
Harz 2=164(LC 12) Max
Uplift 2=181(LC 12), 7-208(LC 9) FORCES. (
lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP
CHORD 2-3-1081/367. 3.4=-802/256, 4-5=665/269 BOT
CHORD 2-8=-460/948, 7-8=204/468 WEBS
3-8=324/215.5-8-95/316.5-7=663/297 Weight
86 lb FT = 20% Structural
wood sheathing direly applied or 54-11 oc puffins, except
end verticals. Rigid
ceiling directly applied or 8-8-2 oc bracing. NOTES-
1)
Unbalanced roof live loads have been considered for this design 2)
Wind: ASCE 7-10; Vun=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf; BCDL=3.Opsf, h=25ft; B=45ft, L=24ft, eave=oft, Cal. 11;
Exp B; Encl.. GCpi=O 18: MWFRS (directional) and C-C 6denor(2) -1.0.0 to 2-", Intenor(1) 2.0.0 to 8-3-4, Extenor(2) 8-3-4 to 124-
2 zone;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL-1.60 plate gnp 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 ties been designed for a live load of 20 Opsf onthe bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will
fit between the bottom chord and any other members. 6)
Refer to girder(s) for truss to truss connections. 7)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding100 lb uplift at joint(s) except Otalb) 2=
181, 7=208. This
item has been electronically
signed and sealed
by ORegan, Philip, PE using
a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the signature
must be verified on
any electronic copies. Phillip
J. 01tegan PE Na58126 III
USA, Inc. FL Cart 4634 6804
Part EM Blvd. Tampa FL 33610 Ode:
March
9,2018 QWARN/
fJ0 - Verify dealgn paramorara and READ NOTES ON 17A5 AND INCLUDED aOTEK REFERENCE PAGE Ma•7473 rw. 1e0312015 BEFORE USE. valid
for use only withMiTekm connectors This design Is based only upon parameters shown, and Is for an Individual building component, not Et athussystemBeforeuse, trio building designer mustverity mtye appliealiofdesign parametersand propertydteoryorate thisdesign into me overall buildingdesign
Bracing indicated is to prevent buckling of Individual trussweb and/or chord members a*. Additional temporary and permanent ermAng Welk' is alwaysrequiredforstabilityandtopreventCollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding trio fabrication. garage,
delivery, erection and braong of trusses and truss systems, see ANSVIPad Quality Crkerla, OSS49 and SCSI Building Component 6904 Parka Fast Blvd. Safety IMomudonavailablefromThusPlateInstitute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa FL 36610
Job Truss Truss Type Oy Ply Park Sq/Barcelona-A or C TRAY
T13452411
P2392ACT D5 COMMON 3 1
ob of ce a
Mid -Florida Lumber, Bartow, FL. 8 130 s Sep 15 2017 MTek Industries, Inc. Fd Mar 9 10:51.48 2018 Page 1
ID:16EL2vgrkv4uEJUYC2jFzkFng-AN5wNxARFVG02wOVSN8NX7Vxd?tORPAygJBxSzcgbP
1-0-0 4-5-4 8.4-0 12.2.12 16-5-0
1-0-0 444 3-10-12 3-10.12 4.2.4
4x4 =
Scale = 1.30 2
Id
US =
3x4 =
ad-0
t 8-4-0
30 =
165-0
8-1-0 1
Plate Offsets (X.Y)- 12:0-G-4.Edoel
LOADING (psf) SPACING- 24)-0 CSI. OEFL. in loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Gnp DOL 1.25 TC 0.33 Vert(LL) -0.08 7-13 >999 240 MT20 244/190
TCOL 10.0 Lumber OOL 1 25 BC 0.63 Ven(CT) -0 17 7-13 >999 180
BCLL 00 Rep Stress Incr YES WB 0.18 Horz(CT) - 0.02 6 n/a Ma
SCOL 10.0 Code FBC2017lrP12014 Matrix -MS Weight: 72 lb FT = 200A
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc puffins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0oc bracing.
WEBS 20 SP No.3
REACTIONS. (lb/size) 6=655/Mechanical, 2=718/0-3-8
Max Horz 2=88(LC 11)
Max Uplift 6=-155(LC 12). 2=200(LC 12)
FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less exceptwhen shown
TOP CHORD 2-3=-1091/381, 3-4=-817/289, 4-5=814/301, 5-6=1077/387
BOT CHORD 2-7=-299/956. 6-7=286/924
WEBS 4-7=126/482, 5-7=-297/181, 3-7-328/191
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) ,Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf,, BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft, Cat.
ll; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0-0, Intenor(1) 2-0-0 to 8-4-0, Exterior(2) 8-4-0 to
11-" zone;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 bads.
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 rd 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 beanng plate capable of withstanding 100 lb uplift at joint(s) except (it=lb) This item has been
6=155, 2=200. electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies. Phdlp J. VRegan PE No.58126
Walt USA, Inc. FL C06SU
NIX Parise EastBlvd. Tampa FL 33610
Data:
March 9,2018
QWARNING • Verfry Oealpn Parameters and READ NOTES ON TFSS AND INCLUDED A6TEK REFERENCE PAGE A0F7173 rw. 1dOY1016 BEFORE USE.
Oesign valid for use only withMlTek* connectors This design is based only upon parameters shown, and Is (at an individual budndng component, not
atruss system. Before use. the budding designer must verdy the appllrabnbty of design parameters and property Incorporate this design into the overall
building design Bracing Indicated Is to prevent budding ofIndividual truss web and/or chord members only. Additional temporary and permanent bracing M Te k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSUrPI1 Quality Criteria. OSS41 and SCSI Building component 6904 Paine East Blvd.
Safety Intonnadon available from Truss Plata Insutute. 21S N. Lae Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type City Ply Park Sg/Barcelona-A or C_TRAY
T13452412
P2392ACT E1 HIP 1 1
b Reference tootionall
Mid -Florida Lumber, Bartow, FL. 8 130 s Sep 15 2017 MTek Industries, Inc. Fit Mar 9 10.51:49 2018 Page 1
10:INEL2vgrkv4uEJUYC2lFzkFng-26bHA3opOtA4zhi4tc4L26zPGNA107AK3hTvzcgbO
1-0-0 5-0-0 6-0-0 114-0
1-0-0 5-0.0 1-0-0 5.0.0
4x4 =
30 =
4x4 =
Scale - 1 20 3
3x4 =
LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in (loc) Well Ltd PLATES GRIP
TCLL 200 Plate Grip DOL 1.26 TC 0.35 Ven(LL) -0.04 6-10 >999 240 MT20 244/190
TCDL 100 Lumber DOL 1.25 SC 0.43 Vert(CT) -0.07 6-10 >999 180
SCLL 0.0 ' Rep Stress Inv NO WS 0.08 Horz(CT) 0.01 5 We n/a
BCDL 10.0 Code FSC2017rrP12014 Matnx-MS
LUMBER -
TOP CHORD 2x4 SP No.2
SOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 5=624/Mechanical, 2=690/0-3-8
Max Horz 2=57(LC 7)
Max Uplift 5-160(LC 8), 2=207(LC 8)
FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1037/276, 3-4=-883/275, 4-5=1024/275
BOT CHORD 2-7=191/874, 6-7=190/883, 5-6=1921876
Weight, 43 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-3.15 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10: Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=oft, Cat.
It: Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber OOL=1.60 plate grip DOL=1.60
3) Provide adequatedrainage 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 in between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplrft at joint(s) except pt=1b)
5=160, 2=207.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 170 lb down and 179 lb up at
5.0-0, and 170 lb down and 179 lb up at 6-0-0 on top chord, and 86 lb down at 5.0-0, and 86 lb down at 5-11-4 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 (8).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1 25
Uniform Loads (ptf)
Vert: 1-3 =60. 3-4=60, 4 5=60, 6-11-20
Concentrated Loads (lb)
Vert: 3=123(F) 4=-123(F) 7=64(F) 6=64(F)
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
PhWp J. O'Regan PE No.S6124
Walk USA, Inc. FL Cart 6634
6904 Parka Ead Blvd, Tampa FL 33610
Dab:
March 9,2018
WARNING • Verifydesignparameters and READ NOTESON TMS AND INCLUDEDAOTEKREFERENCE PAGE Ma•7472 ray. /002/2015 BEFORE USE.
weeie
Design valid for useonlywho WSWconnectors. This design Is bused only upon parameters shown, and is foran individual budding component, not
a truss "am. Before use, the budding designer must verify the applicability of design parameters andproperty incorporate this design Into the overall
budding dasipn. Bracing Indicated Is to prevent bucldmg ofIndividual boas web and/or chord members Doty Additional temporary and permanent bracing MiTek' Is always required for Stabilityand to prevent collapsewho possible personalInprry and property damage For generalguidance regarding the
fabriWlon. storage, delivery. erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, 05849 and SC518ullding Component 6904 psme Fast BlvdSafetyInformationavailablefromTrussPlateInstitute, 210 N. Lee Street, Suite 31Z Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sg/Bamelona•A orC TRAYI T13452413 IP2392ACTF1ROOFTRUSS31
Job Reference (optional)
Mid-Flonda Lumber,
0-1-8
Hf1114
Barlow, FL.
3x3 = 34 = 3x6 FP = 4x8 =
2 3 4 5
e 130 s Sep 15 2017 MITek Industries, Inc. Fn Mar 9 10:31:52 2018 Page 1
t0 IGEL2vgrkv4uEJUYC2jFzkFng-38LRDJDxJkmS 1XIGNDCKzg WacAtN6r2tIHM4EzcgbL
i
3x4 = 3x4 = Ix3 II 34 = 34 = 3x3
6 7 8 9 10 11
Scale - 1.40.1
4x8 =
12
27 26 25 24 23 22 21 20 19 18 17 16 15 14 13
Ix3 II 34 = Ix3 II Ix3 II 3x3 = 3x3 II 4x5 = 3x4 = 3x4 = Ix3 II 3x3 = 13 = 4x5 = 34 II
34 FP =
7.7-4 154" 15-t t-12 23,11.12
t 7.7.4 7.5-4 0.11-4 8.04 t
Plate Offsets (X.Yj 1190.1-8.Eddel
LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 100 TC 078 Ven(LL) 0.20 17-18 956 360 MT20 244/190
TCOL 10.0 Lumber DOL 1.00 BC 0.95 Vert(CT) 0.28 17-18 704 240
BCLL 0.0 Rep Stress Ina YES WS 0.59 Horz(CT) 0.04 13 n/a n/a
BCDL 5.0 Code FBC2017/TP12014 Matnx-S
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2(flat) TOP CHORD
BOT CHORD 2x4 SP No 2(flat) 'Except'
16-27: 2x4 SP No. 1O(flat) BOT CHORD
WEBS 20 SP No.3(flat)
REACTIONS. (lb/size) 27-287/041-0, 13=839/0-3-8, 22=1477/0-8-0
Max Uplift 27=1(LC 4)
Max Grav 27=366(LC 3), 13=853(LC 7). 22=1479(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-27=365/0, 12-13=-847/0, 1-2=273I30, 2-3=-493/174, 3-5=128/461, 5-6=39710,
6-7=1721/0. 7-8=266010. 8-9=2660/0, 9-10=2613/0, 10.11=-203410, 11-12=842/0 BOT
CHORD 25-26=174/493, 24-25=174/493, 23-24=174/493, 22-23=845/0, 21-22=-845/0, 20-
21=011212, 19-20=0/2245, 18-19=0/2660, 17-18-0/2660, 15-17=0/2466, 14-15=0/1584 WEBS 1-26-
40/370, 2.26=3001197, 5-23=01557, 3.23=699/0, 12-14=0/1121, 5-21=0/1237, 11-14=1032/
0. 6-21-1144/0, 11-15=0/626, 6-20=0/749, 10-15=600/0, 7-20=782/0, 10-17=0/
288, 7-19=0/742, 9-17=289/171, 8-19=303/0, 5-22=1432/0 Weight: 123 lb
FT = 20%F, 11%E Structural wood sheathing
directly applied or 6.0-0 oc purlins, except end verticals.
Rigid ceiling directly
applied or 2-2-0 oil bracing NOTES- 1) Unbalanced
floor
live loads have been considered for this design. 2) Provide mechanical
connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27. 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. This item has
been electronically signed and
sealed by ORegan,
Philip, PE using a Digital
Signature. Printed copies of
this document are not
considered signed and sealed
and the signature must be
verified onany I 0
RReelectronic aePENo 9126pies. WilkUSA, Inc. FL
Cart 6634 OU Patty East Blvd.
Tampa FL 33610 Data: March 9,2018
WARNING -
Vwffy design pammetara
and READ NOTESON THIS ANDINCLUDED MTEK REFERENCE PACEM1F7473rov. 141=015 BEFORE USE. Design validfor use
only with Mn'akm connectors This design is based only upon parameters shown, and is for an moMdwl budmng component, not a truss system. Seldte
use, the building designer must any the applicability of design parameters and property Incorporate this design into the oven" building design. Snang kMlcated
Is to prevent buckling of Individual thus web and/or chord members only Additional temporary and permanent bracmg M iTek' is always required forstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding Nitfabrication, storage, delivery, erection
and bracing of trusses andvisasystems, saeANSVI VIII Quality Criteria, OSS49and SCSI Building Component 6904 Parke East Blvd Safety Information available fromTrussPlanInstitute. 216 N. LeeStreet, Suite 312. Alexandria, VA 22314 Tampa, FL 36610
Job Truss Truss Type City Ply Park Sq/Barcelona-A or C TRAY
T13452414
P2392ACT F2 ROOF TRUSS 5 1
b Reference (optionall
ma-monaa Lumoer, leanow, rL.
0-1.8
H 1 1-3-0 1.1
Ix3 a 3x3 =
3x3 = 3x8 MT20HS FP = 4X6 =
2 3 4 5 6
4'130 s sap 15 2017 Mr fek Industnes, Inc. Fn Mar 9 10:51:57 2018 Page 1
10:ItiEL2vgrkv4uEJUYC2jFzkFng-068KGOH47GPk8JaDAnioVP 1 NOMdwx2NllOa?71RzcgbG
i 1-3-0 Scale = 1:3e.e
3x4 = 34 = Ix3 II 3x3 =
7 a 9 10
3x3 = 34 06 =
11 ' 12 13
Q
lx3 II 34 = bO II 3x3 = 3x6 = 4x5 = 3x4 = 34 = 1x:1 II 3x6 MT20HS FP = 4x4 = 3x3 II
34 = 34 =
LOADING (pso SPACING- 2-0-0 CSI. OEFL. in (loc) Vdefl Ltd PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 058 Ven(LL) 015 18-19 >999 360 MT20 244/190 TCOL
10.0 Lumber DOL 1.00 BC 076 Vert(CT) 0.21 18-19 >895 240 MT20HS 187/143 BCLL
00 Rep Stress Ina YES WB 0.57 Horz(CT) 0.04 14 Na n/a BCDL
5.0 Code FBC2017frP12014 Matrix-S Weight: 121 lb FT = 20%F, 11%E LUMBER-
BRACING - TOP
CHORD 2x4 SP No.2(fla1) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT
CHORD 2x4 SP No. I(flat) 'Except' except end verticals. 14-
17: 2x4 SP No.2(flat) BOT CHORD Rigid ceding directly applied or 6-0-0 oc bracing. WEBS
20 SP No.3(flat) REACTIONS. (
lb/size) 27=295/0-8-0, 14=799/0-3-8. 23-1427/0-8-0 Max
Uplift 27=1(1-C 4) Max
Grav 27=375(LC 3). 14=811(LC 7). 23=1436(LC'8) FORCES. (
lb) - Max Comp /Max Ten. - All forces 250 (lb) or less except when shown. TOP
CHORD 1-27=375/0, 1314=-805/0, 1-2=283/35, 2-3=511/173, 3-5-611/173, 5-6=0/844, 6-
7=375/0, 7-8=1609/0, 8-9=2415/0, 9-10=2415/0, 10-11-2390/0, 11-12=1900/0, 12-
13=794/0 BOT
CHORD 25.26=173/511. 24-25=173/611, 23-24=459/222, 22-23=844/0, 21-22=0/1134, 20-
21=0/2087, 19-20=0/2415, 18-19=0/2415, 16-18=0/2286, 15-16=0/1493 WEBS
6-23-1038/0, 1-26=47/385, 5-23=641/0, 2-26=309/188, 5-24=01608, 3-24-292/0, 13.
15=0/1057, 6-22=0/1206, 12-IS-972/0, 7-22-1092/0, 12-16=0/565, 7-21=0/697, 11-
16=537/0, 8-21=709/0, 8-20=0/611 NOTES-
1)
Unbalanced floor live loads have been considered for this design. 2)
All plates are MT20 plates unless otherwise indicated. 3)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 Ib uplift at joint 27. 4)
Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (C.131" X 3") nails. Strongbacks
to be attached to walls at their outer ends or restrained by other means. 5)
CAUTION, Do not erect truss backwards. This
item has been electronically
signed and sealed
by ORegan, Philip, PE using
a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the signature
must be verified on
any electronic copies. Pbd1p
J. O'ReganPE Na58126 WTsk
USA, Inc. FL Cart 6634 6904
ParksEW Blvd. Tampa FL U610 Oats:
March
9,2018 A
WARNING - VoKy daalgn pammetara and READ NOTES ON fl0S AND INCLUDED MITEK REFERENCE PAGE MIh7472 rov. 100M0fa BEFORE USE Design
valid for use any an MITelit connectors This design Is based only upon parameters shown, and Is for an individual budding component, not a
truss "am. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall budding
design. Bracing irokated Is to prevent bucping of individualtruss web andfor Nord members only. Additional temporary and permanent bracing M iTek' IsalwaysrequiredforstabilityandtopreventCollapsewdhpossiblepersonalInjuryandpropertydamageforgeneralguidanceregardingthefabrication,
storage, WWI. erection and bracing of trusses and true systems, sea ANSUVII Quality Criteria, OSS49 and SCSI Building Component 6904 Parka Fast Blvd. SafetyInformationavailablefromTrussPlateInstitute, 218 N. Lee Street, Suds 31Z Alexandria, VA 22314 Tampa, FL 36610
Job Truss Truss Type Qy PlyPark Sq/Barcelona-A or C TRAY1 T13452415
P2392ACT F3 GABLE 1 1
Job Referencelootionall
Mid -Florida Lumber, Bartow, FL.
0-he
r 7-a0 i
3x3 II
1 2 3 4 5 8 7 8
8.130 s Sep 15 2017 Mrrek Industries, Inc Fn Mar 9 10:51,58 2018 Page 1
ID IUEL2vgrkv4uEJUYC2jFzkFng-ulliUMHivaXblSgOkTJkxEw4iIRznxWSFEkgHRcgbF
Sale - V37 8
3xe FP = 34 II
9 ' 10 11 12 13 14 Is 1e li to 19 20 21
42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22
3x3 11 3x8 FP = 34 11
113.4 12.0.4
4 4 J .4
1 0 160 ,-2-0 ,a12 , 40 , 40 34.,0,2
as4
4•
1 12a
4
1+0 1.0 1 a oa.
LOADING (PSO SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP
TCLL 400 Plate Gnp OOL 100 TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 100 Lumber DOL 100 BC 001 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Inv NO WB 0 06 Horz(CT) 0.00 22 n/a n/a
SCOL 5.0 Code FBC2017frPI2014 Matrix-R Weight: 104 lb FT = 20%F, 11%E
LUMBER. BRACING.
TOP CHORD 2x4 SP No.2(Ilat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2(0at) except end verticals.
WEBS 2x4 SP No.3(Dat) BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing.
OTHERS 2x4 SP No.3(0at)
REACTIONS. All bearings 22-1".
lb) - Max Grav All reactions 2501b or less at joints) 42, 22, 31, 32. 34. 35, 37, 39. 40. 41, 30, 29, 28, 27, 26.
25. 24, 23. 38 except 36=580(LC 1)
FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 7-36=-576/0
NOTES-
1) All plates are 1 x3 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-" 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.
6) CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf) This item has been
Vert: 22.42-10. 1-21-100 electronically signed andConcentratedLoads (lb)
Vert.7=552 sealed by ORe an, Philip, PE9P,
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J.0'Itegan PE Na56126
flGTek USA, Inc. FL Cart 6634
6904 Parka Eeet Blvd. Tampa FL 33610
Date:
March 9,2018
Q WARWNO - VWW design parameters and READ NOTES ON TMS AND INCLUDED WTEK REFERENCE PAGE Ma7473 ter. 140MU 01S BEFORE USE.
mesign valid for use only with MTeM connectors. This design is based only upon parameters shown, and is for an udMdual busting component, not
a trusssystem. Beforeuse, the budding designer must vanfy me applicabilityofdesign parameters and properly incorporate thisdesign into the overall
budding design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' la always roquirod for atabxlily, and to prevent collapse wM possible personal injury and property damage. For general guidance rogarding the
fabrication, storage, delivery, erection area bracingof trusses and truss systems. see ANSVTPII Quality criteria, OSS49 and SCSI Building component 6904 Parke East Shod.
Safety Information available from Truss Ptale Institute, 210 N. Lee Street, Suds 312, Mexandna. VA 22314 Tampa, FL 36610
Job Truss Truss Type City Ply Park Sq/Barcelorw-Aor C TRAY
T13452416
P2392ACT F4 ROOF TRUSS 2 1
Reference (optional
Mid-Flonda Lumber, Bartow, FL.
0.1-8
H 11-3'00
8.130 s Sep 15 2017 MiTek Industries, Inc Fn Mar 9 10:51 59 2018 Page 1
ID:IGEL2vgrkv4uEJUYC2iFzkFng.MVG4hilKrdSNckcHBrzUSSiDRbKWDgbUuUDpKzcgbE
2=
Split = 1,36 5
3x5 =
4x4 = 3x5 = 3x5 = tx3 II 310 = 3x3 = 3x6 MT20KS FP = 4x4 = 5x6 =
2 3 4 5 6 7 8 9 10 11
2x4 II 5x6 = 04 = 3x8 MT18HS FP = 3x4 = 1.3 II 3x3 = 3x4 = tx3 II 04 = 54 = 3x3 II
ba II 3x4 =
21.10 e
21-10.8
Plate Offsets (X.Y1— I1:Edoe.0.1-81. f19.0-1-8.Edoel
LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in (loc) Well Ltd
TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL) -OAS 18 >575 360
TCOL 10.0 Lumber OOL 1.00 BC 0.77 Vert(CT) -062 18 >420 240 BCLL
00 Rep Stress Incr YES WS 0.77 Horz(CT) 009 12 n/a n/a SCOL
5.0 Code FBC20177TPI2014 Matnx-S LUMBER-
BRACING - TOP
CHORD 2x4 SP No 1 D(flat) 'Except' TOP CHORD 8-
11: 2x4 SP No.2(flat) BOT
CHORD 2x4 SP No. 1(Bat) 'Except' BOT CHORD 12-
21: 20 SP DSS(flat) WEBS
2x4 SP No 3(Bat) REACTIONS. (
lb/size) 25=1186/0-8-0, 12=1186/0.3-8 FORCES. (
lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP
CHORD 1-25=1180/0, 11-12=1179/0, 1-2=1168/0, 2-3=3056/0, 3-4=-4375/0, 4-5=5228/0, 5-
6=522810. 6-7=5104/0. 7-9=-4419/0, 9-10=3092/0, 10-11=1221/0 BOT
CHORD 23-24=0/2260, 22-23=013869, 20.22=0/3869, 19-20=0/4872, 18.19=0/5228, 17-18=0/5228, 16-
17=0/4909, 15-16=0/3891, 14-15=0/3891, 13-14=0/2310 WEBS
11-13=0/1626, 1-24=0(1588, 10.13=1514/0, 2-24=1519/0, 10-14=0/1087, 2-23=0/1108. 9-
14=1086/0, 3-23=1104/0, 9-16=0r718, 3-20=0/688, 7-16=681/0, 4-20=-691/0, 7-
17=0/475, 4-19=47/847, 6.17=576/232, 5.19=363/0 PLATES
GRIP MT20
244/190 MT20HS
187/143 MT18HS
2441190 Weight.
114 lb FT - 20%F, 11 %E Structural
wood sheathing directly applied or 2-2-0 oc purlins, except
end verticals. Rigid
ceiling directly applied or 10-0-0 oc bracing. NOTES-
1)
Unbalanced Boor 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. This item has been electronically
signed and sealed
by ORegan, Philip, PE using
a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the signature
must be verified on
any electronic copies. Phlllp
J. ORegan PE Na58124 4gTek
USA, Inc. FL Cart 4634 6904
PukeEM BNd. Tampa FL M610 Will:
March
9,2018 0
WARNING • Var1ry doalpn parameters and READ NOTES ON 17193 AND INCLUDED MITEK REFERENCE PACE MIF7473 rov 1693/2015 BEFORE USE. Desgn
valid for use only weft MiTek® connectors This design is based only upon parameters shown, and is for an IndMdual building component, not a
truss system. Bator* use, the budding designer mustvary theapplicability of designparameters andproperty incorporate this design Into the overallbud
dIg design. Bracdg indicated Is to prevent buCIdIng of Individualtruss web and/or Notd members only Additional temporary and permanent bracing M iTek' laavisysrequiredforstabddyandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication,
storage, delivery• erection and bracing of trusses and truss systems. see ANSIrtP11 Duality Criteria, OSS49 and SCSI Building Component 6904 Parke East 8Md SafetyInformationavailablefromTrussPlateInstitute. 218 N. Lee Street, Sues 312, Alexandria. VA 22314 Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq/Bamelona-A or C TRAY
1 T13452417
P2392ACT F5 ROOF TRUSS 5
Job Reference (optionall
Mid-Flanda Lumber, Bartow, FL
i 1-3-0
4x5 =
ba =
1
4
4x4 = 3x3 =
2 3
8.130 s 5ep 15 2017 MTek Industries, Inc. Fn Mat 9 10:52:00 2U78 Page i
10:ItiEL2vgrkv4uEJUYC2jFzkFng-ghgSv2JzOBnJTrtUoruMCORsuryl FhaliYOnMrnzcgbO
3x4 = 1x3 II 14 II 34 =
4 5 6 7
Scale - 1.35 6
3x3 = 3x5 = ba II
3x8 MT20HS FP = 4x5 = 1x3 =
8 9 10 11 12
34 11 4x6 = 3x6 MTISHS FP = 3x4 = 3x3 = 34 = 3x5 = 4x5 = 3x8 =
04 = 34 =
I 1 6 0 a 0 0 6 6-0 124-0 I 14-10 0 ( 174-0 19.10-0 21A-0
I!H 2b-0 2t 5.10.0 2.6.0 26-0 26-0 1-&0
Plate Offsets (KY11— fI•Edae.0.1-81. f18.0-1-8.Edge]
25 4117
LOAOING (psf) SPACING- 2-0-0 cSl. DEFL. in (Ioc) Udell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 100 TC 0.89 Vert(LL) 0.42 16-17 599 360 MT20 244/190
TCOL 10.0 Lumber DOL 100 BC 0.72 Ven(CT) 058 16-17 435 240 MT20HS 187/143 BCLL
0.0 Rep Stress Ina YES WB 0.73 Horz(CT) 0.09 13 n/a n1a MT18HS 244/190 BCDL
5.0 Code FBC2017/TPI2014 Matrix-S Weight: 109 lb FT = 20%F, 11%E LUMBER-
BRACING - TOP
CHORD 2x4 SP No. 1(flat) 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 9-
12: 2x4 SP No.2(flat) except end verticals BOT
CHORD 2x4 SP No. 1(flat) 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 13.
20, 20 SP DSS(flat) WEBS
2x4 SP No.3(flat) REACTIONS. (
lb/size) 23=1153/0.3-8, 13=1153/0.4-0 FORCES. (
lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP
CHORD 1-23=1148/0, 1-2=1191/0, 2-3=3015/0, 3-0-4220/0, 4-5-4999/0. 5-6=4999/0, 6-
7-4999/0, 7-8=-4640/0, 8-10=3690/0, 10.11-2177/0 BOT
CHORD 21-22=0/2249, 19-21=0/3748, 18-19=0/4686, 17-18=0/4999, 16-17=0/4938, 15.16=0/4296, 14-
15=0/3066,13.14=0/1257 WEBS
11-13=1671/0. 1-22=011538. 11-14=011279. 2-22-147210, 10-14=1237/0, 2-21=0/1064. 10-15=
01868, 3-21=1020/0, 8.15=843/0, 3.19=01656, 8-16=0/479, 4-19=647/0, 7-16=
455/0. 4-18=-66f766, 7.17-295/536, 5-18=351/0, 6.17=256(75 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. This item has been
electronically signed and sealed
by ORegan, Philip,
PE using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and
the signature must be verified
on any electronic copies.
Philip J. O'Regan
PE NOM126 MTek USA, Inc. FL
Cart 6634 OU Padre EastBlvd.
TampaFL 33610Dab: March 9,2018
AWARNING -
VaAry design par
rmotera and READ NOTES ON TWS AND INCLUDED MOTEK REFERENCE PAGE M/47472 rev. 140202015 BEFOREUSE. Design valid for use
only wbh MfTekle connectors This design is based only upon parameters Shawn, and Is for an individual building component. not a truss system. Before
use, the budding designer must veiny the applicability of designparameters and properly Incorporate this design Into the overall budding design. Bracing Indicated
Is to prevent buckling of Individual truss web and/or chard members only. Additional temporary and permanent bracing M iTek' is always required forstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingOlefabricadon, storage, delivery, erection
and bracing of wises and truss systems, See ANSUTPII Quality Criteria, OSBJe and SCSI Building component 6904 Parka East Blvd Safety Information available Dom
Tens Plate Insdtule, 218 N. Lea Street, Suite 312. Alexandria. VA 22314. Tampa, FL Mato
Job Truss Truss Type Oty Ply Park Sq/Barcelona-A or C TRAY
T13452418
P2392ACT F5A GABLE 1 1
ReferenceJob
Mid-Flodda Lumber, Bartow, FL.
3x3 II
2
8.130 s Sep 15 2017 MTek Industries, Inc. Fn Mar 9 10:52:01 2018 Page 1
I0:16EL2vgrkv4uEJUYC2iFzkfng-ItOg6OKbBVvAdwu?PctRZtYDIFSf JnuxCzKuCzcgbC
Scale - 1,35 6
3x6 MT20KS FP =
3 4 5 6 7 8 9 10 11 12 13 14 15 16
36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19
34 II 34 MT20HS FP = 3x3 II
104.6 10.11-e
1 ao-e.a ,
1.44 ' 1-" ' 1.44 ' 1.44 1.4.0 1+0 1 i-i-a 0-12
0aa
w-a, 1.0.8 1
0.3-8
1." 1 1." 1 1.44 1 1.4.0 1 1.4.0 1 140 1 1.4-0 1
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) VdeO Ud PLATES GRIP
TCLL 400 Plate Grip DOL 1.00 TC 008 Ven(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 001 Vert(CT) n/a n/a 999 MT20HS . 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 19 n/a n/a
BCDL 5.0 Code FBC2017lrP12014 Matrix-R Weight: 94 lb FT = 20%F, 1196E
LUMBER- - BRACING -
TOP CHORD 2x4 SP No.2(Oat) TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins,
BOT CHORD 2x4 SP No.2(0at) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3(Oal)
REACTIONS. All bearings 21-4-0.
lb) - MaxGrav All reactions 250lb or less at joint(s) 36. 19, 27. 20. 21, 22, 23. 24. 26. 26, 35, 34. 33. 32, 30,
29.28
FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown
NOTES-
1) All plates are MT20 plates unless otherwise indicated.
2) All plates are Ix3 MT20 unless otherwise indicated.
3) Gable requires continuous bottom chord bearing.
4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
5) Gable studs spaced at 1-4-0 oc.
6) 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.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip X VIZegan PE Na58124
IIATak USA, Inc. FL Cart 6634
69U Parka Eat Blvd. Tampa FL 33610
Ode:
March 9,2018
Q WARNING - Verify daslgn paramotom and READ NOTES ON TMS AND INCLUDED A27EK REFERENCE PAGE M11-7473 rov. 10N2/2015 BEFORE USE.
Oesign valid for useonly on MTek® connectors. This design rs based onlyupon parameters Shawn, and Is rotan individual budding component, not
a tons system. Beforeuse, me budding designer must verity, the applicabilityofdesign parametersand properlyineorpdrate this desgnintothe overall
budding des gn Bracing endkated is 10 prevent budding ofIndividual Ms web andfor tiara members only. Additional temporary and permanent bracing MiTek' isaWays required for stability and to prevent Collapse with possible personal rnprry and property damage For general guidance regarding the
fatukation, storage, delivery. erection are bracing of trUSees and Uuss Systems. Sea ANSUTPII Quality Criteria. OSS49 and SCSI Building Component 6904 Parke Fast Blvd.
Safety Information available from Truss Plate Institute. 210 N. Lee Street. Sure 312. Alexandria, VA 22314 Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq/Barcelona-A or C TRAY
T13452419
P2392ACT F6G ROOF TRUSS 1 1
0 all
Mid-FlOnda Lumber, BanOW, FL.
0-1-8
H f '-3 -1
8.130 s Sep 15 2017 MfieK Industries. Inc. Fn Mar 9 10-52:02 ZU1B Page 1
ID:t iEL2vgrkv4uEJUYC2iFzkFng•m3y0JkKDyo11E4TBzJOg644GPeaSIYF1AsitOezcgb8
1n 1 1
Scale = 1:32 8
2xe II
14 = Bxe = 06 II 5x8 II 0e II 2z6 II axe II 34 II 4ze II 74 II axe II
1 2 3 4 5 6 7 23 8 9 10 11
4xe II 6x6 = 3x6 II Sid II 24 II axe II 3x6 II axe II 6x7 = 6x6 =
tx3 =
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd
TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) 0.31 15-16 745 360
TCOL 10.0 Lumber DOL 1.00 BC 0.93 Vert(CT) 0.42 15-16 541 240
BCLL 0.0 Rep Stress Inv NO WB 0.91 Horz(CT) 0.06 12 n/a n/a
BCDL so Code FBC2017/TPI2014 Matrix-S
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2(flat) TOP CHORD
BOT CHORD 2x4 SP No.l(8at)
WEBS 2x4 SP No.3(flat) BOT CHORD
REACTIONS. (lb/size) 12-1908/0-3-8, 21=1244/0.8-0
FORCES. (lb) - Max. CompJMax Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3-2620/0. 3-4-3761/0, 4-5—S278/0, 5.6=-6147/0, 6-7-614710. 7-8=6398/0, 8-9=S251/
0, 9-10=3782/0 BOT CHORD 20.
21=0/1520, 19-20=0/3761, 18-19=0/4588, 17-18=0/6147, 16-17=0/6147, 15-16=0/6521, 14-15=0/
6150, 13-14=0/5251, 12-13=0/2334 WEBS 10.12-
2972/0, 2-21-1918/0, 10-13=0/1915, 2-20=0/1456, 9-13-1906/0, 9-14=0/711, 3-20=148010,
3.19=0/706, 8-14-1165/0, 4-19=1072/0, 8-15=0/396, 4-18=0/993, 7-15-382/
77, 5.18=1344/0, 7-16=-037/363, 5-17=-62/432 PLATES GRIP MT20
244/190
Weight 152 lb
FT = 204AF, 11 %E Structural wood sheathing
directly applied or 6-0-0 oc purtins, except end verticals.
Rigid ceiling directly
applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced
floor
live loads have been considered for this design. 2) Bearing at
joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verity capacity of bearing
surface. 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. 5) Hanger(s)
or other connection device(s) shall be provided sufficient to support concentrated load(s) 357 lb down at 13-5-8, and 357 lb down at
15-5-8, and 357 lb down at 17-5-8 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: 12-21=-
10. 1-11=100 Concentrated Loads (lb)
Vert' 10=357(
1`) %P—=7(F) 23=357(F) This item has
been electronically signed and
sealed by ORegan,
Philip, PE using a Digital
Signature. Printed copies of
this document are not
considered signed and sealed
and the signature must be
verified OPpJtgmEN5copies. WJ. aleP61
Wall USA.
Inc. FL Carl
4634 6904 Pule East Blvd. Tampa
FL33610 Oats: March 9,20180
WARNING •
Verily design paremenars
and READ NOTES ON T/aS AND INCLUDED adTEK REFERENCE PACE MLL7473 rid. 10413Rdts BEFORE USE. aw— Oesign valW for use only
who MRelt® connectors. This design Is baud only upon parameters shown, and Is lot an IndHWual budding component, riot a truss "am Before use,
the budding designer must verity me applicability of design parameters and property Incorporate this design Into the overact budding design. Bracing indicated Is
to prevent Welding of Individual truss web and/orchord members only. Additional temporary Mid permanent bracing M ;ek' is always requtrad for =abilityandtoprevendcollapsewattpossiblepersonalInturyandpropertydamage. For generalguidance regarding the Il fabrrstion. storage, delivery, erection and
bracing of trusses and truss systems, ace ANSVTPII Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd satiny Information avat able fromTausPlateInstitute, 216 N. Lee street. suite 312. Alexandria, VA 22314 Tampa FL 36610
Jab Truss Truss Type
Jdry Py Park Sq/Barcelona-A or C TRAY
T13452420
P2392ACT F7G ROOF TRUSS 1 1
a
Mid-Flonda Lumber, Bartow, FL.
0-1-8
H1 1114—I
8.130 s Sep 15 2017 MTek Industries, Inc. Fn Mar 9 10:52 03 2018 Page 1
t0 IGEL2vgrkv4uEJUYC2jFzkFng-EGVbX4L469usE 1NW1vveldSk2wWS0')BOVSRy5zcgbA
11-111-12 Scale = 1:32.6
4x6 11 3x6 II 3x8 II 2x6 II 54 II 4X8 II 4xe 11 Bill = 3x8 II
3 4 23 5 6 7 8 9 10 11
5x6 II 6x7 = 3x8 It Sze II 2x6 II 4X8 II 44 11 axe II 64 = 6)S =
lx3 =
LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in loc) Udell Ud
TCLL 40.0 Plate Gnp OOL 100 TC 0.53 Vert(LL) 0.30 17 769 360
TCOL 10.0 Lumber DOL 100 BC 0.95 Vert(CT) 0.41 17 559 240
BCLL 0.0 Rep Stress Incr NO WB 0.88 Horz(CT) 0.06 12 n/a n/a
BCOL so Code FBC2017/TPI2014 Matrix-S
LUMBER- BRACING-
PLATES GRIP
MT20 244/190
Weight: 152 lb FT = 20%F, 11%E
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.1(flat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 12=1281/03-8.21=1758/0-8-0
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3-357210, 3-4=5014/0, 4-5=6426/0, 5-6=-6667/0, 6.7=6667/0, 7-8-6422/0.
8-9-3866/0. 9-10-269310
BOTCHORO 20-21=0/2174, 19-20=0/5014, 18-19=0/6029, 17.18=0/6667, 16-17=0/6667, 15-16=0/6103,
14-15=0/4775,13-14=0/3866,12-13=0/1549
WEBS 10.12-1971/0, 2-21=2744/0, 10.13=0/1514, 2-20=0/1850, 9-13=1520/0, 9-14=0/773,
3-20=1870/0, 3-19=0/820, 8-14=1179/0, 4-19=1316/0. 8-15=0/856, 4-18=0/618,
7-15-901/0, 5-18=712/162, 7-16=-80/1157, 5-17=385/145, 6.16=430/0
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) Bearing at joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should venfy
capacity of bearing surface.
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.
5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 239 lb down at 1-9-8, 239 lb This item has been
down at 3-9-8, and 239 lb down at 5-9-8, and 239 lb down at 7-9-8 on top chord The design/selection of such connection electronically signed andySIgdevice(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). sealed by ORegan, Philip, PE
using a Digital Signature.
LOAD CASE(S) Standard Printed copies of this
1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase-1.00 document are not consideredUniformLoads
Vert: 12-22-21=10, 1-11=100 signed and sealed and the
Concentrated Loads (lb) signature must be verified
Vert: 2=239(8) 3-239(8) 5-239(8) 23-239(8) on any electronic copies.
Phillp J. Cl Regan PE No.56126
Wall USA, Inc. FL Cart 4634
6904Parke EM &d. Tampa FL33610
Date:
March.9,2018
Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MR-7473 rev 1000112015 BEFORE USE.
Design vaild for use only with Mfrek® connectors. The design is baud only upon parameters shown, and Is for an IndMdual budding component, not
a truss "am. Before use, the budding designer must vent' the applicabilityof design parameters and propertyIncorporate thisdesign into theoverall
budding design. Bracing mdlrated Is to prevent buckling of mdmdual truss web and/or chord members ordy. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prover collapse With possible personal chary and property damage. For general guidance regarding the
fabrication. Storage, delhary, erectbn and braang oftrusses and truss systems, see ANSVTPII Quality Crlterla, OS849 and SCSI Building Component rlParks East BlvdEastSafetyInformationavadable (tam Truss Plate 218 N Lae Street, Suite 31Z Alexandria, VA 22314. 890r
Tampa, 36610
Job Truss Truss Type Oty Ply Park Sg/8arcelona-A or C TRAY
T134524211P2392ACTFSROOFTRUSS41
Job Reference (optionall
Mid -Florida Lumber, Bartow, FL.
0-1-8
H 1.3-0
8110 s Sep 15 2017 MTek Industries, Inc. Fri Mar 9 10:52:04 2018 Page 1
ID:IGEL2vgrkv4uEJUYC2jFzkfng-iS3zkPMTUQH1UNca4kQ88VA(YSOJBWKd9B VXzegb9
00Se=1168
14 = 34 = 1x3 II I)a II 34 = 34 =
1 34 — 2 3 4 5 6 IX3 =
t1 10 9 3x3 8
314 =
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d
TCLL 400 Plate Grip DOL 100 TC 0.39 Vert(LL) 0.05 10-11 999 360
TCDL 10.0 Lumber DOL 1.00 SC , 0.40 Vert(CT) 0.06 10-11 999 240
BCLL 0.0 Rep Stress Ina YES WB 0.30 Horz(CT) 0.01 7 n/a rVa
BCDL 5.0 Code FBC2017lrPI2014 Matrix-S
LUMBER- BRACING -
3x3 =
PLATES GRIP
MT20 244/190
Weight: 54 lb FT = 20ebF, 11 %E
TOP CHORD 2x4 SP No.2(Oat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc punins,
SOT CHORD 2x4 SP No.2(Oat) except end verticals.
WEBS 2x4 SP No.3(Oat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 12=539/0-3-8.7=539/0.3-8
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-12—S35/0, 6-7-535/0, 1-2=492/0, 2-3=1089/0, 3-4=1089/0, 4-5=1089/0, 5-6=492/0
BOT CHORD 10-11 =0/912, 9-10=011089, 8-9=0/912
WEBS 6-8=0/632, 1-11=01632. 5.8=583/0, 2-11=58310, 5-9-/380, 2-10=0/380 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 3-1Od (0.13V X 3") nails. Strongbacks
to be attached to wallsat their outer ends or restrained by other means. This
item has been electronically
signed and sealed
by ORegan, Philip, PE using
a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the signature
must be verified on
any electronic copies. PhOlp
J, O Regan PE No.56126 Wilk
USA, Inc: FL Cart 6634 W
Parke Eaet Blvd. Tampa FL 33610 Data:
March
9,2018 O
WARNING - VWNy dmign parameters end READ NOTES ON THIS AND INCLUDED AOTEK REFERENCE PAGE MX7472 ray. 1403/2011 BEFORE USE. Design
valid for use only who MITek® connectors This design is based only uponparameters shown, and isfor an Individual buAoing component, not a
truss "am. Before use, the building designer must venty theapplicability of design parameters and property Incorporatethisdesign Intotheoverall budding
design. 811CAN Indicated Is toprevent bucklingof Individualtrussweb and/or chard members only. Additional temporary andpermanent bracing M iTek' IsalwaysrequiredforstabilityandtopreventCollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the tattrtcatbn.
Storage, delivery, erection and bracing of trusses and truss systems, we ANSVIPI1 Quality Criteria, 088-89 and SCSI Building Component SON Parka East SM. Safety
Information available from Truss Plata Institute. 218 N. Lee Street, Suite 31Z Alexandria, VA 22314. Tampa, FL 361310
Job Truss cuss Type Oty Ply Park Sq/Barcelona-A or C TRAY
ROOF
713452422 IP2392ACTF8ATRUSS11
all
Mid -Florida Lumber, Bartow, FL
13
0.1-0
H 1-3-0 t-11.0
8 130 s Sep 15 2017 MTek Industries, Inc Fn Mar 9 10:52:05 2018 Page 1
ID•IUEL2vgrkv4uEJUYC2iFzkFng-BedLyIN5FiPc5XBmeRxNpioFsjww4JUspxY 1 zzcgb8
1
e = 1:16.8
1x3 = 34 = tx3 II txi Il 34 = 310 =
134= 2 3 4 5 15 6IX=
34 =
11 10 8 34 VIIJ
rl"A7
TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED
LOADS AT ITS CANTILEVERED ENO(S).
LOADING (psf) SPACING- 2 0 0 CSI. DEFL. in (loc) Udell Ud
TCLL 40.0 Plate Grip DOL 1.00 TC 0.53 Vert(LL) 0.07 10-11 999 360
TCDL 10.0 Lumber OOL 1.00 BC 0.50 Ven(CT) 0.09 10-11 999 240
BCLL 0.0 Rep Stress Ina YES WB 0.25 Horz(CT) 0.01 8 n/a n/a
BCDL so Code FBC2017rTP12014 Matrix-S
LUMBER- BRACING-
PLATES GRIP
MT20 244/190
Weight. 54 lb FT = 20%F, 11%E
TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No 2(flat) except end verticals.
WEBS 2x4 SP No 3(flat) BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing, 7-8.
REACTIONS. (lb/size) 12=452/0-3-8, 8=626/0.3-8
Max Grav 12=460(LC 3), 8=626(LC 1)
FORCES. (lb) - Max. Comp /Max Ten. -All forces 250 (lb) or less except when shown
TOP CHORD 1-12=464/0, 1-2=-415/0, 2-3=-768/0, 3-4=768/0, 4-5-768/0
BOT CHORD 10-11=/739, 9-10=0/768, 8-9=0/423
WEBS, 1-11--V531, 5-8=730/0, 2-11=451/0, 5.9=0/490
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.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
PhUlp J. ORegan PE No.S6126
MITek USA, Inc. FL Cart 6634
69W Parke East Blvd. Tampa FLU610
Date:
March 9,2018
WARNING - Veftdoalgn parameters and READ NOTESON TMS ANDINCLUDEDAOTEK REFERENCEPAGE aI/F7473 rov. 140=015 BEFORE USE.
Design valid foruseonlywith M(7ekmconnectors This design Isbased onlyupon parameters shown. andis foran individualbudding component, not
a truss system Before use, the budding designer must verdy the applicability of design parameters and property Incorporate tors design Into the overall
budding design. Bracing indicated is to prevent bucjdkV of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stabilityand to prevent collapsewith possiblepersonal injury and propertydamage For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and cots systems, see ANSVMII Quality Criteria, OSBl9 and BCS1 Building Component 6904 Parka Eau Blvd. Safety Information available from Truss Plate Institute, 210 N Lee Street, Suite 31Z Alexandria, VA 22314 Tampa, Ft. 36610
Job Truss Truss Type Oty Ply Park Sti/Barcelona-A or C TRAY
T13452423
P2392ACT F9 ROOF TRUSS 4 1
e
Mid-i-ioncia Lumber, tsartow, I-L.
1 3 0i 1.4.8
1x3 II tx3 11
1 3x8 — 2 3
a.l7u s Sep 15 Zu17 Mtlex Industries, Inc. 1-n Mar 9 lu:5R ub zula rage 1
10 ItiEi_2vgrkv4uEJUYC2jFzkFng-f g95Oi01XTjhmyC9TcGwFv_GyJM. d5Tg52Ozcgb7
15-8
Scale - 1 16 7
3118 MT20HS = 1x3 I) 1x3 II 3x6 =
4 5 6 7
14 13 12 11 10 a
3x3 = 34 II
44A 0.1 3-0-0 1-7-0
Plate Offsets (X.Y7— f13.0.1-8.Edoel
LOADING (psf) SPACING- 2-0-0 cSl. DEFL. in (loc) Udefl Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 078 Vert(LL) .0.12 10-11 >726 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(CT) -0.17 10-11 >631 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT) 0.01 8 n/a n/a
BCDL so Code FBC2017/TPI2014 Matrix-S Weight. 53 lb FT = 200AF, 11%E
LUMBER- BRACING -
TOP CHORD 20 SP No.2(8at) TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins,
BOT CHORD 2x4 SP No.2(8at) except end verticals.
WEBS 20 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing, Except:
2-2-0 oc bracing: 10-11.
REACTIONS. (lb/size) 14=440/Mechanical, 8=251 /Mechanical, 9=280/0.8-0
Max Grav 14=443(LC 3). 8=251(LC 1). 9=321(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-14=485/0, 7-8=320/0, 1-2=-567/0, 2-3-56710, 3-4-567/0, 4-5=417/0,
5-6=417/0, 6-7=-417/0.
BOT CHORD 12-13=0/567, 11-12=0/823, 10-11=0/823, 9.10=0/417
WEBS 1-13=0/740, 4-12=337/0, 2-13=312/0, 7-9=0/544, 4-10=532/0, 6-9=-385/0
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) All plates are MT20 plates unless otherwise indicated.
3) Refer to grrder(s) for truss to truss connections.
4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc; and fastened to each truss with 3-10d (0.131" X 3") nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MITak USA, Inc. FL Cart 6634
6904Parke East Blvd. Tampa FL U610
Oats:
March 9,2018
Q WARNING - VWNy design parameters and READ NOTES ON TTOS AND INCLUDED WTEK REFERENCE PAGE MI14473 raw. IOM24015 BEFORE USE.
Ossign va110 for use only with MRok® canrroctors. This design Is based any upon parameters ,lawn, and is for an Individual budding component, not
a truss system. Selore use, the budding designer must verity the applicability ofdesign parameters and property Incarp irste this deagn into theoverall
budding design Bracing Indicated Is to prevent buckling of Individual trussweeand/or Chord members only Additional temporary and permanent bracing MiTek' Is always required forstability and to prevent collapse with possible personal Injury and pmperty damage For general guidance "ruing the
fabrication, storage. delivery, erection and braang oftrusses and truss "am$, sea ANSUTPII Quality Criteria. OS849 and SCSI Building Component 6904Perko East BIWSafetyInformationswilablefromTrussPlateInstitute, 218N. Lae Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Perk Sq/Barcelona-A or C_TRAY10tyr T13452424
P2392ACT F9A GABLE 1 1
al
Mid-Flanda Lumber, Bartow, FL
2 tx3 II 3 14 II
8.130 S Sep 15 2017 MTek industries, Inc. Fn Mar 9 10:52.06 201a Page 1
10:10EL2vgrkv4uEJUYC2ifzkfng•frBi950101XTIhmyC9TeGwF4gGApfa d5Tg520zcgb7
Scale = 1.12 7
4 1x3 II 5 Ix3 II 6 3x3 II
12 11 10 9 B 7
3x3 II 14 II tx3 II tx3 II tx3 II 3x3 II
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/den Ud PLATES GRIP
TCLL 40.0 Plate Grip OOL 1.00 TC 0.09 Vert(LL) n/a n/a 999 MT20 244/190
TCOL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a Na 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 7 n/a n/a
BCOL 5.0 Code FBC2017/TPI2014 Matrix-R Weight: 33 lb FT = 20%F, I I%E
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2(nat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No 2(nat) except end verticals.
WEBS 2x4 SP No.3(nat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 20 SP No 3(flat)
REACTIONS. All bearings 6-10-0.
lb) - Max Grav All reactions 250 lb or less at joint(s) 12, 7, 8, 9, 11, 10
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 14-0 oc.
4) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3-10d (0 131" X T') nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means
0 WARNING - Verity daslen parameters and READ NOTES ON Tr9S AND INCLUDED A9TEK REFERENCE PAGE Mi1-7472 rev. 1N0Y101a BEFORE USE.
Design valid for use only with MITek* connectors. This design Is based only upon parameters shown, and Is for an individual budding component, not
a truss system Before use, the budding designer must verity the applicability ofdesign parameters and property incorporale this design Into the overall
budding design. Bracing indicated Is to prevent buckling ofindividual buss web and/or chord members only. Additional temporary and permanent bracing
Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the
fabrication, storage, delivery, erection are tuadng of trusses and truss systems, sea ANSUTPII Quality Criteria, OSS49 and SCSI Building ComponentSalaryinfortmdonavailablefromTrussPateInstitute. 210 N. Lae Street. Sues 31Z Alexandria, VA 22314 ,.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J, O'Regan PE No.58126
Wait USA, Inc. FLC06634
904 Parka East Blvd. Tampa FL X1610
Date:
March 9,2018
MiTek'
6904 Parke East Blvd
Tampa, FL 36610
Job Truss Truss Type Oty Park Soarcelona-A or C TRAYly
T13452425
P2392ACT F10 GABLE 1 1
e oa
Mid -Florida Lumber, Bartow, FL.
00
1 1x3 II 2 Ix3 II
16
1x3 =
1x3 =
15
8.130 s Sep 15 2017 MTek Industries, Inc. Fri Mar 9 10:51:52 2018 Page I
ID'IUEL2vgrkv4uEJUYC2jFzkFng-38LRDJDxJkmS1XiGNOCKizghJcOaNFY2tIHM4EzcgbL
3 Ix3 II 4 110 11 6 Ix3 II 6 Ix3 11 . 7 1x3 II
14 13 12 11 10 9 8
IX3 11 tx3 II Ix3 II I)a 11 Ix3 II Ix3 II 3x3 11
Scale - 1:13.4
LOADING (psf) SPACING- 2.0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP
TCLL 40.0 Plate Grip OOL 1.00 TC 0.09 Ven(LL) n/a n/a 999 MT20 244/190
TCOL 10.0 Lumber DOL 1.00 Bc 0.01 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Ina NO WB 0.03 Horz(CT) -0.00 8 n/a n/a
SCOL 5.0 Code FBC2017/TPI2014 Matrix-R Weight: 35 lb FT = 20*AF, 11%E
LUMBER- BRACING -
TOP CHORD 2x4 SP No 2(Oat) TOP CHORD Structural wood sheathing directly applied or 7-2-8 oc purlins,
BOT CHORD 2x4 SP No.2(Sat) except end verticals.
WEBS 2x4 SP No.3(Sat) BOT CHORD Rigid ceiling direly applied or 6-0-0 oc bracing.
OTHERS 2x4 SP No.3(Sat)
REACTIONS. All bearings 7-2-8.
lb) - Max Grav All reactions 250 lb or less at joint(s) 14, 11, 12. 13, 10, 9 except 8=1291(LC 1)
FORCES. (lb) - Max. CompJMax. Ten - All forces 250 (lb) or less except when shown.
TOP CHORD 7-8-1287/0
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 1-4-0 oc.
4) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3-10d (0.131" X 3") nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
1) Dead r Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (pd)
Vert: 8.14-10. 1-7-100
Concentrated Loads (lb)
Van: 7=1265
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. ORegan PE No.S8126
AUTak USA, Inc. FL Cad 6634
6804 Parke EM Blvd. Tampa FL 33610
Date:
March 9,2018
Q wARNING - VerNy design parameters end READ NOTES ON IMS AND INCLUDED AGTEK REFERENCE PAGE AfXW3 rev. 140014015 BEFORE USE.
Oesgn valid for use only with MITeleA connectors This design Is based only upon parameter shown, and Is for an Individual budding component, not wtatrusssystem. Baton use, the budding designer must verify the applicability ofdesign parameter and property Incorporate this design Into theoverab
budding design. BracingIndicated is to prevent bueldingciftrldlvldual topswebend/Or Chord member only Additional temporary and permanent bracing MiTek'' Is &K rys required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding thefabrication, storage. delivery, erection end bracing of trusses and truss systems, see ANSVTPII Quality Cnterla, OSS-89 and SCSI Building Component 6904 Parse Eat Blvd.
Safety Information available from Tow Plate Instlb te, 218 N Lae Street, Suite 31Z Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq/Barcelona-A or C_TRAYI T13452426
P2392ACT Fit ROOF TRUSS 6 1
all
Mid -Florida Lumber, Bartow, FL.
0.1.8
H 1-3-0
J
1 34
12
tit
8.130 s Sep 15 2017 MiTek Industries. Inc. Fri Mar 9 10:51:54 2018 Page 1
ID:16EL2vgrkv4uEJUYC2iFzkFng-?XTBe?ECrLOAHrrNeFonOUvO__?r6msKcmS86zcgbJ
1.2-4
310 =
2 3 34 =
Scale a 1.12.9
3x6 =
4
1411 3x3 II
LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ltd
TCLL 40.0 Plate Grip DOL 1 00 TC 0.47 Vert(LL) 0 02 6-7 999 360
TCOL 10.0 Lumber DOL 1 00 BC 0.33 Vert(CT) 0.02 6.7 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.00 5 n/a Ma
BCDL so Code FBC2017/TPI2014 Matnx-S
LUMBER- BRACING-
PLATES GRIP
MT20 244/190
Weight. 39 lb FT = 20%F, 1196E
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling direly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 10=364/0.8-0, 5=364/Mechanical
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-10=358/0, 4-5=359/0, 1-2=-269/0, 2-3=525/0, 3-4-27910BOTCHORD
8-9=0/525, 7-8=0/525, 6-7=0/525 WEBS 4-
6=0/371, 1-9=0/366, 3.6=334/0, 2-9=348/0 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. This item
has been electronically signed
and sealed by
ORegan, Philip, PE using a
Digital Signature. Printed copies
of this document are
not considered signed and
sealed and the signature must
be verified on any
electronic copies. Phfpp J. ORegan PE No.58126 MITak USA,
Inc. FL Cart 4634 904 Parke
East Blvd. Tampa FL 33610 Date: March
9,
2018 0 WARNING •
Vo* design paratnetoo and READ NOTES ON TNIS AND INCLUDED NITEX REFERENCE PAGE 111114472 roir 1OM2/MS BEFORE USE. Design valid
for use only with MITek® connectors This design is based onlyupon parameters shown, and is for an individual budding component, not a thus
Spam 8etwe use, the budding designer must vent' the applicability of design parameters and property Incorporate this design Into the overall budding design
Bracing indicated is to prevent buckling of mchvidual bussweb and/or chord members only. Additional temporary and permanent bracing M iTek' is alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidancetegarding thefabrication, stooge.
delivery, erection and bracing of trusses and truss systems, we ANSUTPtt Quality Cnterla, OSS49 and SCSI Building Component 6901 Parka Fast Blvd. Safety Information
available both Truss Plate Insut te. 218 N Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq/Barcelona-A or C TRAY
T13452427
P2392ACT F11G ROOF TRUSS 1 1
o all
Mid-Flonda Lumber, Bartow, FL.
a1.6
H 1-3-0
1 3x4 =
12
11
8 130 s Sep 15 2017 MTek Industries. Inc. Fit Mar 9 10:51.54 2018 Page 1
ID IUEL2vgrkv4uEJUYC2jFzkfng-?XTBe?ECrLOAHmVefonOlgtOuGr3ksKcmS86zcgbJ
1-2-4
3x3 =
2 3 3x3 =
Scale a 1 12.9
34 =
4
1x3 II 3x3 II
LOADING (pso SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud
TCLL 40.0 Plate Grip OOL 1.00 TC 0.92 Vert(LL) 0.04 6-7 999 360
TCOL 10.0 Lumber DOL 1.00 BC 0.76 Vert(CT) 0.05 6-7 999 240
BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(CT) 0.01 5 n/a n/a
BCDL 5.0 Code FBC2017/TP12014 Matrix-S
LUMBER- BRACING -
TOP CHORD 2x4 SP No.1(flat) TOP CHORD
SOT CHORD 2x4 SIP No.2(nat)
WEBS 2x4 SP No.3(flat) BOT CHORD
REACTIONS. (lb/size) 10=774/044, 5=774/0-3.8
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 1-10-767/0, 4-5=769/0, 1-2=565/0, 2-3=1119/0, 3-4=585/0
BOT CHORD 8-9=0/1119, 7-0=0/1119. 6-7=0/1119
WEBS 4-6=0/779, 1-9=0(767, 3.6=725/0, 2-9=753/0
PLATES GRIP
MT20 244/190
Weight. 39 lb FT = 20%F, 11 %E
Structural wood sheathing direly applied or 6-0-0 oc purtins,
except end verticals
Rigid ceiling directly applied or 10-0-0 oc bracing
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) Girder carries tie-in span(s): 7-0-0 from 0.0-0 to 6-11-4
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
1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (pit)
Vert: 5-10-10. 1-4-224
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
onPhilipI alleganPEw5812copies.
MTak USA, Inc. FL Cart 4634
6904 PMu East Md. Tampa FL 33610
Data:
March 9,2018
0 WARNING - Varr dosr nNaparamafarsand READ NOTES ON TNIS AND INCLUDED AOTErf REFERENCE PAGE 110-7173rev. 140a/a016 BEFORE USE. Despn valid
for use only with MITek® connectors This design Is based only upon parameters shown, and is for on individual budding component=, not - a ass
system. Before use, the budding designer must verify the applkamlity of design parameters and property Incorporate this design ono the overall budding design.
Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permant nebracing MiTek' Is ahvaya requiredforstabilityandtopreventcollapsewonpossiblepersonalInjuryandproperlydamage. Forgeneralguidance regaroN Nitfabrication. storage, delivery,
erection and bracing of asses and ass systems, we ANSVTPII Quality Criteria. 038-419 and SCSIBuilding Component 6904 Parke East 81ve. Safety Information availablefromThusPateInstitute. 216 N. Lee Skeet. Suite 31 Z Alexandria. VA22314 Tampa FL 36610
Job Truss Truss Type Oty Ply Park SglBarcelona-A or C TRAY
1 T13452428
P2392ACT F12 ROOF TRUSS 3 1
Job Reference (optional)
Mid-Flonaa Lumber, t5art0w, FL.
1.3.0
1 3xa =
10
3x3 11
It30 s 5ep 15 2011 MITek Industries, Inc. Fn Mar 9 10-51:56 201a Page 1
ID:IdEL2vgrkv4uEJUYC2lFzkFng-xwau3gGSMyHtW 9? 1c2HGsprHREgXJOE9nwFZD')zcgbH
1-2-0I
34
2 3 34 =
3xS =
4
3x3 = tx3 II 14 II 3x3 =
9 a 7 8 5
3x3 II
Scale = 1:12 9
LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in loc) Udefl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 100 TC 0.47 Vert(LL) 0.02 8-9 999 360 MT20 244/190
TCOL 10.0 Lumber OOL 1.00 BC 0.33 Vert(CT) 002 8-9 999 240 BCLL
0.0 Rep Stress Incr YES WB 0.18 Horz(CT) 000 5 n/a n/a BCDL
so Code FBC2017frPI2014 Matnx-S Weight: 40 lb FT - 20%F, 11%E LUMBER-
BRACING - TOP
CHORD 2x4 SP No 2(Bat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT
CHORD 2x4 SP No.2(Bat) except end verticals. WEBS
2x4 SP No.3(Bat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (
lb/size) 10=367/Mechanical, 5=367/Mechanical FORCES. (
lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP
CHORD 1-10=361/0, 4-5=361/0, 1-2=281/0, 2-3=-533/0, 3-4=281/0 BOT
CHORO 8-9=0/533, 7-8=0/533, 6-7=0/533 WEBS
4-6=0/375, 1-9=0/375, 3-6=342/0, 2-9=342/0 NOTES-
1)
Unbalanced Boor 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 W) nails. Strongbacks
to be attached to walls at their outer ends or restrainedby other means. This
item has been electronically
signed and sealed
by ORegan, Philip, PE using
a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the signature
must be verified on
any electronic copies. Phillp
J.0'Regan PE No.56126 MIT9k
USA, Inc. FL Cart 6634 6904
Pafke East Blvd. Tampa FL 33610Oats:
March
9,2018 WARNING -
Verl deal n Qrypparametaaand READNOTES ON iF9S AND INCLUDED a9TEK REFERENCEPAGE M/47l71rov. 1lYasrSOfa BEFORE USE. Oesign
valid for use only with MfTekm connectors This design is based only upon parameters shown, and is for an Individual building component, not a
trusssystem Before use, the budding designer must verify the applicability of design parameters and property Incorporate this design Into the overall budding
design. Bracing indicated is to prevent balding of Individual truss web and/or ctrore members onty. Additional temporary and permanent bnwmg MiTek' Isalwaysrequitedforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding ma fabricmfomstorage, delivery, ereulon and braang of wsaes and truss systems, see ANSVIPIII Quality Criteria, OSS49 andSCSI Building Component 6904 Parks East Blvd. Safety
Infomwtlon available from Truss Plate Institute, 218 N. Lee Street. Suite 31Z Alexandria, VA 22314 Tampa, FL 36610
Job Truss Truss Type City Ply Park Sq/Barcelona-A or C TRAY
T13452429
P2392ACT FT1 SPECIAL 1
b Reference loptionall
Mid-Flonda Lumber, Banow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fn Mar 9 10 52:08 2018 Page 1
IO:tUEL2vgrkv4uEJUYC2jFzkfng-bDJUanP XenAy?wLJaV4LLKCS3cl7FnwYn9Celzcgb5
23 10 4 5$ 6-7$ I 8 9 10-11-2 13 1 15 2-14 I 17-12 L__ 21-Ir23.10 2-1-14 2.1.14 2.M 2-1-14 2-1.14 2.1.14 2-1-14 2-1-14 23.14
Scale - 1:37 1
THIS TRUSS IS NOT SYMMETRIC.
PROPER ORIENTATION IS ESSENTIAL
7x8 = 1 5x4 II 5x8 = 1.50 II 4x8 = 1.5x4 II 4x8 = 5x5 = 4x10 = 1.5x4 II 6x6 =
1. 2 3 4 23 5 6 7 24 8 25 9 10 2811
22 12
40 11 8x12 = 2x4 11 8x12 MT20HS = 2x4 11 4x8 = 2x4 II 010 = 2x4 II 6xto = 3x4 II
21 -2 I 1-212 23.140.
1114
111-
0 54 17.4.4
21318423121$147&9
LOADING (psf)
SPACING- 24)-0 CSI. OEFL. in loc) VdeB Ud PLATES GRIP TCLL 40.
0 Plate Grip OOL 100 TC 098 Vert(LL) -071 17 >366 360 MT20 2441190 TCOL 10.0
Lumber OOL 100 BC 0.99 Vert(CT) -097 17 >266 240 MT20HS 187/143 BCLL 00 Rep Stress
Incr NO WB 0 97 Horz(CT) 0.09 12 n/a n/a SCOL 5.0 Code
FBC2017frPI2014 Matnx-S Weight: 244 lb FT = 20% LUMBER- BRACING - TOP CHORD
2x4 SP
OSS 'Except' TOP CHORD Structural wood sheathing directly applied or 1-5.14 oc purlins, 8-11: 2x4 SP
No.2 except end verticals. BOT CHORD 2x6 SP
OSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.
3 *Except* 1-21,3-21,
3-19,5-19,5-17,11-13,9.13,9.15,7-15,7.17: 2x4 SP No.2 REACTIONS. (lb/size) 22=
3703/0-7.4, 12=2758/0-3-8 Max Uplift 22=530(
LC 4), 12-382(LC 5) FORCES. (lb) -Max. CompJMax.
Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-22=
3295/478, 1-2=-6770/963, 2-3=-6770/963, 3-4=15381/2144, 4-5-15381/2144. 5-6=16966/2286,
6-7=16966/2286, 7-8=12361/1677, 8-9=12361/1677, 9.10=51081703, 10-11=-5108/703,
11-12=-2388/337 BOT CHORD 21-22=
67/464. 20.21=1760/12473, 19-20=1760112473. 18-19=2442/17783. 17-18-2442/17783.
16-17=2113/15662, 15-16=2113/15662, 14-15=-1364/9890. 13-14=1354/9890,
12-13=-48/341 WEBS 2-21=-699/
124, 3-20=-33/344, 4-19=656/116, 5.18=-47/453, 6-17=773/123, 7-16=65/580,
9-14=44/429, 10-13= 424/80, 1-21=980/6901, 3-21-62411872. 3-19=445/3182,
5.19-2628/377, 5.17=-894/171, 11-13=716/5208, 9-13—S233/712, 9-15=381/2703,
7-15-36131526. 7-17=247/1427 NOTES- 1) 2-ply
truss
to be connected together with IOd (0.131"x3") nails as follows Top chords connected as
follows: 2x4 - 1 row at 0-4-0 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 bads 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; Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCOL=3 Opsf; h=15ft; B=45ft. L-24ft; eave=oft; Cat. II; Exp B; Encl..
GCpi=0.18; MWFRS (directional); Lumber OOL=1.60 plate gnp DOL=1 60 4) Provide adequate drainage
to prevent water ponding. 5) All plates are
MT20 plates unless otherwise indicated. 6) This truss has
been designed for a 10.0 psi 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 530 lb upliftat joint 22 and 382 lb uplift at joint 12. 9)
Girder carries tie-
in span(s): 5-0-0 from 0.0-0 to 10-11-4: 2-10-0 from 16-3-4 to 21-6-12; 5.40 from G-0-0 to 10-11-4 10) Hanger(s) or
other connection device(s) shall be provided sufficient to support concentrated load(s) 429 lb down and 62 lb up at This item has been
electronically signed and sealed
by ORegan, Philip,
PE using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and
the signature must be verified
on any electronic copies.
Philip J. 0 Regan
PE No.66126 MTek USA, Inc. FL
Cart 6634 6904 Pane ESABlvd.
Tampa FL 33610 Date: March 9,2018 -
CA49MO16iDs
AW lialan paremeters
and READ NOTES ON TICS AND INCLUDED MITEK REFERENCE PAGE M/L7473 ter. /0Na/2015 BEFORE USE. 0e51gn valid for use
only with MITek® connectors Thisdesign is based only upon parameters shown, and isfor an individual budding component, not a truss system. Before
use, the budding designer must verify the applkabdily, of design parameters and property incorporate this design into the overall budding design Bracing indicated
is to prevent buckling of Individual buss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. Fat general guidance regarding the fabricator, storage, delivery, erection
and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSS49 and SCSI Building Component SafetyInformation available fromTrussPlateInstitute, 218 N. lea Street, Suite 312. Alexandda, VA 22314 6904 Parke East elw. Tampa, FL 36610
Job Truss Truss Type City Ply Park Sq/Barcelona-A or C TRAY
T13452429
P2392ACT FT1 SPECIAL 1
a
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Mar 9 10:52:08 2018 Page 2
IO:IUEL2vgrkv4uEJUYC2lFzkfng-bDJUanP XenAy7wLJaV4LLKCS3c17FnwYn9Celzcgb5
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Undorm Loads (plf)
Vert: 1-6-373. 6-25-100, 25-26=-239, 11-26=115, 12-22=10
Concentrated Loads (lb)
Vert:6=-429
Q WARNING - Verify design Parametms and READ NOTES ON TMS AND INCLUDED AOTEK REFERENCE PACE A9I4473 rov. 140=015 BEFORE USE. aw—
Design valid for useonly with MlTeltm mmleQbrs This design Is based only upon parameters shown. and Is for an individual budding component, not WtatrusssystemBeforeuse, the budding designermust verilythe Applicabilityofdesign parameters andproperlyincorporate this design Into theovens
budding design. BraCkVindicated Is to prevent bucNtrtp ofindividual thus web and/or chord members only Additionaltemporaryand permanent bracing M iTekI' always required forStability injuryariatopreventcollapsehpossiblepersonal and property damage for general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIII Quality Criteria, OSS49 and SCSI Building Component 6904 Perko East Bind.
Safety Information available from Trusts Plate Institute, 218 N. Lee Street, Suite 31Z Alexandria, VA 22314. Tampa, FL 36810
Job Truss Type Oly Ply Park Sq/Barcxlona A or C TRAYrFruss T13452430
P2392ACT SPECIAL 1
an
mla-Iona Lumber, Barlow. I-L. 8.130 S Sep 15 2017 MTek Industries, Inc. Fri Mar 9 10:52:10 2018 Page 1
10:16Ej_2vgrkv4uEJUYC2jFzkFng-XcQE2TRE3G 1uC14jR?XYOmQ2jtL2bE6D?SeJiBzcgb3
2-310 45A + 6-76 i &9 I 10 2 1310 15.2.14 17-4-12 1981a 21-109
2.3.10 2-1-14 2.1.14 2-1-11 2-1-14 2-1-14 2.1.14 2-1-14 2-1-14 2.114
Scale - 137 1
THIS TRUSS IS NOT SYMMETRIC
PROPER ORIENTATION IS ESSENTIAL
Sx5 = 1 Sx4 11 010 = 1 5x4 II 4xS = 1.5x4 II 4x8 = 5x5 = 4x1O = 1.5x4 II Skit =
1 2 3 4 23 5 6 7 24 8 2S 26 9 10 11
22 12
30 11 axe = 2.4 II 8x9 MT20HS = 2x4 II 08 = 20 I I 4x10 = 20 II 7x8 — 3x4 11
i a3 10 ( 4-5-8 s•z•e
2-3-10 2-1.14 2-1-14
a 9 1at1-2
2-1•t4 2-1-1.1
13.1-ij
2-1-14
1s z•14 1 17 4 1z I 198 10 21-1ae
2.1.14 2.1-f1 2-1-11 2-3-14 i
Plate Offsets (X.Y)— 18:0-2-8.0-3.41. 119 0-3-12.0.5-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loe) I/de8 L/d PLATES GRIP
TCLL 400 Plate Grip OOL 1.00 TC 0.93 Vert(LL) -0 55 17 >472 360 MT20 244/190
TCDL 100 Lumber DOL 1.00 BC 0.82 Ven(CT) -0.82 17 >316 240 MT20HS 1871143
BCLL 0.0 Rep Stress Incr NO WB 0.66 Horz(CT) 0.07 12 n/a n/a
BCOL so Code FBC2017frP12014 Matrix-S Weight: 244 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 1-11-14 oc purlins,
BOT CHORD 2x6 SP No 1 *Except* except end verticals
12-19: 2x6 SP OSS BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
WEBS 2x4 SP No.3 *Except'
1-21,3.21,3-19,5-19,5.17,11-13,9.13,9-15,7-15,7-17: 2x4 SP No.2
REACTIONS. (lb/size) 22=1900/0.7-4, 12=2367/0-3-8
Max Uplift 22=283(1_C 4), 12=372(LC 5)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown
TOP CHORD 1-22=16931259, 1-2-36631547. 2-3=3663/547, 3-4=9559/1435, 4-5=9559/1435.
5-6=13326/2034, 6-7=13326/2034, 7-8=11929/1870, 8-9=-11929/1870, 9.10=-4594f725,
10.11=-4594/725,11-12=2088/336
BOTCHORD 20-21-1082/7222, 19-20=-1082f7222, 18-19=1871/12396, 17-18=1871/12396,
16-17-2163/14153, 15.16=-2163/14153, 14-15=-1487/9346, 13-14=1487/9346,
12-13=-46/286
WEBS 3-20=25/270, 5-18=-68/526, 6.17=686/139, 7-16=81/586, 8-15=723/150,
9.14=44/394, 1-21=562/3766, 3-21-3895/586. 3-19=406/2557, 5-19=3105/520,
5.17--225/1018. 11-13=-74214706, 9-13=5201/834, 9-15=451/2826, 7-15=2435/363,
7-17=905/176
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"xW) nails as follows: This item has been
Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc electronically signed andBottomchordsconnectedasfollows: 2x6 - 2 rows staggered at 0-9-0 oc
Webs connected as follows: 2x4 - 1 raw at 0-9-0 oc. sealed by ORegan, Philip, PE
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 using a Digital Signature.
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. Printed Copies of this
3) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCOL=3 Opsf; h-15ft; B=45ft; L=24ft; eave=4ft; Cat. document are not considered11, Exp B, Encl , GCpi=0.18: MWFRS (directional): Lumber OOL-1.60 plate grip OOL=1 60 signed and sealed and the4) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated. signature must be Verified
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. on any electronic Copies.
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 Philip 10'Regan PE No.58126
will fit between the bottom chord and any other members Well USA, Inc. FL Cart 66U
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 283 lb uplift at joint 22 and 372 lb uplift GM Parke Eeet Blvd. Tampa FL33610
at joint 12. Otte:
9) Girder carries tie-in span(s): 5-0-0 from 10-7-12 to 21100816-6-12; S-O-0 from IG-7-12 to 16-6-12 March 9,201810) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 413 lb down and 131 lb up at
Q'puamotors end READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE Na-7472 rev. 1420=015 BEFORE USE.
a wain MRek® connectors This design is based only upon parameters shown, and Is for an individual budding component, net
a Was system. Before use, the budding designer must verify the appllrabpty ofdesign parameters and properly incorporate Nis design into the overall
budding design. BracingIndicated Is to preventbucklingofIndividual bussweband/orchord membersonly. Additional temporary and permanent bracing MiTek' Is always raquired for stabdmly, and to prevent collapse with possible personal Injury and property damage For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria. OSS-49and SCSI Building ComponentSafetyInformationavailablefromTrussPlateInstitute, 218 N Lee Street. Suite 312. Alexandra, VA 22314 6904 Parke East Bind.
Tampa, FL 361110
Job Truss Truss Type Oty Ply Park SglBarcelona-A or C_TRAY
1 T134S2430IP2392ACTFT2SPECIAL12JobReference (optional)
Mid -Florida Lumber, Bartow, FL. S.130 s Sep 15 2017 MTek Industries, Inc. Fri Mar 9 10:52:10 2018 Page 2
10 •INEL2vgrkv4uEJUYC2iFzkFng-XcOE?TRE3G1uC14iR?XYOmO2i(L2bE60?SeJiBzcgb3
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=l 00, Plate Increase-1.00
Uniform Loads (plf)
Vert: 1-6-100, 6-26-298. 11-26-100. 12-22-10
Concentrated Loads (lb)
Vert: 6=413 25-363
AWARMING • Vonry design PMmerora and READ NOTES ON rMS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rw, 10,0341015 BEFORE USE.
Design va0d for useonly won MlTeoe connectors. This design Isbased only upon parameters shown, and is for an IndMdual Woofing component, not
a truss system Beforeuse, the budding designermust verily me applleabdity, ofdesign parameters andpropertyIncorporate thisdesign into theoverall
building design Bracing Indicated Is to prevent buckling ofindividual WASweb and/or cord members only. Additional temporary and permanent bracing M?ek' Is always r"utred for stability and to prevent collapse with possible personal Injury are property damage. For general guidance regarding the
fabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, OSS49 and SCSI Building Component SON Parke Fast Blvd. Safety information available from Truss Plate Institute, 218 N Lee Street, Suite 31Z Alenundna, VA 22314 Tamps, FL 36610
Job Truss Truss Type Oty Ply Park Sq/8amelona-A or C TRAY
T13452431IP2392ACTFT3SPECIAL1q
Job Reference (optionall
Mid-Flodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fn Mar 9 10:52:11 2018 Page 1
IO:16EL2vgrkv4uEJUYC2iFzkFng-7o cCpRsgZ9lpSfw__i2nzyjwHewKbBMEIOsfdzcgb2
1-11 8 3-9.4 5-71 7<-12 9.2 8 Ill 4 12.10.0 14-7-12 1&7-0
t-11$ 1-9.12 1-9.12 1-9.12 1-9 12 1.9.12 1-9-12 1-8 12 1-114
3x4 II 6x12 MT20HS = 1.Sx4 II
1 21 2 3
20 2.4 II IOxl2 = 2x4 II Sx8 = 4x6 = 2x4 II 6x6 = 2x4 II 11
5xB MT20HS =
LOADING (psi) SPACING- 1-4-0 CSI.
TCLL 400 Plate Grip COL 1.00 TC 0.96
TCOL 10.0 Lumber DOL 1.00 BC 0.98
BCLL 0.0 Rep Stress Incr NO WB 1.00
BCDL 5.0 Code FBC2017lrP12014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.tD
BOT CHORD 2x6 SP DSS
WEBS 2x4 SP No.3 'Except'
2-20,2-18,4-18,4-16,6-16,7-15,7-13,9-13,9.11: 2x4 SP No.2
Scale-1:28.8
51®= 1.Sx4 II 4x6 = 6x6 = 1.5x4 II 6xe = 1.Sx4 II
4 5 6 7 8 9 22 10
04 =
THIS TRUSS IS NOT SYMMETRIC.
PROPER ORIENTATION IS ESSENTIAL
DEFL. in (loc) tde0 Ud PLATES GRIP
Ven(LL) -0.40 16 >490 360 MT20 2441190
Vert(CT) -0.55 16 >356 240 MT20HS 187/143
Horz(CT) 0.07 11 n/a n/a
Weight: 280 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-1-8 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oC bracing, Except:
2-2-0 oc bracing: 17-18.16-17.
REACTIONS. (lb/size) 20=7232/0-8-0, 11=3189/Mechanical
Max Uplift 20=1069(LC 4). 11=460(LC 5)
FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-20=-6801108, 1-2=-663/98, 2-3=21440/3139, 3-4=21440/3139, 4-5=-24927/3610,
5.6=24927/3610, 6-7=20795/3002, 7-8=10590/1529, 8-9=10590/1529, 9-10=279/40
BOT CHORD 19-20=1779/12083. 18-19=1779/12083, 17.18=4265/29296, 16-17=-4265/29296,
15-16=3002120795, 14-15=2341/16211, 13-14=2341/16211, 12-13=-808/5596,
11-12=808/5596
WEBS 3-18=1075/176. 4.17=353/59. 6.15=2295/346, 7-14=37/314, 2-20=-12918/1901,
2-18=1539/10584, 4-18=4887/1276, 4-16=4943(742, 6-16=695/4673, 7-15=761/5186,
7-13=6358/921, 9.13=815/5650, 9-11=6030/871
NOTES-
1) 3-py truss to be connected together with 10d (0 131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-4-0 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 from (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distnbute only loads noted as (F) or (B). unless otherwise indicated.
3) Wind, ASCE 7-10; Vut=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL-3.Opsh h=15ft; B=45ft; L=241111; eave=4ft; Cat.
II, Exp B: Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
4) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads
7) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 240 wide
will rd between the bottom chord and any other members.
8) Refer to girder(s) for truss to truss connections
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1069 lb uplift at joint 20 and 460 lb upltft
at joint 11.
10) Girder carries tie-in span(s): 16-8.0 from 0-0-0 to 54-0
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 6305 lb down and 911 lb up at
5.3-8 on top chord The design/selection of such connection device(s) is the responsibility of others.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
PhilipJyaRegaePENelectronic
AUTak USA, Inc. FL Cart 4634
6904 pads Eaa Blvd Tampa FL 33610
Oats:
March 9,2018
c ou lae.waaaf pn panmofara and READ NOTES ON T105 AND INCLUDED MITEK REFERENCE PAGE 1110.7472 rw. 10Aa/2015 BEFORE USE.
Design valid for use only with MITelt® connectors. This design Is based only upon parameters shown, and Is rot an Individual budding component, not
a truss "am. Before use, the budding designer must vent' the opp0eabiary of design parameters and property Incorporate Nu design coo the overall
budding design. BfaeJng indicated la to prevent buckling of mdMdual truss web and/or criora members only. Additional temporary and permanent tracing
qutred MiTek' i$ always or atabday and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
febncallon, storage, delivery, erearon and bracing of trusses and truss system$, see ANSUTPI1 Quality Criteria, OSS42 and SCSI Building Component 6904 Plate East Blvd. Sorely IMorrriadon evabebie bom Truss Plate Institute, 210 N. I" Street, Sues 31Z Mexandna, VA 22314 Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq/Barcelona-A or C TRAY
T13452431
P23MCT FT3 SPECIAL 1
o00 all
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fn Mar 9 10 52:11 2018 Page 2
10:IbEL2vgrkv4uEJUYC2jFzkfng-?o cCpRsgZ9lpStwi2nzyjwHewKbBMEIOsfdzegb2 LOAD
CASE(S) Standard 1)
Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Undone
Loads (plf) Vert:
1-4-604, 4-10-67, 11-20=7 Concentrated
Loads (lb) Vert,
4=6305 QWARNING.
Verify daalgn paramatora and READ NOTES ON THIS AND INCLUDED dOTEK REFERENCE PACE dBl•717] tw. 1040L2015 BEFORE USE. Design
vaallo rot use only with MITakib connectors This design is based only upon parameters shown, and is for an moMdual budding component, not a
truss system BOWS use, the budding designer must verifythe applicability of design parameters and property Incorporatethis design Into the overall budding
design Bracing IndicatedIs to prevent buckling ofIndMdualtruss webandfor chord members only Additional temporary and permanent bracingMOW alwaysrequrrsdforstabilityandtopreventCollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication,
storage, delivery, erection and bracing W trussesand truss systems, sea ANSVTPH Quality Criteria, OSS49 and SCSI Building Component 6904 ParkeEast Blvd. SafetyInformationavailablefromTrussPlateInstitute. 218 N. Lee Street. Suite 31Z AlexandM. VA 22314 Tampa. FL 36610
r
Job Truss Truss Type Oty Ply Park SgM@maiona-A or C TRAY
T13452432IP2392ACTFT4SPECIAL12JobReference (optional)
Mid-Flonda Lumber. eanow. FL. 8.130s Feb 12 2018 MiTek Industries, Inc Fn Mar 9 14:4615 2018 Page 1
IO:IUEL2vgrkv4uEJUYC2iFzkFng-tmVmPdLOFhRbe8u0Am5?K9WbhJF?N7YdgdKVoHzce1s
2-9-5 54.14 B-24
2-9.5 2-7-9 2-"
7x8 =
THIS TRUSS IS NOT SYMMETRIC
PROPER ORIENTATION IS ESSENTIAL
4x4 =
2
4x4
3
1 5x4 II
a 2X4 11 5
Sx5
2-9.5 5-4-14 8-2-4
e_n_s en.e aits
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ltd
TCLL 400 Plate Grip OOL 1.00 Tc 0.68 Vert(LL) 0.06 6-7 999 360
TCOL 10 0 Lumber OOL 1 00 SC 0 61 Vert(CT) 0.07 6-7 9% 240
BCLL 0.0 Rep Stress Ina NO WB 0.88 Horz(CT) 0.01 5 n/a n/a
BCOL 5.0 Code FBC2017/TP12014 Matrix-P
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
SOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
REACTIONS. (lb/size) 8=1892/Mechanical, 5=2261/0-8-0
Max Uplift 8=468(LC 4), 5=558(LC 5)
FORCES. (lb) - Max Comp /Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-8-1657/419, 1-9=-3464/856, 2-9=-3464/856. 2-3=3658/903, 4-5=597/156
BOT CHORD 7-13=-856/3464, 6-13=856/3464, 6-14-90313658. 5-14=903/3658
WEBS 2-7=-959/263, 1-7=911/3686, 3.5=3892/961
NOTES-
1) 2-ply truss to be connected togetherwith told (0.131"x3") nails as follows.
Top chords connected asfollows: 2x4 - 1 now at 0-9-0 oc.
Bottom chords connected as follows, 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 rowat 0-9-0 oc
Scale a 1 15 7
PLATES GRIP
MT20 244/190
Weight: 91 lb FT = 20%
Structural wood sheathing directly applied or 6-0-0 oc puriins,
except end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing
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=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf, BCDL=3 Opst, h=15ft; 8=45ft; L=24ft; eave=oft;
Cat. II; Exp B: Part. Encl.. GCpi=0.55; MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0
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 468 lb uplift atjoint 8 and 558 lb uplift
at joint S.
9) Girder carries tie-in span(s): 6-8-0 from 0.0-0 to 8-74
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 398 lb down and 97 lb up at
7-0.0 on top chord, and 266 lbdown and 62 lb up at 1-". 256 lb down and 62 lb up at 3-", and 256 lb down and 62 lb up at
5.4-8, and 258 lb down and 63 Ill up at 7-4-8 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase-1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-4=335, 5-8=10
Concentrated Loads (lb)
Ven: 6=256(F) 10=398 12=256(F) 13-256(F) 14=258(F)
This item has been
electronically signed and
sealed by-ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies. PbUlp J. O'Regan PE No.58126
MiTsk USA, Inc. FL Cart 4634
6W4 Parka East Blvd. Tampa FL 23610
Oita:
March 9,2018
O WARNING - Verify design parameters and READ NOTES ON TNS AND INCLUDED ABTEK REFERENCE PAGE A11I.7472 raw. 10010=015 BEFORE USE. wwww
Design valid for use only withMrTeia® connector&. This design is based only upon parameters shown, and is foran individual budding component, not 1atrusssystemBeforeuse, the budding designer must verify me applicability of design parameters and properly inwrporata this design Into me overall
budding design Bracing indicated is to prevent bucking of Indlvrdual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the
fabrication, storage, delivery. erection and bractng oftrusses and truss systems, we ANSVTPN Quality Criteria. OSS49 and SCSI Building Component 6904 Panto East BlvdSafetyInformationavailablefromTrussPlataInstitute. 216 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa. FL 36610
Job Truss Truss Type Oty Ply Park Sq/Barcelona-A or C TRAY
T13452433
P2392ACT FTS ROOF TRUSS 1
Reference
Mid-Flonda Lumber, Bartow, FL 8 130 s Sep 15 2017 MiTek Industries, Inc. Fri Mar 9 10:52:13 2018 Page 1
IO:lttEL2vgncv4uEJUYC2jFzkfng-yB6NdUT6MBOT3mol675F2P2Ez4Llobhft3tzJWzcgbO
24-9 4.7-7 7-0.0
24-9 2-2-13 24-9
5x8
1
THIS TRUSS IS NOT SYMMETRIC.
PROPER ORIENTATION IS ESSENTIAL.
04 =
2
4xe =
3
1.5x4 II
4
e 2x4 11 5
4x6
Scale = 1:13.2
i 2.4.9
2-4.9
4-7-7
2.2-13 2-4-9
Plate Offsets (X.Yh 16.0.3-0.0-4-41
LOADING (pso SPACING- 2-0-0 CSI. OEFL. in loc) Udefl L/d PLATES GRIP
TCLL 40.0 Plate Grip OOL 1.00 TC 0.29 Vert(LL) -0.04 6-7 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(CT) -0.06 6-7 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.61 Horz(CT) 0.01 5 n/a n/a
SCOL so Code FBC2017/TP12014 Matrix-P Weight: 78 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purtins,
BOT CHORD 2x6 SP No.1 except end verticals.
WEBS 2x4 SP No.3 'Except' BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing.
1-7,2.6,3-5: 2x4 SP No.2
REACTIONS. (lb/size) 8=1290/0.3-8, 5-2968/0-"
Max Uplift 8=-165(LC 4), 5=635(1-C 4)
Max Grav 8=2225(LC 2). 5=3412(LC 2)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-8=1723/156, 1-2=37731317, 2-3=-4684/631 BOT CHORD 6-
7-317/3773. 5.6=-631/4684 WEBS 1-7-
345/4104, 2-7-767/199, 2-6=344/1263, 3-6=242/1899. 35=5096/687 NOTES- 1) 2-
ply
truss to be connected together with 10d (0.131"x3) nails as follows: Top chords connected
as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected
as follows: 2x6 - 2 rows staggered at 0-3-0 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 (8) face in the LOAD CASE(S) section. Ply to pry connections have
been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind ASCE
7-10, Vuh-140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3.Opsf; h=1511; B=45ft; L=24f1; eave=oft; Cat. It: Exp B;
Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60 This item has been 4) Provide adequate
drainage to prevent water ponding. electronically Signed and 5) This trusshasbeendesignedfora100psfbottomchordliveloadnonconcurrentwithanyotherliveloads. 6) ' This sealed
by ORegan, Philip, PE truss has beendesignedforaliveloadof20.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. using a Digital Signature. 7) Provide mechanical
connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint 8 and 635 lb uplift at Printed copies of this joint S. document
are not considered 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 357 lb down at 1-9-4, 357 lb signed red and sealedand the down at 3-9-4. and 357 lb down at 5-9-4, and 2599 lb down and 698 lb up at 5-9-4 on bottom chord. The design/selection of such connection device(s)
is the responsibility of others. signature must be verified PhilipJ.OR LOAD
CASES) StandardgaePE10.68126pIQS. 1) Dead +Roof
Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Wak USA, Inc. FL Cart 6634 Uniform Loads (plf)
6W Parks Ent Blvd. Tampa FL 33610 Van: 1-4-
100, 5-8-10 GOA: Concentrated Loads (lb)
March 9,2018 Vert: 6=2179-217 10-90(F) 11-217 12=-90(F) 13-2689(F-90, B-2599) WARNING - Var fy
design paramatas and READ NOTES ON TNIS AND INCLUDED AUTEK REFERENCE PA E a110*7473 rov. 149=015 BEFORE USE. wwww Design vadd
for
useonlywith Welds connectors. This design Is based only upon parametersshown, and Is for an moMdualbudding component, nota truss system
Beforeuse, the budding designer must verify theapplkabil y of design parameters andproperty Incorporate this design Into the overallbudding design. Bracing
indicated Is to prevent bucking of Individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' is always requiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingmefabrication, storage, delivery.
erection and bracing of trusses and uU" systems, see ANSVTPII Quality Criteria, OSBd9 and SCSI Building Component 6904 Parke East Blvd Safety Infonnadon evadablefromTrussPlateInstitute, 218 N Lee Street, Sude 312. Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Oty Park Sq/Barcelona-A or C TRAYty
Tt3452434
P2392ACT G1 MONO HIP 1 1
b Reference (ontionall
Mid -Florida Lumber, Bartow, FL. S.130 s Sep 15 2017 MTek Industries, Inc. Fn Mar 9 10:52:14 2018 Page 1
ID.IHEL2vgrkv4uEJUYC2jFzkFng-ONglrgU17UYKgwN VggcUbcaKlUnjX28ow(cWryzcgb7
1-0-12 5-114 L114
1-0-12 5-11 4 2-0.0
04 =
3 12 46x6 II
4x4 = 1 Sx4 II
1.Sx4 II
Scale = 1:28.5
LOADING (psf) SPACING- 2.0-0 cSl. OEFL. in loc) Udefl LJd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.10 7-8 >963 240 MT20 244/190
TCDL 100 Lumber DOL 1 25 SC 0.46 Vert(CT) -0 20 7-8 >461 180
BCLL 0.0 Rep Stress Incr YES W13 0.60 Horz(CT) 0.01 10 n/a n/a
BCDL 100 Code FSC2017frPI2014 Matrix -MP Weight: 55 lb FT 2 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 8=3871041-0.10-280/0-1-8
Max Horz 8=187(LC 12)
Max Uplift 8=-87(LC 12), 10=130(LC 12)
Max Grav 8=387(LC 1). 10=311(LC 17)
FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less exceptwhen shown.
TOP CHORD 2-8=315/210
BOT CHORD 7-8=2561151
WEBS 4-10=316/266
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10: Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf,, BCDL=3.Opsf: h=15ft; 8=45ft; L=24ft; eave=4ft; Cat.
II: Exp B: Pan. Encl , GCpi=O 55: MWFRS (directional) and C-C Exlerior(2) -1-0-0 to 2-0-0. Interior(1) 2-0-0 to 6-0-0, Exterior(2) 6-0-0
to 7-6-12 zone; end vertical left exposed;C-C for members and forces 8 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 2-0-0wide
will fit between the bottom chord and any other members.
6) Bearing at joint(s) 10 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 at joint(s) 10.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift atjoint 8 and 130 lb uplift at
joint 10.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J.ORegan PE Na511126
IAiTek USA, Inc. FL Cart 6634
6904 Path East Blvd. Tampa FL J9610
Oats:
March 9,2018
O WARNING - Verily design paramatars and READ NOTES ON THIS AND INCLUDED A67EX REFERENCE PACE MIF7472 rov. 1001=015 BEFORE USE.
Oesign valid for use only with Mfiek® connectors. This design is based only upon parameters shown, and is for an indwital building component, not
a truss system Before use, the building designer must verity the applicability o1 design parameters and property incorporate this design Into the oversll
building design. Bracing Indicated is to prevent budding of Individual truss web and/or chord members orsy. Additional temporary and pennerem bracing M iTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding ten
fabricman, storage, delivery. erection andbracing oftrusses and truss systems, see ANSVrPII Quality Criteria. OSS49 and SCSI Building Component 69" Parke East BNdSafetyInformationavailablefmmTrussPlateInstitute, 21llN. LeaStreet, Suite 31Z Alaxandna, VA 22314 Tampa, FL 36640
Job Truss Truss Type Oty Ply Park Sq/Barcelona-A or C TRAYI T13452435IP2392ACTG2MONOHIP11
Job Reference (aptionall
Mid -Florida Lumber, Bartow, FL. S.130 s Sep 15 2017 MTek Industries. Inc. Fri Mar 9 10.52:14 2018 Page 1
ID:16EL2vgrkv4uEJUYC2jFzkfng-ONglrgU17UYKgwNVggcUbcaJvUooX1 Uomcvowcgb7
0"2 4.7.4 7-11.4
1-0.12 4.7.4 3.4.0
LOADING (psf) SPACING- 2-0-0 CSI.
TCLL 20.0 Plate Grip OOL 1.25 TC 0.66
TCDL 10.0 Lumber DOL 1.25 BC 039
BCLL 0 0 Rep Stress Incr YES WB 0 70
BCDL 10.0 Code FBC2017/TPI2OI4 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. lb/size) 8=387/0.8-0, 10-280/0-1-8
Max Horz 8=113(LC 12)
Max Uplift 8=105(LC 12), 10=113(LC 12)
Max Grav 8=387(LC 1). 10=297(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-8-308/217
WEBS 4-10=304/236
4x4 =
12
8x8 MT20HS II
OEFL. in (loc) Wen Ud PLATES GRIP
Vert(LL) 0.15 7-8 >630 240 MT20 244/190
Vert(CT) -0.19 7-8 >480 ISO MT20HS 187/143
Horz(CT) 0.02 10 n/a n/a
Scale = 1'24.8
Weight: 50 lb FT - 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purfins,
except end verticals
BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing
NOTES-
1) Unbalanced roof live loads have been considered for this design
2) Wind ASCE 7-10: Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf,, h=15ft; 8=45ft; L=24ft; eave=4ft; Cat.
11; Exp B; Part. Encl., GCpi=0.55, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, lhterior(1) 2-0-0 to 4-8-0, Exterior(2) 4-8-0
to 7-6-12 zone;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip OOL=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 nit between the bottom chord and any other members.
7) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb upld at joint 8 and 113 lb uplift at
joint 10
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J.ORegan PE NO.S8126
Wait USA, Inc. FL Cart 6634
69U Parke Ead Blvd. Tampa FL33610
Oats:
March 9,2018
WARNING • Verifydealgnpanwnensra andREAD NOTES ON INS AND INCLUDEDNITEKREFERENCE PA E N11-7472rev. 10100=015 BEFORE USE.
Design valid for use only wM Mrrekd1 connectors This design is based only upon parameters shown, and is The an mdMaual budding component, notatrusssystemBeforeuse, the building designer mustverify theapplicability of design parameters and property incorporate this design Into theoverall
budding design Bracing indicated is to prevent bucdding of bldlvidual truss wee and/or chord members only Additional temporary and permanent bracing M iTek' rs always required for atabAay and to prevem ab1lepse with possible personal Inprry, and property damage. For general guidance niganfing ins
fabrication, storage, delwery, erection and Mang of trusses and truss systems, see ANSVrP11 Quality Criteria, OSS-89 and SCSI Building Component 6804 Parke East SM. SafetyInformation available from Truss Plate Insides. 2111 N. Lora Street, Suds 312. Alexandria, VA 22314. Tampa. FL 36810
1 Y .
Job Truss Truss Type City Ply Park Sq/Barcekma-A or C TRAY
T13452436
P2392ACT G3 COMMON 1 1
all
Mid -Florida Lumber, Bartow. FL.
4x8
10
9
6.00
8.130 s Sep 15 2017 Mrrek Industries. Inc. Fri Mar 9 10:52:15 2018 Page 1
ID.IOEL2vgrkv4uEJUYC2jFzkFng-uaE72AVNuogB14yhOY7j7g7YCuA5GcOy9NM400zcgb_
380 7-11-4 900
4x4 =
N4
Scale = 1:24.9
3A-0 4-3< 12
LOADING (psf) SPACING- 2.0-0 CS1. DEFL. in loc) Well Vd PLATES GRIP
TCLL 200 Plate Grip DOL 1.25 TC 043 Vert(LL) -002 6 >999 240 MT20 244/190 TCOL
100 Lumber OOL 1.25 BC 0.26 Vert(CT) -0.05 5-6 >999 180 BCLL
0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.00 5 n/a n/a BCOL
10.0 Code FBC2017fTP12014 Matrix -MS Weight: 38 lb FT = 20% LUMBER-
BRACING - TOP
CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT
CHORD 2x4 SP No.2 except end verticals. WEBS
2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS
2x4 SP No.3 REACTIONS. (
lb/size) 5=38710-8-0, 10=280/0-1-8 Max
Horz 10=95(LC 11) Max
Uplift 5=130(LC 12), 10=88(LC 12) FORCES. (
lb) - Max Camp./Max Ten. - All forces 250 (lb) or less except when shown. TOP
CHORD 3-5-310/294 WEBS
1-10=292/226 NOTES-
1)
Unbalanced roof live loads have been considered for this design 2)
Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCOL=4 2psf; BCDL=3 Opsf; h=15ft; 8=45ft; L=24ft; eave=oft; Cat. II:
Exp B; Part. Encl., GCpi=0.55; MWFRS (directional) and C-C Exterior(2) 0-5-4 to 6.8-0, Intenor(1) 6-8-0 to 9-0-0 zone; end vertical right
exposed;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1 60 plate grip O0L=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)
Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface. 6)
Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. This item has been 7)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 130 lb uplift at joint 5 and 88 lb uplift at electronically signed and joint10. sealed by ORegan, Philip, PE using
a Digital Signature. Printed
copies of this document
are not considered signed
and -sealed and the signature
must be verified on
any electronic copies. Philip
J. O'Regan PE No.58126 AUTek
USA, Inc. FL Cart 6634 6904
Parka bat Blvd. Tampa FL 33610 Oats:
March
9,2018 Q
WARNING - Verify doslgn pammetma; and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MO-7473 rev. t&V3/2015 BEFORE USE. wwww Oesign
valid for use only withMIT*k* connectors This design is based only upon parameters shown, and Is foran individual building component, not a
truss system Before use, the building designer must verify the applicability of designparameters and property Incorporate this design Into the overall budding
design. Bra" Indicated Is to prevent budding of Individual trigs wale andlu chord members only. Additional temporary and permanent bracing Welk' IsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryendpropertydamage. For general guidance regarding the tabnearlon.
storage. dada". erection and bracing of trusses and truss systems. area ANSVTPI1 Quality Criteria. OSS49 and SCSI Building component 6904 Parka Eau Blvd. SafelyInformationavailablefromTrussPlateInstitute, 218 N. LeeSimi. Suite 31 Z Alexandria, VA22314 Tampa. FL 36610
Job Truss Truss Type Oty Ply Park Sq/Bamelona-A or C_TRAY
I 1 T13452437
P2392ACT G4 HIP 1 t
Job Reference
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MfTek Industries, Inc. Fri Mar 9 10:52:16 2018 Page 1
ID:ItiEL2vgrkv4uEJUYC2jFzkfng-MmoVFWV?mo2wOXtnfeyglgg IVa93g5O15dwzcga2
2- S."7-t1< 9-0-0
2.4-0 2-" 2-11-4 1-0-12
4x4 = 04 =
6.00 F12 2 13 3
4)4
15
12
11
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip OOL 1.25
TCOL 10.0 Lumber OOL 1 25
SCLL 0.0 Rep Stress Ina NO
BCDL 10.0 Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. lb/size) 6=424/041-0, 12-323/0-1-8
Max Horz 12=111(LC 8)
Max Uplift 6=209(1_C 8). 12=177(LC 8)
Max Grav 6=425(LC 18). 12-324(LC 17)
3x4 11
CSI. DEFL. in loc) Udeft Lid
TC 0.56 Vert(LL) 0.06 7-8 999 240
BC 0.37 Vert(CT) 0 07 7-8 999 180
WB 0.15 Horz(CT) 0.00 6 n/a n/a
Matrix -MS
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2-2601184, 3-4=281/173, 4-6=329/186
WEBS 1-12=-338/189
Scale = 1:21.0
PLATES GRIP
MT20 244/190
Weight: 40 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins,
except end verticals
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind ASCE 7-10: VuR=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCOL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=oft; Cat.
II; Exp B; Part. Encl., GCpi=0.55; MWFRS (directional); end vertical right exposed; Lumber DOL=1 60 plate grip DOL=1 60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide
will fit between the bottom chord and any other members.
6) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 209 lb uplift at joint 6 and 177 lb uplift at
joint 12.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 65 Iledown and 169 lb up at
2-4-0, and 9 lb down and 76 lb up at 3.8-0, and 65 Ile down and 169 lb up at S-" on top chord, and 26 lb down and 271b up at
2-4-0, and 12 lb down and 13lb up at 3-8-0, and 26 lb down and 27 lb up at 4-11-4 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase-1.25, Plate Increase=1.25
Uniform Loads (pill)
Vert: 1-2-60, 2-3=-60, 3-4=60, 4-5=60, 6-10=20
Concentrated Loads (lb)
Vert: 2-18(F) 3=18(F) 8=14(F) 7=14(F) 13=9(F) 14=8(F)
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies. Philip J. O'Regan PE No.68126
Wait USA, Inc. FL Cart 4634
OUParka East Blvd. Tampa FL 33610
Galt:
March 9,2018
AWARNING - Verity design paramatms and READ NOTES ON THIS AND INCLUDED tOTEK REFERENCE PAGE 1100-7472 rov. 10002R0115 BEFORE USE.
Design valid for use only with Mrreia® connectors This design is basedonly uponparameters shown, and Is rotan individual binlding component, not
abass system Batore use, the building designer must venry the applicability ofdesign parameters and property, Incorporate this design Intothe overall
budding design Bracing wrokalad isto piavem bucgjng ofIndividual WASweband/or carom members only Additional temporary and permanent bracing M ek' Is always squired for stabilityand to prevent collapse with possible personalInjury and property, damage. Forgeneral guidance regarding ma I l
ratvkaWon. Storage, delivery, erectionam bracing oftrusses and bass systems, see ANSUTPII Quality Coterie, OSS49 and SCSI Building Component 8904 Parke East Blvd. Safety Information available from Titus Plate insmute, 216 N. Lee Street, Suite 31Z Alextindna. VA 22314. Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq/Barcelona-A or C TRAY
T13452438
P2392ACT H1 MONO HIP 1 1
Job Reference lootionall
Mid-Flonda Lumber, Bartow, FL.
1-0-0
8.130 s Sep 15 2017 MTek Industries, Inc. Fn Mar 9 10:52:17 2018 Page 1
2.10.0
4x4 =
3
3x4 =
4
yµ = 5
1.Sx4 II
LOADING (psf) SPACING- 2.0-0 CSI.
TCLL 20.0 Plate Grip DOL 1.25 TC 012
TCDL 10.0 Lumber DOL 1 25 BC 0.10
8CLL 0.0 Rep Stress Incr YES WB 0.09
8CDL 10.0 Code FBC2017/TPI2014 Matnx-MP
DEFL. in (loc) Udefl L/d PLATES GRIP
Vert(LL) -000 6-9 >999 240 MT20 244/190 Vert(
CT) -0.01 6-9 >999 180 Horz(
CT) 0.00 5 n/a n/a LUMBER-
BRACING - TOP
CHORD 2x4 SP No.2 TOP CHORD 80T
CHORD 2x4 SP No.2 WEBS
2x4 SP No.3 BOT CHORD REACTIONS. (
lb/size) 5=215/Mechanical, 2=28610-3-8 Max
Harz 2=73(LC 12) Max
Uplift 5=70(LC 9), 2=93(LC 12) FORCES. (
lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.' TOP
CHORD 2-3=256/134 Scale -
1:14 1 Weight:
27 lb FT = 20% Structural
wood sheathing directly applied or 5-8-0 oc purlins, except
end verticals. Rigid
ceiling directly applied or 10-0-0 oc bracing. NOTES-
1)
Unbalanced roof live loads have been considered for this design. 2)
Wind. ASCE 7-10, Vuft=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=3.Opsf; h=25ft; 8=45ft; L=24ft; eave=oft; Cat. II;
Exp 8; Encl.. GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1.0-0 to 24)-0. Intenor(1) 2-0-0 to 2-10-0, Exterior(2) 2-10-0 to 5-
6-4 zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber OOL=1.60 plate grip COL=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 (or 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
rd between the bottom chord and any other members 6)
Refer to girder(s) for truss to truss connections. 7)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 lb uplift at joint 5 and 93 lb uplift at joint
2. This
item has been electronically
signed and sealed
by ORegan, Philip, PE using
a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the signature
must be verified on
any N.OReaPelectronic MITakUSA,
Inc. FL C04634 6904 Parke
Ea d Blvd. Tampa FL U610 Oats: March
9,
2018 AWARNING • Vanity
design paramaron and READ NOTES ON TIOS AND INCLUDED ANTEK REFERENCE PAGE A6F7472 rev. 160=015 BEFORE USE. resign valid
for we only with MITatI® connectors. This design is based only upon parameters shown, and is for an ndlvidualbudding Component. not a truss
system. Before use, the budding designer must vent' the appliCablUty of design parameters and property Incorporate this design into the overall budding design.
Bractrg indicated is to prevent bucidig of IndMdual miss web andforchordmembers only. Additional temporary andpermanent bracingMiTek' Is akvayarequiredforatabdby, are to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication. Storage•
delivery• erection and bmdng of trusses andtruss systems, sea ANSUTPH Quality Collette, OSS49 and SCSI Building Component 6904 Parke East Blvd. Safety IntotmadonavailablehomTrussPlateInstitute, 216 N. Lee Street, Suite 31Z Alaxanoda. VA 22314. Tampa, FL 36610
Job Truss Truss Type Oy Ply Park Sq/Barcelona-A or CTRAY
T13452439
P2392ACT H2 COMMON 1 1
Job Reference foodonall
Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 Mirek Industries, Inc. Fn Mar 9 10:52 18 2018 Page 1
IO:16EL2vgrkv4uEJUYC2iFzkFng-18vGgCXFBj2m9XhGvggOISI7d5ERT?fOrLakzlzcgax
I 2.10-0 5.8 0
2.10.0 2.10-0 1-0.0
4x4 =
2x4 =
2x4 =
Scale - 1:14.5
2-10.0 2.10.0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell L/d PLATES GRIP
TOLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(L-) 0.00 5-8 999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 8C 0.15 Vert(CT) 0.01 5-8 999 180
SCLL 00 Rep Stress Ina NO WB 0.05 Horz(CT) 0.00 3 n/a n/a
SCOL 10.0 Code FBC2017frPI2014 Matrix -MP Weight: 22 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. lb/sae) 1=238/Mechanical, 3=309/0-3-8
Max Horz 1=36(LC 6)
Max Uplift 1=71(LC 8). 3=122(LC 8)
Max Grav 1=249(LC 17),3=316(LC 18)
FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=334/113, 2-3=333/111
BOT CHORD 1-5=66/277, 3-5=66/277
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10: Vuft=140mph (3-second gust) Vasd=108mph; TCOL=4 2psf, BCDL=3.Opsf,, h=25ft; 8=45ft; L-24ft; eave=oft; Cat.
II; Exp B; Encl.. GCpi=0.18; MWFRS (directional); 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.Opsfon 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 71 It, uplift at joint 1 and 122 lb uplift at
joint 3.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 79 lb down and 170 lb up at
2-10-0 on top chord, and 26 lb down at 2-10-0 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-2=60, 2.4=60, 6-9=20
Concentrated Loads (lb)
Vert: 5=26(F) 2=8(F)
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J, URegan PE No.56126
Wait USA, Inc. FL Cart 4634
6964 Parka Eeat Blvd. Tampa FL 33610
Date:
March 9,2018
0 WARNING - Vanity, doslgn pin tars and READNOTES ON T10S AND INCLUDED MITEK REFERENCE PAGEMIF7473 evv. I&VU1015 BEFORE USE.
Design valid tot use only with MITak® connectors This design Is based only upon parameters shown, and is for an Individual bullding component, not-
e truss system. Before use, the budding designer must verify the applicability of design parameters and properly unconporate OW design Into the overall
budding design. Bracing indicated is to prevent buckling of lecilvdual truss web and/or Cldrd members only Additional temporary and permanent bracing MiTek' rs always required for stability and to prevent Collapse with possible personal injury AM property damage. For general guidance regarding the
fabrication, storage, deltv". erectionand bracing of trusses and was systems, see ANSVTPl1 Quality Criteria. OSS49 and SCSI Building Component 6904 Parke East Blvd,
Safety Information available from Truss Plate Institute, 218 N. Lea Sum, Suite 312, Alesandda, VA 22314. Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq/Barcelona-A or C TRAY
T13452440
P2392ACT J2 JACK 1 1
0all
Mid -Florida Lumber, Bartow, FL 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Mar 9 10:52:19 2018 Page 1
ID:16EL2vgrkv4uEJUYC2jFzkFng-mLTeuYYtyl AdnhGSSOBBgHleVbrCSIY4?KHW9zcgaw
1-0.0 2.10-0
1-0.0 2-10-0
2x4 =
LOADING (psf) SPACING- 2-0-0 CSI.
TCLL 20.0 Plate Grip OOL 1.25 TC 0.08
TOOL 10 0 Lumber OOL 1.25 BC 0.08
BCLL 0.0 Rep Stress Incr YES WB 0 00
BCOL 10.0 Code FBC2017/TPI2014 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No 2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 3=66/Mechanical, 2=182/0-3-8, 4=34/Mechanical
Max Horz 2=75(LC 12)
Max Uplift 3=39(LC 12), 2=-61(LC 12). 4-1 (LC 9)
Max Grav 3=77(LC 17). 2=182(LC 1), 4=49(LC 3)
FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown.
Scale = 1:11.7
DEFL. in (loc) Udell Ud PLATES GRIP
Vert(LL) -0.00 4-7 >999 240 MT20 244/190
Vert(CT) .0.01 4-7 >999 180
Horz(CT) -0 00 3 n/a n/a
Weight 11 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purltns.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind* ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat.
II. Exp B; Part Encl. GCpi=0.55, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0. Interior(1) 2-0.0 to 2-9-4 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber OOL=1 60 plate grip OOL=1.60
2) This truss has been designed for a 10 0 psf bottom chard live load nonconcurrem 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 rd 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 39 lb uplift at joint 3, 61 lb uplift atjoint 2
and 1 lb uplift atjoint 4.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No 511126
MITek USA, Inc. FL Cart66U
6WParke East Blvd. Tampa FL33610
Date:
March 9,2018
O WARNING - VmNy design parameters and READ NOTES ON TN/S AND INCLUDED mrrEx REFERENCE PAGE Ma-7473 rev. fa=013 BEFORE USE.
Design valid for use only with MlTakta connectors. This design Is based only upon parametets shown, and isfor an individual building component, not
a truss system. Before use, the budding designer must verity the applicability of design parameters and property mcorponte this design Into ma overall
budding design. Bracing indicated is to prevent buckling ofIndividual buss web and/or tlwto members only Additional temporary and permanent bracing MITek' Is always required for Stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the
fabrication, storage, delivery. erection and bracing oftrusses and truss systems, see ANSUTPII Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute. 218 N Lee Street. Suite 31Z Alexandria. VA 22314. Tampa. FL 36610
4 ° e
Job Truss Truss Type oty Ply Park Sq/Bafcelona-A or C_TRAY1 T13452441
P2392ACT J3 JACK 3
Job Reference footionali
Mid-Flonda Lumber, Barlow. FL 8.130 s Sep 15 2017 Mrrek Industries, Inc. Fri Mar 9 10:52:19 2018 Page 1
ID IGEL2vgrkv4uEJUYC2jFzkFng-mLTeuYYWAdnhGSS08BgHCtVYiCSY4?KHW9zcgaw
t-0 12 2.11.4
1-0-12 2-114
Scale - 1.18.8
3x4 =
LOAOING (psf) SPACING- 2-" cSl. DEFL. in loc) Well L/d PLATES GRIP
TCLL 20.0 Plate Grip OOL 1.25 TC 0.46 Vert(LL) 0.01 4-5 >999 240 MT20 244/190
TCOL 100 Lumber OOL 1.25 BC 0.28 Vert(CT) -0.01 4-5 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.04 3 n/a n/a
BCOL 10.0 Code FBC2017frP12014 Matrix -MR Weight' 13 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 De purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WE8S 2x4 SP No.3 BOT CHORD Rigid ceiling direly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=198/0-8-0, 3=66/Mechanical, 4=27/Mechanical
Max Horz 5=127(LC 12)
Max Uplift 5=19(LC 12), 3=67(LC 12), 4=22(LC 12)
Max Grav 5=198(LC 1), 3-89(LC 17), 4=51(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less exceptwhen shown
NOTES-
1) Wind: ASCE 7-10: Vuft=140Mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft, eave=oft; Cat.
II; Exp B; Part. Encl., GCpi=0.55; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone; end
vertical left exposed;C-C for members and forces 6 MWFRS for reactions shown; Lumber OOL=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 19 lb uplift at joint 5, 67 lb uplift at joint 3
and 22 lb uplift at joint 4
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
ASTWUSA, Ina FL Celt 6634
W Parka Ead Blvd. Tampa FL23610
Dow
March 9,2018
QWARNING - Varlly daslgn parsmarors and READ NOTES ON TNIS AND INCLUDED aOTEK REFERENCE PAGE 111110-7172rav, fdO4015 BEFORE USE. Design
valid for use only with MlTeW connectors This design is based only upon parameters shown, and is for an Individual budding component, not a
truss system Before use, the budding designer must verily the applicability of design parameters and propedy incorporate this design Into the overall building
design Bracing Indicated is to prevent buckling of Individual trims web and/or chord members only Additional temporary and permanent bracing M iTek' isaivraysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralgulCancoregardingthefabncadon•
storage• delivery• erection and bracing of trusses and truss systems• see ANSUTPII Duality Criteria, OSS49 and SCSI Building Component 6904 ParkeEast Blvd. Safety
Information available from Truss Plate Institute. 218 N. Lee Sir", Suite 312. Alexandria, VA 22.314• Tampa. FL 36610
Job Truss Truss Type Ory Park Sci/Barcelona-A or C TRAYIPly T13452442
P2392ACT JS JACK 4 1
all
Mid-Flonda Lumber, Bartow. FL.
1-0.0 5-0-0
20 =
8 130 s Sep 15 2017 Mirek Industries, Inc. Fri Mar 9 10 52.20 2018 Page 1
IO:INEL2vgrkv4uEJUYC2jFzkFng-EX 105uWIKITOrreO5iuqlgPfvtCxvyhJf3g2czcgav
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl L/d
TCLL 20.0 Plate Gnp OOL 1.25 TC 0.32 Veri(LL) 0.04 4-7 999 240
TOOL 10.0 LumberOOL 1.25 BC 0.26 Vert(CT) 0.06 4-7 988 ISO
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
SCOL 10.0 Code FBC2017/TPI2014 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No 2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 3=127/Mechanical, 2=264/0.3.8, 4=64/Mechanical
Max Horz 2=108(LC 12)
Max Uplift 3= 64(LC 12). 2=73(LC 12)
Max Grav 3=127(LC 1), 2-264(LC 1), 4=91(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
Scale = 1.17.0
PLATES GRIP
MT20 244/190
Weight: 18 lb FT = 200A
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.
NOTES-
1) Wind. ASCE 7-10; VuN=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3.Opst h=25ft; 8=45ft; L=24ft; eave=oft; Cat.
II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2.0-0, Interior(1) 2-0-0 to 4-11-4 zone;C-C for
members and forces 3 MWFRS for reactions shown; Lumber OOL=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 rd between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 3 and 73 lb uplift at
joint 2.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.56126
MRak USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Oats:
March 9,2018
QWARNING • VaMy daalpn paramoters and READ NOTES ON 7/a5 AND INCLUDED MITEK REFERENCE PAGE a11F7473 rig. 1d03/2015 BEFORE USE.
Design valid for use only with MIT*k* connectors This design is based Only upon parameters shown• and Is for an IndMdual building component. nit
a truss system Before use• the budding designer must vent' the applicability ofdesign parameters and property incorpdrsta this design Into the overall
building design Bracing indicated is o prevent buckfing ofIndividual trust web andror tJaid members onty Additional temporary and pemunent bracing MiTek' isalways required orstability and to prevent collapsewith possible personalinjuryand property damage Fargeneral guidance regarding the
fabrication, storage. delivery, erection and bracing oftrusses and truss systems. sea ANSVTPH Quality CAterla, OSS49 and SCSI Building Component 6904 Parka East BlvdSafetyInformationavailablefromToussPlateInstitute. 218N Lae Street. Suite 31Z Alexandria. VA 22314. Tampa, FL 36610
Y_
Job Truss Truss Type City Ply Park Sq/Barcelona-A or C TRAY
T13452443
P2392ACT J7 JACK 17 1
Job Reference (optionall
Mid -Florida Lumber, Barth FL.
I
1." 7-"
3x4 =
LOADING (psf) SPACING- 2-0.0
TCLL 20.0 Plate Gnp DOL 1 25
TCDL 10.0 Lumber DOL 125
BCLL 0.0 Rep Stress Incr YES
BCOL 10.0 Code FBC20171TP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
8.130 s Sep 15 2017 MfTek Industries. Inc. Fri Mar 9 10:52:20 2018 Page 1
ID.IUEL2vgrkv4uEJUYC2iFzkfng-EX 105uWIKITOfre05iugtgKhvppxvyhJTJq2Czcgav
CSI. DEFL. in loc) Udell Lid
TC 0.70 Vert(LL) 0112 4-7 679 240
BC 0.54 Vert(CT) 0.24 4-7 348 180
WB 0.00 Horz(CT) 0.00 2 n/a n/a
Matrix -MP
REACTIONS. (lb/size) 3=183/Mechanical, 2-342/0-3-8, 4=90/Mechanical
Max Horz 2=141(LC 12)
Max uplift 3=93(1-C 12), 2=-82(LC 12)
Max Grav 3=183(LC 1), 2=342(LC 1). 4=129(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
Scale a 1.21.8
PLATES GRIP
MT20 2441190
Weight: 24 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing direly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; 8=45ft; L=24ft; eave=oft, Cat.
II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6.11-4 zone;C-C for
members and forces 3 MWFRS for reactions shown; Lumber OOL=1.60 plate grip DOL=1 60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurTent with any other live loads
3) ' This truss has been designed for a live load of 20.Opsfon the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide
will rd 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 ofwithstanding 93 lb uplift at joint 3 and 82 lb uplift at
joint 2.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. CIT"an PE No.58126
MTak USA, Inc. FL Can? 663t1
690A Parke Eaq Blvd. Tampa FL33610
Oab:
March 9,2018
WARNING • Verify doslgn paromoters and READ NOTES ON TMS AND INCLUDED a1ITEK REFERENCE PAGE MI47472 rov. 104WO15 BEFORE USE.
Oesign ralle for use onlywith Mrrek® connectors This design is based onlyupon parameters shown, and is foran Individual budding component, not
atruss system. Before use, the budding designer must verity the applicability of design parameters and properly Incorporate this design into theoverall
building design. Bracing Indicated Is o prevent buckling of InaMdual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is arways required or stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrkstion, storage, delivery. erection and bracing of busses and truss systems, see ANSVTPIt Quality Criteria, OSS49 and SCSI Building Component 6904 Parka Past SW.
SafetyInformation available tram Truss Plate Institute, 218 N. Lee Street, Suite 31Z Alexandria, VA 22314 Tampa, FL 36610
d Symbols
PLATE LOCATION AND ORIENTATION
3/4' Center plate on joint unless x, y
offsets are indicated
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and fully embed teeth.
0-14, 1911
For
4 x 2 orientation, locate Plates
0- 'ad' from outside edge
of truss. This
symbol indicates the required
direction of slots in connector
plates. Plate
location details available in MiTek 20/20 software
or upon request. PLATE
SIZE The
first dimension is the plate 4
x 4 width measured perpendicular to
slots. Second dimension is the
length parallel to slots. LATERAL
BRACING LOCATION Indicated
by symbol shown and/or by
text in the bracing section of the output.
Use T or I bracing if
indicated. BEARING
Indicates
location where bearings supports)
occur. Icons vary but reaction
section indicates joint number
where bearings occur. Elm
Mtn
size shown is for crushing only. Industry
Standards: ANSI/
TP11: National Design Specification for Metal Plate
Connected Wood Truss Construction. DSB-
89: Design Standard for Bracing. SCSI:
Building Component Safety Information, Guide
to Good Practice for Handling, Installing &
Bracing of Metal Plate Connected
Wood Trusses, Numbering
System 6-
4-8 dimensions shown in ft-in-sixteenths Drawings
not to scale) 2
3 TOP
CHORDS o
cra
c2o Ct,
4 WEBSU
0 0- 0
t—
c
a cs4 BOTTOM
CHORDS 8
7 6 5 JOINTS
ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND
THE TRUSS STARTING AT THE JOINT FARTHEST TO THE
LEFT. CHORDS
AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS.
PRODUCT
CODE APPROVALS IMES
Reports: ESR-
1311, ESR-1352, ESR1988 ER-
3907, ESR-2362, ESR-1397, ESR-3282 Trusses
are designed for wind loads in the plane of the truss
unless otherwise shown. Lumber
design values are in accordance with ANSI/TPI 1 section
6.3 These truss designs rely on lumber values established
by others. 2012
MiTek® All Rights Reserved MM
W1
fo
MiTek
00
MiTek
Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 A
General Safety Notes Failure
to Follow Could Cause Property Damage
or Personal Injury 1.
Additional stability bracing for truss system, a g, diagonal
or X-bracing, is always required. See SCSI. 2.
Truss bracing must be designed by an engineer. For wide
truss spacing, individual lateral braces themselves may
require bracing, or alternative Tor I bracing
should be considered. 3.
Never exceed the design loading shown and never stack
materials on inadequately braced trusses. 4
Provide copies of this truss design to the building designer,
erection supervisor, property owner and all
other interested parties. 5.
Cut members to bear tighty against each other. 6.
Place plates on each face of truss at each joint
and embed fuly. Knots and wane at joint locations
are regulated by ANSIrrPI 1. 7.
Design assumes trusses will be suitably protected from the
environment in accord with ANSIfTPI 1. 8.
Unless otherwise noted, moisture content of lumber shall
not exceed 19% at time of fabrication. 9
Unless expressly noted, this design is not applicable for use
with fire retardant, preservative treated, or green lumber. 10.
Camber is a non-structural consideration and is the responsibility
of truss fabricator General practice Is to camber
for dead load deflection 11
Plate type, size, orientation and location dimensions Indicated
are minimum plating requirements. 12.
Lumber used shall be of the species and size, and in
all respects, equal to or better than that specified.
13.
Top chords must be sheathed or puriins provided at spacing
indicated on design 14
Bottom chords require lateral bracing at 10 ft. spacing, or
less, if noceding is installed, unless otherwise noted. 15
Connections not shown are the responsibility of others 16.
Do not cut or alter truss member or plate without prior approval
of an engineer. 17.
Install and load vertically unless indicated otherwise. 18
Use of greenor treated lumber may pose unacceptable environmental,
health or performance risks. Consult with project
engineer before use. 19
Review all portions of this design (front, back, words and
pictures) before use. Reviewing pictures alone is
not sufficient. 20
Design assumes manufacture in accordance with ANSUTPI
1 Quality Criteria.
4.
CEILING AT 9'- 4"
NOTE: 2nd FLOOR OVER ENTRY
7'-4". ,I 15'-111/2" WALL I, 21'-01/2" ,I, 6'-0" ,I ,I, 5'-8" I, 7'-0" ,I
24"
NOTE: SEE ENGINEERING PROFILES FOR SPECIAL CONNECTIONS AND NAILING SCHEDULES.
FLOOR SPACING 24" O.C. UNLESS OTHERWISE NOTED.
ALL WALLS SHOWN ARE LOAD BEARING AT 9'-4" UNLESS OTHERWISE NOTED.
FIRST FLOOR
APPROVED TRUSS ANCHOR BY BUILDER
BOTTOM =4x2
TOP = 4x2
2x4 ConL Band r—\
TRUSS END DETAIL
APPROVED TRUSS ANCHOR BY BUILDER
PLUMB CUT OVERHANG
HEEL HEIGHT = 2 x 4
BOTTOM = 2 x 4
TOP= 2x4 6.0Pp' /
C "
1 1 12
12"
M-I ICC 17KIM rICTAII
A L 23 - HHUS46 FLR. HGRS
O 1 - HGUS26-3 3-PLY HGR
MID - FLORIDA LUMBER ACQUISITIONS
BARTOW, FLORIDA
ROOF TRUSSES I FLOOR TRUSSES
TOP CHORD Me: 20.0 ITOP CHORD LIU& 40.0
ITOP CHORD DBNU 10.0 I TOP CHORD DMD• 100
BOTTOn CHORD o90: 10.0 IBOTTOf1 am n9B6 5.e
TfOS TRIbT SYSTBI Ff5 8831 OEUi611 UTTFI LOADS 036UIT8D BY IVB fPH
OW MN 42 PSF TOP 00M 0H LOAD FO 30 PSF 8Or10H 00M
OBVI AD 0 MZ FKh Mfdtl M 003%M CRT. 11. W. 8 MM 7-I01
Park2392 - A or C Square Homes
12 " TRAY CLG OPT. HM
Barcelona - A or C
P2392ACT
WA 17-21-171 Bm-
W 4,
rn
12'- 8" 30'- 2" 9'- 6"
9 1/4" ° -
v
7'- 0" 19% 11 1/4" ,I, ,I, ,I, , IYI 9'- s" ,I, 9'- 3" ,I
191/2" 24" 24"
NOTE: SEE ENGINEERING PROFILES FOR SPECIAL CONNECTIONS AND NAILING SCHEDULES.
FLOOR SPACING 24" O.C. UNLESS OTHERWISE NOTED.
ALL WALLS SHOWN ARE LOAD BEARING AT 9'-0" UNLESS OTHERWISE NOTED. SECOND FLOOR
APPROVED TRUSS ANCHOR BY BUILDER
BOTTOM -4x2
TOP = 4z2
2x4 Cont. Band r--\
TRUSS END DETAIL
APPROVED TRUSS ANCHOR BY BUILDER
PLUMB CUT OVERHANG
HEEL HEIGHT = 2 x 4
BOTTOM = 2 x 4
TOP= 2x4 12
6.0 PPP' /
12
lc I
LL2'!
TRUSS END DETAIL
J L 22 - HUS26 1-PLY HGR
O 1 - HGUS26-2 2-PLY HGR
MID - FLORIDA LUMBER ACQUISITIONS
BARTOW, FLORIDA
I ROOF TRUSSES I FLOOR TRUSSES I
10.0
Im
mm SYSm HRS m ORMS WITH LORDS ammT® 9Y I" "
WDaS UM 42 PSF TIP OM On In R0 3.6 PSF BOTTOM OW
On In a M Z FROM HAWN ONHJ)a CHi. It. EDP. a DE 7-101
2392 - A or C IPa k Square Homes
fiffn MGM
TRAY CLG. OPT.
Barcelona - A or C
tot ?o
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
F D
Application No: 1,P "7 5%
Documented Construction Value: S
Job Address: 3gG0 Ni• k
LI
Parcel ID:
Type of Work: New (A' Addition ElAlteration Repair
Description of Work: PlU•rY16at% 0•d illtuj 5C
Plan Review Contact Person:
Phone: Fax:
Historic District: Yes No
Residential W' Commercial
Demo Change of Use Move
Email:
Property Owner Information
Name Phone:
Street:
City, State Zip:
Resident of property? :
Contractor Information
Name ii• Cu"ft l.,c(' %. 4 1 Phone: i '-
Street: ter? 1 S M f Fax• `ib `j '" r 9 .-
City, State Zip: 5.h U mvoi 1 3`i '7 I State License No.:
Name:
Street:
Architect/Engineer Information
Phone:
Fax:
City, St, Zip: E-mail:
Bonding Company:
Address:
Mortgage Lender:
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. 1 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: 5t0 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 ofthe 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.
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida bate
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Sig ature$ on for/AgentD& X ('
6L Liilj Ciro — Print
Contractor/Agent's Name 44%
fill/Illy ofF,
orido t Dal@ •e t;1SSf y F'i, 7F " O
irFF 120955 Contractor/
Agent is _ Personally KnoW.j'Ct* Produced
ID Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction
Type: Total
Sq Ft of Bldg: Occupancy
Use: Min.
Occupancy Load: Flood
Zone: of
Stories: New
Construction: Electric - # of Amps Plumbing - # of Fixtures Fire
Sprinkler Permit: Yes No # of Heads APPROVALS:
ZONING: COMMENTS:
UTILITIES:
ENGINEERING:
FIRE: Fire
Alarm Permit: Yes No WASTE
WATER: BUILDING:
Revised:
June 30, 2015 Permit Application
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Page 3
Application Number . . . . . 18-00003577 Date 11/05/18
Property Address . . . . . . 3960 NIGHT HERON DR
Parcel Number . . 17.20.31.502-0000-0700
Application description . . . NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name . . . . . .
Property Zoning . . . . . . . PUD
Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC.
Additional desc .
Phone Access Code 1085778
Permit pin number 1085778
Required Inspections
Phone Insp
Seq Insp# Code Description Initials Date
10 322 UNPB PLUMBING UNDERGROUND
10-1000 311 PL03 SEWER
20 312 PL04 TUB SET
1000 313 PLOS PLUMBING FINAL
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Application Number . . . . . 18-00003577 Date 11/05/18
Application pin number . . . 602600
Property Address . . . . . . 3960 NIGHT HERON DR
Parcel Number . . 17.20.31.502-0000-0700
Application type description NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name . . . . . .
Property Zoning . . . . . . . PUD
Application valuation . . . . 339201
Application desc
noc on file
Owner Contractor
PARK SQUARE PARK SQUARE HOMES
5200 VINELAND RD STE 100 5200 VINELAND RD SUITE 200
ORLANDO FL 32811 ORLANDO FL 32811
407) 592-4187 (407) 529-3000
Structure Information 000 000 ----------------------
Construction Type . . . . . VB
Occupancy Type . . . . . . RESIDENTIAL USE GROUP
Flood Zone NONE
Other struct info . . . . . ELEC - # AMPS 200.00
PLUMBING FIXTURES 21.00
NUMBER OF STORIES 2.00
SQUARE FOOTAGE 3084.00
Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC.
Additional desc . .
Phone Access Code 1085778
Permit pin number 1085778
Sub Contractor LINSCOTT PLUMBING SERVICES
Permit Fee . . . . 126.00
Issue Date . . . . 11/05/18 Valuation . . . . 0
Expiration Date . . 5/04/19
Qty Unit Charge Per Extension
21.00 6.0000 EA FIXTURES,WATERHEATR,DRAIN,TRAP 126.00
Special Notes and Comments
All projects within the City shall use
WastePro for debris removal. Please
contact WastePro at 407.774.0800.
Normal hours for inspections are from
7:30 through 4:30 Monday through
Thursday. Please be aware you must
contact the Building Official to
schedule a Friday or after hours
inspection. This is required since not
every inspector is licensed to do every
type inspection. Communication is the
key, so please contact the Building
Official if you have any questions at
407.688.5058 or at
dave.aldrichosanfordfl.gov
Other Fees . . . . . . . . . 01-APPLCTN FEE -BUILDING 25.00
O1-APPLCTN FEE -PLUMBING 25.00
O1-BLDG PLAN REVIEW 1245.00
02-CURB CUT/DRIVE - S/F 40.00
O1-FIRE IMP-RS 9-2017 383.81
O1-LIBRARY IMPACT FEE 54.00
O1-PARKS IMP-RS SINGLE 17 1103.95
O1-POLICE IMP-RS 09.1.17 384.82
FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.
NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED.
NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED.
n i
Yr CITY Or SANFORD
BUILDING £, FIRE PREVENTION
r--'• •, `'~ PERMIT APPLICATION
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FORM R405-2017 STATE COPY
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot 070 Barcelona A LHG - E Builder Name:
Street: 3960 Night Heron Drive Permit Office: City of Sanford
City, State, Zip: Sanford, FL, Permit Number:
Owner: Park Square Homes Jurisdiction: 691500
Design Location: FL, Orlando County: Seminole (Florida Climate Zone 2 )
1. New construction or existing New (From Plans) 9. Wall Types (2911.7 sqft.) Insulation Area
2. Single family or multiple family Single-family a. Frame - Wood, Exterior R-11.0 1521.00 ft2
b. Concrete Block - Int Insul, Exterior R=4.1 1185.30 1112
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 205.33 ft2
4. Number of Bedrooms 4 d. N/A R. ft2
5. Is this a worst case? No 10. Ceiling Types (1483.0 sqft.) Insulation Area
a. Under Attic (Vented) R=30.0 1483.00 ft2
6. Conditioned floor area above grade (ft2) 2413 b. N/A R= ft2
Conditioned floor area below grade (ff) 0 c. N/A R. ft211. Ducts R ft2
7. Windows(304.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 482.6
a. U-Factor: Dbl, U=0.55 195.00 ft2
SHGC: SHGC=0.22
b. U-Factor: Dbl, U=0.58 64.00 ft2 12. Cooling systems kBtu/hr Efficiency
SHGC: SHGC=0.25 a. Central Unit 47.0 SEER:16.00
c. U-Factor: Dbl, U=0.54 45.00 ft2
SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency
d. U-Factor: N/A ft2 a. Electric Heat Pump 45.5 HSPF:9.00
SHGC:
Area Weighted Average Overhang Depth: 2.425 ft.
Area Weighted Average SHGC: 0.231 14. Hot water systems
8. Floor Types (2413.0 sqft.) Insulation Area
a. Electric Cap: 50 gallons
a. Slab -On -Grade Edge Insulation R=0.0 1186.00 ft2 b. Conservation features
EF: 0.900
b. Floor Over Other Space R=0.0 930.00 ft2 None
c. other (see details) R. 297.00 112 15. Credits Pstat
Total Proposed Modified Loads: 69.60Glass/Floor Area: 0.126 PASSTotalBaselineLoads: 73.98
I hereby certify that the plans and specifications covered by Review of the plans and SrgT
this calculation are in compliance with the Florida Energy specifications covered by this
t
Code. Digitally signed by Nan
Paukovlc calculation indicates compliance
Bojan Paukovic Date: 2018.08.171M4SAO with the Florida Energy Code.
PREPARED BY: Before construction is completed w
DATE: this building will be inspected for a
compliance with Section 553.908
I hereby certify that this building, as de ' s l pliance Florida Statutes.
with the Florida Ener L'Op WE
OWNER/AG BUILDING OFFICIAL:
DATE: DATE:
Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed in accordance with R403.3.2.1...
Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an
envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2).
Compliance with a proposed duct leakage an requires a Duct Leakage Test Report confirming duct leakage to outdoors,
tested in accordance with ANSI/RESNET/ICC 380, Is not greater than 0.030 On for whole house.
8/17/2018 10:37 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 1 of 5
nPI4Hr- kdW-4WjZDper -
DESCRIPTION AS FURNISHED: `Lot 70, WYNDHAM PRESERVE, as recorded in Plot Book 81, Pages 93
through 102 of the Public Records of Seminole County, Florida.
BOUNDARY FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation);
Winderweedle. Haines, Ward k Woodman. PA; Attorneys' Title
Insurance Fund; Bank of America
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LOT 71 V)
a
REMAINDER OF LOT 6
PALMER•S SU8DINS(0N
PLAT BOOK 2. PACE 41
S 00.18*02" E
60.00'
10' FENCE ESMT.
28.78'
36.11 LOT 70
14.0 %
y <
15.00'
13.00'
FORMBOAROFOUNDA17ON
lOF-TOP OF
FORMRAIAVERAGE
23 42'
25.20' 23.20•
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60.00'
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28.79'
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scra4CKS AS FURNISHED
FRONT - 25'(•)
REAR - 20'
SIDE - 5' (40' LOT)
75- onaLNIGHTHERONDRIVESIOESIRE£
T - 25' (60' Qr 75' LOT) IS' LOT)
c!J. 25' FRONrSf78ACKCKCANBEREDUCED • TO 20'
ON CERTAIN LOTS. NO MORE THAN 50' PRIVATE
R/W) TRACT 1 2) IN
SUCCESSION AT 20' AND A MINIMUM OF (2)
IN SUCCESSION AT 25' PROPOSED - FINSHED
SPOT CRADE ELEVATIONS PER DRAINAGE
PLANS PROPOSED DRAINAGE
FLOW AG LOT GRADINGTYPEAMOOVVPROPOSEDFF.
PER PLANS - 23.4' CRUSENMEYER—SCOTT
ASSOC., INC. — LAND SURVEYORS tIGG1 - LLttM..
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rOL, , A.rl w LAc 5400 E. COLONML DR. ORLANDO, FL 32807 (407)-277-3232 FAX (407)-658-1436 Ir``1rlr. • MQK I/. OONrPtrAG . IN. ?auto[ NVAIYIr A • as, ROI roc . Imn or m.rart nwvAURt M010: 1,
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UNIVERSAL-* UES Project No: 0110.1700817.0000
Workorder No: 9425275-2-..
ENGINEERING SCIENCES Report Date: L12/17/2018
Consultants In: Geotechnical Engineering • Environmental Sciences ,
1z di. Geophysical Services • Construction Materials Testing • Threshold Inspection
Building Inspection • Plan Review • Building Code Administration
L
3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 le- '5rn
In -Place Density Test Report
Park Square HomesClient:
5200 Vineland Road, Suite 200
UESkechnician: Cesar Contreras
Orlando, FL 32811 'Date Tested: 12/17/2018
Project: Wyndham Preserve, House Lot Testing ra L
East Lake M oulevard & Brisson Avenue South, Sanford, Seminole County, FL 32773
Area Tested: Lo 0 (3960 ght Heron Dr) Tyne of Test:
Material: ativ Field: ASTM D-2937 Drive Cylinder Method
Reference Datum: 0 = Bottom of Footing Laboratory: ASTM D1557 Modified Proctor
The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density.
Test
No. Location of Test Range
aximumptimum
Density
per
Moisture
i%i
Field Dry
Density
pcf)
Field
Moisture
Soil
Compaction
Native
Depth
inch)
Pass
or Fail
6 South Footing 0-1 ft 106.8 10.6 104.7 7.7 98 N/A Pas!
7 East Footing 1-2 ft 106.8 10.6 103.3 9.9 97 N/A Pas:
8 North Footing 1-2 ft 106.8 10.6 105.4 8.5 99 N/A Pas:
9 Southwest Come (TOF) 1-2 ft 106.8 10.6 104.2 9.4 98 N/A Pas:
10 Northeast Corner (TOF) 2-3 ft 106.8 10.6 102.2 10.1 96 N/A Pas:
Remarks: " TOF= Top Of Fill
TA ne.InA1:..A n —.4-1 n #n #:nn /n / nl:nn{n li.n O..AI:n nnrl n..r..nh— nil .nnnrin — n..A.n:Nnr/ ne. r.nnl rinnlinl nn —s' ni n..r nl:nn/.. nn.r n..1Anr:+nl:nn
l.er 1
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,
7 -70
151ightyears
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 nth
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
FORM R402-2017
Duct Leakage Test Report
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Jurisdiction: Uty Permit #:
Job Information
Builder: G gyjCommunity: ot:
Address: n/ . Unit:
City: 6ivvf&r State: F-L Zip: 7 Z 7
Duct Leakage Test Results
System 1
cfm25
System 2
cfm25
System 3 cfm25
Sum of any
additional systems cfm25
Total of all
systems cfm25
OPrescriptive Method cfm25 (Total)
To qualify as "substantially leak free" Qn Total must be less than or
equal to 0.04 if air handler unit is installed. If air handler unit is not
installed, Qn Total must be less than or equal to 0.03. This testing
method meets the requirements in accordance with Section R403.3.3.
Is the air handler unit installed during testing? YES (Qa) [:]NO ( ')
ePerformance / ERI Method cfm25 (out or Total)
76 yy/3
To qualify using this method, Qn must not be greater than the
duct leakage Qn Form R405-2017 R406-2017. T= tp Qn proposed specified on or
Total of all Total Conditioned
systems Square Footage Leakage Type specified on Form R405-2017gS'P selected on Form Qn
R405-2017 (Energy Calc) or R406-2017 (Energy Calc) or R406-2017
UPASS FAIL
a u d
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section
553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes.
Testing Company
Company Name: 15 Lightyears, Inc Phone: (855)-438-1515
I hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy
Conservation requirements according to the compliance Ithod selected above.
Signature of Tester: Date of Test:
Printed Name of Tester: Dylan Tindall
License/Certification #: 3766919 Issuing Authority: RESNET
ORM R4O5.4.1-2017
Envelope Leakage Test Report (Blower Door Test)
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
jurisdiction: Ud Y 6 Permit #: G
Job Information
Builder: A4" Community: !? ot: Z 45
Address: 9-elvvh Unit:
City: x. ,Ill a State: & Zip: 2 Z 77
Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ER1 Method
OPRESCRIPTIVE METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air
changes per hour at a pressure of 0.2 inch w.g. (50 pascals) in Climate Zones 1 and 2.
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):
ZZ 60 = Z' _ Method for calculating building volume: X _
CFM(5O) Building Volume ACH(5O) O Retrieved from architectural plans
PASS (Mechanical Ventilation is not required) 42 Code software calculated
PASS (with Mechanical Ventilation) OField measured and calculatedFAIL
R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure or 0.2 inch w.g. (50 Pascals).
Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues, or individuals licensed as set forth in Section
489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and
provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
During testing:
1.Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration
control measures.
2.Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control
measures.
3.Interior doors, if installed at the time of the test, shall be open.
4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
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: (855)-438-1515
1 hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy
Conservation requirements according to the compli ce met d selected above.
Signature of Tester: Date of Test:
Printed Name of Tester: Dylan Tindall
License/Certification #: 3766919 Issuing Authority: RESNET
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Certificate of Achievement
THIS ACKNOWLEDGES THAT
Dylan Tindall
HAS MET THE STANDARD REQUIRED BY RESNET, AS A
CERTIFIED HOME ENERGY RATER
RT IN # 3766919
Certification Date: January 21, 2018
Certification Expires: January 21, 2021
2
Tim Smith,
RESNET Quality Assurance Designee
15 lightyears
RESNET QA Provider # (1998-199)