HomeMy WebLinkAbout3896 Saltmarsh Lp 18-1868COUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100004
BUILDING APPLICATION #: 18-10000440
BUILDING PERMIT NUMBER: 18-10000440
UNIT ADDRESS: SALTMARSH LOOP 3896
TRAFFIC 2ONE-022 JURISDICTION:
SEC: TWP: RNG: SUF:
SUBDIVISION:
PLAT BOOK: PLAT BOOK PAGE:
OWNER NAME:
ADDRESS:
1_'I V(,e
32Y)3,
3 0
DATE: May 07, 2018
17-20-31-502-0000-0320
PARCEL:
BLOCK:
APPLICANT NAME: PARK SQUARE ENTERPRISES
ADDRESS: 5200 VINELAND RD STE 200 ORLANDO
TRACT:
LOT:
FL 32811
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 3896 SALTMARSH LOOP / WYNDHAM PRESERVESFR
FEE BENEFITRATE UNIT CALC UNIT TOTAL DUE TYPEDISTSCHEDRATEUNITSTYPEROADS-
ARTERIALS CO -WIDE ORD Single
Familyy Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single
Family Housing .00 1.000 dwl unit .00 FIRERESCUEN/A LIBRARY
CO -WIDE ORD .00 Single
Family Housingg 54.00 1.000 dwl unit 54.00 SCHQOLSCO -WIDE ORD Single
Family Housing 91000.00 1.000 dwl unit 91000.00 PARKSN/A LAW
ENFORCE N/A .00 DRAINAGE
N/A .00 00
AMOUNT
DUE 9,759.00 PERSONS
ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCEOFABUILDINGPERMIT. U' \
PERSONS
ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TOAPPEALTHECALCULATIONOFANYOFTHEABOVEMENTIONEDIMPACTFEES \ MUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHANn CERTIFICATEOFOCCUPARYOROCCUPANCY. THE REQUEST FOR REVIEW MUST
MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. (Y COPIES
OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, v FROMTHEBUSINESSOFFICE: 1101 EAST FIRST STREET, SANFORDFL, 32771; 407-665-7356. PAYMENT
SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING
DEPARTMENT 1101
EAST FIRST STREET SANFORD,
FL 32771 PAYMENT
SHOULD BE YIOUBEEOHRPNODEETHE COUNTYBULDINGPERMTNMRATTETOLEFTOFTHISSTATMENT. THIS STATEMENT
IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN60CALENDARDAYSFROMTHEDATEABOVE
11111111111111111111111111111111 rill till
Parcel lDNumber: 17-20-31-502-0000-6340 GRANT MALOYP SEMINOLE COUNTY CLERY.
OF CIRCUIT COURT & COMPTROLLER Prepared
By Daphne Clark OK 9153 P9 164 (1P9S) and
Park Square Homes CLERK'
S _014/2018_ 2 •' qRECORDEDQb/14/_i l ia•..b;aQ PM Return
To: 5200 Vineland Road, Suite 200 REC:ONANG FEES $10-00 Orlando,
Fl 32811 RECORDED BY tsn i th NOTICE
OF COMNIENCEMENT. State
of Florida. County
of Seminole. Permit Number: I The
undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida
Statutes, the following information is provided in this Notice of Commencement. 1.
Description of Property: LOT Legal
Description: WYNDHAM PRESERVE, according to the plat thereof, as recorded in Plat Book 81, Page
93Q-102, of the public records of Seminole County, Florida. Address : [
Q / Sanford Fl 32773 2.
General Description of Improvements: New Single Family Home 3.
Owner Information : Name Address
Telephone
4.
Fee Simple Title Holder: 5.
Contractor Name and Address: Name Address
Telephone
6.
Surety: N.A. 7.
Lender: Park
Square Enterprises LLC 5200
Vineland Road, Suite 200, Orlando, Fl 32811 407)
529-3000 N.
A. Park
Square Homes 5200
Vineland Road, Suite 200, Orlando, F132811 407)
529-3000 Name
Fifth Third Bank Address
5050 Kingsley Dr. MD: 1 MOC3J 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 the Lienor's Notice as provided in 713.13(l)(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 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.
IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE
OF COMMENCEMENT. 11.
Date Signed : Signature of Owner's Agent: Z Vishaal
Gupta 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. Notary
Public Daphne
Clarks 3 P`
Mycommissionexpires: 6/27/19 Nt0 - SerialNo. FF209109 Notary Signature: N LOQ
01
J\
GOV CAE
6
hate
49 N
itCITY
Of
S FORD
FIRE DEPARTMENT
5 Building & Fire Prevention Division
PERMIT APPLICATION
Application No: l 0 — I ns
Documented Construction Value: S 17?73 16tA.""
Ma1 Sh
Job Address: SG%6 CX /0/0 Historic District: Yes Noa
Parcel ID: 17-20-31-502-0000- 032 () r
ResidentialWICommercial Type
of Work: New Addition Alteration Repair Demo Change of Use Move Description
of Work: NEW SINGLE FAMILY HOME WYNDHAM
PRESERVE LOT # Plan
Review Contact Person: Daphne Clark Title: Phone:
407-257-6940 Fax: Email: Parksquare@PermitsPermitsPermits.com Property
Owner Information Name
Park Square Enterprises LLC Phone: Street:
5200 Vineland Rd STE 100 Resident of property? City,
State Zip: Orlando FL 32811 Contractor
Information Name
VISHAAL S GUPTA - PARK SQUARE HOMES Street:
5200 Vineland Rd STE 100 City,
State Zip: Orlando FL 32811 Phone:
407-5293100 Fax:
State
License No.: CRC1330351 Arch
itect/E ng 1 neer Information Name:
Phone: Street:
City,
St, Zip: Bonding
Company: N/A Address:
Fax:
E-
mail: Mortgage
Lender: Address:
N/
A WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced
prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in
this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces,
boilers, beaters, tanks, and air conditioners, etc. FBC
1053 Shall be inscribed with the date of application and the code in effect as of that date: 61° Edition (2017) Florida Building Code CONTACT' • •
Daphne
Clark Revised:
January I, 2018 407-257-6940 Permit Application pephne®
PermitsPermitsPermit6,6GM
44
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
lY
Signature of er/Agent to Signature of Contractor/Agent to
VISHAAL S GUPT VISHAAL S GUPTA
Print Owner/Agent's N e Print Contractor/ me
Signature of No to of Florida Elite Signature of Notary -State of Florida Date
MY C01Ai11 * * MY COMMISSION # FF 209108
EXPIRES: June 27, 2019 EXPIRES: June 27, 2019
g,
a a0 awm Ra 9tq#et fifty s me >ta << 8MW TMu &0t NaWy Str*w
Owner/Agent is YES Personally Known to Me or Contractor/Agent is YES Personally Known to Me or
Produced ID N/A Type of ID Produced ID N/A Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building ® Electrical a Mechanical [ Plumbing®, Gas Roof El
Construction Type: Occupancy Use: 9-3 Flood Zone: X-5 CE
T AoTivv
Total Sq Ft of Bldg: -, o$ Min. Occupancy Load: tC, # of Stories: 2-
New Construction: Electric - # of Amps SoQ Plumbing - # of Fixtures 22
Fire Sprinkler Permit: Yes No EW # of Heads Fire Alarm Permit: Yes No [
APPROVALS: ZONING: UTILITIES: WASTE WATER:
ENGINEERING: o4Te- 4 -W -IS FIRE:
COMMENTS: _ Ok to construct single family home
with setbacks and impervious area
shown on plan. 52.0 `/" r^^P-
23g2 bo-,rcelo.no.- A. Grp -
BUILDING: 5F -7- 2.1 S
Revised: January I, 2018 Permit Application
A12011b., .
FIRE DEPARTMENT
Building & Fire Prevention Division
PERMIT APPLICATION
Application No:
ma
Documented Construction Value: S
Job Address:97VHistoric District: Yes Now]
Parcel ID: 17-20-31-502-0000- 032-0 Residentialw] Commercial
Type of Work: New Addition Alteration Repair Demo[] Change of Use Move
Description of Work: NEW SINGLE FAMILY HOME
WYNDHAM PRESERVE LOT #
Plan Review Contact Person: Daphne Clark Title:
Phone: 407-257-6940 Fax: Email: Parksquare@PermitsPermitsPermits.com
Property Owner Information
Name Park Square Enterprises LLC Phone:
Street: 5200 Vineland Rd STE 100 Resident of property?
City, State Zip: Orlando FL 32811
Contractor Information
Name VISHAAL S GUPTA - PARK SQUARE HOMES
Street: 5200 Vineland Rd STE 100
City, State Zip: Orlando FL 32811
Phone: 407-5293100
Fax:
State License No.: CRC1330351
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip:
Bonding Company: N/A
Address:
E-mail:
Mortgage Lender:
Address:
N/A
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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 61° Edition (2017) Florida Building Code
CONTACT' • t
Daphne Clark
Revised: January 1, 2018 407-257-6940 Permit Application
r)aphne@PermitsPermitsPermit6ACM
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
lY
Signature of er/Agent to Signature of Contractor/Agent bate
VISHAAL S GUPT VISHAAL S GUPTA
Print Owner/Agent's N e PrintContractor/ me
Signature of No to of Florida DAtc Signature of Notary -State of Florida Date
My COMMISSION I FF 209108 * * MY COMMISSION / FF 209108
EXPIRES: June 27, 2019 EXPIRES: June 27, 2019
i {N1M thto BadOtt tia" her"
or a 8W*l ft 6W28t NdWy f r*6
fora
Owner/Agent is YES Personally Known to Me or Contractor/Agent is YES Personally Known to Me or
Produced ID N/A Type of ID 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 Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING:
COMMENTS:
UTILITIES: 7X 4"—Lr WASTE WATER:
FIRE: BUILDING:
Revised: January 1, 2018 Permit Application
P187o0,-* City of Sanford
Planning and Development Services
Engineering — Floodplain Management
Flood Zone Determination Request Form
Name: Michelle Parkison Firm: Park Square Homes
Address: 5200 Vineland Road, Suite 200
City: Orlando State: FL Zip Code: 32811
Phone: 407-529-3135 Fax: Email: mparkison@parksquarehomes.com
Property Address: 3896 Saltmarsh Loop
Property Owner: Park Square Enterprises, LLC
Parcel identification Number: 17-20-31-502-0000-0320
Phone Number: 407-529-3000 Email:
The reason for the flood plain determination is:
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)
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 W, the best available information used to
determine the base flood elevation is:
BP# 18-1868
Reviewed by: Michael Cash, CFM Date: April 30, 2018
CITY OF
S ORD
PLANNING & DEVELOPMENT
SERVICES DEPARTMENT
Application for Right -of -Way
Utilization Permit
300 North Park Avenue, Sanford, Florida 32771
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:
Q Aerial Installation
Underground Utilities
Small Cell/Wireless
Q Other (describe):
Y Mrdry
Directional Bore Jack & Bore
71 Roadway open cut -single lane Q Roadway open cut —multilane
Co -location New pole
Brief Description of work: DRIVEWAY FOR NEW SINGLE FAMILY HOME
WYNDHAM PRESERVE LOT #
Schedule of Work: Start Date: Completion Date:
Emergency Repairs - Reason:
Excavation Information: Total Length (Feet) # Open Roadway Cuts:
Aerial Info: Length (Feet) # of Poles (Existing) (New)
This Application is submitted b .
Signature: Print Name: VISHAAL S GUPTA
Firm/Company: VISHAAL S GUPTA - PARK SQUARE HOMES Date:
Address: 5200 Vineland Rd., STE 100, Orlando FL 32811
Phone: 407-257-6940 Fax: Email: Parksquare@PermitsPermitsPermits.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: michael.cashcesanfordfl.Rov
I have read and unfi&(p Ae_above statement and by signing this application 19greiyto its terms.
Signature:
Application No: Fee:
Reviewed:
Public Works
Utilities
Engineering
Inspected By:
Conditions*:
Date:
Date:
Date:
Date:
Date: .4 -30 - ZO 19
Date:
SCPA Parcel View: 17-20-31-502-0000-0320 http://parceidetai i.scpafl.orgIParcei Detai l info.aspx?PI D=1720315020...
OA.
T--- -
I i
site
Property Record Card
P Parcel: 17-20-31-502-0000-0320
eowaaoou m aa cn Property Address: 3898 SALTWATER LOOP SANFORD. FL 32773
t-- -- - --- - - --
Parcel Information Value Summary
Parcel 17-20.31-502-0000-0320- - --- -- - - I 2018 Working 2017 Certified
I - -- ---- --- - -- ----- -- --- --- -- --- - -- - Owner BRISSON INV LLC I I -
Values Values
y I Valuation Method Cost/Market Cost/Market
Property Address 3896 SALTWATER LOOP SANFORD. FL 32773
Number of Buildings 0 0
Mailing 27 N SUMMERLIN AVE ORLANDO, FL 32801
Depreciated Bldg Value
Subdivision Name WYNDHAM PRESERVERVE -
Depreciated EXFT Value
Tax District S1-SANFORD I
F----- -- - ------------------------ Land Value (Market) $45.000 $14,000
i DOR Use Code 00-VACANT RESIDENTIAL
Lend Value Ag I
Exemptions -- -- - - -- - --- - - j Just/MarketValue" $0,000 $14.000
v 35.57 40 40 40 40 40
T-
29 30 31 2 33 34 35
16
0
J J J
J
0 v y
Nr
4 1•23 40.01 40 40.30 1723.121 40 40
60 W Seminole County GIS5.7
Portability Adj I
Save Our Homes Adj s0 s0 '
Amendment 1 Adj s0 s0
P&G Ad] s0 s0
Assessed Value $45.000 $14.000
Tax Amount without SON: $266.00
2017 Tax Bill Amount $266.00
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments - -
Legal Description
I LOT 32
i WYNDHAM PRESERVE
PB 81 PGS 93.102
Taxes
I Taxing Authority
i
Assessment Value Exempt Values Taxable Value
County General Fund s45,000 s0 S45,000
i
Schools 45.000 so 45.000
City Sanford 45.000 0 s45,000
SJWM(Seint Johns Water Management) 45,000 s0 45.000
I County Bonds 45,000 0 46,000
1------- - _-- - . -
Sales
DeewAption Date Book Page Amount Qualified VacJlmp
Find Comparable Sales ,
Land
Method Frontage
LOT
Building Information
Permits
j Permit p
I of 2
Description
No Sales
Depth l Units I Unify Price I Land Value
1 $45.000.00
Agency I Amount I CO Date I Permit Date
I I
45.000J
3/28/2018, 6:43 PM
LIMITED POWER OF ATTORNEY
DATE: /If//g
I HEREBY NAME AND APPOINT:
Alison Pemottl, Anthony Perrottl, Janey Jahner, Allan Johner, Gustav Botes, KarenMcmams.
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:
SUBDIVISION: 41mo1Q m Awar c
ADDRESS: ?j 6 Sal6mor"sh 4010
PARCEL ID:
AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY
TO THIS APPOINTMENT.
VISHAAL S GUPTA
NAME OF CONTRACTOR.)
SIGNATURE OF CONTRACT(R)
STATE CERT. # CRC1330351
CONTRACTOR'S STATE REGISTRATION NUMBER.)
The foregoing irx fnanent
MSGUOTA
betore me this
DATE:
BY: VISH Who is personalty known to me and did not take an oath.
STATE OF FLORIDA
COUNTY OF ORANGE.
ou y
NAME: DA.Clark
My Commisson # FF209108
My Commission Expires 07I19NOTARY- 49GNA OF NOTARY, O
p ` •
per,. .
7# 0A?a
SCPA Parcel View: 17-20-31-502-0000-0320 http://parceldetail.scpafl.orgIParceiDetailinfo.aspx?PID=1720315020...
i
Property Record Card
Parcel: 17-20-31-502-0000-0320
Property Address: 3896 SALTWATER LOOP SANFORD, FL 32773
Parcel Information Value Summary
Parcel 117-20-31-502-0000-0320 -- --- -- - -
Owner(s)I ARK SQUARE ENTERPRISES LLC --
i I Property Address 3896 SAL R LOOP SANFORD. FL 32773
Mailing 5200 VINELAND RO STE 100 ORLANDO. FL 32811_7658 —
Subdivision Name WYNDHAM PRESERVE
Tax District i S1-SANFORD i
DOR Use Code 00-VACANT RESIDENTIAL I 1
Exemptions
35 5 40 40 40 40 40CNI
29 30 3'
J J
Q
O
J
41.23 40.01 40
60
2 33 34 35
L J J
iD v --4 ti
N
40.30 1723.121 40 40
t-57— Seminole County GISa
2018 Working
Values
2017 Certifier
Values
Valuation Method Cost/Market Cosf/Market
Number of Buildings 0 0
Depreciated Bldg Value
Depreciated EXFT Value
Land Value (Market) 45.000 14.000
Land Value Ag
Just/Market Value " 45.000 14.000
Portability Adj
Save Our Homes Adj s0 s0
Amendment 1 Adj 0 s0
P&G Adj s0 0
Assessed Value 45.000 14.000
Tax Amount without SOH: $266.00
Zmt7 Tex Bill Amount $266.00
Tax Estimator
Save Our Homes Savings: $0.00
I
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOT 32 i
WYNDHAM PRESERVE I
P881 PGS23-102-- --- - --- ---- ---- -- - _.-- -
Taxes
Taxing Authority - — Assessment Value Exempt Values Taxable Value
County General Fund
Schools
45,000
45.000
s0
s0
45,000
45.000
City Sanford 45.000 s0 45.000
SJWM(Saint Johns Water Management) 45.000 0 45.000
County Bonds 45.000 0 45,000
Sales
Oesaiption -- -- Date — - Book — Page Amount QualfiedIVadlmp
SPECIAL WARRANTY DEED 3/1R018 Q;))}; 49$1 $1.128.000 Yes Vacant
Find Comparable Sales ,
Land
Aethod Frontage Depth Units Units Price Lend Value
OT 1 $45.000.00 $45.001
L
Building Information- -- ----- ---- - ----- -------- --- --- - -- — _-
Permits
Permit p Description Agency Amount CO Oate Permit Date
No Permits 1 !
1 of 2 4/17/2018, 6:15 PM
REQUERED INSPECTION SEQUENCE
PARK SQUARE HOMES SFR-DETACHED
parmit 0
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:
T P.L
Min Max Inspection Description
10 Underground Electric
10 Footer / Slab Steel Bond
20 30 Temporary Underground Power (TUG)
30 Electric Rough
1000 Electric Final
Inspection DesedptionFur- .
Plumbjuiz Undenjound
Plumbing Tubset
RIME Plumbing Sewer
Plumbing Final
Min Max Inspection Description
10 Mechanical Rough
1000 Mechanical Final
LEE
REVISED: June 2014
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot 032 Barcelona A RHG Bed4 - N Builder Name: One Stop Cooling and Heating
Street: 3896 Saltwater nr o- Jt a h 100p Permit Office: City of Sanford
City, State, zip: Sanford , FL,
Owner: Park Square Homes
Permit Number: p q ^
Jurisdiction: 5 v 1 aDesignnk Location: FL, Orlando County:: Seminole (Florida Climate zone 2)
c
1. New construction or existing New (From Plans) 9. Wall Types (2920.7 sqft.) Insulation
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior R=11.0 1530.00 ft2
b. Concrete Block - Int Insul, Exterior R=4.1 1185.30 ft2
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= fill
10. Ceiling Types (1487.0 sqft.) Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R-30.0 1487.00 ft2
6. Conditioned floor area above grade (ft2) 2413 b. N/A R. fill
Conditioned floor area below grade (ft2) 0
c. N/A R= f12
11. Ducts R fill
7. Windows(286.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 482.6
a. U-Factor: MI. U=0.55 165.00 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 57.00 ft2
SHGC: SHGC-0.25 13. Heating systems kBtu/hr Efficiency
d. U-Factor: N/A fill a. Electric Heat Pump 45.5 HSPF:9.00
SHGC:
Area Weighted Average Overhang Depth: 2.515 ft.
Area Weighted Average SHGC: 0.233 14. Hot water systems
a. Electric Cap: 50 gallonsEF: 8. Floor Types (2413.0 sqft.) Insulation Area 0.900
a. Slab -On -Grade Edge Insulation R=0.0 1186.00 ft2 b. Conservation features
b. Floor Over Other Space R-0.0 926.00 fill None
c. other (see details) R= 301.00 ft2 15. Credits Pstat
Glass/Floor Area: 0.119
Total Proposed Modified Loads: 71.26 PASSTotalBaselineLoads: 73.54
I hereby certify that the plans and specifications covered by Review of the plans and gtiE Sr'?'
this calculation are in compliance with the Florida Energy specifications covered by this r 0,
Code. Digit signed by Rafael
Rafael Izquierdo
Digit
rdc
calculation indicates compliance
Date:2018.04.10 14:26:47.04'00' with the Florida Energy Code. N,,,,i •':.• O4 •.:.. , 1l
PREPARED BY: Before construction is completed
DATE: this building will be inspected for
compliance with Section 553.908
I hereby certify that this building, as desig d, is in compliance Florida Statutes.
with the Florida Energy Code. 00 WE
OWNER/4 BUILDING OFFICIAL:
DATE: DATE:
f
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.
4/10/2018 2:24 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5
FORM R405-2017
PROJECT
Title: Lot 032 Barcelona A RHG Be Bedrooms: 4 Address Type: Lot Information
Building Type: User Conditioned Area: 2413 Lot # 32
Owner Name: Park Square Homes Total Stories: 2 Block/Subdivision: WP
of Units: 1 Worst Case: No PlalBook:
Builder Name: One Stop Cooling and Heatin Rotate Angle: 0 Street: 3896 Saltwater Loop
Permit Office: City of Sanford Cross Ventilation: No County: Seminole
Jurisdiction: 691500 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 InfiIID 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 ---- ---- 134 ff2 11 0.29 0 0.71
2 Floor over Garage 2nd Floor ---- ---- 167 ft2 11 0.29 0 0.71
3 Slab -On -Grade Edge Insulatio 1 st Floor 127 It 0 1186 ft2 0.29 0 0.71
4 Floor Over Other Space 2nd Floor ---- ---- 926 ft2 0 0.29 0 0.71
ROOF
Roof Gable Roof Solar SA Emilt Emilt Deck Pitch
Type Materials Area Area Color Absor. Tested Tested Insul. deg)
1 Hip Composition shingles 1663 ft2 0 f12 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 1487 ft2 N N
4/10/2018 2:24 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5
FORM R405-2017
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Under Attic (Vented) 1 st Floor 30 Blown 1487 f12 0.1 Wood
WALLS
Adjacent
Space Cavity Width Height Sheathing Framing Solar Below
1 N Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270.0 ft2 0 0.25 0.8 0
2 N Exterior Concrete Block - Int Insul 1st Floor 4.1 8 0 9 4 74.7 ft2 0 0 0.8 0
3 E Exterior Frame - Wood 2nd Floor 11 55 0 9 0 495.0 f12 0 0.25 0.8 0
4 E Exterior Concrete Block - Int Insul 1st Floor 4.1 44 6 9 4 415.3 112 0 0 0.8 0
5 S Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270.0 ft2 0 0.25 0.8 0
6 S Exterior Concrete Block - Int Insul 1st Floor 4.1 30 0 9 4 280.0 ft2 0 0 0.8 0
7 W Exterior Frame - Wood 2nd Floor 11 55 0 9 0 495.0 ft2 0 0.25 0.8 0
8 W Exterior Concrete Block - Int Insul 1 st Floor 4.1 44 6 9 4 415.3 ft2 0 0 0.8 0
9 Garage Frame - Wood 1 st 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 N Insulated 1 st Floor None 39 3 8 24 ft2
2 Wood 1st Floor None 39 2 8 8 21.3 f12
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall Overhang
v Ornt • ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening
1 n 1 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 it 0 in 1 It 2 in Drapes/blinds None
2 n 1 Metal Low-E Double Yes 0.54 0.25 N 4.0 f12 1 it 0 in 1 it 2 in Drapes/blinds None
3 n 1 Metal Low-E Double Yes 0.54 0.25 N 12.0 ft2 1 it 0 in 1 it 2 in Drapes/blinds None
4 e 3 Metal Low-E Double Yes 0.55 0.22 N 15.0 f12 1 it 0 in 1 ft 2 in Drapes/blinds None
5 e 3 Metal Low-E Double Yes 0.54 0.25 N 6.0 ft2 1 it 0 in 1 it 2 in Drapes/blinds None
6 e 3 Metal Low-E Double Yes 0.54 0.25 N 15.0 ft2 1 It 0 in 1 it 2 In Drapes/blinds None
7 e 4 Metal Low-E Double Yes 0.55 0.22 N 15.0 1112 1 It 0 in 12 it 0 in Drapes/blinds None
8 e 4 Metal Low-E Double Yes 0.54 0.25 N 4.0 f12 8 it 0 in 1 It 4 in Drapes/blinds None
9 s 5 Metal low-E Double Yes 0.55 0.22 N 30.0 ft2 1 it 0 in 1 It 2 in Drapes/blinds None
10 s 6 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 1 It 0 in 1 It 4 in Drapes/blinds None
11 s 6 Metal Low-E Double Yes 0.58 0.25 N 64.0 ft2 7 It 4 in 1 fl 4 in None None
12 w 7 Metal Low-E Double Yes 0.55 0.22 N 15.0 f12 1 it 0 in 1 It 2 in Drapes/blinds None
13 W 7 Metal Low-E Double Yes 0.54 0.25 N 12.0 f12 1 it 0 in 1 it 2 in Drapes/blinds None
14 w 8 Metal Low-E Double Yes 0.55 0.22 N 45.0 f12 1 it 0 in 12 it 0 in Drapes/blinds None
15 W 8 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 it 0 in 12 It in Drapes/blinds None
4/10/2018 2:24 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5
FORM R405-2017
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 455 ft2 455 ft2 64 ft 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 .3657 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 kStu/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
Cart # Company Name
Collector Storage
System Model # Collector Model # Area Volume FEF
None None ft2
DUCTS
V #
Supply ----
Location R-Value Area
Return ---- Air CFM 25 CFM25 HVAC #
Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool
1 Attic 6 482.6 ft Attic 120.65 Prop. Leak Free 2nd Floor --- cfm 72.4 cfm 0.03 0.50 1 1
4/10/2018 2:24 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5
FORM R405-2017
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
Coolin jj jjjj Jan jj Feb j Mar r( I A r Ma Xj Jun jXj Jul Au Se Oct Nov Dec
Heating [Xj Jan jXj Feb Mar j Apr I MayI Jun j) Jul 11 Au9 Sep Oct Nov Dec
Venlin [ I Jan J Feb Mar l Xj A r May [ Jun Jul Au Se 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
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
4/10/2018 2:24 PM EnergyGauga® USA - FlaRes2017 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: 3896 Saltwater Loop Permit Number:
Sanford , FL.
MANDATORY REQUIREMENTS See individual code sections for full details.
SECTION R401 GENERAL
R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD.
R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.4.1 through R402.4.5.
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402.5.
R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing
methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance
with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required
by the code official, an approved third party shall inspect all components and verify compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either
individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or
an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended
weatherstripping or other infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond
intended infiltration control measures.
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where
using light -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 leakage.Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per
square foot (1.5 Us/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.
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MANDATORY REQUIREMENTS - (Continued)
R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to
open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or
enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements
of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be
fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it
passes through conditioned space to a minimum of R-8.
Exceptions:
Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential.
R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2.0 cfm (0.944 Vs) 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.
SECTION R403 SYSTEMS
R403.1 Controls.
R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section
C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct lightness 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 554F (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 Ihermosiphon circulation systems shall be prohibited.
Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the
occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and
when there is no demand for hot water.
R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems
shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance
with the times when heated water is used in the occupancy.
4/10/2018 2:25 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 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 efflclencles (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 60°C).
R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to
electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of
combustion types of service water -heating systems to be fumed off.
R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate
water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1.
R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar
water -heating systems should meet the following criteria:
Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and
Be installed at an orientation within 45 degrees of true south.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating.
R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor.
R403.6.2 Ventilation air. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
1. The design air change per hour minimums for residential buildings in ASHRAE 62.2. Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
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.
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 toads calculated in accordance with ACCA Manual J or other approved healing 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/walt Any
For SI: 1 cfm - 28.3 Umin. a. When tested in accordance with HVI Standard 916
4/10/2018 2:25 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less
than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's
expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb
temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded
performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature.
Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
2.
When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of
equipment may be sized in accordance with good design practice.
R403.7.1.2 Heating equipment capacity.
R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section
R403.7.1.1, 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 all -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal
efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool
heaters fired by natural or LP gas shall not have continuously burning pilot lights.
4/10/2018 2:25 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5
R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
R403.11 Portable spas (Mandator%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.
4/10/2018 2:25 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5
FORM R405-2017
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 97
The lower the EnergyPerformance Index, the more efficient the home.
1. New construction or existing
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
S. Is this a worst case?
6. Conditioned floor area (ft2
7. Windows" Description
a. U-Factor: Dbl, U=0.55
SHGC: SHGC=0.22
b. U-Factor: Dbl, U=0.58
SHGC: SHGC=0.25
c. U-Factor: Dbl, U-0.54
SHGC: SHGC=0.25
d. U-Factor: N/A
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
3896 Saltwater Loop, Sanford, FL,
New (From Plans) 9. Wall Types
Single-family
a. Frame - Wood, Exterior
b. Concrete Block - Int Insul, Exterior
1 c. Frame - Wood, Adjacent
4 d. N/A
10. Ceiling TypesNoa. Under Attic (Vented)
2413 b. N/A
Area
c. N/A
165.00 ft2
11. Ducts
a. Sup: Attic, Ret: Attic, AH: 2nd Floor
64.00 ft2
12. Cooling systems
57.00 ft2 a. Central Unit
8. Floor Types Insulation
a. Slab -On -Grade Edge Insulation R=0.0
b. Floor Over Other Space R=0.0
c. other (see details) R=
ft2
13. Heating systems
a. Electric Heat Pump
2.515 ft.
0.233
Area 14. Hot water systems
1186.00 ft2 a. Electric
926.00 ft2
b. Conservation features
301.00 ft2
None
15. Credits
Insulation Area
R=11.0 1530.00 ft2
R=4.1 1185.30 112
R=11.0 205.33 ft2
R= ft2
Insulation Area
R=30.0 1487.00 ft2
R= ft2
R. ft2
R ft2
6 482.6
kBtu/hr Efficiency
47.0 SEER:16.00
kBtu/hr Efficiency
45.5 HSPF:9.00
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. a ise, a new EPL Display Card will be completed yea
based on installed Code compliW es. r.
Builder Signature:
Address of New Home 6
Date
Cap: 50 gallons
EF: 0.9
Pstat
0qHE STq
City/FL Zip: #f
1A&
Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at
techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of
certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building
Commission's support staff.
Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
4/10/2018 2:25 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 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 032 Barcelona A RHG Bed4 - N Builder Name: One Stop Cooling and Heating
Street: 3896 Saltwater Loop Permit Office: City of Sanford
City, Slate, Zip: Sanford , FL , Permit Number:
Owner: Park Square Homes Jurisdiction: 691500
Design Location: FL, Orlando
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall
requirements
The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material.
Breaks or joints in the air barrier shall be sealed.
Ceiling/attic
The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit
the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attics aces shall be sealed.
Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls
The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with
sealed. a material having a thermal resistance of R-3 per inch
Knee walls shall be sealed. minimum.
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/door jambs and framing, and
and doors skylights and framing shall be sealed.
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated.
Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to
including insulation. maintain permanent contact with the underside of
above -garage subtloor decking, or floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
floors) of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls
Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
Narrow cavities cavities shall be filled by insulation that on
installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spac as.
Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building
shall be sealed to the drywall. thermal envelope shall be air tight and IC rated.
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring
and plumbing in exterior 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.
4/10/2018 2:25 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
e Project Summarywrightsolt• 1 '7
Entire House
Job:
Date:
By.
Lot 032 Barcelona ARHG ...
10/1712017 LF/MC One
Stop Cooling
and Heating 7225 Sardsoove Gout,
Wirter Park FL 32792 Phore: (407) 629.6920 Fax: (407) 629. 9307 Web: www.OreSlopCoolirg oom Licerse: CAC032444 Pro'ect Information
For: Park Square
Homes 3896 Saltwater Loop,
Sanford, FL Notes: Weather: Orlando
Intl
AP, FL, US Winter Design Conditions
Summer Design Conditions Outside db 42
OF Outside db 92 OF Inside db 68
OF Inside db 74 OF Design TD 26
OF Design TD 18 OF Daily range M
Relative humidity 50
Moisture difference 49
grAb Heating Summary Sensible
Cooling Equipment Load Sizing Structure 22406 Btuh
Structure 20965 Btuh Ducts 3412 Btuh
Ducts 9815 Btuh Central vent (0
cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification
0 Btuh
Blower 0 Btuh Equipment load 25818
Btuh Use manufacturer's data n Rate/swin multiplier
0.97 Infiltration Equipment sensible
load 29980 Btuh Method Simplified Latent
Cooling Equipment Load Sizing Construction quality Average
Fireplaces 0 Structure
3644 Btuh Ducts 2057 Btuh
Central vent (0
cfm) 0 Btuh Heating Cooling(none)
ft Area ( ) 2502
2502Equipment latent load 5700 Btuh Volume (ft3) 22876
22876 Air changesihour 0.
41 0.21 Equipment Total Load (Sen+Lat) 35680 Btuh Equiv. AVF (cfm)
156 80 Req. total capacity at 0.75 SHR 3.3 ton Heating Equipment Summary
Cooling Equipment Summary Make Trane Make
Trane Trade TRANE Trade
TRANE Model 4TWR6048H1 Cond
4TWR6048H1 AHRI ref 7563627
Coil TEM6AOD48H41++TDR AHRI ref 7563627
Efficiency 9 HSPF
Efficiency 13.0 EER,16 SEER Heating input Sensible
cooling 35250 Btuh Heating output 45500
Btuh @ 470F Latent cooling 11750 Btuh Temperature rise 0
OF Total cooling 47000 Btuh Actual air flow
0 cfm Actual air flow 1567 cfm Air flow factor
0 cfm/Btuh Air flow factor 0.051 drn/Btuh Static pressure 0.
50 in H2O Static pressure 0.50 in H2O Space thermostat Load
sensible heat ratio 0.84 Capacity balance point =
27 OF Calculations approved by
ACCA to meet all requirements of Manual J 8th Ed. PW wrlghtsoft- 2018-
Apr-1014:1058 Righ-Sute®Uriversa12018
18.0.11 RSU16202 Page 1 d EPL Templot
032 BarceloreA RHG Bed4 - N.np Cale a M18 Fina Ooor faces: N
wrightsoft• Right-J® Worksheet
Entire House
One Stop Cooling and Heating
7225 Sandsmve Coot, Wirier Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629. 9307 Web: ~..OreStopCoolirgmm License: CAG032444
Job: Lot 032 Barcelona ARHG Bed..
Date: 10/17/2017
By. LF/MC
1 Room name Entlre House FOY
2 Exposed wall 297.0 It 17.0 A
3 Room height 9.1 It d 93 It heat/000l
4 Room dmerlsions 1.0 x 160.8 0
5 Room area 25023 fF 160.8 fF
Ty Constructon U-value Or HTM Area (IF) Load Area (fF) Load
number BnrhAF-°n BI1hAF) or perimeter (11) BIA1) or perimeter (11) Btuh)
Heat Cool Gross WPIS Heat Cod Gross WP/S Heat Cod
6 12B-Osw
4A5.20m
485.21m
0.097
0550
0.540
n
n
n
253
1435
14D9
2,82
13AI
13.67
270
15
4
239
0
0
605
215
56
673
201
55
0
0
0
0
0
0
0
0
0
0
0
0
ll
480-2fin
13A-40cs
0.540
0.143
n
n
14.09
3.73
13.67
2.90
12
74
0
50
169
188
164
146
0
74
0
50
0
188
0
146
11D0
128.09w
4A52om
03M
0.097
0550
n
a
a
10.18
2.53
1435
1227
2,82
27.44
24
495
15
24
459
0
244
1162
215
294
1293
412
24
0
0
24
0
0
244
0
0
294
0
0
4B5.2fm
465-2frn
0540
OS40
a
a
14.09
14.09
29.62
29.62
6
15
0
0
85
211
178
444
0
0
0
0
0
0
0
0
l 13A-40cs
4A5-tom
4135.21m
0.143
OS50
0.540
a
a
a
3.73
14.35
14.09
2.90
27.44
13.67
414
15
4
395
0
4
1474
215
56
1143
412
55
84
15
0
69
0
0
256
215
0
199
412
0
I--C
1ql
C
128.09w
4A5.2om
0.097
0.550
s
s
2.53
1435
2,82
13.58
270
30
240
25
608
431
676
408
0
0
0
0
0
0
0
0
yl 13A-4005
4A5.2om
4A5.20md
0.143
OS50
0.580
s
s
s
3.73
1435
15.14
2.90
13.61
15.90
279
30
64
185
25
64
690
431
969
536
408
1018
0
0
0
0
0
0
0
0
0
0
0
0
I--C
1 1
I::4G
128.09w
4A5-2orn
485.2tm
0.097
0.550
0.540
w
w
w
2.53
1435
14.09
2,82
27.44
29.62
495
15
12
468
0
0
1185
215
169
1319
412
355
0
0
0
0
0
0
0
0
0
0
0
0
1ql
C
13A-4ors
4A5.2om
0.143
O.5w
w
w
3.73
1435
2.90
27.44
414
45
365
0
1362
646
1057
1235
0
0
0
0
0
0
0
0
1L;
q
485-2hn
12C-Osw
O.540
0.091
w 14.09
238
29.62
151
4
205
0
183
56
435
118
276
0
0
0
0
0
0
0
0
1-D 11 DO 0390 n 10.18 1227 21 21 217 262 0 0 0 0
C 16B-30ad 0.032 0.84 1.76 1491 1491 1245 2621 0 0 0 0
F 19A-0b9cp 0295 2.89 2.04 136 136 393 277 0 0 0 0
F 19C•190901) 0.049 0.44 031 168 168 74 52 0 0 0 0
F 22A-cpm 1.180 30.80 0.00 1187 127 3911 0 161 17 524 0
6 c) AED excursion 0 30
Envelope losslgain 17935 16501 1428 1080
12 a) Infiltrafion 4471 1614 261 94
b) Room venfilation 0 0 0 0
13 Internal gains Omipants@ 230 5 1150 0 0
Appliaroesb7ler 1700 0
Subtotal (lines 6lo 13) 22406 20965 1688 1175
LesseAemalload 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 1688 1175
14 Subtotal 22406 20965 0 0
15 Duct loads 15% 47% 3412 gals 161/6 53% 0 0
Total room load 25818 307110 0 0
Air required (dm) 0 1567 1 1 0 0
Calculabons approved by ACCA to meet all requirements of Manual J 8th Ed.
P}rr wrrlghtaoft- 2018-Apr-1014:1058
Righi-&AeOUniversal 2018 18.0.11 RSU16202 Page I d
EPL Templot 032 Barcelona A RHG Bed4 - N.np Cale - M18 Frort Door faces: N
wrightsoft• Right-J® Worksheet
Entire House
One Stop Cooling and Heating
7225 Sardsmve Coot, W irter Park. FL 32792 Ptore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OreStopCoolirg.mm License: CAC032444
Job: Lot 032 Barcelona ARHG Bed...
Date: 10/17/2017
By. LF/MC
1 Room name LOFT DW
2 Enmed well 16.0 ft 33.0 It
3 Room height 9.0 It heatdmol 93 It heaUmol
4
5
Room dimensions
Room area
1.0 x 283.5 It
283.5 IF
1.0 x 159.0 It
159.0 IF
Ty Construction U-value Or HTM Area (fF) Load Area (M Load
number or perimeter (ft) BWh) or perimeter (ft) BMA)
Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool
6 Val 0.
550
n 2.
41
0 0 0 0 0 0 0 0
A5.2or4A5.2om
4852hn
0.550
0.540
n
n
14.35435
14.09
13.41
13.67
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
4135.2trn 0.540
0.143
n
n
14D9
3.73
13.67
2.90
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0Ve13A-40rs
1ID0
A5-2ow
0.390
0SM
n
a
10.18 1227
2.
44
0
18
0
18
0
46
0
51
0
0
0
0
0
0
0
0
D
yl
4A52om OS50 a 14.35435 27.44 0 0 0 0 0 0 0 0
I----(fC' 4135.21m OS40 a 14.09 29.62 0 0 0 0 0 0 0 0
48521n 0.540 a 14.09 29.62 0 0 0 0 0 0 0 0
yl
F--(a
13A-40rS 0.143 a 3.73 2.90 0 0 0 0 107 107 399 310
4A5.2om 0.550 a 1435 27.44 0 0 0 0 0 0 0 0
C 485.2hn 0.540 a 14.09 13.67 0 0 0 0 0 0 0 0
12B.0sw 0.097 s 2.53 2,82 0 0 0 0 0 0 0 0
4A5.2om 0.550 s 1435 13.58 0 0 0 0 0 0 0 0
13A-4ocs 0.143 s 3.73 2.90 0 0 0 0 130 100 374 290
4A5.2om 0.550 s 1435 13.61 0 0 0 0 30 25 431 408C
C 4A5-2omd 0.580 a 15.14 15.90 0 0 0 0 0 0 0 0
1 l
I. G
128.09w 0.097 w 2.53 2.82 126 114 289 321 0 0 0 0
4A5.2om
4B5-2hn
0.550
0.540
w
w
1435
14.09
27.44
29.62
0
12
0
0
0
169
0
355
0
0
0
0
0
0
0
0f
Vjl
G
13A-4ocs
4A5-2om
0.143
0.550
w
w
3.73
1435
2.90
27.44
0
0
0
0
0
0
0
0
70
0
70
0
260
0
202
0
1--G
R
4B5-2fm
12C-Osw
0.540
0.091
w 14.09
238
29.62
1.51
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
g--0 1100 0.390 n 10.18 1227 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.84 1.76 284 284 237 499 155 155 130 273
F 19A.Obscp 0.295 229 2.04 0 0 0 0 0 0 0 0
F 19C-19csm 0.049 0.44 031 6 6 3 2 0 0 0 0
F 22A-g3rn 1.180 30.80 0.00 0 0 0 0 159 33 1016 0
6 c) AED excursion 103 60
Ernelope loss/gain 743 1331 2610 1423
12 a) Infiltradon 237 86 506 183
b) Room renlilation 0 0 0 0
13 internal gains: O=panls@ 230 0 0 0 0
Appliancesbther 0 0
Subtotal (lines 6lo 13) 980 1417 3116 1606
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 154 257 0 0
14 Subtotal 1134 1673 3116 1606
15 Dud loads 15% 41% 165 683 16% 531/. 490 858
Total room load 1298 2357 3607 2464
Air required (dm) 0 120 1 1 0 125
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrlght8oft- 2018-Apr-1014:1058
Righ-SLitabUriversa1201818.0.11 RSUIS202 Page
d EPL Templol032 BarcelonaA RHG Be& - N.rrtp Calc - M18 Frort Door faces: N
wrightsoft- Right-J® Worksheet
Entire House
One Stop Cooling and Heating
7225 Sardscove Cool. Winer Park FL 32792 Ptore: (407) 629.6920 Fax: (407) 629.9307 Web: wwwGreStopCoolirg tom License: CAC032444
Job: Lot 032 Barcelona A RHG Bed...
Date: 10/17/2017
By. LF/MC
1 Room name LATH Krr
2 Ewell 320 If 13.0 ft 3
Room height 9.3 ft heatbool 93 ft heatbool 4
5
Room
dimensions Room
area 1.
0 x 288.8 ft 288.
8 tF 135
x 13.0 ft 175.
5 tF Ty
Construction U-Vwue Or HTM Area (tF) Load Area (tF) Load BbJhA +)
or perimeter (11) Bbrh) or perimeter (11) Bbrh) Heal
Cool Gross N/P/9 Heat Cool Gross NAS Heat Cod 6
V)I 12B-09w 0.550
n
0 0 0 0 0 0 0 0 4A5.
20m 0.550 n t4.35 43513.41 3AI0 0 0 0 0 0 0 0 4B5.
2ftn OS40 n 14D9 13.67 0 0 0 0 0 0 0 0 485.
21m OS40 n 14.09 13.67 0 0 0 0 0 0 0 0 11
13A-40cs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 11
D0 03W 0.
097 n
a
10.
18 253
1227
282
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
A5.
2or 4A5.2om 0.550 a 1435 27.44 0 0 0 0 0 0 0 0 T=-G 4B5.
21m 0.540 a 14.09 29.62 0 0 0 0 0 0 0 0 485.
21m 0.540 a 14.09 29.62 0 0 0 0 0 0 0 0 13A-
40c4 0.143 a 3.73 2.90 0 0 0 0 121 121 451 350 4A5.
2om 0.550 a 1435 27.44 0 0 0 0 0 0 0 0 485.
21rn 0.540 a 14.09 13.67 0 0 0 0 0 0 0 0 141
L--
i 12B-(
kw 0.097 s 2.53 2.82 0 0 0 0 0 0 0 0 4A5.
20m 0.550 s 1435 13.58 0 0 0 0 0 0 0 0 13A-
400s 0.143 s 3.73 2.90 149 85 316 246 0 0 0 0 4A5.
20m 0.550 s 1435 13.61 0 0 0 0 0 0 0 0 4A5.
2omd 0S80 s 15.14 15.90 64 64 969 1018 0 0 0 0 Vll
12&09w 0.097 w 253 2.82 0 0 0 0 0 0 0 0 4AS-
2om 485-
21m 0550
0.
540 w
w
1435
14.
09 27.
44 29.
62 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
L-GC 13A-
40cs 41A5-
2om 0.
143 0250
w
w
3.
73 1435
2.
90 27.
44 149
30
119
0
443
431
344
823
0
0
0
0
0
0
0
0
R
485-
2fm 12C-
09w 0540
0.
091 w
14.09 2.
38 29.
62 1S1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
D
1100 0.390 n 10.18 1227 0 0 0 0 0 0 0 0 C
168.30ad 0.032 0.84 1.76 0 0 0 0 20 20 17 36 F
19A-0bs0p 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F
19C-19csw 0.049 0.44 031 0 0 0 0 0 0 0 0 F
22A-q3m 1.180 30.80 0.00 289 32 986 0 176 13 400 0 61
c) AED exwrsion 1 59 1 .69 Envelope
losslgain 3145 2489 869 316 12
a) Infiltration 491 177 199 72 b)
Room ventilation 0 0 0 0 13
Infemalgain& O=panls@ 230 0 0 0 0 AppliancestOw
0 1 1200 Subtotal (
lines 6 to 13) 3636 2667 1068 ism Less
extemalload 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
496 306 482 185 14
Subtotal 4132 2973 1549 1774 15
Dud loads 1 16% 5300 650 1588 169% 53% 244 948 Total
room load 4782 4561 1793 2721 11
Air required (dm) 0 232 1 0 139 Calculations
approved byACCA to meet all requirements of Manual J 8th Ed. JA-
wrlght Care- 2018-Apr-1014:1058 Riga-
Sute®Uriversa1201818.0.11 RSU16202 Page d
EPL TemplLot 032 BarceloreA RHO 8ed4 - N.np Celt MA Front Door faces: N
wrightsoft• Right-J® Worksheet
Entire House
One Stop Cooling and Heating
7225 Sardsmve Coin. Winter Pant, FL 32792 Phone: (407) 629.6920 Fax: (407) 629 - 9307 Web: wmN..OneStopCoolirg.com Ucerse: CAC032444
Job: Lot 032 Barcelona A RHG Bed..
Date: 10/17/2017
By. LF/MC
1 Room name 8ED2 WIC
2 Ewell 10.0 it 5.0 It 3
Room height 93 it heaftol 93 It heattool 4
5
Room
dimensions - Room
area 11.
0 x 10.0 it 110.
0 11: 5.
0 x 5.0 it 25.
0 tF Ty
C t9rudion U•%WLje Or HTM Area (tF) Load Area (in Load number
81UNOLn 81U N" or perimeter (11) 80A) or perimeter (it) 81uh) Heat
Cool Grass N/P/S Heat Cool Gross N/P/S Heat Cool 6
1ql A5.
2ow 4A5.2om 4B5-
21m 0.
550
0.550 0.
540 n
n
n
1435
43514.
09 3AI
13.41 13.
67 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
l(
G'`
11
485.
21m 0.540 0.
143 n
n
14.
09 3.
73 13.
67 2.
90 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
t13A-40rs 11
DO 128.
09w 4A5.
2om 0.
390 0.
097 0.
550 n
a
a
10.
18 253
1435
1227
2.
82 27.
44 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
4B5.
26n 485.
21m 0.
540 0.
540 a
a
14.
09 14.
09 29.
62 29.
62 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Val
I--('
13A-
40rs 4AS-
20m 4B5.
2tm 0.
143 0.
550 0.
540 a
a
a
3.
73 1435
14.
09 2.
90 27.
44 13.
67 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
L--( V
f 1-
0 128.
Osw 4A5.
2om 0.
097 0.
550 s
s
253
1435
2.
82 13.
58 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Val
13A-4005 4A5.
2om 4A5.
2omd 0.
143 OS5o
0.
580 s
s
s
3.
73 1435
15.
14 2.
90 13.
61 15.
90 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-(
I-!'
Val
G
128.
Osw 4A5-
2om 4B5.
21n 0.
097 0.
55o 0.
540 w
w
w
2.
53 14.
35 14.
09 2.
82 27.
44 29.
62 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--! VW1ll
G
13A-
4005 4A5-
2om 0.
143 0.
550 w
w
3.
73 1435
2.
90 27.
44 93
15
78
0
291
215
226
412
47
0
47
0
174
0
135
0
l-
C R
485.
21n 12C-
09n 0.
540 0.
091 w
14.09 238
29.
62 151
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
D
11DO 0.390 n 10.18 1227 0 0 0 0 0 0 0 0 C
168-30ad 0.032 0.84 1.76 0 0 0 0 0 0 0 0 F
19A-Obsep 0295 2B9 2.04 0 0 0 0 0 0 0 0 F
19C-1909M 0.049 0.44 031 0 0 0 0 0 0 0 0 F
22A-cpm 1.180 30.80 0.00 110 10 308 0 25 5 154 0 6
c) AED excursion 133 7 Envelope
loss/gain 814 771 328 128 12
a) Infiltration 153 55 77 28 b)
Room venfilafion 0 0 0 0 13
Internal gains: Occupants @ 230 1 230 0 0 Appliancesbther
0 0 Subtotal (
lines 6 to 13) 968 1056 404 156 Less
external load 0 0 0 0 Less
trarder 0 0 0 0 Redistribution
371 258 0 0 14
Subtotal 1339 1314 404 156 15
Duct loads I IMI 539/6 211 702 1691, 53°'a 64 83 Total
room bad 1550 2016 468 239 Air
required (c(m) 0 103 1 1 0 12 Calculations
approved byACCA to meet all requirements of Manual J 8th Ed. 04-
wrlghteoft 2018-Apr-1014:1058 Rigtr-
Sute®Uriversal201818.0.11 RSU16202 Page d
EPL Temptol 032 Barcelona A RHO Bed4 - N.np Calc = M18 Front Door taoas: N
wrightsoft• Right-J® Worksheet
Entire House
One Stop Cooling and Heating
7225 Sandscove Coul, Winter Park, FL 32792 Phone: (407) 629.6920 Fax: (407) 629 - 9307 Web: wAw..OreStopCoolingoom License: CA0032444
Job: Lot 032 Barcelona ARHG Bed...
Date: 10/17/2017
By. LRMC
1 Room name HALL STR 1
2 F q)o9ed wall 0 ft 7S ft
3 Room height 93 It heall000l 93 It heatRmol
4
5
Room rLmensionss
Room area
1.0 x 44.0 If
44.0 fF
1.0 x 653 It
653 IF
Ty Construction U•value Or HTM Area (fF) Load Area (Ili Load
number BnituR*-°F) Bnrtu(ls) or pedmeler (A) Bnih) or perimeter (11) Buh)
Heat Cool Gross NIPS Heat Cool Gross NrPIS Heat Cool
6 vh12&O9N 0.097 n 2S3 2.82 0 0 0 0 0 0 0 0
05.20m
4B5.2trn
0.550
0.540
n
n
1435
14.09
13AI
13.67
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1 t
485.21m
13A•40cs
0.540
0.143
n
n
14.09
3.73
13.67
2.90
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0yl
D 11 DO
18.09H
aAs•20m 0.
3M 0 .
550 550n
a
a
10.
18 1435a3s
12.
27 2
8227.
44 0
0
o
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
yl
485.
21n 0540 a 14.09 29.62 0 0 0 0 0 0 0 0 4B5.
2(n 0.540 a 14.09 29.62 0 0 0 0 0 0 0 0 13A-
40Cs 4A5.
2om 485.
2lrn 0.
143 0.
550 0.
540 a
a
a
3.
73 1435
14.
09 290
27.
44 13.
67 0
0
0
0
0
0
0
0
0
0
0
0
70
0
0
70
0
0
260
0
0
202
0
0
Y--
G 128.
09w 4A5.
2orn 0.
097 0.
550 s
s
2S3
1435
2.
82 1358
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Val
13A-40cs 05.
20m 4A5.
2omd 0.
143 OS50
OS80
s
s
s
3.
73 1435
15.
14 2.
90 13.
61 15.
90 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1-
1 128.
Osw 4A5-
2om 4B5.
2trn 0.
097 0.
550 0.
540 w
w
w
2S3
1435
14.
09 2,
82 27.
44 29.
62 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
yl
F
13A-
400z 41A5.2om
0.143
OS50 w
w 3.
73
1435
2.90
27.
44 0
0 0
0
0
0
0
0
0
0
0
0
0
0
0
0
1--(
2
q
485-2hn
12G0sw
0.540
0.
091 w
14.09
238 29.62
1S1
0 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
t-
o
11130
0390 n 10.18 1227 0 0 0 0 0 0 0 0 C 168.30ad
0.032 0.84 1.76 0 0 0 0 0 0 0 0 F 19A•Obsg7
0295 2,89 2.04 0 0 0 0 0 0 0 0 F 19C-19a
m 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A.g3n
1.180 30M 0.00 44 0 0 0 65 8 231 0 61 c) AED
excursion 1 0 10 ErtMopelosUgain 0 0
491 192 12 a) Infiltration
0 0 115 42 b) Room ventilation
0 0 0 0 13 Internal gains:
230 0 0 0 0 Appliarloes/o71er 0
0 W=Ial (lines
6 Io 13) 0 0 606 233 Less eAsmal load
0 0 0 0 Lesstransler 0 0
0 0 Redistribution 0 0
606 233 14 Sr6total 0
0 0 0 15 Dud loads
16% 53% 0 0 t6Ya 53% 0 0 Total room load
0 0 0 1 0 Airrequired (dm)
1 0 0 0
0 Calculations approved bvACCA
to meet all requirements of Manual J 8th Ed. Vjf/- wrrlghtnol!- 2018-
Apr-1014:1058 A k Right-
Sute®Uriversal 201818.0.11 RSU16202 Page 5 d EPL Templo1032
BarcelonaA RHO Bed4 - N.np Calc - M18 Front Door laces: N
wrightsoft• Right-J® Worksheet
Entire House
One Stop Cooling and Heating
7225 Sardscove Coun. W irler Park FL 32792 Ptnre: (407) 629.6920 Fax: (407) 629.9307 Web: wwwOreStopCoolirg.mm Licerse: CA0032444
Job: Lot 032 Barcelona A RHG Bed..
Date: 10/17/2017
By. LF/MC
1 Room name BTH 1 tAUN
2 Ewell 6.0 It 35 It 3
Room height 93 ft heatbool 93 ft heattmol 4
5
Room
r5mer15iorts Room
area 115
x 6.0 It 69.
0 tP 1.
0 x 89.8 ft 892
IF Ty
ConstrLdon U-value Or HTM Area (fF) Load Area (fP) Load number
BGrhA +) BtuhAP) or perimeter (ft) Barn) or perimeter (ft) Btuh) Heat
Cod Gross NAS Heat Cod Grass N/P/S Heat Cod 6
128.09w 0.097 n 253 2.82 0 0 0 0 0 0 0 0 4A5.
20m 485.
21m 0.
550 0.
540 n
n
1435
14.
09 13AI
13.
67 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
4B5.
2 fn 13A-
4ocs 0.
540 0.
143 n
n
14.
09 3.
73 13.
67 2.
90 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Vjlt-
D 11D0 128.
09N 0.
390 0.
097 n
a
10.
18 253
12.
27 2.
82 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5-
2om 0550 a 1435 27.44 0 0 0 0 0 0 0 0 485.
21mi 0540 a 14.09 29.62 0 0 0 0 0 0 0 0 485.
21m 0.540 a 14.09 29.62 0 0 0 0 0 0 0 0 13A-
4ors 0.143 a 3.73 2.90 0 0 0 0 33 29 107 83 4A5.2om
0550 a 1435 27.44 0 0 0 0 0 0 0 0 485.21M 0.
540 a 14.09 13.67 0 0 0 0 4 4 56 55 V I t.
G 128.
0sw 0.
097 s 253 2.82 0 0 0 0 0 0 0 0 4A5-2om 0.
550 s 1435 13.58 0 0 0 0 0 0 0 0 Val I---G
13A-
40os 0.
143 s 3.73 2.90 0 0 0 0 0 0 0 0 4A5-20m OS50
s 1435 13.61 0 0 0 0 0 0 0 0 f' 4A5-2omd
0.580 s 15.14 15.90 0 0 0 0 0 0 0 0 Vjl 12B•09w
0.097 w 253 2.82 0 0 0 0 0 0 0 0 4A5.2om 485.
21M 0.
550 0.
540 w
w 1435
14.
09
27.
44 29.
62 0
0 0
0
0
0
0
0
0
0
0
0
0
0
0
0
I{----
GG
Vjl_G 13A-
40cs
4A5.
2om 0.
143 0.
550 w
w 3.
73
1435
2.90
27.
44 56
0 52
0
193
0
150
0
0
0
0
0
0
0
0
0
t
G
R
0
4B5.
2hn
12C-
09m 0.
540 0.
091 w
14.09
2.38 29.
62 1.
51 4
107 0
107
56
254
118
161
0
98
0
76
0
181
0
115
11
DO
0.
390 n 10.18 12.27 0 0 0 0 21 21 217 262 C 16B-30ad
0.032 0.84 1.76 0 0 0 0 0 0 0 0 F 19A-Obscp
0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19csm
0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-cpm
1.180 30.80 0.00 69 6 185 0 90 4 108 0 6 c) AED
exarrsion 33 43 Envelope loss/gain
689 463 669 471 12 a) Infiltration
92 33 54 19 b) Room ventilation
0 0 0 0 13 Internal gains
Ooapants @ 230 0 0 0 0 Appliaraesblher 0 500
Subtotal (lines 6
to 13) 781 496 723 990 Less extemal load
0 0 0 0 Lesstransfer 0 0
0 0 Redistribution 0 0
946 658 14 Subtotal 781
496 1668 1648 15 Dwloads 16%
53% 123 265 161k 536A 263 880 Total room load
903 761 1931 25M Air required (dm)
0 39 0 129 Calculations approved byACCA
to meet all requirements of Manual J 8th Ed. wr ght`oft-
2018-Apr•1014:1058 Rlgtt•Stile®Uriversa12018
18.0.11 tRSU18202 page 8 d EPL Temptot
032 Baroelore A RHI 3 8ed4 • Rap Calc = MI8 Frort Door laces: N
wrightsof , Right-J® Worksheet
Entire House
One Stop Cooling and Heating
7225 Sardsoove Court. Winer Park. FL 32792 Ptore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OreStopCoolirg.00m Licerse: CAC032444
Job: Lot 032 Barcelona A RHG Bed..
Date: 10/17/2017
By. LF/MC
1 Room name NEED MTO1
2 E4osed well 46.0 ft 35 ft
3 Room height 9.0 ft heaftol 9.0 ft heaVbool
4
5
Room dimensions
Room area
1.0 x 3203 ft
3203 W
35 x 55 ft
193 tR
Ty C .on U-value Or HTM Area (fF) Load Area OF) Load
bier 8titw-9 Bbi I or perimeter (ft) a h) or perimeter (ft) Bbih)
Heat Cod Gross NIPS Heat Cod Gross NrPiS Heat Cool
6 VI/ 128.Osw 0. n 253 0 0 0 0 0 0 0 0
4A52om
485.2fm
0.550550
0540
n
n
1435
14.09
13.413A1
13.67
0
0
0
0
0
0
0
0
0
0
0
0
0
0.
0
0
11
4B5.2fm
13A-40rs
0.540
0.143
n
n
14.09
3.73
13.67
2.90
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0Vjl
D 11D0
128.09w
0390
0.097
n
a
10.18
253
1227
2.82
0
117
0
117
0
296
0
330
0
0
0
0
0
0
0
0
4A5.2om 0.550 a 1435 27.44 0 0 0 0 0 0 0 0
485.2ftn 0540 a 14.09 29.62 0 0 0 0 0 0 0 0
48521m 0.540 a 14.09 29.62 0 0 0 0 0 0 0 0
13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0
4A5.2om 0.550 a 1435 27.44 0 0 0 0 0 0 0 0
485.21m 0540 a 14.09 13.67 0 0 0 0 0 0 0 0
14/
L--G
12B-(kw 0.097 s 2.53 2.82 149 119 300 334 32 32 80 89
4A5-20m 0.550 s 1435 1358 30 25 431 408 0 0 0 0
13A-4ocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0
4A5.2om 0.550 s 1435 13.61 0 0 0 0 0 0 0 0
4A5.2omd 0.580 s 15.14 15.90 0 0 0 0 0 0 0 0
128-0sw 0.097 w 253 2.82 149 134 338 376 0 0 0 0
4A52om
4B5.2fm
0.550
0.540
w
w
1435
14.09
27.44
29.62
15
0
0
0
215
0
412
0
0
0
0
0
0
0
0
0II-----GG
13A•4ocs
41A5.2om
0.143
0.550
w
w
3.73
1435
2.90
27.44
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4B5.2fm
12C-Osw
0.540
0.091
w 14.09
238
29.62
151
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0R
0 11D0 0290 n 10.18 1227 0 0 0 0 0 0 0 0
C 168.30ad 0.032 0.84 1.76 320 320 267 563 19 19 16 34
F 19A•Obscp 0295 2.89 2.04 120 120 347 245 0 0 0 0
F 19C-19osm 0.049 0.44 031 0 0 0 0 0 0 0 0
F 22A-qxn 1.180 30.80 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 87 6
Envelope low/gain 2195 2580 96 117
12 a) Infiltration 683 247 52 19
b) Room ventilation 0 0 0 0
13 Internal gains: Oocupanls@ 230 2 460 0 0
Applianoeslothar 0 0
Subtotal(lines 61013) 2877 3286 148 135
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 2877 3286 148 135
15 Duct loads 1 151/6 41%1 418 1342 15% 41% 21 55
Total room load 3295 4628 169 191
Air required (dm) 0 236 0 10
Calculations approved bvACCA to meet all requirements of Manual J 8th Ed.
VW wrlghtoof't- 2018-Apr-1014:1058
A """
Rtgtt-Scite®Uriversal201818.0.11 RSU16202 Pagel
d EPL TeMp Lot 032 8arcelora A RHG Bed4 - N.np Cale = M16 Frort Door faces: N
d- wrighttsoft• Right-J® Worksheet
Entire House
One Stop Cooling and Heating
7225 Sandsoove Court, Winter Pane, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web: wwNOreS(opCoolirg.com License: CAC032444
Job: Lot 032 Barcelona ARHG Bed..
Date: 10/17/2017
By. LF/MC
1 Room name METH MWIC
2 well 215 ft 8.0 ft
3 Room height 9.0 ft heatbool 9.0 ft heatbod
4
5
Room dimensions
Room area
1.0 x 136.0 11
136.0 fF
1 OS x 8.0 h
84.0 IF
Ty Consinchon U-value Or HTM Area (fF) Load Area M) Load
number 8luw*q 8wh" or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Goss NAS Heat Cool Gross NAS Heat Cool
6 VII n 253 0 0 0 0 0 0,11 0 0
4A5.2omA5-2o
485-21rn
OSMOS50
0540
n
n
14.35
14.09
13.413AI
13.67
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
485.2ftn 0S40 n 14.09 13.67 0 0 0 0 0 0 0 0
y 0
11 13A-4ocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0
1100 0.390
0.097
n
a
10.18
253
1227
2.82
0
104
0
98
0
247
0
275
0
0
0
0
0
0
0
0
4A5.2om 0.550 a 14.35 27.44 0 0 0 0 0 0 0 0TE
12B-09w
485.2kn 0.540 a 14.09 29.62 6 0 85 178 0 0 0 0
485.21m 0.540 a 14.09 29.62 0 0 0 0 0 0 0 0
13A-40cs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0
4A5.2om 0.550 a 1435 27.44 0 0 0 0 0 0 0 0
485-2fm 0.540 a 14.09 13.67 0 0 0 0 0 0 0 0
V11 12B-09N 0.097 s 253 2.82 90 90 228 254 0 0 0 0
4A5.2om OS50 s 1435 1358 0 0 0 0 0 0 0 0
13A-40rs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0
4A5-2om 0550 s 1435 13.61 0 0 0 0 0 0 0 0
4A5.2omd 0.580 5 15.14 15.90 0 0 0 0 0 0 0 0
128.09N 0.097 w 2.53 2,82 0 0 0 0 72 72 182 203
4A5+2om
485-2fm
0550
0S40
w
w
1435
14.09
27.44
29.62
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
01---(
G
13A-40cs
4A5.2om
0.143
0550
w
w
3.73
1435
2.90
27.44
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
R
485-21m
12C-09N
0.540
0.091
w 14.09
238
29.62
1.51
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1-D 1100 0" n 10.18 1227 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.84 1.76 136 136 114 239 84 84 70 148
F 19A-Obscp 0295 2.89 2.04 0 0 0 0 0 0 0 0
F 19C-19rsm 0.049 0.44 031 0 0 0 0 0 0 0 0
F 22A-c3m 1.180 30SO 0.00 0 0 0 0 0 0 0 0
6 c) AEO exarsion 1 s 1 1 16
Envelope loss/gain 673 941 252 334
12 a) Infiltration 319 115 119 43
b) Room ventilation 0 0 0 0
13 Internal gains: 0mupants@ 230 0 0 0 0
Appliar eaVlot her 0 0
Scbmial (lines 6 to 13) 1992 1056 3711 377
Less eAamal load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 205 337 0 0
14 Stbiotel 1197 1393 371 377
15 Duct loads 15% 41% 174 569 151A 41% 54 154
Tolal room load 1371 1962 425 531
Air required (dm) 1 0 100 1 0 27
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
@'}t- wrigfirtaoft` 2018-Apt-1014:1058
A A ---" ""'- Right-Sute®Uriversal2018 18.0.11 RSU18202 Page 8
d EPL TernpNI.ol 032 Barcelona A RHO 8ed4 - N.rup Cale = M18 Front Door laces: N
wrightsoft' 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: wwwOnaStopCoolingmm Licerse: CA0032444
Job: Lot 032 Barcelona ARHG Bed..
Date: 10/17/2017
By. LF/MC
1 Room name BEDS
2 E*osed well 195 fl 0 fl
3 Room height 9.0 it heaftol 9.0 fl heattool
4
5
Room dimensore
Room area
1.0 x 144.0 it
144.0 fe
35 x 5.0 It
175 W
Ty Condon U-value Or HTM Area (IF) Load Area (119 Load
number BWhAIL`F) B or perimeter (fl) Btuh) or perimeter (fl) Bluh)
Heat Cod Goss N/P/S Heat Cool Gross N/P/S Heat Cool
6 128.096v
4A5.2om
485.21m
0.097
0.550
0.540
n
n
n
253
14.35
14.09
2,82
13AI
13.67
72
0
4
68
0
0
172
0
56
192
0
55
0
0
0
0
0
0
0
0
0
0
0
0
11
4B5-Zm
13A-4ors
0.540
0.143
n
n
14.09
3.73
13.67
2.90
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0yl
D 11DO
128.0ew
4A5.2om
0.390
0.097
0.55U
n
a
a
10.18
253
1435
1227
2,82
27.44
0
104
15
0
89
0
0
224
215
0
249
412
0
0
0
0
0
0
0
0
0
0
0
0
485.21n
485.21m
0.540
0540
a
a
14.09
14.09
29.62
29.62
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-40 s
4A5.2om
485.21m
0.143
0.550
0540
a
a
a
3.73
14M
14.09
2.90
27.44
13.67
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12&(kw
4A5.2om
0.097
0505
s
s
253
14.35
2.82
1358
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V/ 13A-40rs
4A5-tom
4A5.2omd
0.143
0550
0.580
s
s
s
3.73
1435
15.14
290
13.61
15.90
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
C
I---t
128.Osw
4A5-2om
485-21n
0.097
0.550
0.540
w
w
w
2,53
1435
14.09
2.82
27.44
29.62
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-40ts
4A5.2om
0.143
0.55o
w
w
3.73
1435
2.90
27.44
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
R
4B5.2trn
12C-09w
0540
0.091
w 14.09
238
29.62
1.51
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1--D 1100 03M n 10.18 1227 0 0 0 0 0 0 0 0
C 168.30ad 0.032 0.84 1.76 144 144 120 253 18 18 15 31
F 19A-obscp 0295 2B9 2.04 16 16 46 33 0 0 0 0
F 19C-19= 0.049 0.44 031 0 0 0 0 0 0 0 0
F 22A-o3rn 1.180 30,80 0.00 0 0 0 0 0 0 0 0
6 c) AED e=nsion 17 1
Envelope lossAgain 834 1176 15 29
12 a) Infiltration
b) Room ventilation
289
0
105
0
0
0
0
0
13 Internal gains: Omrparlts@ 230 1 230 0 0
Appliarloesbther 0 0
Subtotal (litres 6 to 13) 1124 1510 15 29
Lem eAernal load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 167 275 15 29
14 Subtotal 1291 1785 0 0
15 Ouct loads 15% 41% 187 729 15% 41%1 0 0
Total room bad 1478 2514 0 0
Air required (dm) 0 126 0 0
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
VW 2018-Apr-1014:1058
Right-Sute0Uriversal201818.0.11 RSUIS202 Page
d EPL Templot 032 8arcelore A RHG Bed4 - N.rtip Calc . M18 Frort Ooor faces: N
P d- wrightsoft• Right-J® Worksheet
Entire House
One Stop Cooling and Heating
7225 Sardsmve Colt, Winter Park FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629.9307 Web: www.Ona topCoolirg.com Licerse: CAC032444
Job: Lot 032 Barcelona A RHG Bed..
Date: 10/17/2017
By. LF/MC
1 Room name BEN BTH3
2 Ewell 27.0 ft 55 It 3
Room height 9.0 ft heat/md 9.0 It heatkool 4
5
Room
dimensions Room
area 1.
0 x 1392 It 139.
3 fF 6.
0 x 55 It 33.
0 fF Ty
Conslruclon number
U•
vdlue BtuhRF
n Or
HTM B6thRF)
Area (
fF) or
perimeter (ft) Load
BWh)
Area
OF) or
perimeter (ft) Load
Bn1h)
Heat
Cool Gross NrP/S Heat Cool Grass NiP/S Heat Cool 6
128.0sw 4A5.
2orn 4B5.
21m 0.
097 0.
550 0.
540 n
n
n
2S3
14.
35 14.
09 2.
82 13.
41 13.
67 99
15
0
84
0
0
213
215
0
237
201
0
50
0
0
44
0
0
110
0
0
123
0
0
11
4B5-
2(m 13A-
4ocs 0.
540 0.
143 n
n
14.
09 3.
73 13.
67 2.
90 0
0
0
0
0
0
0
0
8
0
0
0
85
0
82
0
ylD
IID0 12B-
096V 4A5.
2om 0.
390 0.
097 0.
550 n
a
a
10.
18 2S3
14.
35 1227
2,
82 27.
44 0
18
0
0
18
0
0
46
0
0
51
0
0
0
0
0
0
0
0
0
0
0
0
0
GIt_
G-G
4B5.2hn 4B5.
21m 0.
540 0.
540 a
a
14.
09 14.
09 29.
62 29.
62 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V/
13A-4oxs 4A5•
2om 4B5.
2fm 0.
143 0.
550 0.
540 a
a
a
3.
73 1435
14.
09 2.
90 27.
44 13.
67 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•-
C t
i Vy
L--
C 128.
09rr 4A5-
2om 0.
097 0.
550 s
s
2S3
1435
2,
82 1358
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Val
13A-40cs 4A5.
2om 4A5.
2omd 0.
143 0.
550 0.
580 s
s
s
3.
73 1435
15.
14 2.
90 13.
61 15.
90 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
t-
C L--!
1
l G
12B-
09N 4A5.
2om 4B5.
21m 0.
097 0.
550 0.
540 w
w
w
2S3
1435
14.
09 2.
82 27.
44 29.
62 126
0
0
126
0
0
319
0
0
355
0
0
0
0
0
0
0
0
0
0
0
0
0
0
a13A-
40 s 4A5.
2om 0.
143 0.
550 w
w
3.
73 1435
2.
90 27.
44 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
I-_-
G II---
O 4B5.
2Im 12C-
096v 0.
540 0.
091 w
14.09 238
29.
62 1S1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
D0 0390 n 10.18 1227 0 0 0 0 0 0 0 0 C
168.30ad 0.032 0.84 1.76 139 139 116 245 33 33 28 58 F
19A-0bscp 0.295 229 2.04 0 0 0 0 0 0 0 0 F
19C-19cwo 0.049 0.44 031 85 85 38 27 33 33 15 10 F
22Atpm 1.180 30,80 0.00 0 0 0 0 0 0 0 0 6
c) AED exnusion 62 13 Er -
lope loss/gain 947 1053 237 260 12
a) InEltralion 401 145 1t2 29 b)
Room oenfilation 0 0 0 0 13
Internal gains: Ooapants@ 230 1 230 0 0 Applianoesblher
0 0 Subtotal (
lines6 to 13) 1347 1427 319 290 Less
eAenalload 0 0 0 0 Less
transfer 0 0 0 0 Redistribudon
5 10 0 0 14
Subtotal 1352 1438 319 290 15
Duct loads 15%1 419 196 587 159% 41%1 46 118 Total
room bad I 1549 12025 365 1408 Air
required (d m) 0 1 0 21 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. r
wrrl_ghtr9oft- 2018-Apr-1014:10.58 Right-
Sule®Uriversal2018 18.0.11 RSU16202 Page 10 d
EPL Temptot 032 Barcelona A RHG Bed4 - N.ryr Cale - MA Frort Door taxes: N
wrightsoft• Right-J® Worksheet
Entire House
One Stop Cooling and Heating
7225 Sardscove Caul. Winter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: ww&.OnaStopCoolingoom Lloertse: CAC032444
Job: Lot 032 Barcelona ARHG Bed...
Date: 10/17/2017
By. LRMC
1 remRoom T013 STR2
2 Ewell 16.0 ft 7.0 ft 3
Room height 9.0 ft heattool 9.0 ft heattool 4
5
Room
climensions Room
area 5S
x 8.0 ft 44.
0 fF 13S
x 7.0 ft 94S
fF Ty
Construmon U-value Or HTM Area (112) Load Area (fM Load number
Bn1hft +) BwhAF) or perimeter (ft) Bwh) or perimeter (ft) Bluh) Heat
Cool Gross NAS Heat Cool Gross NIPS Heat Cool 6
128.Os+v 0.550
n
2.35
50
44 110 123 0 0 0 0 4A5•
m 485-
21n 0.
550 0.
540 n
n
14.
35 14.
09 13.
41 3AI13.
67 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
TE 4B5-2frn 0.540 n 14.09 13.67 6 0 B5 82 0 0 0 0 Vjl
D
11
13A•40cs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 1tDO
128-
09w 0.
390 0.
097 n
a
10.
18 2S3
1227
2.
82 0
72
0
72
0
182
0
240 63
0
48
0
122
0
135
4A5.
2om OS50 a 1435 27.44 0 0 0 0 0 0 0 0 GIf_
G-G
485.2hn 485.
2ftn 0S40
0S40
a
a
14.
09 14.
09 29.
62 29.
62 0
0
0
0
0
0
0
0
0
15
0
0
0
211
0
444
LS
13A•
4003 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 4A5-
2om OS50 a 1435 27.44 0 0 0 0 0 0 0 0 485.
2ftn 0.40 a 14D9 13.67 0 0 0 0 0 0 0 0 1ql
Y--
1' 12B•
096v 0.097 s 2.53 2.82 0 0 0 0 0 0 0 0 4A5.
2om 0.550 s 1435 1358 0 0 0 0 0 0 0 0 W
13A•40rs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 4A5.
2om 0.550 s 1435 13.61 0 0 0 0 0 0 0 0 4A5-
2omd 0.580 s 15.14 15.90 0 0 0 0 0 0 0 0 V)
I 12B•09N 4A5.
2om 4B5-
Zm 0.
097 0.
550 0.
540 w
w
w
2.
53 1435
14.
09 2.
82 27.
44 29.
62 23
0
0
23
0
0
57
0
0
63
0
0
0
0
0
0
0
0
0
0
0
0
0
0
I{---!( 13A-
40rS 4A5.
2om 0.
143 0.
550 w
w
3.
73 1435
2.
90 27.
44 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
R
4B5.
2ftn 12C-
0sw 0.
540 0.
091 w
14.09 238
29.
62 1S1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
r
0 11D0 0390 n 10.18 1227 0 0 0 0 0 0 0 0 C
16B-30ad 0.032 0.84 1.76 44 44 37 77 95 95 79 166 F
19A-0bslcp 0295 2.89 2.04 0 0 0 0 0 0 0 0 F
19C•19csm 0.049 0.44 0.31 44 44 20 14 0 0 0 0 F
22A.cpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6
c) AED exousion 27 67 Envelop
lossbain 490 535 412 812 12
a) Infiltradon 237 86 104 38 b)
Room rendladon 0 0 0 0 13
Internal gains: Omipants@ 230 0 0 0 0 Applianoesbther
0 0 Subtotal (
lines 6 to 13) 728 621 516 850 Less
exmrnalload 0 0 0 0 Less
transfer 0 0 0 0 Redislribudon
0 0 516 850 14
Subtotal 728 621 0 0 15
Duct loads 1 15% 41%1 106 253 15% 41%1 01 0 Total
room load 833 874 0 0 Air
required (dm) 0 44 0 0 Calculations
approved bVACCA to meet all requirements of Manual J 8th Ed. wrrlghtnoft
2018-Apr-1014:1058 A
Rigti-Sate®Uriversal2018 18.0.11 RSU76202 Page 11 d
EPL Temlotot 032 Barcelona A RHG Bed4 - N.rnp Calc - M18 Frort Door laces: N
wrightsoft• Static Pressure and Friction Rate o o 320 arcelorlaARHG...
Entire House By: LFiMC
One Stop Cooling and Heating
7225 Sardsoove Court. Wirter Park FL 32792 Phone: (407) 629.6920 Fax: (407) 629 - 9307 Web: www.OreStopCoolirg oom Licaree: CAC032444
For: Park Square Homes
3896 Saltwater Loop, Sanford, FL
Heating Cooling
in H2O) in H2O)
External static pressure 0.50 0.50
Pressurelosses
Coil 0 0
Heat exchanger 0 0
Supply diffusers 0.03 0.03
Return grilles 0.03 0.03
Filter 0.10 0.10
Humidifier 0 0
Balancing damper 0 0
Other device 0 0
Available static pressure 0.34 0.34
Total•
supply Return
it) it)
Measured length of run -out 13 8
Measured length of trunk 66 6
Equivalent length of fittings 160 40
Total length 238 54
Total effective length 292
Friction
Heating Cooling
in/100ft) in/100ft)
Supply Ducts 0.116 OK 0.116 OK
Return Ducts 0.116 OK 0.116 OK
Fitting Equivalent LengthDetails
supply 4X--35,11 A=20, 11 G=5,11 G=5,11 A=20,111=10,111=10,11 G--5,1 A45,11 G4,11 G=5,11 Gam: Tolal EL=160
Return 6M=20,11 G=5, 5E1=10,11 Gam: Total EL=4O
t A:- wrightsoft• 2018-Apr-1014:11 100
W.• ....•..—,w. Rigtt-Sute9Uriversal201818.0.11 RSU16202 Page 1
d EPL TempUt 032 Barcelona A RHG Bed4 - N.np Ce1c . MIB From Door laces: N
wrightsoft• Duct $ stem Summary Job: Lot 032 Barcelona ARHG ...
Y Date: 10/17/2017
Entire House By,. LF/MC
One Stop Cooling and Heating
7225 Sardsoove Coul. Winter Parr FL 32792 Phone: (407) 629.6920 Fax: (407) 629.9307 Web: www.0reStopCoolirg.com License: CA0032444
Project Information
For: Park Square Homes
3896 Saltwater Loop, Sanford, FL
External static pressure
Pressurelosses
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
0.277 / 0.063 in H2O
0.116 in/100ft
0 cfm
292
Cooling
0.50 in H2O
0.16 in H2O
0.34 in H2O
0.277 / 0.063 in H2O
0.116 in/100ft
1567 cfm
Name
Design
Btuh)
Htg
cfm)
Clg
cfm)
Design
FR
Diam
in)
H x W
in)
Duct
Mad
Actual
Ln (ft)
Ftg.Egv
Ln (ft) Trunk
BED2 c 2016 0 103 0.143 6.0 Ox 0 VIFx 54.4 140.0 st3
BED+ c 2514 0 128 0.179 7.0 Ox 0 MR 25.3 130.0 st5
BED4 c 2025 0 103 0.174 6.0 Ox 0 VIFx 29.4 130.0 sty
BTHi c 761 0 39 0.140 4.0 Ox 0 VIFx 58.4 140.0 st3
BTMO c 408 0 21 0.179 4.0 Ox 0 VIFx 25.3 130.0 st5
DIN c 2464 0 125 0.116 7.0 Ox 0 MR 78.4 160.0 st4
LATH c 2281 0 116 0.117 7.0 Ox 0 VIFx 76.9 160.0 s14
GATMaA c 2281 0 116 0.122 7.0 Ox 0 MR 71.4 155.0 st4
Krr c 2721 0 139 0.117 7.0 Ox 0 MR 76.4 160.0 st4
LAUN c 2528 0 129 0.147 6.0 Ox 0 MR 53.9 135.0 st3
LOFT c 2357 0 120 0.241 6.0 Ox 0 MR 15.1 100.0 st2
AABED-A c 4628 0 236 0.176 9.0 Ox 0 MR 32.2 125.0 st6
MBTH c 1962 0 100 0.179 5.0 Ox 0 VIFx 29.6 125.0 st6
MT01 c 191 0 10 0.194 4.0 Ox 0 VIFx 28.0 115.0 st6
MWIC c 531 0 27 0.177 4.0 Ox 0 VIFx 31.4 125.0 st6
T013 c 874 0 44 0.177 4.0 Ox 0 VIFx 26.7 130.0 st5
WIC c 239 0 12 0.143 4.0 Ox 0 VIFx 59.4 135.0 st3
wrightsoft' 2016-Apr-10 14:11 A0
AMM• -...
Riga-sLite®uriversal2o16 1B.0.11 RSW6202 Page 1
d EPL Templot 032 Barcelona A RHG Be& - N.np Calc a MA Front Door laces: N
Name
Trunk
Type
Htg
cfm)
Clg
cfm)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Duct
Material Trunk
st4 PeakAVF 0 496 0.116 464 14.0 0 x 0 VinIFIX st3
st3 Peak AVF 0 778 0.116 558 16.0 0 x 0 VinIFIX SO
sti Peak AVF 0 778 0.116 558 16.0 0 x 0 VinlFlx
st5 Peak AVF 0 296 0.174 543 10.0 0 x 0 VinIFIX st2
st6 Peak AVF 0 372 0.176 682 10.0 0 x 0 VinIFIX st2
st2 Peak AVF 0 789 0.174 738 14.0 0 x 0 VinIFIX
Grille Htg Gg TEL Design Veloc Diam H x W Stud/Joist Duct
Name Size (in) ofm) cfm) ft) FR fpm) in) in) Opening (in) Mal Trunk
rb7 Ox 0 0 128 53.9 0.116 367 8.0 Ox 0 MFx rt3
rb2 Ox 0 0 168 38.6 0.162 630 7.0 Ox 0 VIFx
rb1 Ox 0 0 1271 50.6 0.124 582 1 20.01 Ox 0 MFx rt3
Name
Trunk
Type
Htg
cfm)
Clg
cfm)
Design
FR
Veloc '
fpm)
Diam
in)
H x W
in)
Duct
Material Trunk
rt3 Peak AVF 0 1399 0.116 641 20.0 0 x 0 VinIFIX
wrightsoft-
I 2018-Apr-1014:11,00
1.. wrNgtt-Sute®Uriversal201818.0.11 RSU18202 + Pape 2 AC. ...
d EPL Templo1032 8areeloreA RHG 8ed4 - N.np Cale a Ml8 From Door faces: N
Level 1
DIN
a
125 cfm
f 83
7 10X10.2
116 cfrn
GATH
l 7. KIT 7'_ I 10X10.2.
10x8 116ctrn
1-
i39ctmLYVL:
14" s"
T
10X6
tT, 103cfm
AFZ
A-
BE02FBB26' 8X4
jox1o12chn
6•
4 tOx1lwer4•
HALL
LAUN BTH
EF1 = 50 CFM Fan
EF2 = 80 CFM'Fan
EF3=110CRA'Fan
EFL1 = 50 CFM Fan
EFL2 = 80 CFM Fan
EFL3 = 110 CFM Fan
I'
VTR = Vent to Roof
VTW = Vent to Wall
OV = Dryer Vent
RV = Range Vent
Lineset Chase — —
Condensate —
Thermostat 18/8 O
SRB = Small Reduction Box
LRB = Large Reduction Box
FBB = Feld Built Box
0V VTw
39 ctm
I'1 f881 " 8IX4 F
I
EF1 vrw
Ah. ' LAI16
Sup Riser
16' AC.1:4.0TCN Ifl0
SEER KP.
I '
GARAGE;
ik
Job M Lot 032 Barcelona A RHG Bed4 - N Scale:1 :102
Performed by LF/MC for: One Stop Cooling and Heating
Page 1
Park Square Homes 7225 Sandscove Court Right -Suite® Universal 2018
3896 Saltwater Loop Winter Park, FL 32792 18.0.11 RiSU16202
Sanford, FL Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 2018-Apr-1014:12:17
www.OneStopCooling.com ...032 Barcelona A RFIG Bed4 - N.rup
Job M Lot 032 Barcelona A RHG Bed4 - N
Performed by LF/MC for:
Park Square Homes
3896 Saltwater Loop
Samford, FL
Level 2
One Stop Cooling and Heating
7225 Sandscove Court
Winter Park, FL 32792
Phone: (407) 629 - 6920 Fax: (407) 629 - 9307
www.OneStopGooling.com
Scale:1 :102
Page 2
Right -Suite® Universal 2018
18.0.11 RSU16202
2018-Apr-10 14:12:18
032 Barcelona A RHG 8ed4 - Rrup
RECORD COPY
7
y
J
c-
Kt1_UKU LUYY
DESCRIPTION AS FURNISHED: Lot 32, WYNDHAM PRESERVE, as recorded in Plot 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
aP 18 - i&.0 s
LOT 15
1
ZONII`G _ PATE-14(0
N 83-1810" W
Ok to construct single family home - - _ _ _ 40.30,
with setbacks and impervious area h
shown on plan. SZ 0
23g2 bawc a to Irla. - A , GrR 23.93' 22.22' 20.28'
3.O'Ir4.0'
5.00'
AC
14.0' 16.0
5.00'
n LANAI
I6.0'
5.00,
LOT 32
WW
v PROPOSED RESIDENCE
2392-BARCELONA-A
GARAGE RIGHT
O -
OONj2CARm O
CdaO
COV'0. u O
ENTRY
co
LOT 33
5.00' 8.0' LOT 31
M
LV
O
N
SETBACKS AS FURNISHED
FRONT a 25'(9
REAR 20'
SIDE 5' (40' LOT)
7.5' (60' LOT)
10' (75' LOT)
SIDE STREET A, 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
OF (2) IN SUCCESSION AT 25'
PROPOSED - FINSHED SPOT GRADE ELEVATIONS
PER DRAINAGE PLANS
PROPOSED DRAINAGE FLOW lepoiew. LOT GRADING TYPE A
PROPOSED F.F. PER PLANS - 30.3'
6 —1 r 5.00'
DRIVE
20'
I I IO' UTIL. ESMT.
j•_ I6' ____ 36.00_____ P.C._
WALK
1—N 69*4051 " E
40.00'
SALTMARSH LOOP PLOT PLAN ONLY
50' PRIVATE R/W) PLOT PLAN AREA CALCULATIONS NOT A SURVEY
TOTAL LOT AREA 4.498 t SQUARE FEET
FLATWORK ON/OFF LOT - TOTAL t SQUARE FEET FLATWORK
DRIVE 403/ 110- 513 t SQUARE FEET FOUNDATION/PAD 1.641 t SQUARE FEET
WALKS 69/ 200- 2691 SQUARE FEET REAR PATIO If f SQUARE FEET
FRONT PORCH DECK 99 f SQUARE FEET
SOD 2.1581131 a 2.289 t SQUARE FEET POOL DECK 0 t SQUARE FEET
NOTE: FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PRONGED BY CLIENT • NOr FIELD VERIFIED
CRUSE'NM.ETYETR—SCOTT do ASSOC., INC. — LAND SURVEYORS
1CGCM° LEGEND
5400 E. COLONIAL DR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436
r PLATrICLO PALTIP. POINT ON LINE
TYPICAL NOTM
I.P. IRON PIPE PPZ POGII OF REVCRSC CURVATURE 1. THE UNDERSIGNED DOES HEREBY COMY rHAr THIS SURVEY MDEIS ME STAHA4R05 OF PRACFICE SET rO M BY MOARD EFLORIDABOFIR IRON
ROD POINT Or COMPOUND CURVATURE PAOrESSpMAL SURVEYORS AND YAPPERS W CHAPTER y-17 FLORIDA ADMPGsMnW CODE PURSUANT TO SECTION 472.027. lLORWA SUTUE5 Cx CONCRETE
HONMNT RAG. RADIAL 2. UNLESS ELUBOSSED WIN SuaVEYOAY SICNATIRE ANO ORICWAL RAISED SEAL OOS SURVEY LAP OR COMES ARE NOT VALID. SET I.
R. 112, IFL 72LB 45% NA. W.P.TL HON•RADIAL
WItNCSS POINT
A THIS SURVEY WAS PREPARED FROM E WFDRMARON rURIDSHED r0 THE SURWYOR. MERE MAY BE OTHER AISTRfCT10NS RCC. PAR. RECOVEREDPOINT R
BCG..G CALL. CALCILATCO OR EASEMENTS THAT ArrLC IM PROPERTI•. PAL. POINT
Or COpCNCCNCNT Pt. PCRNANOT RCfCR[NCC UIOIBRICIIT 4. NO UNDERGROUND IMPR&AUINIS HAVE BEEN LOCATED UNLESS Of11ERW15E SHOWN. It CENTERLINE
rI. rINISHCO BOOR CLEVAHON S. TIIIS SURVEY IS PREPARED nW ME SOLE BENEFIT OF THOSE COMIED TO AND SHOULD NOT BE REM UPON BY ANY ODOR ENTITY. NLD NAIL
L OISK uA. Bx BUILDINGSCt1ACX LINE OCNCNIIARIC L
aIIDNSIONS SHOWN FOR THE LAG11011 OF IMPROVEMENTSIIFREOIF SHOULD Nor BE USED TD RECONSTRUCT BOUNDARY LINES. VV CSNT.
RIGHT -Or -WAY CASCHCHT B.
L BASE BEARING 7. BEARINGS. ARC BASED ASSUMED OARAI AND ON THE LINE SHOWN AS BASE BEARING (AB.) DRMN. DRAINAGE
A ELEVATIONS. Or SHOWN, ARE BASED ON NATIONAL CEODEOC VERTICAL. OATLW OF 1929. UNLESS OTHERWISE NOIEO. UtIL. CLIC.
UTILITYCHAIN LINKrCNCC9. CE MXArE OF AUMOMIATION ft 459& vOrG CVB
VannrENCt COHCRCtC BLOCK
SCALE I- 1• . 20 DRAWN Or. P.C.
P.T. POINT Or CRVATII POIRL UT °
r
1ANGCICV
CERTIFIED BY. O'!T Dose. DCSCRIPIION RAARCGIL1N
PLOT PLAN
04-02-2018 1996-18 o C CO.
CWOIOREARING
NORTH A THIS
BUILDING\PROPERTY
DOES NOT LIE WITHIN THE ESTABLISHED 100
YEAR FLOOD PLANE AS PER nRM' ZONE X. MAP
j 12117CM90 F (09-28-07)
r 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.----------------------------------OU IQ,----
Dryer No. No? Nameplate Line Neutral c
Sq
0 •°o
3 0 gRTme,
Dryer Summary Standard 5,000 3,500 # 8 - 1 8 6Optional5,000 3,500 8
Heating and Cooling: Actual Number = 1
Name M? Ph No Amps Volts VA HP Line Neutral
1 M 1 1 27.0 240 -- -- 6,480 ----.0
1 M 1 1 2.0 240 480 0
1 M 1 1 5.0 240 1,200 10
1 1 1 1 27 240 1 6,480 •0Pleat/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
OISP 1 1 120 600 600 600
DISH 1 1 120 1200 1,200 1,200
MICRO 1 1 120 1200 1,200 1,200
WATER HEATER 1 1 18.5 240 4-,440 0OPTPOOL11102402,400 0OPTPOOLHEAT1131240714400
Fixed Appliance Summary Standard 12,960 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
Qther Appl. Phase Amps Volts
0
Max Motor Summary
Standard Only 1,620 0
aa as a=aaaa===aa=a------------._---- -----------------
SUMMARY
Standard Line Neutral
Total Total = 46,657 16,267
Maximum Amperage = 194 68
Service Voltage = 240 Service Phase = 1
Optional LineNeutral Total
Total = 37,422 16,267 Maximum
Amperage = 156 68 Service
Voltage = 240 Service Phase = 1
Ott•
w Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek® RECO0 COPY
RE: P2392AC - Park Sq Hms/Barcelona-2392A_C MITek USA, Inc.
Site Information:
6904 Parke East Blvd.
Customer Info: PARK SQUARE HMS Project Name: P2392AC Model: BARCELONATa F 3or610-4115
Lot/Block: 32 Subdivision: WYNDHAM PRESERVE 40'
G
Address: 3896 SALTVMT.ER LOOP
City: SANFORD MA"W State: FLORIDA
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1
Wind Code: ASCE 7-10 Wind Speed: 140 mph
Roof Load: 40.0 psf Floor Load: 55.0 psf
This package includes 67 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date No. Seal# Truss Name Date
1 T13017989 Al 1/22/18 12 T13018000 C3 1/22/18
2 T13017990 A2 1/22/18 13 T13018001 C4 1/22/18
3 T13017991 A4 1/22/18 14 T13018002 C5 1/22/1
4 T13017992 A5 1/22/18 15 T13018003 C6 1/22/18
5 IT13017993 A6 1/22/18 116 T13018004 C7 1/22/18
6 IT13017994 61 1/22/18 17 T13018005 C8 1/22/18
7 T13017995 B2 1/22/18 18 T13018006 1CJ 1122/18
8 T13017996IT1 B3 1/22118 19 T13018007 CJ1 1122/18
9 3017997 B4 1/22/18 20 T13018008 CJ3 1/22/18
10 IT13017998 1C1 1/22/18 21 T13018009 CJ5 1/22/18
11 T13017999 C2 1/22/18 22 T13018010 I D1 1/22/18
a\311_o1Nc
SANFORD
O'
OARTM
18-1868
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
The truss drawing(s) referenced above have been prepared by MiTek
USA, Inc. under my direct supervision based on the parameters
provided by Mid -Florida Lumber Acquisitions, Inc..
Truss Design Engineer's Name: ORegan, Philip
My license renewal date for the state of Florida is February 28, 2019
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's 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 verity applicability of design parameters and properly incorporate these designs
into the overall building design per ANSI/TPI 1, Chapter 2.
1111IIII//I
J. O'&F l,jp.,.
No 58126
P '.• S TAT E OF
SiS14N AL
lllllt
Philip J. O'Rapaa PE No.S8126
MiTek US& Inc. R. Ce t 6634
6904 Perko East 6Wd. Tampa fL 33610
Date:
January 22,2018
ORegan, Philip I of2
RE: P2392AC - Park Sq Hms/Barcelona-2392A C
Site Information:
Customer Info: PARK SQUARE HMS Project Name: P2392AC Model: BARCELONA - 2392 A or C
Lot/Block: 32 Subdivision: WYNDHAM PRESERVE 40'
Address: 3896 SALTWATER LOOP
City: SANFORD State: FLORIDA
No. Seal# Truss Name Date No. Seal# Truss Name Date
23 T13018011 D2 1/22/18 66 T13018054 M1 1/22/18
24 T13018012 D3 1/22/18 67 T13018055 M2 1/22/18
25 T13018013 D4 1/22/18
26 T13018014 D5 1/22/18
27 IT13018015 I D6 1/22118
28 T13018016 1 D6A 1/22/18
29 IT13018017 I D7 1/22/18
30 IT13018018 JE1 1/22118
31 T13018019 F1 1/22/18
32 IT13018020 F2 1/22/18
33 IT13018021 F3 1/22/18
34 IT13018022 F4 1/22/18
35 IT13018023 IF5 1/22/18
36 IT13018024 I F5A 1/22/18
37 IT13018025 I F6G 1/22/18
38 T13018026 I F7G 1/22/18
39 T13018027 JF8 1/22/18
40 T13018028 I F8A 1/22/18
41 T13018029 JF9 1/22/18
42 IT13018030 I F9A 1/22/18
43 IT13018031 IF10 1/22/18
44 T13018032 F11 1/22/18
45 T13018033 F11GIF12 1/22/18
46 T13018034 1/22/18
47 T13018035 FT1 JL22LI8
48 T13018036 FT2 1/22/18
49 T13018037 FT3 1/22/18
50 T13018038 FT4 1/22/18
51 T13018039 IFT5 22/18
52 T13018040 IG1 1/22/18
53 IT13018041 JG2 1/22/18
54 IT13018042 IG3 1/22/18
55 IT13018043 I G4 22/18
56 IT13018044 H1 1/22/18
57 T13018045 H2 1/22/18
58 T13018046 J2 1/22/18
59 T13018047 J3 1/22/18
60 T13018048 J51/22/18
61 T13018049 J7 1/22/18
62 T13018050 KJ2 1/22/18
63 1T13018051 JKJ3 1/22/18
64 IT13018052 1KJ5 22/1
65 IT13018053 1KJ7 1/22/18
2 of2
Job Truss Truss Type Oy Ply Park Sq Hms/8arcelona-2392A C
T13017989
P2392AC JAl HIP 1
Mid -Florida Lumber, Bartow, FL. e, tju s bep to zut t mt I ex industries, inc. Mon .tan zz 1 cuz:te zute rage i
10:16Ej_2vgrkv4uEJUYC2jFzkFng-BMIhVkOddOLSPb_InBd2YgiK74HKRSwq-4f kgzsgl2
4-9-17 9-0-13 73.4-0 16.10.0 21-1-3 25.45 30.2.0
4-9-11 4-33 4-3.3 3-841 4-3-3 4-3.3 4-9.17
THIS TRUSS IS NOT SYMMETRIC. _
PROPER ORIENTATION IS ESSENTIAL. 44 -
5x8 =
Scale - 1:50.6
4x8 =
6x6 = 7x6 = 7x8 =
7x8 4x6
LOADING (pan
TCLL 20.0
TCDL 10.0
BCLL 0.0 '
SCOL 10.0
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP DSS
WEBS 2x4 SP No.3
SPACING- 2-0-0 CSI.
Plate Grip DOL 1.25 TC 0.96
Lumber DOL 1.25 BC 0.68
Rep Stress Incr NO WB 0.66
Code FBC20171TPI2014 Matrix -MS
REACTIONS. (lb/size) 1-6305/0-3-8. 8=601 1 /Mechanical
Max Hors 1=137(LC 7)
Max Uplift 1=1760(LC 8). 8=1695(LC 8)
DEFL. in loc) Udell Ud PLATES GRIP
Vert(LL) 0.26 9-10 999 240 MT20 244/190
Vert(CT) 0.51 9-10 717 ISO
Horz(CT) 0.12 8 n/a n/a
Weight: 379 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-2.1 or: purlins.
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 1-2--11334/3283, 2-3=11132/3253. 3-4=-7942/2412, 4-5=7114/2203, 5.6 8082/2442,
6-7=-1145413311, 7-8-1164613341 BOT CHORD 1-12=-2894/10137, 11-12=
2435/8601, 10.11=1984/7163, 9.10=2470/8795, 8-9-2946110417 WEBS 2-12=-3381152. 3-
12=822/3036,
3-11=-2227/682. 4-11=-98713309. 5-10=1014/3487, 6-10-2369/708, 6-9=-862/3258,
7-9=-3241152 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 0-7-0 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 (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute 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; Vult=140mph (3-
second gust) Vasd-108mph: TCDL=4.2psf; SCOL-3.Opsf; h=25ft: 8=45ft; L-30f1; eave=oft; Cat. 11; Exp 8; Encl.. GCpi=0.18: MWFRS (
directional): Lumber OOL=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 pal bottom chord live bad nonconcurtent 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 3.641 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 1001b uplift at jolnt(s) except (t-lb) 1-1760.8-1695. 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 lb down and .174
lb up at 2-4-0, 624 lb down and 174 lb up at 4-4-0, 624 Ill down and 174 Ill 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 Ill down and 221
lb upat 15-10.0, 616 Ill down and 209 lb up at 17-10.0, 619 lb down and 210 lb up at 19-10-0, 616 Ill down and 180 lb up at 20.
7-4. 6161b down and 180 Ill up at 22-7-4. 616 Ill 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 lb up at 28-7.4 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. O'Regan
PE No.S6126 MiTek
USA, Inc. FL Cart 4634 6204 Parke
Ent Bhd. Tempe FL 33610 Data:
January 22,2018 Q WARNING - Vadty design
parameters
and READ NOTES
ON TWS AND INCLUDED AaTEK REFERENCE PACE 01110402 ray. I&VU1045 BEFORE USE. Design valid for use only with Mrrak® OonnoCtora.
This design Is based only upon parameters ZhCniM, and is for an kldh4dual building Component, net a truss system. Before use. the building designer
must verify the applicability at design parameters and properly Incorporate this design Into the overall building design. Brstlng Indicated 1s to prevent buckling
of Individual truss web and/or chord members Only. permanent Additional temporary and WwJng MiTek' Is always requiredforStabilityand to preventCollapsewithpossiblepertonalInjuryandpropertydamage. For general guidance regarotng the fabrication. Storage, delivery, erection and bradng of trusses
and truss systems, sea ANSVTPII Quality Crtteds, 03842 and SCSI Building Component 6004 Parke East Blvd. barely Information available from Tn as Plate Institute,
210 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa. FL 36610
L
Job Truss Truss Type Oy Ply Park Sq HmslBarcelona-2392A C
T13017989
P2392AC At HIP 1
Referenot
MID-1•101`141a Lumoer, Bartow, FL. e.tju s sep to zut r hu b eh industries. Inc. man Ban zz I i:uz:tb tine rage z
IO:IUEL2vgrkv4uEJUYC2jfzkfng-BMIhVkOddOLSPb_InBd2YgiK74HKRSwq_4f kgzsgl2
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase-1.25, Plate Increase-1.25
Uniform Loads (plo
Vert: 14-60, 4-5=-60, 5-8=-60. 1-8-20
Concentrated Loads (lb)
Vert: 17--640(F) 18=624(F) 19=624(F) 20=624(F) 21=619(F) 22=619(f) 23v616(F) 24=-611(F) 26-611(F) 26=-616(F) 27=419(F) 28=-616(F) 29z616(F)
30=616(F) 31=616(F) 32=616(F)
AWARNINO • Verify daalgn panmataa and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PA E Mll•T4T3 rev. MAXIM f6 BEFORE USE.
Design valid lot use only with Wake, oonneelots. This design Is based only upon parameters shown, and le for an Individual building Component, hot
a truss $"am. Before use, the building designer must verify the applicability of design parameters and properly Ineorporete this design Into the Overall
building design. Bracing indicated Is to prevent buckling Of IndkAdual hunts wab OrWor cilerd members Only. AddakWW temporary and permanent bracing M!Te k' Is always required tor Stability and to prevent detlapm with possible personal In)ury and property damage. For general guidance togatdfng the
fabrication. Storage, delivery. erecilan and bracing of wssas and true systems, a" ANSIRPII Ousllty Cdterle, 08842 and BCSI Building Component 8904 Parka East Bud.
Safety Information available from Truss Plata Institute. 219 N. Lae Street. Suite 312. Alesendrla. VA 22314. Tampa, FL 366 t0
Job Truss Truss Type Oy Ply Park Sq Hms/Barcelona-2392A C
T13017990
P2392AC A2 HIP 1 1
b Reference (optional)
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MITek Industries, Inc. Mon Jan 22 11:02:18 201a Page 1
ID:ItiEL2vgrkv4uEJUYC2ifzkfng-BMIhVkOddOLSPb InBdZYgIOg4L3RV5q_4F kgzsglZ
6.3.4 1244 18-2-0 23.10-12 30.2-0 31-24
6.3.4 54-12 6-2-0 541-12 ( 64.4 1-00-0
Scale - 1:51.8
Sx5 =
5x5 =
12 11 '- a e
3x4
1x4 II 3x4 = 3x4 = 3x6 = tx4 11 3x4
8 3 4 124W 18-2 0 1 1 23.10.12 30.2-0
512 6.2.0 5-0-12 6-3.4
LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.05 12-15 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.11 12-15 >999 180
BCLL 0.0 Rep Stress Inv YES WB 0.46 Horz(CT) 0.02 9 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 152 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.5.11 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORO Rigid ceiling directly applied or 6.0-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-9
REACTIONS. (lb/size) 1-587/Mechanical, 9=1575/0.3.8, 6-312/0-3-8
Max Horz I= I32(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)
FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=956/312, 2-3=-4241198. 3-4=0/407, 4-5=78/539, 5-6-2711136
BOTCHORD 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; Vuft-140mph (3-second gust) Vasd-108mph: TCDL=4.2psf; BCDL-3.Opsf: h=25ft; B=45ft; L=30ft; eave=4ft; Cat.
11; Exp B; Encl.. GCpi=0.18: MWFRS (directional) and C-C Exterior(2) G-" to 3.0.3. Interior(1) 3-0.3 to 12-0-0. Exterior(2) 12-0-0 to
22-5.3, Interlor(1) 22-5-3 to 31-2-0 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, with BCDL = 10.0psf.
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($) except (t=1b)
1-143, 9-365, 6=109.
WARNING - Verity daslgn paratnateta and READ NorEs oN rNS AND INCLUDED serEK REFERENCE PAGE Ml1.7473 rev, 100,V101S BEFORE USE.
Design valid tot we only with MlTakll canneelors. This design Is based only upon parameters shown, and Is lot 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
bubding design. Bracing Indicated Is to prevent buckling of Individual true web and/or chard members only. Additional temporary and permanent tracing
Is always required tot stability and to prevent collapse with possl0le personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, Ne ANSMI1 Quality Criteria, OSS42 and SCSI Building Component
Shay Infortnadon available from TtraS Plata Institute, 216N. Lee Street. Suite 312. 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.ORegan PE No.88128 MiTek
USA, Inc. FL Cad 4831 880a
Pepe East Blvd. Tamps FL 33810 Date:
January
22,2018 MiTek'
6904
Parka East Blvd. Tampa.
FL 36610
Job Truss Truss Type Oty Park Sq Hms/Barcelona-2392A C
T13017991 IP2392ACA4HIP1Ipty, 1
b of a o o all
Mid-Flodda Lumber, Barlow, FL. 8.130 s Sep 15 2017 MfTek Industries, Inc. Mon Jan 22 11:02:19 2018 Page 1
IO:IUEL2vgrkv4uEJUYC2ifzkfng-fYs3i4PFOTJOIZxKu8o52EC)UgyAIE_Ok7XGGzsq 1 Y
5.9.4 110-0 151-0 19.2-0 24.4-12 30.2-0 31-2-0
n
5 9 4 5 2-12
i
4-1-0 4.1-0
I
5 2-12 5-9 4 11-00-0
I
Seale - 1:51.2
4x4
3x4 = 4x4
3 22 4 235
13 12 " -- - 10 V
30 = 1x4 II 3xS =
3x4
3x3 = 1x4 II 3x4 =
LOADING (psf) SPACING- 2.0-0 CS1. DEFL. In (loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip OOL 1.25 TC 0.45 Vert(LL) 0.09 10-12 >999 240 MT20 2441190
TCOL 10.0 Lumber OOL 1.25 BC 0.47 Vert(CT) 0.18 10-12 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.79 Horz(CT) 0.02 10 n/a Tile
SCOL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 156 lb FT = 20%
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 direly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 1.817/Mechanical, 10-1595/0-3-8. 7=262/0-3-8
Max Harz 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(LC1).7-318(LC22)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=1039/351, 2-3=-5451234. 3.4=4131257, 4-5-301470, 5-6-981572
BOT CHORD 1-13=2341892. 12.13=2341892
WEBS 2-12=-6451255, 4-12--161/570, 4-10-884/336, S-10=475/195, 6.10--546/254 NOTES- 1) Unbalanced roof
live
loads have been considered for this design. 2) Wind: ASCE 7-
10: Vult-14Omph (3-second gust) Vasd-108mph; TCOL=4.2psf: BCDL-3.Opsf: h-25ft; B-45ft; L-3011t; eave=oft; Cat. It: Exp B: Encl..
GCpt=0.IS: MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-3. Interlar(1) 3-0.3 to I I-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 & MWFRS for reactions shown; 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 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 tell 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 ioint(s) 7 except at -lb) 1.151, 10-367.
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. aRegin PE
No.56126 LITak USA, Ina FL
Cert4634 6904 Parke Ent Blvd.
Tampa FL 336f0 Date: January 22,2018
Q
WARNING - Verify design
parameters and REAO NOTES ON THIS AND INCLUDED OM REFERENCE PAGE MI47473 rev. 1I01XU20/5 BEFORE USE. Damon valid for use
only with MRek® connectors. This design Is based only upon parameters shown, and is for an Individual building Componetd, not a truss system. Before
use, the building designer must verity the applicability of design parameters and property Incorporate this demon into the overall brlding demon. Brsctng Indicated
Is to prevent buCkllnp a trelvldual truss web and/or CMtd members only. Additional temporary and permanent tracing Welk' Is sways required forstabilityandtopreventCollapsewithpossiblepersonalInjuryandpropertydamage. Fa general guidance regarding the fabrlcatlan, storage, delivery, erection
and bradng of trusses and trues systems, as ANSIRPil Quality Cdtsda, DS1342 and SCSI Building Component 6204 Parke Past Blvd, Sally IntormaUan available from
Truss Plate Institute, 210 N. Lee Street, Suits 312, Alexandria, VA 22314. Temps, FL 36610
Job Truss Truss Type oy Park Sq Hms/Bareelona•2392A C
IPly T13017992
P2392AC AS HIP 1 1
b Reference (ontionall
Mid-Flodds Lumber, Bartow, FL. B.130 a Sep 15 2017 M -rek Industries, Inc. Mon Jan 22 11:02:20 2018 Page 1
ID:IUEL2vgtkv4uEJUYC2iFzkFng-7kORwOOt90bAeu87udIdFnniuxUvOX7SOk4oizsq 1 X
4.9.4 9-0-0 15.10 21.2.0 25.4-12 30-2-0 31-2Q
1
4.91 4.2.12 6.1.0 8.1.0 4.2-12 4-9.4 1-0.01
Scale - 1:51.2
4x4 =
3x8 = 4x4
3 21 22 4 23 24 5
Md
d
04
3x8 =
4x4 = 1.5x4 II 3x8 = 3x8 =
944 i 15.1-0 18-10-0 21-21 30.2-0
9-0-0 6-1-0 3.9-0 2.4.0 9.0.0
LOADING (pat) SPACING- 2-0-0 CSI. DEFL. In loc) Udell Ud PLATES GRIP
TOLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vart(LL) 0.16 9-19 864 240 MT20 2441190
TCOL 10.0 LumberOOL 1.25 BC 0.83 Vert(CT) 0.38 9-19 367 ISO
BCLL 0.0 Rep Stress Inv YES WB 0.53 Horz(CT) 0.07 7 n/a n/a
SCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 149 lb FT - 20%
LUMBER -
TOP CHORD 2x4 SP No.2
SOT CHORD 2x4 SP No.2 'Except
7-12: 2x4 SP No.1
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 1=1070/Mechanical, 7-1046/0-3-8, 10=358/0.3-8
Max Horz 1=101(1-C 10)
Max Uplift 1=-253(LC 12). 7=-276(LC 12). 10= 87((-C 12)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-9-10 oc purlins.
BOT CHORD Rigid ceiling directly applied or 7-10-4 oe bracing.
FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1979/709, 2-3=1679/593, 3.4=1457/578, 4-5=1243/503, 5.6=1445/511.
6-7-17571632
BOT CHORD 1-13=-563/1748, 11-13--411/1567, 10-11=-411/1567, 9-10=-411/1567, 7-9=-503/1556
WEBS 2-13=-346/225, 3.13=-105/478, 4-13=-262/75, 4-9-503/176, 5-9=-641405,
6-9-364/233
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=4.2pst BCDL=3.Opsf; h=25R; 8=45f1; L-30f1; eave=4ft; Cat.
II; Exp S; 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. Interior(1) 25-6-11 to 31-2-0 zone;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 2-0.0 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 100 Ito uplift at Joint(s) 10 except (it=1b)
1=253, 7=276.
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.
Pkillp J. &Regan PE No.68126
MITek USA, Ina. FL Cart 411U
6904 Parke East Blvd. Tampa FL 33610
Oat#:
January 22,2018
QWARNNIQ . Verify deafgn parameters and READ NOTES ON ndS AND INCLUDED INTEK REFERENCE PAGE a111403 rev. I&V W815 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 "am. Before use, the budding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
budding design. Brsdng Indicated Is to prevent buckling of Mvldual trusa web and/or chord members only. Additional temporary and permanent bracing M iTe k' Is always r"utred for Nabdky and to prevent cel4pse with possible personal Injury and property damage. For general guidance regarding the
fatxkelion. Storage, delivery, aredkn and brsdng of trusses and truss systems, see ANSVTP11 Dually Criteria, 08842 and SCSI Building Component 9904 Parke East Siva.
Safety tMormadon avallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 366 to
b Truss Truss Type oty Ply ParkSqHms/Barcelona•2392/LCT1J017993
392ACrP2 Arf HIP 1 1
0 0 o al
Mid -Florida Lumber, Banow, FL. 8.130 s Sep 15 2017 Mrrek Industries, Inc. Mon Jan 22 11:02:22 2018 Page 1
10:ItiEL2vgrkv4uEJUYC2ifzkfng-37YCK6R7gdruiCHWOOhVigs3ThfSN8hOvhDBtbzsq 1 V
1-0-0111$-0 ( 15 1-0 23.2-0 261212 I 1:2'0
1-0-0 3 9 3 2.12 44-0 3-7-0 3.7-0 44-0 3-2-3.9 4 1-0-01
THIS TRUSS IS NOT SYMMETRIC.
PROPER ORIENTATION IS ESSENTIAL.
US =
1.Sx4 11 4x8 = 1.5x4 11
4 24 255 26 a 27 7 28 29
4x8 =
Scale - 1:52.4
3x4 3x4 = 4x8 =
3x4 = 1.5x4 II axe = 3x4 = 3x4 =
7-0-0 114-0 15 1-0 19 8-0 18 4 23 2-0 30 2-0
7-0-0 4411 3.7-0 3.7-0 4-5.12 7-"
LOADING (psf) SPACING- 2-0-0 CSL
TOLL 20.0 Plate Grip OOL 1.25 TC 0.74
TCOL 10.0 Lumber OOL 1.25 BC 0.61
BCLL 0.0 Rep Stress Incr NO WB 0.94
BCDL 10.0 Code FBC2017frPI2014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 Except'
10-15: 2x4 SP NoAD
WEBS 2x4 SP No.3
DEFL. In (loc) Udell Ud
Vert(LL) -0.06 17.20 >999 240
Vert(CT) -0.1417-20 >999 180
Horz(CT) 0.03 10 n/a n/a
PLATES GRIP
MT20 2441190
Weight: 161 lb FT - 20%
BRACING -
TOP CHORD Structural wood sheathing direly applied or 4-1-7 oc purling.
BOT CHORD Rigid ceiling directly applied or 9.0-4 oc bracing.
REACTIONS. (lb/size) 2-106510-3-8. 13-3024/0-3-8, 10=34710-3-8
Max Horz 2=82(LC 7)
Max Uplift 2=324(LC 8). 13=-887(LC 8), 10-113(LC 8)
Max Grav 2=1074(LC 17), 13=3024(LC 1), 10-366(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1897/557. 3-4=-16861606, 4-5=- 11551389. 5-6-11551389, 6-7=285/1172, 7-8=-28511172, 9.
10=356199 BOT CHORD 2-17--430/1674, 16-17-
356/1491, 10-12=-23/305 WEBS 3-17=-277/108,4-17--73/
641,4-16=-443/116, 5.16= 490/251, 6.16=-389/1307, 6.13=-1929/561, 7-13=-513/268,
8-13=1565/445, 8-12=75/644, 9.12=-280/119 NOTES- 1) Unbalanced roof live loads have been
considered
for this design. 2) Wind: ASCE 7-10: Vult=140mph (3-
second gust) Vssd-108mph; TCDL=4.2psh BCDL-3.Opsf; h-25ft; B-45ft: L-30ft; eave=oft; Cat. 11; Exp 8; Encl.. GCpi=0.18; MWFRS (
directional); 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 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 This item has been will rd between the bottom Chord and any
other members. electronically Signed and 6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=Ib) sealed by ORegan, Philip, PE 2-324. 13=887, 10=113. 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 lb up at 17-1-4. 97 lb down and 106 lb up at 19.1-4, and 97 lb down and 106 lb up at document are not considered 21-1.4. and 1891b down and 206
lb up at 23-2-0 on top chord, and 327 lb down and 97 lb up at 7.0-0. 66lb down at 9-0-12, 66 lb signed and sealed and the down at 11-0-12, 66lb down at
13-0-12, 66Ib down at 15.1-0, 66 Ib down et 17-14. 66lb down at 19.1.4, end 661b down at I nature must be verified signature 21-1-4, end 327 Ib downand97Ibupat23-1-4 an bottom chord. The designiselection of such connection devices) is the 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.0'Ragan PE No.68126 MiTek USA, Ina. FL Cart 4634 LOAD CASE(S)
Standard 6204 Parke Ent Blvd. Tampa
FL 33610 1) Dead + Roof live (balanced): Lumber Increase-1.25.
Plate Increase-1.25 Date: January 22,2018 AWARNING - Vrlfy design parantanrs and READ
NOTES ON THIS
AND INCLUDED aeTEK REFERENCE PAGE MO.7472 rev. 10 0212015 BEFORE USE. Design valid far use only with M(Tek b
COnneUars. 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
verify the applicability of design panametera and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of
individual truss web and/or chord members Cray. Additional temporary and permanent bracing Welk' Is always required for stability and to prevent collapse
with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, deMery. erection and bracing of trusses and
truss systems, age ANWMII Duality Criteria, 09641e and SCSI Building Component 8804 Parke Fast Blvd. Safety Information available from Traps Plate Institute. 218 N.
Lee Street. Suite 312, Alexandria. VA 22314. Tamps, FL 381110
b Truss Truss Type Ory Py Pafk Sq HmslBarcelona-2392ACT13017993
392ACrP2 JAB HIP 1 1
all
Mid-Flodda Lumber, Bartow, FL. e.i m a Sep f a zu i r mff es atausmes, roc, man Ban zz i i:ucca zv rb rage z
ID:IUEL2vgtkv4uEJUYC2jFzkFng-37YCK6R7gdrutCH VvWhViigs3ThfSNBhOMDBlbzsq 1 V
LOAD CASE(S) Standard
Uniform Loads (plf)
Vert: 1-4=60, 4-8=-60, 8-11-60, 18-21-20
Concentrated Loads (Ib)
Vert: 4=-142(F) 8=142(F) 1S=-41(F) 17=327(F) 14=41(F) 6=-97(F) 12=-327(F) 24=-97(F) 25-97(F) 26=97(F) 27=97(F) 28=97(F) 29=97(F) 30=-41(F)
31=-41(F) 32=41(F) 33=41(F) 34=-41(F)
AWARNING. VerHy design panmaten and READ NOTES ON Ties AND INCLUDED a11TEK REFERENCE PARE M94171 rev. fdaWdIS BEFORE USE.
Design valid for use only with MRek® mhileaors. This design Is based only upon parameters shown, and It for an IMMaual building eomponam, no
a truss system. Before use, the building designer must verity the appltabikty of design parameters and properly incorporate this design Into the overall
bubding daslgn. Bradnp IndleMad le to prevent buckllrtp of IndMdusl truss web and/or dlero members Bay. Addelaal temporary and permanent bracing M iTe k' Is always required for stability and to prevent collapse with possible personal btprry and property damage. For general guidance regarding the
fabrication, storage, delivery, erection are bracing of trusses and truss systems, sea ANSVrPII Quality Criteria, 081349 and SCSI Building Componam 6904 Parka East Blvd.
Safety Information available from Trust Plate institute. 218 N. Lee West. Suite 312. Alexandria. VA 22314. Tampa. FL 36610
Job Truss Truss Type Oty Ply Perk Sq Hms/Barcelona-2392/LC
T13017994
P2392AC B1 SPECIAL 1
Job Reference ioatkmall
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 Mfrek Industries. Inc. Mon Jan 22 11:02:23 2018 Page 1
10:ItiEL2vgrkv4uEJUYC2jFzkfng-XJ6eYRSmRxz[VMslZkCkfuPB85zZSdXZBLzIP Izsq 1 U
1-0-0 4.4.11 5-0.15 8.2.13 12-1-0 t -7 14.5.4 11""1 19.2.4 21-8-4 24-4-0
1-0-0 4 4-11 1-2.4 2-7-15 3-10-3 1.9-12 2-0-0 2.3-0 2A-0 2-7-12
1.Sx4 =
1.5x4 11
5 1.5x4 II
Scale - 1:43.1
3x4 = .2x4 11 ex10 = 2x4 11 axe = 2x4 11 2x4 11 axe = 3x4 11
4-4-11 5815 8.2.13 12-1-0 1 •7 14-5.4 I11 1.4 19.2.4 LIZ 24.4-0
14.11 1.2.4 2.7.15 3-10.3 1-9.12 2$-0 2-3-0 28-0 2.7.12
LOADING (psf) SPACING- 2 0 0 CSI.
TCLL 20.0 Plate Grip DOL 1.00 TC 0.94
TCOL 10.0 Lumber DOL 1.00 BC 0.74
BCLL 0.0 Rep Stress Incr NO WB 0.96
BCDL 10.0 Code FBC20171TPI2014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2 'Except'
6-11: 2x4 SP No.1
aOT 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, 2-144810-8-0
Max Harz 2-187(LC 12)
Max Uplift 12=79(LC 12), 2-176(LC 12)
Max Grav 12=1972(LC 2), 2-1518(LC 17)
DEFL. in (loc) Vdefl Ud
Vert(LL) -0.4216-17 >697 360
Vert(CT) -0.80 16-17 >361 240
Horz(CT) 0.06 12 Me n1a
PLATES GRIP
MT20 2441190
MT20HS 1871143
Weight: 314 lb FT - 20%
BRACING -
TOP CHORO Structural wood sheathing directly applied or 2-1-8 oc pudins,
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=-2898/684, 3-4=-26311854. 6-7=-1159012868, 7-8=-11590/2868, 8-9=896211904. 9-10=4075f761,
10-11=-4075/751, 11-12=16801305 BOT CHORD 2-
19=778/2579, 18.19=778/2579, 17-18=3038/11202, 16-17=-3126/11496, I S-16=-
1904/8962. 14-15=-190418962. 13-14=-190418962. 12-13-551303 WEBS 6-17-6171223, 7-
16--586/168, 8-15-10281309, 9-14=-32911286, 6-16=335/401, 8-16=-1033/2814. 11-13=-746/4039. 9-13=5268/1235, 4-
18=940/3539. 6- 1 8=9284/2467, 3.18=3391130. 4-6=347111012 NOTES- 1) 2-ply truss to be
connected together with IOd (0.131"
xX)
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 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; Vuh=140mph (3-second gust) Vasd-108mph; TCOL-
4.2psf; BCOL=3.Opsf; h=15ft: 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. Interior(1) 2-0.0 to 11-11-4, Exterlor(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. 8) All plates are MT20
plates unless otherwise indicated. 7) This truss has
been designed for a 10.0 pal 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 (jl=lb) 2=176. 10) 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.68126 MITek USA,
Ina. FL Carl 4634
6904 Parke East Blvd. Tampa FL 31610
Oat#: January 22,2018 CO2 Y1w"
l- VI& design parameters and READ NOTES
ON
Ties AND INCLUDED
A01Elf REFERENCE PAGE 11119.7472 ray. /00112013 BEFORE USE. Design valid for use only with MfTek* conneciors. This design Is based only
upon parameters on&". end Is for an frMrMual building component. not a truss "am. Before use. the bu2ding designer must verlry the applicability Of
design parameters end property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Indlvldual truss web and/
or chord members aft. Additional temparary and permanent bracing M iTe k' Is always required for stability and to prevent collapse with possible personal Injuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss "ams, sea ANSVrPll
Quality CMadp, 08829 and SCSI Building Component 6204 Parka East Bid. Safety Informadon available from Truss Plata InstitNe. 218 N. Lee Street. Suite 312.
Alexandria. VA 22314. Tampa. FL 36610
Jab Truss Truss Type Oty Ply Park Sq Hms/Harcelona-2392f_C
T13017994
P2392AC B1 SPECIAL 1 2 iall
Mkt-Flonda Lumber, MIXON. FL. a. lou a zap tz sv 11 mr i ore amusuiaa, am. mun aan cc 1 vc.ca a io raga s
ID:ItiEL2vgrkv4uEJUYC2jFzkfng-XJBaYRSmRxzfVMsi2kCkfupa85z25dXZSLzIP t zsq 1 U
LOAD CASE(S) Standard
1) Dead + Root Live (balanced): Lumber Increase-1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-5-60, 6-11=90, 2-12=-20
Concentrated Loads (lb)
Vert: 25=706
Q WARNING - Warily, design Paramafarere sad READ NOTES ON THIS AND INCLUDED aaTEK REFERENCE PAGE Ma-74?3 rev. 9&V3 M15 BEFORE USE.
Design valid for use only with MtTak® connectors. This design Is based only upon parameters shown, and Is for an IndhMual building component, not
a trust system. Before use, the bullding designer must verify, the apparAbisty of design parameters and properly Incorporate this design Into the overall
building design. Bracing ind"ed Is to prevent buckling of Individual tone web anmor Nord members onty. Additional temporary and permanent bracing Welk' Is always required for stability and to prevent COUP" with possible personal Injury and property, damage. For general guldanca regarding the
fabrkatbn, storage, delivery, erection and bradng of trusses and truss systems, see ANSIRPI1 Quality Criteria. OS049 and BC81 Building Component 6904 Parka East Blvd.
Safety Information available from Truss Plate Institute, 216 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq HmslBarcelona-2392A C
T13017295
P2392AC 82 SPECIAL 1 2 b e e ao al
Mid-Flodda Lumber. Bartow. FL. a.130 s Sep 15 2017 MiTek Industries. Inc. Mon Jan 22 11.02:24 2018 Page 1
ID:IIiEj 2vgrkv4uEJUYC2jFzkFng•7Wgy1nTOCE5c7WRu7Rjzo5yMsVKbg4UjN?ilxTzsglT
1-0-0 5-9.4 11-0-0 12-7-8 14-11-12 175.12 19.2.4 21-8-4 24.40
1-0-0 5-0-4 5 2-72 1.7 8 244 2 8-0 1 8.8 2.8 0 2.7-12
Scale a 1:43.1
5iB -
24 II
4 5
3x4 =
du w u ro ra 12
20 II 44
5x10 = 4x4 11 5xe = 2x4 II 2x4 II axe = 3x4 II
1
5-94 ( 11-0-0 12.7.8 i 14-1 17-5-12 i 19.2.4 21-8-4 ( 24 4-0 1
5 94 5 2.12 1-7-0 2 4 4 2 &0 1$ 8 2.8.0 2-7-12
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip OOL 1.00 TC 0.94 Vert(LL) 0.45 18-17 >650 360 MT20 2441190
TCOL 10.0 Lumber DOL 1.00 BC 0.69 Vert(CT) 0.87 16-17 >334 240
BCLL 0.0 Rep Stress Ina NO WS 0.98 Horz(CT) 0.06 12 n/a n/a
BCDL 10.0 Code FSC2017frP12014 Matrix -MS Weight: 301 Ib FT - 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-14 oc purlins,
BOT CHORD 2x6 SP No.2 *Except' except end verticals.
12-19: 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 9-IG-1 oc bracing.
WEBS 2x4 SP No.3 'Except'
5.17.4-18.6.18: 2x4 SP No.2
REACTIONS. (lb/size) 12-1597/0-4-0, 2-14561"-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=-3046/702, 3-4=2350/542. 6-17- 437/191. 6-7-11474/2937, 7-8=-1147412937.
8-9=8986/2008, 9.10=-4121/818, 10-11-4121/818. 11-12=-16841329
BOT CHORD 2-20-98212813. 18-20=982/2813. 17-18-3332111833, 16-17=-3590112573, 15-16=200818986, 14-15 2008/8986, 13.14=2008/8986, 12-13=-581301 WEBS
3-20=-361380, 3-18=-747/283. 4.18=204217526. 4-6=-6957/2050,
6-18-11674/3135. 7-16=-363/44, 8-15=1006/318, 9.14=-356/1336, 6-16=-12711699.
8-16=99412665. 11-13=-814/4091. 9-13-5211112 75 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, Except member 18-
6 2x4 - 1 row at 0-7-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (
F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute 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: Vuit=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf:
BCDL-3.Opsh h=15ft: 8=45ft: L=24ft; eave=oft: Cat. It: Exp 8; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exlerior(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, Interlor(1) 12-6-12 to 24-2-4 zone;C-C
for members and forces 8 MWFRS for reactions shown: Lumber OOL=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 Irties to bearing plate capable of withstanding 100
lb uplift at joint(s) 12 except (It -lb) 2=166. 9) Hanger(s) or other connection device(s) shall be provided sufficient to
support concentrated
load(s) . The design/selection of such connection device(s) Is the responsibility of others. 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 MAIM MITek USA,
Inc. FL Cart 6634
6904 Parke East Blvd.
Tampa FL 33610 Date: January
22,2018 L0A%WfIAVaS) a69 psrsmsnrs
and READ NOTES ON THIS AND INCLUDED
WTEK
REFERENCE PAGE Ara•
7473 rev. fde212016 BEFORE USE. Oealpn valid for use only with Weida, connectors. This design Is based only upon parameters
shown, and Is for an Individual building Component, rat a truss system. Before use, the building designer must verify, the applicability of design parameters
and property InctuporsU this design Into the overall budding design. Bracing Indicated is to prevent bucgtng a Individual truss web andIor chord members
only. Adddlonel temporary end permanent WWI" Welk' is always repuked for stability and to prevent collapse with possible personal Inpdy and property, damage. For general guidance regarding the fabrkatlon, storage, delivery, erection and bracing of trusses and truss systems, ails ANSIRPII Quality CrtteAa,
OS842 and SCSI Building Component 6904 Parke Fast Blvd. Safely Information available from Truss Plata Institute. 219 N. Lee Street. Suite 312. Alexandria. VA
22314. Tamps. FL 3WI0
Job Truss Truss Type Dy Ply Park Sq Hms/Barcelona-2392A C
T13017995
P2392AC 82 SPECIAL 1
e Reference foolionall
Mid -Florida Lumber, Bartow, FL. S.13O S Sep 15 2017 M11ek Industries, Inc. MOO Jan zz I I M224 2015 YBQe z
ID:ItiEL2vgrkv4uEJUYC2jFzkFng-7Vv(ylnTOC&V1Ru7Rjzo5yMsVKbg4UjN7ilxTzsg1T
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (pin
Van: 1-4-60, 4-5=-60, 6-11=90, 2-12=20
Concentrated Loads (lb)
Vert: 6=706
AWARMNO - Verh y design paremafrs and READ NOTES ON MS AND INCLUDED MTEX REFERENCE PAGE M67g1 rw. 14011 0Is BEFORE USE. Design
valid for use only with UFTar® connaaors. This design Is based only upon premebers Shawn, and IS far an IndkMust building component, not a
Inks system. Before use, the building designer must verify the applicability or design parameters and property Incorporate this design Into the overall building
design. Bracing Indicated Is to prevent buckling of Individual (MS web andlr tlaM nlamben only. Addslorul temporary and permanent bracing Welk' IsalwaysrequiredforstabasyandtoproverscollapsewonpossiblepersonalInlwityandpropertydamage. For general guidance regarding t fabrication, storage,
deMary, reabn are bracing of trusses and wits systems, sea ANSIRPI1 Quality Cdtarla, OS628 and SCSI Building Component 8904 Pane East Bind. Safety Information
available from Tens Pula Institute. 218 N. Lida Slyer. Suite 312, Alexandria. VA 22314. Tamps. FL 36610
b Truss Truss Type Oty Ply Perk SitHms/Barcelona-23921_C
T13017996
392ACrP2 83 SPECIAL 1 2 re all
Mid -Florida Lumber, Barlow, FL. a.130 a Sep 15 2017 MfTek Industries, Inc. Mon Jan ZZ 11:02:20 Zulu Page 1
ID:16Ej_2vgrkv4uEJUYC2jFzkFng-TiDKz7UOzYDTkg05h9FCK1UXTvfvZYGsbfSrTwzsq 1 S
1JA0 4-9 4 9-0-0 12.7.8 14-11-12 17.5-12 19.2.4 21.8 4 24-4-0
1-0-0 4.9.4 4.2.12 3.7-8 2Z 243-0 1.8.8 26-0 2.7.12
4x8 =
4 24
1.5x4 II
25 5
Scale - 1:43.3
3x4 = 2.4 II 8x10 = 4x4 II 5x8 = 2x4 II 2x4 11 axe = 3x4 11
LOADING (psf)
TCLL 20.0
TCOL 10.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.00
Lumber DOL 1.00
Rep Stress Ina NO
Code FBC2017rTP12014
CSI.
TC 0.96
BC 0.75
WB 0.95
Matrix -MS
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
In (loc) Ildefl L/d
0.42 16-17 >699 360
0.80 16-17 >361 240
0.06 12 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 295 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 1-11-5 oc purlins,
BOT CHORD 2x6 SP OSS -Except- except end verticals.
2-18: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3'Except*
6-18: 2x4 SP No.2
REACTIONS. (lb/size) 12=1597/0.4.0, 2=1456/041-0
Max Horz 2=263(LC 12)
Max Uplift 12=-90(LC a). 2-178(LC 12)
Max Grav 12-1981(LC 17). 2=1 547(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2988/757, 3.4=-2716r703, 6-17--507/205, 6.7-11386/2822, 7.8=1138612822. 8.9=8918/
1931, 9.10--4095r788, lO-1 l-4095n88, 11-12=-1674/318 BOT CHORD 2-
19=-96312751. 18-19=-96312751. 17-18=-3207/11635, 16-17-3415/12316, 15-16=-1931/
8918, 14-15=1931/8918, 13.14-1931/8918, 12-13-56/299 WEBS 3.18=
354/158, 4-18=-870/3322, 4-6=3259/992, 6-18=9508/2471, 9-14=-341/1325, 8-15=1007/
308, 7-16=-342138, 6-16-1173/634, 8-16=955/2643, 11-13-784/4065, 9.13=-5165/
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. Thisitem has been Webs connected as
follows: 2x4 - I row at 0-9-0 or.. electronically signed and 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 sealed by ORegan, Philip, PE ply connections havebeenprovidedtodistributeonlyloadsnotedas (F) or (B), unless otherwise Indicated. using a Digital
Signature. 3) Unbalanced rooflivebadshavebeenconsideredforthisdesign, 4) Wind: ASCE
7-10; Vul1=140mph (3-seoond gust) Vasd=108mph: TCOL=4.2psf; BCOL=3.0psf; h=15ft: 8=45R: L-24ft: eave=oft; cat. Printed copies of this It: Exp 8:
Encl.. GCpl=0.18: MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0-0, Interior(1) 2-0.0 to S-0.0. Exterior(2) 9-0-0 to document are not considered 12-0.0.
Interior(1) 12-5-12 to 24-2.4 zone:C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL-1.60 plate grip signed and sealed and the orov 5) Provideide
adequate
drainage to prevent water ponding. 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 J.ORegan PE No.66126 will fit between
the bottom chord and any other members. Wak USA, Inc. FL Cart 6634 8) Provide mechanical
connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except at=1b) OU Parke East Blvd. Tampa FL 33610 2=1713. Date:
9) Hanger(s)
or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such January 22,2018 connection device(s) Is the responsibility of others. LO ,WN1rllKWVwnpn P.
ramataraand READ NOTES ON fries AND INCLUDED a07EK REFERENCE PA E M0-7173 r«. 1d03r70fa BEFORE USE. Design valid for
use only with MiTek® connectors. This design Is based orgy upon parameters shown, and is for 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 [he overall building design. Bracing
indicated Is to prevent buckling of Individual trust web andfr chord members only. Additional temper" and permanent bracing M iTe k' Is always requltedforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. Far general guidance regarding the tabricatlo t. Storage,
delivery, erection and breWlp of trusses and truss systems, sea ANSUTPIt Quality Criteria, OS842 and SCSI Building Component 6904 Parka Fast Bind. Safety Information avallable
from Truss Plata Institute, 218 N. Lee Street, Sues 312. Alexandria, VA 22314. Tampa, FL 38610
Job Truss Truss Type Oy Park Sq Hms/Barcelone-2392A CJPIY T13017998
P2392AC B3 SPECIAL 1 n
Referenceo i a
Mid-Flodda Lumber, Bartow, FL.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase-1.00, Plate Increase-1.00
Uniform Loads (pin
Vert: 1-4-60, 4-5=-60, 6-11=90, 2-12=-20
Concentrated Loads (lb)
Vert: 6--706
a.t3o s sap 15 zon mtrek inaustnes, inc. mon Jan zz 1 i:oz:za zota rape z
ID:I(iEL2vgrkv4uEJUYC2jFzkFng-TiDKz7U0zYDTkp05h9FCKIUXTvfvZYGsbfSrTWcsq IS
AWARNINO - Verify deafen parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE af0.7473 rev. 14MMOIS BEFORE USE.
Design valid for use only with MfTak® connectors. This design Is based only upon parameters the". and Is for an Individual building component, not
a truss "am. Before use, the budding designer must verity the applicability of design parameters and property Incorporate this design Into the overall
budding design. Bracing indicated Is to prevent buckling of Individual trust web and/or Chard members only. Additional temporary and permanent bracing M iTe k' Is always requited far debility and to prevent collapse with possible personal Injury and property damage. For general guidance regarding nil
fabrication, storage, delivery. erection and bracing of trustee and truss systems, sea ANSVTPII Quality Criteria. DS842 and SCSI Building Component 9904 Parke East Blvd.
Safety Infonmadon available ham Tens Plate Institute. 218 N. Lae Street. Suda 312. Alexandria, VA 22314. Tempe, FL 36810
Job Truss Truss Type oty Ply Park Sq HmwBarcelona-2392A_C
T13017997
P2392AC B4 SPECIAL 1
Reference (oi Mid-
Flodda Lumber. Bartow, FL. e.130 s Sep 15 2017 mTek Inaustnes. Inc, mon Jan 22 11:62:26 Zults rage 1 ID:
IUEj_2vgrkv4uEJUYC2ifzkfng-yuniATVeksLKMpbHFsmRtW 1IbJ_xl2K9gJBPOMzsq 1 R 1
3.9.4 i 7-0-0 9.11$ ( 12.7.6 i 14.11-12 i 17.5.12 1 ta2 21•fL4 24.4-0 1-
0-0 3.9.4 3.2.12 2.11.8 2.8.0 2r1 2A•0 1•B-8 2$-0 2-7-12 Scale -
1:43.3 4x6 =
4x6 =
2x4 II 4
25 5 28 a 3x4 =
2.4 II 3x4 = 4x6
4x4 II Sx8 = 2x4 11 2x4 11 6xIO = 3x4 II 700 =
1
3-
9.4 1
7-0-0 9-11 8 12.7-8 i 14.11.12i 17-5-12 19.2-4 1 21.8.4 1 244-0 3-
9 3.2-12 2.11•B 2-8-0 2.4.4 2.8-0 tA-B 280 2.7-12 LOADING (
psf) SPACING- 2 O-0 CSI. TOLL
20.0 Plate Grip COL 1.00 TC 0.92 TCDL
10.0 Lumber DOL 1.00 BC 0.83 BCLL
0.0 ' Rep Stress Incr NO WWB 0.77 BCDL
10.0 Code FBC2017frP12014 Matrix -MS LUMBER -
TOP
CHORD 2x4 SP No.2 *Except' 7-
12: 2x4 SP No.1 BOT
CHORD 2x6 SP OSS 'Except' 2.
20: 2x6 SP No.2 WEBS
2x4 SP No.3'Except' 6.
18.7-19,7-17,9-17,12-14,IG-14: 2x4 SP No.2 DEFL.
In (loc) VdeB Ud Vert(
LL) -0.42 17.18 >687 360 Vert(
CT) -0.8217-18 >355 240 Harz(
CT) 0.07 13 n/a n/a PLATES
GRIP MT20
2441190 Weight:
446 lb FT - 20% BRACING -
TOP
CHORD Structural wood sheathing directly applied or 3-1-9 Do puffins, except
end verticals. BOT
CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (
lb/size) 13-2529/0-4-0, 2=2354A)41-0 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, 3-4- 47081875, 4-5=5375/945, 5.6=-337/33, 7-18=161/317, 7-
8=18798/2775, 8-9 18798/2775, 9-10=-14658/1864, 10-11--6849/755, 11-
12=-W49/755,12-13=-26851299 BOT
CHORD 2-22--921/4371, 21-22=-92114371. 19-21-86314198, 18-19=-3139/18876, 17-
18-3316119968. 16-17-1864114658, 15-16-1864114658. 14-15-1864114658. 13-14=-491464 WEBS 3-21-
283169. 4-21-
711502. 4-19-232J1843. 5-19-770/4820, 5-7-711811291, 7-19-14443/2278, 7-17=-
2256/579, 9.16-1503/309, 9.17-976/4758, 10-IS-321/2328, 12-14-75616838. 10-14=-836411188
NOTES- This item has been 1)
3-ply truss to be
connected together with 10d (0.131~xX) nails as follows: electronically signed and Top chords connected as follows: 2x4 -
1 row at 0-7-0 Oc. sealed by ORegan, Philip, PE Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. using a Digital Signature. Webs connected
as follows: 2x4 - 1rowat0-9-0 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 Printed copies Of this ply connections have been provided to
distribute only loads noted as (F) or (B), unless otherwise indicated. document are not Considered 3) Unbalanced roof live loads have
been considered for this design. Signed and Sealed and the 4) Wind: ASCE 7-10: Vuk-
140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL-3.Opsf; h=15ft: B-45ft; L=24ft; save=4ft; Cat. signature must be verified If: Exp e: Encl., GCpl=0.18; MWFRS (directional): Lumber DOL=1.60 plate grip DOL-1.60 On any electronic Copies. 5) Provide
adequate drainage to preventwaterponding. Philip J. URegan PE No.66126
6) This truss has been designedfora10.0 psf bottom chord live load nonooncurrenl with any other live loads. MITek USA, Ina. FL Cori 4634
7) ' This truss has been designedforaliveloadof20.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. 6904 Parke East Blvd. Temps FL 336f0 8) Provide mechanical connection (by others)
of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (It=lb) Dale: 13-341, 2=446. January 22,
2018 Q WARNING • Varlly design pamreafara and
READ NOrES ON TNIS AND INCLUDED AdrEK REFERENCE PA E MIf-7472 rev. I0ON2015 BEFORE USE. Design valid for use only with
MfTakle connaetora. This design Is based only upon parameters Shown, and is for an Individual bulding component, not a truss system. Before use, the
building designer must vetiy the applicability of design parandterl and properly Incorporate this design Into the overall buildup design. Smdng Indicated IS to
buckling of Individual trust web andror chard members only. Additional temporary and p6mumam bracing M iTe k' prevent la Ways required for Stabilityand
to prevent collapse with possible personal Injury and property damage. Fa general guidance regarding the fatirkMion, storage, delMry. eredion and bracing
of trusses and truss systems, see ANSVTPII Quality Criteria, OSB•ee and SCSI Building Component 6204 Parke Fast Blvd. safety Information available from Truss Plate
Institute, 2te N. Lee Street, Sulu 312. Alexandria. VA 22314. Tampa. FL 36610
Job Truss Truss Type Qty Ply Park Sq Hms/8arcelone-2392A C
T13017997IP2392AC84SPECIAL1
oallo
Mkt-Ftodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 22 11:02:26 2018 Page 2
I0:IGEL2vgfkv4uEJUYC2jFzkFn(I-yuNATVekGLKMpbHFsmRt Wt ibJ_xl2K7gJBPOMzsq 1 R
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 lb down and 106 lb up at 11-0-12 on top chord, and 327 lb down and 97 lb up at 7-". 66 lb down at 9.0.12.88 lb down at 11-0-12. 344 Ib down at
14-9-12, 344 Ib down at 16-9.12. 344 lb down at 18-9-12, 344 Ib 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.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase-1.00
Uniform Loads (ply
Vert: 1-4=-60. 4.8=-60, 7-12=75, 2-13-20
Concentrated Loads (lb)
Vert: 4=-142(8) 7--460 13=-89(8) 20=41(8) 21L327(8) 17s79(B) 25=97(8) 26=97(8) 29=-41(8) 30=1021(F) 31=79(B) 32=79(8) 33=-79(B) 34--79(B)
QWARNINO - Verify daslgn parameters and READ NOTES ON TOGS AND INCLUDED MITEK REFERENCE PAGE aa1.7473 rev. 180=015 BEFORE USE.
wwww
Design valid for use only with MiTakS, connectors. This design Is based only upon parameters shown, and le for an Individual bulldirlg component, not
a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overact
building design. Bracing Indicated Is to prevent budding of Individual truss web and/or Ned members only. Additional temporary and permanent tvwJng M ITek' Is always required for stability and to prevent collapse with possible personal dory are property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, sae ANSVTPII Quality Crtterts, 08848 and SCSI Building Component GON Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lea Street, Suite 312. Alexandria, VA 22314. Tampa. FL 36810
Job Truss Truss Type Oty Ply Park Sq Hms/Barcelona-2892A C
T13017998
P2392AC C1 COMMON 1 1
b Reference factional)
Mid-Flodda Lumber, Bartow, FL. S.130 s Sep 15 2017 Mrrek Industries, Inc. Mon Jan 22 11:02:27 2018 Page 1
ID:ItIEL2vgrkv4uEJUYC2ifzkFng-OSLSOpVGV9TB_zAToaHgPja721M4IdP93zxyYozsg10
1-0-0 I 5-94 11-0-0 I 10.2-12 j
22.0-0 _, "
1-0 0 5-9-45.2.12 5.2.12 5.9.4 t-0-0
4x4 = Scale - 1:38.5
11
3x4 =
3x4 = 3x4 = 3x4 =
30 =
7.8-3 8.11.11 7.8.3
LOADING (psf) SPACING- 2-" CSI. DEFL. In (roc) Udell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.07 10-13 >999 240 MT20 244/190
TCDL 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 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 101 Ib FT - 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-3 oc purlins.
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 Horz 2=-115(LC 10)
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=15251468, 3-4=1367/470, 4.5-1367/470, 5-6=-15251468
BOT CHORD 2-10=-32611328, 8.10=151/876, 6-8=-344/1328 WEBS 4-8=
1571526. 5-8=3401203. 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: Vult-140mph (3-second gust) Vasd=108mph; TCDL-4.2psf; BCDL=3.0psf; h-25ft: B=45ft: L-24ft: eave=4ft; Cat. II; Exp 8;
Encl.. GCpl=0.18: MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0-0, Intertor(1) 2-0-0 to 11-0-0, Exterlor(2) 11-0-0 to 14-0-0
zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL-1.60 3) This truss
has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss
has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between
the bottom chord and any other members. 5) Provide mechanical
connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=252, 6=
252. 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 Milk USA, Inc.
FL Cart $934 6901 Parke East
Bhd. Temps FL 33610 Date: January 22,
2018
WARNING - Verily design
parameters end READ NOTES ON TIAS AHD INCLUDED AOTEK REFERENCE PAGE Ala-7473 rev. 100=015 BEFORE USE se - Design valid
for
use only with Mfrekib connector*. This design Is based only upon parameters shown, and to for an Individual budding component, notMF s truss "am. Before use, the budding designer must verily the appilobli y of design parameters and property Incorporate this design Into the overall design. Bracing indicated
Is to prevent buckling of Individual truss web andfor gam members only. Additional temporary and permanent bracingM iTe k' Is always requiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the raMkatlori storage, delivery,
erection and bracing or trusses and truss systems, idea ANSVTPII Quality Criteria, 08649 and SCSI Building Component 8004 Parka East Blvd. Safety Information available
from Truss Plate Institute. 218 N. Lee Street, Bud& 312. Alexandria. VA 22314. Tampa, FL 36610
Truss Truss Type Oy Py Park Sq HmslBareelona-2392A_C
T13017999
ob
2392AC C2 HIP 1 1
b Reference
Mid-Flodda Lumber, Bartow, FL. 8.130 a Sep 15 2017 MiTek Industries, Inc. Mon Jan 22 11:02:28 2018 Page 1
ID:IUEL2vgrkv4uEJUYC2iFzkFng-uHvTb9wuGTb 1 b7lgMHovyx6808gym5zlldgV4Fzsq 1 P
1-0-0 , 4.9 4 9-0-0 13-0 0 17.2.12 22-0-0
t t-0-0 4-9.4 - 4.2.12 4-0-0 4-2-12 4.9.4
04 =
19 20
4xB =
Scale = 1:39.1
4x4 = 3x6 = 3x4 = 3x4 = 4x4 =
LOADING (pan
TCLL 20.0
TCDL 10.0
BCLL 0.0
BCDL 10.0
LUMBER -
TOP CHORD 2x4 SP No.2
SOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SPACING- 2-04)
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017frP12014
REACTIONS. (lb/size) 2=940/0-8-0, 7-940/"-0
Max Horz 2=-96(LC 10)
Max Uplift 2=252(LC 12), 7=-252(LC 12)
CSI. DEFL. in loc) Well Ud PLATES GRIP
TC 0.48 Vert(LL) -0.16 9.17 >999 240 MT20 244/190
SC 0.73 Verl(CT) -0.34 9-17 >781 180
W8 0.18 Horz(CT) 0.04 7 We 1119
Matrix -MS Weight: 108 lb FT - 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc puffins.
BOT CHORD Rigid ceiling directly applied or 8-8-15 oc bracing.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=1547/578, 34=1237/462, 4-5-10541459. 5-62-12371462. 6.7-15471578
BOT CHORD 2-11=-44611364, 9-11=255/1054, 7-9=-45311364 WEBS 3-11-3601226.
4-11=-741339, 5-9=67/339, 8-9=361/226 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.Opsh h=25ft; 8=45ft; L-24ft; eave=oft; Cat. It: Exp B; Encl., GCpi=0.18; MWFRS (
directional) and C-C Exterior(2) -1-0-0 to 2-". Interior(1) 2-0-0 to 9-0-0, Exlerior(2) 9-0-0 to 13-0-0. Interior(1) 17-4-11
to 23-0.0 zone;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 nonconcurtent with any other live bads. 5) - This truss has been designed for a
live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-64) 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 (P=lb) 2=252, 7-252. AWARNING • Verily design pararnerars
and READ NOTES ON
Ties AND INCLUDED aWrElf REFERENCE PAGE 11014472 raw. raMMOra BEFORE USE. Design valid for use only with MRekS connectors.
This design Is based only upon parameters shown• and Is tar an Individual building component, net a truss "am. Before use, the building designer
must verily the applk-Ablli y of design parameters and property Incorporate this design Into the overall Oueding design. Bracing Indicated IS to prevent buckling
of IndIVldual truss web and/or Chard members only. Additional temporary and pehnanerd bracing Is always required for stability and to prevent
collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, dalWary. erection and bracing of trusses
and truss systems, ua ANSVTPII Quality Criteria, OSBde and SCSI Building Component Safety IMennallon available ham Truss Plata Insiltaa. 218
N. Lee Steam. Suaa 312. 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. aRegan PE
N6.66126 61iTak USA,
Ina. FL Cart 46U 6904 Parke
East Blvd. Tampa FL 211610 Oat#:
January 22.2018 M!Tek' 6004 Parka
East
Blvd. Tampa. FL
36610
Job Truss Truss Type Perk Sq Hms/Bareelona-2392l_C
Tt3018000
P2392AC C3 HIP 10ty1 IPly 1
Job Reference (optional)
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 Well industries, Inc. Mon Jan 22 11:02:29 201e Page 1
ID:ItiEL2vgrkv4uEJUYC2ifzkFng-MTTmVXW 1 njuDHKsw?J8VBIKnVrR7WgSWH03dhzaq 1 O
r -1 3 9 4 ( 7-0-0 15-0-0 ( 18 2-12 I 22-0-0 ) 234
1-0-0 3.9.4 3.2-t2 4-0-0 4-0-0 3.2.12
4x4 =
4x4 =
3x8 =
4 20 21 5 22 23
3x8 = 1.1.4 II 4x4
4x4 =
3x8
Scale = 1:39.1
4x4 =
LOADING (psf) SPACING- 2-0.0 CSI. DEFL. In loe) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(L-) -0.12 12 >999 240 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.24 12 >999 180
BCLL 0.0 Rep Stress Ina NO W8 0.33 Horz(CT) 0.09 8 n1a n/a
SCOL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 112 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-7 oc punins.
BOT CHORD 2x4 SP No.2 80T CHORD Rigid calling directly applied or 6.8-13 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2-1616/0-8-0, 8-1616/0.8-0
Max Harz 2=-77(LC 6)
Max Uplift 2=486(LC 8). 8=-486(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORO 2-3=-30741910, 3-4=2873/862, 4.5-2564/802, 5-6=2564/802, 6.7=2873/862,
7-8=30741910
80T CHORD 2-13=-744/2720, 12-13--772/2898, 10-12-772/2898, 8-10=-744/2720
WEBS 3-13--268/105, 4-13=-177/876, 6-13=-503/168. 5.10=-503/168. 6.10=-177/876,
7-10=-268/105
NOTES-
1) Unbalanced roof live bads have been considered for this design.
2) Wind: ASCE 7-10: Vult-140mph (3-second gust) V8sd=108mph: TCDL=4.2psh, BCOL=3.Opst: h-25ft; 8=45ft; L=24ft; eave=oft; Cat.
It: Exp B: Encl., GCpi=0.18: MWFRS (directional); 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 pat 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 (it=1b)
2=486, 8-486.
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 lb up at 9-0-12,97 lb down and 106 lb up at 11.0-0, and 97 lb down and 106 lb up at 12-114. and 189
lb down and 204 lb up at 15.0-0 on top chord, and 327 Ib down and 97 lb up at 7410. 66 lb down at 9-0-12, 66 lb down at 11-0-0,
and 66 lb down at 12-114, and 327 lb down and 97 lb up at 14-114 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: 14=60, 4-6=-60, 6.9=-60, 14-17-20
Concentrated Loads (lb)
Vert: 4=142(F) 6=-142(F) 13=327(F) 12=-41(F) 5-97(F) 10-327(F) 20--97(F) 23=-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. O'Regart PE No.58128
MITak USA, Inc. FL Carl4834
6904 Parke East Blvd. Tampa FL SU10
Date:
January 22,2018
Q WARNING • Verity design parameters and READ Nones ON TNIS AND INCLUDED WTEK REFERENCE PAGE Ma-7473 rw. 1dWA1018 BEFORE USE.
Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building cemponetd, not mlatrusssystem. Before use, the building designer must verify the applicabilityof design parameters and property fneorparats this design Into the Overall
building design. Sradng Indicated Is to budding of Individual truss web andror chord members only. Additional temporary and permanent bracing M!Te k' prevent
Is always rAulred for stability and to prevent collapse with possible personal Injury and property damage. Fa general guidance regarding the
is Ion. storage, delivery, erection and bracing of ltusses and truss Systems, No ANSVTPII Quality Criteria, OSS49 and SCSI Building Component 8901 Parka Fast SM.
Safety Infomtatlon avallable from Truss Plate Institute. 218 N. Lee Street. Sues 312. Alexandria. VA 22314. Tampa. FL 36610
b Truss Truss Type Oty Ply Park Sq Hms/Barcelona-2392ACT13018001
2392AC C4 HIP 1IP0Reference
Mtd-Flonda Lumber, IdanOW, I-L. O.IOu d asp to au 11 71 r.a muusuroa, rna. mutt ran cc I cuc.ou cu rut ray. r
ID:16EL2vgrkv4uEJUYC2jfzkfng-qg 1 DOrY9o4drRv2UigN 1 MBP6wP6Ethblxec97zsq 1 N
1-0-0 3.10.12 7-3-0 11-" 14-9-0 18.1-4 22-0-0
14)-0 3-10.12 34.4 3-9-0 3.9-0 3.4.4 3-10.12
SxBMTISKS =
1.Sx4 11
5 15
5x6 WIT ISHS =
Sweet - I:36.1
4xl2 4 3xB II SAS = 7x8 = Me = 3xB 11 4x12
LOADING (psf)
TCLL 20.0
TCDL 10.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr NO
Code FBC2017frPI2014
CSI.
TC 0.83
BC 0.56
WB 0.68
Matrix-S
DEFL. In (loc) Ude0 L/d
Vert(LL) -0.18 11 >999 240
Vert(CT) -0.3510-11 >750 180
Horz(CT) 0.08 8 We We
PLATES GRIP
MT20 2441190
MT18HS 2441190
Weight: 264 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 2-7-6 oc pudins.
BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 8=7254/0.5.8, 2=5011/0.3.8
Max Horz 2-78(LC 7)
Max Uplift 8=-1829(LC 8), 2=-1355(LC 8)
FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=1026812708, 3-4-10296/2757. 4-5-10617/2801, 5.6-10617/2801,
6-7 -10651 /2751. 7-8=-1286213257
BOTCHORD 2-13=-2375/9101, 12-13=-2375/9101, 11-12-2403/9304, 10.11-2397/9644,
9-10=-2855/11379,8-9=2855/11379
WEBS 3-12=307/244. 4-12-86913077. 4-11--411/1889, 6-11=-414/1419, 6.10=-860/3554,
7-10--2146/561, 7-9=453/1992
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 0.5-0 oc.
Webs connected as follows: 2x4 - 1 row at 0.9-0 ec.
2) All loads are considered equally applied to all plies, except N noted as front (F) or back (13) 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 bads have been considered for this design. This item has been
4) Wnd: ASCE 7-10; Vult=140mph (3-Second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.0psf; h-25ft; B=45ft; L=24ft; eave=4ft; Cat. electronically signed and
11; Exp B; Encl.. GCpI=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip OOL-1.60 sealed by ORegan, Philip, PE5) Provide adequate drainage to prevent water ponding.
In Digital Signature. using a 9 96) 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. Printed Copies Of this
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 document are not considered
will fit between the bottom chord and any other members. signed and sealed and the
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (lt=1b) gsi nature must be verified8=1829, 2=1355.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2176 lb down and 679 lb up at on any electronic copies.
7.0-12, 1171 Ib down and 313 Ib up at 9-0.12. 1187 lb down and 307 lb up at 11-0.12. 1187 lb down and 307 lb up at 13-0.12, Philip J. aRegan PE No.68126
1187 lb down and 307 lb up at IS.", 1187 lb down and 307 lb up at 16.11-4, and 1186 lb down and 307 lb up at 18-11-4, and Wak USA, Inc. FL Cad 663/
1186 lb down and 307 lb up at 20.11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of 660a Parke East Blvd. Tampa FL 33610
others. Date:
January 22,2018LOADCASE(S) Standard
AWARNING. Vardy design pararnafers and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 1111114473m. 14AIWOIS BEFORE USE.
Design valid for use only with MITeka connectors. This design 12 based only upon parameters shown, and Is for an Individual budding component, not
a truss system. Before use, the building designer mutt verily the applicability of design parameters and property Incorporate this design bed the overall
buddhp design. Bracing indicated IS to bucklirq of Individual truss web and/Of Cord members only. Addslonal temporary lino pemunard bracing iTe k' prevent
Is always required for stability and to prevent collapse with possible personal I*ri and properly damage. Fat general guidance regarding the
M
fabrication. Storage, delMry, erection and bracing of trusses and truss systems, abe ANSIRP11 Quality Criteria. 056.82 and SCSI Building Component 6904 Parka East Blvd.
Safety Information available from Truss Plate Institute, 21a N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 36610
Job Truss Truss Type 0ty Ply Park Sq HmslBarcelone-2392l_C
T13018001IP2392ACC4HIP1
Job Reference (optional)
Mid -Florida Lumber, Bartow, FL. 8.130 S Sep 15 2017 MTek industries, Inc. Man Jan 22 11:02:30 201B Page 2
10:IGEj 2vgrkv4uEJUYC2jFzkfng-gg100rY9o4drRv2U!gN1MBP6wP6Ethblx9c97zsglN
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase-1.25, Plate Increase-1.25
Uniform Loads (plf)
Vert: 1-4-60, 4-6=-60. "-60, 2-8-20
Concentrated Loads (lb)
Vert: 11=1187(8) 16=2176(8) 17=1171(8) 18=-1187(B) 19=1187(8) 20=-1187(8) 21 1186(8) 22-1186(8)
QWARNINO - Verify design paramafera and READ NOES ON TNIS AND INCLUDED AOTEK REFERENCE PAGE A11I.7Q2 rev. f0 a2/2016 BEFORE USE.
Design valid for use only with Mfiek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not
truss system. Before use, the building designer must varl y the appllntNlty of deep parameters and properly Incorporate this demon Into the overall
Oudding design. Bracing indicated Is to prevent buckling of Individual ass web and/or chard members only. Additional temporary and permanent bracing M iTe k' Is always fe ulred for stability 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, we ANSIRPII Quality Criteria, OSS46 and SCSI Building Component SOW Parke East Bind.
Safety Information available from Truss Plata Institute, 218 N. Lee Street, Subs 312. Alexandria, VA 22314. Tampa, FL 36610
b Truss Truss Type oty Py Park Sq Hms/Bamelona-2392ACT13018002I392ACrP2IcsHIP11
Job Reference I -
Mid-Flodda Lumber, Barlow, FL. a.13o s Sep 15 zon MZek Industries, Inc. Mon ,Ian zz 11:oz:j1 zola Rage 1
ID:10E(_2vgrkv4uEJUYC2jfzkfng-IsbbDBYn20_cSbTE1PLcaZk1LKIizSpl bvAhZzsgIM
1-0-0 6-04 11-0-0 18.0-0 22.0.0 23-0-0
1-0-0 6-0-0 5-04 5-04) a" 1-0-0
4x8 =
4x8
Scale - 1:39.1
3x4 =
tx4 II 3x8 = 3x4 = tx4 II
3x4 =
f1-0-0 11-0-0 16-0-0 22-0-0
j
8-0-0
I
5-0-0 5-0-0 6-0-0
LOADING (pat) SPACING- 2-0-0 CSI.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.48
TCDL 10.0 Lumber DOL 1.25 BC 0.53
BCLL 0.0 ' Rep Stress Inv YES WB 0.17
BCOL 10.0 Code FBC2017rrP12014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2
SOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=94010-3-8, 6=940/0-3.8
Max Harz 2=67(LC 11)
Max Uplift 2-252(LC 12), 6=252(1-C 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=1627/526. 3-4=-1616/614, 4-5=16161614. 5.6=1527/529
BOT CHORD 2-11=-36811301. 10-11=367/1308, 8-10-378/1308. 6-8=378/1301 WEBS 3-
10=-140/455, 4-10=327/169, 5-10-141/455 DEFL. to (
loc) Udell L/d PLATES GRIP Vert(LL) -
0.06 10 >999 240 MT20 244/190 Vert(CT) -
0.13 11-14 >999 180 Horz(CT)
0.04 6 n/a n/a Weight: 99
lb FT - 20% BRACING - TOP
CHORD
Structural wood sheathing directly applied or 4-0- 14 oc purlins. BOT CHORD
Rigid telling directly applied or 9-1-3 oc bracing. 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; SCOL-3.0psf; h=25f1: 8=45ft; L=248; eave=411; Cat. II; Exp
8; 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. Exterlor(2) 6-0-0 to 20-2-
15, Interior(1) 20-2-16 to 23-0.0 zone: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 tell 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 jolnt(s) except at -lb) 2=252,
6=252. 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.
Uhgan PE No.68126 MITak USA,
Inc. FL Cart IOU 6604 Peke
East BMd. Tampa FL 33610 Date: January
22,
2018 WARNING • Verity
design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PACE 1116.7472 rev. I&V2401e BEFORE USE. Oeslgn 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 buadblg designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Wilding design.
Brsang Indicated Is to prevent buckling at Individual truss web arafor chord members only. Additional temporary and permanent bracing M iTek' is alwaysrequiredforstabilityandtopreventCollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage,
delivery, erealOn and bMdng of trusses and truss syuema, sae ANSIRPII Duality Criteria, 08849 and BCSI Building Component 6904 Parke Eau Blvd. 8sfory Intor
stlon available from Truss Plate Inslitula, 216 N. Lea Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36810
b TrussTruss Type oy PlyParkSqHms/Bareelona•2392A CT13018003
392ACrP2 CB HIP 1 11 Job Reference (optional)
Mid•Flodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 22 11:02:32 2018 Page 1
ID:IUEj_2vgrkv4uEJUYC2jfzkfng•m29 RWZPKi8T4k2Rb7trSnHpSIOBippuCFejDOzsg1L
1 0-0 , 5-" 9-0.9 12.11-7 1744 22-0-0 , 23-04)
10 5-0-0 4 0 9 3-10.13 4-0.0 S." 1-0 0
4xe =
1.Sx4 II
THIS TRUSS IS NOT SYMMETRIC.
PROPER ORIENTATION IS ESSENTIAL.
3x4 = 4x8 =
e M r 3 4 18 19 5 20 a
4x4 = 2x4 II 4x8 = 8x8 - 4x4 = 2x4 11 3x8 =
Scale a 1:39.1
5-0-0 9-0-9 12-11.7 17.0.0 22-0-0
5-0-0 4.0-9 3 10.13
I
4-0-9
I
5-0-0
Plate Offsets 1X Yh f20G-2-8 Edoel f3g-5.12 0.2-01 16 0-5.8 0-2-01 f7,0-3-00.1-51 LOADING (
psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Uden Ud PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 TC 0.54 Ven(LL) 0.16 10-12 >999 240 MT20 2441190 TCDL
10.0 Lumber DOL 1.25 BC 0.84 Ven(CT) 0.31 10-12 >847 180 SCLL
0.0 Rep Stress Incr NO WB 0.57 Horz(CT) 0.06 7 We n/a BCDL
10.0 Code FBC20171TP12014 Matrix -MS Weight: 121 lb FT = 20% LUMBER-
BRACING - TOP
CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purling. BOT
CHORD 2x6 SP NoA 'Except' BOT CHORD Rigid ceiling directly applied or 7-2-3 oc bracing. 7-
11: 2x6 SP No.2 WEBS
2x4 SP No.3 REACTIONS. (
lb/size) 2=137110.3.8, 7=1569/0-3.8 Max
Harz 2.58(LC 7) Max
Uplift 2-398(LC 8), 7=-476(LC 8) FORCES. (
lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP
CHORD 2-3-2590n12, 3-4-3499/1048. 4-5=3499/1048. 6-6=-378511136, 6.7-3053/892 BOT
CHORD 2-13-57512265, 12-13-573/2274, 10-12=1051/3785, 9-10=720/2704, 7-9=-714/2678 WEBS
3-12=-477/1507, 6.12=371/220, 6-10--397/1337, 6.9-1011428 NOTES-
1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7-10: Vu@=140mph (3-second gust) V8Sd=108mph; TCDL=4.2psh BCOL-3.Opsf; h-25ft; 8=45ft; L-24ft; eave=oft; Cat. II;
Exp B; Encl.. GCpI=0.18: MWFRS (directional): 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 pal bottom chord live load naneoncurrent 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 tell 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 100111 uplift at joint(s) except at -lb) 2=
398, 7=476. This item has been 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 electronically signed and 13-
0-12, and 51 lb down and 77111 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. Sealed by ORegan, Philip, PE and36lbdownat14-3-4, and 329 lb down and 145 lb up at 16-3.4 on bottom chord. The designiselection of such connection using
a Digital Signature. device(s) Is the responsibility of others. 8)
In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (8). Printed Copies of this document
are not considered LOAD
CASE(S) Standard signed and sealed and the 1)
Dead +Roof Live (balanced): Lumber Increase=1.25, Plate lncresse=1.26 signature
must be verified UniformLoads (plf) Vert:
1-3-60. 3-6=60, 6.8=-60, 2-7=-20 on any electronic copies. Concentrated
Loads Philip J.0'Regan PE No.68124 Vert:
5=51(F) 10=26(F) 20=51(F) 21=577(F) 22=28(F) 23=329(F) MITak USA, Inc. FL Cert 46U 6904
Parke East Blvd. Tampa FL 33610 Date:
January
22,2018 Q
WARNING . Verify design parameters and READ NOTES ON INS AND INCLUDED MITEK REFERENCE PA E MIP7472 rw. IOO102016 BEFORE USE. weses
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 building designer must verlfy the applicability of design parameters and property Incotporste this design Into the weraa building
design. Bracing Indicated is td prevent bucMing of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Isahraysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding me fabrication,
storage, danvery, erection and bracing of truant and truss systems, see ANSVTMI Quality Criteria, 05842 and SCSI Building Component 62U Parka East 8M. sorely
Information available from Truss Plate Institute, 218 N. Lae Street, Suite 312. AlexandM, VA 22314. Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq Hms/Barcelona-2392A C
T13018004
P2392AC C7 HIP 1 1
all
Mid-Flodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MITek industries, Inc. Mon Jan 22 11:02:32 2018 Page 1
ID:ItIEL2vgrkv4uEJUYC2ifzkFng-m29_RWZPKIST4k2Rb7tr6nHgEi391vquCFeiOOzsq 1 L
1-0-0 4-9-4 944 i 13J)-0 16-54
1-0-0 4-94 4.2.12 4-" 3.54
04
4x6
14
7
4x4 =
3x8 = 3x4 =
1.50 I
9-0-0 13-0-0 18-5-0
9-0-0 4-0-0 3.5-0
LOADING (psf) SPACING- 2-0-0 CSI.
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.47
TCDL 10.0 Lumber DOL 1.25 BC 0.65
BCLL 0.0 Rep Stress Ina YES WB 0.19
BCOL 10.0 Code FBC2017frPI2014 Matrix -Ms
DEFL. in (loc) Udell Ud PLATES GRIP
Vert(LL) -0.14 9.12 >999 240 MT20 244/190
Vert(CT) -0.29 9-12 >676 180
Horz(CT) 0.02 7 n/a n/a
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. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=1052/424, 3-4=-740/305. 4-5=602/317, 5.6=-4791227. 6-7-6091292
BOT CHORD 2-9=-4401922, 8.9=1531382
WEBS 3-9-363/232. 5-9=125/362, 5.8=-288/143, 6-8=197/496
Scale - 1:31.3
Weight: 91 lb FT = 20%
Structural wood sheathing directly applied or 5-3-13 oc purlins,
except end verticals.
Rigid ceiling direly applied or 8-10-8 oc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult-140mph (3-second gust) Vasd=108mph: TCOL=4.2psf; BCOL=3.Opsf; h=25f1; 8=45R; L=24ft; save-411t; Cat.
II; Exp 8; Encl.. GCpi=0.18: MWFRS (directional) and C-C 6dedor(2) -1-" to 2-0-0. Interior(1) 2. )-0 to 9.0-0. Exterior(2) 9-0-0 to
134-0 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 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) 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 )oint(s) except (It=lb)
2.190. 7.162.
AWARNINO - Verity design parameters and READ NOTES ON rNIS AND INCLUDED ANTEK REFERENCE PAOE 1101-7472 rev. fae2/20/d BEFORE USE.
Design valid for use ants with MiTak® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, rap
a truss system. Before use, the building designer must vent' the applicability at design parameters and property incorporate this design Into ma overall
building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent breNng
Is always required for stability and to prevent mtlapse with possible personal Injury and property damage. For general guidance raganI ft the
Mbrleatlon, storage. delivery, erection and bracing of trusses and truss systems, sae ANSVIVII Quality Criteria, 08649 and SCSI Building Component
SNety Informatlon available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Mexandda. 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. Milan PE No.56126
MITak USA, Inc. FL Cart 46U
6904 Parke Ent Blvd. Tampa FL 33610
Oata:
January 22,2018
M!Tek'
6904 Parke Fast Blvd.
Tampa, FL 36810
b Truss Truss Type Oy Ply ParkSqHmsA3arcelorw2392f CT13018005rP2392ACC8COMMON41
Job e o do a
Mid-Flodda Lumber. Bartow, FL. 8.130 a Sep 15 2017 MTek Industries, Inc. Mon Jan 22 11:02:33 2018 Page 1
ID:IIiEL2vgrkv4uEJUYC2jFzkFng-FEiMesa 15?EKiudd9gO4f_p1 M7P 1 RF91 RvOGmSzsq 1 K 1-
0-0 5.9.4 11-0-0 16.54 1-
0-0 5.9.4 5.2.12 5541 4x4 =
3x4 =
e 3x4 =
3x4 = 8.
4-0 16.5-0 r
8.
4-0 I
8-
14 LOADING (
pal) SPACING- 2-0-0 CSI. TCLL
20.0 Plate Grip DOL 1.26 TC 0.38 TCOL
0.0 Lumber DOL 1.25 BC 0.67 BCLL
0.0 ' 0.
0 Rep
Stress Ina YES W8 0.63 BCDL
Code FBC2017rTP12014 Matrix -MS DEFL.
in (loc) Vdefl L/d PLATES GRIP Vert(
LL) -0.11 6-7 >999 240 MT20 2441190 Vert(
CT) -0.20 6-7 >999 180 Horz(
CT) 0.02 6 n/a n/e LUMBER-
BRACING - TOP
CHORD 2x4 SP No.2 TOP CHORD BOT
CHORD 2x4 SP N0.2 WEBS
2x4 SP No.3 BOT CHORD REACTIONS. (
lb/size) 2-71310-3-8.6=649/Mechanical Max
Harz 2-121(LC 12) Max
Uplift 2-190(LC 12), 6=-162(LC 12) FORCES. (
Ib) - 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=-3311883. 6-7=-1381426 WEBS
3-7=359/209.4-7=116/539.4-6=-5621180 Scale =
1:35.2 Weight:
83 Ib FT = 20% Structural
wood sheathing directly applied or 5-4-11 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: Vuk=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.0psh h=25ft: B-4511; 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 11-0-0, Exterior(2) 11-0.0 to 14-
0.0 zone:C-C for members and forces 8 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 bad 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
rd 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 )oint(s) except (jt=1b) 2=
190. 6.162. AWARNING -
VArW design parameters and READ NOTES ON TMS AND INCLUDED AbrEK REFERENCE PAGE IIW472 rev./04202016 BEFORE USE. Deep
valid tar 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 building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building
design. Bracing Indicated Is to prevent buelding of btdlvldual bass web and/or chord members only. Additional temporary and parmanam bracing Is
always required for stability and to prevent collapse won possible personal Injury and property damage. For general guidance regarding the fabrication,
storage, delivery, erection and bracing of trusses and truss systems, sea ANSVTPII Quality CMeda, 088419 and SCSI Building Component Serely
IMomuaon available from Truss Plate Ins11We, 216 N. Lee Street, Sub* 312, 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. Phillip
J. t7Regan PE No.66126 MITek
USA, Inc. FL Cart 663l M
Parke East Blvd. Tampa FL 33610 Date:
January
22,2018 MF
M!
Tek' 904
Parka East Blvd. Tamps.
FL 36610
Truss Type City Ply Perk Sq Hmslaarcelona-2392A C
T13018008
ob
2392AC JTruasCJ JACK 4 1
t ti nall
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MfTek Industries, Inc. Mon Jan 22 11:02:34 2018 Page 1
ID:ItiEj_2vgrkv4uEJUYC2iFzkf ng-jRGksCbfsJMBJ2CpjYvJCCMFPXIUArGBgZ7gluzsq 1 J
1.0.12 0-11.4
1a12 0-11-4
Scale - 1:13.8
0-74 .0.11.4
LOADING (psi SPACING- 2-0-0 CSI. DEFL. In loc) ude8 Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(ILL) -0.00 5 M 240 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.00 5 >999 1B0
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -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=16010-4-0, 3=-24/Mechanical, 4=-1/Mechanical
Max Horz 5=69(LC 12)
Max Uplift 5=-25(LC 8). 3-24(LC 1). 4"5(LC 12)
Max Gray 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; Vult=140mph (3-second gust) Vasd=108mph; TCDL-4.2pst; BCDL=3.Opsf; h=15ft: B=45ft; L-241t; eave=4ft; Cat.
It: Exp B; Encl., GCpI=0.IS: MWFRS (directional) and C-C Exterior(2) 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
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tell by 2-0-0 wide
will 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 beating 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. aRegan PE No.66126
hIlTak USA, Ina. FL Cad 661/
6904 Parke East Blvd. Tampa FL MAID
Data:
January 22,2018
AWARNING - Varlly design panrrrafra and READ NOTES ON T10S AND INCLUDED MITEK REFERENCE PAGE 411144?2 rev. 1114202615 BEFORE USE
Design valid tat We Only with MlTak* connectors. This design Is based ony, upon parameters shown, and Is for an Individual building component, not
a truss system. Before use, the building designer must vetly the applicability Of design parameters and property Incorporate this design into the overall
budding design. Bracing Indlosted Is to prevent budding of Individual trust web and/or chord members only. Additional temporary and permanent bracing M iTe k' Is always required tot stabddyidato prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,
storage, delivery, afeubn and bracing of trusses and truss systems, sea ANSIITPII Quality Criteria. OSBda and SCSI Building Component 6904 Partu East Blvd. Safety
Information available from Truss Ptata Institute, 21a N. Lae Strata, Suite 312, Alexandria, VA 22314. Tampa, FL 360110
Job Truss Truss Type oty Park Sq Hms/Bamelona-2392A C
T13018007
P2392AC CJ1 JACK 22
ly
1
do all
Mid -Florida Lumber, Bartow, FL. 8.130 a Sep 15 2017 MiTek Industries, Inc. Mon Jan 22 11:02:34 2018 Page 1
I D:IOEj_2vgrkv4uEJUYC2jf zkFng-jRGksCbfsJMBJ2Cp)YvJCCMGzXubArGBgz7gluzsq 1 J
1-0-0 1-0.0
1-0-0 1-0-0
LOADING (pso SPACING- 2-0-0 CSI.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.07
TCDL 10.0 Lumber DOL 1.25 BC 0.01
BCLL 0.0 Rep Stress Incr YES WB 0.00
BCDL 10.0 Code FBC2017rrP12014 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 3=10/Mechanical, 2-130/0-3-8, 4=-0/Mechanical
Max Horz 2=42(LC 12)
Max Uplift 3--3(LC 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.
Scale • 1:7.0
2x4 =
DEFL. In (loc) Well Lid PLATES GRIP
Vert(LL) 0.00 5 >999 240 MT20 2441190
Veft(CT) 0.00 5 >999 ISO
Horz(CT) 0.00 2 We We
Weight: 5 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
80T CHORD Rigid calling direly applied or 10.0-0 oil bracing.
NOTES-
1) Wind: ASCE 7-10; Vult-140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCOL-3.Opsf; h-25ft; 8=45ft; L=24ft; eave=4ft; Cat.
11; Exp 8; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterlor(2) zone;C-C for members and forces 8 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 jolnt(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.66126
h11Tsk USA, Inc. FL Carl $634
6904 Parke East Blvd. Tampa FL 33610
Oata:
January 22,2018
QWARMND - VeMy dealgn parsmeters and READ NOES ON Ties AND INCLUDED aerEK REFERENCE PAGE 1141L7172rev. 1042/20ra BEFORE USE. ew''
Design
valid for use only with WSW connecters. 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 verify the applicability of design parameters and property Incorporate this design Into the ovens buedhtp
design. Bracing Indicated Is to prevent buckling of Individual truss web and/or cord members 0". Additional temporary and permanent braebfg M iTek' isalwaysrequiredtarStabilityandtopreventcollapsewithpossiblepersonalInjuryandpnpeMdamage. For general guidance regarding Ion fabrkgbn,
garage. delivery. erection and bracing of trusses and truss Systems, sea ANSVrPN Quality Criteria. OSSda and SCSI Building Component egos Parke East BM. safety
Information available from Truss Plea InsOtule, 213 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 36610
Job Truss Truss Type Oy Ply
jParkSqHmsA3arceIona-
2392kC
T13010008
P2392AC CJ3 JACK 18 1
b Reference (ontional)
Mid-Flodda Lumber, Barlow. FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 22 11:02:35 2018 Page 1
ID:16Ej_2vgrkv4uEJUYC2ifzkfng•Bdg63YbHddU2xCnOGFOYkPvRMxOpvIWKvOtNgLzsq 11
1-0-0 3-0.0
1-0-0 3-0.0
Swale: 1 "e t'
2x4 =
3-0-0
11111
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) I/deO Lid
TCLL 20.0 Plate Grip DOL 1.26 TC 0.09 Ven(LL) 0.00 4-7 999 240
TCDL 10.0 Lumber DOL 1.25 BC 0.08 Ven(CT) 0.01 4-7 999 ISO
BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017rrP12014 Matrix MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 3=7 1 /Mechanical, 2-18810-3-8, 4=36/Mechanical
Max Horz 2=74(LC 12)
Max Uplift 3=-34(LC 12). 2=66(1-C 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 2441190
Weight: 11 III FT - 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3.0-0 oc puffins.
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; B-45ft; L-24ft; eave-4111; Cat.
It: 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 2-114 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 pal 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.56126
MITak USA, Inc. FL Cad 4634
6204 Parke Eaal Blvd. Tampa FL 336f0
Data:
January 22,2018
Q WARNING - verify design parameters and READ NOTES ON INS AND INCLUDED WTEr REFERENCE PAGE 1110•7472 rev. fde2r20f6 BEFORE USE.
Design valid far use only with MfTek® 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 verify the appllubWly of design parameters and property Incorporate this design Into the owned
Oullding design. Bracing Indicated Is to prevent buckling of Individual truss was and/or Chord members only. Additional temporary and permanent bracing Welk' Is always required for stability, and to prevent COUP" wen possible personal Injury and property damage. For general guidance regarding the
fabrication, storage. delivery, erection and bracing of Wsses and truss systems, We ANSUTP11 Ouallty Criteria, 03842 and SCSI Building Component 6904 Parka East Blvd.
Safety Information available ham Tfuss Plate Institute. 218 N. Lae Street. Suite 312, Maxandds. VA 22314. Tamps. FL 36810
Job Truss Truss Type Dry Ply Perk Sq Hms/Barcelona-2392A C
T13018009
P2392AC CJS JACK 14 1
a0o ll
Mid-Flodda Lumber, Ballow, FL. 8.130 s Sep 15 2017 Mfrek Industries, Inc. Mon Jan 22 11:02:36 201a Page I
ID:ItiEL2vgrkv4uEJUYC 2iFzkf ng-fpOUHucvNwcv2MMCgzxnHdRYVLW9elMU7tcxMnzsq 1 H
1 0-0 S."
t-0-0 5-0-0
2x4
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.04 4 7 999 240
TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.06 4-7 988 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 nla nla
BCDL 10.0 Code FBC20171TP12014 Matrix MP
LUMBER -
TOP CHORD 20 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 3-127/Mechanical, 2=26410-3.8, 4=64/Mechanical
Max Harz 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 2 1:17.0
PLATES GRIP
MT20 2441190
Weight: 18 lb FT - 20%
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: Vull=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL-3.0psf; h=25ft; 8=45ft; L-24ft; eave-4111; Cat.
It: Exp B: Encl., GCpi-0.18; MWFRS (directional) and C-C Exterlor(2) -1-0-0 to 24-0, Interior(1) 2.0-0 to 4-11-4 zone:C-C for
members and forces 6 MWFRS for reactions shown; Lumber DOL-1.60 plate grip OOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live bad 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 loint(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.
Phi9p J.0'Regan PE No.611126
MITek USA, Inc. FL Cori 66U
690/ Parke Ent Blvd. Tampa FL U610
Date:
January 22,2018
0 wAamma - vedry destgn pammatera and READ NOTES ON INIS AND INCLUDED earEK REFERENCE PAGE MOF7473 rev. Idemols BEFORE LOSE.'
Design add for use only won Mfrek® connectors. This design Is based Only upon parameters shown, and Is for an IndNWual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall
building design. Brsctng Indicated Is to prevent buekling of Individual suss web and/or chord members orsy. Additional temporary slid permanent bracing M iTe k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance tegantbtg the
fabrkatlon, storage, delivery. erection and bracing of trusses and truss systems, sea ANSUTPII Quality CriteM, 09042 and SCSI Building Component 6204 Parke East am.
Safety Information available from Tress Plate Institute, 218 N. Lee Sit". Suite 312. Alexandria, VA 22314. Tempe, FL 36810
Job Truss Truss Type Oy Ply Park Sq HmsBercelona-2392A_C
T13018010
P2392AC D 1 MONO HIP 2 11 Job Reference (optional)
Mid-Florlda Lumber, Barlow, FL. 3.130 s Sep 15 2017 Ml Uek industries. Inc. Mon Jan 22 1 1:02:36 2016 Page 1
ID:IUEj_2vgrkv4uEJUYC2jfzkfn"OUHucvNwcv2MMCgzmHdRUwLSYeYyU7tuMnzsq 1 H
1-0-0 7.4-14 14-34 18-5-0
1-0-0 7.4-14 6.108 2-1-12
4x8 = 1.5x4 11 Scale - 1:43.7
8
3x4 = 1x4 II 3x4 = 3x4 =
LOADING (psq SPACING- 2-0-0 CSI.
TCLL 20.0 Plate Grlp DOL 1.25 TC 0.61
TCDL 10.0 Lumber DOL 1.25 BC 0.56
BCLL 0.0 ' Rep Stress Incr YES WB 0.88
BCDL 10.0 Code FBC2017n-PI2014 Matrix -MS
DEFL. In (loc) Udell Ud PLATES GRIP
Vert(LL) -0.07 8-11 >999 240 MT20 2441190
Vert(CT) -0.17 B-11 >999 180
Horz(CT) 0.02 6 n/a n/a
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=71310.3-8
Max Horz 2-264(LC 12)
Max Uplift 6=207(LC 12). 2=146(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-9701159, 3-4=295/22
BOT CHORD 2-8=354/817, 7-8-354/817
WEBS 3-8=0/323, 3.7-737/309, 4-7=98/477, 4.6= 654/311
Weight: 101 lb FT - 20%
Structural wood sheathing directly applied or 5-3-11 oc purling.
except end verticals.
Rigid ceiling directly applied or 9-7-14 oc bracing.
NOTES-
1) Unbalanced roof live bads have been considered for this design.
2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd-108mph: TCDL=4.2psf; BCDL-3.Opsh h-25ft; 8=45ft; L=24ft; eave=oft; Cat.
it: Exp B; Encl.. GCpi=0.1B; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interlor(1) 2-0-0 to 14-3-4. Exterior(2) 14-3-4 to
16-3-4 zone;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 pall 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 3-6-0 tall by 2-0.0 wide
will M 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 (it=lb)
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.0'Regan PE No.6018
M1Tek USA, Inc. FL Cart 8874
U04 Parka East Slid. Temps FL =10
Date:
January 22,2018
Q WARNING - Vadry, dealgn panmatara and READ NOTES ON TOGS AND INCLUDED WTEK REFERENCE PAGE Ull-7472 rev. rGVWGtS BEFORE USE.
Design valid W we only with MlTeke mnneelors. This design Is based only upon parameters shown, and Is for on Individual building componem, to
a tru" system. Befora use, the building designer must vanfy the appllteelaty of design parameters and property Incorporate this design Into the overactbuMFildingdesign. Bracing Indicated Is to prevent buckling of Individual truss web and/or Chord members only. Additional temporary and permanent bracing M iTe k' Is always required lot stab8ay and to prevent collapse with possible personal Injury and pmparry damage. for general guidance regarding the
fabrication, storage, delivery, erection and bmdng of trusses and truss systems, sea ANSVTPIt Quality Guiana. 031342 and SCSI Building Component 89W Parka East Blvd.
Solely Information available from Truss Plate Inslxtae. 218 N. Lae Street, Suite 312. Alexandria, VA 22314. Tampa. FL 36610
b Truss Truss Type Oy Ply Park Sq HmslBercelona-2392A_C
rP2392AC T13018011
02 MONO HIP 2 1 lJob Referenceatioa
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MrTek Industries, Inc. Mon Jan 22 11:02:37 2018 Page 1
ID:10EL2vgrkv4uEJUYC2jFzkFng-70ytUEdY8Ekml3wkoOgSOpq_MgfN3VdMXMUvOzsq 1 G
1-0-0 6.4-14 12-3.4 16.5-0
1 0-0 64-14 5.10.6 4.1.12
4x6 = 1.5x4 11 Scale - 1:38.1
4 14 5
8
3x4 = tx4 11 3x4 = 3x4 =
LOADING (psf) SPACING- 2-0-0 CSI.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.43
TCOL 10.0 Lumber OOL 1.25 BC 0.44
BCLL 0.0 Rep Stress Incr YES WB 0.61
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS
DEFL. In (loc) IldeB Ud
Vert(L-) -0.04 8-11 >999 240
Vert(CT) -0.11 8-11 >999 180
Horz(CT) 0.02 6 n/a n/a
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) 2-71310-3-8.6=649/Mechanical
Max Horz 2-231(LC 12)
Max Uplift 2=159(LC 12). 6=-193(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-10231231, 3-4=455/109
BOT CHORD 2-8-3931872, 7-8-3931872. 6-7--1561335
WEBS 3-8=01273, 3-7=-6201271, 4-7=-92/428. 4-6=6081284
PLATES GRIP
MT20 2441190
Weight: 95 lb FT - 20%
Structural wood sheathing direly applied or 5-5-5 oc purtins,
except end verticals.
Rigid ceiling directly applied or 9.3-6 oc bracing.
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.Opst: h-25ft; 8=45ft: L=24ft: eave=oft: Cat.
It: Exp B: Encl.. GCpi=0.IS: MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interlor(1) 2-0-0 to 12-3.4, Exterior(2) 12-3-4 to
16-3-4 zone:C-C for members and forces 8 MWFRS for reactions shown; 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 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 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 100 lb uplift at Joint(s) except (it=lb)
2=159, 6-193.
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 No.611126
hliTak USA, Inc. FL Cart 4624
6 U Parke East Blvd. Tampa FL 33610
Date:
January 22,2018
QWARMNO - Vwtry doslgn panmetars and READ NOTES ON TIES AND INCLUDED AOTEK REFERENCE PAGE AUF7Q3 rev. 10Al2r201e BEFORE USE.
Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is nor an Individual building component, not
a truss system. Before use, the building designer must verity the applicability of design parameters and property Ineorporats this design Into the averse
budding design. Bracing Indicated Is to prevent buelding of Individual Me web aneldr chard members only. Additional temporary and permanent braehp M ITek' Is always required for dabley, and to prevent edlapsa with possible personal Injury and properly damage. For general guidance regarding the
fAWkallon, dorage, delivery, erection and Wading of trusaea and Wu systems, We ANSMIl Duality Criteria. 08849 and SCSI Building Component 6904 Parks East BM.
Safety Information available from Tits Piste Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 36610
Job Truss Truss Type Park Sq HmwBarcelona-2392A C
T13018012
P2392AC 03 MONO HIP 10ty2
ly
1
Job Reference (octionall
Mid-Flodda Lumber, Bartow, FL. 8.130 S Sep 15 2017 MiTek Industries, Inc. Mon Jan 22 11:02:38 2018 Page 1
IO:ltiEL2vgrkv4uEJUYC2jFzkfng-bCWFhaeAvYsdof ftCO_FM2Xsa8Bi6UInbB5IRgzsg1F
1-0-0 54-14 10-34
i
16-5.0
5-4-14 4-10-8 8.1.12
4x8 = 2.4 11 Scale - 1:33.5
3x4 = 1x4 II 3x4 = 3x4=
5.4-14 10-34 161"
54-14
1
4-10-8
I
6-1-12
LOADING (psq SPACING- 2-0-0 CSI.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.48
TCDL 10.0 Lumber DOL 1.25 BC 0.37
BCLL 0.0 ' Rep Stress Ina YES WB 0.74
SCOL 10.0 Code FBC2017frPI2014 Matrix -MS
DEFL. In (loc) Well Ud PLATES GRIP
Vert(L-) -0.04 6-7 >M 240 MT20 244/190
Vert(CT) -0.08 6-7 >M 180
Horz(CT) 0.02 6 n/a n/a
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/Mechanieel
Max Harz 2=198(1-C 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=422/192
BOT CHORD 2-8=424/919, 7-8-424/919, 6-7=-224/503
WEBS 3-7- 4841231. 4-7-711409, 4-8=-640/286
Weight: 90 lb FT - 20%
Structural wood sheathing directly applied or 5-5-2 oc purlins,
except end verticals.
Rigid ceiling direly applied or 9.0-2 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; BCOL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft: Cat.
it: 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 10-3-4, Exterfor(2) 10-3-4 to
14-6.3 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 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 at -lb)
2-171. 6-192.
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.56126
MiTtk USA, Inc. FL Cat( 4634
6604 Parke Ent Blvd. Tampa FL 33610
Data:
January 22,2018
AWARNINO - Verify esslgn pmenafers end READ NOTES ON INS AND INCLUDED AIITEK REFERENCE GAGE 11e47473 rev. tW.V}e15 BEFORE USE.
Design valid for use only with MITak® Cortneetors. This design Is based only, upon parameters shorn, and Is for an IndMdual building componem. not
a truss "am. asters use, the budding designer must verity the applicability of design parameters and properly Incorporate this design Into the overall
buildup design. Bracing Indicated is to prevent buckling of Individual trust web and/or chord members only. Additional temporary and permanent brWZQ iw iTe k' Is always required for stabdey and to pravem collapse with possible personal Injury and propel damage. For general guidance regarding the
fabrication, storage, delivery, eraCtion and bracing of trusses and truss systems, sea ANSMII Quality Criteria. 086e9 and BCSI Building Component e9o4 Parka East Blvd.
Safety information avallabk from Trust Plate Institute. 20 N. Lea Street, Suite 312. Alexandria. VA 22314. Tampa, FL 311610
b Truss Truss Type Oy Py PartsSqHmsBarcelona-2392ACT13018013
392ACrP2 04 MONO HIP 1 1
b Reference loptionall
Mid-Flodda Lumber. Bartow. FL. S.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 22 11:02:38 2018 Page 1
ID:ftiEj_2vgrkv4uEJUYC2jFzkFng-bCWFhaeAvYsdofWbyO_FM2Xu 86H62cnb851RgzsglF
1-0-0 44-14 8.3.4 124-2 16-5-0
1-0-0 44-14 3-10-6 4-0.14 4-0-14
4x4 =
3x4 =
13 5 14
Scale - 1:29.4
I.5x4 II
3x4 = 3x8 = 30 =
LOADING (psi) SPACING- 2-0-0 CSI.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.32
TCDL 10.0 Lumber DOL 1.25 BC 0.67
BCLL 0.0 Rep Stress Incr YES WB 0.43
BCDL 10.0 Code FBC2017frP12014 Matrix -MS
DEFL. In (loc) Udell Lld
Vert(LL) -0.09 7-8 >999 240
Vert(CT) -0.18 7-8 >999 180
Horz(CT) 0.02 7 n/a n/a
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 2-164(LC 12)
Max Uplift 2=181(LC 12), 7-208(LC 9)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3-10811367. 3-4-802/256, 4-5=6651269
80T CHORD 2-8--4601948, 7-8=-204/468
WEBS 3-8=-324/215, 5.8=-95/316. 5-7=-6631297
PLATES GRIP
MT20 2441190
Weight: 86 Ib FT - 20%
Structural wood sheathing directly applied or 54-11 oc puffins,
except end verticals.
Rigid ceiling direly applied or 8-8-2 oe 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; 8=45ft; L=24ft; eave=4ft; Cat.
It: Exp B: Encl., GCpi=0.18: MWFRS (directional) and C-C Extertor(2) -1-0-0 to 2.0.0. Interior(1) 2-0.0 to 8-34. Exterior(2) 8-3-4 to
12-4-2 zone;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-G-O 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 Qt=1b)
2=181, 72208.
WARNING - Verity, design parameters and READ NOrE8 ON rmS AND INCLUDED sOrEK REFERENCE PAGE 111114412 rev. 111,4112120111 BEFORE USE.
Design valid for use only with MffekB connectors. This design Is based only upon parameters shown. and Is for an Individual building component, net
a truss "am. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into ins overall
building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chard members only. Additional temporary and permanent bracing
Is always required for stability and to prevent collapse with possible personal Ini ry and property damage. For general guidance regarding the
fatricallon, storage, delivery, erection and bracing of trusses and truss systems, sae ANSIfTPII Dually Criteria. 03842 and BCSI Building Component
Safety Information available from Truss Plata Institute. 2 is N. Lee Street, Suite 312. 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.ORegan PE No.66126
Wait USA, Inc. FL Cart 4634
6M Parke East Blvd. Tampa FL 33610
Data:
January 22,2018
Welk'
9904 Parka East St d.
Tampa. FL 38810
Job Truss Truss Type Ory Perk Sq Hms/Barcelona-2392A C
T13018014
P2392AC 05 COMMON 3 JPly 1
all
Mid-Flodda Lumber, Barlow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 22 11:02:39 2018 Page 1
ID:IUEj_2vgrkv4uEJUYC2jfzkfng-304dwdogr UOp5nV5WvF33dYT8r4ewpfrbz6zsglE
1 0-0 4-5 4 8-4-0 12.2.12 18.5-0
4.54 3-10.12 3.10-12 ( 4-2.4
I
3x4 =
4x4 =
3x8 =
Scale - 1:29.4
3x4 =
to
8.4-0 84-0
Plate Offsets (X.Y)- 12:0.0-4.Edoel
LOADING (pan SPACING- 2-041 CSI. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.08 7-13 ESN 240 MT20 244/190
TCOL 10.0 Lumber DOL 1.25 SC 0.63 Vert(CT) 0.17 7-13 SSW 180
SCLL 0.0 Rep Stress Inch YES WB 0.18 Horz(CT) 0.02 6 n1a n1a
BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 72 lb FT - 20%
LUMBER -
TOP CHORD 2x4 SP No.2
SOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (Ib/size) 6-655/Mechanical, 2=718/0.3-8
Max Harz 2=88(LC 11)
Max Uplift 6=-155(LC 12), 2=200(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=1091/381, 3-4=-817/289, 4-5-814/301, 5-6=10771387
BOT CHORD 2-7=-299/956. 6-7=-2881924
WEBS 4-7=-1261482, 5-7-297/181, 3-7=3281191
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc purling.
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; Vu8=140mph (3-second gust) Vasd=108mph; TCOL-4.2psh BCOL=3.Opsf; h=25ft; 8=45ft: L=24ft; save-4f1; 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 8-4-0, Exterior(2) 8-4-0 to
114-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60
3) This truss has been designed for a 10.0 psi 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 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 bearing plate capable of withstanding 100 lb uplift at loint(s) except (jt=1b)
6=155, 2=200.
QWARNINO - Verify design parameters and READ NOTES ON THIS AND INCLUDED ANTEK REFERENCE PAGE 01-7472 rav, I&W/2015 BEFORE USE.
Design valid for use only with MiTak® convectors. This design Is based only upon parameters Shawn, Ana Is for an hdNlOual building component, not
a truss System. Before use. the building deslgrier must vanity, the Appticabikty of design parameters and prapady Incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of IndMdual truss web andlor chord members oray. Adddionst temporary and permanent bracing
Is always required far stability and to prevent collapse with possible personal injury are property damage. For general guidance regarding the
fabrkaton, storage, delivery, ereston and bracing of trusses And trust systems, "a ANSIRPII Quality Criteria, 03849 and BCSI Building Component
Safety Information svailabta from Truss Plata Institute. 218 N. Lae Streat. Buda 312, Almmnda. 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. alkegan PE No.S612B
Wall USA, Inc. FL Cart 6614
NU Parka Ent BWd. Tampa FL 33616
Date:
January 22,2018
W1,
Welk'
6904 Parke East Bind.
Tampa, FL 36610
Job Truss Truss Type Ory Ply Park Sq Hms/Bereelona-2392A C
T13018015
P2392AC 08 COMMON 2 1
b e e do all
Mid -Florida Lumber, Bartow. FL. 8.130 a Sep 15 2017 MTek Industries, Inc. Mon Jan 22 11:02:40 2018 Page 1
1D:IUEj_2vgrkv4uEJUYC2jFzkFng-Xbd76FfOR96K2zfz3oOkRTeFWVn3eWm32Va8Wzsq 10
1-0-0 i 4-5.4 84-0 12.2.12 i IS-" i 17
1-0-0 444 3.10.12 3.10.12 4.5A
4x4 =
3x4 = 3x8 =
3x4 =
Scale - 1:29.9
13
B-4-0 1641-0
8.4-0 8.4-0
Plate Offsets (X Yl- 120A4Eddel I6&A-4 Edael LOADING (
pso SPACING- 2-0-0 CS1. DEFL. In loc) I/defl Ud PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 TIC 0.32 Vert(LL) -0.08 8-14 >999 240 MT20 2441190 TCDL
10.0 Lumber DOL 1.25 BC OAS Vert(CT) -0.17 8-14 >999 ISO BCLL
0.0 Rep Stress Inor YES WB 0.19 Horz(CT) 0.02 6 file n/a SCOL
10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 75 lb FT - 20% LUMBER-
BRACING - TOP
CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.3.14 oc puffins. BOT
CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 cc bracing. WEBS
2x4 SP No.3 REACTIONS. (
lb/size) 2-727/0-3.8, 6=72710.3.8 Max
Horz 2=89(LC 11) Max
Uplift 2=-201(LC 12). 6=-201(LC 12) FORCES. (
lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP
CHORD 2-3=-1111/374, 3-4-838/293, 4.5=838/293, 5-6=-11111373 BOT CHORD 2-8=-256/
974, 6-8=274/974 WEBS 4-8=-119/503,
5.8=327/190, 3-8=-327/190 NOTES- 1) Unbalanced roof live
loads
have been considered for this design. 2) Wind: ASCE 7-10:
Vult-140mph (3-second gust) Vasd-108mph; TCOL-4.2psf; BCOL-3.Opsf; h=25ft: B-45ft; L-2411; eave=oft; Cat. It: Exp 8: Encl.. GCpI=
0.18; MWFRS (directional) and C-C Exlerior(2) -1-0-0 to 2-0-0, Interior(1) 240-0 to 8-4-0, Exterior(2) 8-4-0 to 11-4-0 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 nonooncurrent 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 tell by 2-0.0 wide will fit between the bottom
chord and any other members. 5) Provide mechanical connection (by
others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except at -lb) 2=201, 6=201. 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. Philp
J.ORagan PE No.
68128 MITek USA, Inc. FL Caft $
634 6904 Parke East Blvd. Tampa
FL 33610 Date: January 22,2018 O
WARNING-
Vadty daalgn paramaters
and READ NOTES ON Ties AND INCLUDEO f1OTEK REFERENCE PAGE 1101.7472 rev. 144MOIS BEFORE USE. Design valid for use only
with MRekm connectors. This design Is based only upon parameters shown, and Is ear an individual building component, not a truss system. Before use,
the building designer must vanty the applicability at design parameters and prop" tncorporate this design Into the overall building design. Bracing Indicated Is
to buckling at Individual truss web snorer blare members only. Additional temporary and permanent bracing M iTek' prevent Is always required forstability
and to prevent collapse with possible personal Injury end property damage. For general guidance regarding the faMcation. storage, delivery. erection and
bracing of trusses and truss systems, see ANSIRPII Quality Criteria. OS849 and SCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss
Plate tnsibtute. 216 N. Lee Street, Subs 312. Alexandria. VA 22314. Tamps. FL 36610
Job Truss Truss Type Oy
IPly 1ParkSqHms/
8arcelona-2392kC
T13018018
P2392AC D6A COMMON 1 1all
Mid -Florida Lumber. Bartow, FL. 8.130 s Sep 15 2017 Mirek Industries, Inc. Mon Jan 22 11:02:41 2018 Page 1
ID:IGEj_2vgrkv4uEJUYC2jfzkfng-0nBNKbg2CTEBf/EBdWxz_g9P7M8cJz8DH9Kh2_zsq 1 C
1-0-0 4-5.4 8 4-0 12.2.12 18.5.0
1-0-0 4-5-4 3-10.12 3-10-12 4-2.4
4x4 =
3x8 =
3x4 =
Scale - 1:29.4
3x4 =
8.4-0 8.1-0
Plate Offsets (X.YI- 12:0-0-4.Edoel
LOADING (psi) SPACING- 2-0-0 CS1. DEFL. In loc) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(L-) 0.08 7-13 999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) 0.17 7-13 999 180
BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.02 6 n/a n/a
BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 72 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
SOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 6=656/Mechanical, 2=718/0.3-8
Max Harz 2=88(LC 11)
Max Uplift 6=155(LC 12), 2=-200(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1091/381, 34z817/289, 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=-32B/191
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-4-3 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: Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.0psf: h=25f1; B-45f1; L-248; eave-48; Cat.
11; Exp B; Encl.. GCpi=0.18: MWFRS (directional) and C-C Exlerior(2) -1.0.0 to 2.0-0. Interior(1) 2-0-0 to 8-4-0. Exterior(2) 8-4-0 to
11-4-0 zone;C-C for members and forces 6 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 bad nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b)
6=155. 2-200. 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.68128
611Tak USA, Inc. FL Cart66U
69U Parke East Bhd. Temps FL 231110
Data:
January 22,2018
WARNINO - Varlly design panrrteten and READ NOTES ON ThUS AND INCLUDED ANTEK REFERENCE PAGE Atli-7472 rev. I&VV2016 BEFORE USE.
wwwe
Design valid for use only with MrTak* emnactata. This design Is based only upon Wamatato shown. and Is lot an Individual building Component, not
a truss system. Before use. the busding designer must verxy the applicability of design pamrrtnen and property Incorporate cols design Into the overall
building design. Bracing Indicated 1s to prevent buckling of Individual truss web and/or chord members only. Additional lamporary and permanent bracing M iTek' Is always required fat stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the
falwlcallen, storage, delivery, erection and bracing or trusses and truss systems, see ANSVTPII Quality Criteria. 03849 and SCSI Building Component 6204 Parke East Blvd.
Safety lnforrnatlen avellabla from Truss Puts Institute. 216 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 36610
Job Truss Truss Type Oy Park Sq Hrns/Barcelona-2392A C
jPty T13018017
P2392AC D7 HIP 1 1
job Reference ' al
Mid-Flodda Lumber, Bartow, FL. a.130 a Sep 15 2017 Mtlex Inauslnes, Inc. man Jan LL 1 i mii:4I zula rage 1
10:I6 Ej_2vgrkv4uEJUYC2ifzkfng-OnBNKbg2CTE8r/E9dWXz_g901M7gJycDHSKh2 zsg1C
r •1-0-0 I 3-9.4
I 7-0.0 944 t2.1012 I
16.8-0 11
1-0-0 3-9-432.12 28-0 32-12 39A 1-00
3
4x4 =
exit =
30 =
3x8 = 3x4 =
3x4 =
Scale = 1:30.4
LOADING (psQ
TCLL 20.0
TCDL 10.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Ina NO
Code FBC2017frPI2014
CS1.
TC 0.29
SC 0.68
WB 0.22
Matrix -MS
DEFL. in
V9rt(LL) -0.07
Vert(CT) -0.16
Horz(CT) 0.05
loc) YdeB Ud
9-16 >999 240
9-16 -999 ISO
7 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 82 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.8-12 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-11 oC bracing.
WEBS 2x4 SP No.3
REACTIONS. (Iblaize) 2=1265/0.3.8, 7=1265/0-3-8
Max Harz 2-77(LC 6)
Max Uplift 2=387(LC 8). 7=387(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-23121695, 3-4=2097/643, 4-5=1854/601, 5-6=-20951643, 6-7=-2311/695
BOT CHORD 2-10=-553/2044, 9-10=-45811851, 7-9=-55312044
WEBS 3-10=-277/111, 4-10=-85/572, 5-9=861571, 6-9-2791111 M d A
RNOTES-
1)
Unbalanced
roof
live loads have been considered for this design. 2) Wind: ASCE
7-10; Vuh=140mph (3-second gust) Vesd-108mph: TCDL-4.2psh BCDL-3.Opsh 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 3) Provide adequate
drainage to prevent water ponding. 4) This truss
has been designed for a 10.0 psf bottom chard 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 to all areas where a rectangle 3-6-0 tall by 240-0 wide will fit between
the bottom chord and any other members. 6) Provide mechanical
connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at -lb) 2=387. 7.
387. 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 This item has been 7-0-0.
and 97 lb down and 106 lb up at 84-0, and 189 lb down and 204 lb up at 9-8-0 on top Chord, and 327 lb down and 97 lb up electronically signed and at 7-0.
0. and 66 lb down at 8.4-0. and 327 lb down and 97 lb up at 9-7-4 on bottom chord. The design/selection of such sealed by ORegan, Philip, PE 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). USIn a Digital Signature. g 9 9Printedcopiesof
this LOAD CASE(S)
Standard document are not considered 1) Dead + Roof
live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signed and sealed and the Uniform Loads (pto
Vert: 1-4-
60, 4-5=-60, 5-8=-60, 11-14=-20 nature must be verified signature Concentrated Loads (lb)
on any electronic copies. Vert: 4--142(
F) 5-142(F) 10-327(F) 9=327(F) 17=97(F) 18=-41(F) Philip J. altegan PE No.S8126 MiTek USA, Inc.
FL Carl 6634 6904 Parke East
Blvd. Tampa FL 33610 Date: January 22,
2018
QWARNIND • Verify design
parerererera and READ NOTES am rtos AND INCLUDED aarEK REFERENCE PAGE Afa•147s rev. tmLwois BEFORE USE. Design valid for
use only with WOW connectors. This design Is based only upon parameters shown, and Is for an Individual building component, no[ truss system. Before
use, me building designer must verify the applicability of design parameters and property Incorporsle this design Into the avarae budding design. Bracing
Indicated Is to prevent buckling of Individual truss web andfor C A members only. Additional temporary and permanam bracing M iTe k' 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 bracing of trusses and truss systems, see ANSVTPit Quality Criteria, 08842 and SCSI Building Component 6004 Parka East Blvd. Safety Information available
from Truss Plata InstllNe. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 38610
Job uss Truss Type oty Ply Park Sq Hms/8arcelona-2392A C
T13018018
P2392AC ITE(l HIP 1 I all
Mid-Flodda Lumber, Bartow, FL. 5.1su s gap 10 zuI I col Iex trtau5111413, mc, mon dan zz i cucas zuia rage i
ID:IUEL2vgrkv4uEJUYC2iFzkfng-yAJSIHilk4UvvROYkxZR35EkD9tCnuDWkTpoBtzsq 1 A
1 0 0 5-0-0 i 8-0-0 It."
1-0-0 5-0.0 1-0-0 5-0-0
3
Scale - 1:19.9
4x4 = 4x4 =
3x4 = 3x4 =
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) gden Ud
TCLL 20.0 Plate Grip OOL 1.25 TC 0.35 Ven(LL) 0.04 6-10 999 240
TCOL 10.0 Lumber DOL 1.25 SC 0.43 Vert(CT) 0.07 6-10 999 180
BCLL &0 ' Rep Stress Inv NO WB 0.08 Horz(CT) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MS
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
SOT CHORD 2x4 SP No.2 BOT CHORD
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(1-C 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=1921875
PLATES GRIP
MT20 2441190
Weight: 43 lb FT - 20%
Structural wood sheathing directly applied or 6-3-15 oc purlins.
Rigid calling 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-4.2psh BCOL=3.Opsf; h=25ft: B-46ft; L-241t; eave=4ft; Cat.
If: Exp B: Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL-1.60
3) Provide adequate drainage to prevent water pending.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) 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 at=lb)
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-", and 170 Ili down and 179 lb up at 6-0-0 on top chord, and 86 lb down at 6-0-0. 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 (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase-1.25. Plate Increase=1.25
Uniform Loads (ply
Van: 1-3=-60, 3-4=-60, 4-5=-60, B-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. aRegan PE No.58126
MITek USA, Inc. FL Cart 4634
6904 Parke East 9hd. Tampa FL 33610
Oate:
January 22,2018
Q wARNING - Vedry design parameters and READ NOTES ON TICS AND INCLUDED AgTEK REFERENCE PAGE Ma-7473 rev. I&W/2015 BEFORE USE.
Design valid ter use oft with MlTekS connectors. This design Is based only upon parameters shown, and u tot an kWFrldual building component, not
a truss "am. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall
budding design. Bradng indicated Is to prevent buckling of Individual trans web and/Of Chord members ony. Additional lemporary, and permanent bracing MiTek' Is always required for stabbity, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fablkatlon. storage, delMry. erection and bracing of trusses and truss systems, see ANSVrPIt Quality Criteria, OSS42 and SCSI Building Component 6204 Parke East Blvd.
Safety Informstlon available from Truss Plate Institute, 218 N. Lace Street. Suits 312. Alexandria, VA 22314. Tampa. FL 36810
Job Truss Truss Type Oty Ply Park Sq Hms/Barcelona-2392A C
T13018019
P2392AC F1 ROOF TRUSS 3 11 I Job Reference al
onto-rionda Lunfoar
0-1-8
HIS
tsanow, rL.
1.1111.12
34 = 3x3 =34 FP = US =
2 3 4 5
o. t du s step to w t t mr t etc trtuuames, mc. mun dun LL r r.vL:99 LV to rage r
I D:16EL2vgrkv4uEJUYC2jf zkFng-OMt WydixVOcmWazkle4gbJnoLZSE WDYfz7ZMeJzsq 1 g
2—i
3x4 = 3x4 = Ix3 II 34 = 34 = 3x3 =
6 7 8 9 10 11
Stale - 1:40.1
44 =
12
Fi7A 4A 1
1x3 II 3x3 = Ix3 II I)d II 34 = 34 11 4x5 = 3x4 = 3x4 = 110 11 34 = 34 = 4x5 = 34 II
36 FP =
LOADING (pan SPACING- 2-0-0 CSI. DEFL. In (loc) VdeB L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) -0.20 17-18 >956 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 8C 0.95 Vert(CT) -0.28 17-18 >704 240
BCU- 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.04 13 n/a Na
SCOL 6.0 Code FBC2017/TPI2014 Matrix-S
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2(flat) TOP CHORD
BOT CHORD 2x4 SP No.2(ftat) 'Except'
16-27: 2x4 SP No. ID(flat) BOT CHORD
WEBS 2x4 SP No.3(flal)
REACTIONS. (lb/size) 27=287/0.8.0, 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=-273/30, 2-3=-493/174, 3.5=-128/461, 5-6=397/0,
6-7=172110, 7-8=-2660/0, 8-9=2660/0. 9-10-2613/0, 10-11=2034/0, 11-12--842/0 130T CHORD
25-26=1741493. 24-25=1741493. 23-24-1741493. 22-23=-845/0, 21-22=-845/0, 20.21=0/1212, 19-20=0/2245,
18.19=0/2660, 17-18=0/2660, 15-17=0/2466, 14-15=0/1584 WEBS 1-26=401370. 2-26=300/197.
5-23-01557, 323=699/0, 12-14=0/1121, 5.21=011237, 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=30310, 5-22=-143210 17 Weight: 123 lb FT - 20%F, 1196E Structural wood sheathing
directly
applied or 6-0.0 oc punins,
except end verticals. Rigid ceiling directly applied or 2-2-0
oc bracing. NOTES-
1) Unbalanced floor live loads have been considered for (his
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 on any
electronic copies. Ph01p J. aRegan
PE No.66126 MITek
USA, Ina. FL Car14634
6204 Parke East Blvd. Tampa FL =
0 Date: January 22,2018
Q WARNING - Verify design pammoters end READ
NOTES
ON rt aS
AND INCLUDED ANTEK REFERENCE PAGE Aft-7473 rev. M02/20te BEFORE USE. Design valid for use only with MiTela® Connectors. This design Is
based only upon parameters shown. AM its far an Individual building component, not a truss system. Before use, the building designer must vedly the
applitabirrty of design parameters and property Incorporate this design Into the overall building design. Bracing Indieated Is to prevent buckling of Individual India
web and/or cord members only. Additional temporary and permanent bracing M iTe k' Is sterays raqutrad for stability and to prevent Collapse with possiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and buts systems,
see ANSI/TPII Duality Criteria, 09842 and SCSI Building Component 904 Parke East Bled. Safety Information available from Trust Plate Institute. 218 N. Lee Street.
Suite 312, AlexaMna. VA 22314. Tampa. FL 36610
Job Truss Truss Type Oty Ply Park Sq Hms/Bamelona-2392A_C
T13018020
P2392AC F2 ROOF TRUSS 5 1
Nita-rionaa Lumber,
0-1.8
HI 1.3.0 I
uanbw, rL. o. tau a ovp ra a '-V-
ID:19EL2vgrkv4uEJUYC2jFzkFng-gxZeaflpoJ7LN21JzmeNOx;Mcm r t; f4nOfersg18
Srale= 1:38.9
1x3 II 34 =
34 = 3x6 MT20HS FP = 4xa = 3x4 = 10 = 1x3 II 13 = 34 = 3ja = 41a6 =
2 3 4 5 8 7 a 9 10 11 12 13
17
bit 11 3x3 = bit 11 34 = 18 = 4x5 = 3x4 = 3)a = 1 X3 I I 31S MT20HS FP = 4.4 = 34 II
3x3 = 34
7.7.4 23.2-12
l
7.7.4 15.7.8
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. In (toe) Udefl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) 0.15 18-19 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vart(CT) 0.21 18-19 >895 240 MT20HS 1871143
BCLL 0.0 Rep Stress Ina YES WB 0.57 Horz(CT) 0.04 14 n/a n/a
BCDL 5.0 Code FBC2017frP12014 Matrix-S Weight: 121 Ill FT = 20%F, 11%E
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6.0-0 oe purlins,
BOT CHORD 2x4 SP No. I (flat) 'Except* except end verticals.
14-17: 2x4 SP No.2(flat) BOT CHORD Rigid Ceiling directly applied or 6-" oc bracing.
WEBS 2x4 SP No.3(flat)
REACTIONS. (lb/size) 27-295/0-8-0, 14-79910.3-8, 23-1427/0.8-0
Max Uplift 27=-1(LC 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, 13-14=-805/0, 1-2-283135. 2-3=-511/173, 3-5=-511/173, 5-8=0/844,
6-7-37510. 7-8=1609/0. 8-9=-241510, 9.10=2415/0, 10-11=-2390/0, 11-12=19W10, 12-13=-79410
BOT CHORD 25-
26-1731511. 24-25--173/511, 23-24=-459/222, 22-23=-84410. 21-22=0/1134, 20-21-0/2087, 19-20=
012415, 18-19=0/2415, 16.18=012286, 15-16=0/1493 WEBS 6-23-1038/0, 1-
26-47/385, 5-23-64110, 2-26-3091188. 5-24=01608, 3-24-292/0, 13-15-0/1057, 6-22-
0/1206, 12-15-972/0, 7-22-1092/0, 12-16-0/565, 7-21-0/697, 11-16=53710, 8-21-709/
0, 8-20=0/611 NOTES- 1) Unbalanced floor live bads 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 lb uplift at joint 27. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-
0.0 oe 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. Philp
J. aRegan PE NoA124
WTak USA, Ina. FL
Cart HU 6904 Pence Ent
Blvd. Tampa FL 33610 Date: January
22,2018 QWARNIM0 - verify design parameters and
READ
NOTES ON IMS
AND INCLUDED saTEK REFERENCE PAOE 111/IF7473 rev. 100MIS BEFORE USE. Deep valid for use only with WTek® mnnaetors. This
design Is based only upon parameters shown, and Is toe an individual l u" component. not a was system. Before usa, the budding designer must
verily the applicability of dealpn parameters and property Incorporate this design Into the overall budabp design. Bredng indicated Is to prevent luck Ing
of kloMdual tnAs web andlor chant members only. Additional temporary and permanent bracing M ITe k' Is always required far stability and to prevent collapsewithpossiblepersonalInjuryandpropertydamage. Fat general guidance regarding the fabrication. Storage, delMry. erection and trading of trusses and
truss systems, sea ANSVTPII Quality Criteria, 08829 and SCSI Building Component 6904 Parka East Blvd. Safety Information avellable ham Truss Plata Instdule. 218 N.
Lee Street. Suite 312. Alexandria, VA 22314. Tampa. FL 38810
Job Truss Truss Type Oty Ply Park Sq Hms/Barcelona-2392A_C
T13018021
P2392AC F3 GABLE 1 1
ob e eall
mtu-none wmuer, narrow, rL.
she
41
t 4-10.0 t
L5x4 II
1 2 3 4 5 6
b. tau 3 aep to Au t t mt t ea enousates. Inc. man Jan Ax t I:VL:90 du ICI raga t
10:IVEi_2vgrkv4uEJUYC2ifzkfng4761o?mRZc7C?CHWXU9crngxhyUkMS7BFukXZo4zsq 15
Scale - 1:37.8
3xS MT20HS FP = 3x3 II
7 8 9 10 11 12 13 14 15 18 17 18 19 20
40 39 36 37 36 35 34 33 32 31 30 29 28 27 28 25 24 23 22 21
1.Sx4 11 18 MT20HS FP = 3x3 II
11.5.4 12.9.4
aa4 2.14 3S4 i 4-114 @ &14
a9.4 1.4-0 1-0 14-0 1.2-0
7.51 a94 la1. 1 124-0 14.14 1554 16&4 1a14 1&54 2afr4 22.14 2-fa9
1.4.0 a9.41.4-0 Id-0 1.4.0 a3.41•012 1412a 7 1.4-0 1.4-0 1•l•0 1.4-0 14.
LOADING (pan SPACING- 2-0.0 cSl. DEFL. in loc) Vdefl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) n/a We 999 MT20 2441190
TCOL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) We n1a 999 MT20HS 1871143
BCLL 0.0 Rep Stress Iner NO WB 0.23 Horz(CT) 0.00 21 Na n/a
BCDL 5.0 Code FBC2017/rP12014 Matrix-R Weight: 101 lb FT - 20%F, 1196E
LUMBER- BRACING.
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(Bat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
OTHERS 2x4 SP No.3(Bat)
REACTIONS. All bearings 22-10-8.
lb) - Max Grav All reactions 250 lb or less at joint(s) 40, 21, 30. 31, 32, 33. 35. 37. 38. 39. 29. 28. 27. 26. 25.
24, 23, 22 except 36-1004(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
WEBS 5-36=-99110
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 14-0 oc.
6) Recommend 2x6 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss with 3.1 Od (0.131" X W) nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
7) CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (pin
Vert: 2140-10. 1-20-100
Concentrated Loads (lb)
Vert: 5=-865
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
Well USA, Inc. FL Cart 6634
6204 Parke Ent Blvd. Tampa FL 33610
Date:
January 22,2018
QWAAVMO • Vartly doslgn panmafars and READ NOTES ON INS AND INCLUDED AGTEX REFERENCE PAOE MIAT473 nv. /000WON BEFORE USE.
Design valid for use ony with MfTek* 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 at design parameters And property Incorporate Ihls design Into the overall
butldlrq design. Bracing Indicated Is to prevent buckWeg of Individual truss web snorer chord members anty. Additional temporary and permanent bracing M iTek' le always fanptlmd for stability and to prevent collapse with possible personal Injury and property damage. For Worst guidance regarding the
fabrication, storage, delivery. erection and bracing of wises and truss systems, see ANSlfTPI1 Ouallty CrItarrs, OSS49 and SCSI Building Component 890r Parka East Blvd.
Safety Infomtatlon available from Truss Plate Institute. 219 N. Lea Streal, Suite 312 Alexandria. VA 22314. Tampa. FL 36610
Job Truss Truss Type Oy Ply Perk Sq Hma/Bareelons-2392kC
T13018022
P2392AC F4 ROOF TRUSS 2 1
Job Reference loationall
mta-I-100041 urm0e1, 0anuw, ru.
0.1.8
Hl
ID:IUEj_2vq;,v uEJUYC2jfzkfng-nJgP9Km3KwF3dMdSBgnMUeUagEBR107OG7KXzsg14
1 2-' a —i Scale = 1:38.5
34 =
4x4 = 3x5 = 3x5 = 1x3 II 10 = 34 = 34 MT20HS FP =
2 3 4 5 a 7 a 9
4x4 = 5xe
10 11
2.4 II 5xa = 4x4 = 3x8MTIBHS FP = 3x4 = I)d II 34 = 3x4 = I'd II 4x4 = 5x8 = 3x3 II I)
a 11 3x4 = LOADING (
psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Udell Ud TCLL
40.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL) -0.45 18 >575 360 TCDL
10.0 Lumber DOL 1.00 BC 0.77 Vert(CT) -0.62 18 >420 240 BCLL
0.0 Rep Stress Ina YES WB 0.77 Horz(CT) 0.09 12 n/a n/a BCDL
5.0 Code FBC2017frP12014 Matrix-S LUMBER-
BRACING - TOP
CHORD 2x4 SP No.I D(Bat) 'Except* TOP CHORD 8-
11: 2x4 SP No.2(flet) BOT
CHORD 2x4 SP No. 1(Bat)'Except* BOT CHORD 12-
21: 2x4 SP OSS(eat) WEBS
2x4 SP No.3(8at) REACTIONS. (
lb/size) 25=11861"-O, 12-1186/G3-8 FORCES. (
lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) 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.
8=5228/0, 6-7-5104/0. 7-9=4419/0, 9-10=-3092/0, 1G-11--1221/0 BOT
CHORD 23-244/2260, 22-23=0/3869, 20.22-0/3869, 19.20=0/4872, 18-19=0/5228, 17-18=0/5228, 16-
17=0/4909, 15-16=013891. 14-15=0/3891, 13.14=a/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. 3.23-110410, 9-16=0l718, 3-20=01688. 7-16-68110, 4-20-691/0, 7-
17=01475, 4-19-47/847, 6.17-576/232, 5-19-363/0 PLATES GRIP MT20 2441190
MT20HS 1871143
MT18HS 2441190
Weight: 114
lb FT -
20%F, 11 %E Structural wood sheathing direly
applied or 2-2-0 oc; purlins, except end verticals. Rigid
ceiling direly applied
or 10.0-0 oc bracing. NOTES- 1) Unbalanced floor
live
loads have been considered for this design. 2) All plates are
MT20 plates unless otherwise Indicated. 3) Recommend 2x6 strongbacks,
on edge, spaced at 10-0-0 oc and fastened to each truss with 3.10d (0.131" X 3") nails. Strongbacks to be attached
to walls at their outer ends or restrained by other means. 4) CAUTION, Do not
erect truss backwards. 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.
Philp J.ORegan PE
No.69129 WTak USA, Inc. FL
Cart 66U 69U Parke East Blvd.
Tampa FL 33610 Will: January 22,2018
A—
mmO - Verily dulan
paramsfara and READ NOTES ON — AND INCLUDED aaTEK REFERENCE PAOE Hill) 73 rev. fdNL30t3 BEFORE USE. Design valid for use
only with MRaldb connectors. This design Is based only upon paramatent shown, and le (Or an Individual building Component, not e truss system. Before
use, me building designer must verily the applkADloty of design parnMetaM and preperiy Incorporate this design Into the overall Ouitding design. Bracing Indicated
Is to prevent bucWhq Or Individual truss web endlat chord mambent 0". Additional temporary and parmanent bracing M iTek' Is atwaya required for
stability and to prevent collapse with possible personal Injury and pmpetty damage. For general guidance recanting the tabtkatlen, storage, delivery, erasion
and bracing of trusses and truss systems, sea ANSM11 Quality Criteria, 03042 and SCSI Building component SOW Parke Fast Blvd. Safety Information available ham
Truss Plate Institute. 218 N. Lea Street. Subs 312. Alexandria, VA 22314. Tampa. FL 36610
Job Truss Truss Type oty Ply Park Sq Hrns/Bomelona-2392A_C
T13018023
P2392AC F5 ROOF TRUSS 5 11 I Job Reference (optional)
mm-rwnea LUmaer, oanuw, rr..
I 1-
414 =
2
1 '0---1
o. r.x1 s aep ra su r r mi r ea muusmes, mc. mun dan « r rua:uu zu ro rape 1
IO:16EL2vgrkv4uEJUYC2ifzkFng-FWEnOgnh4ENwEVOufvB4re 1 p9_BCwvnYL20gsusq 13
Scale 2 1:35.6
3x3 = 3x5 = Ix3 II
10 = 3x4 = 1.3 II tx3 II 34 = 34MT20KSFP = 4x5 = 14 =
3 4 5 B 7 8 9 10 1t 12
34 II 44 = 3x8 MTISHS FP = 3x4 = 34 = 34 = 3x5 = 4x5 = 16
4x4 = 34 =
14i-0 4-0-0 843-0 12-4-0 14-10-0 17 4-0 19LO-O 21.4-0
t$-0 2.8-0 241-0 5-100 2-&0 26-0 280 16-0
Plate Offsets (X.Y)- 11:Edoe.0.1-81.118:0-1-8.Edael
LOADING (pan SPACING- 2-0-0 CSI. DEFL. In (loc) udea LID
TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 V@n(LL) -0.42 16-17 >599 360
TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(CT) .0.58 16-17 >435 240
BCLL 0.0 Rep Stress Ina YES I WB 0.73 Horz(CT) 0.09 13 nla n/a
SCOL 5.0 Code FBC2017/rP12014 Matrix-S
LUMBER- BRACING -
TOP CHORD 2x4 SP No. I(8at)'Except' TOP CHORD
9-12: 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No. I(flat) *Except* BOT CHORD
13-20: 2x4 SP OSS(eat)
WEBS 2x4 SP No.3(8at)
REACTIONS. (lb/size) 23-115310-3-8, 13=115310-4-0
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 260 (lb) or less except when shown.
TOP CHORD 1-23-1148/0, 1-2=-1191/0. 2-3-301510, 3-4=-4220/0, 4-5=4999/0, 5.8=-4999/0,
6-7=-4999ro, 7-8=-464010, 8.10-369010,10.11=217710
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=167110, 1-22=0/1538, 11-14=0/1279, 2-22=1472/0, 10-14-1237/0, 2-21-011064, 10-15=
0/868, 3-21=1020/0. 8.15=-84310, 3.19=0/656, 8-16=0/479, 4-19-64710, 7-16=-455I0, 4-
18=66/766, 7-17--295/536, 5-18=35110. 6-17-256/75 25 O PLATES GRIP
MT20 244/
190 MT20HS
187/143 MT18HS
244/190 Weight:
109 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 floor
live
bads 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.
Phitlp J. Megan PE
No.58128 MITsk USA, Inc. FL
Carl 4434 6904 Parke East Blvd.
Tamps FL 33810 Date: January 22,2018
QW
mma - vwlry design
parameters and READ NOTES ON INS AND INCLUDED AOTEK REFERENCE PAGE 11/147472 ray. t"WOrs BEFORE USE. Design valid tot use
only with MiTelob connectors. This design la based only upon parameters dawn, and Is for an Individual building component, not a truss system. Before
use, the building designer must verity me applicability of design parameters and property Incorporate mu design Into the overall budding design. 8radng Indicated
Is to prevent buckling of Individual truss web andfor card members only. Additional temporary and permanent braeing M iTe k' la sways required forstabilityandtopreventeonapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrlestIon. storage, delMry. erection
and breldng el trusses snd truss systems, we ANSIRPII Quality Criteria, OSS49 and SCSI Building Component 6904 Parke Fast am. Barely Information available from
Truss Plate Institute. 218 N. Led Street. Suite 312. Alexandria. VA 22314. Tampa. FL 36610
Job Truss Truss Type Oty Ply Park Sq Hms/Bareelona-2392A C
T1301e024IP2392ACFSAGABLE11
D e e to i all
mia-rionaa Lumoer, oartow, rL.
D.He
a. t Jar a aaP ra as a car i as rrruuaaroa, ma, man Jan cc r cuca r fA 10 raya r
ID:ItiEL2vgrkv4uEJUYC2jFzkfng-jio900oKrXVnsfl4CdJOnZAWOiS(X_hailDOPzsq 12
0-ice
Scale a 1:35.6
34 MT20HS FP =
3,6 =
3 4 5 8 7 8 9 10 11 12 13 14 15 16 17
37
7
35 34 33 32 31 30 29 28 27 28 25 24 23 22 21 20 i9 18
34 = 34 MT20HS FP = 3x3 =
10La 10.11-8
1.44 ' 1.4-0 1 1.4-0 1 1.4-0 ' 1-" 1.4-0 ' 1.1-8 01-e '67-8
04-8
14-8 ' 1.4-0
0.34
1-" 1.4-0 14.0 1.4-0 1.1-0 ' 14-0
LOADING (pan SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 2441190
TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a n/a 999 MT20HS 1871143
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 1B n/a n/a
SCOL 5.0 Code FBC2017frPI2014 Matrix-R Weight: 93lb FT a 20%F, 11%E
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2(8at) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oe purlins,
BOT CHORD 2x4 SP No.2(8at) except end verticals.
WEBS 2x4 SP No.3(8at) BOT CHORD Rigid ceiling directly applied or IG-0.0 cc bracing.
OTHERS 2x4 SP No.3(8at)
REACTIONS. All bearings 21-4-0.
lb) - Max Grav All reactions 250 lb or less at joint(s) 35, 18. 34, 33, 32, 31. 29. 28. 27. 26, 25. 24. 23. 22, 21.
20.19
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES.
1) All plates are MT20 plates unless otherwise Indicated.
2) All plates are 1x3 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 14-0 cc.
6) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 cc 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. ORegan PE No.58128
WTek USA, Ina. FL Ced 41U
9904 Perks Ent Blvd. Tempe FL 31818
Date:
January 22,2018
AWARNING - Vanity design paramsfas and READ NOTES ON THIS AND INCLUDED ANTEK REFERENCE PAGE Ma-7472 rev. tUL12015 BEFORE USE.
Design valid for use only with MITek® Connector$. This design Is based only upon parameters shown, and Is for an Individual building component, not
a truss system. Before use, the buedktg designer must verity me applicability of design parameters and property Incorporate this design Into me overall
building design. Bracing Indicated Is to prevent bucking of Individual truss web and/or chord members only. Additional temporary and pemlendrd bracing M iTe k' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the
fabrication, storage, delivery, arecilen and bracing of trusses and truss systems, ase ANSVTPII Quality Criteria, 03842 and BC31 Building Component 6904 Parke East Blvd.
Safety Information available from Truss Piste Institute. 218 N. Lace Sit". Suite 312. Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Oy Py Perk Sq Hrns/Barcelons-2392l_C
T13018025
P2322AC FOG ROOF TRUSS 1 d don
MID-1•10110a Lumoer, aanow, FL. e.13u s bep 10,iu1I N111eK Incusmes, Inc. man ran ac i t:u4at Auto rage i
ID:16Ej_2vgrkv4uEJUYC2jfzkfng-jio900oKrXVnsfl4CdJOnZ2wOU71JDhatIDOPzsq 12
0.1.8
H 1-0 1.11-12-i Scale = 1:32.8
axe = 4x6 II 516 11 44 11 2x6 II 34 11 3x8 II axe II 7x8 II 31d II
2 3 4 5 6 7 23 8 9 10 11
44 11 exit = 3x8 11 $xe II 24 II 34 11 16 11 3x6 11 6x7 = 616 =
tx3 =
12.2-12
r
19-2-12
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Uden L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) 0.31 15-16 745 360 MT20 244/190
TCOL 10.0 Lumber 1.00 BC 0.93 Vert(CT) 0.42IS-16 541 240
BCLL 0.0 Rep Stress Ina NO WB 0.91 Horz(CT) 0.06 12 n/a n/a
BCDL 5.0 Code FBC20171TP12014 Matrix-S
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2(nat) TOP CHORD
BOT CHORD 2x4 SP No.l(nat)
WEBS 2x4 SP No.3(nat) BOT CHORD
REACTIONS. (lb/size) 12-1908/0-3-8.21-1244/0.8-0
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3-2620/0, 3-4=-3761/0, 4-5=-5278M, S-6= 6147/0, 6.7=6147/0, 7-8=-6398/0,
8-9-5251/0, 9-10--3782/0
BOTCHORD 20-21-011520. 19-20=013761. 18-19=0/4688, 17-18=0/6147, 16-17=a/6147, IS-16=0/6521, 14- 1 5=
016 150, 13.14=0/5251, 12-13=012334 WEBS 10.12-
2972/0, 2-21-1918/0, 10.13=0/1915, 2-20=0/1456, 9.13-1906/0, 9-l4=0/711, 3-20-148010.
3-19=0/706, 8-14-116510. 4-19-107210. 8-15=0/396, 4-18=0/993, 7-15-382/
77, 5-18-134410. 7-16-8371363, 5.17=-62/432 Weight: 152 Ill
FT = 20%F, 1196E Structural wood sheathing
directly applied or 6-0-0 oc putting, except end verticals.
Rigid ceiling directly
applied or 10.0-0 oc bracing. NOTES- 1) Unbalanced
floor
live bads have been considered for this design. 2) Bearing at
joint(s) 21 considers parallel to grain value using ANSI/rPI 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 17-6.8 on top chord. The designiselection 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 (plt)
Vert: 12-21-
10. 1-11-100 Concentrated Loads (Ib)
Vert: 10-357(
F) 9-357(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 on any electronic
copies. Philip J. alkegan
PE No.69126 Wait USA, Inc.
FL Cart 6634 69k Parke East
Blvd. Tampa FL 33610 Date: January 22,
2018
Q WARNING - Vw*
das/gn parsmsta and READ NOTES ON TOGS AND INCLUDED AOTEK REFERENCE PAGE 01-7472 rev. VO/M015 BEFORE USE. Design valid for
use only with Mrek® connectors. This design is tweed only upon parameters Shown, and Is for an Individual building component, not a truss system.
Before we, the building designer must verify the appllabiitty, of design parameters and properly Incorporate this design Into the overall building design. Sred
ii indicated Is to prevent buckling of IndMduel truss web and/or chard members only. Additional temporary and permanent brwAng M iTe k- Is always rsqulradforstabilityandlepreventcosepaewellpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication. storage, delivery,
erection and bracing of trusses and truss systems, sea ANSVIPII Quality Cnterta, 09842 and BCSI Building Component 6904 Parke East Blvd. Safety Information available
from Tens puts Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tamps. FL 36610
Job Truss Truss Type Oty Ply Park Sq HmslBafcelona-2392A C
T13018028
P2392AC F7G ROOF TRUSS 1 I Job Reference (optional)
MIC-1-10111da Lumber, tJBnoW. 1-L.
0-1-8
H 1f3.0
a. tau s aep to cu t t mr i as mbumnes, roc. mon aan ee t cuc:ac cu la rage t
10:ltiEL2vgrkv4uEJUYC2iFzkf ng-BuMXd MpyaddUpaHmKEYW?6EFngBOnzgpMVnxszsq 11
1.1
Scala • 1:32.8
2x8 II
14 = 74 11 44 II 30 11 &A 11 24 11 5x8 II 4x8 II 4x8 II 8x8 = 3xe II
1 2 3 4 23 5 8 7 8 9 10 11
Sx8 II 6x7 = 3x7 II 3x8 II 2xe II 4x8 11 4x8 II axe 11 are = B)d =
ba =
19-2-12
19-2.12
LOADING (psi) SPACING- 2-0.0 CS1. DEFL. in loc) gdefl Ud
TCLL 40.0 Plate Grip OOL 1.00 TC 0.53 Vert(LL) 0.30 17 769 360
TCDL 10.0 Lumber DOL 1.00 8C 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 5.0 Code FBC2017/rP12014 Matrix-S
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2(flat) TOP CHORD
BOT CHORD 2x4 SP No. t(flat)
WEBS 2x4 SP No.3(flat) BOT CHORD
REACTIONS. (lb/size) 12-128110-3-8.21=175810-8-0
FORCES. (lb) -Max. Comp./Max. Ten. -Aft 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, 7-8-5422/0,
8-9-386610. 9-10=-2693/0
BOT CHORD 20-21=012174, 19-20=0/5014, 18-19=0/6029, 17-18=0/6667, 16-17=0/6667, 15-16=0/6103, 14-15=0/
4775, 13-14-0/3868, 12-13=0/1549 WEBS 10-12-
1971/0. 2-21=2744/0, 10.13-0I1514, 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=131610, 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 PLATES GRIP MT20 2441190 Weight: 152
lb FT =
20%F,
11 %E Structural wood sheathing direly applied or
6-0-0 oc purlins. except and 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 ANSIrrPI 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) 239 lb down at 1-941. 239 lb 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 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 (8). LOAD CASE(S) Standard 1) Dead +
Floor Live (balanced): Lumber
Increase-1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 12-21-
10. 1-11=
100 Concentrated Loads (lb) Vert: 2=-239(
8) 3=239(
8) 5-239(8) 23=239(13) 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.
URegan PE N*.S8126 .
kllTak USA, Inc. FL Cart $834
69U Parke East Blvd. Tamps FL
33919 Data: January 22,2018 Q wARN/
No •
Varlfy deslgn parameters
and READ NOTES ON Ties AND INCLUDED MTEK REFERENCE PAGE 11111114472 tay. 14e2/2015 BEFORE USE. Design valid far use only with
MITek®dmhociors. This design la based only upon parameters shown, and Is for an Indhridual building component, ad a truss "am. Before use, the
building designer must verify the applicability of design pafinetefs and property UwArporato this design Into the overall building design. Bracing Indicated Is a
prevent bucklktg of Indlvldual truss web andlor chord members only. Additional temporary and permanent bracbp M iTek' Is always required la stability andtopreventcollapsewithpossiblepersonalInjuryandproperlydamage. For general guldanca regarding the fabrication. storage, delhery, aradion and bracing
of trusses and truss systems, we ANSIRPI1 Dually Criteria, 03049 and SCSI Building Component 8904 Parka Fast BM. Safety information awllable from Teas Plata
Institute, 21a N. Lail Strad, Suds 312. Alexandria. VA 22314. Tampa, FL 36610
Truss truss Type Oty Ply Park Sq HmslBarcelona-2392A-C
T13018027rb382ACF8 . ROOF TRUSS 5 1
Job RaftOo a
mla-/lone Lumber, nanow, I-L.
at-e
H 1.3.0
lx3 =
1 34
3x3 = 1x3 II
2 3
a.l du s aep ia LV i r mr 1 eK inauslnes, mc. man Jan LL i uux:aJ LV la raga r
I D:ItiE)_2vgrkv4uEJUYC2jf zkFng-(5wwripaN91U5zgTK 11nTCeR 1 BHa7NH_20E KTlzsq 10
I)a II 3x3 =
4 5
S le = t:18.8
3x3 =
8 I)a =
U U
11 10 9 3x3 8
3.4 11
LOADING (psQ SPACING- 2-0-0 CSt. DEFL. In (loc) Udefl Ud
TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Ven(LL) 0.05 tat t 999 380
TCOL 10.0 Lumber DOL 1.00 SC 0.41 Ven(CT) 0.06 10-11 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.01 7 Me n/a
BCOL 5.0 Code FBC2017/TPI2014 Matrix-S
LUMBER- BRACING.
TOP CHORD 2x4 SP No.2(flat) TOP CHORD
SOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat) BOT CHORD
REACTIONS. (lb/size) 12-540/0-3-8, 7-540/0-3-8
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-12=-537/0. 6-7--537/0. 1-2=-52010. 2-3=1116/0, 3.4=1116/0, 4-5--1116/0, "=-520/0
BOTCHORD 10-11=01940.9-10=0/1116,8-9=0/940
WEBS 6-8=0/632, 1-11=0/632, 5-8=-583/0, 2-11-58310, 5-9=0/383, 2-10=01383 3x4
II PLATES
GRIP MT20
2441190 Weight:
54 lb FT - 20%F, 1196E Structural
wood sheathing directly applied or 6-0.0 oc purlins, 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) 12. 7 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify 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. 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. Milan PE No.68126 IdiTak
USA, Inc. Fl. Carl 4634 62U
Parke Ent Blvd. Tampa FL 33610 Oats:
January
22,2018 Q
WARNINO - Verify design parameters and READ NOTES ON TIES AND INCLUDED AOTEK REFERENCE PAGE M8,703 rev. tO0212015 BEFORE USE. Deep
valid rot use any with MRek® connectors. This design Is based Croy upon parameters Mown, and is for an Individual building Component, not a
truss system. Bator* use, the building designer must verify tiro applicability of design parameters and property Inwporate this design Into the overact building
design. Bracing Indleated Is to prevent budding of Individual truss web and/or chard members way. Additional temporary and permanent bracM0 Welk' Is
aisrays required for Stability and to prevent canape@ with possible personal Injury and property damage. For general guidance regarding the fabrication,
storage, delivery, erection and bracing at truseas and truss systems, sea ANSVIPIt Quality Cdteds. 03049 and 8C51 Building Component 6904 Parke Fast Blvd. Safety
Information available from Truss Piste Institute, 210 N. Lila Street, Suite 31 Z Alexandde. VA 22314. Tampa, FL 38810
Job Truss Truss Type Oy Ply Park Sq Hms/Barcelona-2392A C
T13018028
P2392AC FBA ROOF TRUSS 1 1
ob Reference (ontionall
mia-t•tanaa LUmoef, COMM I'L.
1J-0
TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED
LOADS AT ITS CANTILEVERED END(S).
ba = 3,0 II 3)d = 1x3 II
t 3)d= 2 3 4
13
3
0.10u 3 Dep I 4u I I can I ea muuemee. Inc. mu" aan ac t t:uc:ad to to rage r
ID:IUEj_2vgrkv4uEJUYC2iFzkfng-(SwwdpaN91U5z9TK 1InTCeOhBHP709_20EKTlzsq 10
1x3 II 34 =
8
Scale - 1:16.8
3x3 =
7 I)a =
11 10 9
3x8 MT20MS =
1.6.4
34 =
t•4-0 f1-2-0 ' 2.8.12
0.2.4
4•&o 1440 '
LOADING (par) SPACING- 2-0411 CSI. DEFL. In loc) Udefl Ud PLATES GRIP
TCLL 40.0 Plate Grip OOL 1.00 TC 0.48 Vert(LL) -0.05 9-10 >9W 360 MT20 2441190
TCDL 10.0 Lumber DOL 1.00 BC 0.43 Vert(CT) -0.07 9-10 >999 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES W El 0.24 Horz(CT) 0.01 8 n/a n/a
BCOL 5.0 Code FBC20171TP12014 Matrix-S Weight: 57 lb FT = 20%F, 11%E
LUMBER- BRACING -
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 ceiling directly applied or 10.0-0 oc bracing. Except:
6-0-0 oc; bracing: 12-13.
REACTIONS. (lb/size) 8=440/0-4-0, 12-63910-8-7
Max Grev 8=450(LC 4). 12=639(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 7.8=45310, 3-4=-761/0, 4-5-761/0, 5-6=-761/0, 6-7=-424/0
BOT CHORD 11-12-0/427. 10-11=0/761, 9-10=01740
WEBS 7-9=0/513, 6-9=440/0, 3-12=589/0. 3.11=0/505, 4-11-261/0
NOTES.
1) Unbalanced floor live loads have been considered for this design.
2) All plates are MT20 plates unless otherwise indicated.
3) Bearing at jolnt(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verlfy
capacity of bearing surface.
4) Recommend 2x8 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.68126
Wait USA, Inc. FL Cart $636
6994 Parke Ent Blvd. Tampa FL U610
Data:
January 22,2018
Q w-NG . vartry daalan pammetere and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. faNLlafa BEFORE USE.
Design valid for use mly with M(TakS connectors. This design Is based only upon parameters shown, and is for an Individual building Component, not
a truss "am. Before use, the building designer must valiy the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing indicated Is to prevent buckling of Individual truss web and/or Chord members only. Additional temporary and permanent bracing M!Tek" Is always requlred for stability end to prevent Collapse with possible personal Injury and property damage. Fat general guidance regarding the
rabricatlon• storage. delivery, erection and bracing of trusses and truss systems, me ANSVTPI1 Quality Criteria, OSB49 and SCSI Building Component 9904 Parka East Blvd.
SafetyInformation available from Truss Plate Institute. 218 N. Lea Street. Suite 312. Alexandria, VA 22314. Tamps. FL 36610
Job Truss Truss Type Park Sq Hms/Bafcetona-2392A C
T13018029
P2392AC F9 ROOFTRUSS 10ty IPly4 1
b al
mla-r,onaa Lumber, aanow. P-L.
1.3.0 1.4.8
a.1Ju s sep 1n zuI i ant I es industries. Inc. man aan as 1 uu co% aura rage i
ID:IUEL2vgrkv4uEJUYC2iFzkfng-7HU122gCBStL(7kfulG09OBh3bipssT7Gg_I?kzsq 17
1.54
IIrJ II 1x3 II 3x8 = 1x3 II tx3 11 3x6 =
1
3x6 —
2 3 4 5 6 7
h
r r i Ila r r "0
i
owl
A
a
3.3 It 34 11
Seale - 1:16.7
44.8 4 9-1-0
44.6 0-1 4-7-0
Plate Offsets (X.Y)— f7:0.3-0.Edoel
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loe) Uden L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Verl(LL) -0.01 9 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.10 Vert(CT) -0.01 9 >999 240
BCLL 0.0 Rep Stress In<r YES WB 0.14 Horz(CT) 0.00 8 n/a n/a
SCOL 5.0 Code FSC2017/TPI2014 Matrix-S Weight: 53 lb FT - 20%F, 1196E
LUMBER- BRACING -
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 ceiling directly applied or 6-" oc bracing.
REACTIONS. (lb/size) 14=239/Merhenical, 8=243/Mechanical, 11-490/0-8-0
Max Grav 14-249(LC 10). 8-253(LC 7). 11-494(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
WEBS 4-11=-476/0, 1-13=0/293, 4-12-0/279, 7-9=0/300, 4-10=0/285
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) Refer to glyder(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.
Slrongbacks 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.
Philip J.IYRegan PE No.66126
MITek USA, Inc. FL Cad 6634
6t10/ Parke East Blvd. Tampa FL 33616
Gale:
January 22,2018
QWARMNO - Vadry dasrgn panrttat. and READ NOTES ON rMB ANO INCLUDED M1TEK REFERENCE PAGE M11-f172 rev. f&VWOfS BEFORE USE.
Design validfor use onlywah Mfrek®connadora. This design Is based ony upon parameters shown, and le for an IndMoual bueding eonWneM, rat s truss
system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the ovataa building design.
Bracing Indicated Is to prevent budding ofindividual Inns web artd/a sent membersonly.Additionaltemporary and permanent bracing M iTek' Is akways requiredforsiabsayandtopreventcollapsewinpossiblepersonalInjuryandpropertydamage. For general guidance regarding the falrk:mlon. storage,
delivery, erectse ion and bracing oftrussesandtrusssystems, a ANSVcriteria.TPIt Quality criteria. a. OS1342 and BCSIBuilding component 0904 Parke East Blvd. Safety lntonnatlen available ham
Truss Plate Institute. 218 N. Lea Street. Suite 312. Alexandria. VA 22314. Tampa. FL 38810
Job Truss Truss Type Oty Ply Park Sq HmslBarcelona-2392kC
T13018030lJobP2392ACF9AGABLE11
Reference
ww-r1011ea Lumber, oana v, rL.
214 II 3 1x3 II
sap a rvyv .
ID:IUEj_2vgtkv4uEJUYC2iFZkfng-bT1gGOrgvm?CLHJsRSnFYdksL73UbLyH\AgRXAzsgl_
4 Ix3 11 S Ix3 II 634 11
Scale - 1:12.7
12 11 10 9 8 7
3x3 II 1x3 11 1x3 11 tx3 II 1x3 11 3x3 II
14-0 2-8-0 2 •12 34-2 3-11.8 2-0 S$-0 6-10-0
14.0 14-0 2 0I 4 0$-8 2.8 14-0 14-0
LOADING (pan SPACING- 2.0-0 CSI. DEFL. In floc) Well Vd PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) n/a n/a 999 MT20 2441190
TCDL 10.0 Lumber DOL 1.00 Be 0.01 Vert(CT) n/a n/a 999
SCLL 0.0 Rep Stress Inv YES WB 0.03 Horz(CT) 0.00 7 n/a n/a
BCDL 5.0 Code FBC2017fTP12014 Matrix -Ft Weight: 33 lb FT - 20%F, 11%E
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purtins.
BOT CHORD 2x4 SP No.2(0at) except and verticals.
WEBS 2x4 SP No.3(0at) BOT CHORD Rigid ceiling directly applied or 10-0-0 oil bracing.
OTHERS 2x4 SP No.3(8at)
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 oil.
4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.10d (0.131" X r) 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. URegan PE No.66126
WTek USA, Ina. FL Cart 6634
6M Parke Ent Blvd. Tampa FL 33619
Datr.
January 22,2018
Q wARNINO • verity design parameters and READ NOTES oN Ties AND INCLUDED NITEK REFERENCE PAGE NII.74T3 rev. 10011"015 BEFORE USE.
Design valid tar use only with Mrrek® Connectors. This design Is based only upon parameters shown, and b lot an IndMdual building Component. AM
a truss system. Before use, the building designer must verity Ile sppllubilily of design parameters and property b,corparato Itds design into the overall
building design. Bracing indicated Is to prevent buckling of indMdual truss web andlar Chord members only. Additional temporary and pam,erent braWg MiTek' It always raqulred lot ttatltlay and to prevent collapse with possible pananal Injury and propel damage. For general guldIMC11 regarding the
fabrication, Storage, dellery, erection and bracing of trusses and truss systems, sae ANSI TPII Quality Criteria. 0384e and SCSI Building Component 6MM Parke East Btw.
Safety Informatlon available from Truss Plate Institute. 216 N. Lae Street. Suite 312. Alexandria, VA 22314. Tampa, FL 38610
Truss Truss Type City Ply Park Sq Hma/Bereefona-2392l_C
T13018031rb392ACF10GABLE11
0 o al
mru-munue wmuar, oanuw, rl.
I Ix3 II 2 1x3 II
1x3 =
14 =
o. r ou s asp m -u r r mr r ua uruuamas, mc. mun am w c< raga
ID:IUEL2vgrkv4uEJUYC2jFzkFng-OMtWydixVOcmWazkle4gbJnz42JxWMFtz72MeJzsq 19
Scale a 1:13.4
3 1 x3 11 4 1)0 11 5 1 x3 11 a l x3 11 7 3x3 11
14' 13 12 11 10 9 8
t x3 II I x3 11 1 x3 11 t x3 11 t x3 11 t x3 11 3x3 11
LOADING (pan SPACING- 2.0-0 CSI. DEFL. In loc) Udell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Ven(LL) We n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) We We 999
SCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(CT) -0.00 8 We We
BCDL 5.0 Code FBC20171TP12014 Matrix-R Weight: 35 lb FT - 20%F, 1196E
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 7-2-8 oc purlins,
BOT CHORD 2x4 SP No.2(8at) except end verticals.
WEBS 2x4 SP No.3(0at) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2x4 SP No.3(flat)
REACTIONS. All bearings 7-2-8
lb) - Max Grav All reactions 250lb or leas at joint(s) 14, 11, 12, 13. 10. 9 except 8=1291(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 7-8=-128710
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 st(ongbacks, 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 CASES) Standard
1) Dead + Floor Live (balanced): Lumber Increase-1.00, Plate Increase-1.00
Uniform Loads (plf)
Vert: 8-14-10. 1-7=-100
Concentrated Loads (lb)
Vert: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.
Ph61p J.0'Regan PE No.66126
MiTsk USA, (me. FL Cart 6634
6OU Parke East Blvd. Tamps FL 33610
Data:
January 22,2018
Q WARNINO • VaN/y dastgn panrrratara and READ NOTES ON rNIS AND INCLUOEO WTEK REFERENCE PAGE aaWQ3 tay. tdN31tdta BEFORE USE.
Design valid far use any with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not
a truss "am. Before use, the building designer must vent' the appllrabilly of design parameters and property Incorporate (his design Into tbe overall
OuaNng design. Bracing Inalcated Is to prevent budding of Individual truss web andfor Chord members 0". Additional lamporary and permanent bracing M!Te k' Is always required for stability and to prevent collapse with possible personal Injury so property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, sea ANSUrPII Dually Criteria, OS1328 and BC81 Building Component 8804 Parka East Blvd.
safety Information available from Truss Plate Institute. 218 N. Lea Street. Suits 312. Alexandria. VA 22314. Tamps. FL 36610
Job Truss Truss Type City Ply Park Sq Hms/Bareelona-2392A C
T13018032
P2392AC F11 ROOF TRUSS 8 1
Reference
mia-moncia Lumber, Barlow, I-L.
H 1-3-0
1 34 _
e.13u a sep 13 zui I cot I ex industries, mc, man aan zz 11:dz:43 2Ule rage I
10:IdEL2vgtkv4uEJUYC 2iFzkFng-uYRu9ziZGhkd8kYxsMcv8WJ2wza7FnEoCmlvBmzsq 18
1.2.4
3x3 =
2 3 34 =
Scale - 1:12.9
16 =
4
1411 34 II
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Well L/d
TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) 0.02 6-7 M 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 We
SCOL 5.0 Code FBC2017rrP12014 Matrix-S
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2(8at) TOP CHORD
SOT CHORD 2x4 SP No.2(8at)
WEBS 2x4 SP No.3(flat) BOT CHORD
REACTIONS. ()b/size) 10=364/0-".5-364/Mechanical
FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-10=-358/0, 4-5=359/0, 1-2=-269M. 2-3=525/0. 3.4=-27910
BOT CHORD 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=-34810
PLATES GRIP
MT20 2441190
Weight: 39 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 10.0.0 oc bracing.
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.
Philip J. aRegan PE No.68126
MiTak USA, ino. FL Cart46U
6984 Parke East Bhd. Tampa FL 11818
Data:
January 22,2018
AWARNING - VrhV dealgn perversions and READ NOTES ON rMS AND INCLUDED ANTEX REFERENCE PAGE 11111-7473 rev. 10OW2015 BEFORE USE.
Oaslgn valid for use only with MfTak* connectors. This design Is based only upon parameters shown, and Is for an Individual busdng component, not
a Wu system. Before use, the building designer must verity the applicability of deep parameters and property Incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delMry. erection and bracing of trusses and truss systems, see ANSIRPII Quality Clem, OSS49 and SCSI Building Component 6904 Parka East BIM.
Safety Information available from Truss PMIa Institute. 216 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 36610
Job Truss Truss Type City Ply Park Sq HmslBarcelona-2392A_C
T13018033
P2392AC F11G ROOF TRUSS 1 1 I b Reference (optional)
ma-vionaa Lumoer, nanow. I•L.
0.14
I —I i1
1 30 =
e.tau s aep to zu i r con ax inousutes, inc. mon lean zz i rucgo zu ro rage r
ID:IUEj_2vgrkv4uEJUYC2iFzkFng-MI7GNJkB17sUmu770378hksOdNga_BSyRO2SjCzsgl7
I 1.24 i
10 =
2 3 3X3 -
19 =
4
1x3 II 3.3 II
Scale = 1:12.9
6.11.4
6.114
LOADING (psQ SPACING- 2-0-0 CSI. DEFL. In loc) Udefl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.92 Vert(LL) -0.04 6-7 >999 360 MT20 244/190
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 WS 0.37 Horz(CT) 0.01 5 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 39 lb FT = 20%F, 1196E
LUMBER- BRACING -
TOP CHORD 2x4 SP No.1(fiat) TOP CHORD Structural wood sheathing directly applied or 6 0 oc purlins,
BOT CHORD 2x4 SP No.2(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) 10=77410.8-0, 5=77410.3-8
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-10=-767/0, 4-5=-769/0, 1-2=565/0, 2-3-1119/0. 3-4-58510
BOT CHORD 6-9=0/1119. 7-8=0/1119. 6.7=011119
WEBS 4-6=0/779, 1-9=0/767, 3.6=725/0, 2-9-753/0
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) Girder carries tie-in span(s): 7-" from 0-" to 6.11-4
3) Recommend 2x6 strongbacks, on edge, spaced at 10" 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.
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
on any electronic copies.
Philip J. ('Regan PE No.68126
h11Tsk USA, Inc. FL Cott 4624
69U Parke East Blvd. Tamps FL 0.1610
Onto:
January 22,2018
AWARNING - VwW design parameters and READ NOTES ON TNI3 AND INCLUDED AeTEK REFERENCE PAGE 11/11-7472 rev. fae3r20re BEFORE USE.
Deep valid for use only with MITsk® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, nil
a truss system. Before use, the building designer must verily the applicability of design parameters and property Incorporate this design into the ovens
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/Or Gard members Only. Additional temporary and permanent bracing M ITek"
Is always required far stability and to prevent Collapse with possible personal Injury and property damage. For general guidance regarding the
isbr, Ion. storage, delivery, eractan and bracing of trusses and truss systems, see ANSVTPn Quality Criteria, 03849 and BCSI Building component 6904 Parke Fast Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 36610
11
Job Truss Truss Type Dry Ply Park Sq HmslBareelona-2392l_C
T13018034
P2392AC F12 ROOF TRUSS 3 1
ball
mta-rlonae salmaer, onnow, rL.
1-3-0
1 16 =
10
34 11
1• . ,. .. .... ail.. .
IO:IGEj_2vgtkv4uEJUYC2jfzkfng-MI?GNJkB 1?sUmu770378hksDhNwR_ESyRo2SjCzsq 17
1.2-0
3x3
2 3 3x3 =
3x3 = ba II
a e
LOADING (pan SPACING- 2 0 0 CS1.
TCLL 40.0 Plate Grip DOL 1.00 TC 0.47
TCOL 10.0 Lumber DOL 1.00 BC 0.33
BCLL 0.0 Rep Stress Iner YES WB 0.18
13COL 5.0 Code FBC2017frP12014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(8at)
WEBS 2x4 SP No.3(flat)
REACTIONS. (lb/size) 10=367/Mechanical, 5=367/Mechanical
FORCES. (lb) - Max. Comp.IMax. 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 CHORD 8-9=0/533, 7-8-01533, 6-7=0/533
WEBS 4.6-0/375, 1-9=0/375, 3-6=342/0. 2-9-34210
3x8 =
4
tx3 II 34
7 8 5
34 II
Scale = 1:12.9
OEFL. to loc) I/de0 Ud PLATES GRIP
Vert(LL) -0.02 8-9 >999 360 MT20 244/190
Vert(CT) -0.02 8-9 >999 240
Horz(CT) 0.00 5 n/a n/a
Weight: 40 lb FT - 20%F, 1196E
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oe purlins,
except end verticals.
BOT CHORO Rigid ceiling directly applied or 10-0.0 oc bracing.
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 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.
PhWp J. aRegan PE No.66126
6gTak USA, [no. FL Carl 46U
6901 Puts East 8Nd. Tampa FL 33619
Date:
January 22,2018
AWARNINO - Verify dasfgn parameters and READ NOTES ON TIOS AND INCLUDED SUM REFERENCE PAGE af1F7473 rev. I&W/20115 BEFORE USE.
Design valid for use wily with MUM mnnardors. ThiS design Is bawd only upon parameters shown, and Is for an Individual building Component, not
a VUSS System. Before use, the budding designer must verity the applicability of design parameters and property incorporate dxs design into the overall
budding design. Bracing Indicated Is to prevent buckling of Individual trust web motor Chord members only. Additional temporary and permanent bracing M iTe k' Is always required for stability and to pravant Collapse with possible personal Injury and properly damage. Fa general guidance regarding the
fabrication. storage, delivery, araellon and bMdng of trusses and truss systems, era AN61RPI1 Quality Cfearla, 03842 and SCSI Building Component 6204 Parka Fast Blvd.
Safely Information available from Trust Plata Institute, 216 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 38810
Job Truss Truss Type Oty Ply Park Sq Hms/Bareelona-2392l_C
T13018035IP2392ACFT1SPECIAL112IJobReference (national)
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 22 11:02:56 2018 Page 1
ID:16Ej_2vgrkv4uEJUYC2ifzkfng•3gb2TkaSg473yDu2791U5rGp8OCIKcYOk T 3dzsgOz
2.3.10 4.5.8 8.7-0 &94 10.11.2 13.1-0 15-2-14 77._4 2 196.10 21-108
2-3-70 2-1.14 2-1-14 2-1-14 2-1-14 2.1.14 2.1.14 2-1-14 2.1.14 2314
THIS TRUSS IS NOT SYMMETRIC.
PROPER ORIENTATION IS ESSENTIAL.
a's = 1.5x4 II 010 = 1.5x4 II 4x8 = 1.5x4 II US = 5x5 = 4x10 = 1.5x4 II
1 2 3 4 23 5 8 7 24 a 25 9 10
Scale - 1:37.1
SA =
2611
4x4 II 7x10 = 2x4 11 8x10MT2OHS = 2.4 II 4x8 = 2x4 11 US = 2x4 11 7xS = 3x4 11
2-3 10 4-5 8 8 7-0 8'9 4 10 11.2 13 1-0 15 2.14 17-72 79-0 10 21-10-0
r
2J•to
1
2.1.14 ( 2.1-14 2 2.1.14
1
2.1.14 2.1-14 2-1-14 2-1 1 2
LOADING (psf) SPACING- 21 CSI.
TCLL 400 Plate Grip OOL 1.00 TC 0.98
TCDL 1&0 Lumber DOL 1.00 BC 0.87
BCLL 0.0 Rep Stress Inn NO WB 0.82
SCOL 5.0 Code FSC2017frP12014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.10 *Except'
8-11: 2x4 SP No.2
SOT CHORD 2x6 SP DSS
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. (Iblalze) 22-310110-74.12-255810-3-8 Max Uplift
22=-434(LC 4), 12=-350(LC 5) DEFL. In (
loc) Udell L/d Vert(LL) -
0.63 17 >409 360 Vert(CT) -
0.87 17 >297 240 Horz(CT)
0.08 12 n/a n/a PLATES GRIP
MT20 2441190
MT20HS 1871143
Weight: 244
lab FT = 20% BRACING - TOP
CHORD
Structural wood sheathing directly applied or 1-5-5 oc purlins, except and
vertieals. BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -
Max. Comp./Max. Ten. - All forces 260 (lb) or less except when shown. TOP CHORD
1-22=-27471390. 1-2=-5674/787, 2-3=-5674/787. 3-4=-13072/1774, 4-5=13072/1774, 14817/1942,
6-7=-14817/1942,7-8-11100/1475,8-9=11100/1475,9.10=-4702/638, 10-11=-
4 7021638. 11-12--22131309 BOT CHORD 21-22=-551386, 20.21=-1454/10574, 19-
20=1454/10574, 18-19=2053/15370, 17-18=-2053/15370,16-17-1835/13940,15-16=-
1835/13940,14-15=-1213/9015, 13-14-121319015, 12-13=-45/318 WEBS 2-21=
5521101. 3-20=311337. 4-19=-510192,
6-18=-47/466. 6-17-701/112. 7-16-60/561, 9.14-39/401, 10-13-
434/82; 1-21=-801/5786, 3-21=5362/730, 3-19=-37512734. 5-19--2514/356, 5-17=-605/
121. 11-13=648/4790, 9-13=-47191629, 9-15=-314/2282. 7-15--31081444, 7-17-1751959 NOTES- 1) 2-ply
truss to be connected together with 10d (0.131"xW)
nails
as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 0C. 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 It 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 (8),
unless otherwise indicated. 3) Wind: ASCE 7-10: Vult-140mph (3-second gust) Vasd=108mph; TCDL=4.
2psf; BCDL-3.Opsf; h=15ft: 8=45ft: L=2411t: eave-4ft; Cal. It: Exp B: Encl.. GCpi=0.18; MWFRS (directional); Lumber OOL=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
bad nonooncurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on
the bottom chord in ell areas where a rectangle 3-6-0 tell by 2-0.0 wide will rd between the bottom chord and any other members. 8) Provide mechanical connection (
by others) of truss to bearing plate capable of withstanding
434111 uplift at joint 22 and 350 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-&12; 5-0-0 from 0-0-0 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 In up at 10-9-4 on ton 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. MOP
J. aRegan PE No.66126
Wait USA, Inc. FL
Cart 4634 69U Parke
East Blvd. Tampa FL 33610 Oat#:
January 22,2018 LG,&C" rowvAllg
pn parameters and READ NOTES ON THIS
AND
INCLUDED IINTEK REFERENCE
PAGE AIH•7472 rev. 141110111,7015 BEFORE USE. Design valid for use only with MfTakS connectors. This design Is based only upon
parameters shown, and Is for an Individual building component, not system. Before use, the building designer must vent' the applicability design parameters and properly
Incorporate this design Into the overact truss budding design. Bracing Indicated Is to prevent buckling of IndMdual Wee web and/or
chord members only. Additional temporary and permanent bracing M ITe k' Is always ratiuked for stability and to prevent collapse with possible personal byury andproperlydamage. for general guidance regarding me fabrication, storage, delivery. erection and bracing of Weses and truss systems, sea ANSVTPII Quality
Criteria, 03849 and SCSI Building Component 6904 Parke fast Blvd. Safety Information avellabie from Truss Plata Institute. 218 N. Lee Street. Suite 312. Alexandria,
VA 22314. Tampa, FL 36810
Job Truss Truss Type Oty Ply Park Sq HmslBamelona-2392A C
T13018035
P2392AC IFTI SPECIAL 1
Job Reference loollonall
Mid-FlOdda Lumber, HanOW, FL. o. Wu s aep a tut f MI I ea lrtdutnnes. Inc. man tan ac t t:ucao zu to rage a
ID:ItiEL2vgrkv4uEJUYC2jFzkFng-3gb2TksSg473yOu2791U5rGpSOCIKcyOk_T 3dzsgOz
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase-1.00, Plate Increaw1.00
Uniform Loads (plf)
Vert: 1-6-298, 6-25=100, 25-26=-239, 11-26-115. 12-22=-10
Concentrated Loads (lb)
Vert: 6=-429
AWARMNO - Verity design parameters and READ NOTES ON TMS AND INCLUDED A97EK REFERENCE PAGE A11167l72 taw. 1dV2M15 BEFORE USE.
wwww
Oeslpn valid for use only with MI MS, connectors. This design Is based only upon parameters shown, and Is for an Individual building eomponem, no
a truss system. Before use, the building designer must verity the applicability of design paramaters and property Incorporale this design into the overall
buildatg design. Bracing Indicated Is to prevent buckling of Individual truss well andfor Chord members arty. Additional temporary and permanent wading M iTe k' Is always required fa stability and to preveCollapse with possible personal Injury and property damage. For general guidance regarding the fabrication.
stooge, delivery, eraOjon and bracing of trusses SM truss systems, sea ANSMII Quality Cohorts. 03642 and BCSI Building Component 6904 Parka Fast Blvd. Ssfaty
Intonnstion available from Truss Plate Inslituute. 218 N. Lea Sit". Suite 312. Alexandria, VA 22314. Tampa. FL 3611110
Job Truss Truss Type Oty Ply Park Sq Hms/Bereelona•2392A C
T13018036
P2392AC FT2 SPECIAL 1 1 2 Job Reference (optional)
mm-rranaa Lumuer, annum rL. o. rau 3 aep ra cur r mi r ex rrwusmes, inc. mun Ban ez r cucv a ro rave r
I D:IUEj_2vgrkv4uEJUYC2jf zkFng-Ys9Oh4t4 RN FwaaTE2tpjd2p7goYv34gayeCYb3zsg0y
2J 10 4-5$ 6.7$ &9 4 10 1 t•2 13 1-0 15 2.14 17 4-12 19 8 10 21.10$
2J 10 2.1.14 2-1-14 2-1-14 2-1-14 2.1.14 2.1.14 2.1.14 2-1-14 2 3 14
Seale - 1:37.1
THIS TRUSS IS NOT SYMMETRIC.
PROPER ORIENTATION IS ESSENTIAL.
Sx5 = 1.5x4 II 4x10 = t.Sx4 11 US = 1.Sx4 II US = 5x8 = 5x8 = 1.Sx4 II Bid =
1 2 3 4 Y3 5 6 7 24 a 25 28 9 10 11
22 12
30 It 6x8 - 2.4 I I 8x8 MT20HS = 2x4 I I US = 2.4 I I 5x6 = 20 I I 6x10 = 3x4 11
2-3.10 4-5$ 8-7$ 8-9 4 10.11-2 13.1 0 15.2.14 17-4-12 19-0.10 21-10.8
2 3 10 2.1.74 2-1.14 2.1.14 2-1.14 2-1-14 2-1-14 2-1-14 2-1.14 2314
Plate Offsets (X.YI- f8:0.3-0.0.3-01. 119:0-3.12.0.5.41
LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in (loc) Ildefi Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) 0.59 17 >438 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(CT) 0.81 16-17 >318 240 MT20HS 1871143
BOLL 0.0 ' Rep Stress Ina NO WB 0.71 Horz(CT) 0.08 12 We n/a
BCDL 6.0 Code FBC2017frP12014 Matrix-S Weight: 244 lb FT - 20%
LUMBER. BRACING -
TOP CHORD 2x4 SP No. 1D TOP CHORD Structural wood sheathing directly applied or 1-11-14 oc purlins,
BOT CHORD 2x6 SP No.I 'Except' except end verticals.
12-19: 2x6 SP OSS BOT CHORD Rigid ceiling direly 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) 22-1980/0-74.12-250710-3-8 Max Uplift
22-264(LC 4), 12-342(LC 5) FORCES. (lb) -
Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD
1-22=-1781/244, 1-2=3861/512, 2.3=-3861/512, 3-4=-10149/1329. 4-5-10149/1329, 5$=14268/
1853, 6-7=-14268/1853, 7-8=12801/1723, 8-9=1280IM723, 9-10-4926/670, 10- 11 =-
4926/670, 11-12=2235/312 BOTCHORD 20-
21-996/7544, 19.20-996f7544, 18-19=-1699/13055, 17-18-1699/13055. 16-17=-
1979/14937,15-16=-1979/14937,14-15=1349/9932,13-14--1349/9932. 12-13-
431306 WEBS 5-
18=441438. 6-17-792/125, 7-16=51/495, 8-15-802/135, 9-14=-28/318, 1-21-
52613971, 3-21--4029/529, 3-19=-389/2851, 5-19=-31801457. 6-17=-226/1328, 11-13=68615048. 9-13=-5478/
743, 9-15=436/3140. 7-15=2337/331, 7-17=-732/138 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 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) Wlnd: ASCE 7-10: Vuh-
140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL-3.Opsf; h=15ft; B-45ft; L-24ft; eave=oft; 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 psi bottom chard 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 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 264 lb uplift at joint 22 and 342 lb uplift at joint 12. 9) Girder carries
tie-in span(
s): 5.0-0 from 0-M to 10.11-4: 2-10-0 from 16-3.4 to 21-6-12; 5.0-0 from 0.60 to 10- 11-4: 5-" from 10-8-0 to 16-8-
0 10) Hanger(s) or other connection
device(s) shall be provided sufficient to support concentrated load(s) 513 lb down and 74 lb up at 11.0-0. and 463 lb
down and 67 lb up at 16-2-8 on top chord. The design/selectlon of such connection device(s) Is the 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.68126
MITak USA, Inc. FL Cart 6634
69U Parks East Blvd. Tampa FL
3XI8 Bata: January 22,2018 CO n
WAOn
0• aa Panmaeq
and READ NOTES ON TIa3 AND INCLUDED MIfEK REFERENCE PAGE Mtl•707 rev. f0A/LlOra BEFORE USE '' Oesign valid use only with MITakfb
connectors. This design Is based only upon parameters shorn, and Is for an Individual building component, not a truss system. Before use. the
bueding designer must verity the applicability of design parameters and property, Incorporate this design Into the overact building design. Bracing Indicated Is to
prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing M ITek' Is always required for stability andtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. Far general guidance regarding tits fabrication, storage, detivery. eredbn and bretlng
of trusses and truss systems, see ANSVTPII Quality Criteria, 03642 and SCSI Building Component 6204 Parka East Bah. Safety Information available from Truss Plate
Institute. 216 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 36610
Truss Truss Type 0ty Ply Park Sq Hms18ercelona-2392A C
T13018038rb392ACFT2SPECIAL1
Job Referencei
Mid-Flonda Lumber, Bartow, FL.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase-1.00
Uniform Loads (pIQ
Vert: 1-6-100. 6-26-298, 11-26=-100, 12-22-10
Concentrated Loads (lb)
Vert: 6=-513 25-463
U.IJU S sap to zuv MI IaK utausmes, mc. man aan u l l:uz:er zing raga z
10:10EL2vgtkv4uEJUYC21FzkFng-Ys9Oh4t4 RNFwaaTE2tpjd2p?goYv34gayeCYb3zsgOy
AWARNING - VaNIy design parameters end READ NOTES ON TMS AND INCLUDED ANTEK REFERENCE PARE 11111-7472 rev. IGSSWO1S BEFORE USE.
Design valid far use any with MlTak® connectors. This design Is eased only upon parameters shown, and IS for an Individual building comparom, not
a true! System. Before use, the building designer mutt Verify the applicability of design parameters and properly InCarpbrate this design Into the overall
building design. Bracing indicated to to prevent buckling of Individual buss web and/or Chard members of". Additional temperary and permanent bracing Welk' Is stways required for stability and to prevent Collapse with possible personal injury and property damage. Far general guklance regarding the
fabrication, storage, delivery. erection and bracing of busses are truss Systems, see ANSVTPII Quality Cdtena, OSS489 and BC81 Building Component 6904 Parka Fast Blvd.
Safety Information avaWble from Truss Plata Institute. 218 N. Lae Street, Suss 312. Alexandria, VA 22314. Temps, FL 38610
Job Truss Truss Type Oty Ply Park Sq HrnslBerceC T13018037lona-2392AP2392AC
FT3 SPECIAL 1 q Je o Mid-
Florlda Lumber. Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries. Inc. Mon Jan 22 11:02:58 2018 Page 1 I
D:IUEj_2vgrkv4uEJUYC2jFzkFng-02jpuPgChNnCk2R6aKyAGM9yCs7oTfjl3ly57 Vzsg0x 1.
11.8 3.9.4 5-7-07-12 9.2-9 11-0.4 12.10-0 14-7.12 18-7-0 1-
1 1.9.12 I
1.
9.1 1 1.9.12 I
1
1-9 1z 1.9 12 I
1it•
4 THIS
TRUSS IS NOT SYMMETRIC. PROPER
ORIENTATION IS ESSENTIAL. 3x4
II 6x12 MT20HS = 1.Sx4 II 5x8 = 1.5x4 II 1
21 2 3 4 5 ALL
CONCENTRATED LOADS MUST
BE EQUALLY DISTRIBUTED TO
EACH PLY OF THE TRUSS. AIMS =
axe = 20
20 11 10x12 = 2x4 11 5x8 = 44 = 2x4 11 axe = 2x4 11 11 Sea
MT20HS = LOADING (
psf) SPACING- 1-4-0 CSI. TCLL
40.0 Plate Grip DOL 1.00 TC 0.96 TCDL
10.0 Lumber DOL 1.00 BC 0.98 BCLL
0.0 ' Rep Stress Inor NO We 1.00 BCOL
5.0 Code FBC2017/TPI2014 Matrix-S LUMBER -
TOP
CHORD 2x4 SP No.1D BOT
CHORD 2x6 SIR 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 REACTIONS. (
lb/size) 20-723210-8.0, 11=3189/Mechanical Max
Uplift 20-1069(LC 4), 11=-460(LC 5) Scale -
1:28.8 1.
5x4 It axe = 1.5x4 II e
9 22 10 4x4 =
DEFL.
in loc) Udell Ud PLATES GRIP Vert(
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 Ill FT - 20% BRACING -
TOP
CHORD Structural wood sheathing directly applied or 2-1-8 oc puriins, 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. FORCES. (
lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP
CHORD 1-20= 680/108, 1-2=663/98, 2-3=21440/3139, 3-4=2144013139, 4-5=-24927/3610, 5.
6=24927/3610, 6-7=20795/3W2, 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=-4265129296, IS- 16=3002/20795,14-15=-
2341116211,13-14=-2341/16211,12-13=-808/5596, 11-12=-808/5596 WEBS 3-
18=-10751176.4-17=-
353159.6.15=-22951346, 7-14=-371314. 2-20=-1291Bit 901, 2-18=1539/10584,4-18=-8887/1276,4-
16=-4943(742,6-16=-695/4673,7-15=-76115186, 7-13=-63581921. 9-13 815/5650, 9-11=-
6030/871 NOTES- 1) 3-ply truss to be connected together
with
IOd (0.131"xW) 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 (8), unless otherwise indicated. 3) Wild: ASCE 7-10; Vult=140mph (3-second
gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.0ps(; h=15ft: B=45ft: L-2411; eave=oft; Cat. It: 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 bad nonconcurtent 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 1069 lb uplift at joint 20 and 460 lb uplift at joint 11. 10) Girder carries tie-in span(
s): 16-8-
0 from 0-0-0 to 6.8-0 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 lop chord. The design/selection
of such connection device(s) Is the responsibility of others. LOAD CASE(S) Standard 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
A aftgan PE No.
66126 MITsk USA, Inc.
FL Carl 6636 6904 Parke East
Blvd. Tampa FL 33610 Date: January
22.2018 AWARMNO • Wendy design parameters and
READ
NOTES ON THIS
AND INCLUDED OM REFERENCE PA E AU14473 rev. 1041340/a BEFORE USE. Design valid for use only with MRek® eonneeto %. This
design la based only upon parameters shown, and Is for an Individual building component, net a truss System. Before use, the building designer must
verify ins applicability of design parameters and property incorporate this design Into the overall buildup design. Bracing Indicated Is to buckling of Individual
Doss vise andfer gam members only. Additional telnporefy and permanent bracing M iTe k' prevent Is always required for stability and to preventcollapse
with possible personal injury and properly damage. Fat general guidance regarding the fabrication, storage• delivery, erection and bracing of trusses and
trues systems, sea ANSVTPI1 Quality Criteria. 03842 and SCSI Building Component 6904 Parke East Blvd. Safety Intormstion available from Truss Plate Institute. 218 N.
Lee Street, Suite 312. Mexandris. VA 22314. Tamps. FL 36610
Job Truss Truss Type Oty Ply Perk Sq Hmsl8arcelona-2392A C
T13016037
P2392AC FT3 SPECIAL 1
Job-Referencei
Mid -Fonda Lumber, tianow, FL.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase-1.00, Plate Increase=1.00
Uniform Loads (pill
Vert: 14-604. 4-10-67. 11-20-7
Concentrated Loads (lb)
Vert: 4=-6305
o. Iju a 00P I zu I r wv I an In—anicz, 111c. MOO jail A& 1 1-- au 1a raga A
10:10EL2vgtkv4uEJUYC2jf zkf ng-02jpuPQChNnCk2RBaKyAGM9yCs7oTIBly57VzsgOx
0 wARNINo - vitrify dawan parameters and READ NOTES ON THIS AND INCLUDED Mf1 EK REFERENCE PAGE AW473 rev, fo1AMIM BEFORE USE.
aaaa
Design valid for use only, with WSW Connecters. This design Is based Only upon parameters shown, and is far an Individual buYatng Component, not
a truss "am. Before use, the building designer must vitrify the Applicability of design parameters and properly, incorporate this design Imo me overall
building design. Bracing indicated is to prevent buckfing of Individual truss wab and/or chord members oray. Additional temporary and Permanent bracing iw iTe k' Is allays required for state ty and to prevent Collapse with possible panonel injury and property damage. for general guidance regarding the
tatHcatbn, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPN Quality Criteria, 08842 and SCSI Building Component 6904 Panto East Blvd.
Safety information available from Truss Plata Institute. 218 N. Lae Street. Suite 312. AlexandAa. VA 22314. Tampa, FL 36610
Job Truss Truss Type City Ply Park all HmalBarcelons-2392A_C
T13016038
P2392AC FTI SPECIAL 1 A
all
MIGFlrlda Lumber. Barlow, FL 5.1306 0012017 Mrtek Industries, Ind. Melt Jan az I7:ze:ez auto Fogel
ID:ItiEj 2vgrkv4uEJUYC2iFzkfng-9r195gVWWXRsOvajCPbldXnyoHOb2e9JGiGg4dzsop3
2.9.5 54-14 B-24
2-" 2.7.9 2-9-8
Sx5 =
9
THIS TRUSS IS NOT SYMMETRIC.
PROPER ORIENTATION IS ESSENTIAL.
4x4 =
2
4x4
3
2x4 II
4x4 =
LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loe) UdeO L/d
TCLL 40.0 Plate Grip DOL 1.00 TIC 0.67 Vert(LL) 0.04 6-7 999 360
TCDL 10.0 Lumber DOL 1.00 BC 0.50 Vert(CT) 0.06 6.7 ON 240
BCLL 0.0 Rep Stress Inn NO WB 0.70 Horz(CT) 0.01 5 We n/a
BCDL 5.0 Code FBC2017frP12014 Matrix-P
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
REACTIONS. (lb/size) 8-1621/Mechanical, 5=1832/041-0
Max Uplift 8-227(LC 4). 5-272(LC 5)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-8=13901215, 1-9=2752/410, 2-9=2752/410, 2-3-29431438, 4-5-590/95 BOT CHORD 7-
13=-410/2752, 6.13=410/2752. 6.14=-438/2943, 5-14=-43812943 WEBS 2-7=-
965/166. 1-7=-437/2929, 3.5=3131/466 Scale = 1:15.
3 PLATES GRIP MT20
244/190
Weight: 91 lb
FT - 20% Structural wood sheathing
directly applied or 6.0-0 Do purlins, except end verticals. Rigid
ceiling directly
applied or 10-0-0 oc bracing. 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 0.94 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 U 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 (8). unless otherwise Indicated. 3) Wild: ASCE
7-10: Vuh-140mph (3-second gust) Vasd-108mph; TCDL-4.2psf; BCDL-3.0psf: h-15ft; 8=45ft; L-24ft; eave=4ft; Col. II; Exp 8;
Encl.. GCpi=0.18: MWFRS (directional); Lumber DOL=1.60 plate grip DOL-1.60 4) Provide adequate
drainage to prevent water ponding. 5) This truss
has been designed for a 10.0 psf bottom chord live load nonooncurtent 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 tell 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 227 lb uplift at joint a and 272 lb uplift at joint S. 9)
Girder carries
tie-in span(s): 6-8-0 from 0-0-0 to 8-7-4 10) Hanger(s)
or other connection device(s) shall be provided sufficient to support concentrated load($) 398 lb down and 58 lb up at 7-0.0
on top chord, and 56 Ito down and 8 lb up at 1-4-8. 56 lb down and 8 lb up at 3-4-8. and 56 lb down and 8 lb up at 5.4-8, and 58 lb down
and 8 lb 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 (pin
Vert: 14-335,
5-8=-10 Concentrated Loads (lb)
Vert: 6=-56(
F) 10-398 12=56(F) 13=56(F) 14=58(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.68126 Well USA, Ina.
FL Cart 4634 6901 Parke East
Ghtd. Tampa FL 33610 Data: January 22,
2018
0 wAammo - Verify
design parameters and READ NOTES ON Tlds AND INCLUDED MITEK REFERENCE PA E Md•7472 rear. 140e2MIS BEFORE USE. Design valid lot
use only with MRek® connectors. This design Is bated only upon parameters shown, and Is lot an individual building component. not a truss system.
Basra use, ills building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing
indicated Is to prevent buckling of Individual toms web endir Chord members Orly. Additional temporary and permanent bracing M iTe k' Is always requitedforstabilityandtopreventCollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery.
erection and bracing of trusses and truss systems, see ANSVI PII Quality CAte ls. 08842 and SCSI Building Component 6204 Parke Fast Blvd. Safety Information available
from Truss Plate Institute. 210 N. Lae Street. Bubo 312. Alexandria. VA 22314. Tampa. FL 36610
Job Truss Truss Type Oty Ply Park Sq Hms/Bamelona-2392A C
T13018039
P2392AC FTS ROOF TRUSS 1 2 o all
Mid-FloAda Lumber, tdanow, FL. a. war a aep to to 11 cat t etc trmuzur.a, ura. mum rem cc r r.uc.u. car w ray. 1
ID:IUEj_2vgrkv4uEJUYC2jFzkfng-UFHBSIuLz7VepucdglsBTuUEeCjX7wsoyhefyzsgOw
2.4.2 4.7.7 7-04)
2.4.9 2.2.13 2.4.9
THIS TRUSS IS NOT SYMMETRIC.
PROPER ORIENTATION IS ESSENTIAL.
Sx8 = 4x4 =
2
4xS = 1.5x4 II
a 5
2x4 II
4x5 =
LOADING (pan SPACING- 2-0.0 CSI.
TCLL 40.0 Plate Grip DOL 1.00 TC 0.29
TCDL 10.0 Lumber DOL 1.00 BC 0.95
BCLL 0.0 Rep Stress Incr NO WB 0.61
BCOL 5.0 Code FBC2014frPI2007 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.1
WEBS 2x4 SP No.3 'Except'
1-7,2-6,3-5: 2x4 SP No.2
REACTIONS. (lb/size) 8=129010-3-8.5=296810.4-8 Max
Uplift 8=165(LC 4), 5=-635(LC 4) Max
Grav 8=2225(LC 2), 5-3412(LC 2) Scale -
1:13.2 DEFL.
In (loc) Udell Ud PLATES GRIP Vert(
LL) -0.04 6.7 >90 360 MT20 2441190 Vert(
TL) -0.07 6.7 999 240 Horz(
TL) 0.01 . 5 n/a n/a Weight:
78 lb FT - 20% BRACING -
TOP
CHORD Structural wood sheathing directly applied or 5.6.6 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 1-8=-1723/156, 1-2-37731317, 2-3=4684/631 BOTCHORD
6-7=-317/3773.5.8-631/4684 WEBS
1-7=-34514104. 2-7=-7671199. 2.6=344/1263, 3.6=24211899, 3-5=50961687 NOTES-
1)
2-pry 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 ply
connections have been provided to distribute only loads noted as (F) or (8), unless otherwise Indicated. 3)
Wind: ASCE 7-10: VuU=140mph (3-second gust) Vasd=108mph; TCOL-4.2psh BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; 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)
This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) '
This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will
fit between the bottom Chord and any other members. 7)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint 8 and 635 lb uplift at joint
5. 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 down
at 3-9-4. and 357 lb down at 5-9-4, and 2599 lb down and 698 lb up at 5-94 on bottom chord. The design/selection of such connection
device($) is the responsibility of others. LOAD
CASE(S) Standard 1)
Dead + Roof Live (balanced): Lumber Increase=1.00. Plate Increase=1.00 Uniform
Loads (pit) Vert:
1-4-100. 5.8=-10 Concentrated
Loads (lb) Van:
6-217 9-217 10=-90(F) 11-217 12=90(F) 13=2689(F=-90, 8=2599) 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 No.68126 WTak
USA, Inc. FL Carl 6614 69U
Parke East Blvd. Tampa FL SU10 Data:
January
22,2018 WARNING •
Varfly dnIgn parameters and READ mores oN TNS AND fNCLUDED MI Ex REFERENCE PAGE 114/4702rev. 10e24016 BEFORE USE. aaaa 06810n
valid
for use only with MUM connectors. This design IS based only upon parameters Shawn, and la for an Individual building component, not a' a bull "am. Before use, the building designer must verity the Applicability of design paramalers and properly incorporate this design Into the Overall building design.
Bracing Indicated Is to prevent buckling of Individual truss web and/or card members only. Additional temporary and permanent bracing M iTe k' Is eMraysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. Fr general guidance regarding the fabrication, storage,
delivery, region and bracing of busses and was aystems, are ANSMII Gushy Criteria. 03049 and SCSI Building Component Zarmstion 6904Parka Fast Blvd. Safety available
from Truss Plate Instltule, 216 N. Lee Street. Sude 312. Alexandda, VA 22314. Tampa, FL 38810
Job Truss Truss Type Oy
T13018040
P2392AC G1 MONO HIP 1 1131y 1 IParkSqHms/
Baicelona-2392A-C
b R ference foationall
Mid -Florida Lumber, Barlow. FL. 8.130 a Sep 15 2017 MTek Industries, Inc. Mon Jan 22 11:03:00 2018 Page 1
I D:IUEL2vgdv4uEJUYC2iFzkFng-yRrZJSvzkidVR2BpE?NOFhRaZ01hGSNOfcRCCOzsg0v
14 12 5-11 4 7-11 4
1412 6.11.4 244
1.Sx4 11
LOADING (psf) SPACING- 2-"CSI.
TCLL 20.0 Plate Grip OOL 1.25 TC 0.63
TCOL 10.0 Lumber DOL 1.25 BC 0.46
BCLL 0.0 Rep Stress Incr YES WB 0.60
BCOL 10.0 Code FBC2017/TPI2014 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) 8-38710-8-0.10-280/0-1-8
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. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-8=-3151210
BOT CHORD 7-8=2561151
WEBS 4-10=316/266
4x4 =
3 t2 48x8 II
3x4 =
10
04 = 1.Sx4 II
DEFL. In (loc) Udell Ud PLATES GRIP
Vert(LL) 0.10 7-8 >963 240 MT20 244/190
Vert(CT) -0.20 7-8 3-461 180
Horz(CT) 0.01 10 n/a n/a
Scale 2 1:28.7
Weight: 55 lb FT - 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins,
except end verticals.
BOT CHORO 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: Vult-140mph (3-second gust) Vasd=108mph; TCOL=4.2psf,, BCOL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4R; Cat.
II; Exp B; Part. Encl., GCpI=0.55: MWFRS (directional) and C-C Exterior(2) -1.0-0 to 2-0-0, Interlor(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 & 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 tell by 2.0.0 wide
will fit between the bottom chord and any other members.
6) 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.
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 at joint 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.0'Regan PE No.66124
MITak USA, Inc. FL Cart 4634
6604 Pads Ent Blvd. Tampa FL 33610
Oats:
January 22,2018
AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED aeTEK REFERENCE PAGE 11,111402 rev. ioxuolora BEFORE USE.
Design vend for use only with MRah® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not
a three system. Before use, the building designer must vasty, the applitablay of deep parameters and property Incorporate this design Into the overall
building design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and pan nenard bracing Welk' Is always required for stability and to prevent collapse with possible personal Injury red property damage. For general guidance regarding W
fabrication, Nonage, delivery, erection and bracing of trusus and truss systems, sae ANSIRPII Quality Criteria, 03042 and SCSI Building Component 6904 Parke East Blvd.
Information Inforetion available from Trues plans Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36610
b Truss Truss Type Dry PlyPark SqHms/8arcelona-2392A CT13018041
392ACrP2 G2 MONO HIP 1 1
Job Reference toollonall
Mid-Flodda Lumber, Bartow. FL. a.130 s Sep 15 2011 MITek industries, Inc. Mon Jan 22 11:03:00 2010 f age 1
1 D:16Ej_2vgrkv4uEJUYC 2jFzkFng-yRrZJ5vzkldVR2BpE7NOFhRZAOgmGRjOfcRCCOzsgOv
1412 4-7.4 7-11-4
1-0.12 4.7.4 3.4.0
4z4 = Sx8 MT20HS I I
LOADING (pat) SPACING- 2 CSI. OEFL. In loc) Uden Lid
TCLL 20.0 Plate Grip DOL 251.5 TC 0.88 Vert(LL) 0.15 7-8 630 240
TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(CT) 0.19 7-8 480 ISO
SCLL 0.0 Rep Stress Inrr YES W8 0.70 Horz(CT) 0.02 10 We Na
BCDL 10.0 Code FBC2017frP12014 Matrix -MP
LUMBER- BRACING-
TOPCHORD 2x4 SP No.2 TOP CHORD BOT
CHORD 2x4 SP No.2 WEBS
2x4 SP No.3 BOT CHORD OTHERS
2x4 SP No.3 REACTIONS. (
lb/size) 8-387/0-84), 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=-3081217 WEBS 4-10-
3041236 Scale - 1:24.
9 PLATES GRIP MT20
244/190
MT20HS 187/143
Weight: 50 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. 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=4.2pst BCDL=3.Opsf; h=15ft; B=45ft; L-24ft; eave=4ft; Cat. It: 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 4-8-0. Exterior(2) 441-0 to 7-6-
12 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) All plates
are MT20 plates unless otherwise indicated. 5) This truss
has been designed for a 10.0 pal 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 frt 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 verity 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 uplift 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. URegan
PE No.58128 k11Tak USA, Inc.
FL Cott 4B24 BBW Parke East
Blvd. Tamps FL SM16 Data: January 22,
2018
AWARNINO • Vedy design
perimeters and READ NOTES ON Ilea AND INCLUDED MrEK REFERENCE PAGE M8.7473 rev. t&VWOtS BEFORE USE. Design valid for
use only with Mfrak® Conneciars. This design Is baud only upon paramatan shown, and Is far an individual budding component, not a truss system.
Mora use, the building designer must verify the applicability of design parameters and property 1114" rate this design Into Via owned budding design. Bracing
Indicated Is to prevent buckling of Individual truss watt andfor chard membant only. Additional temporary and permanent bracing M iTek' Is aways requiredforstabilityandtopreventCollapsewithpotableparsons! Injury and property damage. For general guidance regarding ins fabrication, storage, delivery,
arediion and bracing of trustee and buss systems, see ANSVTPI1 Dually Cdtarla, 05842 and SCSI Building Component gaps Parke East Blvd. Safety Information available
from Truss Plate InWJtLda. 218 N. Lee Street. Suds 312. Alexandria. VA 22314. Tampa. FL 36610
TrussJ
Truss Type Dry Py Park Sq Hffdittcelona-2392/LCT13018042rP2b392ACG3JeCOMMON11
Mid-Flodda Lumber, Bartow, FL.
44
10
9
8.130 s Sep 15 2017 Mrrek Industries, Inc. Mon Jan 22 11.03:01 201a Page 1
ID:IUEj_2vgrkv4uEJUYC2jFzkFng-OdPxWRwbVdM3Cm?ojufou oTP23?Od9tGAlkgzsgOu
34W 7.114 9-0-0
3-640 4-3.4 1-0.12
4x4 =
ann Its
3x4 11 tx4 11 53x4 11
LOADING (pan SPACING- 2-0-0 CSI.
TCLL 20.0 Plate Grip DOL 1.26 TC 0.43
TCDL 10.0 Lumber DOL 1.25 SC 0.26
BCLL 0.0 ' Rep Stress Incr YES WB OAS
BCDL 10.0 Code FBC2017frP12014 Matrix -MS
OEFL. In (loe) Udell Ud
Vert(LL) -0.02 6 >999 240
Vert(CT) -0.05 5.6 >999 180
Horz(CT) 0.00 5 n/a n/a
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 5-387/0-8-0, 10=28010-1-8
Max Horz 10=95(LC 11)
Max Uplift 5=13O(LC 12). 10=-88(LC 12)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 3-5=310/294
WEBS 1-10=2921226
Scale - 1:24.9
4
PLATES GRIP
MT20 244/190
Weight: 38 lb FT = 20%
Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
Rigid ceiling direly applied or 10-0-0 oil bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind; ASCE 7-10: Vuh=140mph (3-second gust) Vesd-108mph: TCDL-4.2psf: BCOL-3.Opsf; h-15ft: B=45ft: L=24ft: eave=oft; Cat.
It: Exp 8: Part. Encl.. GCpi=0.55: MWFRS (directional) and C-C Exterior(2) G-6-4 to 8.8-0, Interlor(1) 6-8-0 to 9-0-0 zone: end vertical
right exposed:C-C for members and forces 8 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 nonoonaurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tell by 2-G-0 wide
will 0t 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 verity
capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10.
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
joint 10.
AWARNING. Varlfy dasign parameters and READ NOTES ON INS AND INCLUDED MEEK REFERENCE PAGE M -74T] rev. 104 MOMS BEFORE USE.
Design valid for use only with MRekA Connectors. This design Is based only upon parameters Shown, and Is for an Individual building component, not
a truss "am. Before use. (he building designer must variy the applinblaty of design parameters and property InCorporate this design Into the overall
building design. Bradng Indicated Is to prevent buckling of Individual trust web Snorer Chard members only. Addklonet temporary and permanent bracing
Is atwaya requtred for stability and to prevent Collapse wen possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery. erection and bradng of trusses and truss systems, see ANSVTPII Quality Clitoris, 08849 and SCSI Building Component
Safety Information available from Truss Plana Institute. 210 N. Lea Street. Subs 312. 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.
PhMp J. O'Regan PE No.68128
Wall: USA, Inc. FL Cart WU
69U Parke East Blvd. Temps FL 33610
Date:
January 22,2018
W1•
M!Tek'
6204 Parke East Bind.
Tampa. FL 36610
Job Truss Truss Type Oy Ply Park Sq Hms/Bareelona-2392A C
T13018043
P2392AC G4 HIP 1 1
Job Reference (optional)
Mid-Flodda Lumber, Bartow, FL. a.13u s Sep ID zul / Ml h ex lnausUles, Inc. Mon Jan zL 1 tiuJ:uz zula 1-aga 1
ID:IUEj_2vgtkv4uEJUYC2jFzkf ng-ugzJknwDGVADgLLCLOPuK6WxFpNYkTuJ6wwJGGzsgOl
2 4-0 5-0 0 7.11 4 9-0-0
2.4 0 2-0-0 2.11.4 1-0-12
4x4 = 4x4 =
6.00 F12 ,
3x4 II
Seale - 1:21.0
LOADING (psf)
TCLL 20.0
TCDL 10.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-G-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Ina NO
Code FBC2017/rP12014
CS1.
TC 0.56
BC 0.37
WB 0.15
Matrix -MS
DEFL. in (loc) I/de0 L/d
Vert(LL) 0.06 7-8 >999 240
Vert(CT) -0.07 7-8 >999 180
Horz(CT) -0.00 8 Na n/a
PLATES GRIP
MT20 2441190
Weight: 40 lb FT - 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc puffins,
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) 6=424/0.8-0, 12-323/0-1-8
Max Horz 12=111(LC 8)
Max Uplift 8=209(LC 8), 12=177(LC 8)
Max Grav 6=425(LC 18), 12-324(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 256 (lb) or less except when shown.
TOP CHORD 1-2-2601184. 3.4=281/173, 4-6=-329/186
WEBS 1-12=-3381189
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) 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.
11; 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-G-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/rPI 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) 12. This item has been
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 209lb uplift at joint 6 and 177 lb uplift at electronically signed and
joint 12. sealed by ORe ang, Philip, PE 9) Hanger(s) or other connection device(s) shell be provided sufficient to support concentrated load 2-
4-0, and 9 lb down and 76 lb up at 3.84), and 65 lb down and 169 lb up at 5-0-0 on top chord, and 26 lb down and 27 lb up at using a Digital Signature. 2-
4-0, and 12 lb down and 13lb up at M-0, and 26 lb down and 27 lb up at 4-11-4 on bottom chord. The design/selection of such Printed copies of this connection
device(s) is the responsibility of others. document are not Considered 10)
In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Signed and Sealed and the LOAD
CASE(S) Standard signature must be verified 1)
Dead * Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 on any electronic copies. Unttorm
Loads (pit) Philip J. O'Regan PE No.S512A Vert:
1-2=-60, 2-3s60, 3.4=-60, 4-5=-80, 6-10=20 Wait USA, Ina. FL Cat 4834 Concentrated
Loads (lb) GOO Puts East Blvd. Tampa FL 33610 Vert:
2=-18(F) 3-18(F) 8-14(F) 7=14(F) 13=9(F) 14r4(F) Date: January
22,2018 AWARNING -
Verify deslgn parameters and READ NOTES ON 1163 AND INCLUDED Aa7EK REFERENCE PAGE MI.7472 rev. I&W/2015 BEFORE USE. Design
wad for use a* wan UlTaxib contractors. This design Is based any upon parameters shown, and is for an Individual building component. nos a
truss "am. Before use, the building designer must writ' the applicability of design parameters and property Incorporate this design Imo the overall building
design. Bracing Indkited Is to prevent buckling of indMdual Inns web and/or chard members coly. Additional temporary and permanent bracing Welk' IsalwaysrequiredforMAW14andtopreventCollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication,
storage• delivery, erection and bracing of oases and truss systems, sae ANSIRPI1 Quality Crlterla, OBB42 and SCSI Building Component 6904 parka EON Blvd. Safety
Information available from Truss Plata Instltula. 218 N. Lee Street. Subs 312. Alexandria, VA 22314. Tamps. FL 36610
Job Truss Truss Type Oly Park Sq Hms/Bareelona-2392A C
T13018044 IP2392ACH1MONOHIP11131, 1
a all
Mid-Flodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 22 11.03:02 2018 Page 1
Ili:ISEL2vgrkv4uEJUYC2jFzkFng-ugzJknwOGwftLLCLO PuK6V40mpJekVLJ6wwJGGzsgOt
1 0-0 2-10.0 5.8-0
1 0-0 2-10-0 2-10-0
Seale - 1:13.5
4x4 = 1.5.4 II
2x8 _ 5
1.5x4 II
2.10-0 2.10-0
LOADING (pan SPACING- 2-0-0 CST. OEFL. in loc) VdeB Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Ven(LL) 0.10 6 658 240 MT20 2441190
TCOL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) 0.16 6 417 180
SCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Malrix-MP Weight: 23 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) 5-215/Mechanical, 2-28WO-3-8
Max Horz 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.
Structural wood sheathing direly 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: Vuh=140mph (3-second gust) Vasd-108mph; TCOL4.2psh BCOL-3.0psf; h-25ft; B-45f1; L-241t; 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 2-10-0, Exlerlor(2) 2-10-0 to
5-6-4 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 pat bottom chord live load noncorlcurrent with any other live bads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-8-0 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 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 electronic copies.
Philip J. Hagan PE MIMS
h1Tak USA, Inc. FL Carl 61111
69W Parke East Blind. Tampa FL U610
Date:
January 22,2018
AWARNING - Verify design parsmeters and READ NOTES ON T10S AND INCLUDED AOf EK REFERENCE PAGE SIMMS taV. 100e212015 BEFORE USE.
Design valld for use only with Mrrek® mnrwdors. This design Is based ahoy upon paramaten shown, and Is Mt an hMividual building component, not
a truss system. Before use, the building designer must verity the spgkablary, of deep parameters and properly Incorporate this design Into the overall
building design. enticing Indicated Is to prevem buckling of IndMduel truss web and/or chord members only. Additional temporary and permanent bracing MOWIsalwaysrequlredforStabilityandtopreventcollapsewithpossiblepersonal "and gopetry damage. Far general guidance regarding the
fabrication, storage, dell"ry, ereetW and bracing of trusses and truss systems, sea ANSVTPII Quality Cdterla, 08642 and SCSI Building Component 6204 Parke Fast StA.
Safety Infermaeon available ham Ttuse Plate Inatluds. 218N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 36610
Job Truss Truss Type oty Ply Park Sq Hmslsarcelona-2392A CI T13018045
P2392AC H2 COMMON 1 1
Job Reference i
Mid -Florida Lumber, Bartow, FL. e.tsu s 5ep a zut r Nu i eK Inausules. Inc. mon san zz I t:us:us zuIa rage 1
ID:IUEL2vgrkv4uEJUYC2jfzkfng-MOWx7xr1 D041 VwOv8w7U3DSDmATydSLafsoizagOs
2-10-0 i 5-0.0
2-10-0 2-10-0
4x4 =
2x4
2x4
Scale = 1:13.9
2.10-0 2-10-0
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. In lob) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 999 240 MT20 2441190
TCOL 10.0 Lumber DOL 1.25 BC 0.15 Vert(CT) 0.01 6-8 999 ISO
BCLL 0.0 Rep Stress Ina NO WB 0.05 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC201?/TP12014 Matrix -MP Weight: 22 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SIP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SIP No.3
REACTIONS. lb/size) 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 Grev 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=3341113. 2-3=3331111
BOT CHORD 1-5=-66/277, 3-5=-661277
BRACING -
TOP CHORD Structural wood sheathing directly applied or 641-0 oc purlins.
BOT CHORD Rigid ceiling direly applied or 10-0-0 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; B=45ft: L=24ft; eave=41t: Cat.
If: 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 lb 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 CASES) Standard
1) Dead +Roof Live (balanced): Lumber Inaease=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.
Philp J.ORegan PE No.61126
MITak USA, Inc. FL Cart 6634
6904 Parke Ent Blvd. Tampa FL 33610
Data:
January 22,2018
AWARNINO - Verify design paramsfers and READ NOTES ON Ties AND INCLUDED a07EK REFERENCE PAGE N147Q3 rev. I&IJI IS BEFORE USE.
Design valid for use Only with WSW Connectors. This design Is based ordy upon paramaters shown, and is for an Individual bullaing Component, not
a truss system. Before use, the building designer must vertfy the applicability of design perametera and property Incorporate this design Into the overall
building daslgn. Bracing Indicated Is to prevent budding of Individual truss web and/or Chord members anty. Additional temporary and penrresem OracIn9 M iTe k' Is always required for Stability and to prevent collapse with possible personal Injury and pa"fty damage. For general guidance regarding the
fabrication. storage, dadvery, aracibn and bracing of trusses and truss systems, sea ANSVTPII Quality Crkaria, OSS4e and BCSI Building Component 6904 Parke East Blvd.
Safety lntorrbadon avellable from Truss Prata Institute. 219 N. Lea Street. Subs 312. Alexandria, VA 22314. Tampa, FL 36610
ob Truss Truss Type City Ply Park Sq Hms/Bercelona•2392A C
T13018048
P2392ACI' JJ2 JACK 1 1
Job
Mid-Flodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 22 11:03:03 2018 Page 1
I0:16EL2vgrkv4uEJUYC2jFzkf ng-MO Wlx7xr10041 VwOv8w7U3000nLTyRSLalsojzsgOs
1-0-0 2-10-0
I TO 2.10.0
2x4 =
LOADING (psf) SPACING- 2-0-0 CSI.
TCLL 20.0 Plate Grip OOL 1.25 TC 0.08
TCDL 10.0 Lumber DOL 1.25 BC 0.08
BCLL 0.0 Rep Stress Incr YES WB 0.00
BCOL 10.0 Code FBC2017frPI2014 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. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
Scale a 1:11.7
DEFL. in (loc) Udefl 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 nla n/a
Weight: 11 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-10-0 oe purlins.
BOT CHORD Rigid ceiling directly applied or 10-0.0 cc bracing.
NOTES-
1) Wind: ASCE 7-10: Vuft=140mph (3-second gust) Vesd-108mph; TCDL=4.2ps1: BCDL=3.Opsf; h-15ft; B-45t1; L=24ff; eave=4R; Cat.
It: 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 6 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 39 lb uplift at joint 3, 61 lb uplift at joint 2
and 1 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. altegan PE No.6618
Wall USA, Inc. FL Cart 4634
69U Parke East Blvd. Tampa FL =0
Date:
January 22,2018
AWARNING - Verily design parameters end READ NOTES ON IMS AND INCLUDED AVTEK REFERENCE PAOE M114473 rev. fo*=015 BEFORE LOSE.'
Design valid for use only with Mrrek® contladots. This design Is based only upon parameters Shown, and Is for an individual budding component, not
a wu system. Before use, the budding designer must vatlfy the Applicability of design parameters and property Incorporate this design Into the overall
buddkp design. anteing Indicated Is to buckling of Individual tins web andfor dram members only. Additional temporary and pannanom brecing M iTek' prevent
Is always required tot debilityand to prevent collapse with posse personal h*ry and property damage. For general guidance regarding the
fabrication, storage, delivery. «action and bracing of trusses and truss systems, we ANSVTPII Quality Cdtens. 08042 and 13C31 Bulling Component 6204 Parke East BIM.
Safety Information available hem Truss Plate Instdrde. 210 N. lie Street. Suite 312. Alexandria. VA 22314. Tamps. FL 38610
b Truss Truss Type Oty Py Park Sq HmslBareelona-2392A CT13018047
392ACrP2 JJ3 JACK 3 1
Job Reference lootionall
Mid-Flodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 22 11:03:04 2018 Page 1
ID:IUEL2vgrkv4uEJUYC2jFzkFng-gC449TyTnX8> mVaTrRMPXdPd4RCPhb2EPPL9zsg0r
0"2 2.11.4
141.12 2.11.4
settle - 1:18.6
3x4 =
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. In loc) NdeB Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.01 4-5 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 SC 0.28 Vert(CT) -0.01 4-5 >999 180
BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.04 3 n/a We
SCOL 10.0 Code FBC2017fTP12014 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 oc purling.
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=198/0-8-0, 3-661Merhanical, 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 except when shown
NOTES-
1) Wind: ASCE 7-10; Vuft-140mph (3-second gust) Vasd-108mph; TCDL=4.2psf., BCDL=3.0psf; h=15f1; B-45f1; L=24R; eave=off; Cat.
If: Exp B; Part. Encl.. GCpi=0.55: MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-0.0, Intedor(1) 2-0.0 to 2-114 zone; end
vertical left exposed;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 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. allegan PE No.56126
M1Tak USA, Inc. FL Cart 6634
6004 Parke East Blvd. Tampa FL 33610
Date:
January 22,2018
QWARNING • Verily daslgn parametars and READ NOTES ON 7NIS AND INCLUDED AdTEX REFERENCE PAGE Afa-7472 rev. 1092/2816 BEFORE USE.
Oesign valld ter use only with Wake 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 vanity the opplluWay of dot* parameters and property hr"pdrata this design Into the overall
building design. Bracing indicated It to prevent buckling of Individual truss web ante chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent COMP" with possible personal Injury and property damage. For general guldanca regarding the
fabrication, storage, delivery, erection and bracing Of trusses and truss systems. "e ANSMI1 Quality Cdtarls, OS&49 and BCSI Building Component 6901 Parka Fast Blvd.
Safely Information available from Trutt Plane Institute. 210 N. Lae Street. Suite 312. Alexandria, VA 22314. Tampa. FL 36610
Truss Truss Type City Pry Park Sq HrnslBarcelona-2392A C
T13018048
ob
2392AC JS JACK 4 1
o all
Mid-Flodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 22 11:03:05 2018 Page 1
ID:IUEj_2vgrkv4uEJUYC2jfzkfng•JOeSMpz6YrGnYp4n 1 YzbykSVB t Oxxsxiou8zibzsg0q
1-0-0 5-0-0
5-0-0
2x4 =
LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.04 4-7 999 240
TCOL 10.0 Lumber DOL 1.25 SC 0.26 Vert(CT) 0.06 4-7 988 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
SCOL 10.0 Code FBC20171TPI2OI4 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
80T CHORD 2x4 SP No.2
REACTIONS. (lb/size) 3-127/Mechanical, 2-264/0-3.8, 4=64/Mechanical
Max Harz 2-108(LC 12)
Max Uplift 3=-64(LC 12), 2=-73(LC 12)
MaxGrav 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 2441190
Weight: 18 lb FT - 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5 0 oc purlins.
80T 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-4.2ps1; BCOL=3.Opsf; h=25ft; 8=45fl; L-2411; eave=oft; Cat.
If: Exp 8; Encl., GCpi=0.18: MWFRS (directional) and C-C Exterlor(2) -1.0-0 to 2-0-0, Interlor(1) 2-0-0 to 4-11-4 zone:C-C for
members and forces B MWFRS for reactions shown; Lumber OOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psi bottom chord live load noneoneurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tell by 2-0.0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 3 and 73 lb uplift at
joint 2.
0 WARINNO • Verify design parameters and READ NOTES ON T10S AND INCLUDED AUTEK REFERENCE PAGE 1111111403 rev. 160=01e BEFORE USE.
Design valid far use any with Mrrek® Connectors. This design Is based only upon parameters shown, and Is for an Individual building Conggmm, not
a truss system. EW6re use, the building designer must very the applicability of design parameters and property Incorporate this design Into the overact
building design. Bracing indicated Is to prevent buckling of Individual Inns web andfdr dom mambas only. Additional temporary and parmanerd bracing
Is elweys required for stability and to prevent aonlipse with possible personal l*ry and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of Vusses and truss "am$. sea ANSUTPI1 Quality Criteria. 03842 and SCSI Building Component
Safely Infomadon evalable horn Truss Plate Institute, 218 N. Lila Street, Suite 31 Z Alexandra, 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.0'Regan PE No.68128
MITek USA, Inc. FL Corn 6634
6904 Parke Ent Blvd. Tamps FL 33610
Cate:
January 22,2018
wwww
MF
MiTek'
6204 Pena Fast Blvd.
Tamps, FL 36610
Job Truss Truss Type Oy Ply
1 jParkSqHms1Barcelona-
2392kC
T13018049
P2392AC J7 JACK 20 1
Job Reference o a
Mid-FlOnda Lumber, Bartow, FL. a.1JU s sep lb 2u1 r Nu i eK inausmes, Inc. Men Jan zz 11:u3:uD 2U10 rape t
I D:loe j_2vgrkv4uEJUYC2jFzkFng-JOeSMpz6YrGnYp4n 1 Yzbyk8OD 1 MYxsdou8ztbzsg0q
1-0-0 7-"
1-0-0 7-0-0
3x4 =
LOADING (psf) SPACING- 2-0.0 CSI.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.70
TCDL 10.0 Lumber DOL 1.25 BC 0.54
8CLL 0.0 Rep Stress Ina YES VA 0.00
BCDL 10.0 Code FSC2017/TPI2014 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 3=183/Mechanical, 2-342/0.3-8, 4=90/Mechanical
Max Horz 2-141(LC 12)
Max Uplift 3=-93(LC 12). 2= 82(LC 12)
Max Grev 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.
7-0-0
7-0-0
DEFL. in (loc) VdeB L/d
Vert(LL) 0.12 4-7 >679 240
Vert(CT) -0.24 4-7 >348 ISO
Horz(CT) 0.00 2 n/a n/a
Scale - 1:21.8
PLATES GRIP
MT20 2441190
Weight: 24 lb FT - 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6.0.0 cc purlins.
BOT CHORD Rigid ceiling direly applied or 10-0.0 cc bracing.
NOTES-
1) Wind: ASCE 7-10: Vuft=140mph (3-second gust) Vasd=108mph; TCDL-4.2psf; BCDL-3.Opst: h-25ft; 8=45ft: L=24ft: eave=oft: Cat.
It: Exp B; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-114 zone;C-C for
members and forces 8 MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tell by 2-0.0 wide
will fit between the bottom Chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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.
PAillp J.ORegan PE No.68126
l iTak USA, Inc. FL Cart 4634
6804 Parts East 8Nd. Tampa FL 33610
Data:
January 22,2018
AWARNING . VwHy design parameters and READ NOTES ON INS AND INCLUDED AerEK REFERENCE PAGE M&MS tw. 1663120fa BEFORE USE.
Design valid for use oily with MRalob connedus. This design is based only upon parameters shown, and is let an individual building component, net
a truss "am. Before use, the building designer must verily the applicability of design parameters and property Incorporate this assign into the overall
budding design. Bracing Indicated is to prevent buckling of Individual truss wab andfa chord rnemben a ly. Additional temporary and permanent bracing k' MOWIsalwaysrequiredfordabitandyatopreventcollapsewithpossiblepersonalInjuryandpropertydamage. Fa general guidance regarding the fabrication,
storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIt Oualny CAtarla, OSS42 and SCSI Building Component 6904 Parka East Blvd. Safety
Information available from Truss Plate Insbtula. 218 N. Lae Street, Suite 312. Alexandria. VA 22314. Tampa. FL 3W 10
Job Truss Truss Type Oy Ply Park Sq Hms/Barcelona•2392A C
T13018050
P2392AC KJ2 JACK 2 1
ob e e ca o ' all
Mid -Florida Lumber, Barlow, FL. 8.130 8 Sep 15 2017 MITek industries. Inc. Mon Jan 22 11:03:0a 201a Page 1
ID:IUEi_2vgrkv4uEJUYC2iFzkf ng-nbCgZ8zkJSOe9zfzaGUgVyhLOnpgJBu 1 YuWP2zsgOp
1.5-0 4-0.1
1.5.0 4-0-1
2x4 =
4-0-1
LOADING (pan SPACING- 2-0-0 CSI. DEFL. In loc) laden L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(L-) 0.01 4-7 999 240
TCOL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) 0.02 4-7 999 180
BCLL NO ' Rep Stress Ina NO WB 0.00 Horz(CT) 0.00 2 n/a Na
BCDL 10.0 Code FBC2017/rP12014 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 3=94/Mechanical, 2=256/0-S-11, 4=47/Mechanical
Max Harz 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. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Stale - 1:11.5
PLATES GRIP
MT20 2441190
Weight: IS lb FT - 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-0.1 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vullw14Omph (3-second gust) Vasd=108mph: TCDL-4.2psf; BCDL=3.Opsh h=15ft: B-45ft: L-24ft; eave=oft; Cat.
II; Exp B; Part. Encl.. GCpI=0.55: 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 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 Ito 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 load(s) 3 lb down and 27 lb up at
1-6-12, and 3 lb 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
on any electronic copies.
Philip J.0'Regan PE No.66126
MITak USA, Inc. FL C9r16634
6904 Parke Ent Blvd. Tampa FL 33610
Will:
January 22,2018
QWARNINO • Vadly daslpn paromahms end READ NOTES ON THIS AND INCLUDED a9f EN REFERENCE PAGE AN1403 rev. td I Mil BEFORE USE.
Design valid for use only wen MITekO connectors. This design is based only upon parameters shown, and la for on Individual building componam, nab
a truss ass "am. Before use. the building designer (mist arty the applicability of design parameters and property Incorporate this design late me overact
bueding design. Bracing indicated Is to provers buckling of Individual thus web andlar dgrd members only. Additional temporary and permanent bradlag M iTek' la always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabricallon, storage, delivery, erection and bracing of trusses and truss synama, sea ANSVTPII Quality Criteria. OSS49 and SCSI Building Component 8904 Parke Fast old.
Safaty tnfomutlon available from Truss Plata Institute. 218 N. Lae Street. Suite 312. Alexandria. VA 22314. Tampa. FL 38810
Job Truss Truss Type City Ply Park Sq Hms/Bereelona-2392A C
T13018051
P2392AC KJ3 JACK 2 1
b I
Mid-Flodda Lumber, Bartow, FL. 8.130 a Sep 15 2017 MTek Industries. Inc. Mon Jan 2z 11:03:06 201e Page 1
I D:10E(_2vgrkv4uEJUYC2jFzkFng-nbCg28zkJ80e9zfzaGUgVyhiBOm?gJBu 1 YuWP2zsgOp
18-0 4-1.14
1$-0 4.1.14
1.5x4 II
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) UdeO Ud
TCLL 20.0 Plate Grip DOL 1.26 TC 0.24 Vert(LL) 0.03 4-5 999 240
TCDL 10.0 Lumber OOL 1.25 BC 0.21 Van(CT) 0.03 4-5 999 180
BCLL 0.0 Rep Stress Ina NO WB 0.00 Horz(CT) 0.05 3 n/a n/a
SCOL 10.0 Code FBC2017/TPI2014 Matrix -MR
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=23110-11-5, 4=33/Mechanical
Max Horz 5=96(LC 8)
Max Uplift 3-60(LC 8), 5=-139(LC 8). 4--32(LC 8)
Max Grav 3.78(LC 1). 5-231(LC 1), 4=70(LC 3)
FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
Scale a 1: Is.?
PLATES GRIP
MT20 2441190
Weight: 17 lb FT - 20%
Structural wood sheathing directly applied or 4-1-14 oc pudins,
except end verticals.
Rigid telling directly applied or 10.0-0 oc bracing.
NOTES-
1) Wlnd: ASCE 7-10; Vuk=140mph (3-second gust) Vasd=108mph; TCOL-4.2pst: SCOL-3.Opsf; h=15ft; 8=45ft: L=24ft; eave=oft; Cat.
It: Exp 8: Encl., GCpi=0.18: MWFRS (directional): end vertical left exposed; 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 bads.
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 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 60 lb uplift at joint 3, 139 lb uplift at joint
5 and 32 lb uplift at joint 4.
6) Hanger(s) or other connection device(s) shell be provided sufficient to support concentrated load(s) 101 lb up at 1-6-12, and 101 lb
up at 14-12 on top chord, and 45 lb up at 141-12. 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 CASES) Standard
1) Dead + Roof Live (balanced): Lumber Increase-1.25, Plate Increase=1.25
Uniform Loads (plQ
Vert: 1-2-60. 2-3=-W, 4-5=-20
Concentrated Loads (lb)
Vert: 6=66(F=33, B=33) 7=7(F-3, 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.0'Regan PE No.66126
Wilk USA, Inc. FL Cett46U
6911 Pane Ent 81vd. Tempe FL 21610
Oat:
January 22,2018
AWARNING. VrNy design parameters and READ NOTES ON T10S AND INCLUDEDWTEK REFERENCE PAOE M I.?4T3 rev. toro102015 BEFORE USE.
Design valid for use only with Woke connectors. This design Is based only upon parameters shown, end is for an Individual building component, nit
a truss system. Before use, the building designer must verily the applitAblsty of design parameter and property Ircarporate this design into the overall
bu" design. &aWg Indicated Is to proved bur klieg of lrtdivldtlal vuss web and/or dWd Molests only. Addsionet temporary and permanent bracing M iTe k' Is always tbqufred for stability and to prevent collapse with possible persona input' and property damage. For genetet guidance tagading the
fabrication, storage, dalk". erection and bracing of trusses and truss systems, sea ANSVTPII Quality Cottons. OSBde and SCSI Building Component 6904 Parka East Blvd.
Safety Information available from Truss Plate Institute. 218 N. Lae Street, Bubo 312. Alexandria, VA 22314. Tamps, FL 38610
Job Truss Truss Type oty Ply Park Sq Hms/Banxlona-2392A C
T13018052
P2392AC KJS JACK 2 1
job Reference loptionall
Mid-Flodda Lumber, Barlow, FL. 8.130 s Sep 15 2017 MITek Industries. Inc. Mon Jan 22 11:a3:a/ gala rage 1
ID:IUEL2vgrkv4uEJUYC2jFzkFng-FnmCnL1_M4SVWn7 E98z7319EkEgOAPmR2GCd4xUzsgOo
1-5-0 3-9.6 7-0-14_ _
r
1 5-0 3.9-6
I
3.3.8
Seale - 1:16.7
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.11 4-7 >781 240 MT20 2441190
TCOL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.25 4-7 >341 ISO
BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 We n/a
BCDL 10.0 Code FBC2017/TP12014 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 oo purling.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3-183/Mechanical, 2-375/G-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) Wlnd: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh, BCDL-3.Opsf; h=25ft; 8=45ft; L=24ft; save -oft; Cat.
It: Exp 8: Encl.. GCpI=0.18: MWFRS (directional): Lumber DOL=1.60 plate grip OOL-1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonooncufrent 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 79 lb uplift at joint 3 and I IS 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 3 lb 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 44-12. and 5 lb down at 44-12 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).
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, PEUniformLeeds-
3- Vert: 1-3=60, 4-5=-20 using a Digital Signature. 9 9 9
Concentrated Loads (lb) Printed copies of this
Vert: 10=4(F=2, B=2) 11=-10(F-S, B-S) document are not Considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. aRegan PE No.S6126
Wilk USA, Inc. FL Cart 661/
6904 Pepe East Blvd. Tamps FL 33610
Date:
January 22,2018
AWARHINO - Wanly Melon psraoteta and READ NOTES ON IMS AND INCLUDED WTEK REFERENCE PAOE All-7473 rev. 1GAIJI IS BEFORE USE.
Deep valid let use arty with Wake connectors. This design Is based only upon parameters shown, and Is far an Individual buading component, net
a truss system. Before use, the building designer must verly the applkablilly of design parameters and property Incorporate this design Into the overall
Willong design.at 1ptam DroWq IstoPvverdappsewithdffaorrsstaboayInbJ"aand Ry damage. Agneral MiTek' and
to prev laIndicated IsppossiblepersonalFguidance fabrication,
Oor"e, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, 05842 and BcSI Building Component 6904 Pane East Blvd. Safety
Information available from Tens Plata Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tempe. FL 36610
Job Truss Truss Type City Ply C
1 IParkSqHmsffiareelona-
2392A
T13018053
P2392AC KJ7 JACK 7 1
Job Reference (optionall
Mid-Flodda Lumber, Bartow, FL. 0.130 s Sep 15 2017 MfTek Industries, Inc. Mon Jan 22 11:03:07 2018 Page 1
ID:IUEj-2vgrkv4uEJUYC2jfzkFng-FnmCnU M4SVWn7E98z1319Emg3iPhn2GCd4xUzsgoo
154 5.25 9.10-13
75-0 6-25 44-7
Scala - 1:22.5
2x4 =
1 z4 11 5
3x4
5.25
5.25
9-10-13
4.1-7
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loe) Udell LID PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(L-) 0.03 6.7 999 240 MT20 2441190
TCOL 10.0 Lumber OOL 1.25 BC 0.43 Vert(CT) 0.07 6-7 999 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.36 Horz(CT) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 42 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2 BOT CHORD
WEBS 2x4 SP No.3
REACTIONS. (Ib/size) 4=128/Mechanical, 2=510/0-5-11, 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 (Ib) or less except when shown.
TOP CHORD 2-3=-7751136
BOT CHORD 2-7=-208/708, 6.7-208/708
WEBS 3-7-01275.3-6=-7691226
Structural wood sheathing directly applied or 6.0.0 oc purtins.
Rigid ceiling directly applied or 10.0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vesd-108mph: TCOL=4.2psh BCDL=3.Opsf,. h=25ft; B-45111: L=24111: eave=oft; Cat.
It: 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 bad nonconcurrent with any other live bads.
3) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tell by 2 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 70 lb uplift at joint 4, 148 lb uplift at joint
2 and 69 lb uplift at joint 5.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 11 Ill 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, 3 Ill down and 44 lb up at 4-4-12, and 27 lb down and
77 lb up at 7-2-11, and 27 lb down and 77 lb up at 7-2-11 on top chord, and 2 lb up at 1-6-12, 2 lb up at 1-6-12. 5 lb down at
4-4-12, 5 lb down at 4-4-12, and 20 lb down at 7-2-11, and 20 lb down at 7-2-11 on bottom chord. The design/selection of such
connection device($) 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 (plQ
Vert: 1-4=60, 5-8=20
Concentrated Loads (lb)
Vert: 13=53(F=27, B=-27) 14-4(F=2, B-2) 15=10(1`=S, B=5) 16--35(F=-17. B-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.
Phillip J. allegan PE No.66126
M1Tek USA, Inc. FL Cart 663/
6601 Parke East Blvd. Tempe FL 33610
Data:
January 22,2018
Q WARNING - Vadly deefan paramstara and READ NOTES ON rigs AND INCLUDED al1TEK REFERENCE PAGE 114111A7472 rev. 1AGM015 BEFORE USE.
Dalian valid for use only with Mf rakal Connectors. This design Is based only upon parameters shown, end Is for an Individual building component, not
a wit system. Before use, the building designer must verify the Applicability of design parameters and property Incorporate this design into the overall
building design. Bracing Indicated is to pravem buckling of individual truss web anefor Nord moments only. Additional temporary and permanent bracing M iTe k' 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 of trusses and was systems, sea ANSIRPII Quality Criteria. OSS419 and SCSI Building Component SOW Parka East Bald.
Salary Information available from Truss Prate Instkuta, 218 N. Lea Street. Suite 312. Alexandria. VA 22314. Tampa. FL 36610
Job Truss Truss Type Oty Ply Park Sq Hms/Bamelons-2392A C
T13018054
P2392AC M1 JACK 1 1 I Job Reference (optionall
Mid-Flodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MtTek Industries, Inc. Mon Jan 22 11:03:08 2018 Page 1
ID:IUE(_2vgfkv4uEJUYC2iFzkfng-jzKb_q? nneMPGoMihVNaNm?sEID8DhBUrNdUwzsgOn
5"
5-0-0
30 =
2.4 II
5-0-0
s.n.n
LOADING (psf) SPACING- 2 0 0 CSI. OEFL. In hoc) Udell Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 VeA(LL) 0.05 3 5 999 240
TCDL 10.0 Lumber DOL 1.25 8C 0.86 Vert(CT) 0.10 3-5 592 180
BCLL 0.0 Rep Stress Ina NO w8 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017frP12014 Matrix -MP
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3 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(LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Scale - 1:17.0
PLATES GRIP
MT20 2441190
Weight: 23 lb FT = 20%
Structural wood sheathing direly applied or 5.0-0 oc purtins,
except end verticals.
Rigid ceiling directly applied or B-0.9 oc bracing.
NOTES-
1) Wind: ASCE 7-10: Vuk=140mph (3-second gust) Vasd-108mph; TCDL-4.2pst; BCDL-3.Opsf; h=25ft; 8=4SR; L=24ft; eave=oft; Cat.
It: 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 nonconcurfenl with any other live loads.
3) 'This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tell by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 Ib 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 lb down 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 (8).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase-1.25, Plate Increase-1.25
Uniform Loads (plo
Vert: 1-2-80, 1-3=20
Concentrated Loads (lb)
Vert: 5-116(B) 6=-606(B)
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.
Philp J. aRegan PE No.68126
MITek USA, Inc. FL CeA 4634
6004 Parke East Blvd. Tampa FL 33610
Date:
January 22,2018
AWARNING • Varrly design pararnafers and READ NOrES ON THIS AND INCLUDED AerEK REFERENCE PAGE aul•7172 rev. 16e3120111 BEFORE USE.
Design valid for use only with MITeke connectors. This design Is based only upon parameters shown, and Is far an Individual building component, not a' a truss "am. Before use, the building designer must verily the applicability of design parameters and property Incorporate this design Into the overact
budding design. Bracing Indlceted Is to prevent buckling of Individual truss web and%or ciwm mombersonly. Additional temporary and permanent t ractrtg M iTek' Isahwaysratiukedforstabilityandtopreventcollapsewithpossiblepersonal %oNry and property damage. For general guidance regarding the fabrication,
storaQo, delivery, erection and bracing of trusses and truss systems, "a ANSVTPII Quality CnteAa, 03649 and SCSI Building Component Scot Pane Fast Bind. Safety
Information available from Truss Plate Institute. 218 N. Los Street, Suite 312. Alexandria. VA 22314. Tamps, FL 36610
Job Truss Truss Type Oty Ply Park Sq Hms/Bareelona-2392A C
T13018055
P2392AC M2 JACK 1 1
ioall
Mid -Florida Lumber. Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries. Inc. Mon Jan 22 11:03:09 2018 Page 1
ID:16Ej_2vgrkv4uEJUYC 2iFzkFng-BAuzCA0or3mD00NYG01 X6aJBoelztgwLN6AONzsgOm
6"
540
Scale - 1:17.0
3x4 =
2x4 I I
5-0.0
Plate Offsets fX.YI- I1:0.1-S.Edael
LOADING (pan SPACING- 2-" CSI. OEFL. In loc) 1/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.26 TC 0.35 Vert(LL) -0.03 3-5 >999 240 MT20 2441190
TCDL 10.0 Lumber DOL 1.26 BC 0.45 Ven(CT) -0.08 3-5 >959 ISO
BCLL 0.0 ' Rep Stress Inv NO WB 0.00 Horz(CT) 0.00 3 n/a We
SCOL 10.0 Code FBC2017rrP12014 Matrix -MP Weight: 23 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins,
BOT CHORD 2x6 SP No.2 except and verticals.
WEBS 20 SP No.3 80T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=46610-3-8, 3-353/Mechanical
Max Hors 1=81(LC 8)
Max Uplift 1=-121(LC 8), 3-126(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown
NOTES-
1) Wlnd: ASCE 7-10; Vuh=140mph (3-second gust) Vasd-108mph: TCDL=4.2psf; BCDL-3.Opsf; h-25ft:8=45M; L=24N: eave=4ft: Cat.
It: Exp 8; 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 pat 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 121111 uplift at joint 1 and 126 Ib uplift at
joint 3.
6) Hanger(s) or other connection device($) shall be provided sufficient to support concentrated load(s) 235 ID down end 92111 up at
0.10.12. and 195 Ib down and 90111 up at 2-10.12 on bottom chord. The designlselection 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: 1-2=60, 1-3=-20
Concentrated Loads (lb)
Vert: 6=-235(F) 6=195(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.66126
Wak USA, Inc. FL Carl4634
6604 Patka Ent Blvd. Tempe FL 33610
Due:
January 22,2018
AWARNING. Vartfy design panmatare end READ NOTES ON TIeS AND INCLUDEO WTEK REFERENCE PAGE a11ti7472 rw. 1de2/2015 BEFORE USE.
Design valid tar use only with M(Teid!) connectors. This design Is based only upon parameters shown, and Is tot an Individual building component, not
truss system. Before use, the building designer must verify the applirabiaty of design parameters and property Incorporate this design into the over"
building design. Bracing Indicated Is to prevent buckling at iraMdusl truss web andfor Nord members ah y. Additional lemporary and permanent bracing M iTe k' Is always required for stability and to prevent collapse with possible personal Injury and pr0pary, damage. For general guidance regarding the
fabrlestlon, storage, dalMery, erecibn and bracing of trusses and truss systems, Bea ANSVTPII Quality Criteria, OSS49 and BCSI Building Component 6904 Parka East Blvd.
Safety Information available from Truss plate Imtltule. 2IS N. tie Street. Suite 312. Alexandria, VA 22314. Tampa. FL 36610
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.
Ole
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 20120
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 bearingsno (supports) occur. loons vary but
reaction section indicates joint
number where bearings occur.
EM
Min size shown is for crushing only
Industry Standards:
ANSUTPII: 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-" dimensions shown in ft-in-sixteenths
Drawings not to scale)
1 2 3
TOP CHORDS
cla u-3
Sr, 4WEBS
O u
L)
a
O
H
BOTTOM CHORDS
8 7 6 5
JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERSILETTERS.
PRODUCT CODE APPROVALS
ICC-ES 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
MiTek'
MiTek Engineering Reference Sheet MII-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, e.g.
diagonal or X-bracing, is always required. See SCSI.
2. Truss bracing must be designed by an engineer. For
vide 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 traced 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 tightly against each other.
6. Place plates on each face of truss at each
joint and embed fully. 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 ANSIRPI 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, sae, orientation and location dimensions
indicated are minimum plating requirements.
12. Lumber used shall be of the species and sae, and
In all respects, equal to or better than that
speed.
13. Top chords must be sheathed or purlins provided at
spacing indicated on design.
14. Bottom chords require lateral bracing at 10 ft. spacing,
or less, if no ceiling is installed, unless otherwise noted.
15. Connections not shown are the responsibility of others.
16. Do not cut or after truss member or plate without prior
approval of an engineer.
17. Install and load vertically unless indicated otherwise.
18. Use of green or 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
ANSVTPI 1 Quality Criteria.
4
24"
7•- 4" 15% 11 1/2" WALL =301 21'- 0 1/2" I 6'- 0" 5'- 6" 7•- 0" 1
I I I
Tn
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.
NOTE: 2nd FLOOR OVER ENTRY
CEILING AT 9'- 4"
FIRST FLOOR
1
1
w
APPROVED TRUSS ANCHOR BY BUILDER
BOTTOM =4x2
TOP = 4x2
2x4 -.
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 PP'
soo
1 L 12"
TGI ICC CAIM r1CTAII
J L 7 - THA422 FLR HGR
A L 16 - HHUS46 FLR. HGRS
O 1 - HGUS26-3 3-PLY HGR
D
MID - FLORIDA LUMBER ACQUISITIONS
BARTOW, FLORIDA
TRUSS LOADING CONDITIONS
I" ROOF TRUSSES I FLOOR TRUSSES
THIS TRUSS SYSTEM HIS BEEN DESIGNED WITH LORDS GENERRTED BY 140 MPH
WINDS USING 42 PSF TO' OM M LORD IN 30 PSF BOTTOM OOM
OEBD LORD 0 MILES FROM HURRIOX OWILK. CRT. 11. EIP. 8 IRSCE 7-IW
KIM
2392 - A or C I Park Square Homes
P2392AC
Barcelona - A or C
WA 19.25.171 Bm-
4
19 1/2" 24" 24"
7'- 0" 19% 11 114" I I1 L= =a 1 1 E=9'- 9" 91- 3" 1
I II I
9 1 /4"
1 12'- 8" 1 30'- 2" 1 9'- 6"
I
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.
APPROVED TRUSS ANCHOR BY BUILDER
BOTTOM =4x2
TOP = 4x2
2x4 Cont. Band r--.
TRUSS END DETAIL
APPROVED TRUSS ANCHOR BY BUILDER
PLUMB CUT OVERHANG
HEEL HEIGHT = 2 x 4
BOTTOM = 2 x 4
12TOP= 2x4 6.0r
1 -11c - -11, i
12
a,
12"
TRUSS END DETAIL
5,
Ln -- --
J L 22 - HUS26 1-PLY HGR
O 1 - HGUS26-2 2-PLY HGR
a
MID - FLORIDA LUMBER ACQUISITIONS
0 BARTOW, FLORIDA
TRUSS LOADING CONDITIONS
ROOF TRUSSES I FLOOR TRUSSES
TOP CHOU LIVE: 200 ITOP CHORD LIVE: 40.0
TIP CHORD DERD: 10.0 1 TOP CHORD DEFT: 10.0
1801TOM CHORD DEM. 10.0 IBOTTOH CHORD OEFU 5.0
THIS TRUSS SYSTEM HNS BEEN IESICKU WITH LGIMS I ENERRTEO BY 140 IFH
WINOS USING 4.2 PY TIP TH0 OERO LOAO ROI le F'SF BOTTOM DSO
OERI LGRO 0 NAES FROM NURRIUK OWKINE. CRT. 11. OF. B OM T-101
I2392 - A or C
lPark Square HomesRMrk
nm:
SECOND FLOOR Barcelona - A or C
P2392AC raA a2s.,T e Jjz
to
JV `
r
0
RECORD COPY
pr
City of Sanford
Building and Fire Prevention
Product Approval Specification Form
1 8- 1 868
Permit #
Project Location Address ? g,d S 4
O%LDn c
SANFORD
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.floridabuildino.oro.
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 94fr40-W4 FL15279.20
Roll U
Automatic
Other
2. Windows
Single Hung MI Windows 8 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
e
Category / Subcategory Manufacturer Product
Description(including
Florida Approval #
decimal
3. Panel Walls
Siding James Harding Bldg Products Hardie Panel FL13223.2
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 015 and 030 Roofing Fell FL2346.1
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
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
En ineered 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
Florida Building Code Online htips://www. floridabui lding.org/pr/pr_app_dti.aspx?parant=wG EV X*
Business & Professional Regulation
rm r
aCIS Home 1 1.02 in I user Registration I Hot TOPICS I Submt Surcharge StatS a facts ! Plmacatbns i faC start I SCls Ste MAP I UAS i Search I
Florida
Product Approval
y ,,
USER: Pubse U.ser
ralRLlrw
9odua AuurovAl Menu > Ptodud a AOOlirwli0nJU%h > Ankhtion LLn > Application Detall FL #
FL8871-R8 Application
Type Revision Code
Version 2017 Application
Status Approved Comments
Archived
Product
Manufacturer Therma-Ttu Corporation Address/
Phone/Email 118 Industrial Drive Edgerton,
OH 43517 419)
298-1740 rtckw@rwbidgconsultants.
com Authorized
Signature Vivian Wright rickw@rwbldgconsultants.
com Technical
Representative Address/
Phone/Email Quality
Assurance Representative Address/
Phone/Email Category
Exterior Doors Subcategory
Swinging Exterior Door Assemblies Compliance
Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer Evaluation
Report - Hardcopy Received Florida
Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the
Evaluation Report Florida
License PE-43409 Quality
Assurance Entity National Accreditation and Management Institute Quality
Assurance Contract Expiration Date 12/31/2021 Validated
By Ryan J. King, P.E. Validation
Checklist - Hardcopy Received Certificate
of Independence Referenced
Standard and Year (of Standard) F1,
8@71 RB QI (b)Se tiFlcate of tndependence.pdf Standard
year ASTM
D1929 1996 ASTM
02843 1999 ASTM
D635 2003 ASTM
E1300 1998 ASTM
E84 2000 ASTM
G26 199S TAS
201, 202, 203 1994 I
of.4 4/15/2018, 4:47 PM
tr
FIVida Building Code Online https://www.floridabuilding.org/pr/pr_app dtl.aspx?parani=wGEVX...
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending F8C Approval
Date Approved
Florida Licensed Professional Engineer or Architect
FL8871 R8 Eo iv (I, Egu yalengy_gf SnsljCApdf Method 1
Option D 10/17/
2017 10/17/
2017 10/19/
2017 12/12/
2017 Summary of
Products FL tt
Model, Number or Name — 8871.1
I a. "ClassicCraft Rustic" Series Limits of
Use — — Approved for
use In HVH2: Yes Approved for
use outside HVH2: Yes Impact Resistant:
Yes Design Pressure:
N/A Other: See
INST 8871.1 for Design Pressure Ratings by specific Model
and for any other additional use limitations and installation
Instructions. 8871.2~
b. "ClassicCraft' or 'ClassicCraft I Rustic" Series Limits of
Use — Approved for
use In HVH2: Yes Approved for
use outside HVH2: Yes Impact Resistant:
Yes Design Pressure:
N/A Other: See
INST 8871.2 for Design Pressure Ratings by specific Model
and for any other additional use limitations and Installation
Instructions. 8871.3 -- -
c. "ClassicCraft" or "ClassicCraft Rustic" Series
Limits of
Use i Approved
for use In HVHZ: Yes Approved for
use outside HVH2: Yes Impact Resistant:
Yes Design Pressure:
N/A Other: See
INST 8871.3 for Design Pressure Ratings by specific Model
and for any other additional use limitations and Installation
Instructions. (For FlberClassic and SmoothStar sidelites,
this product approval requires the use of "1"
part numbers for these sidelites, which have been stained or
painted within six months of installation.) 8871.4 —^
d. "ClassicCraft" or "ClassicCraft Rustic" Series ----
Limits of
Use Approved for
use In HVH2: Yes Approved for
use outside HVH2: Yes Impact Resistant:
Yes Design Pressure:
N/A Other: See
INST 8871.4 for Design Pressure Ratings by specific Model
and for any other additional use limitations and installation
Instructions. (For FlberClassic and SmoothStar sidelites,
this product approval requires the use of "Y'
part numbers for these sidelites, which have been Description - 3'
6
x 8'0 'Impact" Opaque Fiberglass Radius Top Single Door' X) - Inswing
or Outswing Installation Instructions
FL6871 R8
II fb1 Inst 8871.1.pdf Verified By:
Lyndon F. Schmidt, P.E. 43409 Created by
Independent Third Party'. Yes Evaluation Reports
FL8871 R8
AE (b1Eval 8871.1.pdf Created by Independent
Third Party: Yes 3'6 x
8'0 "Impact" Opaque Fiberglass Single Door (X) - - Inswing or Outswing
Installation Instructions FL8871
R8 11 (
bi Inst 8871.2.odf Verified By: Lyndon
F. Schmidt, P.E. 43409 Created by Independent
Third Party: Yes Evaluation Reports FL8871
R AE
W Eval 8871.2.pdf Created by Independent
Third Party: Yes 3'6 x
8'0 "Impact" Opaque Fiberglass Single Door with Sidelite (OX or
XO) - Inswing or Outswing Installation Instructions FL8871
118 11 (
b) Ins[ 8871.3.pdf Verified By: Lyndon
F. Schmidt, P.E. 43409 Created by Independent
Third Party: Yes Evaluation Reports FL8871
R8 AE (
b) Eval 8871.3.gdf Created by Independent
Third Party: Yes 3'6 x
8'0 "Impact" Opaque Fiberglass Single Door with Sidelites (OXO) - Inswing
or Outswing Installation Instructions FL8871
RB 11 (
b) Inst 8871.4.pdf Verified By: Lyndon
F. Schmidt, P.E. 43409 Created by Independent
Third Party: Yes Evaluation Reports FL8871
R8 AE (
b) Eval 8871.4.pdf Created by Independent
Third Party: Yes 2 of 4
4/15/2018, 4:47 PM
Florida Building Code Online
if
https://www.(loridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX4.
ILstained or painted. within six months of installation.)
j 8871.5 7e. "FiberClassic" or "SmoothStar"
Series
370 x 8.0 "Impact" Opaque Flbergiass Single Door (X) -
Inswing or Outswing
It Limits of Use Installation Instructions
Approved for use in HVH2: Yes
Approved for use outside HVIIZ, Yes
Impact Resistant: Yes
Design Pressure: N/A
l Other. See INST 8871.5 for Design Pressure Ratings by
specific Model and for any other additional use limitations
and Installation Instructions.
fL8871_i18 1[ (12)Inst BB71 _;.pdf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
4 Evaluation Reports
FL8871 R8 AE (b)_Ev_a18871. 5.ad
Created by Independent Third Party: Yes
L.—
8871.6 f. "FiberClaSslc" or "SmoothStar" 13'0 x 8'0 "Impact" Opaque Flbergiass Single Door with
Series Sidellte (OX or XO) - Inswing or Outswing
Limits of Use Installation InstructionsIApprovedforuseinHVH2: Yes FLs871-R8 It b
Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 8871.6 for Design Pressure Ratings by L—SA71 I8-AE(t)) Eva1 88J_1;6.pdf
specific Model and for any other additional use limitations Created by independent Third Party: Yes
and Installation Instructions. (For FlberClassic and
SmoothStar sidelites, this product approval requires the use
of "J" part numbers for these sidelites, which have been
stained or painted within six months of installation.)
8871.7 g. "FlberClassic" or "SmoothStar"
Series
Limits of Use
Approved for use in HVH2: Yes
Approved for use outside HVHZ: Yes
Impact Resistant., Yes
Design Pressure: N/A
Other. See INST 8871.7 for Design Pressure Ratings by
specific Model and for any other additional use limitations
and Installation instructions. (For FlberClassic and
SmoothStar sidelites, this product approval requires the use
of "J" part numbers for these sidelites, which have been
stained or painted within six months of Installation.)
3'0 z 8'0 "Impact" Opaque Fiberglass Single Door with
Sidelites (OXO) - Inswing or Outswing
Installation Instructions
FL 21-88 If fbl Inst_$SZl 7 pdf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL8871-Ae-(b) Eval 8BZ1Jpdf
Created by Independent Third Party: Yes
8871.8 I h. "FlberClassic", "SmoothStar", 6-0 x 8'0 'Impact" Opaque Fiberglass Double Door (XX) -
GassicCraft" or "ClasslcCraft Inswing or Outswing
Rustic" Series —
Limits of Use
Approved for use In HVH2: Yes
Approved for use outside HVH2: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: See INST 8871.8 for Design Pressure Ratings by
specific Model and for any other additional use limitations
and Installation instructions.
8871.9 — — 1. "FiberClassie, "SmoothStar",
GassicCraft" or "ClasslcCraft
Rustic" Series - -
Limits of Use
Approved for use in HVH2: Yes
Approved for use outside HVH2: Yes
Installation Instructions
FL8871 R81I b In $7,1,B.9df
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL8871 RB yE_(b) Eyal $87$.Pdf
Created by Independent Third Party: Yes
6'0 z 8'0 "Impact" Opaque Fiberglass Double Door with
Sidelites (OXXO) - Inswing or Outswing
Installation Instructions
P-871 R8 II (b) 1n t Q821.9.pdf
Verified By: Lyndon F. Schmidt, P.E. 43409
impact Resistant., Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 8871.9 for Design Pressure Ratings by fL8871 R8 AE (b)_Eval 8871.9.o4tf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation Instructions. (For FlberClassic and
SmoothStar sidelites, this product approval requires the use
of "J" part numbers for these sidelites, which have been
stained or painted within six months of installation.)
Bade Neut
3 of4 4/15/2018, 4:47 PM
Flgrida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX...
Contact Us :: 2601 B F gone Read. Taaahasaee, F 32399 Plgne a50-497.1824
The state of Florida is an AA/mo empbya CowrfoM 2007-2013 State of Florida.:: Privacy Statement:: AccessibityStateffient :: Refund Statement
Under Florida low, emal addresses are public records. d you do not want your e-mal address released In response to a publk•r'econdt request, do not tend electronic
mat to thisentity. Instead, contest the office by phone or by traditional mad. v you have any questions, Maze contact SSo.487.1395. -Pursuant to Section 4
S5.275(1), Florida Statutes, eRective October 1, 2012, ftensee. ttenSed under Chapter 4SS, F.S. must provide the Department with an email address f they have one.
The emags provided may be used for official communication wth the licensee. However email addresses are public record. Q you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the pubic. To determine ! you are a licensee under Chapter 455,
F.S., please click hM. Product
Approval Accepts: Credit
Card Safe
4
of 4 4/15/2018, 4:47 PM
THERMAITRU
0
THERMA TRU DOORS
1 1 B INDUSTRIAL DR., EDGERTON, OH 4351 7
SMOOTH STAR & FIBER CLASSIC
FIBERGLASS SINGLE DOOR
INSWING / OUTSWING
GENERAL NOTES "
IMPACT"
I. This product has been evaluated and Is in compliance with the 6th Edition (2D17) Flitch Bolding Code (FBC)
sbucturd requirements including the Wo Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be
beyond wall dressing or Stucco.
3. When used In the'HVHr this product complies with Section 1626 of the Rorldo Balding Code and does not require
an impact resistant covering.
4. when used in areas outside of the NVHP requiting wind bome debris protection, this product complies with FBC
Sections 1609.12 R R30MI2 and does not require an impact resistant covens& This product meets missile level Ir
and includes Wind Ione 4 as defined In ASTM E 1996 and FBC Sections 1609.112 3 R3D12.12.1.
For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry
construction.
6. Site condiftons that deviate from the details of this drawing require further engineering analysis by a licensed
engineer or registered architect.
7. Outswing configurations using coastal Sat Rem 04 under active doors meet water infiltration requirements for'HVHP.
8. Inswing configurations and ouswing configurations using A item S5 under the door do not meet the water
Infilhation requirements for the 1WHr and shall be Installed arty in non•lobttcble areas or at habitable locations
protected by an overhong or canopy such that the angle between the edge of canopy or overhang to sN is less
than 45 degrees.
TABLE OF CONTRAS
SHEET DESCRIPTION
I Typical etevatbr. design pressures F general notes
Door detob th start
3 Door panel debit er dasslW
4 Horizontal cross seniors
SN84 VerticalVerticalcross section
6 Bud: and frame - Dc bxrd: m=nry conshucftn
7 omke anc - Ix bud: mesa construction
Br7 of Materials & components
37.7YbWL
FRAME WIDTH
It 3A00"MAx.
I PANG WIDTH
x =
m
o
N
P
O
FQVfRAIi... D0161.PR#SSkl msn-
DOOR TYPE; SWING
NEGA71VE=. s DIMENSION • PQSRIVE
INSWING 37.75" x 98.00- 80.0 80.0
SMOOTH
OUTSWING 37.7S" x 96.W 80.0 80.0STAR
INSWING 37.75' x 98.0w 80.0 80.0
FIBER
OIITSWING 37.7S" x 96.sw 80.0 80.0CLASSIC
See Sheet 8 nor despt Mmm krft nt.
2u
rn DWS m
w: LFS 3
rue nay
Ft-8871.5 0
0
s_Lrr 8 Oe
e
6.
41
46
EXTERIOR
rW AIM.
mr-gio,00 V
L DETAIL A -A J
4D 1,92W
DETAOL A -A
teinbmonwffl
wIIIIfULl11l
I I
DMIOR
HomomrAL cRoss sEcnoN
i I illl III
Mir
N
E 4SAM
NOTE WOOD DOOR COMPONENTS: PINE (SG >- 0.42)
INTERIOR
2'\ VEMAL CROSS SECTION
Iij
ffft US
woo No.
FL-8671.5
ET _L or JL
64
67
61
EX1i3tIOR 67
61
6
L DETAL MA J 4
0
60
0600006000000co00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 Ir
00000000000000000000000000000000000000000000000000000 J
DETAIL A•A
POnel lNf0ieement
i I U1jILlll ll
INTERIOR
1 HORIZONTAL CROSS SECTION
s
2B.86%OPEN GOMM
AREA MAX.
NOTE: WOOD DOOR COMPONENTS: PINE )SG >- D.42)
EXTERIOR INTERIOR
2 VEIMCAL CROSS SECTION
3
Pa
O`2 _c°on
A
ag z--*j
xf 2snL
D 4
k
01S !FS
INO Wr
f1-887t.5
Q .,L o JL
4.
E
x
a
01
9 8
fill w
2
i3 E$ m' W
10
19 INTERIOR z
D V
at5g
Z
v $
W
4 3d
v I n
O
18
EXTERIOR 40 14 G"y
60
E P EdAB.IfYP.)
8
D
o
0
0
0a
B 3 S
HORIZONTAL CROSS SECTION3
n5SSS4StwwnW/1X WDhuek L
L —
r— CSINK
CSIN K
MP.) •.
10
INTERIOR INTERIOR
10
Q
s.
L .
a
s ^ 2
O' •
N J
2
e
h N ^
ti
12 12 40 EXTERIOR EXTERIOR 40 O sr+e 05 2 08
14
C
16 same N.T.S.
1.1/1CMIN
L C 11 60 60
E oxn On OWS m
EAAB.IIYP.) 1.1/4'AAN. oac ar. LFS
3 HORIZONTAL CROSS SECTION Ems. JTyP J m . sW
1 HORIZONTAL CROSS SECTION
a
q CMswlnp shown- buwinp
4
mro
buwi FL-8871.5 c
cbo opprovod 4 or O
EXTERIOR .`1/""` INTERIOR
rl"N VERTICAL CROSS SECTION
EXTERIOR
4 VERTICAL CROSS SECTION
S segenesolt dieell
for'HVIti• voter inlltratbn
requirements
INTERIOR
EXTERIOR .. 71""` INTERIOR
2 VERRCAL CROSS SECTION
S Sh. W/IX subbu 2
EXTERIOR INTERIOR
S VERTICAL CROSS SECTION
S werAv wMgurotbn
see gmesol notes, sheet 1
for ® rwarertnfllratbn
requrements
it I!"
lit
4{
ZZldd 3 0
T
INTERIOR EXTER116.egss*j11
A Q pZ
qqdm mot)
mG40V
S
10
60
o
3 VERTICAL CROSS SECTION
INTERIOR EXTERIOR
6 VERTICAL CRROSSSSECRON
5 e
genmd notes. fte ItarllW.tes brfd mfbn
regikemmb
Be LFS
no
FL-8871.5
Q y5 or 8
t
tfP H D&
MASONRY
OPENING
lm
2XBUCK
BUCK AhViONNG
CONCRETE ANCHOR HOTEL'
I. Conareft anchor locations of the cameo may be o*Wed to mahloin ft min.
edge dkkwce to mcwiarjoInts.
I Comete anchor locations noted as MAX. ON CENTER' must be ocftzted to
maintain the n*L edge distance to mortcr)oInts. additional c0=918 or-Chols
may be required to enwo fft IMAX ON CENTERclirmnsbn am not exceeded.
I Concrete anchor kg*.'
E
MASONR4Y
M. HEAD & d2
f OPENING
IAMBS
z
lki
FRAME
C5
2XBUCK - 0
NINGf
JAMB ROM ANMOW, lUWJAW Mosonry'
a bush owulIuction X4646k.
ANCHORANCHORTO MIN
CLEARANCE IN.' -CLEARANCk- CEATE
rrl
Cur FTW
EIAPCONr C
ELCO
a T
CO LTRACONUULWOOD
SCREW INSTALLATION NOTET 1.
MobnfWA 0 n**Tx)M.'P/U- 0009 asrunce. , uno uww w, -I.-- w wood
screws to prevent the SOHIPQ Of wood. HINGEDETAIL
LATCH A DEADBOLT DETA4 Ff.
DWS gn
IFS we
No, FL-
8871-5 L
aT —6 or f
7YP. HEAD
OPENNG
ski
is
X SUCK
edge attance to j. xv !- jahk Al 2 mill I
12
um 5/22/08
G.
E8
BILL OF MATERIALS
REM DESCRIPTION MATERIAL
A 1 X BUCK SG >= 0.55 WOOD
B 2X BUCK SG >= DhS WOOD
C MAX 1/4•SHUHSPACE WOOD
D I /4• X 2WIV PFH ELCO OR ITW CONCRETE SCREW Sly
E MASONRY - 3A00 PSI MIN. CONCRETE CONFORMING TO AO301ORHOLLOWBLOCKCONFORMINGTOASTMC90
CONCRETE
G 3/16• X 3.1/4' PFH ITW CONCRETE SCREW Siffi
J 1XX3%VCPFH 9WCONCRETESCREW STEEL L
R 10 X 2-1/T PFH WOOD SCREW 11.I.TMIN. STEEL 1 INSWING
ADJUSTABLE THRESHOLD ALUMJWOOD 2 INSWING
THRESHOLD jLS300HPS ALUM.ICOMP• 3 INSWING
SELF ADJUST THERMAL. BREAK THRESHOLD P30M ALUM./COMP. 4 OUTSWING
COASTAL THRESHOLD AUIM./WOOD 5 OUTSWING
STANDARD THRESHOLD ALUM/WOOD 6 INSWING
THRESHOLD ALUMJCOMP. 7 DOOR
BOTTOM SWEEP VINYL 8 JAMB
PIN SG >= 0.42 WOOD 9 JAMB
O SG >= 0.42 WOOD 10 WEATHERSTRIP
FOAM I i
HINGE Sly 12 N
10 X 3/4• PFH SCREW SIM 13 09
X 3• PFH WOOD SCREW STEEL 14 LATCH
STRIKE PLATE STEEL 15 SECURITY
SIM PLATE Siffi 16 A8
X 2-1 /T PFH SCREW Siffi 17 08
X 3/4' PFH SCREW STEEL 18 KWIKSET
SERIES PASSAGE LOCK STIR 19 KWIKSET
SERIES DEADBOLT 660 SIE13 40 SMOOTH
STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 DOOR
SKIN 0A7T TNK SMOOTH STAR = 6,000 PSI MIN. RBERGLASS 42 TOP
RAIL(SMOOTH STAR COMP. 43 LOCK
STU ISMDOTH STAR WOODAVL 44 HINGE
STILE ISMOOTH STAR WOOD 45 BOTTOM
RAIL(SMOOTH STAR COMP. 46 PANEL
REINFORCEMENT OA2? THK SMOOTH STAR STEEL 47 FOAM
CORE POLYURETHANE 6D FIBER
CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 61 DOOR
SKIN 0.137" THK. IFIBER CLASSIC = 6DW PS MIN. RBERGLASS 62 TOP
RAIL RBER COMP. 63 LOCK
STILE FIBER CLASSIC WOODAVL 64 HOJGE
STILE FIBER CLASSIC WOOD 65 BOTTOM
RAIL R E CLASSIC COMP. 66 PANEL
REWFORCEMENT 0.02T THK FIBER CLASSIC STM 67 FOAM
CORE POLYURETHANE r 4SB
q e °
1rnnD yy ZZ
w
tS4gg rmdn
J 1
gy„
ypp yp 2 UMWII ODb I - t unwop
a rr+ T
1—
SJ1:
Y 6 h_
hv MAX. DESIGN
PRESSURE = */- 50 PSF TA er:
er.
FL—
W71.
5 QJLn-6
Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?parain=wGEVX.#.
ProfessionalBusiness & • t
BCIS Home I lag In 1 Use, Registration ! Not Topim I Submit Surcharge I Stats a Facts Pubucatbns FaC start ! acts site Map i Links I search I
bpr
a
Product Approval
USER: public User
fitpn
Piodud Anmov I M mt > Prr rQlppd .yy$,garcO > AppMaLbII.KI > Appatatlon Uetall
FL # FL15332-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz, PA 17030
717) 365-3300 Ext 2560
bsitlinger@miwd.com
Authorized Signature Brent Sitlinger
bsidinger@miwd.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Luis Roberto Lomas
the Evaluation Report
Florida License PE-62514
Quality Assurance Entity National Accreditation and Management Institute
Quality Assuratce Contract Expiration Date 12/31/2018
Validated By Steven M. Urlch, PE
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Validation Checklist - Hardcopy Received
EL15332_R4 COI —FkC
Standard
AAMA/WDMA/CSA 101/I.S.2/A440
Year
2008
I of 3 4/1512018, 5:03 PM
Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVX...
Product Approval Method Method i Option 0
Date Submitted 08/11/2017
Date Validated 08/13/2017
Date Pending FBC Approval 08/15/2017
Date Approved 10/10/2017
Summary of Products
FL Ar Model, Number or Name Description
y
15332.1
1_
II
SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM SGD OXO 14S-3/4'x80" NON-
REINFORCED
Limits of Use Installation Instructions
Approved for use in HVHZ: No FLIS332 R4 fI Qg-DOS ff Udf
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant, No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332_R4 AE 5108Q7Qpdf
PRESSURE RATINGS_ Created by Independent Third Party: Yes
Y
15332.2 SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM SGD OX, XO, XX 96'x80' NOW
REINFORCED
Limits of Use Installation Instructions _ --
Approved for use in HVHZ: No FLI5332 R1-11 08-00498E.IXIf
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN EL15332 R4 AE 51Q805D.Qdf
PRESSURE RATINGS Created by Independent Third Party: Yes
15332.3 SERIES 420 ALUMINUM SGD
REINFORCED
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
PRESSURE RATINGS
15332.4 SERIES 420 ALUMINUM SGD
REINFORCED
i T
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
PRESSURE RATINGS
SERIES 420 ALUMINUM SGD REINFORCED OXO
145-3/4"x96"
Installation Instructions
FL1S332_R4 I[ 08-0224QC,pdf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FLIS332 R4 AE $,I2% BC.odf
Created by Independent Third Party: Yes
SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX
96'x96'
Installation Instructions
FLIS332 R4 II 08-02249C.pdj
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FLIS332 R4 AE SI,2969C.gW
Created by Independent Third Party: Yes
1S332.S SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96"
REINFORCED
Limits of Use Installation Instructions `
Approved for use in HVHZ: No E61S332 R4 11 08-02250C.P&
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R4 AE S12970C,Qgf
RATINGS Created by Independent Third Party: YesPRESSURE
15332.6 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX
ALUMINUM SGD 96'x96"
Y
Limits of Use Installation Instructions
Approved for use In HVHZ: No FLIS332 R4 If 08-004_99f,Qd_f
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62S14
Impact Resistant: No Created by Independent Third Party: Yes
2 of 3 4/15/2018, 5:03 PM
Florida Building Code Online https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVX.•.
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN &k5.332_ R4 AE _jQ806%pdf
PRESSURE RATINGS Created by Independent Third Party: Yes
15332.7 ~ SERIES 420 REINFORCED - SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96"
I ALUMINUM SGD
Limits of Use _ Installation Instructions
Approved for use in HVHZ: No EL15332 R4 II 0$_0_0501E,pdf
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN EL15222 R4 A 510808D.odf
PRESSURE RATINGS Created by Independent Third Party: Yes
IS332.8 I SERIES 430/440 ALUMINUM SGD SERIFS 430/440 ALUMINUM SGD XXX 143"x80" NON-
REINFORCED
Limits of Use Installation Instructions
Approved for use In HVHZ: No S,,ii2R4ItQiL0Q5Q2E.pdf
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332-A5 AI.L310.&Q9D,pdf
PRESSURE RATINGS Created by Independent Third Party: Yes
1S332.9 , SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX
j ALUMINUM SGD 143"x96"
Limits of Use _
w
Installation Instructions
Approved for use In HVHZ: No FS153.32_R9_II_0.8_003E.pdf
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE SIQQ1QO.pdf
PRESSURE RATINGS Created by Independent Third Party: Yes
Bark Nett
Lo11ta.CLUi :: 2601 Blair Stone Road. talaha< 32 99 Phone: aS0.487-1824
The State or Florida ban AAIEEO empbyer. CoMaMbt 2007-ZQ.13-61a1CSt FbcnL :: Eibmcy_State0lt M :: AcraiNt QY. 9tatamert :: Refund e..temem
Under Florida law, emal addresses are public records. U you do not warp your e•Mal address released In response to a ouhBc-records request, do not send electronic
Mal to this entity. instead, Contact the office by phone or by traditional ma8 9 you have any questions. please contact 8S0.487.139S. *Pursuant to Section
4S5.27S(1), Florida Statutes, effective October 1. 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an emat address Ir they nave
one. the emalls provided may be used for ortk0l communication with the arersee. However amel addresses are public record. 9 you do not wish to supply a
personal address, please provide the Oepartment with an emal address which Can be made avalatile to the public. Tb determine it you are a tkensee under Chapter
455, F.S., please tick Ile1t•
Product Approval Aaoapte:
tMAEN ®ROOM ERn
Credit Card
Safe
3 of 3 4/15/2018, 5:03 .PM
NOTES:
1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED
DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.
SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR
ENGINEER OF RECORD.
4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT
SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR
CALCULATIONS.
5. FRAME MATERIAL EXTRUDED ALUMINUM 6063—T5.
6. UNITS MUST BE GLAZED PER ASTM E13DO-04/09 WITH SAFETY GLASS.
7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS,
S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-.
9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO
NOT REQUIRE WATER INFILTRATION RESISTANCE
OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT
10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE AID WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH
TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH I" MINIMUM EDGE
DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
13. ALL FASTENERS TO BE CORROSION RESISTANT.
14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTLL C-90. GRADE N, TYPE I (OR GREATER).
D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 .048- THICK MINIMUM
15. APPROVED CONFIGURATIONS: OX, XO, XX, XP, PX, XIP, PDT
I TABLE OF CONTENTS 1
SHEET NO.I DESCRIPTION
1 NOTES
2 - 3 ELEVATIONS
I M I o-.scePMN I WE I A14RWED 1
A ADDED FIANCE AND FIN WALI,ATIO. 12/10/13 R.L
B REVISED INSTALLATM DETAILS 05/03/15 ILL.
C REVISED INSTALLATION DETAILS 05/21/17 R.L.
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 420 SGD REINFORCED WITHOUT ADAPTER
96' X 96'
NOTES
IWANW. on N].
V.L 1 08-02249
so,a NTS I aTL 10/30/13 IMMI OF 10
L RMERI D LCM4S A&
1422 WOODAM RD LEA 6vW. NC 27g2J
4304&VWW AwM*k&nWpopn
SIGNED: 06/21/2017
ljjjl1ItIILOy'4:
v,•GENB-9ir%
STAT 6EOF ;&,
ip
C :ORAOP• '`
Luis R. Lomas P.E.
FL No.: 62514
I
F1
HI
6' MAX
96" MAX FRAME WIDTH
2) ANCHORS PER LOCATION
SEE CHART 03
FOR NUMBER OF LOCATIONS
REQUIRED
r
17' MAX
r-r Q.C. -
6' MAX
I
ry
17' MAX
O.C.
16' T
LAX
AME
IC14T
6' MAX
6' MAX
SERIES 420 SGD REINFORCED WITHOUT ADAPTER
EXTERIOR VIEW
DESNGN PRESSURE RATING IMPACT RATING
335.0PSF NONE
SEE CHARTS II AND 02 FOR OTHER UNITS R47MS
NOTES:
1. MAXIMUM PANEL SIZE: 48 v7 s lir
2. MAX1JWUMD.L0.:44S8's90Sr
HARDWARE SCHEDULE
MOUNTED HANDLE SET (994)4.145) AT 38 314. ON CENTER FROM PANEL BOTTOM
LLIC TANDEM ROLLERS (99.17.195) AT EACH END OF PNIEL BOTTOM RAILS
M 6083Te REDWORCEA'ENT (888) AT ALL PANEL INTERLOCKS
t>
iav orwwlwN aft. A1 ROVED
A ADDED FIANCE AND FIN INSTALLATION 12110/:1 R.L
B 1 REVISED INSTALLATION DETAILS 08/03/15 ILL
C I REVISED INSTALLATION DETAILS 06/21/17 1 R.L.
CHART ar
WHERE WATER INFILTRATION RESISTANCE IS REOUIRED.
SFE Nf)TE 9 SHEFT
Design pressure dram (p30
Frans
Single Rtk! slid Taal Frams VASh if)
Htiyn
Sao
saw
e0
7200
420
84.00
4H0
9&w
Pas I NOV I Pas I Np Pw tip Pos Np
8A0 40.0 58.4 40.0 S 11 40.0 45.7 a0.0 02.0
0 40.0 552 4Q0 48.0 40.0 OAO 39.4 39A
820 4o.0 52.4 40.0 45.4 40.0 40.8 37.1 37.1
0 40.0 49.8 4Q0 411 38.4 384 0 35.0
CHART 02
WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED.
SEE NOTE 9 SHEET I
Design pressure Warr (p50
Fri
Single Panel am Taal Frans VWM i1)
He4N
SOLO
dac
380
7200
42o
8100
4"
Woo
Pw Np Pw Nag Pas Nag Pas Nov
MO 58.4 59.4 50.9 50.9 45.7 45.7 420 42.0
88.0 2 48.0 48.0 43.0 43.0 39.4 38.4
920 524 514 45.4 45.4 40.6 40.0 37.1 37.1
0 49.6 a9.8 411 411 38.4 38.4 35.0 35.0
CHART13
Number oran4Aor locations required
SV OEs Pena and Total Frans YMdIA if)
Sao
Ao
Sao
72.0
420
a
4R0
96.0
Has I Jamb I HAS I.pmD N8S bmb N8S Jamb
a 4 0 1 5 1 8 6 8 8 0
4 0 s 8 a t82004058ee8
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ. PA 17030
SERIES 420 SGD REINFORCED WITHOUT ADAPTER
96' X 96'
ELEVATION
ORWW. OrrP. NO. A
V.L 08-02249
scut NTS ant 10/30/13 --2 OF 10
L ROBERTO LCUAS P.E.
14l2 HOODFORD RD LEMIAUE AC 2=
42640-CM Xam
SIGNED: M21/2017
1R!(L 0,ii
J • q '.
v,•OENS,J1
0 5 •x=
i TA T
Luis R. Lomas P.E.
FL No.: 62514
4
FF
HE
96' MAX FRAME WIDTH
1) ANCHOR PER LOCATION
AT HEAD At JAMBS
SEE CHART 04
FOR NUMBER OF LOCATIONS
REQUIRED
6. MAX 17' MAXrIrO.C.
I
6' MAX
17' MAX
O.C.
6' 1 _
AX
4ME
GHT
6' MAX
6' MAX
f
2) ANCHORS PER LOCATION
SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL
EXTERIOR WEW SEE CHART /4
FOR NUMBER OF LOCATIONS
DESIGN PRESSURE RATING IMPACT RATING
REOUIRED
t35.0PSF NONE ]
SEE CHARTS of AND A2 SHEET 2 FOR OTHER UNITS RATDVGS
HARDWARE SCHEDULE
FLAT MOUNTED HANDLE SET M"4.145) AT 38 3N' ON CENTER FRC
METALLIC TANDEM ROLLERS (98-17.195) AT EACH END OF PANEL 9(
JMINUM6061T8 REINFORCEMENT (868) AT ALL PANEL INTERLOCKS
RLI-To?6
REV DCIO -ON DATE APPROUEt
A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L
B REVISED INSTALLATION DETAILS 08/03/15 R.L.
C REVISED INSTALLATION DETAILS 08/21/17 JR.L
NOTES:
f. WKWU NI PANEL SIZE: 40 f!I x W
Z AlAXfMUMD.LO.:44&rx9O5G'
CHART N
Number of anchor locadons required
SYgb Hanel am Total U nk Yvan (n)
Frame
1
in)
S0.0
600
1 3L0
720
4L0
NA
1 4"
OBA
HAS Jamb HAS Jamb HAS Jamb HAS Jamb
8o 4 6 5 6 8 6 6 6
wo 4 6 5 6 6 6 6 8
020 4 6 5 8 6 6 6 8
00.0 4 8 5 8 8 8 6 8
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 420 SGD REINFORCED WITHOUT ADAPTER
96' X 96"
FIN ELEVATION
V.L 06-02249
scut NTS — 10/30/13 —3 OF 1D
L. ROBERTO LOWS RE
1432 WOODFORD RD LEWS W.LE. NC 21=
03440-OW Aw woklo umex"
SIGNED: 06/2112017
IR t
11/
04f
i
4/,Ot+
E
F2Ns s+ s
pTAT SOF ry
jS/ONA;1EaG
Luis R. Lomas P.E.
FL No.: 62514
1 /2- MIN.
EDGE DISTANCE
1 3/8- MIN.
WOOD FRAMING
OR 2X BUCK
EMBETMENT
BY OTHERS
1/4-
MAX.
SHIM
SPACE
10 WOOD
SCREW
110 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
EXTERIOR 11 11 11 11 INTERIOR
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCX INSTALLATION
NOTES:
1. WTERADR AND EXTERIOR FINISHES. BY OTHERS,
NOT SHOWN FOR CLARITY.
2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
SILL TO BE SET IN
A BED OF
APPROVED SEALANT
MIN.
ENT
NIN.
STANCE
1 3/8- MIN.
EMBEDMENT
T-
1/2' MIN.
EDGE DISTANCE
g10 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
nmsmm
DESUmnim GTE APPROVED
ADDED FLANGE AND FIN INSTALLATON 12/10/13 R.L
REVISED INSTALLATION DETAILS 00/03/15 ILL
REVISED INSTALLATION DETAILS 06/21/17 R.L.
1/4- MAX.
SHIM SPACE
JAMB INSTALLATION DETAIL
WOOD FRAMWG OR 2X BUCK INSTALLATION
SIGNED: OWW017
MI WINDOWS AND DOORS LLC 111 IIIfr/I
650 WEST MARKET STREET
GRATZ. PA 17030
SERIES 420 SGD REINFORCED WITHOUT ADAPTER L * • o
9TA X 9OFRAMEINSTALLATION DETAILS
b k lm cGv¢
pO,• TATEE OF
i't.S'PC0R10"' DRANW. owe No. Ra G`:
OS-902249 C
i,10ONAscutatENTS10/30/13 4 OF 10 11Ea10:'
L RLWERTO LONMS P.E.
4T? NCIOOF0W RD LMSVALF- NC 270M
43440.0609 011mm"Oftmow.e"
LUIs R. Lomas P.E.
FL No.: 62514
METAL
STRUCTURE
BY OTHERS
1/2" MIN.
j EDGE
DISTANCE
1 /4' MAX.
B r SHIM SPACE
10 SMS OR
SELF DRILLING
SCREW
EXTERIOR 11 11 11 11 INTERIOR
SILL TO BE SET IN
A BED OF
APPROVED SEALANT
10 SMS OR
SELF DRILLING
SCREW
METAL
STRUCTURE
BY OTHERS
1 /2' MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE KITH ASTLIIEn 12
7-
1/2- MIN.
EDGE DISTANCE
I
110 SMS OR
SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS
1/A' MAX*
SHIM SPACE
o«s
LxscArlla D 1t A1orm
ADDED FIANCE AND FIN INSTALLATION 12/10/13 ILL
REVISED INSTALLATION DETAILS 08/03/15 RA_
REVISED INSTALLATION DETAILS 06/21/17 R.L
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 420 SGD REINFORCED WITHOUT ADAPTER
96" X 96"
FRAME INSTALLATION DETAILS
MAW. DOC NO. A
V.L 08-02249
GU NTS -- 10/30/13 1-5 OF 10
L ROBERM LOMAS PA
I&V VA700F lRD AD LEWL%1LL8. NC 27023
4Jr4'0IM rmnal-lnbnavps.C90
SIGNED: OG21/2017
J
S R
qOEAIS. • p
A TAT3 E of
i/z•8 NA EaG``•
11111110
Luis R. Lomas P.E.
FL No.: 62514
1 1/2" MIN 1' MIN.
NErISIM
RLY xSCF&MM as AvPRolev
SEPARATION EDGE DISTANCE A ADDED FIANCE AND RN INSTALLATION 12/10/13 R.L.
B REVISED INSTALLATION DETAILS 08/03/15 R.L.
Q
C REVISED INSTALLATION DETAILS 08/21/17 R.L.
e • •
1 1/4' MIN. 1 1/4* MIN.
d. •'
d: •
EMBEDMENT EMBEDMENT
CONCRETE/
MASONRYBY 1/4' MAX. OTHERS F SHIM SPACE T- 1/4' MAX.
OPTIONAL
1- a r SHIM SPACE
1x BULK
MIN. INTERIORITOBEEDGE
PROPERLY
SECURED DISTANCE
SEE NOTE 3 p ••
SHEET 1 T
3/16- TAPCON
3"
v
MIN FillSEPARATION
EXTERIOR INTERIOR
SILL TO BE SET IN
A BED OF
APPROVED SEALANT 3/16- TAPCON
EXTERIOR
3/16" TAPCON CONCRETE/MASONRY
BY OTHERS JAMB INSTALLATION DETAIL
CONCRE'TEAAMSONRY INSTAL.ATION
OPTIONAL I BUCK
MASONRY/ 70 BE PROPERLY
CONCRETE SECURED
BY OTHERS SEE NOTE 3 SHEET 1
NOTES.
d• •
a, 1 1/4' MIN.
I. INTERIOR AND EXTERIOR FINISHES, BYOTHERA
a'• • • EMBEDMENT
NOT SHOWN FOR CLARfM
PERIMETER AND JOANTSEALAHT8YOTHERS TOBE a•' •
d
DESIGNED
IN ACCORDANCE YOM ASTM E2112 SIGNED:O6/7T/2017 MI
WINDOWS AND DOORS LLC v1 111nI// 2
7/8' MIN 1' MIN. 650 WEST MARKET STREET CE i SEPARATION
EDGE DISTANCE GRATZ, PA 17030 8F ,LP VERTICAL
CROSS SECTION SERIES
420 SGD REINFORCED WITHOUT ADAPTER 0 S CONCRETEANASONRYW
FRAME INSTALLATION 96"
X 96" DETAILS
off/w oTATOfOF•'
c(pp10P• DuneOs¢ ND. RLV ij•
S,pNA1`(LI G` 08022249CV.L.RZZ'
aTe NTS10/30/1S 6 OF 10 L
ROBFRTO LOMAS AE tanhOODFaWROLEWLSWUZNC2707J
CU-
S low 9vrnLBYwnatpacm Luis
R. Lomas P.E. FL
No.: 62514
1/2' MIN.
EDGE DISTANCE
WOOD FRAMING 1 3/8MIN. OR
2X BUCK EMBEDMENT BY
OTHERS 1/
4' MAX. SHIM
SPACE ID
WOOD SCREW
I
WOOD
FRAMING OR
2X BUCM BY
OTHERS p10
WOOD SCREWS
EXTERIOR
lLU LLD INTERIOR TO
BE SET IN OF
WED
SEALANT MIN.
WENT
CURL
VIWFU IL.L VERTICAL
CROSS SECTION WOOD
FRAMING OR 2X SUCK INSTALLA770 VNOTES:
1.
04MRIOR AND EVERVIR FINISHES. BYOTHERS, NOT
SHOWN FOR CURRY. 2.
PERIAIETEA AND JOINT SEALANT BY OTHERS TO BE DESIGNED
IN ACCORDANCE WITH ASTM En 12 1
3/8' MIN. EMBEDMENT
1
1/
2' MIN. EDGE
DISTANCE 010
WOOD SCREWS
WOOD
FRAMING OR
2X BUCK BY
OTHERS 0EsCIPIrIluN
1111E NwMM ADDED
FIANCE AND nN NSTALLATXW 12/10/13 R.L. REVISED
INSTALLATION DETAILS 08/03/15 R.L. REVISED
INSTALLATION DETAILS 06/21/17 R.L. 1/
4' MAX. SHIM
SPACE JAMS
INSTALLATION DETAIL WOOD
FRAMING OR 2X SACK INSTALLATICIN SIGNED:
0621/2017 MI
WINDOWS AND DOORS LLC IILIo,, 650
WEST MARKET STREET GRATZ,
PA 17030 Ns1a
J • ' .
E I . 8: v, G ,1P SERIES
420 SGD REINFORCED WITHOUT ADAPTER t 96'
X FLANGE
INSTALLATTIOION DETAILS co
TATMO;jQ: i'
o4PS;c[pR10P G i`c oROX. Doc No. nn 08—
022249 C S1ONA j1Ea Luis
R. Lomas P.E. FL
No.: 62514 soar
wrz NTS10/30/13 7 OF 10 L
ROBERTO LONAS P.E. 1a21102/
o2T ODF0RDRDLEIAGV4 &Nq616060i
nbNee tlollmspsaao cl
1/2' MIN.
EDGE
DISTANCE
METAL
STRUCTURE
BY OTHERS
10 SMS OR
SELF DRILLING
SCREW
METAL
STRUCTURE
BY OTHERS
EXTERIOR
1 /2' MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES
1. INTERIOR AND EXTERIOR FINISHES BY OTHERS.
NOT SHOWN FOR CLARITY.
2 PERIMETEA AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH AS7M E2112 1/
4" MAX. SHIM
SPACE 010
SMS OR SELF
DRILLING SCREW
INTERIOR
L
TO BE SET IN BED
OF PROVED
SEALANT 1/
2' MIN.
EDGE
DISTANL
Im
10
SMS OR SELF
DRILLING SCREWS
METAL
STRUCTURE
BY
OTHERS t /
A' \IAV MOMS
DESCRpIpN
Dt1E APPROM ADDED
FLANGE AND nN INSTALLATION 12/10/13 R.L. REVISED
INSTALLATION DETAILS 08/03/15 ILL REVISED
INSTALLATION DETAILS 06/21/17 R.L. JAMB
INSTALLATION DETAIL METAL
STRUCTURE INSTAL LATKri SIGNED:
06121/2017 MI
WINDOWS AND DOORS LLCft 650
WEST MARKET STREET\\5 1
11IIIr,,, LOdf////
GRATZ.
PA 17030 0
51 t =_ SERIES420SGDREINFORCEDWITHOUTADAPTER96"
X 96" t,,,lO",,` FLANGEINSTALLATIONDETAILSo
p •
TAT OF F•''
l0RI'D SS•ONAi`G\
ORArAe
DAc No. acv V.
L 08—022249 C Luis
R. Lomas P.E. FL
No.: 62514 D.
1E NTS10/30/13 8 OF 10 LA06ERTOL0E4ASP.
E. I492wWDFQROR0LE1L
VXLEACM= 4Y/.
68006i09 Ahmm®ufresrp.cm
1 1/2' MIN. 1' MIN.
RIVISMS
REV DESCR<PiDN part PPROY FD SEPARATION
EDGE DISTANCE A
ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B
REVISED DISTALIATON DETAILS 08/03/15 R.L a • •
C REVKEO INSTALLATON DETAILS 06/21/17 R.L. 1
1/4' MIN. EMBEDMENT
1
1/4' MIN. CONCRETE/
I EMBEDMENT MASONRY
MAX'
BY
OTHERS SHIM SPACE OPTIONAL
IX
BUCKTO BE 1" 1/
4' MAX. r
SHIM SPACE INTERIOR PROPERLY
MIN.
I SECUREDEDGESEENOTE3DISTANCESHEET
1 3/
16- TAPCON d
1
o'
3-
MIN'
D EXTERIORINTERIORSEPARATION
SILL
TO BE SET IN EXTERIOR
ABEDOF3/16- TAPCON APPROVED
SEALANT 3/
16' TAPCON CONCRETE/
MASONRY JAMS INSTALLATION DETAIL BY
OTHERS CCNCRETEAMASONIRYINSTALLATION MASONRY/
OPTIONAL 1X BUCK CONCRETE
TO BE PROPERLY BY
OTHERS SECURED SEE
NOTE 3 SHEET 1 NOTES: r •
T 1. INTERIOR AND EXTERIORFOWSHES,8YOTHERS Ir
1 1 /4' MIN. NOT SHOWN FOR CLARITY. EMBEDMENT
2. PERIMETER AND J0114T SEALANT BY OTHERS TO BE e :
DESIGNED IN ACCORDANCE MIN ASTM E2112 SIGNED:
06/21/2017 MI
WINDOWS AND DOORS LLC 1111I1II/I/// 2
7/8- MIN. 1- MIN. SEPARATION
EDGE DISTANCE 650
WEST MARKET STREET PA
J
5 RENDS//,z GRATZ.
17030 G B' p % VERTICAL
CROSS SECTION SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0,,6 25 * = CONCRETEMA4SCNRYINSTALIATIDN
96" X 96" q}(rf FLANGE
INSTALLA71DN DETAILS p ; STATE OF ; DRWW.
DRe NO. Rev i/
xii
D8—o0 2Y49 C i/ONA 11`V scut
aft NTS10/30/13 9 OF 10 I_
ROSERTDLOWSP.E Luis R. Lomas P.E. LMr
WOODFORD RD LMSVOA& NC 27027 430•604009 .
can FL NO62514
WOOD FRAMING — + 1/4' MAX
BY OTHERS I r SHIM SPACE
1 1/4'
MIN.
EMBEDMENT
APPROVED
SEALANT
BEHIND FIN
88 WOOD 7 16' MINSCREW
EDGE DISTANCE
APPROVED
SEALANT
BEHIND FIN
18 WOOD
SCREW
7/16" MIN
EDGE DISTANCE
EXTERIOR
INTERIOR
EXTERIOR
ft'vam
xcv 000111"M MM APPM40
A ADDED FLANGE AND FIN INSTALLA!" 12/10/13 R.L
B REVSED DISTALLATION DETAILS 08/03/15 R.L
C REVISED INSTALLATION DETAILS 06/21/17 R.L.
1 5/8' MIN.
EDGE DIST,
TRIM
a
1 1/4' MIN.
INTERIOR EMBEDMENT
MASONRY/CONCRETE
BY OTHERS
1X BUCK BY OTHERS,
HOOK STRIP I BUCK TO BE
PROPERLY SECURED
3/16'
JAMB INSTALLATION DETAIL EXTERIOR a
PANEL INTERLOCK
WOOD FRAMING OR 2K BUCK INSTALLATION HOOK STRIP INSTALLATION
MASONR»CONCRETE
1/2' MIN. METAL STRUCTURE 1/2' MIN.
1 1/4' MIN.
EDGE
DISTANCE
BY OTHERSJED E DISTANCE
EMBEDMENT TRIM
WOOD
FRAMING 4BYOTHERSINTERIORTRIM
INTERIOR
1/4" MAX. 1 3/8' MIN.
r SHIM SPACE EMBEDMENT
HOOK STRIP
SCREW DRILLJNG
HOOK STRIP
JID WOOD PANEL
SCREW EXTERIORINTERLOCK
EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION
INTERIOR METAL STRUCTURE
HOOK STRIP INSTALLATION SIGNED: 06/21/2017
2X SUCK4VOOD FRAMING
II II
IIILLLUUU
VERTICAL CROSSSECTION
WOOD FRAMING OR 2X SUCK WSTAUA77ON
FOR SILLINSTALLATTONSEE SHEETS 4.1 NOTES:
WTERIOR
NOTSNOWNFORCLANmFWISHES,BYO7I ERS, 2.
PERIMETER AND JOINT SEALANFBYOTHERS TOBE MI WINDOWS
W WEST
MARKETDOORS LLC
65OET STREET
GRATZ, PA 17030
ci ' ' v •0ENp
9p
IHo/'g *= G9
Qrz i •
TAT OFtyA/OIyALtE SERIES
420
SGO
REINFORCED WITHOUT ADAPTER*• 96" X 96"
NAILFIN & HOOK IMSTALLATION
DETAILS owsle V.L.
oeD
xw 08-
02249 av1.
C wt< NTS10/
30/13 194VIO OF 10 DESIGNED IN ACCORDANCE
WTIIIAST11E2112 Luis R. Lomas
P.E. FL No.: 62514
LF48EWOLOW$AE. f4w
MO00T':OM
R'D LEMSVLLE NC 27M 00y xwwobionvagam
Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX... ,
Business Professional . Regulation
rr
acts tome I lap in I user ftawra an I not TePics I submt Su dUMe I State a facts I P MWiom I FBC Starr I acts Site Map I L-s I Search I
Harda
r Produet Approval
wr
A USER:Pubk User
Prndurt Anemva) Menu earch > Aeetl tNnI kt > AppBoadw Dotal FL #
FL15279-RS Application
Type Revision Code
Version 2017 Application
Status Approved Comments
Archived
Product
Manufacturer Address/
Phone/Email Authorized
Signature Technical
Representative Address/
Phone/Email Quality
Assurance Representative Address/
Phone/Emall Category
Subcategory
Compliance
Method Certification
Agency Validated
By Referenced
Standard and Year (of Standard) Equivalence
of Product Standards Certified
By reapply
11/28/17 Clopay
Building Products Company 8S8S
Duke Blvd. Mason,
OH 4SO40 S13)
770-6062 mwesterfieldCAdopay.
com Scott
Hamilton shamilton@clopay.
com Exterior
Doors Sectional
Exterior Door Assemblies Certification
Mark or Usting Intertek
Testing Services NA, Inc. Gary
Pfuehler Validation
Checklist - Hardcopy Received Standard
year ANSI/
DASMA 108 2005 ANSI/
DASMA 11S 2005 ASTM
E1886 2002 ASTM
E1996 2002 ASTM
E330 2002 Florida
Ucensed Professional Engineer or Architect FL15279
RS Eouiv 2017,0809 - F8C - DASMA 108 eguiv.o f FL15279
R5 Fauly 20170809 - FBC - OASMA 11S eauly pdf I
of 7 4/15/2018, 5:17 PM
Florida Building Code Online https://www.floridabuildiiig.org/pr/pr_app dtl.aspx?paratn=wGEVX.4
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Go to Page
FL_ L=-
Method 1 Option A
08/10/2017
11/29/2017
12/OS/2017
Model, Number or Name I Description
1S279.1 001 W3-09 DSIE-1A171: 2050,
20S1, 2OS3, 4050, 4051, 4053, 62,
64, 65, 62G, 62LG, 64G, SDP38,
SFL38, SRP38, 134, 135, 136,
l6130, 6131, 6133
Limits of Use
Approved for use in HVH2: No
Approved for use outside HVHz: Yes
Impact Resistant: N/A
Design Pressure: +20 PSF/-20 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the Impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
15279.2 002 W3-09 DSIE-IA471: GOISP,
GRISP, GO1LP, GR1LP, AR1SP,
AR1LP, EDISP, EDiLP, 4132, 2132,
6132, SFC38, MFC38
00 Pagel/80 0
1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.;
Interior skin 29 ga. min.) Single -Car (up to 9'0" wide)
WINDCODE® W3 Garage Door
Certification Agency Certificate
ELSS279 R51CCA SLL4fWlt PL09L4LS911t[A _0".0f
o0PsP_e.. Qn_-P0(
t 279 yR5C_CACw3-Vstin[ntertck.pdf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FL1527_9_R5_lJ_".L655-Rev12. odf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Parry:
Evaluation Reports
Created by Independent Third Party:
Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated
EPS (exterior skin 27 ga. min.; Interior skin 27 ga. min.)
Single -Car (up to 9'0" wide) WINDCODE® W3 Garage Door
Limits of Use Certification Agency Certificate
Approved for use in HVH2: No I E43.52Z9RSCSA Le.to wi h oroof of contract-aa ro-f
Approved for use outside HVH2: Yes gf spec09_q,pQ
Impact Resistant: N/A ELZSZ,z9 RS C CAC W3 Ustinq Gnertek.ollf
Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date
Other: The OPTIONAL glazing available for this product OS/21/2028
meets the wind load requirements of the building code but Installation Instructions
DOES NOT meet the Impact resistant requirement for FLi5279 R5_II_123952:SeY_0Ladf
windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc.
comply with the impact resistant requirement for windborne Created by Independent Third Party:
debris regions (ref 1609.1.4 FBC). Evaluation Reports
Created by Independent Third Party:
15279.3 003 W3-09 DSIU-IA171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.;
9131, 9133, HDP13, HDPF13, Interior skin 27 ga. min.) Single -Car (up to 9'0" wide)
i HDPL13, 7130, 7131, 7133, 8130, WINDCODE® W3 Garage Door
8131. 8133
Limits of Use Certification Agency Certificate
Approved for use in HVH2: No FL15279 RS C CAC Letter with oroof ofconsr d_oroof
Approved for use outside HVH2: Yes 9f 105pgS5i4R.p ILf
Impact Resistant: N/A FL15279 RS C CAC W3 Listing Intertek p f
Design Pressure: +20 PSF/-20 PSF Quality Assurance Contract Expiration Date
Other: The OPTIONAL glazing available for this product 05/21/2028
meets the wind load requirements of the building code but Installation Instructions
DOES NOT meet the Impact resistant requirement for FLi5279 RS II 104175_Rev01•If
windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc.
comply with the impact resistant requirement for windborne Created by Independent Third Party:
debris regions (ref 1609.1.4 FBC). Evaluation Reports
Created by Independent Third Party:
15279.4 004 W3-16 DSIE-1A171: 2050,
V
1-3/8" Double -skin Insulated EPS (exte
2051, 20S3, 4050, 4051, 4053, 62, Interior skin 29 ga. min.) Double -Car
64, 65, 62G, 62LG, 64G, SDP38, WINDCODE® W3 Garage Door
SFL38, SRP38, 134, 135, 136,
6130, 6131, 6133
rior skin 27 ga. min.;
9'2" to 16'0' wide)
2 of ? 4/ 15/2018, 5:17 PM
Flprida Building Code Online https:/hvww. floridabu i Id ing.org/pr/pr_app_dtl.aspx?param=wG E VX...
j Limits of Use
Approved for use In HVHX: No
Approved for use outside HVH2: Yes
Impact Resistant: N/A
Design Pressure: +20 PSF/-21 PSF
Otherr The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the Impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the Impact resistant requirement for windborne
i debris regions (ref 1609.1.4 FBC).
1S279.5 005 W3-16 DSIE-1A471: GD1SP,
GR1SP, GD1LP, GR1LP, AR1SP,
AR1LP, ED1SP, ED1LP, 4132, 2132,
6132, SFC38, MFC38
Limits of Use -- - ----•-- - - .. . _.__._
Approved for use in HVH2: No
Approved for use outside HVH2: Yes
Impact Resistant: N/A
Design Pressure: +20 PSF/-21 PSF
Other. The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.4 F8C).
15279.E 006 W3-16 DSIU-IA171:9130,
9131, 9133, HDP13, HDPF13,
HDPL13, 7130, 7131, 7133, 8130,
8131,8133
Limits of Use ^-
Approved for use In HVHi: No
Approved for use outside HVH2:: Yes
Impact Resistant: N/A
Design Pressure, +20 PSF/-21 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the Impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
1 1S279.7 007 W3-16 PAN-2F153: 73, 1500,
7S, 190, 84A, 94, 42, 48, S5, 42B,
48B, 55S, 4RST, 6RST, 4RSF, 6RSF
Limits of Use .. _
Approved for use in HVH2: No
Approved for use outside HVH2: Yes
Impact Resistant: N/A
Design Pressure: +20 PSF/-21 PSF
Other. The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the Impact resistant requirement for
wlndbome debris regions. The product without glazing DOES
comply with the Impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
i
15279.8 - 008 W4-09 DSIE-1F171: 4300,
4301, 4310, 4400, 4401, NOG,
HDGL, HDGF, 66, 66G, 67, 67G, 68,
SP200, SF200, SE200, 6200, 6201,_
6203
Limits of Use
Approved for use in HVHZ, No
Approved for use outside HVH2: Yes
Impact Resistant: No
Design Pressure: +28 PSF/-29 PSF
Other: The OPTIONAL glazing available for this product
Certification Agency Certificate
FLIS279 RS C CAC Letter with proof of contract and gg
gtjnsoectIon,Rd
Fu5279 RS Chi tsq [ntertek.p(
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FLIS279 R5 11 101820-Revl3.pd_f
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated
EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.)
Double -Car (9'2' up to 16'0' wide) WINDCODE® W3 Garage
Door
Certification Agency Certificate ---
Q1UM 95 GC_Le_ttgC.wJ9 oroofgvgntmgar .pSp4
ofins e o .pd
FLIS279 RS C CAC W3 Listina_Intertek.gdf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FL1.5279 RS It 104028-RevOt.od
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Double -skin Insulated PUR (exterior skin 27 ga. min.;
Y
interior skin 27 ga. min.) Double -Car (9'2' to 16'0' wide)
WINDCODE® W3 Garage Door
Certification Agency Certificate
FL1527 9 RS C Letter with proofof contract and oroof
01112 1110.gdf
FLIS279 RS C CAC W3 Listing Intertek-ad
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FUS279 RS 11 104168-RevOl at
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Steel Pan (min. 25 ga.) Double -Car (9'2' to 16'0' wide)
WINDCODE® W3 Garage Door
Certification Agency Certificate
FL1S27j85 C CAC -Letter _with proaf_ofcontractand- (
gfJOSpS.G[1411,piif
EI.L92Z J35_CA w.3_l.±;it+g_Iotertelspdf
Quality Assurance Contract Expiration Date
OS/21/2028
Installation Instructions
FLIS279 RS 11 101308-Revl2,gdf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
2" Double -skin Insulated EPS (exterior skin 27 ga. min.;
Interior skin 27 ga. min.) Single -Car (up to 9'0" wide)
WINDCODE® W4 Garage Door
Certification Agency Certificate
MIS
FLIS279
wi Itpl24( S?f Contract-a[1d_0t4gf
gf lLig_eSt!gO,BSli
FL15279 RS C CAC W4 I.Istingrn=eli.Ildf
Quality Assurance Contract Expiration Date
05/21/2028
3 of 7 4/15/2018, 5:17 PM
Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX..!
I meets the wind load requirements of the building code but I Installation Instructions
DOES NOT meet the impact resistant requirement for EL15279 RS Ll 3016.S2_B=Revll.pdf
I windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc.
comply with the impact resistant requirement for windborne Created by Independent Third Party:
debris regions (ref 1609.1.4 FBC). Evaluation Reports
Created by Independent Third Party:
115279.9 1 009 W4-09 DSIE-1F471: GD2SP, Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS
j GR2SP, GD2LP, GR2LP, AR2SP, exterior skin 27 ga. min.; interior skin 27 ga. min.) Single-
i AR2LP, ED2SP, ED2LP, 4302, HDGC, Car (up to 9'0" wide) WINDCODE& W4 Garage Door
6202, SFC68, MFC68
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No EL15279 R5 C IrAC Lgtter with oroof of contract and proof
Approved for use outside HVHZ: Yes of Inspection,odf
Impact Resistant: No fL1S-27-9-BS C CAC-W5Llii-ting lntertek.pdf
Design Pressure: +28 PSF/-7.9 PSF Quality Assurance Contract Expiration Date
Other, The standard glazing available for this product 05/21/2028
meets the wind load requirements of the building code but Installation Instructions
DOES NOT meet the impact resistant requirement for LL> 527 RS_II g3969 B_Rev_02,pdf
windborne debris regions. Verified By: Intertek Testing Services NA, Inc.
C d I d d ThidP
15279.10
reate by n even ent r arty.
Evaluation Reports
Created by Independent Third Party:
010 W4-09 DSIU-IF171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.;
9201, 9203, HOP20, HDPF20, interior skin 27 ga. min.) Single -tar (up to 9'0" wide)
HOPL20, 7200, 7201, 7203, 8200, WINDCODE® W4 Garage Door
8201, 8203
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No fL152Z9 A$ CCAC Letter with proof of contract and proof
Approved for use outside HVHZ: Yes of in$pection.pdf
Impact Resistant: N/A FU5279 RS G CAC W4 ListIng lntertek.pdf
Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date
Other: The OPTIONAL glazing available for this product 05/21/2028
meets the wind load requirements of the building code but Installation Instructions
DOES NOT meet the impact resistant requirement for C l5279 RS 1I_J04).833Rev0l.p_ f
windbome debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc.
comply with the impact resistant requirement for windborne Created by Independent Third Party:
debris regions (ref 1609.1.4 F8C). Evaluation Reports
Created by Independent Third Party:
15279.11 011 W4-09 DSIUO-LK479: Canyon
Rldge/Brookstone
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +28 PSF/-29 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the Impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the Impact resistant requirement for windborne
debris reglons (ref 1609.1.4 FBC).
15279.12 012 W4-09 PAN-2F151: 73, 1500.
7S, 190, 84A, 94, 76, 42, 48, 5S,
428, 488, 55S, 4RST, 6RST, 4RSF,
6RSF, 211ST, GOSS, GDSSV, GRSS,
G115SV, ARSS, ARSSV, EDSS, EDSSV
Limits of use .. _._
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +25 PSF/-32 PSF
Other: The standard glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the Impact resistant requirement for
wlndbome debris regions.
Double Skin Insulated PUR (exterior skin 27 ga. min.; -)
Interior skin 27ga. min.) with Overlay Single -Car (up to 9'0"
wide) WINDCODE® W4 Garage Door
Certification Agency Certificate
ijS2-79 RSCCAC Letter wlth.pfo9Lof Contca.rt-and-Proof
of Ipsvecdoll'Of
F-L1527_9_95C CAC W9_Ustiog_lntettek,pdf Quality
Assurance Contract Expiration Date 05121/
2028 Installation Instructions FL15.279
k5L1_j044
5 :9ay_01. pd f Verified By: Intertek Testing Services
NA, Inc. Created by Independent Third Party:
Evaluation Reports Created by Independent
Third Party: ---
Steel Pan (min. 25 ga.)
Single -Car (up to 9'0" wide) WINDCOOE® W4 Garage Door Certification
Agency Certificate - FLIS279 R5
C CAC Letter
with proof of contract and proof of inspection.pdf i FLL5279
RS C CAC
W4 Usting IntgLtck.pd1 Quality Assurance Contract Expiration Date
05/21/2028 Installation Instructions
FL15279 RS_II_
300159-8_
Revl6.pdf Verified By: Intertek Testing Services
NA, Inc. Created by Independent Third Party:
Evaluation Reports Created by Independent
Third Party:
4 of 7 4/15/
2018, 5:17 PM
Florida Building Code Online https://www.iloridabui!ding.org/pr/pr app_dtl.aspx?parani=wGEVX...
115279.13
W -
013 W4-09 PAN-2F441: G4S, GS4,
G4L, GL4, GD4S, GD4L, GR4S,
GR4L, G4SV, GS4V, GAILY, GL4V,
GD4SV, GD4LV, GR4SV, GR4LV, E4S,
I E4L, EO4S, EO4L, E45V, E4LV,
ED4SV, ED4LV, SS4, SL4, AR4S,
AR4L, SS4V, SL4V, AR45V, AR4LV
j Limits of Use
Approved for use In HVH2: No
Approved for use outside HVH2: Yes
Impact Resistant: No
Design Pressure: +25 PSF/-32 PSF
Other: The standard glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions.
15279.14 - 014 W4-09 SPO-21`449: Grand -
Harbor, Stone Manor
Limits of Use----
Approved for use in HVH2: No
Approved for use outside HVH2: Yes
Impact Resistant: N/A
Design Pressure: +25 PSF/-32 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the Impact resistant requirement for
4 windborne debris regions. The product without glazing DOES
icomply with the impact resistant requirement for windborne
I debris regions (ref 1609.1.4 FBC).
15279.15 - 015 W4-16 DSIE-1F171:4300,
4301, 4310, 4400, 4401, HOG,
HDGL, HDGF, 66, 66G, 67, 67G, 68,
SP200, SF200, SE200, 6200, 6201,
6203
Limits of Use
Approved for use in HVH2: No
Approved for use outside HVH2: Yes
Impact Resistant: No
Design Pressure: +25.5 PSF/-25.5 PSF
Other: The standard glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the Impact resistant requirement for
windbome debris regions.
Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single -
Car (up to 9'0" wide) WINDCODE® W4 Garage Door
Certification Agency Certificate-
FLIS279 RS C CAC Letter with. pryQ_f_Q.f rQntract and proof
of inspe-Won,Of.
FL15279 ft5_CCA_CWA_Qst!ng Intertek.odf
Quality Assurance Contract Expiration Date
O5/21/2028
Installation Instructions
F.L1527-9_RS_I1-IQ3.4.8 fr.9:ReM.adf Verified
By: Intertek Testing Services NA, Inc. Created
by Independent Third Party: Evaluation
Reports Created
by Independent Third Party: Steel
Pan (min. 24 ga.) with Overlay Single -Car (up to 9'
0'wide) WINDCODE® W4 Garage Door Certification
Agency Certificate- FL15279
RS_C_CACLettgr with pro of contiXan prof of Inspectlon.
gdf FL15279 R
CCAC W_ Llsting Intertek.pdf Quality Assurance
Contract Expiration Date 05/21/
2028 Installation Instructions
FLIS279 RS
II 103549-Rev0(,g0f Verified By:
Intertek Testing Services NA, Inc. Created by
Independent Third Party: Evaluation Reports
Createdbyb-y
Independent Third Party: 2" Double -skin
ble-skin InsulatedEPS (exterior skin 27 ga. min.; - Interior skin 27
ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE® W4 Garage
Door I Certification Agency
Certificate fo S2L7 R5_
C CAC Letter with proof of contract and proof of Inspection.pd-(
FL15279 RS C
CAC W4 Listino Intertek.odf Quality Assurance Contract
Expiration Date OS/21/2028
Installation Instructions FLIS279
RS 11
101481-B-Rev1.3.gd( Verified By: Intertek
Testing Services NA, Inc. Created by Independent
Third Party: Evaluation Reports Created
by Independent
Third Party: 15279.16 ~~ 016
W4-16 OSIE-1F471: GD2SP, Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS GR2SP, GD2LP, GR2LP,
AR2SP, (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double- AR2LP, ED2SP, ED2LP,
4302, HDGC, Car (9'2' up to 16'0" wide) WINDCODES W4 Garage Door 6202, SFC68, MFC68
Limits of Use
Approved for use
In HVHZ: No Approved for use
outside HVH2: Yes Impact Resistant: No
Design Pressure: +25.
5 PSF/-25.5 PSF Other: The standard
glazing available for this product meets the wind
load requirements of the building code but DOES NOT meet
the Impact resistant requirement for windbome debris regions.
Certification Agency Certificate -- ~
1_5279RS C__
CAC Letter with proof of contra and prgQf fin pection.pdf
FLIS279 RS C
CAC W4 Usting Intertek.od Quality Assurance Contract
Expiration Date OS/21/2028
Installation Instructions fl
15, 279
RS 11 104029:Q Reyffl.pof Verified By: Intertek
Testing Services NA, Inc. Created by Independent
Third Party: Evaluation Reports Created
by Independent
Third Party: 15279.17 1017
W4-16 DSIEO-IF479: Double Skin Insulated EPS (exterior skin 27 ga. min.; Interior 1 Coachman/Settlers/
Affinity skin 27ga min.) with Overlay Double -Car (up to 16'0" wide) WINDCODE® W4 Garage
Door 5 of 7
4/15/2018, 5:17 PM
Florida Building Code Online https://www. f oridabu ilding.org/pr/pr_app_dtl.aspx?parain=wG EV X.:
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +25 PSF/-25 PSF
t Othert The OPTIONAL gla21ng available for this product
meets the wind load requirements of the building code but
DOES NOT meet the Impact resistant requirement for
t windborne debris regions. The product without glazing DOES
i comply with the Impact resistant requirement for windborne
I debris regions (ref 1609.1.4 FBC).
15279.18 018 W4-16 DSIU-11`171: 9200,
9201, 9203, HDP20, HOPF20,
HDPL20, 7200, 7201, 7203, 8200,
8201, 8203
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +25.5 PSF/-25.5 PSF
Other. The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windbome debris regions. The product without glazing DOES
comply with the Impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
L35279 RS C CAC Letter with proof of contract and proof
of Insoectlon.pdf
FL15279 RS & :8C W4 Listlna tntertek.pdf
Quality Assurance Contract Expiration Date
OS/21/2028
f Installation Instructions
Ft, _— R5 11 103046-Rev07.QOf
Verifed By: Intertek Testing Services NA, Inc.
i Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party: _
Double -skin Insulated PUR (exterior skin 27 ga. min.;
interior skin 27 ga. min.) Double -Car (97' to 16'0" wide)
WINDCODE® W4 Garage Door
Certification Agency Certificate
F S RSS CAC_Lette_r_wlth proof_of Contract_ 0_proof
of Inspection.pdf
FL15279 RS CCAC w4 Listing lntertek,pdf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FLIS279 RS It 104169-Revy1.pdf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.19 019 W4-16 DSIUO-1K479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.;
Ridge/Brookstone interior skin 27ga. min.) with Overlay Double -Car (9'2" to
16'0' wide) WINDCODE® W4 Garage Door
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +25.5 PSF/-25.5 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the Impact resistant requirement for
wirdbome debris regions. The product without glazing DOES
comply with the impact resistant requirement for windbome
debris regions (ref 1609.1.4 FBC).
15279.20 020 W4-16 PAN-21F153: 73, I500,
75, 190, 84A, 94, 42, 48, 5S, 411ST,
6RST, 4RSF, 6RSF, GOSS, GDSSV,
GRSS, GRSSV, ARSS, ARSSV, EOSS,
EDSSV
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +24 PSF/-24.5 PSF
Other: The standard glazing available for this product
J meets the wind load requirements of the building code but
DOES NOT meet the Impact resistant requirement for
windbome debris regions.
Go to Page — +
Certification Agency Certificate
FL15279 RS C CAC Letter with proof of contract and proof
o Inspection.pdf
FLIS279 R5 C CAC W4 Listing Intertek.odf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FL15279 R5 II 104457-Rev02.pdf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Steel Pan (min. 25 ga.) Double -Car (9'2' to 16'0" wide)
WINDCODE® W4 Garage Door
Certification Agency Certificate
FLl_5279R5 CAr— ttterwlttLPLQ-Q( oLtontact_asld-otoof
of InsP.ection.pol
FL5279 RS CC9C W4 LI5Nn9_Inter_tek_,pd.f
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
ELlS229R5J1L017.11_ UeYJ5.Of
Verified By: Intertek Testing Services NA,
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
0 Page 1 / 8 dy®
Q Nert
Inc.
r•^MCA Us :: 2601 BtatStone Road. Tara UMI FLj, M Phone: 1150-497-1824
The State*( PbMil is an ..:: P.(LaSYStatemem :: gr,mslWkv Statement:: Refund Statement
Under Florida law, email addresses are pubic records. It you do not want your a -mad address released o response to a pull[ -records request, do not send et-ctrent
6 of 7 4/ 15/2018. 5:17 PM
Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX...
mad to this emI y. Instead, comas the oftce by phone or by traditional mat 0 you have any questions, please tlontact 9S0.4e7.132S. *Pursuant to Section
4S5.275(1), Florida Statutes, effective October 1, 2012, licensees trensed under Chapter 4SS, P.S. must provide the Department with an emal address Y they have
one. The emaitl provided may be used toroff vial communication with the licensee. However email addresses are putMt record. if you do not wish to supply a
personal address, please provide the Oepartment with an emad address which can be made available to the pubic. To determine if you are a licensee under Chapter
455, FS.. please click MM.
Product Approval Aaoapta:
go
Credit Card
Sate
7 of 7 4/15/201 R, 5:17 PM
m
OPIIDNK GLAZING MAY BE STANDARD OR IMPACT
RESISTANT GLAZING. SEE SECTION B-B FOR
OEM& MAX STANDARD SRE 6 42-1/2'.16% IMPACT
RESISTANT GLAZING 6
JIP '1'L_ _JOIN •ur=--nt---_LM------.—.- _ SNIP LAP JOINTS.
ala 1/ ODMIV POLYSTVIEE FOAM w9AA11ON
1-5/16' rA= wm Yam NAI
BACIE,R QNSIMRD MODELS W"
e 25 G MIN. CALK STEEL SNw
WM A BY® -ON PInermJ..fd.l TOP COAT APPLIED TO OWN
AND A BAKED -ON POI
XOL Y dmD: SOB OF STEEL SIGN.
SEE SHEET TWO FOR
IMPACT RESISTANT CONSTRUCTION DETAIL 'A'
AND STANDARD CONSTRUCT DETAIL 'B';
TRACK AND JAMB DETAILS.
ee eaW oe 4 et LfOI W 4 neW.W eO !® Y®m I moL a .W N46w
m oeAR .W.aeN"NDMOn
mom o. eW r 4. We.. WAsef a mr. O
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OIN/:Le w A WOI>m
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a e.Le a I s I a r
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313) n0-48DD - -
r''^^"' •-A G
3' TALL U-BAR
20 GA EELGALV. STEEL
Mw. YDLD STRERGOI: w N51
fi L T
12 " CALV. STEEL TOP
ROLLER MACIRT. EACH
BRACKET TTACKED W(4) lat4/8'LSKEET METAL
14 8A CALV. ROLLER HOWL
EACH HINGE FASTENED 10 END
SIDLES WIM (4) 014d/0'
9EET METAL SCREWS AHD (4)
1/4'.3/4' SELF TAPPING
SCREWS SEE ML1V 'S.
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Y TALL . 20 G CALV. STEEL U-SAAS w
A 2-1-2-1 PATTERN F. TWO U-noONBOTTOMSECTION.A. ON NEXT
a
SWn N. ETC.). EACH U-BAR ATTACKED
WITH (2) 1/4.3/4' SELF TAPPING SCREWS
Put SOLE LOG710K
13 CA CAW. STEEL BOTTOM BRAI
ATTA09D WON (2) /14.5/6' 94M METAL SCREWS
ALLANNUM EXIRUSI N
NNYL WEArr9F5TRlP.
DESIGN LOADS: +24.0 PSF R -243 PSF
TEST LOADS: +36.0 PSF t -37.0 PSF
vamAQ YTHM III ma filar
W 4 16'ov . I S'oll
OwnD• CLASSIC AND CH RP STEEL PAN
DOUBLE -CAR. 16w r24/-24.5 PSF
Tr e.rom
101711 IBC
D r.lq OWa am ww Alb or . Or I.ere
GpGONO.. K d2w P OPmOt 1-I ddGG
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I
Florida Building Code Online https://www. floridabuild ing.org/pr/pr_app_dti.aspx?paraiii=wGE VX..t
RegulationBusiness & Professional
ra l
acts Home t lag In I user Registration I Hot Topics I Submt Surcha%e I Stats a facts I Pubtotbns I PaC Stag I aCIS Ste Map ( Latks I Search
rich
tl r Product Approval
USER: Pubac User
PM "Xoval Menu > B9!llKt.p t>catgn.5sash > 1_tpp_r0t4A_Yjt > Application Oatag
FL # FL17499-R3
Application Type Revision
Code Version 2017
Application Status Approved
Approved by 08PR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission If necessary.
Comments
Archived
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz, PA 17030
717) 365-3300 Ext 2560
bsitlingeremiwd.com
Authorized Signature Brent Sitlinger
bsidinger@miwd.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) Standard Year
AAMA 506 2011
AAMA/WOMA/CSA 101/I.S.2/A440 2008
AAMA/WDMA/CSA 101/I.S.2/A440 2011
Equivalence of Product Standards
Certified By
Product Approval Method Method I Option A
I of 4 4/13/2018, 7:05 AM
Florida Building Code Online https://www. tloridabuild ing.org/pr/pr_app_dtl.aspx?param=wG EV.X...
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
FL it Model, Number or Name
17499.1 185 SH _
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ-. Yes
Impact Resistant: Yes
Design Pressure: +55/-SS
Other: R-PGSS•, Missile Level D, Wind
bedded in Pecora 896 sealant.
17499.2 1 185 SH
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure. +60/-60
Other: R-PG60
117499.3 — 185 SH
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant. No
Design Pressure: +60/-60
Other: R-PG60"
17499.4 - 185 SH
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ, Yes
Impact Resistant: No
Design Pressure: +60/-67
Other: R-PG60•
01/15/2018
01/15/2018
01/21/2018
Zone 3. Glass to be
Description -- --- --
36x84 Fln/Flange Frame IG/SG Impact Single Hung
Certification Agency Certificate
FL17499 R3 C CAC MI Windows - 185 Stj-(Fin) Impact
41.RQf
EL1.7499 R3 C CAC MI Windov_yS - 185 SH (Fln)j_rnQdct W
R Rg,t24.(
Windows_ t.85 SM (Flange) ImQpO
L31as1f
F499--ff1-CGA_S-L1-8findows 185 SH (flanggl Imocs
4)-.Pdf
Quality Assurance Contract Expiration Date
10/17/2018
Installation Instructions
jM2_Rj_JL_0-Q2545B.o t
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 5.13321E-3.pdf
Created by Independent Third Party: Yes
52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Certification Agency Certificate
FL_17429 R3 C CAC APCC133611Cf119-47-go I" Skl(
fSG w v r),gdf i
EL17499 R3 C CAC MI Windows - }Q,S5H (fin). (1Z),g9f 11
499 R3 C CAC MI Window - 185 SH (Fin) (12),gdf 17_
a99_R G_G9c MI windows - t85 slL (fn.9e) Quality
Assurance Contract Expiration Date i
10/08/2018 Installation
Instructions FL12499
R3 It 08-02542%N Verified
By: Luis R Lomas PE-62514 Created
by Independent Third Party: Yes Evaluation
Reports FL17499
R3 AE 51 233 78-4•pdf Created
by Independent Third Party: Yes 36x84
Fin/Flange Frame IG/SG Single Hung Laminated Glass Certification
Agency Certificate f
1 4-99 RJ C CAC;APG( 3A63)E1729,01'.109-42AW-185 5WIEW—
wa-imerLod FL17499
R3 C CAC MI Windows - 185 SH (FtO)_(33•),pdj FL17499
R3 C CAC MI Windows - 185 SH (FIW_ 14 ( EL17499
R3 C CAC Mf WlnlgWS - 185 SH (flange) WIWI!
Quality
Assurance Contract Expiration Date 10/
17/2018 Installation
Instructions FL17499
R3 If Q8-9MQQ,gdf Verifed
By: Luis R Lomas PE-62514 Created
by Independent Third Party: Yes Evaluation
Reports fLLL7499
R3 AE 513328B-5,pgf Created
by Independent Third Party: Yes 36x71
Fin, Artless, Flange Frame IG Single Hung— Certification
Agency Certificate FL17499
R3 CAC APC HQ4S+2.01-109-47-RO 185 SH M25?.;:
1.Of Quality
Assurance Contract Expiration Date 04/
25/2022 Installation
Instructions 2
of 4 4/13/2018, 7:05 AM
Florida Building Code Online https://www.floridabuilditig.org/pl/pr app_oti.aspx?param=wGEVX.
17499.5 185 SH
Limits of Use
Approved for use in HVH2: No
Approved for use outside HVH2: Yes
Impact Resistant: Yes
Design Pressure: +55/-55
Other: R-PG55, Missile Level D, Wind tone 3. Glass to be
bedded in Pecora 896 sealant.
17499.E 185 SH
Limits of Use
Approved for use in HVH2: No
Approved for use outside HVH2: Yes
Impact Resistant: No
Design Pressure: +60/-60
Other: R-PG60
fL] 7499 R3 11 OB-0316.3-,Rdj
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
IfL17499JiE44$.pdf
Created by Independent Third Party: Yes
5202 Fin/flange frame IG/SG Impact Single Hung
Certificatlon Agency Certificate —
FL1749 3 C CAC MI Window_ s - 18S_Sb F n ImpN-t
21,g11f
EL17499 R3 C CAC Ml Window - IBrSSH (Fln) Impag
3)_pdj
fLl 4 R3 CSAC Mt WIn ws - 185 $K Flan e)_Imo t
L2)_Pdf
ELb.Z499 R_ _CAG Mt windows - 1g5 SH (flange Imoact
5).odj
Quality Assurance Contract Expiration Date
10/10/2018
Installation Instructions
FLIZ499 3 1 2544B:.L.pdj
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
fL1749.9 R3 AE S13320B-l.pdf
Created by Independent Third Party: Yes
52x84 Fin/Flange frame IG/SG Single Hung
Certification Agency Certificate
Fl,l 9 R3C_Cq APC(1336.2j,7_2.5. Qi:.10-9;4_7=R0 1.@5
5(FI waly $_$, '1-8A 52 1.,_8X84 R6Q(Q0918],pdf
fL17499 R3CtA_G-11 Windows - 05 SH (f a)_(101•pdr
I EL17-0-9 R3CCACM1_I_N_Irgdgly5_1 5 SH fFin}_t9),pd
i E 1.7_4g9_CU J Wlndows;185_S}i(Elar L(2),p f
Quality Assurance Contract Expiration Date
10/09/2018
Installation Instructions
EL17499 R3 It 08_O.z5.44 x,.pd
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FFL74.19_R_ A S I-4 'A 2.9_22p-4i
Created by Independent Third Party: Yes
17499.7 18S Triple SH 111x72 Fin frame IG/SG Single Hung 11002 Flange frame
IG/SG Single Hung
Limits of Use
Approved for use in HVH2: No
Approved for use outside HVH2: Yes
Certification Agency Certificate
EI.1749 Q3_GgC_t( Win aws_185 SH Triple tEin)
3),pdf
Impact Resistant: No
Design Pressure: +50/-50
Other. R-PG56*
f_L1749-%_R3S_CAC MI Wind0_W - 5_Sj1-n•Ip1e1Fln)
gLiadj
EL174.99 R3 C-CA - LV-VW w - 8$ SH Trlp(e_(Flanoe)
fu7a.29 S_CA_G_Mt Windo.@5_5.tf ipl lEtang.
fALPAJ.
Quality Assurance Contract Expiration Date
10/20/2018
Installation Instructions
EL17A99-_R3_11_08`0 548.ti • Qaj
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
EU7-4.9993-AE 5,LU32.4_e_G_Qdi
Created by Independent Third Party: Yes
17499.8 185 Twin SH 1106x72 fin frame IG/SG Single Hung 10502 Flange Frame
IG/SG Single Hun
I Limits of Use I Certification Agency Certificate
Approved for use in HVH2: No
Approved for use outside HVH2: Yes
FL17499 R C MI Windows - 185 SM IWIn fin
h,ff
Impact Resistant: No
Design Pressure: +45/-45
Other: R-PG45
FL17499—R.3_CCAC Ml Windows_185 5H D_w Fin
I p ,Qf
f-L17499 R3 C C—/ C_ I W' w,5 - 185 Sl1 Twin (Flanag)
3),Pkr
3 of4 4/1312018, 7:05 AM
Florida Building Code Online 1)tips://www.floridabuilding.org/pr/pr app dti.aspx?paraiii=wGEVX...
1:tI7499 R3 C G4C MI W1ndowS_85 SH Twirl (F.lango
1hodr
Quality Assurance Contract Expiration Date
10/20/2018
Installation Instructions
FLI7492 R3 ILa6 025478-7.pAf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
EL17499 113 AE 5133238-7.pd
Created by Independent Third Party: Yes
llaete ngae
ConteCt us :: 2601 Blair Stone Road. 7alahassee FL 32192 phone: aS0.40.7-192A
The State of FbdOa is an AA/E87 empbyer. Copyright 2007-2011 State of -bf" :: per Statement :: Accessibility Statement :: ReAM Statement
Under Florida law, email addresses are public records. R you do not want your a-mal address released In response to a publik-records request, do not send electronic
mad to this entity. instead, Contact the Office by phone or by traditional mad. W you have any questions. please contact 850.487.139S. -pursuant to Section
455.27S(1), Florida Statutes, effective October L. 2012. kerdeet licensed under Chapter 4SS, F.S. must provide the Department with an emal address If they have
one. The emaas provided may be used for ofAcbl communication win the licensee. However email addresses are public record. ff you do not wish to supply a
personal address, please provide the Department with an email address which an be made available to the Pubesc, lb determine if you are a licensee under Chapter
4S5, F.S. please code paL.
Product Approval Accepts:
RE K- N
Credit Card
Sate
4 of 4
4/ 13/2018, 7:05 AM
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE IS CP71ONAL
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE
ANCHORED THROUGH THE FRAME IN ACCORDANCE VATH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY. CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2 OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY. CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
B. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REOUIRED Al
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4",
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPUCABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULADONS.
11. FRAME MATERIAL: EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTU. E1300-04/09. SEE SHEET 11 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS REOUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE f8 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1j4' MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
RrASMS
Iftv 1 0[SfAPiD • I DATE I APPR W 1
A REVISED AMCMOR SPACING R CMARIS 07/11/18 IR.L
B REVISED GLASS 1 10/02/17 1 R.L.
15. FOR .ANCHORING THROUGH FRAME INIO WOOD FRAMING OR 2X BUCK USE #10 WOOD
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
16.FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
INSTALLATION DETAILS.
17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE 010 SMS OR SELF
DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
8. ALL FASTENERS TO BE CORROSION RESISTANT.
19. INSTALLATION ANCHORS SMALL BE INSTALLED IN .ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm-2.000PSI MINIMUM.
0. METAL STRUCTURE: STEEL 18GA (.048') FY=33KS1/FU-52KSI OR
ALUMINUM 6063-TS FU-30KSI .048" THICK MINIMUM
TABLE OF CONTENTS
SHEET NO.1 DESCRIPTION
1 I NOTES
2 - 3 ELEVATIONS
4 - 10 INSTALLATION DETAILS
11 COMPONENTS
SIGNED: 1211412017
MI WINDOWSD LLC
650 WEST MARKET STREET
q,P% GRATZ. PA 1700-0370 GEN
r(oSrc6v= SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52" % 72" NON-IMPACT
NOTES o i E ; _ TAT OFi0
S ORIO a io.c RBN.G. 08-02544 N
ONA G ``
Luis R. Lomas P.E.
FL No.: 62514
uut 0.1E SNE INTS12/29/14 1 OF 11
L RDWRM LOADS P.E
IM WCMFORD RD LEVASVLL& NC 2nW
430404 g a
I
FF
HE
2' MAX
52' MAX FRAME WIDi'l
1 G' MAX O.C. —I
L6'
1
I
1
MAX
O.C.
O /
SAX
1
AME
IGHT
4
X
52' MAX FRAME WIDTH —
2" MAX 2" MAX 16" MAX O.C. 2' MAX
2'
1
f
MAX O
72" 11
MAX
FRAME
HEIGHT /
rj 4
X
1I
185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW DESIGNER EXTERIOR VIEW
FLANGE 6 FINLESS INSTALLATION FLANGE 6 FINLESS INSTALLATION
SEE CHART 01 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART I F FOR SMALLER UMTS REQUIRED ANCHORS
DESIGN PRESSURE RATING I IMPACT RA77NG
t6O.OPSF NONE
NOTES:
1. MAXIMUM SASH SIZE: 51" X 36".
2. MAXIMUM SASH D.LO.: 47 5/8" X 32 1/27.
3. MAXIMUM FIXED D.L.O.: 49 3/8' X 32 1/2'.
HARDWARE SCIEDULE
X AT B" FRDM EACH END
e BALANCE AT JAMBS
ansohs
REV DESCRN"a-4 G1E I APPROVED
A REVISED ANCHOR SPACING & CHAR15 07/11/16 R.L.
B REVISED GLASS 10/02/17 R.L.
CHART O
Number of anchor locations required
Frame Frame Wldtit ifn
Height 18.00 21.00 1 DO J6.00 t .00 1 408.00 52.00
on) Hoed I Jamb Head I .lamb Head I Jamb Henri I Jamb Heed Jamb I Head Jwnb Haar! Jamb
24.00 2 1 3 3 3 3 3 3 3 4 3 q 3 4 3
3&00 2 3 3 3 3 3 3 3 4 3 4 3 4 3
3&00 2 3 3 3 3 3 3 3 4 3 4 3 4 3
42.00 2 4 3 4 3 4 3 4 4 4 4 4 4 q
418.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4
SLOP 2 5 3 5 3 5 3 5 4 5 q 5 4 S
80.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5
B6.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5
7200 2 6 1 3 6 3 1 6 3 6 4 B 4 6 4 6
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ. PA 1703D-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52' X 72" NON —IMPACT
FLANGE & FINLESS ELEVATIONS
Dw,x oNc ro.
N.G. 08-02549
srar NTS °' 12/29/14 114M 2 OF 11
L ROBER/O LO UAS P.E.
14at W0OOF0)RDRDLEA7SVU& NC270M
4N.aW-009 t2xr+s0tftwnaw .Dae
SIGNED. 12114,2017
R .IL
a•,
GrE N'sF` Lp r
gip; •STAY 6E
os0* , , aG\ H11111111
Luis R. Lomos P.E.
FL No.: 62514
2
1
MAX
52' MAX FRAME WIDTH
2' MAX 2" MAX --}- 10" MAX O.C. --I F— 2' MAX
2--.
I
r
10" 1
MAX O.C. I
T_ I
0
72"
MAX
FRAME
HEIGHT
4
RED
oEstmPlnN C TE APvxa'Cd
REVISED ANChOR SPAONG & CHARTS 07/11/16 R.L
REVISED GLASS 1 10/02/17 1 R.L
CHART#2
Number of anchor locations required
Frame Frame Width In
Height
Pn)
19.00
H IS S Jo+nb
21.00
M d S Jamb
30.00
Ha S Jamb
3&00
H IS S Jamb
4100
H d S jamb
48.00
H L S Jamb
52.00
H d S Jamb
2100 3 1 3 3 3 4 3 5 3 5 3 6 3 6 3
20.00 3 1 4 3 4 4 4 5 4 5 4 6 4 8 4
36.00 3 5 3 5 4 5 5 5 5 5 6 5 8 5
42.00 3 5 3 5 4 5 5 5 5 5 B 5 8 5
4A00 3 6 3 6 4 6 5 8 5 I 6 B B 6
51100 3 6 3 6 4 6 5 8 5 8 6 8 8 8
60.w 3 7 3 7 4 7 5 7 5 7 6 7 6 7
66.00 3 8 3 8 4 8 5 8 S 8 6 8 6 8
72.00 3 8 1 3 1 8 1 4 1 8 1 5 1 B 1 5 1 8 1 6 1 8 6 8
185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW EXTERIOR VIEW
FW INSTALLA770M FINWSTALLATI'ON
SEE CWART 02 FOR SMALLER UNITS REOUIRED ANCHORS SEE CHART 42 FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURE RATING IMPACT RATING
t60.0PSF NONE
NOTES:
1. MAXIMUM SASH SIZE: 51' X W.
2. MAXIMUM SASH D.L.D.: 47 5/8" X 32 1/2
3. MAXIMUM FIXED D.L.O.: 49 3/8' X 32 1/2
HARDWARE SCHEDME
SWEEP LOCK AT 8' FROM EACH END INTERIOR MEETING RAIL
AND TACKLE BALANCE AT JAMBS
WI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 185 ALUMINUM SINGLE IIUNG WINDOW
52" X 72" NON -IMPACT
FIN ELEVATIONS
DRA r osc w.
N.G. 08-02549
MILE NTS D"t1 12/29/14 -E13 OF 11
L ROBERTO LO6tS RE
r42 NUOOWORD RD LEWbVB.LE. NC 27D23
430CA94MO dmrospermumea m
SIGNED: 12/14/2017
5.
D TO(AAAT6'TE OF ;
V,
ZONAL i:
Luis R. Lomas P.E.
FL No.: 62514
RLVSRMs
1/2" MIN REV DESCRIPDON an: •wna[D
EDGE DISTANCE
M • REVISED ANOR SPACING B CHARMDT/11/18 R.L.
WOOD FRAMING
OR 2X BUCK D REVISED GLASS 16/07/17 R.L.
BY OTHERS 1 1/4" MIN.
EMBEDMENT
BACKER ROD
APPROVED
1/4. MAX
do
SEALANT SHIM SPACE
1 1/4M MIN.
II III 110 WOOD SCREWY EMBEDMENT
INTERIOR
1/2"
MIN
EDGE
aluln D1SIANCEE
10 WOODJ /
SCREWY /
WOOD FRAMING J/
OR 2X BUCK
EXTERIOR% BY OTHERS
BACKER ROD
3 APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
1/4- MAX.
SHIM SPACE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2K BUCKWSTALLAWN
I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED INACCORDANCE WITHASTM E2112
1/4- MAX.
SHIM SPACE
INTERIOR
BACKER ROD
APPROVED EXTERIOR
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED: 12/14/2017
MI DOS AND DOOLLC WI/
650WESMARKET STREET J\RCO df 9p
GRATZ, PA 17030-0370 5*
1
AGENB".
05 + =
SERIES 185ALUMINUMSINGLEHUNGWINDOW52" X
72" NON -IMPACT FLANGE INSTALLATION
DETAILS DO`,• BTATEEE OF S zipDRnwlr.
DOG
NO. REV 08-02549
Luis R.
Lomos P.E. FL No.:
62514 coot NTS
at` 12/29/14 s"M 4 OF 11 L ROSERT01.
0"AISRE. tq8 gCWFIORD
RD L.EVWSVRLfl NC 27M 434-a
am .0"
1 /2" MIN
EDGE DISTANCE
MET"
STRUM
BY OTHE
APPROVED
SEALANT
1/4" MAX.
SHIM SPACE
111s1 f10 SMS OR
SELF DRILLING
SCREW
INTERIOR
J
EXTERIOR
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
BACKER ROD SEALANT
APPROVED
SEALANT 1/4• MAX.
SHIM SPACE
METAL
STRUCTURE
BY OTHERS
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS,
NOT SHOWN FOR CLARITY,
2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
Dac1aP11e>a D7LTL APPROAD
REVISED AkCMDR SPACING R CHARTS 07/11/15 R.L
REVISED CLASS 1 10/02/17 1 R.L.
1/4" MAX.
SHIM SPACE
J IO SMS OR INTERIORSELFDRILLING
SCREWS
EDGE
DISTANCE
r- EXTERIOR
METAL
STRUCTURE BACKER Roo
BY OTHERS & APPROVED
SEALANT
JAM8 INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ, PA 17D30-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52" X 72" NON -IMPACT
FLANGE INSTALLATION DETAILS
DR.w»: oMc w.
N.G. 08-02549
CAE NTS JDATE 12/29/14 jsKrT5 OF 11
L ROBERTO LOMAS P.E.
r4V NIDGOF W RDLEW7SVM1LE.NC2.'=
4 0.6814M Hamm
SIGNED: 1211412017
5 it
I It o/i',
i4! pEMB 9,P,
o
TAT OF *iu
1ORlO* G?\ Luis
R. Lomas P.E. FL
No.: 6251 a
2 1/ MIN,
EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS a
e
1 1/4• MIN.
OPTIONAL 1x BUCK ° EMBEDMENT
SEE NOTES 3 - 7
SHEET I
I
1/4- MAX. J
BACKER ROD SHIM SPACE
APPROVED
SEALANT
3/16" TAPCON
1 1/4" MIN.
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS r-
3/16' TAPCON
SUS
DEst "04 DATE I APPRNM
REVISED ANCHOR SPACING & CHARTS 0/11/16 R.L.
REVISED CLASS 1D/02/17 R.L.
1/4" MAX.
SHIM SPACE
r
0
v r•
2 1/2*
MIN.
EDGE v
DISTANCE
INTERIOR
BACKER ROD
EXTERIOR
APPROVED
OPTIONAL Ix BUCK J SEALANT
SEC NOTES 3 — 7
SHEET I
JAMB INSTALLATION DETAIL
COAICRETE* ASOARIYINSTALLAnoN
SILL TO BE SET
IN A BED OF
NOTES'
1.INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
BACKER ROD
APPROVED
NOTSMOWNFORCLARRY,
APPROVED STRUCTURAL 2.PERIMETERAND JOINT SEALANT BYOTHERS TOBE SEALANT SEALANT
DESIGNED
IN ACCORDANCE WITHASTM E2112 SIGNED. 12/14/2017 OPTIONAL Ix
BUCK 1/4- MAX. MI WINDOWS AND DOORS, LLC kIIIIIIIIr /z SEE NOTE3 - 7 SHEET 1
SHIM SPACE
650 WEST MARKET STREET 5 R, [ 0 GRATZ, PA
17030-0370 GENs CONCRETE/MASONRY
SERIES 185 ALUMINUM SINGLE HUNG WINDOW 25JO BY OTHERS,
e 52" X
72" NON -IMPACT y FLANGE
INSTALLATION
DETAILS o TAT OF E r O'. DRMft
Dwc
40. RLv w PLt`•:
cf0RTOP•
kk S 1/si//
ONAe a
06
B
11EaG`\ sc lcNTSarz12/29/14 s E?T 69 OF 11 VERTICAL CROSS
SECTION EEEYJSVLLAC2AW Luis
R. Lomas P.E. CONCRETEAMSONRYINSTALLATION fgBYpppgpFLNo.: 6251 A N,y4
1/2' MIN
EDGE DISTANCE
WOOD FRAMING
DR 2X BUCK
BY OTHERS
BACKER ROD
APPROVED t/4 MAX.
SEALANT SHIM SPACE
BACKER ROD
APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
010 WOOD SCREW
SILL TO BE SET
IN A =ED OF
APPROVED
STRUCTURAL
SEALANT
1/4' MAX.
SHIM SPACE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCKWSTAUA77ON
NOTES.
t. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED W ACCORDANCE MTN ASTM E2112
RNMO:S
DESCRPfXu ' DATE I APPawm
REVISED ANCHOR SPACING h CHARTS 107/11/16 I R.L.
REVISED CUSS 10/02/17 R.L.
1 1/4' MIN. 1/4' MAX.
EMBEDMENT SHIM SPACE
MIN INTERIOR
EDGE
D157ANCLL I 5
10 WOOD _
J
SCREW
WOOD FRAMING EXTERIOR
OR 2X BUCK
BY OTHERS BACKER ROD
APPROVED
SEALANT
JAMB INSTALLATION DETAIL
1NOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED. 1217412017
MI DEDOORS, 1/ i/
650W4T
MARKET ET GRATZ.
PA 17030-0370 rt-
Lo 9//
y,GENS-p'tD
51 *= SERIES1B5ALUMINUMSINGLEHUNGWINDOW5X
72" NON -IMPACT FINLESS S
INSTALLATIONDETAILS r SSTATE OF OF•:c[
ORIOP• '' s/&IONA
aR,aPN:
mm NO. Rd N.G.
08-02 B
11ti0G.
DATE NTS12/29/1 a 79 OF t t Luis R.
Lomos P.E. FL No.:
6251a L ROGERTD
1.0144E RE RO t4WMODRORDLEMSVILLEAIC27M
A344804Sa9Ma>
s*lld eam
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
BACKER ROD
APPROVED
SEALANT
1/2' MIN
I I
EDGE DISTANCE
1/4' MAX.
SHIM SPACE
S OR
SELF DRILLING SCREW
R
STRUCTURE
BY
OTHERS VERTICAL
CROSS SECTION METAL
STRUCTURE INSTALLATION NOTES:
1.
INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT
SHOWN FOR CLARITY. 2.
PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED
W ACCORDANCE WITH ASTM E2112 SILL
TO BE SET IN
A BED OF APPROVED
STRUCTURAL
SEALANT
1/
4" MAX. SHIM
SPACE RLVt90Ys
DLSCRP'
IDw M7E APPROVES REVISED
ANC-tOR SPACING N CHARTS 07/11/15 ILL REVISED
CUSS 10/02/17 ILL. 1/
4" MAX. SHIM
SPACE B
1 o SMDR I INTERIOR SELF DRILLING
SCREWS 1/
2'
MIN. EDGE
DISTANCE
1
EXTERIOR
METAL
BACKER
ROD STRUCTURE k
APPROVED BY OTHERS
SEALANT JAMB INSTALLATION
DETAIL METAL STRUCTURE
INSTALLATION SIGNED: 1211412017
MI WINDOWS
AND LLC 650 WEST
MARKET SIR STREET REILIO4rq,/i GRATZ, PA17030-0370 J\5 v,•G
NSA •d1 y1 1
0,,s 2 5 SERIES 185ALUMINUMSINGLEHUNGWINDOW5X72"
NON -IMPACT FINLESS S INSTALLATION
DETAILSyD • $TAT OF 0'OF•'o[
OR10P• :
fla%loNAG``` oRcltcown .o.
REV 08 B Luis
R. Lomas
P.E. slut NTS as
12/29/14 slat15B9 OF 11 L. ROBERTO LQU4S
P.E. It32 RVOORM RD
LEVOSVILLE. AC MW A7ssaaam .cml FL
No.: 6251a
r•.
2 1/2' MIN.
EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS e
a
e 1 1/4' MIN.
OPTIONAL IX BUCK ° EMBEDMENT
SEE NOTES 3 - 7
SHEET 1
I
1/4' MAX. J
BACKER ROD SHIM SPACE
do APPROVED
SE4LANT
3/16' TAPCON
1 1/4' LAIN.
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS
3/16' TAPCON
2 1/2-
MIN.
EDGE
DISTANCE
I
REVISIONS
OESCPoFlIon OASE APPROVED
REVISED AKCNDR SPACING a CHARTS 07/1f/f8 I R.L
REVISED GLASS 10/02/17 R.L.
OPTIONAL IX BUCK
SEE NOTES 3 - 7
SHEET 1
1/4' !MAX.
SHIM SPACE
INTERIOR
I EXTERIOR
BACKER ROD
k APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCRETEIAMSONRY AVSTALLATION
SILL TO BE SET
BBACKER ROD
APPROVED
IN A BED OF
APPROVED
NOTES.,
L INTER/ORAND EXTERIOR FINISNES BY OTHERS,
SEALANT
STRUCTURAL NOT SHOWN FOR CEARRY.
SEALANT 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
OPTIONAL 1X BUCK 1/4• MAX.
DESIGNED INACCORDANCEWITH ASTAIE2112 SIGNED:
1211412017 SEENOTE3 - 7 SHIM SPACE sHEEi
1 T
MI WINDOWS AND DOORS, LLC CONCRETE/
MASONRY 1
650
WEST MARKET STREET GRATZ,
PA 17030-0370 SN
1ulnlp// S
L i
r .',GENS*. ,p-_ BY
OTHERS b SERIES
185 ALUMINUM SINGLE HUNG WINDOW J 0„6126 e . • • •
52' X 72' NON -IMPACT n ••
a
FINLESS INSTALLATION DETAILS$$TAT OF tv DRaft
oxO Ro. AEV i'c • ORI P • 08-
90 2 549 8 1ONA
VERTICALCRASSSECTIONNTS
12/29/14 g OF 11 11E%G CONCRETE/
MASONRYINSTALLATION I.
ROMMOL M0P.E 142WOODramRDLEWISVILL_
AC2,W3 49.<
dRA4w Amnrr/91 bwAlwa rm Luis
R. Lomos P.E. FL
No.: 6251a
APPROVED
SEALANT
BEHIND FIN
1
7/16' MIN L
EDGE DISTANCE
7/16' MIN
EDGE DISTANCE
APPROVED
SEALANT
BEHIND FIN
1 1/4' MIN.
EMBEDMENT
JS WDOD SCREW
LMOLUM.-.1
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
WOOD
FRAMING
BY OTHERS
1/4' MAX.
SHIM SPACE
REl'mCYS
REV DES,IPMAI DOE APF RD`M
A REVISED ANCHOR SPACING B CHARTS N/02/17
11/16 R.L
B REVISED GLASS R.L.
WOOD FRAMING
1/a' MAX
BY OTHERS r SHIM SPACE
IS WOOD SCREW
1
INTERIOR
MIN.
EMBEDw..ENT
T
1
APPROVED
SEALANT
BEHIND FIN
7/16- MIN EXTERIOR
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1/4- MAX
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS.
SHIM SPACE
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOWTSEALANT BYOTHERSTOBE DESIGNED
W ACCORDANCE W77HASTME2712 MI
WINDOWS AND DOORS, LLC 65D
WEST MARKET STREET w000
GRAT2, PA 17030-0370 FRAMING
BY
OTHERS SERIES 165 ALUMINUM SINGLE HUNG WINDOW 52"
X 72" NON —IMPACT FIN
INSTALLATION DETAILS DRUM.
0M6 N0. N.
G. OS-02549 salt
NTS dh 12/29/14 10 OF 11 L
ADBER70 LCUO RE 14W
WDWfORD RD LEMRSVRLE NC 27MV 00404w
M" SIGNED:
12/74/2017 S
GEIYSr•
g1P Z ;
STATE OFs; :'
I DR%'D ,Au ciivvtoNA
10111`` Luis
R. Lomas P.E. FL
No.: 62514
2 3/16"
Lr13/16'
FLANGE FRAME HEAD
CM• I650I
ALUMWUM 6063-TS .050' THICK
2 5/I6" --i
3 3/8"
J
FLANGE FRAME SILL
CM-16502
ALUMINUM 6083•T3.M'7NICK
I , 5/e" r
1 LIT
LOCK RAIUSTILE
CM-16SOS
ALUMINUM 6D63-T5.067 THICK
i"
GLAZING BE4D
CM•I8535
RIGID PVC .05V THICK
2 3/16"
FLANGE FRAME JAMB
CM-fam
ALUMINUM SW-TS .050' THICK
FINLESS FRAME SILL
CM• 16554
ALUMWUM 6063-rS .0.6' THICK
t i 1 7/16'
2 5/16"
SASH 80TTOM ROIL
cM-Tails
ALUMINUM 6W-T5.050' THICK
1
1
15/16"
SASH STILE
CM-I6507
ALUMWLW W83-75.050'THICK
2 3/16" --{
1
I
15/16"
FINLESS FRAME HEAD
CM• 16553
ALUMINUM6063-75.050' THICK
l-
2 3116"
FINLESS FRAME JAMB
CM-18513
ALUMINUM 6063•T3.050'TMCK
2 5/16' -I
I2 3/16"
3 3/4'
2 S/16" 41
FIN FRAME SILL FIN FRAME HEAD
CM•IBSA9 CM-16506
ALUMINUM 6063-T5 MV THICK ALUMINUM 6063-T5.050' THICK
2I'
1.
MEETING RAIL
CM• I6504
ALUMINUM 6063-T5.01S5" THICK
2 3/8'
r
2 3/t6
FIN FRAME JAMB
CM-16510
ALUMINUM 6063-TS .050' THICK
CLSfAIPIaN oat I AMOVO)
REVISED ANCHOR SPACING 4 CWW1S 07fti/16 R.L.
RNSCD CLASS 10/02/17 1 R.L.
5/8"
1/8" ANN. 1/8' ANN.
1/8" ANN.
090 PVB BY KURARAY
METAL REINFORCED
BUTYL SPACER
EXTERIOR " I""
RIOR
1/2SILICONE SEALANT
SEi11VG
BLOCK GLAZING
DETAIL SIGNED.
1211412017 MI
WINDOWSLLC 650
WET MAJRKET STREET ETN
p.•s GRATZ, PA 17030-0370 J`
51REIL0 GSERIES
185 ALUMINUM SINGLE HUNG WINDOW 52"
X 72" NON—IMPACTCOMPONENTS M-TAf09-
02549 "B iS'S •''' • •G\ srA
NTS -E 12/29/14 —11 OF 11 L
RMERID LCSN6 P.E. Luis R. Lomas P.E. Iu?
KooDFMOR0LEWWVLLEa7onACFL No.: 62514
410E864= . cm
Florida Building Code Online https://www.Floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX...
1
Professional Regulation
Ira
8C6 Home I Lag to ; user Regtstratlon ; Hot Tapp Sutxnl surcharge State a Facts PublimUons FBC Stag J eCIS Ste Map Links 1 Search I
f 0(I(la
ra Product Approval41USER: PuM User
Fred ^ AC val Ms y > Pred•( of Amllm(Ipn SCaO > gpplWtna_Lffi > Applotion Oetaa
FL # FL15349-R10
Application Type Editorial Change
Code Version 2017
Application Status Approved
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission If necessary.
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
MI Windows and Doors
650 West Market Street
Gratz, PA 17030
717) 365-3300 Ext 2560
bsitlinger@miwd.com
Brent Sitlinger
bsitlinger@miwd.com
Windows
Fixed
Certification Mark or Listing
American Architectural Manufacturers Association
Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Standard
AAMA 506
AAMA/WDMA/CSA 101/I.S. 2/A440
Method 1 Option A
Year
2011
2008
I of3 4/13/2019, 7:21 AM
Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dLi.aspx?param=%vGEVX.:!
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
F' L # Model Number or Name
15349.1 185 PW -
Limits of Use
y r
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +60/-60
Other: CW-PG60
03/26/2018
03/26/2018
03/27/2018
Description
73 x 72 Insulated Glass
Certification Agency Certificate
FL15349 R10 C CAC APC 12716,12787.pdf
Quality Assurance Contract Expiration Date
04/03/2023
Installation Instructions
FLIS349 R10 ll O!L-_qj:t% _pdf
Verified By: Luis R. Lomas, PE 62S14
Created by Independent Third Party: Yes
Evaluation Reports
FLIS349 R10 AE 5131240.odf
Created by Independent Third Party: Yes
15349.2 185 PW
4
159 x S4 Triple CHS Insulated Glass
Limits of Use
M r
Certification Agency Certificate
Approved for use in HVHZ: No FLI5349 R10 C CACLAPC 15350_pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 01/24/2021
Design Pressure: +55/-SS Installation Instructions
Other: R-PGSS FL15349 RIO 1I 08-02949.odf
Verified By: Luis R. Lomas, PE 62S14
Created by Independent Third Party: Yes
Evaluation Reports
FL15349 Rt0 AE_513783.odf
Created by Independent Third Party: Yes
15349.3 185 PW Impact _ 72 x 72 Insulated Laminated Glass
Limits of Use_ —
Approved for use in HVHZ, No
Approved for use outside HVHZ- Yes
Impact Resistant: Yes
Design Pressure: +55/-5S
Other: FW-LC55, Missile Level D, Wind Zone 3. Glass
consisted of 5/32" tempered exterior - spacer - S/32"
annealed / 0.100 Solutla sanex HP / 5/32" annealed. Glass
was bedded In Pecora 896 silicone with 5/8" glass bite.
15349.4 - 185 PW Impact
Limits of Use
Approved for use in HVHZ- No
Certification Agency Certificate
FL153499 R10_C CAC APC 1 4494.P&ff
Quality Assurance Contract Expiration Date
06/25/2021
Installation Instructions
FL15349 R10 11 08-02948.pdf
Verified By: Luis R. Lomas, PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
415,)49 R10&E 5137 2.pdf
Created by Independent Third Party: Yes
159 x S4 Triple CHS Insulated Laminated Glass
Certification Agency Certificate
t-15349 R 0 C QC-APC 8272.pdf
i Approved for use outside HVHZ: Yes FL15349 R10 CCAC APC 8273.pdf
1 Impact Resistant: Yes Quality Assurance Contract Expiration Date
IDesign Pressure: +55/-55 01/24/2021
Other: FW-R55, Missile Level D, Wind Zone 3. Glass Installation Instructions
j consisted of 1/8" annealed exterior . spacer - 3/32" annealed F115349 R30 It 08-016148.odf
0.090 Solutla PVB / 3/32" annealed. Glass was bedded in Verified By: Luis Roberto Lomas 62514
1 Pecora 896 silicone with 5/8" glass bite. Created by Independent Third Party: Yes
Evaluation Reports
FLIS349 R10 AE S12278B.pdf
Created by Independent Third Party: Yes
15349.5 - _..-.-- 1.85PW Impact
Limits of Use
Approved for use in HVHZ- No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +55/-55
Other: FW-LC55, Missile Level D, Wind Zone 3. Glass
consisted of S/32" annealed exterior - spacer - 5/32"
annealed / 0.100 Solutla Saflex HP / 5/32" annealed. Glass
was bedded in Pecora 896 silicone with 5/8" glass bite.
96 x 60 Insulated Laminated Glass
Certification Agency Certificate
FLIS349 R10 C CAC APC 7962.odf
Quality Assurance Contract Expiration Date
12/05/2020
Installation Instructions
FLIS349 R10 It 08_01613B.pdf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
2 of 3 4/13/2018, 7:21 AM
Florida Building Code Online https://www.floridahuilding.org/pr/pr_app_dtl.aspx?param=wG EVX...
FL15349 R10 AE 512277e.Qdf
Created by Independent Third Party: Yes
faack tease
Contact U :; 2681 slat scene head. 7aMhassee fL 32399 Phone: BSM487-Is24
The State of Florida is an AA/EEO employer. CowrfoM 200]-2013 State of Florida.:: Privacy Statemea& :: A=Ngbkv Statement :: Refund Statement
under Florida taw, emas addresses are pubic records. U you do not were your emmal address released to response to a public -records request, do not send electronic
man to this entity. trotead, contact the oflke by phone or by traditional mall. 8 you have any questions, please Contact 850.487.1395. -pursuant to Section
4SS.27S(1), Florida Statutes, effective October 1, 2812. licensees (tensed under Chatter 4SS, F.S. must provbe the Department with an emal address If they have
one. The !mans provided may be used for official communication weh the licensee. However emai addresses are pubic record. U you do not with to supply a
personal address, please provide the Department wen an emai address which can be made avalable to the public. To determine If you area licensee under Chapter
4SS, F.S, please chic bg[L.
Produrt Approval Aoopts:
ec--
Credit Card
Safe
3 of 3 4/13/2018, 7:21 AM
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2- WINDOW UNITS MUST BE
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL
5. WHERE WOOD FUCK THICKNESS S 1-1/2' OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
B. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'.
9. SHIMS SHALL BE LOCATED. APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL- EXTRUDED ALUMINUM 6063-75.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
RLM90NS
OTSf7EPIDN OAN APPROWED
REVISED INSTALLATION DETNLS 06/01/15 R.L.
REVISED NAME AND ADDRESS 10/27/18 R.L.
15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO
SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
INSTALLATION DETAILS.
17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF
DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
18. ALL FASTENERS TO BE CORROSION RESISTANT.
19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm-2.000PSI MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.0487 FY-33KSI/FU-52KSI OR
ALUMINUM 6063-T5 FU-30KSI .048' THICK MINIMUM
20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS
SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN
IN SHEET 2.
TABLE OF CONTENTS
SHEET NO.1 DESCRIPTION
1 I NOTES
2 - S 1 ELEVATIONS, CHARTS AND GLAZING DETAILS
4 - 12 1INSTALLATION DETAILS
SIGNED. 1111WO16
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
01111111111///
J\? • .. 4f
GRATZ, PA 17030 GENB.4P
51 t= SERIES 185 ALUMINUM FIXED WINDOW*•
73" X 72" NON -IMPACT
NOTES t , oC' TAT Of • `
i F''tOR10T; G`Cacneocw. RLv
OS-02 357 B i/S'ONA,
L(`a\'-N
Luis R. Lomas P.E.
FL No.: 62514
xwi a1EHTS 09/03/14 1 OF 12
L ROBERTO LTaA43 P.E.
ww WOODFORD RD LEM YU&AIC 770M
N 486-o 0D eftamodftmaw.am
72 1/2- MAX FRAME WIDTH
6' MAX i---t- 19' MAX O.C. 6- MAX
5- TAY—
I I =Tw
18' /
MAX O.C.
71 1/2-
MAX
FIGHHT REFER
TO CHARTS SERIES 185 ALUMINUM FIXED WINDOW 11
do 12 EXTERIOR NEW FOR
NUMBER OF ANCHORS
REQUIRED r
72 1/2- MAX FRAME WIDTH 6-
MAXF--I- 18' MAX D.C. 71
1/2- 18 MAX
MAX FRAMETO.C. HEIGHT
1 j
6• MAX REFER
TO CHARTS SERIES 185 ALUMINUM FIXED DESIGNER WINDOW f
1 do #2 EXTERIOR VIEW FOR
NUMBER OF ANCHORS
REQUIRED DESN?
N PRESSURE RATING IIUPACT RATING 60.
0PSF I NONE NOTES:
1.
MAXM6UA10.L.0.: 668ro1X68Y4' REvmoNS
wv
DEScary ON DATE APYMIDVm A
REV6ED DISTAuA110N DETAILS 06/01/15 R.L 9
REV6ED NAUE AND ADDRESS 10/27/16 R.L CHART
NI Number
of eneAors required IwfthDw dgld)71IwV Pram
ft m4 rldlh in N410N
Moe saw I Meo Q.00 6" 1 scm SAW AD 7L6o I161
MLS mb HASIMMb HAS AIM0 N6S mb N6S ARMO MAS me HAS mb AILS Mh N6S Jamb 24.
00 2 2 2 1 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 3100
2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 a100
2 2 3 3 3 3 3 3 3 1 4 3 5 3 5 3 4Loo
2 3 2 1 3 3 a 3 3 3 4 1 5 3 5 3 6 3 4L00
2 1 2 3 3 3 3 3 3 3 4 3 3 3 e 3 e 1 Sam
2 4 2 4 3 4 3 4 3 4 4 4 5 4 6 4 7 4 e0.
oe 2 2 3.1 3 s 1 5 S 5 s 6 S 7 5 e6
DD 2 4 2 4 5 3 5 3 e 0 5 6 0 0 7 6 71.
Lo 2 5 2 6 3 S f e 1 e 4 7 S 7 8 7 7 7 CHART42
Number
o1 eeMom required with rigid Oil" Framo
FnMe r10M Inl light
Moo 21UV Use 4L00 I am I 66M 00.00 1 $am 1 7L60 in)
HAS mb HAS ftmb HLS Ibmb HAS Ambi AILS Wobj HAS Paws AILS WMbI AILS Iftob AILS W10b M00
2 2 2 2 2 2 3 2 1 2 1 4 2 4 1 2 1 4 2 5 2 JUDO
2 2 2 2 3 2 1 2 3 2 4 2 4 2 4 2 S 2 aloe
2 1 2 1 1 1 a 3 3 3 4 3 4 3 4 1 S 2 4Lo0
2 1 2 3 3 3 a 3 3 a 4 3 4 3 4 3 3 1 4L.
o0 2 1 2 3 3 a a 3 3 3 4 3 4 a 4 f S 1 64.
so 2 4 2 4 4 3 4 a 4 a 4 4 t S 4 0
0 2 4 2 1 3 4 3 4 1 4 4 4 4 4 4 4 5 4 6L00
2 4 2 l s 4 3 4 3 4 4 4 4 4 4 4 5 4 71.
60 2 S S 5 3 S 3 S S 4 S 4 5 5 S SEE
SHEETS 4.7 FOR INSTALLATION DETA&S SIGNED:
11/15/7016 MI
WINDOWS AND DOORS, LLC 01111I/II, MARKET
6CRATZ, S G E NS PA3DTtr
0,
5 SERIES185ALUMINUMFIXEDWINDOW73•
X 72' NON -IMPACT q (s3,6oi` FLANGE &
FINLESS ELEVATION R CHARTS pO,• TAT OF No.
Iwvvv J.
L.DW
08-
02357 B 77
NI1Np j10% Luis
R. Lomas P.E. FL
No.: 62514 SUL
are SHM NTS09/03/14 2 OF 12 L
RM-PLGNAS AE. 14R
KWDFUAD RD LEWl Ma NC 27023 U4.
666.0809 cvm
72 1/2" MAX FRAME WIDTH
6' MAX 4": 1a' MAX O.C. 6" MAX
I
MAX O.C. III
71 1/2'
MAX
FRAME
HEIGHT 00
REFER TO CHART g3
SERIES 185 ALUMINUM FIXED WINDOW
FOR NUMBER OF EXTERIOR WEW
ANCHORS REQUIRED
72 1/2" MAX FRAME WIDTH
6' MAX JF— 18" MAX O.C. F— 6" MAX
MAX O.C.
71 1/2"
MAX
FRAME
HEIGHT
REFER TO CHART 03
FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW
ANCHORS REQUIRED EXTERIOR VIEW
DESIGN PRESSURE RA7WCo IMPACT RATING
t60.OPSF NONE
NOTES:
1. MAXIAWMD.L.O.: 693/4•X583f4•
RflnsloHe
REV 00CF4"" DATE I NM MOED
A REVISED oWALLATXIN DEWLS 06/01/15 R.L
B 1 REVISED NAME AND ADDRESS 10/27/16 R.L
CMAT A3
AlumAer of anchors nquitod Ma In44ollotlon
Frame Rime whn (In)
HIIOM f4A0 20.00 Mee 42.00 41A0 A4.0o 00.00 Aeo 12.w
In) HA$ m 0 HAS m0 HAS m0 HAS Imo HAS me HAS m0 HAS me HAS n1 e Has m0 00
244 4 5 5 e Moo
4 4 4 S 5 e A00
4 4 4 S 5 e 1200
4 4 4 4 4 4 4 5 4 S 4 0 4 48.
00 4 4 4 4 4 4 S 4 5 4 e U00
4 4 4 4 4 4 4 1 5 4 5 4 6 4 Sam
5 S s 4 5 4 5 4 5 5 S 5 5 e S aw
S 3 5 4 5 4 5 5 S s s s e 5 71.
50 e 6 4 e 8 4 6 S e 6 6 e e SEE
SNEEI`8 FOR INSTALLATION DETAILS MI
WINDOWS AND DOORS, LLC 650
W. MARKET ST. GRATZ.
PA 17030 SERIES
185 ALUMINUM FIXED WINDOW 73'
X 72" NON —IMPACT FIN
ELEVATION do CHART GROW.
DIC H0. J.
L. 1 08-02357 scat
NTS jwt 09/03/14 1 S"M 3 OF 12 L
RMMO LCAMS RE 42
R100DF0RD RD LE"7SV11LE. NC 27M 474408oee0 -
6bneRa 900 SIGNED:
1111WO16 r
N EBR4 1 0 5/
100 O"• ;
LORIDP •
G isS7ONA 1````
Luis
R.
Lomas P.E. FL No.:
62514
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1/2' MIN.
EDGE DISTANCE
1 1/4' MIN. METAL
EMBEDMENT STRUCTURE
BY OTHERS
1/
BACKER ROD SHIM SPACE BACKER ROD
Ac APPROVED I
d APPROVED
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J1D WOOD SCREW
EXTERIOR EXTERIOR
uvrcnrvn
010 WOOD SCREW
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RIGID FILLER
BACKER ROD —
do APPROVED 1/4• • R APPROVED
SEALANT rI SHIM SPACE SEALANT
WOOD FRAMING 11 1/4 MIN. STRUCTURMETAEOR2xBUCK
BY OTHERS EMBEDMENT BY OTHERS
1 /2' MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BLCK INSTALLATION
1 1/4" MIN. 1/4' MAX.
EMBEDMENI r SHIM SPACE
I
1/2" MIN.
T
3/4' MIN.
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1 fNTERIOR EDGE DISTANCE
i
I¢ 10 WOOD
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WOOD FRAMING J EXTERIOR
OR 2X BUCK
BACKER RODBYOTHERS
R APPROVED
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JAMB INSTALLATION DETAIL
WOOD FRAMWD OR 2X BUCK INSTALLATION
3/4' MIN
EDGE DISTANCE
1/4' MAY..
SHIM SPACE
pID SMS OR
SELF DRILLING
SCREW
INTERIOR
fiD SMS OR
SELF DRILLING
SCREW
RIGID FILLER
1/4' MAX.
SHIM SPACE
d
IF I 3/4" MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
1/4' MAX.
r SHIM SPACE
INTERIOR
110 SACS OR
SLIF DRILLING /
SCREWS
J// ME 4l EXTERIOR
STRUCTURE BACKER ROD
SY OTHERS 3 APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
Rbsoms
RL+ KscRNRDetI DUE APPRDKD
A REVISED INSIALIATION DETAILS D6/01/15 R.L.
B 1 REVISED NAME AND ADDRESS 10/27/16 R.L.
NOTES:
1. WIERIOR AND EXTERIOR FINISHES, BY OTHERS
NOT SNOWNFOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITNASTAI E2712
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ, PA 17030
SERIES 185 ALUMINUM FIXED WINDOW
73'- X 72" NON —IMPACT
FINLESS INSTALLATION DETAILS WITHOUT FILLERS
DROW.. Dxr. NO.
J.L 1 08-02357
srxt NTS D"M 09/03/14 Iwo 4 OF 12
L. RMOTO LOMAS P.E
14V WDODFORD RD LEVOSYbIE NC 2=
W.eee4eD9 Abmv DgmAtpaoom
SIGNED. 1111512016
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i
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4.TDoOF ;44o O
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1
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Luis R. Lomas P.E.
FL No.: 62514
REV DESCRWIVM G1E APPRDMLD
2 1/2- MIN.
A REVISED WSTALLATICN DETAILS 06/01/15 R.L.
EDGE DISTANCE I B REVISED NAME AND ADDRESS 10/27/16 R.L.
CONCRETE/MASONRY
BY OTHERS •. I
t 1/4" MIN.
1 1/4' MIN.
EMEEDMENT
OPTIONAL 1X BUCK e EMBEDMENT
SEE NOTES 3 — 7
SHEET 1 I
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I
1/4' MAX.
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OTHERS 1/4' MAX.
do APPROVED SHIM SPACE SHIM SPACE
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SEE NOTES 3 - 7
SHEET 1
3/16' TAPCON o •
EXTERIOR INTERIOR 3/16' TAPCON INTERIOR
3/ 1D' TAPCON I
BACKER R00
k APPROVED
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OPTIONAL 1X BUCK r SHIM SPACE
SEE NOTE 3 - 7 1 EDGE
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P
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CONCRETE/MASONRY I J L It APPROVED
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d
EMBEDMENT JAMB INSTALLATION DETAIL CONCREIE/
MASOAIRYINSTALLATION C .
1 c
2
1/2' MIN. EDGE
DISTANCE VERTICAL
CROSS SECTION CONCRETEIMASONRY
INSTALLATION SIGNED:
111152016 MI
WINDOWS AND DOORS, LLC 650
W. MARKET 5T. 11111IIUI,,,
It
LOM i iGRATZ,
PA 17030 b,•GENSF JL NOTES:
SERIES 185 ALUMINUM FIXED WINDOW D 5 f.
INTERIOR AND EXTERIOR FINISHES, BYOTHERS. 73' X 72• NON —IMPACT o F E
NOTSHOWNf-0RCLARITYFINLESS INSTALLATION DETAILS WITHUT FILLERS TAT OF ; DESIG
NEDINACCCORDANCND JOINT EWITHASTME2712 ANrBYOTHERSTO8E Rp
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08-02 57 B ipMA 11Ea` LEarzNTS09/03/14 5 OF 12 L.
ROBERR7 LCWL4 RE Luis R. Lomos P.E. lrvno
R0LEwS1U&Nc2W3 u.
aee•a sos bmmp.om+ FL
No.: 62514 AOL
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1/2" MIN.
EDGE DISTANCE
1 1/4" MIN. METAL
EMBEDMENT
STRUCTURE
BY OTHERS
I 1/4 MA
BACKER ROD J SHIM SPACE BACKER ROD
A APPROVED
RIGID FILLER &
APPROVED
SEALANT SEALANT
JID WOOD SCREW
EXTERIOR EXTERIOR
INTERIOR
110 WOOD SCREW
RIGID FILLER
BACKER ROD
k APPROVED c 1/4• MAX.
SEALANT SHIM SPACE
WOOD FRAMING
1 1/4- MIN.
OR 2X BUCK EMBEDMENTBYOTHERS
1/2' MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
1 1/4" MIN. 1/4" MAx.
EMBEDMENT r SHIM SPACE
T-
F7LRIGID
FILLER
1/2' MIN.
EDGE DISTANCE
I INTERIOR
BACKER ROD
L4 APPROVED
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STRUCTURE
BY OTHERS
I
3/4" MIN.
EDGE DISTANCE
L 3/4" MIN
Ir EDGE DISTANCE
1/4' MAX.
D SHIM SPACE
TL
RIGID FILLER
110 SMS OR
SELF DRILLING
SCREW
INTERIOR
10 SMS OR
SELF DRILLING
SCREW
RIGID FILLER
1/4' MAX.
j SHIM SPACE
d d
3/4' MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
1/4" MAX.
F SHIM SPACE
RIGID FILLER
I /_ INTERIOR
ID WOOD 0 1 D SMS OR
SCREW SELF DRILLING
SCREWS
WOOD FRAMING EXTERIOR
METAL
EXTERIOR
OR 2x BUCK
BY OTHERS BACKER ROD STRUCTURE BACKER ROD
APPROVED BY OTHERS 3 APPROVED
SEALANT SEALANT
JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALlATX N METAL STRUCTURE INSTALLATION
A'11610fi5
REV DESCRIPADM ar. APPRDKD
A R[VGED INSTALLATION DETAILS D5/01/I5 I R.L
B REVISED NAME AND ADDRESS 10/27/96 1 R.L.
NOTES.
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE
DESIGNED W ACCORDANCE MTN ASTM E2112
SIGNED. 111152016
MI WINDOWS AND DOORS, LLC ottillifill
65D W. MARKET ST.
GRATZ. PA 17030
J? R ' L 119GENp
ENO, 2se *= 151. SERIES 185 ALUMINUM FIXED WINDOW
7LL X 72" TONS IMPACT
INSTALLATION DETAILS WITH RIGID FILLERS 4ATe `FINLESS STATE OF
O••'c(pRIOP• i0DRAM. uo. 11LV
08 B
E a`rz SRONTS09/03/14 67 OF 12
R. P.E. Luisis ,,Lomosas
L RC6ERTO LOIAU RE
14M WOODFORO RD LEWISVRLE, NC 270M
4Jr69 116-M A Vb/WPe.mm62514
IILVLSfCM
REV OISCRVTIDN art .tMRodo
2 1/2" MIN.
A REVISED INSTALLATION DETAILS DS/01/15 R.L.
EDGE DISTANCE I B REVISED NAuE AND ADDRESS 10/27/15 I R.L.
CONCRETE/MASONRY
BY OTHERS I i 1 1/4" MIN.
1 1 /4• MIN.
EMBEDMENT
OPTIONAL IX BUCK EMBEDMENTSEENOTES3 - 7
SHEET 1
I1
F CONCRETE/MASONRY
0
BACKER ROD 1/4' MAX. BY OTHERS 1/4' MAX.
APPROVED SHIM SPACE SHIM SPACE
SEALANT OPTIONAL IX BUCK
RIGID FILLER SEE NOTES 3 - 7
RIGID FILLERSHEET1
3/16" TAPCON o
EXTERIOR INTERIOR 3/16• TAPCON INTERIOR
BACKER ROD
3/16" TAPCON
Ac APPROVED RICID FILLER
SEALANT
i/4" 2
OPTIONAL 1X EUCK r SHIM SPACE IN. MIN.
SEE NOTE 3 - 7 EDGE v
SHEET 1 DISTANCE EXTERIOR
CONCRETE/MASONRY BACKER ROD
BY OTHERS 4 1 1/4' MIN. SEALANROVED
a"
EMBEDMENT JAMB INSTALLATION DETAIL
f • CONCRETE4A4SONRY INSTALLAT ION
2 1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
coNCRETSwSONRY INSTALLATION
SIGNED. 111152016
MI WIND oWw. MARX DOORS, LLC 1a IL0 (/.,/
GRATZ, PA 17030
a
GEN,9'.4
NOTES:
SERIES 185 ALUMINUM FIXED WINDOWt.WTERIORAND EXTERIOR FIMSHES,BYOTHERS. IKOT'g`+* NOT
SHOWN FOR CLARITY. 2
PERWETER AND JOINT SEALANT' BY OTHERS TO BE 73"
X 72" NON -IMPACT WITH
RIGID FILLERS TAT FINLESSINSTALLATIONDETAILSpE OF i i014 DESIGNEDWACCORDANCEWIMASTUE2tt2i
v • A[ ORIOP • ' CRON: bNc N0. RLv 08-
57 B i/i S'ONA 11E11G\ scutarzPITS09/03/14 7 Of 12 Luis
R. Lomas P.E. FL
No.: 62514 L
ROBEMV LOMAS RE. I4.
v WOODFORD RD LEIMSVALC NO 2AW 43r4004M
rAfIlla p.c m p
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD do
APPROVED SEALANT
BEHIND FLANGE
1 /2- MIN.
EDGE DISTANCE
1 1/4- MIN.
EMBEDMENT
1/4- MAX.
SHIM SPACE
f10 WOOD SCREW
EXTERIOR
INTERIOR
110 WOOD SCREW
RIGID FILLER
BACKER ROD B
APPROVED SEALANT 1/4" MAX.
BEHIND FLANGE SHIM SPACE
WOOD FRAMING
1 1/4- MIN.
OR 2X BUCK EMBEDMENTBYOTHERS
1/2' MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR tar BUCKWSTALLATRW
1 1/4' MIN. 1/4' MAX.
EMBEDMENT F SHIM SPACE
1
I /2' MIN.
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I INTERIOR
JID WOOD —
SCREW
WOOD FRAMING
OR 2X BUCK EXTERIOR
BY OTHERS BACKER RDD &
APPROVED SEALANT
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JAMB INSTALLATION DETAIL
WOOD FRAMWG OR 2X BUCK WSTALLA 77ON
METAL
STRUCTURE
BY OTHERS
BACKER ROD S
APPROVED SEALANT
BEHIND FIANCE
3/4' MIN
EDGE DISTANCE
1/4- MAX.
SHIM SPACE
1D SMS OR
SELF DRILLING
SCREW
EXTERIOR INTERIOR
110 SMS OR
SELF DRILLING
SCREW
BACKER ROD do RIGID FILLER
APPROVED SEALANT
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r SHIM SPACE
METAL
STRUCTURE
BY OTHERS
3/4' MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
SHIM SPACE
3/4' MIN. INTERIOR
EDGE DISTANCE
REVISIMS
REV
REVISED INSIALDMRFT"
Dolt APPItMD
LATIDN DEIAILS 06/01/15 R.L.
6 I REVSED MME AND ADDRESS 10/7.7j16 IR.L.
NOTES:
I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARRY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE VMH AST7N E2112
SIGNED., 1111WO16
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
1 1111FfII,
S R• L0 4fi,
d11) SMS OR
GRATZ. PA 17030 GENS 9U+s
SERIES 185 ALUMINUM FIXED WINDOW
73" X 72" NON —IMPACT
SELF DRILLING
SCREWS
0,6 5 x
k c97
METAL EXTERIOR FLANGE INSTALLATION DETAILS WITHOUT FILLERS O; STATE OF •
BYOTHERSBACKER ROD & D
A u0 REV" APPROVED
SEALANT 08-02357 B ij, ONA,IE A sit
DATt NTSO9/03/14 S OF 12 FLANGEJAMB
INSTALLATION DETAIL Luis
R. P.E. LADAERTDLOMASP.E. METAL
STRUCTURE INSTALLATIGN TavVAX)DRMRDLEMSVAMAI 2707J 625mos FLNo.: 2514 40,
cy
CONCRETE/MASONRY
BY OTHERS
OPTIONAL IX BUCK
SEE NOTES 3 — 7
SHEET I
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
EXTERIOR
BACKER ROD & —
APPROVED SEALANT
BEHIND FLANGE
OP110MAL 1X BUCK —
SEE NOTE 3 — 7
SHEET 1
CONCRETE/MASONRY —
BY OTHERS
2 1/2" MIN.
EDGE DISTANCE
I
1/4• MAX.
SHIM SPACE
3/16' TAPCON
INTERIOR
3/16• TAPCON
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4. EMBEDMENT
a
2 1 /2' MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRET& WSONRY1NSTALL9TIONJ
RLV6CMS
NEW DESCRrm" G1E aiPROY[D
A REVISED INStALLATiON DETAn9 06/01/15 RA.
B REVISED NAME A6XD ACDRESS 10/27/16 R.L.
1 1/4" MIN.
1 1/4' MIN. EMBEDMENT
EMBEDMENT
0
CONCRETE/MASONRY
BY OTHERS 1/4• MAX.
SHIM SPACE
OPTIONAL 1X BUCK
SEE NOTES 3 — 7
SHEET 1
a
3/16" TAPCON
2 t/2•
MIN.
o
EDGE
INTERIOR
DISTANCE EXTERIOR
L BACKER ROD do
APPROVED SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
CONCRETEIMSOMRY INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES BY OTHERS,
NOT SHOWN FOR CLARITY.
2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE W7H ASTM E2112
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ, PA 17030
SERIES 185 ALUMINUM FIXED WINDOW
73" X 72" NON —IMPACT
FLANGE INSTALLATION DETAILS WITHOUT FILLERS
DRAww' . DWG UM R
J.L. 1 08-02357
VALE NTS o'n 09/03/ 14 90" 9 OF t 2
L MWATO LOk4S Y.E.
14711o00FM RD LEnNSVALE. AC 27W3
4JU1984ws ..cam
SIGNED: 11/15/2016
Sit.
I ILlo4f *i
D S* = T OF ;tk
S 11NAL
Luis R. Lomas P.E.
FL No.: 62514
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
1/2" MIN.
EDGE DISTANCE
1 1/4- MIN
F EMBEDMENT
1/4- MAX.
SHIM SPACE
RIGID FILLER
10 WOOD SCREW
METAL
STRUCTURE
BY OTHERS
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
3/4" MIN
EDGE DISTANCE
1/4" --
SHIM SPACE
RIGID FILLER
10 SMS OR
SELF DRILLING
SCREW
REVIMI S
Alt DESCRIPDDII WE I APPMr.D
A REVISED INSTALLATION DETAILS 06/01/15 R.L.
B REVISED NAME AND ADDRESS 10/27/16 R.L.
EXTERIOR EXTERIOR INTERIOR
INTERIOR
AID SMS OR
110 WOOD SCREW SELF DRILLING
SCREW
BACKER ROD &
RIGID FILLER
BACKER ROD & RIGID FILLER
APPROVED SEALANT 1/4- MAX. APPROVED SEALANT
BEHIND FLANGE SHIM SPACE BEHIND FLANGE 1/4• MAX
1 SHIM SPACE NOTES.
WOOD FRAMING
1 1/4" MIN.
METAL-,1.MTERIORANDEX7ER/ORFMISHESBYOTNERS.
OR 2X BUCK
EMBEDMENT
STRUCTURE NOT SHOWN FOR CLARITY.
BY OTHERS BY OTHERS ZPERIMETER AND "NTSEALANTBYOTHERS TOBE I 3/
4" MIN DESIGNEDWACCORDANCE WITH
ASTME2112 1/2' MIN
EDGE DISTANCE EDGE DISTANCE VERTICAL
CROSS SECTION VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION WOOD FRAMING OR
2X BUCK INSTALLATION 1 1/4"
MIN. 1/4" MAX. EMBEDMENT i SHIM
SPACE
T—
r RIGID
FILLER 1/2" MIN. /
EDGE DISTANC INTERIOR
I 10
WOOD —
SCREW
w00D FRAMING
OR
2X BUCK
EXTERIOR BY OTHERS BACKER
ROD & APPROVED SEALANT BEHIND
FLANGE JAMB
INSTALLATION DETAIL
WOOD FRAMING OR
2X BUCK INS7ALLATXW 1/4- MAX.
SHIM SPACE I
RIGID FILLER
3/
4- MIN.
INTERIOR EDGE DISTANCE I10
SMS OR
SELF DRILLING SCREWS
METAL EXTERIOR
STRUCTURE
BY OTHERS
BACKER
ROD & APPROVED SEALANT BEHIND
FLANGE JAMB
INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED: 11/15/
2016 MI WINDOWS AND
DOORS, LLC 650 W. MARKET
ST.lk 11IIIrr L
1f
4
r GRATZ, PA17030GENS'•91p l0 5 *: SERIES
185 ALUMINUMFIXEDWINDOW73" X 72"
NON —IMPACT IRA FLANGE INSTALLATION DETAILSWITHRIGIDFILLERSTATc' OF ; t4 i'P••'cLpRIOP•
Co DRAIN: as to.
R(V OB B iS`•••..•
SrOfIlA1 S ,N``
Luis R. Lomas
P.E. FL No.: 62514
scut NTS a1c
09/03/14 $11 50 OF 12 L ROBERTO LOMAS
AL 14V 101000FORD RD
LEMVILE AIC 27M 104 0W dbftN
fttn aVv.Wm
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1X BUCK
SEE NOTES 3 — 7
SHEET 1
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
EXTERIOR
BACKER ROD & —
APPROVED SEALANT
BEHIND FLANGE
OPTIONAL IX BUCK —
SEE NOTE 3 — 7
SHEET 1
CONCRETE/MASONRY —
BY OTHE.45
2 1/2' MIN.
EDGE DISTANCE
m ,
1 1/4' MIN.
EMBEDMENT
f CONCRETE/MASONRY
1/4' MAX. J BY OTHERS 1/4' MAX.
SHIM SPACE •. , SHIM SPACE
OPTIONAL 1X BUCK
RIGID FILLER SEE NOTES 3 - 7
SHEET 1
RIGID FILLER
3/16' TAPCON o
INTERIOR 3/16' TAPCON INTERIOR
3/ 16- TAPCON
RIGID FILLER
1/4' MAX.
I
SHIM SPACE
L
I
1 1/4' MIN.
a EMBEDMENT
4 .O • ' I
2 1/2' MIN.
EDGE DISTANCE.
VERTICAL CROSS SECTION
CONCRET E4"SONRYWSTALLATRNJ
1mv5wms
K V DESCRFWU DATE AMNED
REVISED INSTALLATION DETAILS I 06/01/15 R.L
3 REVISED NAME AND ADDRESS I 1D/27/16 JR.L.
I
I
2 1I/2'
I
MIN.
o
EDGE
DISTANCE EXTERIOR
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
CC WCRETEftASONRY WSTAU ATEON
NOTES
1. INTERIOR AND EXTERIOR FINISHES, BYOThVM
NOT SHOWN FOR CLARITY.
2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED W ACCORDANCE WITN ASTM E2112
MI WINDOWS AND DOORS, LLC
65D W. MARKET ST.
GRATZ. PA 17030
SERIES 185 ALUMINUM FIXED WINDOW
73" X 72" NON —IMPACT
FLANGE INSTALLATION DETAILS WITH RIGID FILLERS
CPAN . m0 ID Z
J.L. 08-02357 B
s E NTS — 09/D3/14 5.4tO 11 OF 12
L ROBERTO LAWS AE
fjW WVWF0R0 RO LEINSYRLE. AOC 2?=
AN4060 0 .coo
SIGNED., 1111512016
GF NSA qd'
5dm•_ TAT SEOFX
111111111`-
Luis R. Lomas P.E.
FL No.: 62514
APPROVED
SEALANT
BEHIND FIN
J6 WOOD
SCREW
3/B' MIN jee 1
EDGE DISTANCE A i
EXTERIOR
1 1/4' MIN.
EMBEDMENT
WOOD
FRAMING
BY OTHERS
1/4' MAX. J>< __
f SIIIM SPACE WOOD FRAMING — I _
1/4" MAX
BY OTHERS SHIM SPACE
06 WOOD INTERIORSCREW
INTERIOR
1/4' MAX
I
SHIM SPACE
3/8' MIN j
S6
EDGE DISTANCE
16 WOOD 1t00D
SCREW FRAMING
APPROVED 1 1/4' MIN. BY OTHERS
SEALANT EMBEDMENT
BEHIND FIN
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
1 1/4'
IMIN.
EMBEDMENT v E
APPROVED
SEALANT
BEHIND FIN'
EXTERIOR
3/8" MIN
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X WCK WSTAUA77ON
RCVKW2
RLV DMRIPIIDN ENIE PPROV"M
A REVISED INSIALLA110N DETAILS 06/01/15 R.L.
1, R_l9SED NAME AND ADDRESS 10/27/16 R.L.
NOTES:
1. INTERIOR AND EXTERIOR FWISHES. BY OTHERS.
NOT SHOWN FOR CLARRY.
2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED INACCORDANCE WITH ASTM E21 F2
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ. PA 17D30
SERIES 185 ALUMINUM FIXED WINDOW
73" X 72" NON —IMPACT
FIN INSTALLATION DETAILS
DRAWA: DWG nD.
J.L. 1 08-02357
1^^xE NTS D"1C 09/03/14 1 mm 12 OF 12
LROW lu L01NSAE
law MODop!aw RD LEWSVYLE, AC 2=
IJ -11113 w lftff4S6wbfflaw&c=
SIGNED: 11115112076
S 1R II.
p/i'
i
OE OF_",:
js 10 OaG`
t'`
Luis R. Lomas P.E.
FL No.: 62514
Florida Building Code Online https://www.floridabu ildi ng.org/pr/pr_app_dti.aspx?param=wG EVX..
Professional--
7 "
MP=MA M'PAtIM-C'IT C.F k" Business & Regulation
r r
Or*
SCIS Mome I tog In I User Registration I Hot Topics I Submit SurWrge Stats a Facts I ft0muons I FaC Stag I SCIS Ste Map Unks I Search .
Product Approval
USER: Public User
ftAQ l.AW-RYit!11er1e > P.4i1>lK,t oi.Eiplki110D.Seattp > epAaGdt-4Lu M > Apprration oatae
FL # FL15353-R3
Application Type Revision
Code version 2017
Application Status Approved
Comments
Archived
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz, PA 17030
717) 365-3300 Ext 2560
bsitlinger@miwd.com
Authorized Signature Brent Sltlinger
bsitlinger@mlwd.com
Technical Representative
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Luis R Lomas, PE
the Evaluation Report
Florida Ucense PE-62514
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Steven M. Urlch, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
l 51353R3COIFLCOI.Rf
Standard
AAMA 450
Year
2010
1 of 3 4/13/2018, 7:26 AM
fJorida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?parain=wGEVX...
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
10/16/2017
10/23/2017
10/26/2017
12/12/2017
Summary of Products„_ —-
FL # Model, Number or Name
15353.1 15764
Description-
Horizontal Aluminum Mullion
I Limits of Use Installation Instructions
Approved for use in HVH2: No f_I.15.353-tt3-ti @-Q394$B 24f
Approved for use outside HVH2: Yes
Impact Resistant: Yes
Verified By: Luis R Lomas, PE PE-62514ICreatedbyIndependentThirdParty: Yes
Design Pressure: N/A Evaluation Reports
Other: Max single window size: 52-1/8" x 84". Max mullion FLIS353 R3 AE 5120728.QX
span: 104-1/4". I Created by independent Third Party: Yes
r15353.2 5764 I Vertical Aluminum Mullion15353.... _ .—. _._.... ._..._-._..._....._._
ii
Limits of Use 1 Installation Instructions
Approved for use in HVH2: No ELIS3,53_B3-II08_0.t9.349,p.df
Approved for use outside HVH2: Yes Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Max single window size: 52-1/8" x 84". Max mullion EL15353 R3 AE 512063B.ag
span: 83" I Created by Independent Third Party: Yes
15353.3 15765 I Horizontal Aluminum Mullion
V ---
Limits of Use I Installation Instructions
1 Approved for use in HVH2: No FLIS353 83 It 08-01449B.odf
Approved for use outside HVH2: Yes Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes I Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other, Max single window size: S2-1/8" x 84". Max mullion ELIM3 R3 AE W9718 04f
span: 156-3/8" - --- - l Created by Independent Third Party: Yes - _ -
y---
15353.4 5765 Vertical Aluminum Mullion_ -
Limits of Use Installation Instructions
Approved for use In HVH2: No FLL5353 R3 II 08-0L4408.Qdf
Approved for use outside HVH2: Yes Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaation Reports
Other: Max single window size: 52-1/8" x 84". Max mullion F1.15lu353 R3 AE _ 512064B.odf
span: 83". Created by independent Third Party: Yes
11S353.5 CM-18514 j Vertical Aluminum Mullion -- —
Limits of Use Installation Instructions
Approved for use in 1HVH2: No I FL15353 R3 11 08-01442B.gdf
Approved for use outside HVH2: Yes Verified By: Luis R Lomas, PE PE-62514
I Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Max single window size: S2-1/8" x 84". Max mulllon FLIS353 R3 AE 5.120668.Q Irf
length - 83". Created by Independent Third Party: Yes
Aluminum15353.6 CM-18520 Horizontal Mullion
Limits of Use - -- _ .- --•
r- ----- _
Approved for use in HVHZ: No
Approved for use outside HVH2: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Max single window size - 52-1/8" x 84". Max mullion
span - 156-3/8"
Installation Instructions
FLIS353 R3 11 08-014518.Qa
Verified By: Luis R Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FLIS353 R3 AE 5120758.0df
Created by Independent Third Party: Yes
15353.7 CM-18S23 Horizontal Aluminum Mullion
2 of 3 4/13/2018, 7:26 AM
Florida Building Code Online https://wtvw.floridabuilding.org/pr/pr app_dtl,aspx?param=wGEVX..!
Limits of Use Installation Instructions
Approved for use In HVHZ: No f-L15M3jt3 [l 08=0J_452 .pdf
Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes Created by Independent Third Party- Yes
Design Pressure: N/A Evaluation Reports
Other: Max single window size - 52-1/8" x 84". Max mullion FL15353- R3AE 512076B.pdf
span - 104-1/4". Created by Independent Third Party: Yes
15353.8 i CM-18531 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No fL15353- R3 [I- OQ014430.pdf
Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Max single window size: 52-1/8" x 84". Max mullion 15353-R3 AE 5j20067B.odj
span - 83" Created by Independent Third Party: Yes
15353.9 - ( CM-18532 _ -_
i
Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use In HVHZ: No F_L15.3$3R3 [I 08 01453B.p f
Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Max single window size - 52-1/8" x 84". Max mullion E=!5_3_3_AE 5120 7B.pdf
span - 156-3/8" Created by Independent Third Party: Yes
153S3.10 CM-18533 Vertical Aluminum Mullion`
Limits of Use Installation Instructions
Approved for use In HVHZ: No gl-3_V$3 R3 LI 08_014440.,pgf
Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Max single window size: 52-1/8" x 84". Max mullion fL15353 R3_A_F_512.068B.pdr
span: 83" Created by Independent Third Party: Yes
15353.11 CM-18534 Horizontal Aluminum Mullion —
Limits of Use Installation Instructions —
Approved for use In HVHZ: No Ek1_5353 R3 II 08-014548.pdf
Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Max single window size: 52-1/8" x 84". Max mullion fus35.3A3 AE 1207811 pAf
span: 156-318". - — Created by Independent Third Party: Yes
aadt Na:rt
iOIlt&2.US :: FL 32399I'p1tL950-497-tej9
The State of Florida d an AA eEO employe S00°rioht 2007-2011 State of Florida .:: Bt Sy Statement :: ak<aep., e._.. ., gerund Statement
under Florida taw, aural addresses are Cable records. ff you do not want your a-mal address released in response to a pullet -records request, do not send electronic
mad to this entity. Instead. Contact the office by phone or by traditional mat V you have any questions. please contact OSO.467.139S. •Pursuant to SeCdon
45S.27S(11, Florida Statutes, effective October 1, 2012, kensees licensed under Chapter 455, F.S. must provide the Oepertment with an emal address r they have
one. The emalls provided may be used for oRrchl eommuMcatlon with the acersee. However emal addresses are pubic record. IT you do not wish to supply a
personal address, please provide the Oepartment with an email address which can be made avalable to the pLek. To determine I you are a licensee under Chapter
ass, F.S. please crick lim.
Product Approval Accepts.-
den
Credit Card
Safe
3 of 3 4/13/2018, 7:26 AM
nbrS:
1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 10
COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE.
2) WOOD FRAWNC TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE_ FRAMING IS THE
RESPOKSIBIL17Y OF THE ARCHITECT OR ENGINEER OF RECORD.
3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE
DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION
FACTOR Cd=T.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS
PRODUCT IN WIND BDRNE DEBRIS REGIONS UP TO WIND ZONE 3.
5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS
DOCUMENT APPLY ONLY 70 MULLION. WINDOWS MUST BE APPROVED
UNDER SEPARATE APPROVAL.
6) SINGLE WINDOWS 70 BE MULLED ARE NOT LIMITED TO THOSE
SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED EY MI
WINDOWS AND DOORS, INC.
7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE
LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL
WINDOW OR DOOR UNIT.
6) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE
UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS
ANCHORED AS SHOWN HEREIN.
9) MULLION VERTICAL INSTALLATION IS SHOWN. MULLION MAY BE USED
IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED
HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING
TO THIS DOCUMENT.
DESIGN PRESSURE TABLE INSTRUCTIONS:
1) DEFINE REOUIRED DESIGN LOAD PER FLORIDA BUILDING CODE
CHAPTER 16.
2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON
PRODUCT 10 BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH.
3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT
INE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION
SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING
FOR PRODUCT IN STEP 2.
MULLION RATING MUST BE EOUAL OR GREATER THAN REOUIRED
DESIGN PRESSURE OBTAINED IN STEP 1.
R!V I 0Cd115`110N VAIr APPAWCD
A REVISED INSTALLATION DETAILS 06/1O/1S R.L
9 REVISED ANCHORING NOTES R INSTL DET. 06/07/17 R.L.
ANCHORING NOTES:
1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD
SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM
EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS
SHEET 3.
2) FOR ANCHORING INTO CONCRETE USE 1/4' ELCO ULTRCON TAPCON
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM
EMBEDMENT WITH I" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS
SHOWN IN INSTALLATION DETAILS SHEET 3.
3) FOR ANCHORING INTO METAL USE #10 SMS OR SELF DRILLING
SCREW WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM
BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHDWN
IN INSTALLATION DETAILS SHEET 3.
4) ALL FASTENERS TO BE CORROSION RESISTANT.
5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND
ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS
LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,20D PSI.
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N.
TYPE 1 (OR GREATER).
D. METAL STRUCTURE -STEEL 18GA (.048') FY=33KSI/FU-52KSI
OR ALUMINUM 6063-75 FU-30KSI .062' THICK MINIMUM.
6) FOR ATTACHING WINDOW UNITS TO MULLION USE f1D SELF TAPPING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM
EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE
SCREWS 6" FROM EACH MULLION END AND 12' MAX. O.C.
THEREAFTER. STAGGER SCREV.S AT EACH WINDOW.
TRrauTARY WIDTH =
W1 + W2
2
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ. PA 17030-037D
5764 — VERTICAL MULLION
63
TABLE OF CONTENTS GENERALIONOTESN
SHEET NO. DESCRIPTION OWN: DNC No.
1 NOTES V.L. D6-01439
2 CONFIGURATIONS AND DP CHART SCAtE NTS o'h 01/11/12 1 SNEO 1 OF 4
3 INSTALLATION DETAILS L ROBEMO LOILA.S P.E.
149t Wo0DF WD AD LE WrSMUE, NC 2W
4 COMPONEN75 4S&A&&06M Mn1tt®blamssPaodn
SIGNED: 101132017
J`
5 R 11. ////
GENS 9d+%
N 11111p1`-
Luis R. Lomas P.E.
FL No.: 62514
RENIsms
J 107 3/8' 107 3/8' 1D7 3/B' pL PlION w1L Nawam
COMBINED WIDTH COMBINED WIDTH 11F• COMBINED WIDTH
A REVISED INSTALLATION DETALS 06/10/15 R.L.
iW1 I-- W2 W1 W2 i I- W1 -1F-- W2 -
B REVISED ANCHORING NOTES do INSTL OCT. 06/07/17I.R.L.
FRAME Y WINDOW FRAME LOW WINDOW
HEIGHT WINDOW WINDOW HEIGHT WINDOW HEIGHT
MULLION (MULLION (MULLION
SPAN) ( ! SPAN) SPAN) /
107 3/8'
COMBINED
WIDTHqF_ W1 W2
83' WINDOW
FRAME
HEIGHT WI WINDOV
MULLION I
SPAN) I
W1 tY2
107 3/8'
COMBINED WIDTH
De sl essure roun
Mullion
span n
Tributary
1113 25.50
width (in)
1 30.00 1 42.00 9A00 62.13
25.00 120. 0 12 Q 0 I 12D.01 124 0 12D. 0 120. 0
7.38 12OL0 120. 0 120. 0 1 T0. 0 120. 0 120. 0 49.
63 120.0 98.3 81.2 7&9 75.2 75.1 62.
00 71.0 52.2 39.7 35.9 33.4 32.3 AS.
63 59.6 43.7 33.0 29.6 27.4 26.3 7t00
44.8 32.7 24.4 21.8 119 110 64.
00 267 2D.3 LARGE
AND SMALL MISSILE IMPACT. LEVEL D. WIND ZONE 3 DIMENSIONS
IN CHART ARE FRAME DIMENSONS AND DO NOT INCLUDE
FLANGE. FW,
107
3/8" COMBINED
WIDTH w2
3'
I WINDOWFRAME JHEIGHT
W7NDO MULLION
SPAN)
J
wI -{{-
W2 IN
3/8- COMBINED
WIDTH p'
I107
3/8' COMBINED
WIDTH I
r- V12 3'
J J WINDOW J F
HEIGHT
j WINDW MULLION
SPAN)
I
APPROVED
CONFIGURATIONS MULTIPLE
UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH
DOES NOT EXCEED f07 34i'AS SHOWN HEREIN Deshm
a mssure rauna fast) whA reDer Mullion
span
On) 18.1J 2S.50 butary
width 3l.
00 42.00 in
4B.
00 52.1J 25.
00 120.0 120.0 120.0 120.0 120.0 12D.0 37.
38 120.0 12CL0 12D.0 120.0 120.0 12DL0 49.63 120.
0 98.3 81.2 70.9 75.2 75.1 02.00 95.
2 70.0 53.3 481 4a.8 434 6&63 0.
0 58.8 44.2 39.7 3&7 35.3 72.00 60.
3 43.9 32.8 29.2 26.7 25.5 64.00 37.
7 27.3 20.1 17.7 tl% o 15.1 LARGE AND SMALL
MISSILE IMPACT. LEVEL D. WIND ZCNE 3 DIMENSIONS IN CHART
ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. w1
JI-- W2
107 3/8'
COMBINED WIDTH MI
WINDOWS AND
DOORS, LLC 650 WEST MARKET
STREET GRATZ. PA 17030-
0370 5764 - VERTICAL MULLION
83" MULLION SPAN
APPROVED CONFIGURATIONS AND
RATING CHARTS V.L. D8-
01439 NTS - 01/11/
12 514-" 2 OF L ROSERID L011NS
P.E 1431 KWOF RORD
LEWISYLLE. Ai: 2= 44"488480 boas
SIGNED: 1011312017 1/
111111111`" Luis
R. Lomos
P.E. FL No.: 62514
1• MIN
EDGE DISTANCE
MASONRY/CONCRETE
BY OTHERS
1 1/4"
MIN. EMBEDMENT
r-
1/4• ELCO ULTRACON TAPCON
SECT5796
CLIP
OPTIONAL
REBAR
MULLION
M7000022
CLIP
I 1 110 WOOD SCREW
I
1
I
1 3/6• MIN.
EMBEDMENT
WOOD FRAMING/
1/2- MIN.2X BUCK
EDGE
I
BY OTHERSEF— DISTANCE
VERTICAL
CROSS SECTION MASONRYAGONCRETE
AND WOOD FAAAIM INSTALLATION
NOTE:
CLIPS MAY BE USED IN MASONRY/CONCRETE OR
WOOD FRAMING SUBSTRATE. DEVG
DESC1'
m141N DATE APRIWCD REVISED
wSTALLOMN DETAILS 05/10/15 R.L REVISED
ANCHORING NDTES k INSTL DET. 06/07/17 1 R.L. MT000022
CLIP
r
If".
K.#10 SMS OR SELF
DRILLING SCREW
METAL
1/
2- MIN. STRUCTURE EDGE
BY OTHERS DISTANCE
VERTICAL
CROSS SECTION METAL
INSTALLATION MI
WINDOWS AND DOORS, LLC 650
WEST MARKET STREET GRATZ.
PA 17030-0370 5764 —
VERTICAL MULLION 53"
MULLION SPAN INSTALLATION
DETAILS DTc
R o c UD, V.
L. D8-01439 MAU
NTS D"n .01/11/12 —3 OF 4 L
ROBERTO LLYMS P.E IA7
KV00MRO RD L.EWSVILLE NC 27M 436.
60.OW lgams smmDemn SIGNED:
101*2017 5111
1 I IL1o//,,i
SATE
OF ; ,h ORIOP•
P: Luis
R. Lomas P.E. FL
No.: 62514
I- 2.140' -{
I
125'
SECT5764 MULLION
AWMINUM 600D•T6. t2S' THICK
1- 0.688'
T
1`
RF--185 2 REBAR
16 GA (.052) GALVANIZED STEEL
NOTES: 1. CLIPS MAY BE USED IN
MASONRY/CONCRETE OR WOOD FRAMING
SUBSTRATE.
2. FOR WOOD & METAL INSTALLATION
USE ALL FOUR ANCHOR LOCATIONS.
3. FOR CONCRETE INSTALLATION USE 2
ANCHOR LOCATIONS ONLY WITH 3 1/4'
SEPARATION BETWEEN ANCHORS.
3.261'
1.375'
0.625'
3.250"
0.843"
I 4.000`
O
MT000022 CLIP
16G4 1.007 GALVANIZED STEEL
SEE NOTE 2 6 3. THIS SHEET.
3.750'
2.189' -
1. 0." 0.375'
i-
0.843'
T- .2X 60.210'
1.562' ^
l_
I
I
t.562`
SECT5796 CLIP
FOR WOW FRAMING DLSTALLATTON
ALUMINUA1606.4•TS. t2rTHICK
REV610MS
DESCRPIIWN I Mit APPROVED
REVISED INSTALLATION DETAILS OS/10/15 R.L.
RCASED ANCHORMC NOTES & INSTL DET. 06/07/17 R.L.
3.750"
1.000'
I
0.375'
0.422' 2.
032' 2.875' 0.
84} 3' T -
SECT5796
CLIP 2X 00.210' FOR
CONCRETE LVSTAL LATION ALUMINUM
606.T•75.125' THICK MI
WINDOWS AND DOORS, LLC 650
WEST MARKET STREET GRATZ.
PA 17030-0370 5764 -
VERTICAL MUWON 83"
MULLION SPAN COMPONENTS
ORww:
oaR no. V.
L. 08-01439 SSE
NTS DATE 01/11/12 S-4 OF 4 L
RC6ERTD LOANS AE 4X
W00DFORD RD LE%lSVIU4 4/C 27W 4saa
mn SIGNED:
1011312017 511RE `)
0 Njq
2*•
D 5 ••*= E
Of ; t F•:
OR10P• Luis
R. Lomas P.E. FL
No.: 62514
Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_gtl.aspx?param=wGEV X...
U
Professional Regulation
rm rar:r
aCLS Home I tog In I User Registration I Hot Tapia I Submt Surcharge 1 State a Facts i PUbeCitions I FBC Staff I eCIS Site Map ! Links I Search
Fl rida
Product ApprovaldUSER: Public User
r't aprs
l3Qguct.appmvtlMertY P10mKt.Or Aeoatelion Search a Aaakatlmi 11st a Appautlon Detail
FL # FL13223-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer James Hardie Building Products, Inc.
Address/Phone/Email 26300 La Alameda
Ste. 250
Mission Viejo, CA 92691
909)349-2927
pingsheng.zhu@jameshardle.com
Authorized Signature Pingsheng Zhu
pingsheng.zhu@jameshardle.com
Technical Representative Pingsheng Zhu
Address/Phone/Email 10901 Elm Ave.
Fontana, CA 92337
909)349-2927
pingsheng.zhu@jameshardle.com
Quality Assurance Representative Pingsheng Zhu
Address/Phone/Email 10901 Elm Ave.
Fontana, CA 92337
909)349-2927
pingsheng.zhu@jameshardle.com
Category Panel Walls
Subcategory Siding
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Ronald 1. Ogawa
the Evaluation Report
Florida License PE-24121
Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity
Quality Assurance Contract Expiration Date 12/31/2020
Validated By John Southard, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence EL13223 R4 COI RIO - Certificate of Indenendence.odf
Referenced Standard and Year (of Standard) Standard
ASTM C1186
ASTM E330
Year
2007
2002
I of 3 4/13/2018, 7:29 AM
Florida Building Code Online https://www.tloridabuilding.org/pr/pr app_4ti.aspx?param=wGEVX..!-
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Florida Licensed Professional Engineer or Architect
3222-M-Eguly RIO-26928-17 AM C1186 egulvalencv.odf
Method 1 Option D
08/09/2017
08/2s/2017
08/28/2017
10/10/2017
Summary of Products
FL # Model, Number or Name
13223.1 I Cempanel Siding -- —
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: For use Inside a HVHZ Install in accordance with NOA
17-0406.06
13223.2 I HardiePanel SidingY —
t_ -
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: For use Inside a HVHZ Install In accordance with NOA
17-0406.06
113223.3 Prevail Panel. Siding
Limits of Use
II
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
i Impact Resistant: N/A
Design Pressure: N/A
Other: For use Inside a HVHZ Install in accordance with NOA
17-0406.06
Description
fiber -cement panel siding
Installation Instructions
FL13223 R4 11 4emppp_e Installatlon.pdf
F113223 R4 I( NQA 37-0406 06.Qdf
FL13223 R4 It RIP 2689 17 Panel to Furrina.pdf
FL13223--R4-11 RIO-2686-17 Panel Wood Metal Framep f
Verified By. Ronald I. Ogawa 24121
Created by Independent Third Party: No
Evaluation Reports
L 2 R4 AE_NOA 17-U406.06.Q ff
FL13223 R4 AEA-2689-17 Panel to Furrino.pdf
L13223 R4 AF, g 0-2686-17 Panel Wood Metal Frame.pdf
Created by Independent Third Party: Yes
fiber -cement panel siding
Installation Instructions
FL13223 R4 I[ lardiePanel-ILtstallation.pdf
FL13223 R4 II NQA UA0j0.06,pdf
fL13223 R4_ILftfO 2689-17 Pagel to_Furring.pdf
F413223 R4 Il RIO-2686-17 Panel WtLod M Frame.pdf
verified By: Ronald I. Ogawa 24121
Created by Independent Third Party: No
Evaluation Reports
FL13223 R4 AE NOA 17-0406.06.pdf
FL13223 R4 AE RIO 2689 17 Panel to furrinopdf
FL13223 R4 AE RIQ-2686-17 Panel Wood Metal Framepdf
Created by Independent Third Party: Yes-
fiber -cement panel siding
Installation Instructions
FL!3223 R4 11 NOA 17-0406_06.pdf
FL13223 R4 II Prevail-Panel-Installation.pdf
fLt3223 R4 ll RIO 2689-17 Panel to Furringpdf
FL13223 R4 11 RIO-2686-17 Panel Wood Metal_Frame.pdf
Verified By: Ronald I. Ogawa 24121
Created by Independent Third Party: No
Evaluation Reports
FL13223 R4 AE NQA 17-04064G1pof
W3223 R4 AE RIO 2689-17 ft eLLo Fyjdna:pdf
FL13223 R4 AE RIO_2686-17 Panel Wood Metal frame.pdf
Created by Independent Third Party: Yes
Bade Neet
CAe&et u< :: iLStoae.Eoad-083 )Onee.F.L.32399 Panne: 9so-e97-1924
The State of FbMa is an AA/EE0 empbyer. fnnvrbla 7007- 011 S .t, of Flodda- :: E&AQ SMeMWt :: A[[ess b§ty SMkeM= :: Refund Statement
2 of 3 4/ 13/2018, 7:29 AM
Rlorida Building Code Online https:/Iwww.11oridabuilding.org/pr/pr app_4tl.aspx?param=wGEVX...
Under Fbnda law, small addresses are puck records. If you do not want your e-mal address released In response to a pudic -records request, do not send electronic
Mal to this entity. Instead, contact the office by phone of by traditional Mal. If you have any questions. please contact 8S0.487.139S. •Pursuant to Sectbn
4SS.27S(1), Florida Statutes, elfective October 1, 2012, Ikenaela licensed urderChapter 4SS. F.S. must provide the Department wah an emal address f they nave
one. The emaas provided may be used for official communiratbn with the ltensee. However emal addresses are pudic record. If you do not with to supply a
personal address, please provide the Department with an small address which can be made available to the public. To determine if you are a lcersee under Chapter
45S, F.S., please click UML.
Product Approval Accepts:
MM it-
lilliel
Credit Card
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3 of 4/13/2018, 7:29 AM
Florida Product Approval
HardiePanel® Siding
For use inside HVHZ:
o HardiePanel Siding fastener types, fastening schedule, and installation
shall be in accordance with the Miami -Dade County Florida NOA 17-
0406.06. Consult the HardiePanel product installation instructions on the
follow pages for all other installation requirements.
For use outside of HVHZ,
o HardiePanel Siding fastener types, fastening schedule, and installation
shall be in accordance with Engineering Evaluation Reports RIO-2686-17
or RIO-2689-17. Consult the HardiePanel product installation instructions
on the follow pages for all other installation requirements.
0
HardiePanel"AX 10. ,% amesHardle
Vertical Siding
INSTALLATION REQUIREMENTS RESIDENTIAL SINGLE FAMILY ONLY . PRIMED & COLORPUTSz PRODUCTS
EFFECTIVE SEPTEMBER
I Ylsii kxkr.frhmestardle.can for the mom no version.
SMOOTH - CEDARMILLID • SELECT SIERRA 8 • STUCCO
IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE
WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES,
AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS.
INSTALLATION OF HZ10T"' PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES
TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE)
STORAGE & HANDLING:
Store flat and keep dry and
covered prior to Installation. Installing
siding wet or saturated may result in
shrinkage at butt joints. Carry planks
on edge. Protect edges and comers
from breakage. James Hardie is not
responsible for damage caused
by Improper storage and handling of
the product.
CUTTING INSTRUCTIONS
OUMOORS INDOORS
1. Position cueing station 9D that wind will Mow dust avlay from user 1. Cut only using score and snap. or shears (manual, electric or pneumatic).
and others in worldrrgg area 2. Position cutting station in well -ventilated area
2 Luse one of are fdlDvhg Mhodl
a best i. Score and snap
I. Shears (marwal, electric or pneumatic) NEVER use a power saw Indoors
b. Beeer: 1. Oust redudng draAar saw eVoed with a NEVER use a dic lar saw Made that does mt ray the IarQrl llade saw Made trademark
ilarQeBlade saw Made and F'A raarum arbedtah NEVER dry %veep — Use wet suppression or HEPA Vacuum
c. Good: L Dust :educing drolar saw Wt h a KiffaBlade saw blade
only to for iav to moderate cutting)
Important NOW for aWmum protectiort (mvest respirable dust loroductbn), James Hartle recomrnends always tshtg'Berd'•kW cutting methods where feashte.
resp4ators can be used in conjunction wlh
hie coin m tarp you determine t a most ap
h the above wactioes. you should alvievs o
errehae Aral swures Additional emmn Information Is available
ra iab requtrarertM. II aortbern sell etdsts about W& or you
inner err coned James Hartle tar hmher Irdormalion. sooeora
GENERAL REQUIREMENTS:
These instructions to be used for residential single family installations only. For Commercial / Multi -Family installation requirements go to twrw.JameshludeCommarclal.eom
HardiePanel• vortical sling can be Installed over braced wood or steel studs spaced a maldmum of 24" o.c. See genemal fastening requirements. Irregulaitties to .
training and sheathing can mirror through the finbtted application. James Hardie recommends installing HardiePanel on a capillary break (raulsaeen/trurrirg) as a best practice.
Information on Installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. lamehardle.com
A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with
penetration and junction flashing in accordance with local building code requirements. James Hardie Will assume no responsibility for water infiltration. James
Hardie does manufacture HardieWrap® Weather Barrier, a non -woven non -perforated housewrapl , which complies with building code requirements.
When installing James Hardie products all clearance details in figs. 5,6,7,8,9,10&11 must be followed.
Adjacent finished grade must slope away from the building In accordance with local building codes - typically a minimum of 6" in the first 10'.
Do not install James Hardie products, such that they may remain in contact with standing water.
HardiePanel vertical siding may be installed on vertical wall applications only.
DO NOT use HardiePanel vertical siding in Fascia or Trim applications.
Some application am not suitable for ColorPlus. Refer to ColorPlus section page 3.
00 N01 use stain, oil/alkyd base paint or powder coating on James Hardie®Products.
For larger projects, including commercial and mulli-family projects, where the span of the wall is significant In length, the designer and/or architect should take
Into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin
8'Expansion Characteristics' at www.JamesHardle.com.
INSTALLATION:
Joint TreatmentFastenerRequirements •
Vertical Joints - Install panels in moderate contact (fig. 1). alternativelyPositionfasteners3/8" from panel edges and no closer than
2" away from corners. Do not nail Into corners. joints may also be covered with battens, PVC or metal jointers or
HardiePanel Vertical Siding nailInoInstallation• caulked (Not applicable to ColorPlus• Finish) (fig. 2).
Framing must be provided at horizontal and vertical edges for nailing. Horizontal Joints Provide Z flashing at all horizontal joints (fig. 3).
HardiePanel vertical siding must be joined on stud. Figure 2 Figure 3
watAF-redstive barter water -resistive barrier
Double stud may be required to maintain minimum edge 3y 4 stud 2 x 4 stud
NB
nailing distances.
Figure 1
water -resistive
barrier
sheathing
keee nallc
r_
3/a min.
from panel
edges
plate
O
keep fasteners 2'
away from comere
HardlePanel
vertical siding
r1
moderate contact
4—upper pane ' upperpanel no
not 1/4' gap Dora) 1/4' gap Caulk
Caulk Batten
Joint "H" Joint '`t flasn6lg f t•ileshing water-
resiative barrier deooralive C
2 x 4 stud 4_
a band
board bwer
O
panel
leeva
appropriate gap betwearn panels,
then kaiak' Caulk
Joint 63ol
applies Is to Colofte I" Apply
caulk in accordance with caulk marwdackwa
written application instwions. Far
additional information on HardieWraptm Weather Barrier, consult James Hardle at 1.866-4Hardle or wA w.hardlewrap.com Figure
4 Recommendation:
When Installing
Sierra 8, providea doubleshrdatpanelblots
to avoid nmmg tfvagh
grooves• _r U WARNING:
AVOID BREATHING SILICA DUST Wna
llarde• prods contain respirable crystalline d1m, vdit B krom to the gate d CAI&da m cause cancer and to tvmlamad W IARC mind NM to be a terse d cum ton some owpatlmM sources. Breathing acesShemMnadSdrespirablesftdug
can do cause ad" and poteld1*18Wlung dsMeall d1coals, and Some am sutigm 61pok!" may Increase these risks. otMg hatalboon a hmdhp: (
I) work to Wibor move with ample vmhULVMn, (r use 4oaumem dnears fa amYp err. rAnme nd leadok, tax a Hareesaw DWde are dust•re Jnp dralarsaw mladhed too HEPA vaanrn; rg warn dflms
h me Irturhedate mea N wear a paned, MOSN•apDre ed mat malt or raphma (eg. N•95) m acaordar•ce wan appticahb gDrmrrnmo repulatYmro mkf matnuhdc4sm hsWcearks m hsder Bob reSplrehN talip e>
ahoaaes. Ouhg tlemn•up, nee N A varaaalet p wet damp methods • nevm try sxeep. car Inall•m IntomallDn, ram ro ac hwatktlon Iratlueoms and MatmW Briery Data Shed evaeahla at www 1masharde.eom
err car eersg I-800-201101E (1-80a942.13q. FAIIM TO ADHERE MGM WARMGS, MSOS, AND INSTALLATION LY.STRl ONS MAY LEAD TO SENOUS PSISM& IUM OR DEATH. 0mma HS1236 . P1/
3
1/13
ARM o•
CLEARANCES
Install siding and trim products in Maintain a minimum 1" Maintain a minimum 1" - 2" clearance At the juncture of the roof and vertical Maintain a 1/4"
compliance with local building code - 2" clearance between between James Hardie products surfaces, flashing and counterflashing clearance between
requirements for clearance between James Hardie and decking material. shall be installed per the roofing the bottom of James
manufacturer's Instructions. Provide a Hardie products andthebottomedgeofthesidingandproductsandpaths, Figure 7 minimum 1 "- 2" clearance between horizontal flashing.
the adjacent finished grade. steps and driveways.
Figure 5 cad /
Figure 6
comes
6' min. I Awmaticn
Maintain a minimum 1 " gap
between gutter end caps and
siding 8 trim.
Figure g
siding
boa
gutter and end tap
Do not bridge floors vAth HardisPanelA siding. horizontal
joints shw1d alveys be created between floors fig.10).
Water -
Rests"
Figure 10
flamer Framirq
Horizontal flOOfift
Trim
1
sheathing Z
fasde HardePanet• 109—
BLOCKED PENETRATIONS ,..
Penetrations such as hose bibs and holes 1 3V or larger such as dryer vents
should have a block of Trim around point of penetration.
GENERAL FASTENING REQUIREMENTS
Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are
acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality,
hot -dipped galvanized nails. James Hardie Is not responsible for the corrosion resistance of
fasteners. Stainless steel fasteners are recommended when installing James Hardie products near
the ocean, large bodies of water, or in very humid climates.
Consult applicable product evaluation or listing for correct fastener type and placement to achieve
specific design wind loads.
NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have
specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable
compliance documentation.
Drive fasteners perpendicular to siding and framing.
Fastener heads should fit snug against siding (no air space). (fig. A)
Do not aver -drive nail heads or drive nails at an angle.
It nail is countersunk, fill nail hole and add a nail. (fig. B)
For wood framing, under driven nails should be hit flush to the plank with a hammer (for steel
framing, remove and replace naiq.
NOTE: Whenever a structural member Is present, HardiePlank should be fastened with even
spacing to the structural member. The tables allowing direct to OSB orplywood should only be
used when traditional framing is not available.
Do not use aluminum fasteners, staples, or clipped head nails.
Snug Flush
Countersunk
LYN fill 8 add nail
Figure A
EJ
Figure B
do not under
drive nails ooNOTSTAPLE
the roofing and the bottom edge of the Do not caulk gap.
siding and trim. Refer to fig. 3 on
Figure 8 page 1.
M-41
Z'mm.
KICKOUT FLASHING
Because of the volume of water that can pour down a sloped
roof, one of the most critical flashing details occurs where a
roof intersects a sidewall. The roof must be flashed with stop
flashing. Where the roof terminates, Install a kickout to deflect
water away from the siding. It is best to install a sett -adhering
membrane on the wall before the subfascla and trim boards
are nailed in plan, and then come back to Install die kickout.
Figure 11, Kickout Flashing To prevent water from
dumping behind the siding and the end of the roof
intersection, install a "kickout" as required by IRC rode
R905.2.8.3 : "...flashing shall be a min. of 4" high and 4'
wide.' James Hardie recommends the kickout be angled
between 1000 -110e to maximize water deflection
Figue
PNEUMATIC FASTENING
James Hardie products can be hand nailed or fastened with a
pneumatic tool. Pneumatic fastening is highly recommended.
Set air pressure so that the fastener is driven snug with the
surface of the siding. A flush mount attachment on the
pneumatic tool is recommended. This will help control the
depth the nail is driven. If setting the nail depth proves difficult,
choose a setting that under drives the nail. (Drive under driven
nails snug with a smooth faced hammer - Does not apply for
installation to steel framing).
HS1236 - P2/3 8/13
AX7202.
CAULKING
For hest results use an Elastomedc Joint Sealant eompying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834.
Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other catllldng
manufacturers do not allow tooling.
DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section
CUT EDGE TREATMENT PAINTING
Caulk, paint or prime all field cut edges. I DO NOT use stain, olValkyd base paint, or powder coating an James Hardie® Products. James Hardie products
James Hardie touch-up Idts are required must be painted within 180 days for primed product and 90 days for unpdmed.100% acrylic topcoats are
to touch-up CotorPlus products. recommended. Do not paint when wet. For application rates refer to paint manufacturers specification.
Bade -rolling Is recommended If the siding is sprayed.
COLORPLUS• TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE
Care should be taken when handling and cutting James Hardie® ColorPIusG products. During Installation use a wet soft cloth or soft brush to
gently wipe off any residue or construction dust left on the product, then rinse with a garden hose.
Touch up nicks, scrapes and nail heads using the ColorPlus® Technology touch-up applicator. Touch-up should be used sparingly.
If large areas require touch-up, replace the damaged area with new HardiePanelO siding with ColorPlus Technology.
Laminate sheet must be removed immediately after installation of each course.
Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPluse product dealer.
Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer.
Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products.
Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie
touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty.
The following outlines the recommended applications for ColorPlus and Primed panels. Not all designs will be suitable for
every application:
Exposed fasteners or battens is the recommended application for ColorPlus panel products
Do not use touch-up over fastener heads for smooth ColorPlus products - primed panel recommended
For ColorPlus panel applications that require fasteners in the field, it is acceptable to use touch-up over fasteners for Cedarrnill and Stucco panel
only, but correct touch-up application Is important. Some colors may show touch-up when applied over fasteners. Trim is recommended to cover
joints when appropriate.
PAINTING JAMES HARDIE• SIDING AND TRIM PRODUCTS WITH COLORPLUS• TECHNOLOGY
When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application:
Ensure the surface is clean, dry, and free of any dust, dirt, or mildew
Repriming is normally not necessary
100% acrylic topcoats are recommended
DO NOT use stain, oiValkyd base paint, or powder coating on James Hardie® Products
Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application
temperature
K01)(1farION: In a000rdartee wim ICC-ES Ewluallon Report EM-1844, HanbParde wdleal ddktg is mooAttaed as a suMe aaernate m Nat spedlled Inc ore 2006.2009, b 20121ntematlmal i 1 Code tar ono-aw
To&I'mnay Oraallirfls aM the 2006, 2009. & 2012 Eroema6orul euaditg Cale. Hardd%M anaal sldlrtp Is also famgrtiatd for application In the folaft City of Los Angel flasearch Nepon No. 24862. Slate of nodda
fktinp FU889, Dade Cart . norbaa f10A W. 02-0729.02. U.S. 00. d HUD Walsh eelease 126X Teas eeparurem of hwance Ptndud EvekWon (C-23, Cky of new Yak MEA 223.93-A1, and California I)SA PA-019.
These dodera m stt M am ore awWW for eatitional ktionr6 b concefrtlrtp eta ada0mty of ride product far spedfc eppft afbm.
2013 James Hardie euildbnp Products. All rights reserved. Additional Installation Information, TM. SM. and ® denote trademarks or registered uademarla of
James HardleTerhnology Limited at is a registered Warranties, and Warnings are available at .lamesHardle
trademark or James Hardie Technology United. www.omeshardia.com
HS1236 - P3/J IBM
Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX..: i
Business • Professional
ram• _
SCl3 Home I top In I User Registration I riot Topics ; Submit surcharge I State A Facts I FuNcatbns I FaC Stag 1 eCiS Ste Map I Unks 1 Search
F'
re Product Approval
USER: Pubic User
P1t}dl4A=va1 Memr > DUM > A9pMllgfljKt > AppgmtMn ootaa
FL # FL12194-R7
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Aluminum Coils, Inc.
Address/Phone/Emall 5001 West Knox Street
Tbmpa, FL 33634
813)249-9743
grahman@aluminumcoilsinc.com
Authorized Signature Gareth Rahman
grahman@aluminumcoilsinc.com
Technical Representative Paul Frost
Address/Phone/Email 5001 West Knox Street
Tampa, FL 33634
813)249-9742
PFrost@alum[numcolisinc.com
Quality Assurance Representative
Address/Phone/Email
Category Panel Walls
Subcategory Soffits
i
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer ;
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Zachary R. Priest
the Evaluation Report
Florida License PE-74021
Quality Assurance Entity PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date 06/19/2020
Validated By Locke Bowden P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence FL12194 R7 COI ALSJ 5001.4 2017 FBC Ev lua Ion ReP-rt04 T4
Soffits Finp1_Ild.(
Referenced Standard and Year (of Standard) Standard Year
AAMA 1402 2009
Equivalence of Product Standards
Certified By
1 of 4/13/2018, 7:37 AM
Florida Building Code Online htips://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX.... ;
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 12/15/2017
Date Validated 12/15/2017
Date Pending FBC Approval 12/20/2017
Date Approved 02/13/2018
Summary of Products
Model, Number or Name Description —
112194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels '-
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12194 R7_ II ALC1S00 .4 2017 FBC Evaluation Rem
Approved for use outside HVHZ: Yes Q4 T4 Soffits nnal.odf
Impact Resistant, N/A Verified By: Zachary R. Priest PE-74021
Design Pressure: +80/-90 Created by Independent Third Party: Yes
Other: See Evaluation Report for limits of use. Evaluation Reports
FLl 194 R7 AE ALC15001.4 2017 FBC Evaluation Ream
Q4 T4 Soffits Flnal.pd
Created by Independent Third Party: Yes
Bads Heist
S.ulitecl.U.S:: 2601 Stan stage Bead 7L0ahassee.E 32i4Y Phone: aSo•497.1a2A
The State of Florida ban AA/D39 employer. CopYdght 2007.201 ] State.df.Ebrila, :: fMyacy_Sta Meat :: ACOSSpaty-Statement :: R evh tatemm
Under Florida law, emal addresses are pubis records. If you do not want your a -mall address released In response to a puht-records request, do not send electronic
mad to this entity. Instead, contact the office by phone or by traditional mad. 9 you have and questions, please Contact 950.487.139S. -Pursuant to Section
455.275(1), Florida Statutes, effective October t, 2012, licensees tensed under Chapter 4S5, F.S. must provide the Department wd.h an emaa address If they have
one. rho emags provided may be used for official communication with the licensee. However emal addresses are public record. It you do not wish to supply a
pemonai address, please provide the Department with an emal address which can be made available to the public. To determine it you are a licensee under Chapter
455, F.S., please click hM.
Product Approval Accepts:
L00 Kth
Credit Card
Sate
2 of 2 4/13/2018, 7:37 AM
CREEK
TECHNICAL SERVICES, LLC
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
813) 480-3421
EVALUATION REPORT FLORIDA BuILOING CODE 6"' EDITION (2017)
Manufacturer: ALUMINUM COILS, INC. Issued December 14, 2017
5001 West Knox Street
Tampa, FL 33634
813) 249-9743
www.aluminumcoilsinc.com
Manufacturing: Tampa, FL
Quality Assurance: PRI Construction Materials Technologies (OUA9110)
SCOPE
Category: Panel Walls
Subcategory: Soffits
Code Sections: 1404.5.1. 1709.10
Properties: Wind Resistance
REFERENCES
Entity Report No. Standard Year
Certified Testing Laboratories (TST1577) CTLA 1947W AAMA 1402 2009
Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009
PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009
PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009
PRI Construction Materials Technologies (TST5878) ACIX-008-02-01 AAMA 1402 2009
LIMITATIONS
1. This report is not for use in the HVHZ.
2. Design wind loads shall be determined in accordance with FBC Section 1609.
3. Soffits shall be labeled in accordance with FBC Section 1709.10.
4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and FBC compliant installation detail shall prevail.
5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2.
6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall
be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the
minimum load resistance for the project requirements.
7. All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
ALC15001.4 FL12194-R7 Paae 1 of 3
This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK ALUMINUM COILS, INC
Soffits
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTIONS
318" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for
dimension drawings.
318" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for
dimension drawings.
Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for
dimension drawings.
16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffitzpanels provided in 16-
inch sections. The reported net free ventilation areas are 22.3 in /lin.ft. for the 'full vent'
configuration and 11.1 in2/lin.ft. and for the 'center vent' configuration. See Appendix D for
dimension drawings.
z zz `z--.
12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit2panels provided in 12-
Inch sections. The reported net free ventilation areas are 12.5 in /lin.ft. for the 'full vent'
configuration and 4.2 in2/lin.ft. for the 'center vent' configuration. See Appendix D for
dimension drawings.
ALC15001.4 FL12194-R7 Page 2 of 3
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
COMPLIANCE STATEMENT
ALUMINUM COILS, INC
Soffits
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, a Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
1 Yt Rt p',
G1:P•
No 74021
3 STATE OF : 4U
T• a P •' `
O R , O • `
CERTIFICATION OF INDEPENDENCE
2017.12.14
16:21:34
05100t
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
CREEK Technical Services. LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
APPENDICES
1) APPENDIX A —Approved Systems (11 pages)
2) APPENDIX B — Installation Drawings (19 pages)
3) APPENDIX C — Design Wind Loads(4 pages)
4) APPENDIX D — Dimension Drawings (4 pages)
ALC15001.4 FL12194-R7 Page 3 of 3
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
APPROVED SYSTEMS
ALUMINUM COILS, INC
Soffits
Appendix A
The following notes shall be observed when using the assembly tables below.
1. Maximum Design Pressures (MOP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1.
2. Refer to LimiTATIONS and sections of this evaluation when using the table(s) below.
3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly.
4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system.
5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others
in accordance with FBC requirements to meet the minimum design requirements for the project.
6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with
FBC requirements to meet the minimum design requirements for the project.
7. Typical fastening details are as follows:
a. 1Y T4 Soffit —12-inch o.c.
Fastener Fastener
Location Location
b. IT T4 Soffit — 4-inch o.c.
Fastener Fastener Fastener Fastener
Lotion Location
11
Lotion Location
c. 16' 04 Soffit —16-inch o.c.
Fastener Fastener
Lotion Lo
I
lion
ALC15001.4 FL12194-R7 Page 1 of 11
This evaluation report is provided for Slate of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
d. 16' 04 Soffit— 84nch o.c.
Fastener
Location
I r
Fastener Fastener
Lorfion
ALUMINUM COILS, INC
Soffits
Approved System Numbers and Definitions
10.5JJ-f Approved Systems for 10.54nch Soffit Span with J-Channel at Wall and Eave
12F-# Approved Systems for 124nch Soffit Span with F-Channel and Fascia Ca
12.14 Approved Systems for 124nch Soffit Span with J-Channel and Fascia Cap
I&U4 Approved Systems for 12inch Soffit Span with J-Channel at Wall and Eave
14.5JL4 Approved Systems for 14.54nch Soffit Span with J-Channel at Walt and Eave
F-# I Approved Systems for 164nch Soffit Span with F-Channel and Fascia Ca
16J-0 Approved Systems for 164nch Soffit Span with J-Channel and Fascia Ca
6JJ; roved Systems for 16-inch Soffit Span with J-Channel at Wall and Eave
22.5JJ-# Approved Systems for 22.54nch Soffit Span with J-Channel at Wall and Eave
24F-# Approved Systems for 244nch Soffit Span with F-Channel and Fascia Ca
24J4 Approved Systems for 244nch Soffit Span with J-Channel and Fascia Ca
4J -# Approved Systems for 24-inch Soffit Span with J-Channel at Wall and Eave
Appendix A
Approved Systems for Maximum 10.5-inch Soffit Span with J-Channel at Wall and Eave
Wall Connection Eave Connection
System Panel MDP
No. Width psf)
Substrat J-Channel
Substrate
J-Channel
e Attachment Attachment
Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in Three (3)18 ga.1/44nch crown x 14nch leg staples indiamondpatternspaced244ncho.c. securing diamond pattern spaced 24-inch o.c. securing
10 5JJ-1
Max.
16-inch
Wood J-Channel to joists;
One (1) 18 ga.1/4-Inch crown x 14nch leg staples
Wood J-Channel to joists; 359.8
located in the horizontal leg of the J-Channel spaced One (1) 18 ga.1/4-inch crown x 1-inch leg staples located
124nch o.c. in the horizontal leg of the J-Channel spaced 12-inch o.c.
ALC15001.4 FL12194-117 Page 2 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for Maximum 12-inch Soffit Span with F-Channel and Fascia Cap
Wall Connection Eave Connection
System Panel MDP
No. Width psf)
Substrate
F-Channel
Substrate Panel Attachment Fascia Cap
Attachment Attachment
Max One (1) min. 3/84nch head dia. nail, One (1) min. 318 x 3/8-inch crown
One (1) min. 1 3144nch long x
0.0724nch dia. x min. 3116-
12F-1
164nch
Wood min. 1.25 inch embedment spaced W
staple spaced 16-inch o.c. inch head dia. trim nail
40
24-inch o.c.
spaced 364nch o.c.
One (1) 14 ga. 5/84nch long T nail or One (1) min. 1 3/44nch long x
12F-2
Max.
Masonry 9 ga., min. 5/8-Inch long Stub Nail Wood One (
1) min. 3/8 x 3/8-inch crown 0.0724nch dia. x min. 3/16 40 164nch
with 3/84nch diameter head spaced staple spaced 164nch o.c. inch head dia. trim nail 84nch
o.c. spaced 364nch o.c. Max.
Three (
3) min. 3/44nch x 1/44nch One (1) min 3/4-inch x 1/44nch One (1) min. 1 Y44nch long x 0.
0724nch dia. x min. 1/44nch 48 12F-
3 164ncA
Wood
crown staples in diamond pattern Wood crown staple spaced flinch o.c. head
dia. trip nail spaced 48- 64.2 spaced
24-inch o.c. and securing each panel lap inch o.c. One (
1) 14 ga. 5/8-Inch long T nail or One (1) min 3/4 -inch x 1/4-inch One (1) min. 1 314inch long x 12F-
4 Max Masonry
9 ga., min. 518-inch long Stub Nail Wood crown staple spaced 8-inch o.c. 0.0724nch dia. x min. 1/flinch 48 164nch
with 3/84nch diameter head spaced and
securing each panel lap head dia. trip nail spaced 48- 64.2 8-
inch o.c. inch o.c. Approved
Systems for Maximuml2-inch Soffit Span vial J-Channel and Fascia Cap Wall
Connection Eave Connection System
Panel MDP No.
Width psf) Substrate
J-
Channel Panel
Attachment Substrate Panel Attachment Fascia Cap Attachment
Attachment Three (
3) min. 3/4- inch
x 1/44nch crown One (
1) min. #8 x 1/24nch One (1) min 3/44nch x One (1) min. 1 3/44nch long x 12J-
1 Max.
Wood
staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.
072-inch dia. xmin. 1/44nch 164nch
pattern
spaced 24- screw
spaced 164nch o.c. spaced
8 inch o.c. head dia. trip nail spaced 48 42 64. inch
o.c. connecting soffit to J-channel inch o.c. ALC15001.
4 FL12194-R7 Page 3 of 11 This
evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality
assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product
attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
soffits
Appendix A
Approved Systems for Maximum 12-inch Soffit Span with J-Channel at Wall and Eave
Wall Connection Eave Connection
System Panel MDP
No. Width psf)
Substrate
J-Channel
Substrate
J-Channel
Attachment Attachment
Three (3)18 ga.1144nch crown x 1-inch leg staples in Three (3) 18 ga.1/44nch crown x 14nch leg staples in
diamond pattern spaced 24-inch o.c. securing diamond pattern spaced 124nch o.c. securing
12JJ-1
Max,
Wood J-Channel to joists; Wood
J-Channel to fascia; 70
16-inch One (1) 18 ga.1/44nch crown x 14nch leg staples One (1) 18 ga.1/44nch crown x 1-inch leg staple securing 60
located in the horizontal leg of the J-Channel spaced the nailer of each female lock or spaced 164nch o.c.
124nch o.c. I I securing each panel lap
Approved Systems for 14.5-inch Soffit Span with J-Channel at Wall and Eave
Wall Connection Eave Connection
System Panel MDP
No. Width psf)
Substrate
J-Channel
Substrate
J-Channel
Attachment Attachment
Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in Three (3) 18 ga.1/44nch crown x 14nch leg staples indiamondpatternspaced24incho.c. securing diamond pattern spaced 244nch o.c. securing
14 5JJ-1
Max.
164nch
Wood J-Channel to joists;
One (1) 18 ga.1/4-inch crown x 1-Inch leg staples
Wood J-Channel to joists; W.3
located in the horizontal leg of the J-Channel spaced One (1) 18 ga.1/44nch crown x 1-inch leg staples located
12-inch o.c. in the horizontal leg of the J-Channel spaced 124nch o.c.
ALC15001.4 FL12194-R7 Page 4 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for Maximum 16-inch Soffit Span with F-Channel and Fascia Cap
Wall Connection Eave Connection
System Panel MDP
No. Width pso
Substrate
F-Channel
Substrate Panel Attachment Fascia Cap
Attachment Attachment
One (1)14 ga. 5/84nch long T nail or One (1) 18 ga. 1/44nch crown x
One (1) min. 1.75-inch x
0.072-inch diameter
16F-1
Max.
Masonry 9 ga., min. 5/84nch long Stub Nail Wood 14nch leg staple spaced max. finishing nail with min. 3116- 2:53.3
124nch with 3/84nch diameter head spaced 44nch o.c. and securing each inch head spaced
max. B inch o.c. panel lap 12-inch o.c.
Three (3) 18 ga.1/44nch crown x 1- One (1) 18 ga. 1/44nch crown x
One (1) min. 1.754nch x
0.072-inch diameter
16F-2
Max.
12-inch
Wood inch leg staples in diamond pattern Wood 1-inch leg staple spaced max.
44nch o.c. and securing each finishing nail with min. 3/16- t53.3
spaced 164nch o.c.
panel lap
inch head spaced
124nch o.c.
One (1)14 ga. 5/84nch long T nail or One (1) min 3184nch x Y&4nch One (1) min. 1 3/44nch long
16F-3
Max.
MMasonry 9 ga., min. 5/84nch long Stub Nail Wood crown staple spaced 16-inch
x 0.072 inch dia. x min. 26.6
with 3/84nch diameter head spaced
O.C.
3/16-inch head dia. trim nail
8-inch o.c.spaced 364nch o.c.
Max.
One (1) 3/84nchhead dia. nail, min. One (1) min 318-inch x 3/8-inch One (1) min. 1 3/44nch long
x 0.072 inch dia. x min.
16F-4
164nch
Wood1.254nch embedment spaced 24- Wood crown staple spaced 164nch
3N6-inch head dia. trim nail
s25.6
inch o.c. O.C. spaced 364nch o.c.
Max.
Three (3) min. 3/44nch x 1/44nch One (1) min 3144nch x 1/44nch
One (1) min. 1 3/4-inch long
x 0.072-inch dia. x min. 1/4- 27
16F-5
164nch
Wood crown staples in diamond pattern Wood crown staple spaced B-inch o.c. inch head dia. trip nail 36.1
spaced 24 inch o.c.
spaced 484nch o.c.
One (1) 14 ga. 5/84nch long T nail or One (1) 18 ga. 1/44nch crown x
zOne
72
min.
diameter diameter0ing16F6
Max.
Masonry 9 ga., min. 5/84nch long Stub Nail Wood 14nch leg staple spaced 4-inch finishing nail with min. 3/16nail t43.3
164nch with 3/84nch diameter head spaced o.c. and securing each panel inch head spaced
flinch o.c. lap 16-inch o.c.
One (1) 18 ga. 1/44nch crown x
One (1) min. 1.754nch x
Max. Three (3) 18 ga.1/4-inch crown x 1-
1o. ch leg staple spaced
0.0724nch diameter
16F-7
164nch
Wood inch leg staples in diamond pattern Wood
panelo.c. and securing each panel finishing nail with min. 3/16- 43.3
spaced 164nch o.c. inch head spaced
164nch O.C.
ALC15tm1.4 FL12194-R7 Page 5 of 11
This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
soffits
Appendix A
Approved Systems for Maximum 16-inch Soffit Span with J-Channel and Fascia Cap
Wall Connection Eave Connection
System Panel MDP
No. Width psi
Substrate
J-Channel
Attachment
Substrate Panel Attachment Fascia Cap
Attachment
Max.
Three (3) min. 3/44nch x 1144nch
One (1) min 3144nch x 1/44nch
One (1) min. 1 3/44nch
long x 0.0724nch dia. x 23.5
16J-1
16-inch
Wood crown staples in diamond pattern Wood
crown staple spaced 84nch o.c. min. 1/4-inch head dia. trip 31.4
spaced 244nch o.c. nail spaced 484nch o.c.
Approved Systems for Maximum 164nch Soffit Span with J-Channel at Wall and Eave
Wail Connection Eave Connection
System Panel MDP
No. Width pso
Substrate
J-Channel Substrate
J-Channel
Attachment Attachment
Three (3) 18 ga.1/44nch crown x 1-inch leg staples in
diamond pattern spaced 244nch o.c. securing Three (3) 18 ga.1/4-inch crown x 14nch leg staples in
1611-1
Max.
164nch
Wood J-Channel to joists;
One (1) 18 ga.t144nch crown x 14nch leg staples
Wood diamond pattern spaced 8anch o.c. securing 02.7
located in the horizontal leg of the J-Channel spaced
J-Channel to fascia
12-inch o.c.
Three (3) 18 ga.t/44nch crown x 14nch leg staples in Three (3) 18 ga.IWinch crown x 14nch leg staples in
diamond pattern spaced 244nch o.c. securing diamond pattern spaced 124nch o.c. securing
16JJ-2 Max. Wood J-Channel to joists; Wood
J-Channel to fascia; 43.3
164nch One (1)18 ga.1/44nch crown x 1-inch leg staples One (1)18 ga.1/44nch crown x 14nch leg staple securing 33.3
located in the horizontal leg of the J-Channel spaced the nailer of each female lock or spaced 164nch o.c.
124nch o.c. securing each panel lap
ALC15001.4 FL12194-R7 Page 6 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for Maximum 22.5-inch Soffit Span with J-Channel at Wall and Eave
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width psf)
Substrate
J-Channel
Panel Attachment Substrate
J-Channel
Attachment Attachment
Three (3)18 ga.1/44nch crown x One (1) 18 ga.1/44nch crown x Three (3) 18 ga.114-inch crown
1-inch leg staples in diamond 14nch leg staple securing the nailer x 1-inch leg staples in diamond
pattern spaced 24-inch o.c. of each female lock or spaced 16- pattern spaced 244nch o.c.
22 5JJ 1
Max.
Wcud securing J-Channel to joists; inch o.c. securing each panel lap Wood securing J-Channel to joists; 3421
164nch One (1) 18 ga.1/44nch crown x One (1) 18 ga.1/44nch crown x
1-inch leg staples located in the One (1) min. 1.754nch x 0.0724nch linch leg staples located in the
horizontal leg of the J-Channel diameter finishing nail with min. horizontal leg of the J-Channel
spaced 124nch o.c. 3/16-inch head spaced spaced 12-inch o.c.
44nch o.c.
Approved Systems for Maximum 244nch Soffit Span with F-Channel and Fascia Cap
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width psf)
Substrate
F-Channel
Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment Attachment
One (1) 18 ga.1/44nch
Nominal 1x2 Crown x 1-inch leg
No.2 SYP staple spaced
Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4-
One (1) min. 1.754nch x
Max.
inch crown x 14nch
raper with one each panel lap inch crown x 1-inch
0.072-inch diameter
80
24F-1 12-inch
Wood leg staples in 1} min. 2.25- Wood
leg staple spaced 8- finishing nail with min. 90
diamond pattern inchx 7d ring One (1) min. 1.75-inch inch o.c. 3/164nch head spaced
spaced 16-inch o.c. shank nail x 0.0724nch diameter 124nch o.c.
244nch o.c. finishing nail with min.
3/16-inch head spaced
44nch o.c.
ALC15001.4 FL12194-R7 Page 7 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES. LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for Maximum 244nch Soffit Span with F-Channel and Fascia Cap
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width psi
Substrate
F-Channel
Attachment
Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment
One (1) 18 ga.1/44nch
crown x 1-inch leg
Nominal 1x2 staple spaced
One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4-
One (1) min. 1.754nch x
Max. inch x 11 ga. anchored to each panel lap inch crown x 1 nch 0.0724nch diameter BO
24F-2
12inch
Wood smooth shank rafter with one Wood
leg staple spaced 8 finishing nail with min. 76.8
roofing nag spaced 1) 7d x 2.25- One (1) min. 1.754nch inch °'c'
3/16-inch head spaced
16-inch o.c. inch ring shank x 0.072-inch diameter 124nch o.c.
nail 244nch o.c. finishing nail with min.
3/16-inch head spaced
44nch o.c.
One (1) t8 ga.1/4-inch
crown x 1-inch leg
One (1) 14 ga. 5/8- Nominal 1x2 staple spaced
Inch long T nail or 9 No.2 SYP 12-inch o.c. securing One (1) 18 ga. 114-
One (1) min. 1.754nch x
Max.
a min. 5/8anch9 anchored to each panel lapp inch crown x linch
0.072-inch diameter 80
24F-3 12 inch Masonry long Stub Nail with rafter with one Wood
leg staple spaced 8 finishing nail with min. 76.6
3/8-inch diameter 1) 7d x 2.25- One (1) min. 1.75-Inch inch o.c.
3/16-inch head spaced
head spaced 8-inch inch ring shank x 0.0724nch diameter 124nch o.c.
O.C. nail 244nch o.c. finishing nail with min.
3/164nch head spaced
44nch o.c.
One (1) ISga.1/flinch
crown x 14nch leg
Nominal tx2 staple securing the
No.2 SYP
nailer of each female
Three (3)18 ga.1/4- tanchoredo
lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x
Max'
inch crown x 1-inch rafter with one 164nch o.c.securing inch crown x 1-inch 0.0724nch diameter 80
24F-4 164nch
Wood leg staples in 1) min' 2'25_ each panel lap Wood leg staple spaced 8- finishing nall with min. 60
diamond pattern Inch x 7d ring inch o.c. and securing 3/164nch head spaced
spaced 164nch o.c. shank nail One (1) min. 1.75-inch each panel lap 164nch o.c,
244nch o.c.
x 0.0724nch diameter
finishing nail with min.
3/16-inch head spaced
44nch o.c.
ALC15001.4 FL12194-R7 Page 8 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
soffits
Appendix A
Approved Systems for Maximum 24-inch Soffit Span with F-Channel and Fascia Cap
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width psi)
Substrate
F-Channel
Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment Attachment
One (1) 18 ga.1/44nch
crown x 1-inch leg
staple securing the
Nominal 1x2 nailer of each female
One (I) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.754nch x
Max. inch x 11 ga. anchored to 16 inch o.c, securing inch crown x 1-inch 0.0724nch diameter
80
24F-5
16-inch
Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 60
roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced
164nch o.c. inch ring shank One (1) min. 1.754nch each panel lap 164nch o.c.
nail 244nch o.c. x 0.0724noh diameter
finishing nail with min.
31164nch head spaced
44nch o.c.
One (1) 18 ga.1/44nch
crown x 1-inch leg
staple securing the
One (1) 14 ga. 5/8- Nominal 1x2 nailer of each female
inch long T nail or 9 No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.754nch x
Max. ga., min. 5/8-inch anchored to 164nch o.c. securing inch crown x 1-inch 0.0724nch diameter
80
24F-6
16-inch Masonry long Stub Nail with rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 60
3/8-inch diameter 1) 7d x 2.25- inch o.c. and securing 3/164nch head spaced
head spaced B-inch inch ring shank One (1) min. 1.754nch each panel lap 164nch o.c.
O.C. nail 244nch o.c. x 0.0724nch diameter
finishing nail with min.
3/164nch head spaced
44nch o.c.
ALC15001.4 FL12194-117 Page 9 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for Maximum 24-inch Soffit Span with J-Channel and Fascia Cap
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width pso
Batten
J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment Attachment
Nominal 1x2 No.2
SYP scabbed
between rafters with One (1) 18 ga.1/4-
one (1) min. 2.25- inch crown x 14nch
Nominal 1x2 inch x 7d ring shank leg staple spaced
No.2 SYP Three (3) 18 nail straight -nailed 124nch o.c.
anchored to ga.1/a-inch crown
through the rafter securing each panel One (1) 18 ga.'h-
One (1) min. 1.75-inch
24J-1
Max, rafter with one x 1-inch leg
into the end of the
batten or two (2)
lap
Wood
inch crown x 1-inch x 0.0724nch diameter
finishing nail with min. 360
12 inch min. 2.25- staples in diamond min. 2.25-inch x 7d One (1) min. 1.75- leg staple spaced 3116-inch head spaced inch
x 7d ring incpattern spaced 16- ring shank nails toe- inch x 0.0724nch 8
inch o.c. 12-inch o.c. shank
nail inch o.c. nailed
on either side diameter finishing 24incho.c. of the batten at na0 with min. 3/16- each
batten/rafter inch head spaced intersection.
Max 44nch o.c. rafter
spacing is 24-
inch o.c. . Nominal
1x2 No.2 SYP
scabbed One (1) 18 ga.1/4- between
rafters with inch crown x 14nch one (
1) min. 2.25- leg staple securing Nominal
1x2 inch x 7d ring shank the nailer of each No.
2 SYP Three (3)18 nail
straight -nailed through
the rafter female
lock or spaced
16-inch o.c. One (1) 18 ga.''Y.- One (1) min. 1.754nch anchored
to ga.1/4-inch crown Into the end of the securing each panel inch
crown x 1-inch x 0.072-inch diameter 24J-
2 Max.
164nch
rafter
with one 1)
min. 2.25- x
1-inch leg staples
in diamond batten
or two (2) lap Wood leg staple spaced 84nch
o.cand finishing nail with min. 53.3 inch x
7d ring pattern spaced 16- min. 2.
254nch x 7d ring shank
nails toe- One (1) min. 1.75- securing each panel 3N64nch head
spaced 16-inch
o.c. shank nail
inch o.c. nailed on either side inch x 0.0724nch lap24 nch o.c. of the batten at diameter finishing each batten/
rafter nail with min. 3/16- intersection. Max
inch head spaced rafter spacing
is 44nch o.c. 244nch o.
c. ALC15001.4
FL12194-R7 Page 10 of 11 This evaluation
report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance
changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes
that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
soffits
Appendix A
Approved Systems for Maximum 244nch Soffit Span with J-Channel at Wall and Eave
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width psf)
Substrate
J-Channel
Panel Attachment Substrate
J-Channel
Attachment Attachment
Three (3) 18 ga.1/44nch crown x One (1)18 ga.1144nch crown x
14nch leg staples in diamond 1-inch leg staple securing the nailer Three (3) 18 ga.1/4-inch crownpatternspaced244ncho.c. of each female lock or spaced 16•
x 14nch leg staples in diamond
24JJ-1
Max.
Wood securing J-Channel to joists; inch o.c. securing each panel lap Wood pattern spaced 8-inch o.c. 3-43.5
16-inch One (1) 18 ga.1/44nch crown x securing14nchlegstapleslocatedintheOne (1) min. 1.754nch x 0.0724nch J-Channel to fascia
horizontal leg of the J-Channel diameter finishing nail with min.
spaced 12-inch o.c. 3/16-inch head spaced
flinch o.c.
Three (3) 18 ga.1/4-inch crown x One (1) 18 ga.1/44nch crown x Three (3)18 ga.1/flinch crown
14nch leg staples in diamond 1-inch leg staple securing the nailer x 1-inch leg staples in diamond
pattern spaced 244nch o.c.
of each female lock or spaced 16- pattern spaced 124nch o.c.
Max. securing J-Channel to Joists; inch o.c. securing each panel lap securing J-Channel to fascia; 53.1
24JJ-2
16-inch
Wood
One (1) 18 ga.1/4-inch crown x
Wood One (1) 18 ga.1/44nch crown x 4
1-inch leg staples located in the One (1) min. 1.75-inch x 0.0724nch 1-inch leg staple securing the
ChhorizontallegoftheJ-Channel diameter finishing nail with min. nailer of each female lock or
spaced 12 inch
3/16-inch head spaced spaced 164nch o.c. securing
44nch o.c. each panel lap
ALC15001.4 FL12194-R7 Page 11 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
soffits
Appendix B
INSTALLATION
Note - Refer to the APPROVED Sys TEms section of this report for additional installation details of a selected system and maximum design pressures limitations.
System No. Installation Detail
t Boa.. 114' x I'
staples 24' o.c. max
OPEN RWIER 'Diamond' Patten
t Boa.,114' x 1'
t rasTstaples O.C. max
J•Channel
318'
10.5JJ-1 &
Dew e
14.5JJ-1 t 8ga., u4' x 1'
t Boa.,114' x 1'
staples 24' o.c. max
3fir staples 24' O.C. max 'Diamond' Patten
114oxi, slap.,
slaples 1?' O.c.c. max
Diamond' Patten
J•Channel
Detail A
ALC15001.4 FL12194-R7 Page 1 of 19
This evaluation report is provided for State of Florida product approval under Rule 611320.3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES LLC
ALUMINUM COILS. INC
Soffits
Appendix B
System No. Installation Detail
MIN. 318' HEAD DIA. NAIL. MIN. 1.25"
EMBENDMENT SPACED 24" O.C. FOR WOOD
SUBSTRATES. MIN. 14GA T•NAIL OR MIN, 9GA,
STUB NAIL WITH 318' HEAD DIA.. MIN. 518"
EMBEDMENT SPACED 8" O.C. FOR MASONRY
SUBSTRATES.
FASCIA SLIP BOARD
FASCIA TRIM
12F-1 & SOFFIT
12F-2 MAX. 12•INCH SPAN
F" CHANNEL
trocd, cmcrwta
or Gluck Nall
STAPLE SOFFIT TO
FASCIA BOARD #T50
3/8" X 3/8" STAPLE
16" O.C.
FASCIA LIP 1/4"
PAINTED S.S.
1 3/4" TRIM NAIL
MIN. 5 NAILS PER 12' PIECE
SOFFIT & FASCIA DETAIL
ALC15001.4 FL12194-R7 Page 2 of 19
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
12F-3
CREEK
TECHNICAL SERVICES, LLC
No. I Installation Detail
ALUMINUM COILS, INC
soffits
Appendix B
OPEN RAPIER ;
KIVED' `, SOFFIT STAPLE
DIAMOND PATTERN
CROOWN STAPLES KIVMj3/4* X 1/4' j l DETAIL
USING A DIAMOND 1
Stwus i
PATTERN
I
FACIA BOARD % ---_
CAP
3/4' X 1/4' CROWN
a' 1-3/4' TRIM NAIL
FACIA BOARD
STAPLE ON CENTER
1-3/4' TRIM NAIL PAINTED S.S.
F' CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWfTHTHEO.C.
NAILING FLANGE UP OR 3/4' X 1/4'
DOWN CROWN STAPLE
SOFFIT —max. 23-inch span
WOOD SOFFIT
SUBSTRATE
SOFFIT & FASCIA
DETAIL
ALC15001.4 FL12194-R7 Page 3 of 19
This evaluation report is provided for State of Florida product approval under Rule 614320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
System No. Installation Detail
MIN. 14GA T•NAIL OR MIN. 90A.
STUB NAIL WITH 3/S' HEAD DIA., MIN. 5/3-
EMBEDMENT SPACED S' O.C. FOR MASONRY
SUBSTRATES,
FASCIA SLIP BOARD
FASCIA TRIM
12F-4
SOFFITT
MAX. 12•INCH SPAN
CHANNEL IJTRIMNMAJLFACU eoARD
PFASCIA CAP
or ¢loci wall
3/4' X 1/4'
CROWN STAPLE
S
SOFFIT & FASCIA
DETAIL
ALUMINUM COILS, INC
Soffits
Appendix B
ALC15001.4 FL12194-R7 Page 4 of 19
This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
No. I Installation Detail
ALUMINUM COILS, INC
soffits
Appendix B
OPEN RAFTER
3/4- X 1/4- CROWN STAPLE
01 SOFFIT STAPLE
FACIA BOARD DIAMOND PATTERN
DETAIL
3/4- X 1/4- CROWN STAPLE -24"
ON CENTER USING A DIAMOND PATTERN N—FASCIA CAP
12J-1
3/4- X 1/4- CROWNJTRIMMLFACIA
8" 1J—CHANNEL
BOARD
STAPLE ON CENTER
1-3/4- TRIM NAIL PscrewedtosoffitPAINTEDone(i) ba x S.S. 48"with FASCIA CAP
1/21.x 3/8" head
diaieecer aerew,
O.C.
3/4" X 1/4"
o.c. CROWN STAPLE
SOFFIT —max. .12-inch span
SO
WOOD OR BLOCK SOFFIT FASCIA
SUBSTRATE DETAIL
ALC15001.4 FL12194-R7 Page 5 of 19
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for Which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
No. l Installation Detail
12JJ-1 &
16JJ-2
1 Boa,.1/4' x 1'
staples 12- o.c. maz
FJ
I Boa..114' x V
staples 24' o.c. max
Diamoncr Patten
18 ga.,114-
staples in t
leg of femal
ALUMINUM COILS, INC
Soffits
Appendix B
18ga.,114' x V
staples 24' O.C. Max
Diamond Patten
r, ..annel
Detail0
189a., 114' x 1'
laples 12' O.C. max
Diamoner Patten
DeW A
ALC15001.4 FL12194-R7 Page 6 of 19
This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
soffits
Appendix B
System No. Installation Detail
I W" LCFIG x 0.072'
MAIL WnH 3116' HEAFASCIA BOARD
SPACED 16' C.0
FASCIA CAP
A'
j I X Itr CHOW" SSAPLE
OPEN RAFTER
Mitt I9GA T.
TLAIL OR RAN FASCIA BOARD
9GA. STUD NAIL
V11-iA W HEAD
16F-1 SOFFIT > FASCIA
16F-6 SPACED S'C.C. DETAIL
FASCIA CAP; REFER
FO SOFFIT I FASCIA
DETAL
F' [NANNEI
SOFFIT; PAX Ir
SPAN
MASONAT ISUBSTRATE
ALC15001.4 FL12194-R7 Page 7 of 19
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
16F-3 &
16F-4
No. I Installation Detail
SOFFI T
F" CHANNEL
Yood, Concra[e
or Block k
FASCIA LIP 1 /4"
MIN
MIN. 3/8' HEAD DIA. NAIL, MIN. 1.25'
EMBENDMENT SPACED 24" O.C.: OR WOOD
SUBSTRATES. MIN. 14GA T•NAIL OR MIN. 9GA,
STUB NAIL WITH 3/8" HEAD DIA., MIN. 5/8"
EMBEDMENT SPACED 8' O.C. FOR MASONRY
SUBSTRATES.
ASCIA SLIP BOARD
FASCIA TRIM
STAPLE SOFFIT TO
ASCIA BOARD #T50
8" X 3/8" STAPLE
16" O.C.
L—PAINTED S.S.
1 3/4" TRIM NAIL
5 NAILS PER 12' PIECE
SOFFIT & FASCIA DETAIL
ALUMINUM COILS, INC
soffits
Appendix B
ALC15001.4 FL12194-R7 Page 8 of 19
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply wartanty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
System No. Installation Detail -
SOFFITn, SOFFIT STAPLE
OPEN RAFTER
3/4' x ,1/4•
DIAMOND PATTERN
ETAI LLCROWNSTAPLESt
USING A DIAMOND t Lei n/
STOP-ESD
PATTERN FACIA BOARD
t
FASCIA CAP
16F-5
3/4• X 1/4' CROWN FACIA BOARD
1-3/4' TRIM NAIL
8' STAPLE ON CENTER
1-3/4' TRIM NAIL PAINTED S.S. 7—'F' CHANNEL CAN BE PAINTED S.S. 48• FASCIA CAP
INSTALLED WITH THE O.C.
NAILING FLANGE UP OR 3/4- X 1/4-
DOWN CROWN STAPLE
SOS- max. 16-inch span
WOOD SOFFIT
SUBSTRATE
SOFFIT & FASCIA
DETAIL
ALC15001.4 FL12194-R7 Page 9 of 19
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for Which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
System No. I Installation Detail
RAFIEA
I W L014M X DDT2' DIA. TRW
ItAL WM 3116' MEND D1A
ALUMINUM COILS, INC
soffits
Appendix B
BOARD
CAP
1' X I /-' ,-CVAN STAPLE
4'0Z.
FASCIA BOA90
1' x IR.' MOM
STAPLE VCSTALLED
16F-2 8 Aiiiea rDVVOND SOFFIT &FASCIA
16F-7 DETAIL
318'
FASCIA CAP. REFIR
TO SOFFn 3 FASCIA
f' [XAtrNH
DETAA IN' 1' Slaves
SOFFIT: NA)L 16' Y 1
SPA"
MASONRY D'omen? P:BDn
SUBSTRAIC
ALC15001.4 FL12194-R7 Page 10 of 19
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
116J-1
CREEK
TECHNICAL SERVICES, LLC
No. I Installation Detail
3/4- X 1/4" CROWN STAPLE -24-
ON CENTER USING A DIAMOND PATTERN
WOOD OR BLOCK
SUBSTRATE
OPEN RAFTER
LB'
iOIST FACIA BOARD
FASCIA CAP
1-3/4' TRIM NAIL)
PAINTED S.S. 48-
O.C.
SnFrIT—max. 16-inch span
ALUMINUM COILS, INC
Soffits
Appendix B
3/4- X 1/4- CROWN STAPLE
SOFFIT STAPLE
DIAMOND PATTERN
DETAIL
3/4'
STAPLE
X 1 /4- CROWN IAIV FACIA BOARD
STAPLE '8" ON CENTER 1-3/4" TRIM NAILPAINTEDS.S.
FASCIA CAP
3/4- X 1/4-
CROWN STAPLE
SOFFIT —'
SOFFIT & FASCIA
DETAIL
ALC75001.4 FL12194-R7 Page 11 of 19
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
System No. I Installation Detail
A
18ga., 114' x 1'
staples 12' D.C. max
Ddad 8
ALUMINUM COILS, INC
Soffits
Appendix B
18ga.. 114' x 1'
staples 24' D.C. max
Diamond' Patten
annal
16JJ-1 I8ga.. I x 1'
Xr staples 24D.C. max 18pa.,1/4' x V staples
8' D.C. max Diamond'
Palen 1
Diamond
Patten YChannel
Dotal
A ALC15001.
4 FL12194-R7 Page 12 of 19 This
evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality
assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product
attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
soffits
Appendix B
System No. Installation Detail
18ga., 1/4'x I'
staples 24' o.c. max
OPEN au-rm Diamond" Patten
18ga.. 1/4' x 1'
ST staples I O.C. max
A
B
18 ga., 1/4' x I' staples
16' o.c. max and 1 3'4"
Long x .072 Dia. Trim Channel
Nails with 3/16' Head 4' 318"
22.5JJ-1
O.C. max Made
I8ga.,1/4' x I'
WY
18ga., 1/4' x 1' staples 24' o.c. max
staples 24' O.C. Max ,'Diamone' Patten
t
1/4' x t'
staples 12' O.C. max
Diamond• Patten
ti
J-Channel
Decal A
ALC15001.4 FL12194"R7 Page 13 of 19
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICFSI LLC
ALUMINUM COILS, INC
Soffits
Appendix B
System No. Installation Detail
I t' TROI NA0. FASCIA BOARD
PAINTED S.S.
1,47 CROWN FASCIA CAP
STAPLES SOFFIT
USING A DIAMOND
PATTERN: REFER TO I'd' CROWN STAPLE
SOFFIT STAPLE
DMOND PATTERN
DET AL
I I• TRIM NAIL FASCIA BOARD
PANTED S.S.
SOFFIT 8 FASCIA
DETAIL
24F-1 & i
24F-4 T-4* CROWN S1APlE
FASCIA CAP: REFER / \
TD SOFFIT A FASCIA
DETAL / 1. \
Ho"
Wates with
S
I
n a
Batten Anehered to SOFFIT: MAx. 24'
F-CHANNEL Rafters vitn me TO
Ring Shoal Nail a1 /
every Rallr
WOOD SUBS1RAtE
SOFFIT STAPLE
DIAMOND PATTERN
ALC15001.4 FL12194-R7 Page 14 of 19
This evaluation report is provided for Slate of Florida product approval under Rule 61G2D-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
System No. Installation Detail
II- TRIn MAIL FASCIA BOARD
PAOTED SS
bi' SMOOTN SHANK FASCIA CAP
ROOF NAILS SOFF T
I'ef- CROWN STAPLE
It TRDI NAIL FASCIA BOARD
PAINTED S.S.
SOFFIT & FASCIA
24F-2 & DETAIL
24F-5
1'r!- CROWN SIAPLE
FASCIA [AP; REFER
TO SOFFIT A FASCIA
DETA0.
Nominal r r STP
Batten Anchored In SOFFIT; MAX. 2V
F-CHA M. Rallen with arc Id
Ring Shank Nail al
every Ratter
W000 SUBSTRATE
ALC1500i.4 FL12194-R7 Page 15 of 19
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
soffits
Appendix B
System No. Installation Detail
1 I' TRIM NA4 FASCIA BOARD
PAINTED S.S.
1tGA I' T-MACS FASCIA CAP
SOFFYI—
i t'.I- CROWN STAPLE
f;' TRIM NAg• FASCIA BOARD
PAWTED S.S.
SOFFIT & FASCIA
DETAIL
24F-3 8 I
24F-6 1'aj' CROWN STAPLE ---
FASCIA ua, aEFEx
10 SOFFIT A FASCIA
DETAIL
Namnw r.r SYP
Batten AntEored to SOFFIT: MAX. 2L'
F-CHANNEL Ratters rfth one Id
Ring Shank N&I at
evert Rafter
MASONRY
ALC15001.4 F112194-117 Page 16 of 19
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
System No. Installation Detail
1t' TRIM NAR FASCIA BOARD
PAINTED S.S.
r4- CROWN FASCIA CAP
STAPLES
USING A DIAMOND
SOFFIT
PATTERN: REFER TD CANTILEVERED rei• CROWN STAPLE
SOFFIT STAPLE RAFTER
DIAMOND PATTERN
DETAIL
FASCIA BOARD
1•rRB1NA0.
SOFFIT & FASCIA
PAOITEO S.S. DETAIL
24J-1 & r+l• CROWN STAPLE
24.1-2 FASCIA CAP; REFER / \
TO SOFFIT 1 FASCIA
rssm mw I- r svP Dames \
ceeced between ashen drw SOFFTT: MAX !t•
CIUNN[t sauac 51 dne 1-n a ring IBIunLnosbogM•naRsd
IN04h Inc Mft It" Lro end
MOOD SUBSTRATE
a theoeNen a Iwd (217d /
mp slmnA nays tee+teeed On \ -
wmw Bids or Ins bottom ar the
CittenlraW Inter oon /
SOFFIT STAPLE
DIAMOND PATTERN
ALC15001.4 FL12194-R7 Page 17 of 19
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express not imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
System No. Installation Detail
1803., 114' x P
staples 24' D.C. max
OPEN R.F7ER 'Diamond' Patten
1 Spa..1l4' x 1'
o sr staples 1 T D.C. max
B i A
I
r
18 ga., 114" x i" staples
11V o.c. max and i 314'
Long x .072" Dla. Trim ` J•Channel
Nads with 311B" Heart 4" 3W
D.0 max Det°4 e
24JJ-1 I Boa.,114" x t"
3 ff staples 24' o.c. max t Spa.,1l4' x I'
staples 8' D.C. max
l
1
Diamond' Patten
J•Channel
DEW A
ALC15001.4 FL12194-R7 Page 18 of 19
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES. LLC
No. I Installation Detail
24JJ-2
B
18 ga., 114" x 1" Staples
15' o.c. max and 1 N'
Long x .072' Dla. Trim
tads wills 3116" Head
D.C. max
OPEN '.AMR
A
Diamond' Patten
18ga..114' x I"
staples I r L. max
ALUMINUM COILS, INC
soffits
Appendix B
I8ga..1J4' x 1'
staples 24- o.c. max
Diamond Patten
annel
oetad e
18ga., I14" x 1' 18ga., 11 r x 1'
staples 24" o.c. max staples I T O.C. max
Diamond' Patten
i
18 ga..114' x 1'
staples In horzorxal
leg of female lap
J-Channel
Dela® A
ALC15001.4 FL12194-R7 Page 19 of 19
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES. LLC
DESIGN WIND LOADS
ALUMINUM COILS, INC
Soffits
Appendix C
The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following
provisions:
1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC.
2. Exposure B, C, and D shall be as defined in section 1609 of the FBC.
3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 604
4. All calculations are based on an effective wind area of 10-fi? or less.
5. Topographic factors such as escarpments or hills have been excluded from the analysis.
6. Wind directionality factor, Kd = 0.85
7. Vwr is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 16D9.1.3 of the FBC.
B. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional.
9. Zones 4 and 5 shall be defined as shown below. Dimension 'a' shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is
smaller, but not less than either 4% of the least horizontal dimension or 3-ft.
ALC150o1.4 FL12194-R7 Page 1 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix C
Design Wind Pressures for Soffits in Exposure B
Building
Type
Zone
Mean
HeiqhtRoofft
Basic Wind Speed mph)
120 130 140 150 160 170 180 190 200
Enclosed
4
20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8
25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8
30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8
40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8
50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1
60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8
Negative
Loads)
5
20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8
25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8
30 20.8 24.4 28.3 32.5 37.0 41.7 1 -46.8 52.1 57.8
40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7
50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8
60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1
Enclosed
4
20 10.8 12.7 14.7 16.9 1 19.2 21.7 24.3 27.1 30.0
25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0
30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0
40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5
50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7
60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4
Positive
Loads)
5
20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0
25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0
30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 1 27.1 30.0
40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5
50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7
60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4
ALC15001.4 FL12194-R7 Page 2 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Sofrfs
Appendix C
Design Wind Pressures for Soffits in Exposure C
Building
Type
Zone
Mean
HeR hotf ft
Basic Wind S mph)
120 130 140 150 160 170 180 190 200
Enclosed
4
20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2
25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8
30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5
40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5
50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9
60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5
Negative
Loads)
5
20 26.7 1 -31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3
25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6
30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 1 -73.0 80.9
40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8
50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9
60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2
Enclosed
4
20 13.9 1 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5
25 14.5 17.0 19.7 22.6 25.8 29.1 1 32.6 36.3 40.3
30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0
40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5
50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7
60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4
Positive
Loads)
5
20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5
25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 38.3 40.3
30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0
40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5
50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7
60 17.4 20.5 23.7 27.2 1 31.0 35.0 39.2 43.7 48.4
ALC15001.4 FL12194-R7 Page 3 of 4
This evaluation report is provided for State of Florida product approval under Rule B1G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix C
Design Wind Pressures for Soffits in Exposure D
Building
Type
Zone
Mean
Roof
Height fl
Basic Wind Speed mph)
120 130 140 150, 160 170 180 190 200
Enclosed
4
20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2
25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9
30 27.9 32.8
1 -
38.0 43.6 49.6 56.0 62.8 70.0 77.5
40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6
50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9
60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6
Negative
Loads)
5
20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1
25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4
30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7
40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7
50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8
60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1
Enclosed
4
20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3
25 17.3 20.3 23.5 27.0 30.7 34.7 1 38.9 43.3 48.0
30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7
40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2
50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4
60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1
Positive
Loads)
5
20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7. 46.3
25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0
30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7
40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2
50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 1 54.4
60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 1 56.1
ALC15001.4 FL12194-R7 Page 4 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
318" F-Channel
3/8" -L
318" J-Channel
3/4" —
1/8" HEM
Ti
3/4'
1
ISOMETRIE VIEW
318' PROFILE
ISOMETRIC VIEW
3/r PROFILE
ALUMINUM COILS, INC
Soffits
Appendix D
ALC15001.4 FL12194-R7 Page 1 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
Fascia
CREEK
TECHNICAL SERVICES, LLC
5 3/4"
7/B"
1/8" HEM
6"FASCIA
i" BLANK
1/4"
ISOMETRIC VIEW
ALUMINUM COILS, INC
Soffits
Appendix D
ALC15001.4 FL12194-R7 Page 2 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
16" Q4 Soffit
D-'6'tO
CA:r-'N
18* BLANK
3 / B PROFlLE
71?r%IF
o aooa
0000
000ao
0000
00000
0000
ALUMINUM COILS, INC
Soffits
Appendix D
ALC15001.4 FL12194-R7 Page 3 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notiy CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
12" T4 Soffit
ALUMINUM COILS, INC
soffits
Appendix D
3 1/8" 7/8" 3 1/8" 7/6" -
r-
3 1/8"
5/lli" N <
1/2" 1/2" 1/2" 1/2" 1/2"
3/8"
13.75" BLANK
3/8" PROFILE
000
000
00000
0000
OOOC1
aaoo
END OF REPORT
ALC15001.4 FL12194-R7 Page 4 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
it lorida Building Code Online hups://www.floridabuilding.org/pr/pr app_dtl.aspx?parani=wGEVX...
I
RegulationBusiness-& Professional
K r&
WIS Homo I b0 to I user Reytstration I Hot TOM ! Submit Surcharge I Stats a facts I Puhlicatbro I faC Stag ! acts Site Map I LW3 I Search
Or l j a Product Approval
1 USER: Publk Usat
P1 ova Aoornval Menu > PNdrxt nr Aoeaeatbn $edrdi > AW&AUOa.6!!t > AppOMtbn Oetaa
FL # FL7006-R10
Application Type Revision
Code Version 2017
Application Status Approved
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
IKO Industries, Ltd
40 Hansen Road South
Brampton, NON -US L6W 3H4
708) 496-2800 Ext 200
rmetzOOI@tampabay.rr.com
Robert Metz
rmetz001 0tampabay. rr.com
Bob Metz
REMCO of Pinellas
456 Avila Circle NE
Saint Petersburg, FL 33703
727)776-5261
rmetZO01@tampabay.rr.com
Don Shaw
IKO Industries LTD
120 Hay Rd.
Wilmington, DE 19808
717)579-6706
don.shaw@lko.com
Roofing
Asphalt Shingles
Certification Mark or Listing
FM Approvals - CER
Locke Bowden P.E.
Validation Checklist - Hardcopy Received
Standard
ASTM D3161 modified to 110 mph
ASTM D3462
ASTM 07158 Class H
ASTM E108
Year
2016
2010
2011
2011
I of 4/13/2018,7:41 AM 1
Florida Building Code Online https://www. Floridabu i iding.org/pr/pr_app_dtl. aspx?param=wG EVX...
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
iummary of Products
Method L Option A
10/08/2017
10/30/2017
11/01/2017
FL # Model, Number or Name
7006.1 Cambridge, Cambridge HO,
Blltmore and Blltmore HD
Limits of Use - --- _ -
Approved for use in HVH2: Yes
Approved for use outside HVH2: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other:
7006.2 Hip and Ridge 12 Cap
Limits of Use
Approved for use in HVH2: Yes
Approved for use outside HVHZ* Yes
Impact Resistant: N/A
Design Pressure: N/A
Other:
7006.3 Leading Edge Plus Asphalt Shingle
Starter Strip
Limits of Use
Approved for use in HVH2: Yes
Approved for use outside HVH2: Yes
Impact Resistant: N/A
Design Pressure: N/A
Description _
Laminated architectural fiberglass asphalt shingle
manufactured at IKO's Kankakee, 1L; Hawkesbury, Ont.;
Wilmington, DE; Sylacauga,AL and Toronto, Ont. plants
Certification Agency Certificate _
FL7006 R10 C C9.0 Letter -ASTM Q3.161_le tf
9-26-20171 trgm FM.pdf
FL70Q6R10 C CAC Lett-tr - 6 D3462 letter -
f9-26-20 2)lP2f
E170_06 R10 C CAC Letter - ACTM E10$ er -
26_2Q17%pdf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL7006 RIO Il IKQ_187-02-Q1 Lener_Installatlon
Instructions for FBC FL7006.pdf
Verified By: Duc T Nguyen 65034
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party:
This Is a 12' x 12" fiberglass asphalt shingle used to cover
the hip and/or ridge of an asphalt shingle roof system
manufactured at IKO's Kankakee, IL, Toronto, Ont. and
Brampton, Ontario plants.
Certification Agency Certificate
FL7006 R10 CG_lC—A-ST- Q._3463-- ShIngle le r
Survetilance Audit Location - (6a&2017),pdf
L7006 RIO C CgC letter AST 1 O3161 IetteL
C9,§] - (U7j-f_tom FM.pg
fL7Q 6 R10 C CAC Letter -ASTM D3462 letter -
226_2o1. f
FL7406 R10 C C,NC Letter-- ASTM EL98 le_tteL
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
E Cap Shin le Installation
I Stl Ctl0.e5,P
FL7006 R1Q 11 IKO-187-OL-Q3 Letter - Installatio
InWpction5 for f8C FL7p06_pdf
Verified By: Duc T Nguyen PE 65034
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party:
One piece fiberglass asphalt shingle used as a starter strip at
the bottom of a roof system manufactured in Brampton and
Hawkesbury, Ontario plants
Certification Agency Certificate
FL7Q06 30 C CAC Leltcr -ASTM 03161 letter -
C9-26-2017) from FM.pdf
FL7006 RIO C CAC Letter - ASTM D3462 letter -
9-26-2Q.A71Pd
2 of 3 4/13/2018.7:41 AM
rlorida Building Code Online https://www.floridabtiilding.org/pr/pr app dtl.aspx?param=wGEVX...
Other:
I
i
17006.4 Marathon Plus AR, Superglass Plus
AR
Limits of Use
Approved for use in HVH2: Yes
Approved for use outside HVH2: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other:
F_L"96-11AQ_C_CAC Letter - ASTM E1Q8 letter -
9-26-2017),gd(
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL7006 RIO It IKO-187-02-01 Letter - Install tlorl
1 1structlons for FBC FL2006. ddf
FL7006_RIO It Roofinq:Products-Leadino:1Ldoe-PI k
j Agplication-EN(,p(
I Verified By: Duc T Nguyen PE 65034
iCreated by Independent Third Party: NoEvaluationReports
i Created by Independent Third Party: -
3 tab fiberglass asphalt shingle manufactured at IKO's
Brampton, Ontario, Hawkesbury Ont., Toronto, Ont.;
Sylacauga, AL and Kanakakee, IL plants
Certification Agency Certificate
FL7006 RIO C CAC Letter -ASTM D3161 letter -
L9_2"- 17_)-fr. or -Madff
EL7006 R10 C CAC Letter S[M D3462 letter -
9-26-2017):df
FL7006 RIO C CAC Letter - ASTM E208 letter -
9.26_2017),pdf
Quality Assurance Contract Expiration Date
12/20/2020
Installation Instructions
FjJ9A —R10 1[ IKO-187-02-01 Letter -Installation
Inatructinns for FBC FL7006.Ddf
Verified By: Duc T Nguyen 65034
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party:
QMart
Contact lls :: 2601 Olair Stane Aped. Teleillime FL 32322 Phone: 9SO-4117-1924
The State of Florida Is an AA/EEO empbyer. CgRyl!llht 2007.2013 State of Fbrtla.:: Privacy Statement:: Accessbaty Statement ::Refund Statement
Under Florida law, email addresses am public records. lF you do not want your e-mad address released in resPeme to a publik-records request, do not send electronic
Mal to this entity. Instead, contact the omen by phone or try traditional mad M you have any questions, please contact 850.407.139S. *Pursuant to Section
4S5.27S(1). Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an areal address if they have
one. The emals provided may be used for omtlel comm unlcatlon with the licensee. However emal addresses are public record. R you do not wish to supply a
personal address. please provide the Department with an email address which can be made available to the public. Tb determine f you are a licensee under Chapter
4SS. F.S., please chick hM.
Product Approval Accepts:
RM
Credit Card
Safe
3 of 3 4/ 13/201 R, 7:41 AM
3
CONSTRUCTION MATERIALS
TECHNOLOGIES
October 27, 2017
IKO Industries, Ltd
120 Hay Rd.
Wilmington, DE 19809
Re: FBC FL7006
Sir(s),
PRI Construction Materials Technologies has completed a technical review and attached sealed shingle
instructions in compliance the 2017 Florida Building Code.
This review was completed based on the receipt of following evidence from IKO Industries, Ltd:
1) IKO Shingle Application Instructions — 3-Tab Shingles
EN-3Tab Appins8AGXEFS-2012-11 reformatted 2013-02-rev07/13-Florida)
2) IKO Laminated Shi_ngles Application Instructions
EN-Laminated_Appins_8TTEFS-2012-04_reformatted 2013-02-rev07/13-Florida)
3) IKO Hip and Ridge 12 Application Instructions
EN-HipandRidgel2_3HRTri-2013-08_reformatted 2013-08)
4) IKO Leading Edge Plus Shingle Application Instructions
EN-3LEP-Tri-2012-06_reformatted 2013-03)
5) ASTM D3161 Test Report (FM Approvals Project No. 3040947)
The attached instructions should be used in conjunction with the published manufacturer's application
instructions and applicable code. In the event the instructions conflict, these instructions shall govern.
Statement of Indenendence: PRI Construction Materials Technologies and/or Duc T. Nguyen, FL P.E. do not
have nor plan to acquire a financial interest in any company manufacturing or distributing products for which
the test reports are issued.
Signed: 1 . / c Signed:J t
Brad Grzybo slil Duc T.A u e
Managing 0 rector Florida RggMere Professional Engineer
P.E. Number. 66034
Date: October 27, 2017 Date: October 27, 2017
Attachments: A) IKO Shingle Application Instructions - 3-Tab
B) IKO Laminated Shingles Application Instructions
C) IKO Hip and Ridge 12 Application Instructions
D) IKO Leading Edge Plus Application Instructions
IKO-187-02-01
PM CwmhcUm Maledals Tech r oloples, LLC. 6412 Badger Drhm Tampa. FL 33610 Tat 813-621.5777 Fax: 813621-5840 a -mall: maWalstesthg@McmLcom WebSlte: h1W*Mne.p1am.com
IKO
Installation Instructions for
Asphalt Shingles
Page 2 of 5
IKO Shingle Application Instructions — 3-Tab Shingles
ASTM D3161, Class F — IKO Marathon 25 AR and CRC Superglass M25AR)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION
CONFLICT, THESE INSTRUCTIONS WILL GOVERN.
ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC.
UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is
less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code
requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping
each preceding course by 19" or other Approved underlayments in accordance with the qualified application
instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of
underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top
of any underlay along rake edges and directly to the deck along eaves in accordance with building code
requirements.
NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long
enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt
edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is
flush with, but not cutting into shingle surface.
NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (60") or more, use 6 nails per shingle placed
as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each
shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt
plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle.
Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles
should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the
heat of direct sunlight.
EXPOSURE: Installed shingles shall have a maximum average exposure of 5-5/8".
STEEP SLOPES
1 I` t• t-yl
SEALING STRIP
btl8' tf1' I 6118-
t
NAILS NAILS
00 NOT NAIL INTO OR ABOVE THE SEALING STRIP
PRI Combtaon Uatedais ToonoWes. LLC. 6412 8edg& DM Tampa, FL 33610 Tat 813.621.5777 Fax: 813-621.5840 etna8: meterialstesfl g@pdcmLcom WebSlte: hRp9Awaa.pdanLlml
IKO
Installation Instructions for
Asphalt Shingles
Page 3 of 5
IKO Laminated Shingles Application Instructions
ASTM D3161, Class F — Cambridge, Cambridge HD, and CRC Biltmore AR)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION
CONFLICT, THESE INSTRUCTIONS WILL GOVERN.
ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC.
UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is
less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code
requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping
each preceding course by 19" or other Approved underlayments in accordance with the qualified application
instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of
underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top
of any underlay along rake edges and directly to the deck along eaves in accordance with building code
requirements.
NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long
enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed in the nail line 7-3/8"
below the top edge, approx. 1" and 13" in from each end. Drive nails straight so that nail head is flush with,
but not cutting into shingle surface.
NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (60°) or more, use 6 nails per shingle placed
as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each
shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt
plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle.
Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles
should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the
heat of direct sunlight.
EXPOSURE: Installed shingles shall have a maximum average exposure of 5-7/8".
4
7 9ra'
NAIL LINE
6 9ra t
1
NAILS
NAILING - STEEP SLOPES APPLICATION
Use six nails as Shom.
J
Fa F1 L-7,
CEMENT
PROPER APPLICATION REOUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE
PRI ConsWetion Matelots Tedmogles. LLC. 6412 Radger Ddve Tampa. FL 33610 Tel 813.62W77 Fax: 813-621.5M e-aWI: maleAalstos8ng®prkmlcom WebSlle: MI 1Mmv.pdcmLcom
IKO
Installation Instructions for
Asphalt Shingles
Page 4 of 5
IKO Hip and Ridge 12 Application Instructions
ASTM D3161, Class F — IKO Hip and Ridge 12)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION
CONFLICT, THESE INSTRUCTIONS WILL GOVERN.
Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide. These shingles are
designed for a 51/8" (130 mm) exposure. (For a neater appearance, the top of each side of each piece has
been factory trimmed on a 1" (25 mm) taper (see drawing). Bend each piece over the hip or ridge, and nail 5
5/8" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 1/8" (130 mm).
Apply hip pieces starting at the lower end of the hip, working up toward the ridge. On hip roofs, apply ridge
pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end
opposite to the prevailing wind direction and continue to the other end. Note: To obtain a three-dimensional
effect, (which is recommended, but not required), apply hip and ridge shingles double thickness by stacking 2
pieces on top of one another, the lower piece extending about 3/4" (19 mm) further than the top piece (see
diagram). The final shingle should be set in cement, and the exposed nail heads of the final shingle should be
covered with cement. Prior to application in cold weather, storing the shingles in a heated area will allow for
easier bending.
NOTE: SHINGLES MUST BE APPLIED PROPERLY. THEYARE DESIGNED FOR USE AS HIP AND RIDGE
SHINGLES ONLY, AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS. WE ASSUME NO
RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAILURE TO
PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER
VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS. REVIEW
ALL APPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS, AND REQUIREMENTS PRIOR
TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS.
roil
IAPEA CUI
PRI Camwl bn Mod& Techmt#a, U.C. 6412 Badger Oda Tampa, FL 3300 Tel: 813.621.5777 Fax: 813.621-5640 a-md: matedalsleadng@pdcmteom WebSlte: htlp'JAWM.pdclntoom
40
IKO
Installation Instructions for
Asphalt Shingles
Page 5 of 5
IKO Leading Edge Plus Application Instructions
ASTM D3161, Class F — IKO Leading Edge Plus)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION
CONFLICT, THESE INSTRUCTIONS WILL GOVERN.
1. Apply any underlayment, eave protection, valley flashings, or drip edges to roof deck as required.
2. Each 39 3/8" x 131/4" (1000 mm x 336 mm) IKO Leading Edge Plus strip is perforated lengthwise for
separation into two (2) shingles. Take one IKO Leading Edge Plus strip and fold flat at perforation to
separate.
3. Take one of the separated shingles 39 3/8" x 6 5/8" (1000 mm x 168 mm) and remove approximately
20"(500 mm). Install this shingle on the lower left corner of the roof deck, granule side up, with the
factory installed sealant adjacent to the eaves. The shingle should overhang the rake edge and eaves
by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with nails located 3" to 4" (75
mm to 100 mm) from the eave edge and 1" (25 mm) in from each end.
4. Take the leftover 20" (500 mm) piece shingle. Rotate the piece and align it vertically up the rake edge
with the factory installed sealant adjacent to the outer edge of the roof. The shingle should overhang
the rake edge by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with fasteners
located 3" to 4" (75 mm to 100 mm) from the rake edge and 1" (25 mm) in from each end.
5. Repeat Steps 3 — 4 for the right lower comer of the roof deck.
NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least
3/8" (9 mm) diameter heads, long enough to penetrate through plywood or 3/4" (20
mm) into boards. Use 4 nails per shingle placed 3" to 4" (75 mm to 100 mm) from
the eave edge and approximately 1" and 13" (25 mm and 330 mm) in from each end.
6. Apply full-length IKO Leading Edge Plus shingles to the remaining eave edges of the roof deck. Install
the shingles granule side up with the factory applied sealant adjacent to the eaves. The shingles
should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingles to
the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge, 4 nails per shingle.
7. Apply roof shingles as per the instructions printed on each product's package. Make certain the first
course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus. In this way,
the sealant on the IKO Leading Edge Plus shingles will adhere to the first -course field shingles and
help keep them from lifting in high winds.
PBI Comwelbn Malerlals Twbnola n. LLC. 6412 Badger Drive Tampa. FL 33610 Tel: 813821-5777 Fax: 813-621-5840 e-mail: matelot KtftQpriimLmm WebSite: hI1pJ*vW.pdemLCan
klorida Building Code Online https://www.floridabuilding.org/pr/pr app dtl.aspx?param=%vGEVX...
I
Professional Regulation i
aCIS tome I too In I user RegMratbn ( Not Topts Submt Surcharge Stats a facts i PuJACO NU 1 FRC staff 1 acts Ste Map 1 Links 1 search I !
l ida
Product Approval
USER: Ptpac userdtii/7.
I' QWCt.M061.W-Mef u > ftdQC.0r.A0*a1bn Searth > AaakatiwLLtst > AppOmtlon netall
FL q FL2346-R7
Application Type Revision
Code version 2017
Application Status Approved
Comments
archived
Product Manufacturer Warrior Roofing Manufacturing
Address/Phone/Email 3050 Warrior Road
Tuscaloosa, AL 35404
205) 553-1734 Ext 11S
Steven@WarriorRoofing.net
Authorized Signature Steven Crew
Steven@WarriorRoofing.net
Technical Representative Steven Crew
Address/Phone/Email 3050 Warrior Road
Tuscaloosa, AL 35404
205)553-1734 Ext1024
Steveno WarrlorRoofing.net
Quality Assurance Representative Steven Crew
Address/Phone/Email 3050 Warrior Road
Tuscaloosa, AL 35404
205) 553-1734 Ext 1024
Steven@WarriorRoofing.net
Category Roofing
Subcategory Underlayments
Compliance Method Test Report
Testing Lab PRI Construction Materials Technologies, LLC
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 10/OS/2021
Validated By Jesus Gonzalez, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence FL2346 R7 COI -PR _CeK.gf_11?9eReflAg lLe.O P
Referenced Standard and Year (of Standard) Standard
ASTM 0226
ASTM 04869
Vear
2009
2016
Equivalence of Product Standards
Certified By Approved Testing lab
FL2346 R7 Fnuiv FBC 2017 Standards Eauivalencv.W
1 of2 4/13/2018, 7:44 AM
Florida Building Code Online littps://www.floridabui lding.org/pr/pr_app_dtl.aspx?param=wG E VX.:l
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option B
01/17/2018
01/17/2018
01/17/2018
04/10/2018
FL # i
Model, Number or Name
2346.1 _ 1` #1S and 930 roofing felt
Limps of Use
w
Approved for use in HVH2: Yes
Approved for use outside HVH2: Yes
Impact Resistant: N/A
Design Pressure: N/A
j Other: Primary roof covering should be Installed
IImmediately after felt. Roofing felt is not intended to be anunprotectedweatheringsurface.
12346.2 1Sw and 30w roofing felt _
Limits of Use
j Approved for use In HVH2: No
Approved for use outside HVH2: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: Primary roof covering should be Installed
immediately after felt. Roofing felt Is not Intended to be an
unprotected weathering surface.
Description
ASTM D 226 Tested
Installation Instructions
FL2346 R7 II Installationinstmi tions. f
Verified By: PRI Construction Materials Technologies, LLC
Test Reports
FI.2346 R_ 7 Till Test ReooK.pdf
FL2346 R7 TR 30A Test Ret g_df
ASTM D 4869 Tested
Installation Instructions
FL2346 R7 Ili Installationinstructlons.pd
Verified By: PRI Construction Materials Technologies, LLC
Test Reports
FL2346 R7 TR 1Sw Test Report.pdF
FL2346 R7 TR 30w Test Reagrt.pdf
8adt Neat
ContactMs ::.201.ee1t:5tone-Wad. Tblahassee FL 32399 2GonAL85LL•1.87:-t924
The State of Florida Is an AAJEEO employer. L(IavrioM 2007.2013 5ta "(.FJodda, :: f'.1ftaY-Statlmeat :: accaSSbIItY_StateMent :: 1Mf " -- 5 'tefil M
Under Florida low, ernal addresses are public records. I you do not want your a -coal address released In response to a public -records request, do rat send electronic
met to this 4". instead, contact the offke by phone or by traditional maa If you have any questions, please contact 850.487.139S. *Pursuant to Section
4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under chapter 45S, F.S. must provide the Oepartment with an emal address It they have
one. The emats provided may be used for official communication with the atensee. However emal addresses aft public record. 9 you do not wish to supply a
personal address, please provide the Oeoartment wth an emal address which can be made avatable to the public. To deterrnine If you are a licensee under Chapter
4SS, F.S., pease ct4IiM.
Product Approval Aooapts:
a --
Credit Card
Safe
2 of 2 4/13/2018, 7:44 AM
i
WARRIOR® ROOFING MANUFACTURING
P.O. BOX 40185 • TUSCALOOSA, AL 35M • PHONE (2061553.173d • FAX (205) 553.1755 193
LEROY ANDERSON ROAD • UONROE, GA 30M • PHONE (T70) 207.OW • FAX ("M 207.0"5 323
DEVELOPMENT AVENUE • CHAMBERSBURG, PA 17201 • PHONE (717) 709-0323 • FAX (7171709-0027 Roofing
Felt Installation Recommendations Be
aware that roofing felt should not be walked upon prior -to fastening into position. Proper
safety equipment is recommended for all installations. Also, the roof decking should
be clear of debris and moisture prior to installation of the roofing felt. Roofing
felt should be installed from the bottom of the roof in horizontal layers to increase
the water shedding ability of the felt. The initial layer of felt should be installed to
cover the bottom edge of the decking, from edge to edge. Overhang is not required. Anchor
the top corner of the felt after it has been properly positioned and roll the felt out across
the roof. Pay careful attention to roll the felt out smoothly, avoiding wrinkles as you
move across the roof. The top edge of the felt should be fastened no less than every eight
inches. The middle and bottom edge should also be fastened no less than every eight
inches. Fasteners should be applied no less than every eight inches along the eaves. The
next.course of felt should also be aligned with the roof edge and should overlap the previous
course two inches (sometimes referred to as head lap). In the event you get to the
end of a roll prior to getting to the opposite edge of the roof, begin a new roll with a four
inch overlap over the end of the prior roll (sometimes referred to as end lap). The same
fastening pattern used on the middle and bottom of the initial course should be used for
each subsequent course. For the top of each subsequent course, fasten intermittently to
hold the top edge in place until the next course is applied. The fasteners in the bottom of
the next course will hold the top of the previous course securely. Continue
up the roof in this manner. Be sure to firmly fasten the top of the final course if it
terminates at the top edge of the roof. Otherwise, overlap the felt over the ridge and secure
then begin at the bottom of the other side of the ridge and repeat the process. In
valleys, lay a vertical section of roofing felt the length of the valley prior to the installation
of the horizontal runs of roofing felt. If you use more than one section of roofing
felt in a valley, be certain to start at the bottom and overlap each_ subsequent . length
a minimum of two inches as you move up the valley to s' "'_' ' e" ;ate sejj_..,,r,_ shedding. =~."'..
i.
t ._ A- *i/l.%rilrtr _iA •1.(i rr ..
I
In the event some wrinkles are created while fastening down a course of felt, slice the
i wrinkles and fasten them flat to the deck. Then seal the cuts with waterproofing cement.
Installation of the primary roof covering (ex. Shingles) is recommended immediately
after felt installation.
NOTE: LOCAL BUILDING CODES MAY REQUIRE A DIFFERENT FASTENING
PATTERN AND/OR SPECIFIC FASTENER TYPES THAN RECOMMENDED BY iTHESEINSTRUCTIONS. PLEASE CONTACT YOUR LOCAL BUILDING CODE
ADMINISTRATOR FOR TI•IE EXISTENCE OF REGIONALLY SPECIFIC
FASTENING REQUIREMENTS.
a 4-- 3 )L
CITY OF SANFORD
BUILDING & FIRE PREVENTION
r.
w PERMIT APPLICATION
Application No: 1,p / f , ?
y
oeG
Documented Construction Value: S
Job Address: 3 d f )& A A Lot . Historic District: Yes No
Parcel ID:
Residential W` Commercial Type of Work: New Addition Alteration _Repair Demo Change of Use Move
Description of Work: C
Plan Review Contact Person:
Title:
Phone: Fax: Email:
Property Owner Information
Name
Street:
City, State Zip:
Phone:
Resident of property? :
Contractor Information
Name (e Ctr LouL C I L' 1 Phone: _ `>fU i - 90k-17 6 d
Street: )DOS J t (Q r Fax: '10-ni- V rL,
City, State Zip: S } UcJ i R 347 %I State License No.: Fe( a yafy Architect/
Engineer Information Name:
Phone:
Strect:
Fax:
City,
St, Zip: Bonding
Company: Address:
E-
mail: Mortgage
Lender: Address:
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. 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 commencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 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
1053 Shall be inscribed with the date of application and the code in effect as of that date: 5"1 Edition (2014) Florida Building Code Revised:
June 30, 2015 Permit
Application <010 1
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 of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, IS 713
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning.
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Sigj Vi-
Aura on for/Agcnt
L
W
Cg -i i'I 1 cc
Print Contnactor/Agent's Name
J
of F orida ! / pate` ' .•1nISS1pl; 0t'
fq I .FF 120M
Contractor/Agent is —K PersonallyProducedIDTypeofID _
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building
Construction Type:
Total Sq Ft of Bldg:
Electrical Mechanical Plumbing Gas Roof
Occupancy Use: Flood Zone:
Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: UTILITIES:
COMMENTS:
WASTE WATER:
ENGINEERING: FIRE: BUILDING:
Revised: June 30. 2015
Permit Application
A. CITY OF SANFORD
BUILDING & FIRE PREVENTION
AUG 17 2018 PERMIT APPLICATION
application No: IP)- pj(p0
Documented Construction \`clue: s
Job Address: 3 Lf Historic District: Yes \o
LmaParcelID: "') a -got" + Co ) ResidentialoCoruntercial
Type of Work: :New 0 addition Alteration Repair 0 Demo Change of Use \Ion e Q
Plan Review Contact Person:
Phone- Fax• Emil:
Title:
Prope ;y Owner Information
Name Equace, a L Phone:
n
Street: Resident of propert-\ ;
City. State Zip: r —u 1
Contractor Information
Nar7r,"rii i `i r {^('' I'r',`'. e•j`1 1 1 Phore: G I l r f. ! i '2_
1
Street: i" lt:^ t r Fttx:
City. State Zip: t a is i r i i / / I State License No.:
t
i
Naule
trect:
City. St. Zip:
Flonding Company:
c!tlra;s:
A.rchRect;Engineer Information
Phone:
Fax:
E.- nall:
Iort-s_r Lci.der:
Address:
WAf;.NING TO OWSER: YOUR 1"AILL'i E TO RECCiRf) A NOTICE tal' COMMENC'ENIE.xT m.-kN* RBL'Ur IN 1'GU
PAVING TWICE FOR UIYi U\'E IEN"fS CU 1'C L'i: Pi:Ui Ek'1'1'. A NC'fICE OF C'W01.ESCl:MEN'f Ml'ST 1;}:
RECORDED AND P0s7•ED ON THE JU}: SITE LEFORE THE_ FIRST. INSPECTION. IF VOU INTEND TO Oc;TALN
FI:\ANCISG. CONSULT WITH YOUR LENDER Ok AN A11-0)..NE1' EFFORE I.FCORDINC YOCR NO110E' CIF
COMMENCEMENT.
1•:r:! iS hi., i:...__ l:' i•?:-Il • ..._.. C:: i::. ::i`'.. i:i:_ ..._..:...... a.. 1:::.._...° [ i':.. l:t•r:: Gr !:'cr.di._..:t:: l::i5
i :i:: to ii:_ 0:. .............-^_:....:ii•:.. .:! i•. y'• ......._.. i? ::1__t .._ :a ire t! .'.+' , '! ::. ii•':S:r'....
Iha; .. SdiLliAli: peAnn: C1CCt IL• iscl:r.:! for l!r:'Irica) stark. 13EL'::1!)(:!• $;f•(, a,llj, I!ry I
furncei. beiiieri. (dal s— nvd ::it- con.- itioni'ri. oc.
I'C{' Itfz... 3!mI; br it•.Scribrd %%it;l tl:: (!.It : ,I' uppliat:. •r. 'Ind Ih, c,.t!•:• i:::`; ct o`: a* ll.t:... 1'r!i:ias I:if 1-t i'I••ri.ia t!' L:uil n. Gt9:
NOTICE: Ln addition to the requirements of this permit. th;re may b: additionsl r:suictions appli:able to this proper,' that 13% be
found in the puhli: records of this county. and th_re n..iy be addi:ioaal p.-muts required foin o:hrr govcmm-ma! cmiti:s such
management districts, state t:zenci'_s. or federal acencics.
cceptaace of permit is veri icaiion Ohm I -ill uotifh• the o-wn er of the propenvof t`l: r:quiren:ents of Fllridn Lier. t_a•.t•. FS 711, The
Ci-y of Szinford r:_',ulres pa\•nl:nt of a plan ret•I:mv ft: at the Mille of perli`.li subnainal A copy of the execti(ed eor,trl%t i5 re•l'li tt! m
order to calculate a p'.an review charec and will be considered the estitaat:d construction calu: of the job at th:• tithe of suhrait,i. Thu-
ectual constriction value will be figured bated on h: current ICC• Valuation Table in c feet at tie tire: the pertnit is iss::ed, is accordancewithlocalQidi,l :1Ce. S10Id C :ill charges ,lS at? Cfi Ii::%e; ii[ed CQ it 3:re\C:ed l:ie tt:ii:31 CJn:riSCilJri t":!ue, refit \till
be apr lied to Our per -nit fees wht-n the permit 13 ISSU., i. OWNER'S
AFFfDAVIT: I certify that all of the foregoing information is accurate and that all work wiil be done
in compliance with all applicable laws re tulatinn construction a wig. p: \mot
Y. .•?:3[: •?C 'i.:?.]l L i:: ii: NII
or Prz,duced
f7 T\- of I? r CCor.:
2ti
of : l::ii / PCi?Jri ,l R .14i ri \lam l.- l'ro
uceLIG T\-P:,o.'I'G BELOW IS
FOR OFFICE USE ONLY Permits Required:
Li:silt•'..i -r EI;_.. cif \'lccli:. c ' PI::::;`i: s Gat ' Roo: Construction Type:
Occupancy Use: Flturd Zone: Total Sq
171 of BIBS: Min. Occullancy Load: - of S orie t ;: ellCctnstructian:
Eli:ctt•ic - - of AniP_ Plumbiti, - = of Fimures Fire Sprinkler
i'erniii: Yes No = c. C 1-1e-ds - Fir-,! Al:u•ril Perm;(: 1•c; \,) APPi:OVALS.
ZcaNilt;. COM'ME
NTS: U i•
it ITIES: VV.-I.STE \V a t ER: 1-'#!:ILDING:
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
A lication Number . . . 18-00001868 Date 8/17/18
Application pin number . . . 008596
Property Address . . . . . . 3896 SALTMARSH LP
Parcel Number . . 17.20.31.502-0000-0320
Application type description NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name . . . . . .
Property Zoning . . . . . . . PUD
Application valuation . . . . 333154
Application desc
noc on file
Owner Contractor
PARK SQUARE HOMES PARK SQUARE HOMES
5200 VINELAND RD SUITE 200
ORLANDO FL 32811 ORLANDO FL 32811
407) 257-6940 (407) 529-3000
Structure Information 000 000 ----------------------
Construction Type . . . . . VS
Occupancy Type . . . . . . RESIDENTIAL USE GROUP
Flood Zone NONE
Other struct info . . . . . ELEC - # AMPS 200.00
PLUMBING FIXTURES 22.00
NUMBER OF STORIES 2.00
SQUARE FOOTAGE 3084.00
Permit . . . . . . ELECTRICAL PERMIT
Additional desc . .
Phone Access Code 1071463
Permit pin number 1071463
Sub Contractor STRADA ELECTRIC & SECURITY
Permit Fee . . . . 80.00
Issue Date . . . . 8/17/18 Valuation . . 0
Expiration Date . . 2/13/19
Qty Unit Charge Per Extension
200.00 .4000 AMP ELECTRICAL - NEW CONSTRUCTION 80.00
Special Notes and Comments
All projects within the City shall use
WastePro for debris removal. Please
contact WastePro at 407.774.0800.
Normal hours for inspections are from
7:30 through 4:30 Monday through
Thursday. Please be aware you must
contact the Building Official to
schedule a Friday or after hours
inspection. This is required since not
every inspector is licensed to do every
type inspection. Communication is the
key, so please contact the Building
Official if you have any questions at
407.688.5058 or at
dave.aldrichosanfordfl.gov
Water impact fee $1343.00
Sewer impact fee $3025.00
Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00
O1-APPLCTN FEE -BUILDING 25.00
O1-APPLCTN FEE -MECHANIC 25.00
O1-APPLCTN FEE -PLUMBING 25.00
O1-BLDG PLAN REVIEW 1227.00
02-CURB CUT/DRIVE - SIP 40.00
FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.
NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED.
NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED.
UNIVERSALE erect 0110.1 00817.0000
ENGINEERING SCIENCES Report Date: 8/15/2018
Consultants In: Geotechnical Engineering - Environmental Sciences
Geophysical Services - Construction Materials Testing - Threshold InspectionEDBuildingInspection - Plan Review - Building Code Administration
v
3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 / 8—
In -Place Density Test Report
Client: Park Square Homes
5UES
Technician: Sammie Edwards 200
Vineland Road, Suite 200 Orlando,
FL 32811 Date Tested: 08/15/2018 Project:
Wyndham Preserve, House Lot Testing East
Lake Mary Boulevard & Brisson Avenue South, Sanford, Seminole County, FL 32773 Area
Tested: 3896 Salt Marsh Loop (Lot #32) Material:
Native Reference
Datum: 0 = Bottom of Footing Tyne
of Test: Field:
ASTM D-2937 Drive Cylinder Method 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 aximum
Density
pcf)
ptimum
Moisture
eft
Field
Dry Density
pcf)
Field
Moisture
1%)
Soil
Compaction
1
Native
Depth
inch)
Pass
or
Fail 11
North Footing 0-1 ft 106.8 10.6 105.3 7.4 99 N/A Pas: 12
South Footing 1-2 ft 106.8 10.6 106.7 6.9 100 N/A Pas: 13
East Footing 1-2 ft 106.8 10.6 103.7 4.7 97 N/A Pas: 14
North East Corner of Pad (TOF) 1-2 ft 106.8 10.6 102.8 5.9 96 N/A Pas: 15
Center of Pad (TOF) 2-3 ft 106.8 10.6 101.5 3.7 95 N/A Pas: Remarks:
TOF= Top Of Fill Tn
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16- /66
DESCRIPTION AS FURNISHED: Lot 32, WYNDHAM PRESERVE, as recorded in Plat Book 81. Pages 93
111ouall 102 of the Public Records of Seminole County, Florida.
I
IIf)I:NUARV FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporotion):
Winderweedle, Haines, Weird $r Woodman. PA: Attorneys' l'itle
Insurance Fund: Bank of Arneri,:.o
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L 1
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: S 6158.00
Job Address: 3896 Saltmarsh Loop Historic District: Yes No
Parcel ID: 17-20-31-502-0000-0320 Lot 32 Residential ® Commercial
Type of Work: New ® Addition Alteration Repair Demo Change of Use Move
Description of Work: Install new 4.0-ton HVAC system with duct work
Plan Review Contact Person: Paula Bagley Title: Permit Clerk
Phone: 407-975-2762 Fax: 407-629-9307 Email: permitting@onestopcooling.com
Property Owner Information
Name Park Square Homes Phone: 407-529-3000
Street: 5200 Vineland Rd #200 Resident of property? :
City, State Zip: Orlando, FL 32811
Contractor Information
Name One Stop Cooling & Heating, LLC Phone: 407-975-2762
Street: 7225 Sandscove Court Fax: 407-629-9307
City, State Zip: Winter Park_ FL n2742 State License No.: CAC 032444
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip:
Bonding Company:
Address:
E-mail:
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: 51° Edition (2014) Florida Building Code
Revised: June 30.201 S Permit Application
n
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 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current [CC 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 fore oing information is accurate and that all work will
be done in compliance with all applicable laws regulati g 91nstructTn and zoning.
Signature of Owner/Agent Date Si ature of
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Kevin Stine
Print Contractor/Agent's Name
Signature
10/5/18
Date
KELLY WEBSTER
Notary Pu01k - State of Florida
CommisaIon I FF 078034
My Comm. Explres Apr 4, 2020
Owner/Agent is Personally Known to Me or Contractor/Age t
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
Revised: June 30, 2015 Permit Application
15 lightyears, Inc
776 Bennett Drive
Longwood, Florida 32750
June 1, 2018
To: Local Building Department
RE: Blower Door Test & Duct Leakage Test Reports
To whom it may concern,
15 lightyears
This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building
Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing.
The attached forms were provided by the Florida Building Commission as the accepted forms to be
submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical
Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through
R-80 (page numbers 159-161).
Web link provided for quick access to the TAM document hnps://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@151/ghtyears.com
Respectfully,
7e
Timothy _ rhith
15 Lightyears, Chief Operations Officer
Energy Technical Advisor
RESNET Quality Assurance Designee
IECC Residential Energy Inspector/ Plans Examiner
Member, Building Officials Association of Florida Member and Code Development Committee
participating member. Also, representative to the Florida Building Commissions, Energy Technical
Advisory Committee for the BOAF- CDC
Envelope Leakage Test Report (Blower Door Test)
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Jurisdiction: Permit #: 149
Job Information
1
c.
rBuiIder-q jLc1 re Community: r cJrxt14, 4 fv'1 Lot: 32 Address: •
ge? p¢l i%9 Unit: City:
e+141' State: F Zip: 3277 S Air
Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI 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. ERFORMANCE
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 ACH50. ACH(
50) specified on Form R405-2017-Energy Calc (Performance) or R406-2017 (ERI): A
0G X 60 = O p(i = p• Method for calculating building volume: CFM(
50) Building Volume ACH(50) O Retrieved from architectural plans ASS (
Mechanical Ventilation is not required) Q-1c6de software calculated PASS (
with Mechanical Ventilation) O
field measured and calculated 1-1 FAIL R402.
4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure or 0.2 inch w.g. (50 Pascals). Testing
shall be conducted by either Individuals as defined in Section 553.993(5) or (7). Florida Statues, or individuals licensed as set forth In Section 489.
105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the parry 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 LightVears, Inc Phone: (855)438-1515 I
hereby verify that the above Air Leakage res is are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation
requirements a to the comp i e method selected above. Signature
of Tester: Date of Test: Printed
Name of Tester: Aaron Overholt License/
Certification #: 2DNAB7 Issuing Authority: RESNET Copy
of License / Certificate of the tester must be attached)
Duct Leakage Test Report
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Jurisdiction: Permit #: 4. 7
Job Information
Builder:Q,e S Community: r j (" \ Lot: 3
Address: 3g,5; Unit:
City: 3-Ar -Cj State: Zip: Duct
Leakage Test Results System
1 55 cfm25 System
2 cfm25
System
3 cfm25 um
of any dditional
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 ( ) []NO (%6.3) D'
Poerformance / ERI Method cfm25 (out or Total) To
qualify using this method, Qn must not be greater than the S +
02-4:0elJ= 40.000n proposed duct leakage Qn specified on Form R405-2017 or R406-2017. Total
of all Total Conditioned Leakage
T s ecf ied on Form R405-2017 systems
Square Footage g Ype selected on Form Qn P i R405-
2017 (Energy Calc) or R406-2017 (Energy Calc) or R406-2017 ASS
o •03 Duct
tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section 553.
993(5) or (7). Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutes. Testing
Company Company
Name: 15 Lightyears, Inc Phone: (855) 438-1515 1
hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation
requirements according to t ance method selected above. Signature
of Tester: Date of Test: Printed
Name of Tester: Aaron Overholt License/
Certification #: 2DNAB7 Issuing Authority: RFANFT Copy
of License / Certificate of the tester must be attached)
a
LL
W
z
N
W
ce
Certificate of Achievement
THIS ACKNOWLEDGES THAT
Aaron Overholt
HAS MET THE STANDARD REQUIRED BY RESNET, AS A
CERTIFIED RATING FIELD INSPECTOR
R F I # 2GNAB7
Certification Date: 08/07/2018
Certification Expires: 08/07/2021
2
Tim Smith,
RESNET Quality Assurance Designee
15 ears
RESNET QA Provider # (1998-199)