HomeMy WebLinkAbout2364 Blue Grouse Ln 18-4778 New Construction SFHCITY OF SANFORD
t DEC 1 7 101% BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: N - 4119-
Documented Construction Value: $ 60 3a0 10%. ZS
Job Address: 2364 Blue Grouse Lane, Sanford, FL 32773 Historic District: Yes No
Parcel ID: 17-20-31-502-0000-0460 Residential ® Commercial
Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move
Description of Work: Construction of new single family residence
Plan Review Contact Person. Michelle Parkison Title: Permitting Manager
Phone: 407-529-3135 Fax: Email: mparkison-parksguarehomes.com
Property Owner Information
Name Phone:
Street: Resident of property? : No
City, State Zip:
Contractor Information
Name Park Square Homes/ Vishaal Gupta Phone: 407-529-3000
Street: 5200 Vineland Rd Suite 200 Fax: 407-529-3001
City, State Zip: Orlando, FL 32811 State License No.: CRC1330351
Architect/Engineer Information
Arch. / MJS Home Designs Arch. 407-629-6711
Name: Eng. / MCD - Brian A Danzis - PE 81262 Phone: Eng. 407/681-1917
815 Orirnta Ave, Ste 1040, Altamonte Springs, FL 32701
Street: 1035 Greenwood Blvd, Ste 173, Lake Mary, FL 32746 Fax:
City, St, Zip: E-mail:
Bonding Company: Mortgage Lender:
Address: Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ]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 foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
a a' IS Ja • /a.1®
Signature of Owner/Agent Date Signature of Contractor/Agent Date
Vishaal Gupta Vishaal Gupta
Print Owner/AreaDme Print Contractor/A s Name
Ia• IS•ta 1a 8 •8
i a re of Notary -State of Flori at Sigriatufre of Notary -State of Florida Date
MICHELLE PARKISOIN MICHELLE PARKISONr
IJolary Publtc - Slale of Florida'; Nolar/ Public - State of Florida .
Commission q GG 157861 _ Commission N GG 157861
rOb •o My Comm. Expires Nov 5, 2021 °' fs ,; My Comm. Expires Nov 5.2021
Bonded through NotionilNotary Assn. Bonded through Nae ntd Nolnry Am Owner /
Age r ona y own o e or Contractor/Agent is e s a o 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: Total
Sq Ft of Bldg: Occupancy
Use: Min.
Occupancy Load: Flood
Zone: i
Atobof
Stories: New
Construction: Electric - # of Amps Plumbing - # of Fixtures Fire
Sprinkler Permit: Yes No # of Heads PD
APPROVALS:
ZONING: 1 7 19_ UTILITIES: ENGINEERING:
VA-rc. /2.2149 FIRE: COMMENTS:
Fire
Alarm Permit: Yes No WASTE
WATER: BUILDING:
C'47I. ;I • (I Revised:
June 30, 2015 Permit Application
CITY OF SANFORD
t BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: ) 411
Documented Construction Value: $ $132-550.00
Job Address: 2364 Blue Grouse Lane, Sanford, FL 32773 Historic District: Yes No
Parcel ED: 17-20-31-502-0000-0460 Residential® Commercial
Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move
Description of Work: Construction of new single family residence
Plan Review Contact Person. Michelle Parkison Title: Permitting Manager
Phone:407-529-3135 Fax: Email:mparkisonCc-,parksquarehomes.com
Property Owner Information
Name Phone:
Street: Resident of property? : No
City, State Zip:
Contractor Information
Name Park Square Homes/ Vishaal Gupta Phone: 407-529-3000
Street: 5200 Vineland Rd Suite 200 Fax: 407-529-3001
City, State Zip: Orlando, FL 32811 State License No.: CRC1330351
Arch. / MJS Home DeArchitect/
Engineer Information Arch.
407-629-6711 Name:
Eng. / MCD - Brian A Dasigns nzis - PE
81262 Phone: Eng. 407/681-1917 815 Orimta
Ave. Ste 1040, Altamonte Springs, FL 32701 Street: 1035
Greenwood Blvd. Ste 173, Lake Mary, FL 32746 Fax: City, St,
Zip: E-mail: Bonding Company:
Mortgage Lender: Address: Address:
WARNING TO
OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application
is
hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior
to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this
jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers,
heaters, tanks, and air conditioners, etc. FBC 105.
3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June
30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
a to la W -18.1®
Signature of Owner/Agent Date Signature of Contractor/Agent Date
Vishaal Gupta Vishaal Gupta
Print Owner/Age ame Print Contractor/A s Name
la la18 10 1848
i a re of Notary -State of Flon at Signat of Notary -State of Florida Date
E(Dp'
MICHELLE PARKI50N N:' ;' •MICHELLE PARKISON
Public -State of Florida1J01ary PublicSlale of Florida
ommission # GG 157861Commission N GG 157861
Comm. Expires Nov 5, 2021 : , My Comm. Expires Nov 5.2021
edlhrwohNn6onnlNotar/AssnBond Ihiough N,hund Molar/Assn.
Owner/Agena y own to a or Contractor/Agent is e s is o ii''i7'fV"
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:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
APPROVALS: ZONING: UTILITIES: .5 ASTE WATER:
ENGINEERING:
COMMENTS:
FIRE: BUILDING:
Revised: June 30, 2015 Permit Application
CITY OF
ANF ORD
PLANNING & DEVELOPMENT
SERVICES DEPARTMENT
Flood Zone Determination Request Form
Name: Daphne Clark Firm: Park Square Homes
Address: 5200 Vineland Road, Suite 200
City: Orlando State: FL Zip Code: 32811
Phone: 407-257-6940 Fax: Email: parksquare@permitspermitspermits.com
Property Address: 2364 Blue Grouse Lane
Property Owner: Park Square Enterprises, LLC
Parcel identification Number: 17-20-31-502-0000-0460
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)
OFFICIAL USE ONLY
Flood Zone: X Base Flood Elevation: NSA 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# 18-4778
Reviewed by: Michael Cash, CFM Date: December 27, 2018
Application for Paved Driveway, Sidewalk or
WalkwayIncluding Right -of -Way Use & g
Fti1877- Landscaping in Right-%.r Way
www.sanfordn.gov Department of Planning & Development Services
300 North Park Avenue, Sanford, Florida 32771
Phone:407.688.5140 Fax:407.688.5141
This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the
City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or
sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a
driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other
jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the xno.rbnti,below.
size and location of the existing right—of-way and use shall be provided or application could be delayed. Callbeoreyouato
1. Project Location/Address: 143 V Lk `bVkCL. GrnLIS2_ (r
Jo r tOra -L
2. Proposed Activity: X Driveway Walkway Other:
3. Schedule of Work: Start Date Completion Date El Emergency Repairs
4. Brief Description of Work: Construction of new driveway for new single family residence
This application is submitted by:
Property Owner.
Signature: Print Name: Vishaal Gupta
Address: 5200 Vineland Rd Suite 200 Orlando, FL 32811
Phone: (407) 529-3135 • Fax: Email: mparkison@parksquarehomes.com Date: 16t • 18 Ig
Maintenance Responsibilities/Indemnification
The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This
shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization,
remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways,
utilities, stonnwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the penmttee shall
remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does
not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous
condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the
Requeslor's property to recover costs of restoration.
To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ-
ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct,
indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of
defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or
connected with the use of the City's right-of-way.
I have read and understand the above statement and by signing this application I agree to its terms.
Signature: Date:
This permit shall be posted on the site during construction.
Please call 407.688.5080 24 hours In advance to schedule a pre -pour inspection.
Pre -pour Inspection by: Date:
Application No:
Reviewed:
Public Works
Official Use Only
Fee:
Utilities
Approved:
Engineering
Site Inspected by:
Special Permit Conditions:
Date:
Date:
Date:
Date: I'Z 2-1 20/9
Date:
November 2015 ROW Use Drtvaway.pdr
DESCRIPTION AS FURNISHED. Lot 46, WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 93
through 102 of the Public Records of Seminole County, Florido.
PLOT PLAN FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation);
Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title
Insurance Fund; Bank of America
LOT 39 ' N 89040'51 " E
LOT 40
4, ` I 60.00,
34.47' 34.47'
t 5.67'
16.7'
15.67'
C
0
LANAI
12.0'
15.67' --
w LOT 46
o,
Qoo n
LOT 47 In
O PROPOSED RESIDENCE
O 2087-TRIOECA-9
2 CAR GARAGE RIGHT ,
I N
11.6%"
LJCOV'D.
3 0 •4.0' ENTRY
AC
15.67" --
9.3'
h
Ni
0
CV
19.3' 1
15 67' —
16'
WALK
DRIVE
25.2 5.20'
WALK
CURB
N 89040'51 " E
60.00'
LOT 45
a
112.95-- ---- -._1.1 .0
SErUACKS AS FURNISHED
FRONT = 25'(•)
26" BL U.l' GR 0 U"_S1 LAN_I' SIDE: SIDE - 5' (40' LOT)
7.5' (60' LOT) 50' PRIVATE R/NJ)
10' (7:)' LOT)
StIVE STREET = 25' (60' & 75' LOT)
15' (40' LOT)
25' FRONT SETBACK CAN BE REDUCED
TO 7.0' ONCERTAIN LOTS. NO MORE THAN PLOT PLAN ONLY
SUCCESSION AT 20' AND A MINIMUMZ) IN SU PLOT PLAN AREA CALCULATIONS NOT A SURVEY
OF (2) IN SUCCESSION AT 25' TOTAL LOT AREA 6.900 1 SQUARE FEET
PROPOSED = FINSHCD SPOT GRADE ELEVATIONS FLATWORK ON/OFF LOT - TOTAL t SQUARE FEET FLATWORK
ER DRAINAGE PLANS ,J DRIVE 403/ 128- 532 t SQUARE FEET FOUNDATION/PAD 1.354 1. SQUARE FEET
V- = PROPOSED DRAINAGE FLOW \ yF WALKS 57/ 300= 357 t SQUARE FEET t50 cEEeyLOTGRADINGTYPEA
QOPROPOSEDF.F. PER PLANS
SOD 4,90a/ 292 = 5,196 t SOUnRE FEET
FREARRONTPPORCH DECK J' S U•li?c i
POOL DECK N/A 1 SOUA14E FEE;
28 5' Q NOTE., FRONT SIDEIVALK AND STREET LOGTION TAKCN FROM PLANS PROVIOEO DY CLI_NT NOT FIELD VCHWIED
GR US'FjViVErT'R - S C0 TT ASSOC-'-, INC. - LAND SI UR
LC6E`1D - LCGCND -
PLAT POL POIN1 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (-10')-r;:,?-- I •I,'',f• ON LINE
r • rICLD IYP. TYPICAL KOTES:
ID. . IRON POD P,R.C. . POINT Or COWUREVERSE CURVATURCOrC6IPUWIDCWVATVR[ I". • RWN POD
AP.
I THE UIIDERS16NED DOES HEREBY CERTIFY TINT MIS SURM UECTS FHC STANDARDS OF PRACTICE SET rOR71 91 WE 1'WM A DOAVO O% RADIICK • CONCRi I[ r.DIRIPirN • RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLOR104 ADUWISMTA'C COVE PURSUANT TO SEV10N N77.077. iLOPIryA SINIUES
R. TI 1=• • I/2• IR •/•LD -59G IIF. - r.'p11-InDInL UNLESS EMOOSSCV NTJJ/ SURVEYOR'S SIG/UTVRC ARD ORIGINAL RAISED SEA. THIS SURVEY AMP OR C17PIES ARC NOi VAUO
AEC. RECUvCaCD VA VITNE SS POUIT 3 MIS SURVEY WAS PREPARED FROM IRLE INFORMATION rURNISHEO TO THE SURVEYOR. THERE MAY BE OTHER RCSIRICIIDNNS
P.0 i'. POD11 Or CDCGIK411G CALL. • CALCULAICD
I.00. • PDW Dr CORNENCEND17 PAX • PERNAiNT PErERCI:CC NONVNCNI
OR EASENCNIS THAT ATCCI M75 PROPERTY
4, NO UNDERGROUND NUPROVCMDRS HAVE OEEN LOCATED UNLESS OMCRMSE SHO:1•N. L CCIL t D!SO4C Ff. WILDING rLDORSEIVA CLCL•A/IDNtILU • NAIL L DISY 9SL • WILDING SCIGACv. LRIC 5. THIS SURVEY IS PREPARED FOR ME SOLE BENrnT Or MOSC CERTRIEO TO AND SHOULD NOT BE RELIED UPON DY ANI OIHTP ENTITY.
P,V RIGNI-Or-VA( ,K DCNCIIIWIK 6. DIUOJSWNS SHOWN FOR Mr.•LOCAIION Or )MPROVEME1113 HEREON SHOULD NOT BC USED TO RECONSTRUCT 0011-PAR) LIMES
CSNT. CASCN[N7 P•P. 9ASC 9CARI/4G
DRnINAGC
7. OCARINGS. ARC DASEO ASSUMED PIR/JJ AND OH THE UNE SHOWN AS BASE OCARING (0.8)
UTI1.• Vlll. • UTILIIY 6. ELEVATIONS IF SHOWN, ARC R+SED ON AAIIOBAL GEODETIC VERTICAL OAIUU Or 1029. UNLESS OTHER47SE r:011.0
CLft. • C1IAIII LINK rCI?CE 9. CERON'rAIC Or AUMORIIAHOM NO 459e,
C/G • CDNCRCTC GLUCr.
PC, • PDIN1 of CURVAnST SfJ•LC 1- I• 20' ORAWN BY: ••, vP--
ORDERP1POIIITor7A1GCNCT
L'ESC. UCSCRIPIKIN CERTIFIED Rr.- No.
R • RADIUS
L • ADC LCIGIII PLOT PLAN 1 1-27-2018 7BL7- 18
D DCLTA
C • CIDRD
C S CHDRG VL-QVIG
NORTH T
1
A
THl$ 9UILDINNC\PROPERTY DOES NOT LIE tWITHIN--_. 01
IiIC ESTA9USHE0 100 YEAR FLOOD PLANE AS PER 'FIRM''Ol.1 tUSENd1EYFR, R.L. /1 4714
ZONE 'x' MAP I 17117C0090 F (09-28-07) S I.! SCOTT. TLS 1 4801
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 1 al •
I hereby name and appoint: David Mercer
an agent of: Park Square Homes
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
O The specific permit and application for work located at:
Street Address)
Expiration Date for This Limited Power of Attorney: 19. 31 • I a
License Holder Name: Vishaal Gupta
State License Number: CRC13303
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF Orange
The foregoing instrument was acknowledged before me this IQ> day of 'ts, ,
200 j&, by Vishaal Gupta who is q(personally known
to me or o who has produced
identification and who did (did not) take an oath,
S ture
12-
Notary Sea])
Print or type name
y:, MICHELLE PARKISON Notary Public - State ofNotaryPublic - State of Florida
Commission # GG 157861 Commission No. ,G-1 \518(-p t
My Comm. Expires Nov 5, zozl My Commission Expires: k - C5. o'XJQjBondedboughNabmWNotaryAssn.
Rev. 08.12)
1ORp
4 ITY •
Permit M
Amount:
Date:
Receipt #:
Reference M
BR18-004778
250.00
12/20/2018
301768
2694
Building Division
Receipt
COUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100009
BUILDING APPLICATION #: 18-10000950
BUILDING PERMIT NUMBER: 18-10000950
UNIT ADDRESS: BLUE GROUSE LANE 2364
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF:
SUBDIVISION:
PLAT BOOK: PLAT BOOK PAGE:
OWNER NAME:
ADDRESS:
dwt- IS- 4 -1-181
DATE: December 18, 2018
17-20-31-502-0000-0460
PARCEL:
TRACT:
BLOCK: LOT:
APPLICANT NAME: PARK SQUARE ENTERPRISES
ADDRESS: 5200 VINELAND RD STE 200 ORLANDO FL 32811
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 2364 BLUE GROUSE LANE / WYNDHAM PRESERVE
SFR
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
ROADS-ARTERIALS CO -WIDE ORD
Single Family
ROADS -COLLECTORS
Housing 705.00 1.000 dwl unit 705.00
N/A
SingleCily Housing 00 1.000 dwl unit 00 UE
FIRER00
LIBRARY
CO -WIDE ORD Single
Family Housingg 54.00 1.000 dwl unit 54.00 SCHOOLS
Single
Family CO -
WIDE ORD Housing
9,000.00 1.000 dwl unit 9,000.00 PARKS
N/A 00
LAW
ENFORCE N/A 00
DRAINAGE
N/A 00
AMOUNT
DUE 9,759.00 PERSONS
ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE -pajj SEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE
OF A BUILDING PERMIT. PERSONS
ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, 2-10145 TO
APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST
BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS
OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE
OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST
MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES
OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM
THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD
FL, 32771; 407-665-7356. PAYMENT
SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING
DEPARTMENT 1101
EAST FIRST STREET SANFORD,
FL 32771 PAYMENT
SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE
COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS
STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED
WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE
Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL
Inst #2019013463 Book:9294 Page:1617; (1 PAGES) RCD: 2/6/2019 3:42:19 PM
THIS INSTRUMENT PREPARED BY:
Name: All Suarez
Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811
NOTICE OF COMMENCEMENT
Permit Number. BR18-004778
Parcel ID Number: 17-20-31-502-0000-0460
CERTIFIED COPY GRANT MAL OYCD';
Div, CLERK OF THE CIRCUIT COURTANDCOP11P1'IO"-I:RSEMINCL "OU+ "ti; FLORIDA
8Y '
1APUTY CLERK
Uat
The undersigned hereby gives notice that Improvement will be made to certain real property, and In accordance with Chapter 713. Florida Statutes, the
following information Is provided In this Notice of Commencement.
1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address If available)
Lot 46 Wyndham Preserve Plat Book 81 / Pages 93-102 : 2364 Blue Grouse Lane, Sanford, FL 32773
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Construction of a new single famlly residence
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: Park Square Enterprises LLC 5200 Vineland Rd Suite 200 Orlando FL 32811
Interest In property: Fee Simple
Fee Simple Title Holder (If other than owner listed above) Name:
Address:
4. CONTRACTOR: Name: Park Square Homes Phone Number. 407-529-3000
Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811
S. SURETY (If applicable, a copy of the payment bond is attached): Name: N/A
Address: N/A Amount of Bond: N/A
6. LENDER: Name: Fifth Third Bank Phone Number.
Address: 5050 Kingsley Dr. MD: 1MOC3J ClnclnnaU, OH 45227
T. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section
713.13(1xa)7., Florida Statutes.
Name: Phone Number.
Address:
S. In addition, Owner designates of
to receive a copy of the Uenor's Notice as provided In Section 713.13(1xb), Florida Statutes. Phone number.
g. Expiration Date of Notice of Commencement (The expiration Is 1 year from dale of recording unless a different date Is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
W ) L... l—
I -
Vishaal Gupta, Executive Vice President
S191-11s of al p , Oth~& or Lease's (Point Nw* and Provide Signttmys TWo Office)
AuthO I W 0 call /Pannu/Wns9*0
State of 1 09 1 Y/4 County of fJY
The foregoing Instrument was acknowledged before me this day of roil), , 2 1
by Jc S4 AAC-, Ullu / I Who Is personally known to mepOR
Nsma d person nuNng staument
who has produced identification 0 type of Identification produced:
1UDYLMERCER
NohryW6Rc-StateofFlodde
Commbsbn r GG 096251
y4! tujCtltsm E)DreSMay26,202I ry SlpneWro
FORM R405-2017 RECORD COPY
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot 46 1986 Tribeca B RHG - S Builder Name: Park Square Homes BV/40
Street: o? 3&d 3BW.A _ &_rw.-6 - - ty„¢. Permit Office: City of Sanford
City, State, Zip: Sanford , FL , Permit Number: # 8 4 7 0
Owner: Jurisdiction: 6915 0 8 c<`o
Design Location: FL, Sanford County: Seminole (Florida Climate Zone 2) 9•Q/r
1. New construction or existing New (From Plans) 9. Wall Types (2674.7 sqft.) Insulation Area
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior R=11.0 1368.00 ft2
b. Concrete Block - Int Insul, Exterior R=4.1 1050.00 ftz
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 256.67 ft2
4. Number of Bedrooms 4 d. N/A R= ft2
10. Ceiling Types (1313.0 sqft.) Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1313.00 ftZ
6. Conditioned floor area above grade (ft2) 2087 b. N/A R= f12
Conditioned floor area below grade (W) 0
c. N/A
11. Ducts
R= ft2
R ft2
7. Windows(234.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 397.2
a. U-Factor: Dbl, U=0.55 115.00 ft2
SHGC: SHGC=0.22
b. U-Factor: Dbl, U=0.58 64.00 ftz 12. Cooling systems kBtu/hr Efficiency
SHGC: SHGC=0.29
a. Central Unit 41.0 SEER:16.00
c. U-Factor: Dbl, U=0.54 55.00 W
SHGC:. SHGC=0.25 13. Heating systems kBtu/hr Efficiency
d. U-Factor: N/A ft2 a. Electric Heat Pump 39.0 HSPF:9.00
SHGC:
Area Weighted Average Overhang Depth: 2.989 ft.
Area Weighted Average SHGC: 0.246 14. Hot water systems
a. Electric Cap: 50 gallons
8. Floor Types (2087.0 sq(t.) Insulation Area EF: 0.900
a. Slab -On -Grade Edge Insulation R=0.0 1028.00 f12 b. Conservation features
b. Floor Over Other Space R=0.0 774.00 ft2 None
c. other (see details) R= 285.00 ft2 15. Credits Pstat
Glass/Floor Area: 0.112
Total Proposed Modified Loads: 64.47 PASSTotalBaselineLoads: 67.74
1 hereby certify that the plans and specifications covered by Review of the plans and V14E S74T
this calculation are in compliance with the Florida Energy specifications covered by this
Code. calculation indicates compliance
Digitally signed by Austin TothAustinToth with the Florida EnergyCode. m+,; - .,. „ OZ Datr.20M1.252037.20-05'00'
PREPARED BY: Before construction is completed
DATE: this building will be inspected for V a
compliance with Section 553.908
I hereby certify that this buildi , as desig d, is in compliance
Florida Energy
Florida Statutes. j,
C
with the
OWNER/AGE - BUILDING OFFICIAL:
DATE: -f DATE: 1-yst-t cF
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 On requires a Duct Leakage Test Report confirming duct leakage to outdoors,
tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 On for whole house.
11/25/2018 8:34 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 61h Edition (2017) Compliant Software Page 1 of 5
FORM R40S-9017 INPUT SUMMARY CHECKLIST REPORT
PROJECT
Title: Lot 46 1986 Tribeca B RHG - Bedrooms: 4 Address Type: Lot Information
Building Type: User Conditioned Area: 2087 Lot # 46
Owner Name: Total Stories: 2 Block/Subdivision: WYNDHAM PRESERV
of Units: 1 Worst Case: No PlatBook:
Builder Name: Park Square Homes Rotate Angle: 90 Street:
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
J Design Temp Int Design Temp Heating Design Daily Temp
Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range
FL, Sanford FL_ORLANDO_SANFOR 39 93 70 75 677 44 Medium
BLOCKS
Number Name Area Volume
1 Blockl 2087 19091.4
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms— -.InfillD Finished Cooled Heated
1 1 st Floor 1028 9560.4 Yes 0 0 1 Yes Yes Yes
2 2nd Floor 1059 9531 No 5 4 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Floor over Garage 2nd Floor ---- ---- 184 112 11 0.29 0 0.71
2 Raised Floor 2nd Floor ---- ---- 101 ft2 11 0.29 0 0.71
3 Slab -On -Grade Edge Insulatio 1 st Floor 112.5 It 1028 ft2 0.29 0 0.71
4 Floor Over Other Space 2nd Floor ---- ---- 774 112 0.29 0 0.71
ROOF
Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch
Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg)
1 Hip Composition shingles 1578 ft2 0 ft2 Dark N 0.9 N 0.9 No 0 33.7
ATTIC
IRCCTypeVentilationVentRatio (1 in) Area FIBS
1 Full attic Vented 300 13131? N N
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FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Under Attic (Vented) 1 st Floor 30 Blown 1313 ft2 0.1 Wood
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
ft r)rnt To Wall Typo Space
1 N=>E Exterior Frame - Wood 2nd Floor 11 47 0 9 0 423.0 ft2 0 0.25 0.8 0
2 N=>E Exterior Concrete Block - Int Insul 1st Floor 4.1 32 6 9 4 303.3 ft2 0 0 0.8 0
3 E=>S Exterior Frame - Wood 2nd Floor 11 29 0 9 0 261.0 W 0 0.25 0.8 0
4 E=>S Exterior Concrete Block - Int Insul 1st Floor 4.1 10 0 9 4 93.3112 0 0 0.8 0
5 S=>W Exterior Frame - Wood 2nd Floor 11 47 0 9 0 423.0 ft2 0 0.25 0.8 0
6 S=>W Exterior Concrete Block - Int Insul 1st Floor 4.1 41 0 9 4 382.7 IF 0 0 0.8 0
7 W=>N Exterior Frame - Wood 2nd Floor 11 29 0 9 0 261.0 ft2 0 0.25 0.8 0
8 W=>N Exterior Concrete Block - Ini Insul 1st Floor 4.1 29 0 9 4 270.7 ft2 0 0 0.8 0
9 NE Garage Frame - Wood 1st Floor 11 27 6 9 4 256.7 ft2 0 0.25 0.8 0
DOORS
Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 E=>S Insulated 1st Floor None 39 3 8 24 ft2:=
2 -=>NE Wood 1 st Floor Rone- 39 2 8 8 21.3 ft' 2-
WINDOWS
Orientation shown is the entered orientation => changed to As Built rotated 90 degrees),
V Wall Overhang
Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening
1 N=>E 1 Metal Low-E Double Yes 0.55 0.22 N 15.0 1? 1 it 0 in 1 it 4 in Drapes/blinds None
2 N=>E 1 Metal Low-E Double Yes 0.54 0.25 N 12.0 ft2 1 It 0 in 1 it 4 in Drapes/blinds None
3 E=>S 3 Metal Low-E Double Yes 0.55 0.22 N 15.0 IF 1 it 0 in 1 It 4 in Drapes/blinds None
4 E=>S 3 Metal Low-E Double Yes 0.54 0.25 N 12.01? 1 it 0 in 1 it 4 in Drapes/blinds None
5 E=>S 4 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 5 it 4 in 1 it 4 in Drapes/blinds None
6 S=>W 5 Metal Low-E Double Yes 0.55 0.22 N 15.0 f12 1 it 0 in 1 it 4 in Drapes/blinds None
7 S=>W 5 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 It 0 in 1 ft 4 in Drapes/blinds None
8 S=>W 6 Metal Low-E Double Yes 0.54 0.25 N 16.0 ft2 1 it 0 in 1 it 4 in Drapes/blinds None
9 S=>W 6 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 it 0 in 11 00 in Drapes/blinds None
10 W=>N 7 Metal Low-E Double Yes 0.55 0.22 N 30.01? 1 It 0 in 1 it 4 in Drapes/blinds None
11 W=>N 7 Metal Low-E Double Yes 0.54 0.25 N 3.0 ft2 1 it 0 in 1 it 4 in Drapes/blinds None
12 W=>N 8 Metal Low-E Double Yes 0.55 0.22 N 40.01? 1 1t 0 in 11 ft 0 in Drapes/blinds None
13 W=>N 8 Metal Low-E Double Yes 0.58 0.29 N 64.0 f12 8 it 0 in 1 it 4 in None None
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FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 394 ft2 394 I12 44 It 9.3 It 1
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) 000407 2227.3 122.28 229.96 .2131 7
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump/ Split HSPF:9 39 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit/ Split SEER: 16 41 kBtu/hr 1230 cfm 0.75 1 sys#1
HOT WATER SYSTEM
System Type. SubType Location EF Cap Use Se1Pnt Conservation
1 Electric None Garage 0.9 50 gal 60 gal 120 deg' None
SOLAR HOT WATER SYSTEM
FSEC
Cert # Company Name
Collector Storage
System Model # Collector Model # Area Volume FEF
None None ft2
DUCTS
Supply ---
Location R-Value Area
Return ---- Air CFM 25 CFM25
Location Area Leakage Type Handler TOT OUT ON RLF
HVAC #
Heat Cool
1 Attic 6 397.2 It Attic 99.3 IF Prop. Leak Free 2nd Floor -- cfm 62.6 cfm 0.03 0.50 1 1
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FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
Coolin Jan
Heating Jan
Feb
Feb
Mar
Mar
r
ArAp I MaIMay X] Jun
Jun
Jul
Jul
Au
AuSep
Se Oct
Oct
Nov
Nov
Dec
Dec
Ventin l) Jan [) l l Feb Mar Apr May Jun Jul Aug Se lXl 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
MASS
Mass Type Area Thickness Furniture Fraction Space
Default(8 Ibs/sq.ft. 0 ft2 oft 0.3 1st Floor
Default 8 lbs/s .ft. 0 ft2 0 ft 0.3 2nd Floor
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Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
ADDRESS: 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 envelopm 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 Installatiori.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 verity 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)(1), (g) or (i) or
an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or
other infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended
infiltration control measures.
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where
using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the
fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
R402.4.3 Fenestration air Ieakage.Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per
square loot (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 Us) when tested in accordance with ASTM E283 at a 1.57 psi (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
SECTION R403 SYSTEMS
R403.1 Controls.
R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section
C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or
7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) oi'(ir'Mrida Statutes, to be "substantially leak free" in -_
accordance with Section R403.3.3.
R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent
of the design airflow rate when tested in accordance with ASHRAE 193.
R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the
manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the
entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the
test.
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.4 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C)
or below 55°F (13°C) shall be insulated to a minimum of R-3.
R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that
caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause
degradation of the material. Adhesive tape shall not be permitted.
R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in
accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2.
Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible.
R403.5.1.1 Circulation systems. Healed water circulation systems shall be provided with a circulation pump. The system return
pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited.
Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the
occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and
when there is no demand for hot water.
R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems
shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance
with the times when heated water is used in the occupancy.
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MANDATORY REQUIREMENTS - (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage tank.
R403.5.6 Water heater efficiencies (Mandatory).
R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature
setting range shall be from 100°F to 140°F (38°C to 600C).
R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to
electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of
combustion types of service water -heating systems to be turned off.
R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate
water -heating category. Solar water heaters shall meet the criteria o1 Section R403.5.6.2.1.
R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar
water -heating systems should meet the following criteria:
1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts.sfiall have automatic or Oavity_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, tans shall meet the efficacy requirements of Table R403.6.1.
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor.
R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation
shall meet the following criteria:
1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas.
3• It ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10
otherwise.
R403.7 Heating and cooling equipment (Mandatory).
R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and
indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that
affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such
as standard kitchen and bathroom exhaust systems. New or replacement healing 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 tan Any 2.8 clm/watt Any
Bathroom, utility room 10 1.4 ctm/watt 90
Bathroom, utility room 90 2.8 cfm/watt Any
For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916
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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 40OF (4.8°C).
R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403.10.1 through R403.10.5.
R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation
of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots.
R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule
shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on -site renewable generation.
R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at
the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered
energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required.
R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal
efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool
heaters fired by natural or LP gas shall not have continuously burning pilot lights.
11/25/2018 8:35 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 5
R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
R403.11 Portable spas (Mandatoryphe 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.
11/25/2018 8:35 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 5 of 5
2017 EPL DISPLAY CARD
ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 95
The lower the Energy Performance Index, the more efficient the home.
1. New home or, addition 1. New (From Plans) 12. Ducts, location 8 insulation level
a) Supply ducts R 6.0
2. Single-family or multiple -family 2. Sincile-family b) Return ducts R 6.0
c) AHU location 2nd Floor
3. No. of units (if multiple -family) 3. 1
4. Number of bedrooms 4. 4 13. Cooling system: Capacity 41.0
a) Split system SEER 16.0
5. Is this a worst case? (yes/no) 5. No b) Single package SEER
c) Ground/water source SEER/COP
6. Conditioned floor area (sq. ft.) 6. 2087 d) Room unit/PTAC EER
e) Other
7. Windows, type and area
a) U-factor:(weighted average) 7a. 0.556
b) Solar Heat Gain Coefficient (SHGC) 7b. 0.246 14, Heating system: Capacity 39.0
c) Area 7c. 234.0 a) Split system heat pump HSPF 9.0
b) Single package heat pump HSPF
8. Skylights c) Electric resistance COP
a) U-facior:(weighted average) 8a. NA d) Gas furnace, natural gas AFUE
b) Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG AFUE
f) Other
9. Floor type, insulation level:
a) Slab -on -grade (R-value) 9a. 0.0
b) Wood, raised (R-value) 9b. 11.0 15. Water heating system
c) Concrete, raised (R-value) 9c. a) Electric resistance EF 0.90
b) Gas fired, natural gas EF
10. Wall type and insulation: c) Gas fired, LPG EF
A. Exterior: d) Solar system with tank EF
1. Wood frame (Insulation R-value) 10A1. 11.0 e) Dedicated heat pump with tank EF
2. Masonry (Insulation R-value) 10A2. 4.1 f) Heat recovery unit HeatRec%
B. Adjacent: g) Other
1. Wood frame (Insulation R-value) 1061. 11.0
2. Masonry (Insulation R-value) 1062.
16. HVAC credits claimed (Performance Method)
11. Ceiling type and insulation level a) Ceiling fans
a) Under attic 11a. 30.0 b) Cross ventilation No
b) Single assembly 11b. c) Whole house fan No
c) Knee walls/skylight walls 11c. d) Multizone cooling credit
d) Radiant barrier installed 11d. No e) Multizone heating credit
f) Programmable thermostat Yes
Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy
saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL
display card will be completed based-aaLstalled code compliant features.
Builder Signature Date: ia-10l • 18
Address of New Home:,Q 5(oCroU5l2. I cx-je- City/FL Zip: Sanford, FL 11/
25/2018 8:35:13 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot 46 1986 Tribeca B RHG - S Builder Name: Park Square Homes
Street: Permit Office: City of Sanford
City, State, Zip: Sanford , FL, Permit Number: Y
U
Owner: Jurisdiction: 691500 w
Design Location: FL, Sanford U
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
sealed. with a material having a thermal resistance of R-3
Knee walls shall be sealed. per inch minimum.
Exterior thermal envelope insulation for framed
walls shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/door jambs and framing, and
and doors skylights and framing shall be sealed. -
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated.
Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to
including insulation. maintain permanent contact with the underside of
above -garage subfloor decking, or floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
floors) of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace
Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
Narrow cavities cavities shall be filled by insulation that on
installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spa s.
Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building
shall be sealed to the drywall. thermal envelope shall be air tight and IC rated.
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring
and plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
Pyland behind piping and Wring-
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
hetween fore grifinkler cover plates and walls or cawlinns.
a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400.
11/25/2018 8:35 PM EnergyGauge9 USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
ON10SIMP
Project Summary
Entire House
COO"NOYI "-1MO.LW-
One Stop Cooling and Heating
7225 Sardscove Cont. W irter Park FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwK0reStopCoo1ir9.com Licerse: CAC032444
For: Park Square Homes
Sanford, FL
Notes:
Job: 1986 Tribeca B RHG
Date: 07/01/2017
By. LF/LM
Plan: RHG
Weather: Orlando Executive AP, FL, US
Winter Design Conditions Summer Design Conditions
Outside db
Inside db
Design TD
Heating Summary
44 OF
68 OF
24 OF
Structure 18305 Btuh
72790 Btuh
CentralI vent (0 cfm) Btuh
none)
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 21101 Btuh
Infiltration
Method Simplified
Construction quality Average
Fireplaces 0
ingCoHe21li nq
Area (ft 65 2165
Volume (1113) 19776 19776
Air changes/hour 0.41 0.21
Equiv. AVF (cfm) 135 69
Heating Equipment Summary
Make Trane
Trade TRANE
Model 4TW R6042H1
AHRI ref 7563302
Efficiency
Heating Input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Capacity balance point = 29 OF
9 HSPF
39000 Btuh @ 47OF
0 0
0 cim
0 cfm/Btuh
0.50 in H2O
Outside db 93 OF
Inside db 74 OF
Design TD 19 OF
Daily range L
Relative humidity 50
Moisture difference 46 gr/Ib
Sensible Cooling Equipment Load Sizing'
Structure 21131 Btuh
Ducts 9420 Btuh
Central vent (0 cfm) 0 Btuh
none)
Blower 0 Btuh
Use manufacturer's data n
Rate/swing multiplier 0.98
Equipment sensible load 29817 Btuh
Latent Cooling Equipment Load Sizing
Structure 3150 Btuh
1920Centralvent (0 cfm)
h
none)
Equipment latent load 5074 Btuh
Equipment Total Load (Sen+Lat) 34891 Btuh
Req. total capacity at 0.75 SHR 3.3 ton
Cooling Equipment Summary
Make Trane
Trade TRANE
Cond 4TWR6042H1
Coil TEM6A0C42H41++TDR
AHRI ref 7563302
Efficiency 13.0 EER,16 SEER
Sensible cooling 30750 Bluh
Latent cooling 10250 Btuh
Total cooling 41000 Btuh
Actual air flow 1367 cfrn
Air flow factor 0.045 cfm/Btuh
Static pressure 0.50 in H2O
Load sensible heat ratio 0.86
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrlghtsoft 2018-Nov-252031:40
A—:_- --- -- combrt Bolder by W righlsofl 18.0.31 RSLI30040 Page l
ACC` ..ham Preserve (W P)\Lot 46\1986 Tribes B RHGnp Calc a M,18 Frort Door faces: S
ON,ikW Right-J® Worksheet
Entire House
One Stop Cooling and Heating
7225 Sardscove Coot Wirier Park FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629.9307 Web: wwwOreSfopCoolirq com License: CAC032444
Job: 1986 Tribeca B RHG
Date: 07/01 /2017
B .. LF/LM
Plan: RHG
1 Room name Entire House FOY
2 Exposed wall 2745 ff 185 8
3 Room height 9.1 4 d 9.3 A heaycool
4 Room dimensions 1.0 x 73D f1
5 Room area 2165.0 fP 73.0 IP
Ty Construction U-value Or HTM Area (W) Load Area (W) Load
number BtutVI *9 ErkjW or perimeter (It) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross WP/S Heat Cool
6 VY
C
12B-0sw 0.097 n 2.31 2.89 446 430 992 1239 0 0 0 0
4B5-2trn 0S40 n 12.85 13.78 16 0 206 220 0 0 0 0
W 13A-4ocs 0.143 n 3.40 3.00 326 326 1108 975 0 0 0 0
1213-0sw 0A97 a 231 2.89 261 234 540 675 0 0 0 0
11
1-C
4A5-20m 05W a 13.09 2755 15 0 196 413 0 0 0 0
4B5-21m 0540 a 1225 29.73 12 0 154 357 0 0 0 0
yl 13A-4ocs 0.143 a 3.40 3.00 93 65 221 195 56 32 108 95
C 4B5.2hn 0540 a 12.85 13.78 4 4 51 55 0 0 0 0
DD
y/
11DO
12B4)av
D39D
OA97
a
s
928
2.31
1254
2.89
24
446
24
427
223
985
301
1231
24
0
24
0
223
0
301
0
4A5.2om 05W s 13A9 13.72 15 12 196 206 0 0 0 0
1;
G
5 4B5-2hn 0-w s 12.85 13.78 4 4 51 55 0 0 0 0
13A-4ocs 0.143 s 3.40 3A0 405 389 1322 1164 116 112 382 336
4B5.21m
4B5-21n
0540
0540
s
s
12.85
12.85
13.78
15.08
12
4
12
0
154
51
165
60
0
4
0
0
0
51
0
60
T= 12B-09v 0.097 w 231 2B9 261 228 526 658 0 0 0 0
4A5.2om 0550 w 13.09 2755 30 0 393 827 0 0 0 0
4BS21m 0540 w 1285 29.73 3 0 39 89 0 0 0 0
y/ 13A-40cs 0.143 w 3.40 3A0 270 166 564 496 0 0 0 0
It---GG 4A5.2om
4A5-2omd'
05W
05M
w
w
13.09
1380
2755
24.10
40
64
0
43
524
883
1102
1542
0
0
0
0
0
0
0
0
j 221 221 Jam= c;"t:
D 1 0 0.390 n 928 12M 1198 267 j v 0 0 0
C 16B-30ad ' 0A32 0.76 1.78 1281 1281 976 2282 51 51 39 91
F 19A-0bsc>p 0295 2.64 2.06 131 131 346 271 0 0 0 0
F 19C-19cscp 0.049 0.40 032 181 181 73 57 0 0 0 0
F 22A Ipm 1.180 28.01 OAO 969 118 3310 0 73 19 520 0
6 c) AED excursion 1598 28
Envelope losstgain 14781 16870 1323 856
12 a) Infiltration 3523 1410 242 97
b) Room ventilation 0 0 0 0
13 lrttemalgwns: Occupants@ 2W 5 1150 0 0
Appliancesbrier 17M 0
Subtotal (firm 6 to 13) 18305 21131 1%51 953
Less external bad 0 0 0 0
Lesstransler 0 0 0 0
Redistribution 0 0 1565 953
14 Subtotal 183D5 21131 0 0
15 Duct loads 159/6 451/6 2797 9420 15% 45% 0 0
Total room bad I 21101I 30550 0 0
Air required (dm) 0 1367 1 1 0 0
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
C -
wrlgFstsol't- .
4 ComfonBulderbyWrightsod18.03tRS1130040
2018•Nov252031:40
Paget
Jam Preserve (W P)\Lot 46\1986 Tribeca B RHG.rup Calc - Ml8 Frort Door faces S
0NC60 P Right-
J® Worksheet Job: 1986 Thbeca B RHG Entire
House Date: 07/01/2017 B
y. LF/LM One
Stop Cooling and Heating Plan: RHG 7225
Sardscove Court, Wirior Park FL 32792 Phone. (407) 629 - 6920 Fax. (407) 629 - 9307 Web: www0raStopCoolirq oom License: CAC032444 1
Room name HALL WED 2
Exposed wall 4.0 It 285 4 3
Room height 9.0 It heaVCDOI 9.0 It heaV000l 4
Room dimensions 1 A x 162.0 ff ID x 213.0 4 5
Room area 162.0 W 213.0 IP Ty
Construction U-value Or HTM Area (W) Load Area (T) Load number
Bti1hVR"9 BWhM or perimeter (It) Bluh) or perimeter (11) Bluh) Heat
Cod Gross NIP/5 Heat Cool Gross NrP/S Heat Cool 6
t-G4B5-2hn 12B-
OSN 0A97 n 2.31 229 0 0 0 0 0 0 0 0 OS40
n 12.85 13.78 0 0 0 0 0 0 0 0 W
13A-4ocs 0.143 n 3.40 3.00 0 0 0 0 0 0 0 0 yl
G
TI-G 128-
09N OA97 a 2.31 2189 0 0 0 0 0 0 0 0 11
4A5.2om 05W a 13A9 2755 0 0 0 0 0 0 0 0 485.
21m 0540 a 12.85 29.73 0 0 0 0 0 0 0 0 13A-
4om 0.143 a 3.40 3.00 0 0 0 0 0 0 0 0 4B5-
2hn 0S40 a 12.85 13.78 0 0 0 0 0 0 0 0 11
DO 0.390 a 928 1254 0 0 0 0 0 0 0 0 V612B-
09v 0.097 s 2.31 2119 36 36 83 104 122 122 280 351 4A5-
2om 0550 s 13.09 13.72 0 0 0 0 0 0 0 0 4B5.
2tm 0540 s 12.85 13.78 0 0 0 0 0 0 0 0 13A-
4ocs 0.143 s 3.40 3.00 0 0 0 0 0 0 0 0 4B5-
21m 0540 s 12.85 13.78 0 0 0 0 0 0 0 0 4B5-
26n 0540 s 12AS 15A8 0 0 0 0 0 0 0 0 12B-
09w 0A97 w 2.31 2.89 0 0 0 0 135 105 242 303 4A5.
20m 0550 w 13.09 2755 0 0 0 0 30 0 393 827 4B5.
21m 0540 w 12115 29.73 0 0 0 0 0 0 0 0 y/
13A-4ocs 0.143 w 3.40 3.00 0 0 0 0 0 0 0 0 0550
w 13.09 2755 0 0 0 0 0 0 0 0 24A5.2om 4A5-
2omd 05W w 13M 24.10 0 0 0 0 0 0 0 0 t-
D 12C-
09N 0A91 2.17 1 S7 0 0 0 0 0 0 0 0 11DO
0.390 n 928 1254 0 0 0 0 0 0 0 0 C
16B-30ad 0.032 0.76 1.78 162 162 123 288 213 213 162 379 F
19A-0bscp 0295 2.64 2.06 0 0 0 0 0 0 0 0 F
19C-19tscp 0A49 0.40 0.32 26 26 11 8 0 0 0 0 F
22A-tpm 1.180 28DB OAO 0 0 0 0 0 0 0 0 6
c) AED excursion 15 253 Envelope
lossrgain 217 386 1078 2112 12
a) Infiltration 51 20 361 144 b)
Room ventilation 0 0 0 0 13
Ernemalgains: Oocupanls@ 230 0 0 2 460 Appliancesbther
0 0 Subtotal(
lines 6lo13) 268 406 1439 2717 Less
extemal load 0 0 0 0 Lesstrarder
0 0 0 0 Redistribution
268 406 18 27 14
Subblal 0 0 1457 2744 15
Dud loads 1 15"/o 450/c 0 0 151/6 450/6 223 1223 Total
room load 0 0 1679 3967 Air
required (dm) 0 0 1 0 177 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. wrtgFrrts
M. 2018-Nov-252031:40 Comfort
Builder by W righso1118.0.31 RSLI30040 Page 2 Jam
Preserve (W P)V.ot 46%1986 Tribeca B RHG rtp Cale= W8 Front Door faces- S
QN OP
Right-J® Worksheet
Entire House
One Stop Cooling and Heating
7225 Sardsoove Court W inar Parr Fl. 32792 Pure: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreStopCoolirg.com Licerse: CA0032444
Job: 1986 Tribeca B RHG
Date: 07/01/2017
Byy. LF/LM
Pren: RHG
1 Room name METH Mrol
2 Exposed wall 55 ff 35 A
3 Room height 9.0 If heaftol 9.0 4 heattool
4 Room dimensions 1.0 x 1043 It to x 173 If
5 Room area 1043 W 173 1F
Ty Construction U-value Or HTM Area (It) Load Area (W) Load
number Btirl14(Ln Btuh4M or perimeter (R) Btuh) or perimeter (II) Bluh)
Heat Cool Gross N/P/8 Heat Cool Gross NIPS Heat Cool
6 V/ 12B-09w 0A97 n 231 2.89 0 0 0 0 0 0 0 0
G 4BS-21M 0540 n 12.85 13.78 0 0 0 0 0 0 0 0
W 13A-4ots 0,143 n 3.40 3.00 0 0 0 0 0 0 0 0
y/ 12B-Os6v 0A97 a 231 2,89 0 0 0 0 0 0 0 0
4A5.2om 0550 a 13.09 2755 0 0 0 0 0 0 0 0
4135.21m 0540 a 12.85 29.73 0 0 0 0 0 0 0 0
yl 13A-4ots 0.143 a 3.40 3,00 0 0 0 0 0 0 0 0
G 4B5.21M 0540 a 12.85 13.78 0 0 0 0 0 0 0 0
IL-pp 11 DO
12B-09w
0"
OD97
a
s
928
231
1254
2.89
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5.2om
4B5.21m
0550
0540
s
s
13.09
12.85
13.72
13.78
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-40cs 0.143 s 3.40 3.00 0 0 0 0 0 0 0 0
4B5.21m 0540 s 12,85 13.78 0 0 0 0 0 0 0 0
4B5.2hn 0540 s 12.85 15DB 0 0 0 0 0 0 0 0
yl
I--fi
12B-09N 0.097 w 231 2.89 50 47 107 134 32 32 73 91
4A5.2om 05W w 13.09 2755 0 0 0 0 0 0 0 0
C 4B5.21m 0540 w 12.85 29.73 3 0 39 89 0 0 0 0
yl 13A-400s
4A5.2om
4A5.2omd
0.143
0550 05W
w
w
w
3.
40 13D9
13.
80 3.
00 2755
24.
10 0
0
0-
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
q
12C-09w 0.091 2.17 157 0 0 0 0 0 0 0 0 L-
D 11 DO ' 0390 n 928 1254 0 0 0 0 0 0- 0 0 C
16B-30ad' 0A32 0.76 1.78 104 104 79 186 17 17 13 31 F
19A-0bscp 0295 2.64 2.06 62 62 162 127 17 17 45 36 F
19C-19MM 0.049 0.40 032 0 0 0 0 0 0 0 0 F
22A-tpm 1.180 28DB 0.00 0 0 0 0 0 0 0 0 61
c) AED excursion 19 1 -6 Envelope
loss(gain 388 555 131 151 12
a) Infiltration 70 28 44 18 b)
Room ventilation 0 0 0 0 13
Internal gains: Owupants@ 230 0 0 0 0 Appliarcesbther
0 0 Subtotal
pines 6 to 13) 457 583 1761 169 Less
extemal load 0 0 0 0 Lesstransler
0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 457 583 176 169 Dud
loads 1 159% 45'/6 70 260 15"/6 451/6 27 75 r
Total room load 527 843 202 244 Air
required (dm) 0 38 1 1 0 11 Calculations
approved byACCA to meet all requirements of Manual J 8th Ed. r
wrlgtitsott- Comfort
Bulder by Wrigh1so1118.0.31 RSU2018•Novw252021.4030040 Page 3lamPreserve (
WP)tLotMI986 Tribeca B RHG.r p Calc- Ml8 Frors Door faces: S
ONTOP
Right-JO Worksheet
Entire House
One Stop Cooling and Heating
7225 Sardscove Coin. W irter Park FL 32792 Phore: (407) 629 - 6920 Fax. (407) 629.9307 Web: wwwOreSlopCoolirg com License: CAC032444
Job. 1986 Tribeca B RHG
Date: 07/01/2017
BY. i Fn nn
Plan: RHG
1 Room name KWIC BEDS
2 Exposed wall 185 II 11 A II
3 Room height 9.0 It heaVcool 9.0 4 heakool
4
5
Room dimensions
Room area
5.0 x 135 it
675 IF
14.0 x 11 D II
154A 1F
Ty Construction
number
U-value
Blut19Rq
Or HTM
BWhM
Area (W)
or perimeter (M
Load
Btuh)
Area (IF)
or perimeter (It)
Load
BWh)
Heal Cod Gross NIPS Heat Cod Gross NAS Heat Cool
6 Vt--G
12B-09N
485.21m
13AAocs
O.097
0540
0.143
n
n
n
2.31
12.85
3.40
2.89
13.78
3.O1)
122
0
0
122
0
0
280
0
0
351
0
0
99
12
0
87
0
0
201
154
0
251
165
0W
11 y/ 12B-0skv
4A5.2om
OD97
05W
a
a
231
13.09
2.89
2755
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
t- 485.21n
13A40cs
4B5.21m
0540
0.143
0540
a
a
a
2.85
3.40
12.85
29.73
3.00
13.78
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
G
1-p 11 DO
12B-0sw
0.390
0.097
a
s
928
2.31
1254
2.89
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5-2om
4B5.2bn
0550
O.540
s
s
13.09
12.85
13.72
13.78
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-40os 0.143 s 3.40 3.00 0 0 0 0 0 0 0 0
485.2lm
485-21M
05Q
0540
s
s
12.85
12.85
13.78
15M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V}
1-G
12B-09N O.097 w 231 2.89 45 45 104 130 0 0 0 0
4A5.2om 0.550 w 13.09 2755 0 0 0 0 0 0 0 0
f 4B5.21m 0540 w 12.85 29.73 0 0 0 0 0 0 0 0
13A-40cs
4AS-2om
4A5.2omd
0.143
05W
05W
w
w
w
3.40
13.09
13.80
3A0
2755
24.10
0
0
0
0
0
0._-
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
q 12C-0sw O.091 2.17 157 0 0 0 0 0 0 0 0
D 11 DO • 0.390 n 928 1254 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.76 1.78 68 68 51 120 154 154 117 274
F 19A-0bscp 0295 2.64 2.06 53 53 138 108 0 0 0 0
F 19C-19rsg1 OA49 0.40 032 0 0 0 0 0 0 0 0
F 22A-tpm 1.180 28.08 ODD 0 0 0 0 0 0 0 0
61 c) AED excursion 1 29 1 1 -35
FJrvelom lossrgain 574 680 472 656
12 a) Nitration 234 94 139 56
b) Room ventilation 0 0 0 0
13 Internalgairts OoapanIs@ 230 0 0 1 230
Apphancesbther 0 0
Subtotal pines 6 to 13) 808 774 6121 942
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 82 125
14 Subtotal 808 774 694 1066
Duct loads 15% 451/6 124 3451 15'/6 459/6 106 475
r Trial room load 932 11191 800 1542
Air required (rim) 0 50 0 69
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
w
C 00 nrlgFrrtsoTt• 2018-Nov252091:40 r"""' Comlon
Bolder by Wrighseh 18.0.31 RSLJ30040 Page 4 ham Preserve (
W P)\Lo146\1986 Trib9oa 8 RHG.rw Cale • MA Frort Door tapes: S
ON4 Right-J® Worksheet
w..„.. P Entire House
One Stop Cooling and Heating
7225 Sardscove Court, Wirter Park FL 32792 Phone, (407) 629 - 6920 Fax: (407) 629.9307 Web: wAw0r*StopCoolirg oom License: CAC032444
Job: 1986 Tribeca B RHG
Date: 07/01/2017
By. r./ua
Plan: RHG
1 Room name BED2
2 Exposed wall 13.0 it 0 11
3 Room height 9A 11 heaVcool 9.0 ff heatraool
4 Room dimensions 1.0 x 1385 ff 55 x 3A It
5 Room area 1385 W 165 IF
Ty Construction U-value Or HTM Area (fF) Load Area (Its Load
number B1u1M* 9 I or perimeter (8) Btuh) or Perimeter (it) Btuh)
Heat Cool Gross WP/5 Heat Cod Gross NIPS Heat Cool
6 Vy 12B-09N OA97 n 231 2.89 0 0 0 0 0 0 0 0
C 485-26n 0540 n 12,85 13.78 0 0 0 0 0 0 0 0
W 13A-4ors 0.143 n 3.40 3.00 0 0 0 0 0 0 0 0
Vjl 1213-09w 0.097 a 231 2.89 0 0 0 0 0 0 0 0
11
Ili
4A5.20m 0.5W a 13A9 2755 0 0 0 0 0 0 0 0
4135.21n 0S40 a 12,85 29.73 0 0 0 0 0 0 0 0
13A-40cs 0.143 a 3.40 3.00 0 0 0 0 0 0 0 0
4B5-21m OS40 a 12,85 13.78 0 0 0 0 0 0 0 0
11DO 0390 a 928 1254 0 0 0 0 0 0 0 0
V)/ 128-0sw 0.097 s 231 2,89 117 102 235 294 0 0 0 0
4A5.2om 05W s 13.09 13.72 15 12 196 206 0 0 0 0
t-{; 4135.21m 0540 s 12,85 13.78 0 0 0 0 0 0 0 0
13A4ocs 0.143 s 3.40 3.00 0 0 0 0 0 0 0 0
4B5.21m
4135.211n
0540
0S40
s
s
12B5
12.85
13.78
15DB
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
128.09w OD97 w 2.31 2.89 0 0 0 0 0 0 0 0
4A5-20m O.&W w 13.09 2755 0 0 0 0 0 0 0 0
4135-21rn 0S40 w 12.85 29.73 0 0 0 0 0 0 0 0
V/
I-CC
13A-40CS
4A5.2om
4A5.2omd
0.143
05W
05M
w
w
w
3.40
13A9
13.80
3.00
2755
24.10
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.
0
0
0
0
0
0
0
0
0
q 12C-0sw OA91 2.17 1.57 0 0 0 0 0 0 0 0
D 11 DO 0390 n 928 1254 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.76 1.78 139 139 105 247 17 17 13 29
F 194-0bscn 0295 2.64 2.06 0 0 0 0 0 0 0 0
F 19C-19cscp 0.049 0.40 032 0 0 0 0 0 0 0 0
F 22A Ipm 1.180 28.08 OAO 0 0 0 0 0 0 0 0
61 c) AED excursion 34 1 1.1
Envelope lossigain 537 713 13 28
12 a) Infiltration 165 66 0 0
b) Room ventilation 0 0 0 0
13 Internal gain& Oocupants@ 230 1 230 0 0
Applianoesrother 0 0
Subtotl (lines 6 to 13) 702 1009 13 28
Less exlemalload 0 0 0 0
Less transfer 0 0 0 0
Redistribution 52 87 13 28
14 Subtotal 754 1096 0 0
Duct loads 1 15% 45% 115 489 15% 45% 0 0
r Total room bad 869 1585 0 0
Air required (dm) 0 71 0 0
Calculations approved byACCA to meet all requirements of Manual J 8ttl Ed.
wrlgF°tso lt 2018-NOv252031AO
Combn Bolder by W righLsofl 18.0.31 RSU30040 Page 5
Jam Preserve (W P)1Lot 46%1986 Tribew B RHG rcp Calc a MA Frorl Door faces: S
ONERight-J® Worksheet Job: 1986Tribeca B RHG
Entire House Date: 07/01/2017
B y. LF/LJ1A
One Stop Cooling and Heating Pfan: RHG
7225 Sardscove Court. W inter Park. FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629.9307 Web: wwwOreStopCoolirg.com Lioerse: CAC032444
1 Room name LAUN BTH2
2 EVosedwall 145 4 6.0 II
3 Room height 9A It heal/000l 9.0 11 haal/cool
4 Room dimensions 6.0 x 85 II 6.0 x 6.0 11
5 Room area 51.0 W 36D fF
Ty Construction U-value Or HTM Area (1t2) Load Area (1F) Load
number BWMR n Bluw or perimeter (II) BRrh) or perimeter (It) Bluh)
Heat Cool Gross PUPS Heat Cool Gross NIPS Heat Cool
6 t12B-09N
4B5.21 n
13A-4ocs
OD97
0540
0.143
n
n
n
2.31
12SS
3.40
2.89
13.78
3.00
0
0
0
0
0
0
0
0
0
0
0
0
54
0
0
54
0
0
125
0
0
156
0
0
C
W
128-09N OA97 a 231 229 54 54 125 156 0 0 0 0
11 4A5.2om 05W a 13.09 2755 0 0 0 0 0 0 0 0
4B5.2kn 0540 a 12.85 29.73 0 0 0 0 0 0 0 0
y6
13A-4ors
4B5.2hn
0.143
0540
a
a
3.40
12.85
3DO
13.78
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11DO 0390 a 928 1254 0 0 0 0 0 0 0 0
12B-09w OD97 s 2.31 2.89 77 73 167 209 0 0 0 0
4A5.2om
4B5-2kn
0550
0540
s
s
13.09
12.85
13.72
13.78
0
4
0
4
0
51
0
55
0
0
0
0
0
0
0
0G
13A4= 0.143 s 3.40 3.00 0 0 0 0 0 0 0 0
465.2hn
485-21n
0540
0.540
s
s
12.85
12.85
13.78
15DB
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
128-09N
4A5.2om
4B5-21n
0.097
05W
0540
w
w
w
231
13.09
12.85
239
2755
29.73
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
y/
IL--GG
13A-4ocs
4A5.20m
4A5.2omd
0.143
0550
05M
w
w
w
3.40
13.09
13M
3.00
2755
24.10
0
0
0-•
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
q 12C-O w O.091 2.17 157 0 0' 0 0 0 0 0 0
L -D 11 DO, 0390 n 928 1254 0 0 0 0 0 0 0 0
C 16B-30ad O.032 0.76 1.78 51 51 39 91 36 36 27 64
F 19A•Obsip 0295 2.64 2.06 0 0 0 0 0 0 0 0
F 19C-19cscp 0.049 0.40 032 0 0 0 0 0 0 0 0
F 22A-Ipm 1.180 28.08 ODO 0 0 0 0 0 0 0 0
61 c) AED excursion 39 1 -9
Envelope loWgain 382 472 152 211
12 a) trttiltralion 184 73 76 30
b) Room ver(dWon 0 0 0 0
13 Intemalgalm Occupanls@ 230 0 0 0 0
Appl4uxes/other 500 0
Subtotal (lines 6 b 13) 566 1046 228 241
Less ebemal bad 0 0 0 0
Lew transfer 0 0 0 0
Redistribution 538 am 31 47
14 Subblal 1104 1876 259 288
Duct loads 15% 459/6 169 836 150/6 455b 40 128
r Total room load 1273 2712 298 417
Air required (dm) 1 0 121 1 0 19
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
i- wrlghesofC- 201B-Nm,252031:40
COmbn Bulder by Wnglhoft 18.031 RSLI30040 Page 6
Jem Preserve (W P)\Lot 46\1986 Tribeca B RHG.rtp Cale - Mill Frorl Door faces. S
ON OP
Right-J® Worksheet
Entire House
One Stop Cooling and Heating
7225 Sarslscove Court Winer Park FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwt0reSbpCoolirgmm License: CAC032444
Job: 1986 Tribeca B RHG
Date: 07/01/2017
By. lFn nn
Ptan: RHG
1 Room name TOP BEN
2 Exposed wall 6A 1f 36.0 1f
3 Room height 9.0 ft heaVcool 9.0 it heaVoDol
4 Room dimensions 6.0 x 6.0 11 1.0 x 1463 ft
5 Room area 36.0 W 1463 W
Ty Construdion
number
U-value
Btuh1F n
Or HTM
Bbjh*)
Area (It)
or perimeter (Il)
Load
Btuh)
Area (W)
or perimeter (II)
Load
Bbrh)
Heal Cool Gross NOS Heat Cool Gross N/P/S Heat Cod
6 Vy
I--f
12B-O w
485.21rn
13A-4ors
0.097
0540
0.143
n
n
n
231
12.85
3.40
2,89
13.78
3A0
54
4
0
50
0
0
115
51
0
144
55
0
117
0
0
117
0
0
270
0
0
338
0
0W
11
y/
G
12B-09N
4A5-2om
O.097
05W
a
a
231
13.09
229
2755
0
0
0
0
0
0
0
0
113
15
98
0
225
196
281
413
Ili 4135.21n
13A-4ocs
4B5.2hn
0540
0.143
0540
a
a
a
12.85
3.40
12,85
29.73
3.00
13.78
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
C
D
v
11D0
12B-09N
0390
O.097
a
s
928
231
1254
2.89
0
0
0
0
0
0
0
0
0
95
0
95
0
218
0
273
4A5-2om
4135-21rn
13A-4ocs
05W
0540
0.143
s
s
s
13D9
12,85
3.40
13.72
13.78
3.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
G
VC
4B5.21m
485-21n
0540
0540
s
s
1225
12,85
13.78
15A8
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12B-09w
4A5-2om
4135.21n
O.097
0550
0540
w
w
w
231
13.09
12,85
2.89
2755
29.73
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--f
Vy
t
13A-4o6
4A5-2om
4A5.2omd
0.143
0550
0580
w
w
w
3.40
13.09
13,80
3.00
2755
24.10
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
q 12C-O&N 0.091 2.17 157 0 r 0 0 0 0 0 0 0
L--D 11 DO 03W n 928 1254 0 0 0 0 0 01O r " 0 0
C 166.30ad 0.032 0.76 1.78 36 36 27 64 146 146 111 260
F 19A-Obsop 0295 2.64 2A6 0 0 0 0 0 0 0 0
F 19C.1gam O.049 0.40 032 9 9 4 3 146 146 59 46
F 22A•tprn 1.18D 28.08 0.00 0 0 0 0 0 0 0 0
61 c) AED excursion 11 18
Envelope lossfgain 198 256 low 1619
12 a) Infiltration 76 30 456 182
b) Room ventilabon 0 0 0 0
13 Internal gains: Occupants@ 230 0 0 1 2W
Appbancesbftr 0 0
Subtolal (lines 6ID 13) 274 2W 1536 2032
Less exlemal load 0 0 0 0
Less transfer 0 0 0 0
Redisbibubon 31 47 46 70
14 Subtotal 305 333 1582 2102
15 Dud loads 1 15% 450/6 47 148 150/6 450/6 242 937
Total room load I 351 481 1824 3039
Air required (dm) I 1 0 22 1 0 136
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
Cr wrlgFstsoTt' 2018-Nov-252031:40
Aa;K Combn Bulder by Wrigtlsoft 18.031 RSLI30040 Page 7
ham Preserve (WP)\Lot46\1986 Tribeca B RHG.rnp Calc= bU8 Frori Door faces: S
ONE
Right-J® Worksheet
Entire House
One Stop Cooling and Heating
7225 Sardscove Court Wirier Park FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web- wwwOreSiDpCDolirg.com Licence: CAC032444
Job: 1986 Tribeca B RHG
Date: 07/01/2017
By. LF/LM
Plan: RHG
1 Room name STR2 DIN
2 Exposed wall 105 R 23.0 R
3 Room height 9.0 R heaftol 9.3 R heallcool
4 Room dimensions 135 x 4.0 R 125 x 105 R
5 Room area 54.0 IF 131.3 IF
Ty Construction
number
U-value
BIuh4F n
Or HTM
BtuW
Area (RF)
or perimeter (R)
Load
Bbrh)
Area (It)
or perimeter (R)
Load
Btuh)
Heat Cool Gross NrP/S Heal Cool Gross WP/S Heat Cool
6 W
C
12B-09w
485.2hn
13A4ocs
OA97
0540
0.143
n
n
n
2.31
12,85
3.40
2,89
13.78
3.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
98
0
0
98
0
0
332
0
0
293W
11
12B-09w
4A5-2orn
0A97
0550
a
a
2.31
13A9
2,89
2755
95
0
83
0
190
0
238
0
0
0
0
0
0
0
0
0
I-G
yl
G
4B5.21m
13A-4ocs
4115.21m
0540
0.143
0540
a
a
a
12.85
3.40
12.85
29.73
3.00
13.78
12
0
0
0
0
0
154
0
0
357
0
0
0
0
0
0
0
0
0
0
0
0
0
0
I-p 11 DO
12B-09w
0.3%
0A97
a
s
928
2.31
1254
2.89
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5.2om
4B5-2hn
13A-4ocs
05W
0.540
0.143
s
s
s
13.09
12.85
3.40
13.72
13.78
3.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4B5.21m
4135.21m
0540
0540
s
s
12.85
12.85
13.78
15D8
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
y/
H-G
128-0sw
4A5-20m
4B5.2hn
OA97
05Ww
0540
w
w
2.31
13.09
1225
2.89
2755
29.73
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0G
13A-4ocs
4A5-2om
4A5.2omd
0.143
05W
05W
w
w
w
3.40
13.09
13M
3.00
2755
24.10
0
0
0
0
0
0
0
0
0
0
0
0
116
0
64
52
0
43
178
0
883
157
0
1542
q 12C-0svv OA91 2.17 157 0' 0 0 0 0 0 0 0
D 11 DO •. 0.3W n 928 1254 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.76 1.78 54 54 41 96 0 0 0 0
F 19A-0hscp 0295 2.64 2D6 0 0 0 0 0 0 0 0
F 19C-19cscp 0.049 0.40 0.32 0 0 0 0 0 0 0 0
F 22A-Ipm 1.180 28A8 0.00 0 0 0 0 131 23 646 0
61 c) AED excursion 55 1 1252
Envelope lossrgain 386 746 2040 3244
12 a) trl6ltralion 133 53 301 120
b) Room ventilation 0 0 0 0
13 Inlemal gains: Occupants@ 230 0 0 0 0
ApplianoWother 0 0
Subfatal (lines 6 to 13) 519 799 2340 3364
Less extemalload 0 0 0 0
Less Vardar 0 0 0 0
Redistribution 519 799 0 0
14 Sublotal 0 0 2340 3364
Duct bads 1 15% 45% 0 0 15% 451/6 358 1500
r Total room load 0 0 2698 4864
Air required (dm) 0 0 1 1 0 218
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
fi f}f wrlgtitsoft- 2018-14m,252031.40
A
A- """' "- 4"tn Comfort Binder by W rigffsoR 18.031 RSU30040 Page 8
Jam Preserve (W P)1Lot 46%1986 Tribeca B RHG rvp Calc a M1B Frorrl Door faoss: S
ONN&OP
Right-J® Worksheet
Entire House
One Stop Cooling and Heating
7225 Sardscove Court. W irter Park FL 32792 Phone: (407) 629 - 6920 Fax. (407) 629 - 9307 Web: wwwOreStopCooling.com License: CAOD32444
Job: 1986 Tribeca 8 RHG
Date: 07/01/2017
By.. LFiuln
Plan: RHG
1 Room name LATH KIT
2 Exposed wall 58.0 11 14.0 fl
3 Room height 9.3 ft heaVcool 9.3 4 heatkool
4 Room dimensions 1.0 x 4415 R 1.0 x 221.0 It
5 Room area 4415 IF 221 A W
Ty Construction
number
U-value
Blutt4 n
Or HTM
BluW
Area (W)
or perimeter (Ip
Load
Bbh)
Area (It)
or perimeter (8)
Load
Bbuh)
Heat Cool Gross NIPS Heat Cool Gross N/P/S Heat Cool
6 yI
L_[;
128-09N
485-2lrn
13AAocs
OD97
0540
0.143
n
n
n
2.31
1255
3.40
2.89
13.78
3.00
0
0
98
0
0
98
0
0
332
0
0
293
0
0
130
0
0
130
0
0
443
0
0
39DW
11
128•Osw
4A5.2om
0.097
0550a
a
2.
31 13.
09 259
2755
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
485.
21m 13AAocs
41215.
21n 0540
0.
143 0540
a
a
a
12.
85 3.
40 12.
85 29.
73 3.
00 13.
78 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
I-
G p
11 D0 12B-
09w 0.
39D 0.
097 a
s
928
2.
31 1254
2.
89 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4AS2om
4B5.
2bn 13AAocs
05W
0540
0.
143 s
s
s
13D9
12.
85 3.
40 13.
72 13.
78 3.
00 0
0
288
0
0
276
0
0
940
0
0
828
0
0
0
0
0
0
0
0
0
0
0
0
485-
21m 485-
21m 0.
540 0540
s
s
12.
85 12.
85 13.
78 15DB
12
0
12
0
154
0
165
0
0
0
0
0
0
0
0
0
y/
C
12B-
09ry 4A5.
2on 4B5.
26n O.
097 0550
0540
w
w
w
2.
31 13.
09 12.
85 2.
89 2755
29.
73 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' 13AAocs
4A5.
2om 4A5.
2omd 0.
143 05W
05W
w
w
w
3.
40 13.
09 13.
80 3.
00 2755
24.
10 153
40
0-
113
0
0-
386
524
0
340
1102
0
0
0
0
0
0
0
0
0
0
0
0
0
t-
D 12C-
0sv . OA91 2.17 157 0 0 0 0 60 39 85 61 11D0
0.3M n 928 1254 0 0 0 0 21 21 198 267 C
16B-30ad 0.032 0.76 1.78 0 0 0 0 0 0 0 0 F
F
19A-
0bscp 19C-
19cscp 0295
0.
049 2.
64 0.
40 2.
06 0.
32 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
F
22A Ipm 1.180 28D8 0.00 442 58 1629 0 221 14 393 0 61
c) AED excursion 1308 1 -71 Envelope
lossIgain 3966 3035 1119 648 12
a) Infiltration 758 304 183 73 b)
Room ventilation 0 0 0 0 13
Intemalgains Occupants@ 230 0 0 0 0 Applianoss/
other 0 12M Subtotal (
lines 6 to 13) 4724 3339 1302 1921 Less
exlemal load 0 0 0 0 Lessiransfer
0 0 0 0 Redistribution
655 402 171 120 14
Sublotal 5379 3741 1473 2041 15
Dud loads 155/6 450/6 an 16W 156/6 451/6 1225 910 Total
room bad 6201 5409 1698 2951 Air
required (dm) 0 242 0 132 Calculations
approved byACCAto meet all requirements of Manual J 8th Ed. fi +
If wrlghtsoft 2018-Nov-252031:40 Comfon
Bulder by Wrigltsoft 18.0.31 RSLI30040 Page 9 lsm
Preserve (W P)\Lot 46\1986 Tribem B RHG.rvp Calc a MJS Frort Door Faces: S
ON4Siop
Right-J® Worksheet
Entire House
One Stop Cooling and Heating
7225 Sardscove Court Wirter Park FL 32792 PhDre: (407) 629 - 6920 Fax, (407) 629 - 9307 Web: wawOreStopCoolirg oom License. CAC032444
Job: 1986 Tribeca B RHG
Date: 07/01/2017
By. LF/LM
Plan: RHG
1 Room name STRt PWDR
2 Exposed wail 0 4 4.0 4
3 Room height 9.3 4 heaV000l 9.3 4 heatkool
4 Room dimensions 17.0 x 4.0 4 4.0 x 85 4
5 Room area 68.0 w 34.0 W
Ty Construction U-value Or HTM Area OF) Load Area (4) Load
number Btuh4ILn Btrrh4F) or perimeter (4) BWh) or perimeter (4) Bluh)
Heat Cool Gross NiP/5 Heat Cod Gross NrP/S Heat Cool
6 W
C
128-OSw O.097 n 231 2B9 0 0 0 0 0 0 0 0
4B5.2kn
13A-4ocs
O.540
0.143
n
n
1285
3.40
13.78
3.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0W
128-0sw O.097 a 231 289 0 0 0 0 0 0 0 0
11 4A5-2om 0550 a 13.09 2755 0 0 0 0 0 0 0 0
4B5.2hn 0540 a 1285 29.73 0 0 0 0 0 0 0 0
Vy
I-G
13A-4ors
4B5.2hn
0.143
OS40
a
a
3.40
12.85
3A0
13.78
0
0
0
0
0
0
0
0
37
4
33
4
113
51
99
55
p 11 DO 0390 a 928 1254 0 0 0 0 0 0 0 0
12B-Osv O.097 s 231 289 0 0 0 0 0 0 0 0
4AS2om
4B5.211n
0550
0540
s
s
13.09
1285
13.72
13.78
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-4ocs 0.143 s 3.40 3.00 0 0 0 0 0 0 0 0
4B5.21n
4B5-2hn
0540
O-540
s
s
12.85
1285
13.78
15.08
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12B-09v
4A5.2om
4B5.21m
OD97
0550
0540
w
w
w
231
13.09
1285
289
2755
29.73
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V 13A-4ocs
4A5.2om
4A5.2omd
0,143
0550
0580
w
w
w
3.40
13.09
1380
3AD
2755
24.10
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0_
0
0
0
0
0
0
q 12C•Osw , 0.091 217 157 116 116 252 182 79 79 171 124
1--D 11 DO •• 0.390 n 928 1254 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.76 1.78 0 0 0 0 34 34 26 61
F 19A•Obscp 0295 264 2.06 0 0 0 0 0 0 0 0
F 19C-190scp 0.049 0.40 0.32 0 0 0 0 0 0 0 0
F 2ZXlpm 1.180 28.08 ODD 68 0 0 0 34 4 112 0
61 c) AED excursion 7 1 -13
EnvelopeIossbWn 252 176 474 326
12 a) Infiltration 0 0 52 21
b) Room ventilation 0 0 0 0
13 Internal gains Occupants@ 230 0 0 0 0
Applianoesicther 0 0
Subtotal (lines 6 to 13) 252 176 526 347
Less ex Rrrkd Ioad 0 0 0 0
Lesstran9er 0 0 0 0
Redistribution 252 176 99D 606
14 Subbial 0 0 1516 954
15 Dud loads 1 15% 451/6 0 0 15% 451/6 232 425
Total room load 0 0 1748 1379
Air required (dm) 0 0 1 0 62
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrrlgl esoTt- 2018-Now252031:40
G ComfDnBulder by Wrigltsoh 18.0.31 RSU30040 Pape 10
Jam Preserve (W P)V-ot46\1986 Tribeca B RHG.rtp Calc. Ml8 Frorl Door laces. S
Static Pressure and Friction Rate Job: 1986 Tribeca B RHG
BY 2017
ONESTOP Entire House L
ceouw urs n neo, us.-
One Stop Cooling and Heating
Plan: RHG
7225 Sardscove CovL W irfer Park FL 32792 Ptore: (407) 629 - 6920 Fax• (407) 629 - 9307 Web: wwwOreStopCooIIrp.ccm Loam: CAC032444
For: Park Square Homes
Sanford, FL
Heating
in H20)
External static pressure 0.50
Pressurelosses
Coil 0
Heat exchanger 0
Supply diffusers 0.03
Return grilles 0.03
Filter 0.10
Humidifier 0.
Balancing damper 0
Other device
r
0 .
Available static pressure 0.34
Supply
it)
Measured length of run -out 13
Measured length of trunk 24
Equivalent length of fittings 130
Total length 166
Total effective length
Heating
iN100ft)
Supply Duds 0.205 > 0.18
Return Duds 0.205 > 0.18
Cooling
in H2O)
0.50
0
0
0.03
0.03
0.10
0
0
0
0.34
Return
it)
0
0
0
0
166
Cooling
in/100ft)
0.205 >0.18
0.205 > 0.18
Supply 4X=35,11 A=20,11 G=5,11 G=5,11 A=20,11 G=5,11 G=5,1 A=35: TotalEL=130
Return TotalEL=O
wrightsofC• 2018-Nov,25 2031:43
w»• ....... _ . comfort BUIder by Wrighwh 18A.31 RSU30040 Page 1
ACCA .-ham Preserve (W P)1Lot 46V 986 Tribece B RHG r p Calc - M18 Frorl Door faces: S
Duct System Summary Job: 1986 Tribeca B RHG
Y rY Date: 07/01/2017
O S Entire House Br. l E
GOOYIq YID M TIM0. LY:
One Stop Cooling and Heating
Plan: RHG
7225 Sardsoove Cool. W irter Park FL 32792 Ptore: (407) 629 - 6920 Fax (407) 629.9307 Web: wwK0reSIDpCoohr9.oDm Licerse: CAC032444
For: Park Square Homes
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
0.170/0.170 in H2O
0.205 in/100ft
0 cfm
166
Cooling
0.50 in H2O
0.16 in H2O
0.34 in H2O
0.170 / 0.170 in H2O
0.205 in/100ft
1367 cfm
Name
Design
Btuh)
Htg
Cfm)
Clg
cfm)
Design
FR
Diam-
in)
H x W
in)
Duct
Mat!
Actual
Ln (ft)
Ftg.Egv
Ln (ft) Trunk
BED2 c 1585 0 71 0.292 6.0 Ox 0 VIFx 16.5 100.0 SO
BEDS c 1542 0 69 0.297 6.0 Ox 0 MR 14.5 100.0 sti
BED4 c 3039 0 136 0.280 7.0 Ox 0 MR 21.6 100.0 SO
BTU c 417 0 19 0.298 4.0 Ox 0 MR 14.0 100.0 SO
DIN c 4864 0 218 0.248 8.0 Ox 0 MR 25.0 112.0 W
GATH c 2704 0 121 0.259 7.0 Ox 0 MR 24.0 107.0 St2
GATKA c 2704 0 121 0.257 7.0 Ox 0 MR 25.5 107.0 st2
Krr c 2951 0 132 0.275 7.0 Ox 0 MR 16.5 107.0 st2
uwN c 2712 0 121 0.293 6.0 Ox 0 MR 16.2 100.0 SO
MBED C 3967 0 177 0.205 8.0 Ox 0 MR 36.1 130.0 st3
MBTH c 843 0 38 0.210 4.0 Ox 0 MR 32.1 130.0 st3
MTOI c 244 0 11 0.209 4.0 Ox 0 MR 32.8 130.0 st3
MWr, c 1119 0 50 0.209 4.0 Ox 0 MR 32.5 130.0 st3
PW DR c 1379 0 62 0.270 4.0 Ox 0 VI Fx 19.0 107.0 st2
TOR c 481 0 22 0.304 4.0 Ox 0 VIFx 16.9 95.0 sti
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type cfm) cfm) FR fpm) in) in) Material Trunk
st1 PeakAVF 0 713 0.205 667 14.0 0 x 0 VinlFlx
st2 PeakAVF 0 653 0.248 611 14.0 0 x 0 VinlFlx
st3 PeakAVF 0 276 0.205 625 9.0 0 x 0 VnlAx st1
wrightsoft•
Ik • •.
Comfort Bulder by W rigltsod 18.0.31 RSU30040
ham Preserve (WP)\Lo146\1986 Trilleta B RHG.rup Cale. MAI Frort Door laces: S
2018-Nov-25 2031:43
Page I
m
Name
Grille
Size (in)
Htg
Cim)
Clg
Cim)
TEL
ft)
Design
FR
Veloc
ipm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Mal Trunk
rb2 Ox 0 0 1367 0 0 0 0 Ox 0 VIFx
wrightsoft• 2018-Nov252031:43
1 •M•I.rr wMM+1 Comfort Bulder by Wrighwh 18.0.31 RSU30040
A
Page 2
Jam Preserve (W P)\Lot 46\t886 Tnbeoa B RHG.r Calc= fvUB Fror/ Door faces: S
AF 10X10.2
121 cfm
y/
7"
AF
FB62
Ri er
FOY
AF
Level 1
1
10X10.2
121 cfm
OPT) PRE."RE
CLG.FANIL
7
H
I
10X8
I 1
132 cfm
PWDR i
F4 V n
I `
EF1 = 50 CFM Fab. "
EF2 = 8b dw Fan
EF3 = 1 F9 Pap— — — —
EFL1 = 50 CFM Fan
EFL2 = 80 &M Fan
EFL3 = 110 CFM Fan
VTR = Vent to hoof
VTW = Vent to Wall
DV = Dryer Vent
RV = Range Vent
Lineset Chase — —
Condensate — - — -
Thermostat 18/8 a
SRB = Small Reduction Box
LRB = Large Reduction Box
FBB = Feld Built Box
Job M 1986 Tribem B RHG
Performed by LF/LM for:
Park Square Homes
Sarford, FL
OPT) PRE -WIRE
CLG. FAMLITE
WP
FI /
10X10.1 DIN
218 cfm
AF
r--- r
KITS_
AF-A — -A GFI
42' 42'
T LI FIT STR1qg,
L
42-
GFI i
One Stop Cooling and Heating
7225 Sardscove Court
W i r>ter Park, FL 32792
Phone: (407) 629- 6920 Fax: (407) 629- 91307
wwwOreStcpCoD6ngmm
Scale: 1 : 61
Page 1
Comfort Builder by W thtsoft
18.0.11 RSU30040
2018-Apr-2010:40:15
EF1 = 50 CFM Fan
EF2 = 80 CFM Fan
EF3 = 110 CFM Fan
EFL1 = 50 CFM
EFL2 = 80 CFM
EFL3 =110 CFM
VTR = Vent to Roof
VTW = Vent to Wall
DV = Dryer Vent
RV = Range Vent
Line_s_et_Chase -
C ndensa i — -
Level 2
o e
Thermostat 18/8 O Zone Damper 1- 14'
SRB = Small Reduction Box zone Damper 2-14'
LRB = Large Reduction Box
FBB = Feld Built Box
Bypass Damper - 10
Job M 1986 Tribeca B RHG
Performed by LF/LM for:
Park Square Homes
Sarforck FL
One Stop Cooling and Heating
Scale: 1 : 61
Page 2
Comfort Builder by W thisoft
18.0.11 RSU30040
2018-Apr-2010:40:19
RECORD COPY
DESCRIPTION AS FURNISHED: Lot 46, WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 93
through 102 of the Public Records of Seminole County, Florida.
PLOT PLAN FOR/CERTIFIED TO
LOT 39
i.r y
4- N77Q LOT )7 O1:
JAN-/7 vi/y o
Llj- Eli'
Ok to construct single family home
with setbacks and impervious area
shown on plan.
Pork Square Enterprises, LLC (a Delaware Corporation);
Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title
Insurance Fund; Bank of America
N 89P40'51 " E LOT 40
60.00'
34.47' 34,47'
ry.\!.
ti
15,67'
16.7'
15.67'
O
LANAI
12.0'
15.67'
w
LOT 46
00
LOT 45
PROPOSED RESIDENCE CO "I
2087—TRIBECA-8
2 CAR GARAGE RIGHT U
L+
11.6%•
cov'o.
ENTRY
AC
15.67'
9.3•
h
vi
0
CV
19.3•
15.67' L j 16,
WALK
DRIVE
25.'2--.220—--
10' UIIL. ESMT.
WALK
16
t.
CURB
N 89P40'51 " E
60.00'
SETBACKS AS FURNISHED
iROr:T e 25'(1)
REAR n O'
SIDE r 5 (40' LOT)
7.5' (60' LOT)
10' (75' LOT)
SIDE STREET = 25' (60' & 75• LOT)
15' (40' LOT)
25' FRONT SETBACK CAN BE REDUCED
TO 7.0' ON CERTAIN LOTS. NO MORE THAN
2) IN SUCCESSION AT 20' AND A MINIMUM
OF (2) IN SUCCESSION AT 25•
PROPOSED - FINSHEO SPOT GRADE ELEVATIONS
D'R DRAINAGE PLANS
BL UL' GRO USA' LAND'
50- PRIVATE R/W)
PROPOSED DRAINAGE FLOW/
1z
LOT GRADING TYPE A
PROPOSED F.F. PER PLANS - 7.8.5
PLOT PLAA' OMLY
PLOT PLAN AREA CALCULATIONS MOT A SURVEY
TOTAL LOT AREA 6,900 t SOUARE FEET
FLATWORK ON/OFF LOT = TOTAL t SOUARE FEE-T FLA71YORK —
i
DRIVE 403/ 128— 532 t SOUARE FEET FOUNDATION/PAD 1,354 r. SOUARE FEET
WALKS 57/ 300= 357 t SOUARE FEET REAR PATIO 120 i SOUARE FEET
FRONT PORCH DECK 50 1 SQUARE FEE',
SOD 4,9041292 - 5,196 t SOUARE FEET POOL DECK NIA 1 SOUAHF. FEEI
NOTE.' FRONT SIOEIVALK AND STREET LOCATION TAKEN FROM PUNS PROVIDED 01' CI$ENT • NOT FIELD V£RIT+£D .
CT' UST jV,1V 'YL'R - SCO TT & A SYSYO C. , INC. - LAND SUR LCOEND -
LCGERD - PLAT
5400 E COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAx (4G7)-6 2-- I • r
TIM Pyl_ ,
POINT ON LUTE IYP. •
TTPICAL r.'
NOBS:
IP.
I.P. LtON ROD I1:U': ROD PAC. •
POINT Or RC UWjRSE [URVGIURC POINT6- [OIIPUUND CURVATURE 1, DIE UNDERSIGNED DOCS NEREOr CERIUY DNI DRS SURVEY MEETS THE SrANOARos OF PPACTICE SET FORM at RIE I WRIC:4 invio r.. CH
CtDrPETC KWUPENT 1, RAD. RADIAL PROFESSIONAL SURVEYORS AND MAPPERS $11 CHAPTER W-17 FLORIDA AOMWISDIATNE COVE PURSUANT TO SECTION •172.021. rL111d.A $IA IVES E1
IP VV IA. •/ALS A396 11A. - MI -RADIAL 2. UNLESS CMOOSSED WITH SUM'ETORS SIGNAIVRC AND ORICNVVL RAISED SEAL. THIS SURVEY MAP OR COPICS ARE NOT VALID. AEC.
RECUVCRCD VP. • V16+CS2 POINT 3 THIS SURVEY WAS PREPARCO FROM TITLE tf;r0R ARDH rUR111SHED TO D!C SURVEYOR, THCRE MAY BE OTHER RESTRIC117:S P.
UC. DINI
OT SCG:rvING CALL. • CALCULATED RA
1A.'r PErCRUXE OR
EASCMENTS THAT AFTCCT MIS PROPERTY. L
PTI:
1 or CORRUCENCNT CI$
7ERLUC I
CHI NO::VACNI Tr. .
rINISIIED rLDOR CLCVAI ION t, NO UNOERGROAND IVPROVEMENTS HAVE OCCN LOCATED UNLESS OMERA7SC SHOWN. hAU
AIL t r1ty D.S.L. •WILDING SCIDAC9 LINE 5, THIS SURVEY IS PRCPAREL FOR ME SOLE BENEFIT Or IHDSC CERDFIED TO AND SHOULD NOT 0E REUEO UPON OY AN( OTHEP ENTITY. v.
y RIrA,1•Dr-VAT Dic • DU:CkW& 6. DIMENSIONS SHOWN TOR THE LO-AMJ Or IMPRMME1:TS 11EREON SHOULD NOT BE USED TO RECONSTRUCT UOUNVARV UNES. CSN7.
EASrNC111 D.D. DASC GLARING 7. OWIU+GS, ARC 04SED ASSUMED OATUN AND ON ME UIX SHOWN AS LASE BEARING (0.0.) DRAIN
VTII.. DRAINACE V71LITV0. ELEV711OUS, v SHOWN, ARE OASED ON HLMIOHAL GEOOCIc vERDCAL DATUM Or 102D, UNLESS Oi/IERu7SE l:OTCD CL.
C. CHAIN LOW tCNCC 9. CERTIFICATE Or AUTHORIZATION Ho. 4596. Drt.
CIDTicVDOD
r[I;CE CONCRCTC
DLUCV POINT
0-1CURVAIURE SCALE I' - 20' - DRAWN OY; ••• — I P.:. DEst. POINT Or vUIG[NCr UCSCRIVIIUN
D DATE _ URfTEF No. CERTIFIEDBY: - R
LC IIGIN PLOTIU3 PLAN11-27-20I8 7U47.-18 D
DEL7A C
CHORD C
B CHORD 6[nR1::G NORTH
THIS
OUILDING\PROPERIY DOES NOT LIE WITHIN THE
ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRM • TOif 4714 ZONE
x MAP / i21T700090 r (09-28-07) W.
SCOTT,USENAI ,
L.
S d14801
RECORD COPY
t. (> 7 IV ` "4) D rmm
pam:a A-(AE gj s — D t4
l,
vo
Sdn._ 1
1 8- 4778
C•D•
A,,ry
r
RECORD COPY
Filename: PARK SQ TRIBECA•.rrr
Lighting and Small Appliance/Laundry Circuits
Floor Area SmAppNo LaundNo Line Neutral
i986 2 1
Lighting Summary Standard 5,610 5,610
Optional 10,458 5,610
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
Optional8,0004,480 svgo y - Dryers
Dryer
No.
No? Nameplate Line Neutral Q O R - 1.
1
5000 3 0 #
8• 77 Dryer SummaryStandard5,000 3,500 8 Optional 5,
000 3,500 Heating and
Cooling: Actual Number = 1 Name M?
Ph No Amps Volts VA HP Line Neutral 1 M
1 1 22.0 240 5,280 0 1 M
1 1 2.0 240 480 0 1 M
1 1 5.0 240 1,200 0 1 1
1 1 22 240 1 5,280 0 Heat/Cool
Summary Standard 12,240 0 Optional 12,
240 0 Fixed Appliances:
Actual Number = 6 Name M?
Ph No Amps Volts VA HP Line Neutral DISP 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 0 OPT POOL
1 1 10 240 2,400 0 OPT POOL
HEAT 1 1 31 240 7,440 0 Fixed Appliance
Summary Standard 12,960 2,250 Optional 17,
280 2,250 Other Appliances:
Actual Number = 0 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
Heat/Cool
1
Phase
22
Amps
240
Volts
Fixed Appl.
1
Phase
22
Amps
240
Volts
0
Other Appl. Phase Amps Volts
0
Max Motor Summary
Standard Only 1,320 0
SUMMARY
Standard Line Neutral
Total Total = 43,530 15,840
Maximum Amperage = . . 181. ... 66
Service Voltage = 240 Service _Phase
Optional----------------------------------------------- Line Neutral
Total Total = 34,535 15,840
Maximum Amperage = 144 66
Service Voltage = 240 Service Phase = 1
RECORD COPY
MiTek'
RE: P1986B
Park Sq H m/Tri beca- I 986-B
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610-4115
Site Information:
Customer: PARK SQUARE HOMES Project Name: P1986B
Lot/Block: 46 Model: TRIBECA 1986 - B
Address: 2364 BLUE GROUSE L . OUIt.t division: WYNDHAM PRESERVE 60
City: SANFORD Stat ' FLORIDA
SAIVEGeneralTrussEngineeringCrit 'a & livifti oads (Individual Truss Design Drawings Show Special
Loading Conditions):
0,
Design Code: FBC2017/TP12014 R1TnC,
Design Program: MiTek 20/20 8.1
Wind Code: ASCE 7-10 _ 4 7 7 8 Wind Speed: 140 mph
Roof Load: 40.0 psf # 1 8 Floor Load: 55.0 psf
This package includes 32 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 611315-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date No. Seal# Truss Name Date
1 T13077036 a1 1/29/18 26 T13077061 f5a 1/29/18
2 T13077037 a2 1/29/18 27 T13077062 ft2 1/29/18
3 T13077038 a3 1/29/18 28 T13077063 j5 1/29/18
4 T13077039 a4 1/29/18 29 T13077064 117 1/29/18
5 T13077040 a5 1/29/18 30 T13077065 k15 1/29/18
6 T13077041 a6 1/29/18 31 T13077066 kJ7 1/29118
7 T13077042 b1 1/29/18 32 T13077067 mg1 1/29/18
8 T13077043 b2 1/29/18
9 T13077044 b3 1/29/18
10 T13077045 c1 1/29/18
11 T13077046 c2 1/29/18
12 T13077047 c3 1/29/18
13 T13077048 C41 1/29/18
14 T13077049 cj3 1/29/18
15 T13077050 ccJ5 1/29/18
16 T13077051 d1 1/29/18
17 T13077052 d2 1/29/18
18 T13077053 d3 1/29/18
19 T13077054 f1 1/29/18
20 T13077055 fla 1/29/18
21 T13077056 f1b 1/29/18
22 T13077057 f2 1/29/18
23 T13077058 M 1/29/18
24 T13077059 f3a 1/29/18
25 T13077060 f5 1/29/18
This item has been electronically signed and sealed by Velez, Joaquin 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 %%tttIll11elrrirrrr
based on the parameters provided by Mid -Florida Lumber Acquisitions, Inc.. % QUIN VF
Truss Design Engineers Name: Velez, Joaquin : ,.G E NS.
My license renewal date for the state of Florida is February 28, 2019. '
Florida COA:6634 No 68182
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 ANSIfTPI 1. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were
given to MiTek. Any project specific information included is for MiTek
customers file reference purpose only, and was not taken into account in the preparation of
these designs. MiTek has not independently verified the applicability of the design
parameters or the designs for any particular building. Before use, the building designer
should verify applicability of design parameters and properly incorporate these designs
into the overall building design per ANSI/TPI 1, Chapter 2
C: ;Z
STATE OF
i
iOi(1
0 Ft
Joaquin Velez PE No.68182
MiTek USA. Inc. R. Ged 6634
6904 Parke East Blvd. Tampa R. 33610 January 29,2018
1 of I Velez, Joaquin
Job Truss Truss Type oty Ply Park Sq Hrrt/Tribeca-19WB
T73077036
P19868 At COMMON 4 1
Job Reference iptronal
Mid-Fkuida Lumber. Barlow. FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 29 08:11:43 2018 Page t
ID:3zzrE$595gHBgKdROwR6OYzkwee-luknfBgNkWGcSUgNc iWNZHK rOlWhlb79 FRRzgYtU
1 0 0 7-3-11 14.4-0 214-5 28.8.0 29 8-0
1-0.0 7-3-11 7.0.5 7.OS 7.3.11 1-0-0
4x4 =
e.00
Scale - 149 2
I
3x4 = 04 = 30 = 4x4 =
40
9-0-13 18.11
941-13 9-V
Plate Offsets (XY}_13:0-3-0.EdgeLI5:0.3-O.Edg,
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP
TCLL 200 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.32 8-10 >999 240 MT20 244/190
TCDL 100 Lumber DOL 1.25 BC 0.95 Verl(CT) -0.45 10-13 >767 ISO
BCLL 0.0 ' Rep Stress Ina YES WB 0.28 Horz(CT) 0.07 6 n/a n/a
BCDL 10.0 Code FBC20171rP12014 Matrix -MS Weight 131 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.310 oc purlins
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing
WEBS 20 SP No.3
REACTIONS. (lb/size) 2=1207/0-4-0, 6=1207/0-4-0
Max Hors 2=147(LC 10)
Max Uplift 2=226(1-C 12). 6=226(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown
TOP CHORD 2-3=2018/606, 3-4=1797/600, 4-5=1797/600, 5.6=2018/606
BOT CHORD 2-10=433/1805, 8-10=197/1155, 6.8=-448/1760
WEBS 4-8=194/756, 5.8=452/260. 4-10=194/756, 3.10=452/260
NOTES-
1) Unbalanced root live loads have been considered for this design.
2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph. TCDL=4 2ps1; BCDL=3.Opsf, h=15111, 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 14 4 0, Exterior(2) 14-4-0 to
174-0 zone;C-C for members and forces d MWFRS for reactions shown: Lumber DOL=1 60 plate gnp DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreni 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-" tall by 2-0-0 wide
will f4 between the bottom chord and any other members, with BCDL = IO.Opsf
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Cozlb)
2=226,6=226
This item has been
electronically signed and
sealed by Velez, Joaquin, 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.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East BNB Tampa FL 33610
Date:
January 29,2018
0 WARNING - Vedl y design parameters and READ NOTES ON TNIS AND INCLUDED MITTEN REFERENCE PAGE AGM-7473 rev. 1013/2015 BEFORE USE.
wwww •
Design valid for use only web MiTeltm connectors This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, live budding designer must verify the applicability of design parameters and property incorporate this design into the overall
building design Bracing indicated is to prevent buckling of individual truss web anmor chord members only. Additional temporary and permanent bracing WOWlaalwaysrequiredforstabddyandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the
fabrication, storage. delivery, erschon and bracing of trusses and truss "ems. a" ANSVTPI1 Quality CrlteAs, DS849 and BCSI Building Component 6904 Parke East Blvd
Safety Information available from Truss Plate Insirture, 210 N. Lee Streel. Suds 312. Alexandria, VA 22314 Tampa, FL 36610
Job Tnlss Truss Type Oty Park Sq Hmrrribece-19868
T73077037
P19868 A2 HIP 2
Py
1
Job Reference(optional)
Mid -Florida Lumber. Bartow. FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 29 08:11:44 2018 Page 1
ID:3zzrE559SgHBgKdROwR6OYzkwee-V519sU?VgOT4eFaAgXVwngYHFoiF 161EpjortzgYIT
0-0 6-9-4 13." 1544 21.10.12 284-0 29-e-o,
t -0 01 6-9-4 6.2.12 24.0 6.2.12
I
6.9.4 144 `
4x8 =
40 =
i 22 23 5
Scale - 1.50.0
to 12 tv e
US — 1 Sx4 I I 30 = 3x4 = 1 5x4 II US =
3x8 =
I
6-9.4
1
13.0.0 15-0 21-10-12 28-" I I
6-9 4 8 2.12 2 8-0 &2.12
I
B 9 4
Plate Offsets (X.Y1— 14.%5-4A•2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 125 TC 0.50 Vert(ILL) -0.09 12 >999 240 MT20 2441190
TCDL 10.0 Lumber DOL 125 BC 0.64 Vert(CT) -0.20 12-13 >999 180
BCLL 0.0 Rep Stress Ina YES WB 0 65 Horz(CT) 008 7 n/a We
BCDL 10.0 Code FBC2017/TPI2014 MaWf-MS Weight: 152 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-74 oc puritns.
BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 8-2-2 oc bracing
WEBS 2x4 SP No 3
REACTIONS. (lb/size) 2=1207/0.4-0, 7=1207/0.4-0
Max Horz 2-134(LC 11)
Max Uplift 2=226(LC 12). 7=226(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=2107/660, 3-4=1491/543, 4-5=1256/540, 5.6=1492/543, 67=2106/6W
BOT CHORD 2-13--SW/1822, 12-13=500/1822, 10.12z258/1254, 9-10z509/1821, 7-9=509/1821
WEBS 3.13=0/289, 3-12= 656/277, 4-12=104/391, 5-10=128/393, 610=-654/277, 69=0/287
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=15ft: B-45111: L=241111; eave=aft; Cal.
II; Exp B: End.. GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -1.0.0 to 2 0, Interior(1) 2-0-0 to 13-0-0. Extenor(2) 13-0-0 to
15$-0. Interior(1) 19.10.15 to 29-" zone:C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1.60 plate
gnp DOL=1 60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcur ent with any other live loads.
5) ' This truss has been designed for a live load of 20.0psf On the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jl=lb) This item has been
2=226, 7=226. electronically signed and
sealed by Velez, Joaquin, 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.
Joaquin VNa PE No.Ol1A2
MiTsk USA, Inc. FL Carl $634
6904 Parka East Blvd. Tampa FL 33610
Date:
January 29,2018
0 WARNING - Verify dealpn parameters and READ NOTES ON THIS AND INCLUDED 40TEK REFERENCE PAGE 4014473 rev. fa9YMS BEFORE USE.
Design roW for use only with Mr1'ekB connector* This design is based only upon parameters shown, and is for an mclividuai building compbnsrd, not tbaatrusssystem. Before use, the budropy dingdesignermustthe applicability of design parameters and property incorporate this design irdo the overall Dwiding
design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Addnonel temporary and permanent bracing WOW isaleraysrequiredforstabilityandtopreventcollapsewithpossiblepersonaluquryandpropertydamage. For general guidance regarding the latincation,
storage. delivery, erection and bra" of trusses and truss "immi, we ANSVTPIII Quality Criteria. DS049 and BCSI Building Component 6904 Parke East Blvd. sally,
Intomudon available from Tows Plate Institute. 21a N. tee Street. Suite 312. Alexandre. VA 22314 Tampa. FL 36810
Job Truss Truss Type oty Py,
1ParkSqHnVrribeca-
1986-B
Tt3077038
P19868 A3 HIP 2 1
Job Reference(Dpbonal
Mid -Florida Lumber. Bartow, FL 8 130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 29 08.11:45 2018 Page 1
ID:3zzrE5595gHBgKdROwR6OYzkwee-zHsY4grdF7WKiogmkN2kS McNIA?_ZtuTTTMVJzgYIS
5-9-4
I
11.0.0 i 17." 22.10.12 1 28-M 29 8-01
1-0-0 S9 4 S2-t2 6A-0 -1-2-125.91A
Scale = 150 0
4xS MT20HS =
4x4 =
t 22 23 24 25 5
13 11Z 10 9
30 = fire 11 30 = 30 —
3x8 MT20HS = lx4 II 30 =
LOADING (psf)
TCLL 200
TCDL 10.0
BCLL 00
BCDL 10.0
SPACING- 2-0-0
Plate Gnp DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017rrP12014
CS1.
TC 074
BC 058
WB 0.36
Matrix -MS
DEFL.
Vert(LL)
Vert(CT)
HOrz(CT)
in (loc) Udell Ud
0 09 10-12 >999 240
021 10-12 >999 ISO 0,
08 7 n/a n/a PLATES
MT20
MT20HS
Weight:
146 lb GRIP
244/
190 187/
143 FT =
20% LUMBER-
BRACING - TOP
CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.0.7 oc puriins BOT
CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-6 oc bracing. WEBS
2x4 SP No.3 WEBS 1 Row at midpi 4-10 REACTIONS. (
lb/size) 2=1207/0.4-0, 7=1207/0-4-0 Max
Horz 2=115(LC 11) Max
Uplift 2=226(LC 12). 7=226(1_C 12) FORCES. (
lb) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP
CHORD 2-3=2145r706, 3-4=1660/605, 4-5=1427/595, 5.6=1660/605, 6-7=2145/706 BOT
CHORD 2-13=550/1863, 12.13=550/1863, 10.12=348/1427, 9-10=559/1863, 7-9=559/1863 WEBS
3.12=510/232, 4-12=75/421, 5.10=77/421, 6-10=510/232 NOTES-
1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf: BCDL=3.Opsf: h-15ft: B=45ft; L=24ft; eave=oft; Cat II;
Exp 8: Encl., GCpi=0.18: MWFRS (directional) and C-C Extenor(2) -1-" to 2-0-0. Interior(1) 2-0-0 to 11-0-0. Exterior(2) 11-0-0 to 21-
10,15, Interior(1) 21-10-15 to 29-8-0 zone:C-C for members and forces 8 MWFRS for reactions shown, Lumber DOL=1.60 plate gnp
DOL=1 60 3)
Provide adequate drainage to prevent water ponding. 4)
All plates are MT20 plates unless otherwise indicated. 5)
This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 6) '
This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-641 tall by 2-0.0 wide will
fit between the bottom chord and any other members. This item has been 7)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ili uplift at joint(s) except (0=11j) electronically signed and 2=226,7=226. sealed
by Velez, Joaquin, 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. Joaquin
Velez PE N A11112 MTak
USA, Inc. FL Cert 66U 6904
Parke East Blvd, Tampa FL 33610 Date:
January
29,2018 0
WARNING - VMfy design parameters .rid READ NOTES ON T OS AND INCLUDED WrEK REFERENCE PAGE 411167477 nsv. 106312015 BEFORE IRE. Design
valid for use only with Wake Connectors. This design is based only upon parameters shown, and is for an mdrMual building component, not a
truss system Before use, the budding designer must vent' the applicability of design parameters and property mcorporate live design mic, the overail building
design Bracing ndcated is to prevent budding of individual truss web and/or chord members onty. Additional temporary and pemwnem bracing MiTek isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication,
storage, delivery, ereaon and bracing of trusses and tons systems. we ANSUTPII Quality criteria. D3849 and BCSI Building Component 6904 Parke East Blvd Sally
Information available from Truss Plate Instdiite. 218 N. Lee Street, Suite 31 Z Alexandria, VA 22314 Tampa, FL 36610
Job Truss Truss Type Ory
T13077039
P1986B A4 HIP 2 IPly, 1 IParkSqHmrrribeca-
1986-8
Job Reference Lptional
Mid -Florida Lumber. Bartow. FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 29 08.11 46 2018 Page 1
ID:3zzrE5595gHBgKdROwR6OYzkwee-RTOwHAsFOReBJyoyl42z?Cvul2Spj351 h7Cvl mzgYIR
1-0 Oi 4-9< i
9-0-0
I 14-4-0 19 8-0 23-10-12 28 8-0 21
1-0 0 14t- 42.12 5-0 5 4 0 4-2-12 4-9.4 1-0-0
21
40 =
LOADING (psQ
TCLL 200
TCDL 10.0
BCLL 0.0
BCDL 10.0
LUMBER -
TOP CHORD 20 SP No 2
SOT CHORD 2x4 SP No.2
WEBS 20 SP No 3
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Inv YES
Code FSC2017rrP12014
REACTIONS. (Ib/size) 2=1207/0-4-0, 8=1207/0-a-0
Max Horz 2=96(LC 11)
Max Uplift 2-226(LC 12), 8=226(LC 12)
4X8 =
15x4 II 4x8 =
4 21 522 23 24 6
3x4 =
3x4 =
34 = 3x4 =
Scale = 150.0
40 =
CSI. DEFL. in (loc) Vden Ud PLATES GRIP
TC 0.44 Vert(LL) -0.1513.16 >999 240 MT20 2441190
BC 0.79 Verl(CT) -0.3413-16 >999 180
WB 0.17 Horz(CT) 0.08 8 n/a n/a
Matrix -MS Weight: 145 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-8-5 oc purlins
BOT CHORD Rigid ceiling directly applied or 7-6-3 oc bracing.
FORCES. (Ib) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown
TOP CHORD 2-3-2132l762, 3-4=1831/646, 4-5=18351709, 5-6=1835f709. 6-7=1831/646,
7-8=2132f762
BOT CHORD 2-13=609/1884, 11-13=-412/1588, 10-11=419/1588, 8.10=617/1884
WEBS 3-13=346/224, 4-13-57/408. 4-11=151/418. 5-11=366/192, 6-11=151/418,
6-10-57/408, 7-10-3461224
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind ASCE 7-10; Vuk=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=2411, eave=oft; Cat.
II, Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1.0-0 to 2-0-0, Interior(l) 2-0-0 to 9-0-0. Extenor(2) 9-0-0 to
24-0-11, Interior(l) 24-0-11 to 29.84) zone;C-C for members and forces d 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 24)-0 wide
will rd 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 (0=1b)
2=226,8=226
0 WARNING . Volt' dsslpri pararnerars and READ NOTES ON TNIS AND INCLUDED WTEK REFERENCE PAGE 11111167474 rev. I&OZI M3 BEFORE USE.
Design valid for use only with Wait* connectors This design is based only upon parameters shown, and is for an individual balding component, not
a truss system Before use, the budding designer must vent' the applicability of despn parameters and property incorporate this deeps into the overall
budding design. Biscuit; indicated is to prevent budding of individual truss web andbr chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent colapse with possible personal injury and property damage For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and tons systems, see ANSVTPII Quality Criteria. OSS49 and BCs1 Building Component
So" Information available from Truss Plate institute, 218 N Lae Street. Suite 312. Alexandria. VA 22314
d
i
This item has been
electronically signed and
sealed by Velez, Joaquin, 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.
Joaquin Vela PE No.68182
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 29,2018
MiTek'
6904 Parke East aNd
Tampa. FL 36810
Job Truss Thus Type Oty Ply Park Sq Hm/Tribeca-1986-8
T13077040
P19868 AS HIP 1 1
Job Reference (optional
Mld-Fwraa Lumber, Bartow. FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 29 08 11.48 2018 Page 1
ID:3zzrE5595gHBgKdROwR6OYzkwee-NsYgiruWY2uvZFYLPVbR4d BJs6GBpOK9Rh06ezgYIP
t-0-01 3 9 4 7-
2"
11-10.1 16-9-15 21.8-0 1
24.10.12
1 Z8 §-_O 29-"
t-00 39 32•,2 4-t0., 4.11.13 4-10.1 .2.12 3.9.4 t-00
Sx5 =
30 = 1.5x4 If 5x5 =
r— '
d 2021 22 23 d 24 25 7
Scale = 150 0
M CS
g
3x8 =
3x4 = 6x9 MT20KS =
4x6 =
4x8 = 3x4 = 3x8
1 7-0-0 1 nna,
1 ,
69,5 21.6-0 1
26.6•o
i
7-0-0 4.1a1 4-„-13 4.1a1 7-0-0
LOADING (psf) SPACING- 24).0 CSI. DEFL. in (loc) Uden Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0 25 12-14 >999 240 MT20 244/190
TCDL 100 Lumber DOL 1.25 BC 0.92 Verl(CT) -0 50 12-14 >691 180 MT20HS 187/143
BCLL 00 ' Rep Stress Inv NO WB 0 82 Horz(CT) 0.11 9 We n/a
BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 169 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No 2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-2 oc purtins.
4-7 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-2-13 oc bracing.
SOT CHORD 2x6 SP No 1
WEBS 20 SP No 3
REACTIONS. (lb/size) 2-1981/0-44), 9=2210/0.4-0
Max Horz 2-77(LC 6)
Max Uplift 2=467(LC 8). 9=559(LC 8)
FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=3960/931, 3-4-3768/893, 4-5=5021/1271, 5-6=5019/1301. 6-7-5019/1301,
7-8-4287/1101, 8-9z4477/1134
BOT CHORD 2-15-776/3521, 14-15=697/3318, 12-14-1152/5021, 11-12=-883/3779, 9-11-956/3980
WEBS 4-15-1/286, 4-14-561/2161, 5-14= 419/168, 6-12-576/264, 7-12=368/1571,
7-11-69/620
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind ASCE 7-10. Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft: eave=oft: Cal.
11; Exp B; Encl.. GCpi=O 18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads
6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=467,9=559.
8) Hanger(s) or other connection device($) shall be provided sufficient to support concentrated load(s) 97 lb down and 106 lb up at
13-7-4, 97 lb down and 106 lb up at 15.7-4. 97 lb down and 106 lb up at 17-7-4, and 97 lb down and 106 Ile up at 19-7-4, and 187
lb down and 207 lb up at 2141-0 on top chord, and 778 lb down and 219 lb up at 12-9-8, 66 lb down at 13-7-4. 66 lb down at
15.74, 66 lb down at 17-74, 66 lb down at 19.7.4. and 66 lb down at 21-74, and 268 lb down and 100 lb up at 21$0 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 from (F) or back (8).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced), Lumber Increase=1.25. Plate Increase=1 25
Uniform Loads (plf)
Vert: 1.4-60, 4-7= % 7-10=60, 2-9=20
This item has been
electronically signed and
sealed by Velez, Joaquin, 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.
Joaquin Velez PE No.66/62
MiTek USA, Inc. FL Cert 6634
6904 Parke Ent Blvd. Tampa FL 33610
Data:
January 29,2018
0 WARMING • Vwik design paranwhrs and READ NOTES ON TMIS AND INCLUDED AOTEK REFERENCE PAGE e00,7473 rev, 1111bYMS BEFORE USE.
Design valid for use only with MITOItm connegore 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 vent' the applicability of design parameters and prop" incorpoMe this design rrao the overall
building design Bra" is to prevent bucidng of individual truss web andAor Gard members only. Additional temporary and permanent brain MiTekisalwaysrequiredforstabilityandtopreventcollapsewnhpossiblepersonalinjuryandpropertydamage. For general guidance regardutg the
fatincation, storage, delivery, ere0lon and bracng of trusses and truss systems, ass ANSIRPn Ousllty crlteds. DSB49 and BCSI Building component 69W Parke East Blvd
So" information available from Truss Ptate Institute. 21e N Lee Street. Suite 312. McXondne. VA 22314. Tampa. FL 36810
Job Truss Truss Type Oty Park Sq HnVTnbera-1986-8ly
T13077040
P19868 A5 HIP 1 1
Job Reference tionall
Mid -Florida Lumber. Bartow. FL a.130 s Sep 15 2017 MTek Industries, Inc Mon Jan Z9 00:11:45 Z01B Page Z
ID.3zzrE5595gHBgKdRO wR6OYzkwee-NsYgiruWY2uvZFYLPVbR4d_8Js6GBpOK9RA06ezgYtP
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert- 7=140(F) 13=778(F) 11-309(F=-41) 20=97(F) 23=97(F) 24=97(F) 25=97(F) 26=41(F) 27=41(F) 28=-41(F) 29-41(F)
0 WARNING • Vwfff des1j; penansfers end READ NOTES ON TWS AND INCLUDED MTEK REFERENCE PAGE WO-7473 rev 1D0 rM5 BEFORE USE.
Design valid for use only with MRek® Connectors This design is based only upon parameters sawn, and is for an aidividual building component, not
a truss "am. Before use, the budding designer must vent' the applicability of design parameters and properly incorporate this design Inc the overall
budding design. Bracing uMirmed is to prevent bucldeig of individual tons web andfer chord members only. Additional temporary and pemanem brwng WOWalwaysrequiredforstabilityandtopreventcosapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the
fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSVrP11 Ousllty, Criteria, DS829 and BCSI Building Component 6904 Parks East Blvd
Safety Information available from Trans Plate tnsulae. 218 N. Lee Street, Suds 312. Alexandra. VA 22314 Tempe, FL 36010
Job Truss Truss Type Oy Ply BT13077041arkSqHnVTnbeca-19M
P1986B Ail HIP 1ob Reference (optional)
Mid -Florida Lumber. Bartow. FL 8 130 s Sep 15 2017 MTek Industries. Inc. Mon Jan 28 08:11.49 2018 Page 1
ID:3zzrE5595gHBgKdROwR6OYzkwee-r2S2vBv8JMOmAP7XzD6gcgXK5GSOwKxUNSRZeSzgYIO
1-0-0 394 7-0-0 I 1t•10.t I 188-t5 I 21.1.0 24-t0.12
i
288-0 29-8.0
1-0-0 3.9.4 3-2-12 4-t0.1 4.11.13 4-10.1 3-2.12 3.9.4 1-0-0
Scale = 1,500
5x5 =
30 = I.Sx4 II
M f-
4 19 20 5 21 22 23 24 25 26 27
Sx5 =
14 1J 1L 11
i3x8
7x8 = 40 = axe = 7x6 =
3x8
7-0-0 11-10.1 t0.9-15 21.8-0 28-MiIi
7-0-0 4-10-1 4-11-13 4.1%1 7-0.0
Plate Offsets (_&,Y _12 0-2-10.0.1 8j 14:0 2-8.0.2-4J,17:a2-8.0.2.4tj9:D-2-10.0-1-8),. 11:0.3-0 D-a-8yt14:a3-0,0 4 81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 125 TC 075 Vert(LL) -024 12-13 >999 240 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 093 Vert(CT) -0.48 12-13 >723 180 BCLL
0.0 ' Rep Stress Ina NO WB 055 Horz(CT) 012 9 We n/a BCDL
10.0 Code FBC2017/TP12014 Matrix -MS Weight: 169 Ib FT = 20% LUMBER.
BRACING - TOP
CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-3-15 oc purlins 4-
7. 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-9-8 oc bracing. BOT
CHORD 2x6 SP No.2 WEBS
20 SP No.3 REACTIONS. (
lb/size) 2=2141/0-44), 9-2134/0-4-0 Max
Horz 2=77(LC 6) Max
Uplift 2-564(LC 8), 9=562(LC 8) FORCES. (
Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP
CHORD 2-3=-4333/1147, 3-4=-4146/1116, 4.5=4765/1314, 5.6=4764/1313, 6-7=4764/1313. 7$=
4146/1116, 8-9=4328/1146 BOT
CHORD 2-14=968/3851, 13-14=-89213627, 12-13=1195/4765, 11-12=-892/3627, 9.11=967/3846 WEBS
4-14=76/629, 4-13=37211444, 5-13=-625/280, 6-12=599/278, 7-12=371/1444, 7-
11=75/626 NOTES-
1)
Unbalanced roof live bads have been considered for this design 2)
Wind: ASCE 7-10: VuR=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf: h=15ft: B=4511, L=2411t, eave=oft; Cat II;
Exp B. Encl. GCpi=O 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 chord live load nonconcurreni with any other live loads. 5) '
This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
Id between the bottom chord and any other members This item has been 6)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ili uplift at joint(s) except 0l=1b) electronically signed and 2=564, 9=562. sealed
b Velez, Joaquin, PE y47) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 187 Ib down and 207 Ili up at 7-
0-0. 97 Ib down and 106 Ib up at 9.0.12, 97 Ib down and 106 Ib up at 11-0-12, 97 Ili down and 106 Ib up at 13-0-12. 97 Ib down using a Digital Signature. and
106 Ib up at 14 4 0, 97 Ib down and 106 Ib up at 15-7-4. 97 lb down and 106 Ib up at 17-74. and 97 Ib down and 106 Ili up at Printed copies of this 19-
74, and 187 Ili down and 207 Ili up at 21-8-0 on top chord, and 268 Ib down and 100 Ib up at 7-0-0, 66 Ib down at 7-0-12. 66 Ib document are not considered down
at 9-0-12. 66 Ili down at 11-0.12, 66 Ib down at 13-0-12, 66 Ib down at 14-", 66 lb down at 15-7-4, 66 Ili down at 17-7-4, sealed and the signedandSeal66
Ib down at 19-74, and 66 Ib down at 21-7-4, and 268 Ib down and 100 Ib up at 2141-0 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others. SI 9 nature must e verified 8)
In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). On any electronic Copies. Joaquin
Velez PE NoA8162 LOAD
CASE(S) Standard MTek USA, Inc. FL Cert $934 1)
Dead + Roof Live (balanced): Lumber Increase=1.25. Plate Increase=1.25 6904 Parke East Blvd. Tampa FL 33610 Uniform
Loads (plf) Date. Vert:
14=60. 4-7=-W, 7-10=-W, 2-9=20 January
29,2018 0
WARNING- VarIfy daslgn panimerrs and READ NOTES ON TWS AND INCLUDED WEK REFERENCE PAGE 110F7473 rev. IM31305 BEFORE USE. Design
valid for use only with Wake Connector$ 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 vent' the appbcabday of design parameters and property incorporate this design into the overall building
design. Bracing indicated is to prevent buckling of individual truss web andror Chord members only Additional temporary and permanent bracing WOWisalways requiredforStabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthelabncatldn.
Storage, delivery, erealdn and bra "or trusses and truss systems. we ANSUTP11 Quality criteria. DS849 and SCSI Building component 6904 Parke Fast Blvd. sally
Irdomration available from Truss Plate Institute. 218 N Lee Street, suns 312, Alexnndna. VA 22314 Tampa. FL 38510
Job Truss Truss Type Oty Ply HnVTnbeca-19WBParkSq
T13077041
P19t168 A6 HIP 1 1
Job Reference Lptional
MItl-F lOrltla LURIDef, Bar10W, FL. B.13U S Sep 15 2017 MITek Industries, Inc. MOn Jan 29 09 11 49 ZU76 PBge Z
ID:3zzrE5595gHBgKdROwR60YAvme.r252vBv8JMOmAP7XzD6gcttXK5GSOwKxUN5RZe5zgYtO
LOAD CASE(S) Standard
Concentrated Loads (Ib)
Vert: 7=140(F) 14=268 4=140(F) 19=97(F) 20=97(F) 21=97(F) 23=97(F) 25=97(F) 26=97(F) 27=97(F) 28=41(F) 29=41(F) 30=41(F) 31=41(F) 32=41(F)
33=41(F) 34=41(F) 35=-41(F) 36=309(F=-41)
0 WARNING • VeAy dWpn paramerrs and READ NOTES ON TINS AND INCLUDED MTEK REFERENCE PAGE WX7473 ni v. 1000M 0/S BEFORE USE.
Design valid for use only with MTek® 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 of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated rs to prevent buclding of individual truss web ondior chord members only Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication. storage. delivery, erection and bracing of trusses and truss systems, sae ANSU7PI1 Quality Criteria, DS849 and BCSI Building Component 6904 Parke East Bald
Sally Information avadabb from Truss Weil Institute, 218 N Lee Street. Suite 312. Alexandria. VA 22314 Tamps, FL 36810
Job Truss Truss Type Oty Ply Park Sq Hm/Tribeca-1986.8
T13077042
P19868 B1 SPECIAL 1
Job Reference (oplional)
Mid -Florida Lumber, Bartow. FL. 8 130 s Sep 15 2017 Well Industries, Inc. Mon Jan 29 08 11 50 2018 Page 1
I D:3zzrE5595gHBgKGROwR6OYzkwee-JF1R7Xvm498wZijXwev924TlgrifiddetA7AXzgYtN
3 3-2 &3 8 9.3.11 12.5-10 15-7-9 tit 1l
13,3-0-33.0-8 33 3.1.15 3.1.15 3.3.11
Scale = 1331
150 11
3
3x4 =
4x6 = 4x4 It Bx10MT20HS = 2x4 II 7x10 = ;
4
I 3.3.0 6.3.8 I 9.3-11 i
12-5-10 15 7.9 I 18 tt
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vden Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 100 TC 0.89 Vert(LL) -027 12 >832 360 MT20 244/190 TCDL
10.0 Lumber DOL 100 BC 0.67 Vert(CT) -057 12 >397 240 MT20HS 187/143 SCLL 00 '
Rep Stress Ina NO WB 0.84 Horz(CT) 005 9 Na We BCDL 100
Code FBC20171TPI2014 Matnx-MS Weight: 218 lb FT = 20% LUMBER- BRACING -
TOP CHORD
2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-10.4 oc purlins, 4-8:
20 SP No 1 except end verticals. BOT CHORD
2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2x4
SP No.3 *Except* 4-12,
6-12,6-10,8-10: 2x4 SP No.2 REACTIONS. (Ib/
size) 1=1858/0.4-0, 9=2504/0-7-4 Max Horz
1=159(LC 8) Max Uplift
1=247(LC 8), 9=376(LC 5) Max Grav
1=2004(LC 13), 9=2793(LC 13) FORCES. (Ib) -
Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD
1-2=3979/493, 4-5=12230/1677, 5-6=12230/1677, 6.7=6925/935, 7-8=6925/935, 8.9=
2425/3W BOT CHORD
1-14=569/3589, 13-14=1444/10245, 12-13=1565/11047, 11-12=1593/11755, 10-11=1593/11755, 9.10=
77/556 WEBS 2-14=32212487, 5-12=-
829/130, 6.11=23/366, 7- 1 0=-839/142, 4-12=131/1248, 6.12-128/496, 6-10=
5047/688, 8.10=-897/6656, 4-14=7011/956. 2-4=3502/518 NOTES- 1) 2-ply truss to
be
connected together with 10d (0.131'x3r) nails as follows Top chords connected as follows 20 -
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: 20 - 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 root live loads have
been considered for this design. 4) Wind ASCE 7-10, VuM=
140mph (3-second gust) Vasd=108mph. TCDL=4 2psf; BCDL=3.Opsf; h=15n: B=45n; L=24n; eave=4n: Cal. II; Exp 8: Encl.. GCpi=D
IS: MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1 60 5) Provide adequate drainage to prevent
water ponding. 6) All plates are MT20 plates
unless otherwise indicated. 7) This truss has been designed
for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed
for a live bad of 20 Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord
and any other members. 9) Provide mechanical connection (by others)
of truss to bearing plate capable of withstanding 100 Ill uplift at joint(s) except Ot=1b) 1=247,9=376 10) Girder
caries tie-in span(
s): 5.0.0 from 6.3-8 to IS-11-4 11) 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 Velez,
Joaquin, 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 Joaquin Vein
PE No.69/82
Wall USA, Inc. FL Cert 8834
904 Parka East Blvd. Tampa FL
33610 Date: January 29,2018 0 WARNING -
Vanity
design parameters and,
READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE W0,7473 rev. 10QYM5 BEFORE USE. Design valid for use only who
MrekOP connectors. This design is based only upon parameters shown, and is for an individual budding component, not a truss system. Betore use, the
budding designer must vendy the applocabdy of design parameters and property incorporate this design onto the owroll building design. Bracing indicated is to
prevent building of ndrvrdual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stood" and toproventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, electron and bracing
of trusses and truss systems, we ANSVTPH Quality Crtlorts, D5049 and SCSI Building Component 6904 Parke East 6N0 Sally Information available from Truss Plate
Insl4uto. 218 N Los Street, Suds 312. Alexandria, VA 22314 Tampa, FL 36610
Job Truss QryPyJPark Sq Hm/Tribeca-1986-BT13077042TnjEssTypeP1986BB1IAL1
Job Reference (optional
11,0110-1-lOna3 LUMDer, IsanaW, I*L. a.T3ustieplszuTTmrfekinaustnes.Inc. mon.fanz9ua:TT:suzuTa wagez
I D:3zzrE5595gHBgKdRO W R6OYzkwee-J Ff R7XvnAg8co2ijXwev924TlgdMdcIA7AXzgYIN
LOAD CASE(S) Standard
1) Dead a Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-3=60, 4-8=252, 9-15=20
Concentrated Loads (Ib)
Vert: 4=429
0 WAWMG • VWfIr dada P.W. end READ NOTES ON Ties AND INCLUDED aOTEK REFERENCE PAGE 11014473 rev. IQCW MS BEFORE USE.
Design valid far use only with MITOIIdr contractors. This design is based only upon parameters shown. and is for an uMmdUal building componrent, not
a truss system. Before use, the budding designer must vent' the applicability of design parameters and property Incorporate this design into the overall
building design. Bracmp indicated is to prevent bucWg of mdrvndual truss web andrer chard members only. Additional temporary and permanent bracing MiTek' Is arrays required for stability and to prevent collapse with possible personal injury and property damage Fig guidance regardingguidanregardingthe fabrncallon,
storage, delivery, erearern and bracing of trusses and thus systems. see ANSOTPII Quality Criteria, DS849 and SCSI Building Component 6904 Parke East Blvd. So"
Information available from Truss Plate Instituie, 218 N. Lee Street, sure 312, Alexandria. VA 22314 Temps. FL 36610
Job Truss Truss Type City Ply Park Sq Hm/Tnbeca-1986-8
T73077043
P1986B B2 SPECIAL 6 1
Job Reference (optional)
Mid -Florida Lumber, Barlow, FL. S.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 29 08:11:51 2018 Page 1
ID 3zzrE5595gHBgKdROwR6OYzkweeoRDpKtwOrzGTOlHw4e981Fcer'J7908zmrOwgjzzgYIM
I 3.3-0 ,
I
44 1 3tt2 -5 24
0.2-2•S3I 38I
128$11453-
34
27.80I2&I -2
1
Scale -
1,
33
0 axe = Bx8 MT20HS =
5x5 I I axe = 2x4 II 8x12 MT20HS = be 11 1.810= 8$14 1
1"' 13 "" "11.2 16.4.5 18.11.4 3 3-0
3-08 2-5-0 2.7.2 2 4•t4 0.2 4 2.5 3 2$15 LOADING (psf) SPACING-
2-0-0 CSI. TCLL 20 0
Plate Grip DOL 100 TC 087 TCDL 10.0
Lumber DOL 100 BC 091 BOLL 00 ' Rep
Stress Inv NO WB 0.90 BCDL 100 Code
FBC2017/rP12014 Matrix -MS LUMBER - TOP CHORD
20
SP No 2 'Except' 4-9: 20
SP DSS BOT CHORD 2x6
SP DSS -Except- 10-12: 2x6
SP No.I WEBS 20 SP
No.3 *Except* 3.15,4-
16,8-10,8-12: 20 SP No 2 REACTIONS. (Ib/sae)
1=141310-4-0.10=1275/D-7-4 Max Horz 1=159(LC 12)
Max Uplift 1=123(LC 12),
10=45(LC 9) Max Grav 1=1618(LC 17).
10=1641(LC 17) DEFL. in (IOC) Vden Ud Vert(
LL) -0.3913-14 >577
360 Ven(CT) -0.7313-14 >309
240 Horz(CT) 0.08 10 n/
a We PLATES GRIP MT20 244/190 MT20HS
187/143
Weight: 109 Ib
FT = 20% BRACING -
TOP CHORD Structural wood sheathing
directly
applied or 1-7-6 oc purtins, except end verticals. BOT CHORD Rigid
ceiling directly applied
or 5-8-1 oc bracing FORCES. (lb) - Max. Comp./Max. Ten. -
All forces 250 (lb) or less except when shown. TOP CHORD 1-2=3160/748.
4-15=-W/268. 4-5=8667/1928, 5-6=8667/1928, 6-7-6062/1029. 7$=6059/1028 BOT CHORD 1-
16=863/2857,
15-16=-209917977, 14-15=2226/8482, 13-14=1542/8101, 12-13=1542/8101, 11-12-558/3538, 10-
11=55813538 WEBS 2-16=480/2043, 4-16=5422/1308,
2-4=2804/796, 5-14=298/23. 7-12=313/26, 4-14=260/490. 6.14=412/708, 6.
12=2172/547. 8-10=3576/566, 8-12=506/2712 NOTES- 1) Unbalanced roof live bads have been considered
for
this design. 2) Wind. ASCE 7-10, Vuft=140mph (3-second
gust) Vasd=108mph; TCDL=4 2psf, BCDL=3.Opsf; h=15ft: 8=45ft; L=24ft; eave=aft: Cal. II; Exp B: Encl. GCpi=O 18; MWFRS (directional)
and C-C Exterior(2) 0.0.0 to 3-0-0, Interior(1) 3-0-0 to 18-9-8 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 psf bottom chord live load nonconcurreni with any other live loads. 6) ' This truss has been designed for a live
load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other
members. 7) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 1=123 8) 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. 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=1.00,
Plate Increase=1.00 This item has been electronically signed and sealed by
Velez, Joaquin, 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. Joaquin
Velez PE No.68182
M)Tell USA, Inc.
FL CeR $634 904 Parke
East Blvd. Tampa FL 33610 Date: January
29,2018 0 WARMNO • Vwfy desitin parameters
and
READ NOTES ON
TMS AND INCLUDED WTEK REFERENCE PAGE eaLT473 rev. f&WM5 BEFORE USE. Design valid for use only with MITek® connectors. This
design is based only upon parameters shown, and a for an frWividual balding component. not a truss system. Before use, the budding designer must
vent' the applicability of design parameters and property mcorporsts Ws design into the overall budding design Bracing indicated a to prelim budding of
individual truss web andlor Chord members only. Additional terrrpofary and pennanerd bracing WOW is always required for stability and to prevent collapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and
truss systems, we ANSUTPI7 Quality Criteria, DS849 and SCSI Building Component 6904 Parke East Blvd Sally Information available from Truss Pate Instilae. 218 N
Lee S11e111. Suite 312. Mexandna. VA 22314. Tamps. FL 36610
Job Truss Truss Type ally, Ply Park Sq Hmlrnbeca-1986.8
T13077043
P19868 82 SPECIAL 6 1
Job Relererlce o ronal
MIO-FlOrroa LumDer, Bartow, FL.
LOAD CASE(S) Standard
Uniform Loads (plf)
Vert: 1-3-W. 4-9=90, 10.17=20
Concentrated Loads (Ib)
Vert: 4-345 24= 460(B)
8.130 S Sep 15 2017 MiTek Industries, Inc. Mon Jan 29 03:11 51 2018 Page 2
ID.3zzrE5595gH BgKdROwR6OYzkweeoRDpKtwOrzGTOjHw4e98iFcer37908zmK)wgjIIgYtM
0 ~win,; • VeArr, - - ig; P.rs a— wind READ NOTES ON Tres AND INCLUDED WEK REFERENCE PAGE ML7473 rev. 10002rMS BEFORE USE.
wwww
Design valid for use only with MRek® comecrors. This design is based only upon parameters shown, and is for an individual building component. not
a truss system BOWS use, the buildup designer must vent' incorporateapplicabilityofdesignparametersendpropertyorporate this design into the overall
buildup design. Bracing indicated is to prevent bucdup of rndrvrdual truss web andfor chord members only Additional temporary and permanent bracing MiTek• is always requved 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, no ANSUTPI1 Ousllty Criteria. DSS29 and SCSI Building Component 6904 Parke East Blvd.
Sally Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Meaandna. VA 22314 Tamps. FL 36610
Job Truss Truss Type Oty, Ply Sq Hm/Tnbeco-198frBark
T13077044
P19868 83 HIP 1 1
ob Reference (optional
Mid -Florida Lumber, Bartow, FL. S.130 s Sep 15 2017 Mi rek Industries, Inc. Mon Jan 29 08:11:52 2018 Page 1
ID.3zzrE5595gHBgKdROwR6OYzkwee-GdnBYDxOcHOK1ts6eLgNETM. TZh71Ew42fDFPzgYIL
1.0.0 i 5-0-0 i 941-0 I 14-4-0 I 19-4.0
1.0.0 5-" 4-8-0 4-8-0 5-0.0
4x8 =
3 17 18 19
1.50 II 4x8 =
20 4 21 22 23 245
Scale = 134 8
30 =
150 It 5x8 = 1.5x4 II
30 =
5-0-0 9.8-0 14-4-0 19-4-0
5-0-0 441.0 4$0 5-0-0
Plate Offsets (X Y) 3i .D-5-a,0-2-0j,_[5 0-5-4 0-2-0J,,[9 0-4-0,D-2-01
LOADING (psf) SPACING- 24)-0 CSI. DEFL. in loc) IldeO L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.09 9 >999 240 MT20 244/190
TCDL 100 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.17 9 >999 180
BCLL 00 ' Rep Stress Ina NO WB 0.26 Horz(CT) 0.05 6 n/a n/a
BCDL 100 Code FBC20171TPI2014 Matrix -MS Weight. 87 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc puffins
BOT CHORD 2x4 SP No 2 BOT CHORD Rigid telling directly applied or 9-10.14 oc bracing.
WEBS 2x4 SP No 3
REACTIONS. (Ib/size) 2=1174/0-".6=1174/0.8-0
Max Horz 2=58(LC 6)
Max Uplift 2=277(LC 8), 6=277(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown
TOP CHORD 2-3=2097/473, 3-4=2384/582, 4-5 =2384/582, 5.6=2097/473
BOT CHORD 2-10=354/1821, 9-10=352/1832. 8-9=352/1832, 6.8=354/1821
WEBS 310=0(313, 3-9=164/681, 4-9"67/202, 5.9=164/661, 5-8=0/313
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind, ASCE 7-10: Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3.Opsf: h=15ft: B=45ft: L=24ft: eave=oft: Cal.
II, Exp B; Encl., GCpt=0.18, MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=277, 6=277.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 170 Ili down and 181 lb up at This item has been
5 0. 51 lb down and 77 lb up at 7-0-12, 51 lb down and 77 lb up at 9.0.12, 51 lb down and 77 lb up at 10.3-4, and 51 lb down electronically signed and
and 77 lb up at 12-3-4. and 170 lb down and 181 lb up at 144-0 on top chord, and 86 lb down at 5-0.0, 36 lb down at 7-0-12. 36 Ili sealed b Velez, Joaquin, PEyQdownat9.0-12, 36 lb dowm at 10-3-4, and 36 lb down at 12-3-4, and 86 lb down at 14-3-4 on bottom chord The design/selection
Digital Signature. of such connection device(s) is the responsibility of others using a
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) Printed copies Of this
document are not considered
LOAD CASE(S) Standard signed and sealed and the
1) Dead + Roof live (balanced): Lumber Increase=1.25. Plate Increase=1.25
signature must be verifiedUniformLoads (pIf)
Vert 1-3=60, 3-5=-% 5.7=60, 11-14=20 on any electronic copies.
Concentrated Loads (lb) Joaquin Velez PE No.66182
Vert: 3=123(F) 5=-123(F) 10=64(F) 8=64(F) 19=51(F) 20=51(F) 21=51(F) 22=51(F) 25=26(F) 26=26(F) 27=26(F) OTok USA, Inc. FL C9rt 6634
28=26(F) 6904 Parke East Blvd. Tampa FL 33610
Date:
January 29,2018
0 WARMNG - Verify, dealmr parameters and READ NOTES ON TF9S AND INCLUDED WEK REFERENCE PAGE Mi-7473 rev 14m112015 BEFORE USE.
wwww •
Design valid for use only with Mlreklp Connetlors This design is based only upon parameters shown, and is for an mdivduat building component. not
a truss system. Before use, the budOng designer must vent' the applicability of design parameters and property incorporate this design into the overall
building design. Bracing militated is to prevent Welding of mdwdual truss web and/or chord members only 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. delivery, erection and bracing of trusses and truss systems, a" ANSVTPII Ousllty, Criteria. DSB49 and SCSI Building Component 6904 Parke East Bald.
Sally Information averlable from Truss Plate Institute. 21a N Lee Street, Suds 312. Alexardro, VA 22314 Tampa, FL 36610
Job Truss Truss Type Ory
T13077045
P19868 C1 COMMON 4 1ply 1 1parkSqHmrrribeca-
1986-8
Job Reference (optional
Mid -Florida Lumber. Bartow. FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 29 08:11:53 2018 Page 1
I D:3zzrE5595gHBgKdROwR6OYzk""gLZIZyeNbX BIOR IC3Bcngh4ebdsFm3liPnnszgYtK
1-0 0 6-441 12_-8.0 13-"
1-0-0
F
6-4-0
I -
6-4-0 1-0-0
Scale = 1:24 4
4x4 =
1
6.00 12
14
13
15
t6
2
4
5 le
I
3,4 =
e
1 5x4 II
I
30
6-a-0
I i
12-8.0
6-a-0 6e-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.05 6-12 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 045 Vert(CT) -0.10 6-12 >999 180
BCLL 0.0 Rep Stress Ina YES WB Oil HOrz(CT) 001 4 We n/a
BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 48 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.40 oc purllns.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 20 SP No.3
REACTIONS. (Iblsize) 2=567/0-4-0.4=567/0-"
Max Horz 2=70(LC 11)
Max Uplift 2=119(LC 12), 4=119(LC 12)
FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown
TOP CHORD 2-3=718/263, 3-4=718/263
BOT CHORD 2-6=1231577, 4-6-123/577
WEBS 3-6=11/299
NOTES-
1) Unbalanced roof live loads have been considered for this design
2) Wind. ASCE 7-10; Vuk=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf: BCDL=3 Opsf; h=15ft, B=45ft: L=24ft; eave=oft; Cat.
11; Exp B: Encl., GCpi=D 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Irdenor(1) 2-0.0 to 6- . 6denor(2) 6.4-0 to
9-4-0 zone,C-C for members and forces d 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 bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ile uplift at joint(s) except Qt=lb)
2=119,4=119.
This item has been
electronically signed and
sealed by Velez, Joaquin, 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.
Joaquin Vela PE No.66162
MiTAk USA, Inc. FL Con 6834
904 Parke East Blvd. Tampa FL 33610
Date:
January 29,2018
0 WARNING - Ver10y dWprr parameters turd READ NOTES ON THIS AND INCLUDED WrEK REFERENCE PAGE WL7473 rev. 1a(0W 15 BEFORE USE.
Design valid for use only with 6uTek® conrrostors. This design is based only upon parameters shown. and is for an individual building component, not
a tmss system. Before use, the budding designer must vent' the applicability of design parameters and property incorporate this design into the overall
bwldmg design Bracing ind"ad is to prevent Wading of individual true web and/or chord members only. Additional temporary and permanent braang WOWalwaysrequiredforsubdayandtoprsvenlcollapsewithpouiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthe
fabrication, storage, delivery. erection and orating of trusses and truss systems, see ANSVTPII Quality Criteria. DS849 and BCSI Building Component 6904 Parke East 81W.
salary Information evadable from Trust Plate Institute. 21a N. Lee Slrem:l. Suite 312. Alexandria. VA 22314 Tampa. FL 36610
Job Truss Truss Type Oty Park Sq HnVTribece-1986•B
jPIy T13077046
P19868 C2 COMMON 3 1
Job Reference (optional
Mist-r ionaa LUMDer, 1381`10w, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 29 08.11:54 2018 Page 1
ID 3zzrE5595gHBgKdROwR6OYzkwee COvxzvyH8uf2HADVmmirJuEF6HGnbi DXM8KKlzgYU
6-441 12-8-0
1 0-0 S."
I
8.44
i
04 =
30 = 1 5x4 II
Scale: t/2-=l'
3x4 =
I
8&44.0
I
1
i82.4-
8.00
Plate Offsets (X Y)_(2:0.2-0.EdgeJ,14:0.2-O.Edge]
LOADING (psf) SPACING- 24)-0 CSI. DEFL. in (loc) Weft L/d PLATES GRIP
TCLL 200 Plate Grip DOL 1.25 TC 048 Vert(LL) -006 5-8 >999 240 MT20 244/190 TCDL
100 Lumber DOL 1.25 BC 047 Vert(CT) -011 5-8 >999 180 SCLL 0.
0 ' Rep Stress Ina YES WS 0.11 Horz(CT) 001 4 n/a n/a BCDL 10.
0 Code FBC2017/TPI2014 Matrix -MS Weight: 46 lb FT = 20% LUMBER- BRACING -
TOP CHORD
20 SP No.2 TOP CHORD Structural woad sheathing directly applied or 5-9-11 oc puffins. BOT CHORD
20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 20
SP No.3 REACTIONS. (Ib/
size) 4=504/Mechanical, 2=56910-4-0 Max Horz
2=68(LC 11) Max Uplift
4=83(LC 12). 2=121(LC 12) FORCES. (lb) -
Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD
2-3=725/266, 3-4=724/282 BOT CHORD
2-5=159/583, 4-5=159/583 WEBS 3-
5=20/300 NOTES- 1)
Unbalanced
roof live loads have been considered for this design 2) Wind:
ASCE 7-10, VuR=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3 Opsf, h=15ft, B=45ft; L=24ft; eave=oft; Cat. 11; Exp
B: Encl.. GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0.0, Interior(l) 2-0-0 to 6-4-0, Extenor(2) 6-4-0 to 94-0
zone:C-C for members and forces d 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 bad 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) 4 except (ft=lb) 2=121.
This item has been electronically signed
and sealed by
Velez, Joaquin, 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. Joaquin Velez
PE No.68182 MiTek USA,
Inc. FL Cart 6634 6904 Parke
East Blvd. Tampa FL 33610 Date: January
29,
2018 0 WARNING -
Valy design Pwamef ra and READ NOTES ON TM AMC' INCLUDED WEK REFERENCE PAGE II11167677 m 1093rM5 BEFORE USE. Design vabd
for use Only with MTeW Connectors. This design is based or y upon pararneiers shown. and is for an mdwiduai building component, not a truss
system. Before use, the budding designer must very the appllfabddy of design parameters and property incorporate Iris design into the overau bolding design.
Bracing indicated is to proem building of individual truss web andfor chord members only. Adddronal temporary and permanent brat" MiTek' is alwaysrequiredforstabilityandtopreventcoeapsewetpomblepersonalrnraryandpropertydamage. For general guidance regarding the fabrication, storage,
delivery, ereoron and bracing of trusses and truss systems. ase ANSVTPII Quality criteria, DS049 and SCSI Building Component 6904 Parke East SW Se" Information
available from Truss Plate Inatnae. 21e N. Lee Street, Suite 312. Alexandria. VA 22314 Tamps, FL 36810
b Truss Truss Type Oty Ply Park Sq Hmaribeta-1986-B
rP1 T13077047
986B C3 HIP 1 1
Job Reference (optional)
Mid -Florida Lumber. Bartow, FL 8 130 s Sep 15 2017 MiTek Industries. Inc Mon Jan 29 08:11 55 2018 Page 1
I D:3zzrE559SgHBgKdROwR6OYzkwee-gCTKAEzvvCnvuKbhJTD4s5nS2hdUK9UMmOutskzgYtl
1 •1 0 0 i 5-0 0 741-0
1
12-M 1 13 8 0
1.0.0 5.0.0 2.8.0 5.0.0
Scale 1I2'=1,
axe =
4x4 =
30 = 1.5x4 11 3x4 =
i 5-0.0
1
7$-0
1
12-6-0
LOADING (psf) SPACING- 2-0-0 CS1. DEFL.
TCLL 20.0 Plate Grp DOL 1.25 TC 0 34 Vert(LL)
TCDL 10.0 Lumber DOL 1 25 BC 0.44 Vert(CT)
BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(CT)
BCDL 100 Code FBC2017/TPI2014 Matrix -MS
in (loc) Vdefl Ud
003 8-11 >999 240 007
8-11 >999 ISO LUMBER- BRACING -
TOP CHORD
20 SP No.2 TOP CHORD BOT CHORD
20 SP No.2 BOT CHORD WEBS 2x4
SP No 3 REACTIONS. (lb/
size) 2=792/0-4-0, 5=792/0-" Max Horz
2=58(LC 6) Max Uplift
2=19O(LC 8), 5=190(LC 8) FORCES. (lb) -
Max. Comp./Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD
2-3=1250/283. 3-4=1075/273, 4-5=1251/282 BOT CHORD
2-8=184/1065. 7-8=182/1074, 5.7-183/1065 WEBS 3-
8=0/257, 4-7=0/258 002 5
n/a n/a 30 = PLATES
GRIP
MT20 244/
190 Weight: 54
lb FT = 20% Structural wood
sheathing directly applied or 4-9-15 oc puffins Rigid ceiling
directly applied or 10-M oc bracing. NOTES- 1)
Unbalanced
roof live bads have been considered for this design. 2) Wind:
ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf: BCDL=3.Opsf; h=15ft; B=45ft; L=24ft, eave=oft, Cat. II, Exp
B. Encl., GCpi=0.18; MWFRS (directional), Lumber DOL=1.60 plate gnp DOL=1 60 3) Provide
adequate drainage to prevent water ponding 4) This
truss has been designed for a 10 0 psf bottom chord live load nonconcurreni 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 joints) except (A=lb) 2=190,
5=190. 7) Hanger(
s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 170 lb down and 181 lb up at 5-0-
0, and 51 lb down and 77 lb up at 6-4-0, and 170 lb down and 181 lb up at 7-8-0 on top chord, and 86 lb down at 5-0.0, and 36 lb down
at 64-0, and 86 lb down at 7-74 on bottom chord. The design/selection of such connection device(s) is the responsibility of others
8) In
the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(
S) Standard 1) Dead +
Roof Live (balanced) Lumber Increase=1 25, Plate Increase=1.25 Uniform Loads (
plf) Vert: 1-
3=60, 3.4=60, 4-6-60, 9.12-20 Concentrated Loads (
lb) Vert: 3=
123(F) 4=123(F) 8=64(F) 7=64(F) 15=51(F) 16=26(F) This item
has been electronically signed
and sealed by
Velez, Joaquin, 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. Joaquin War
PE No.61182 MiTek USA,
Inc. FL Cert 6634 904 Parka
East Blvd. Tampa FL 33610 Date: January
29,
2018 0 WARHING -
Vvfy design, parameters and READ NOTES ON THIS AND INCLUDED w7EK REFERENCE PAGE MA-7473 rev. Idiii S BEFORE USE. Design valid
for use only with MiTekm connectors This design is tweed only upon parameters shown, and is for an mdivldual building component, not a truss
system Before use, the budding designer must vent' the applicability of design parameters and property incorporate this design into the overall building design
Bracing indicated is to prevent buckling of individual truss web andlor chord members only Additional temporary and permanent bracing WOW always roqurrsedforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage. delivery,
erection and bracing of busses and truss systems, see ANSVTPII Quality cntens, OSS49 and BCS1 Building component 6904 Parke East Blvd Safety Information available
from Truss Plate Institute. 218 N Lee Street, Suite 312. Alexandria. VA 22314 Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq Hmrrribeca-19WB
T73077048
P19868 CJ1 JACK 14 1
Job Reference optional
Mid -Florida Lumber. Barlow. FL 8.130 s Sep 15 2017 MiTek Industries, Inc Mon Jan 29 08 11.55 2018 Page 1
I D:3zzrE5595gHBgKdROwR6OYzkwee-gCTKAEzvvCnvuKbhJTD4 s5n WJhj9KAOMm0ulskzgYtl
1-0.0 1-"
1-" 1.0-0
LOADING (pso SPACING- 2410 CSI.
TCLL 200 Plate Grip DOL 125 TC 007
TCDL 10.0 Lumber DOL 125 BC 0.01
BCLL 0.0 ' Rep Stress Incr YES WB 0.00
BCDL 10.0 Code FBC2017/rP12014 Matnx-MP
LUMBER -
TOP CHORD 20 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 3=10/Mechanical, 2=130/0-4-0, 4=-0/Mechanical
Max Horz 2=35(LC 12)
Max uplift 3=3(LC 9). 2=59(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 = 17 0
20 =
DEFL. in (loc) udefl Ud PLATES GRIP
Vert(LL) 000 5 >999 240 MT20 2441190
Vert(CT) 000 5 >999 180
Horz(CT) 000 2 n/a n/a
Weight: 5 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind ASCE 7-10, Vuk=140mph (3-second gust) Vesd=108mph, TCDL=4 2psf: BCDL=3.Opsf; h=15ft: B=45ft; L=24ft; eave=oft; Cat
11; Exp B; Encl., GCpi=O 18, MWFRS (directional) and C-C Extenor(2) zone,C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1 60
2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-" 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 Velez, Joaquin, 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.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL C9rt 6634
904 Parke East Blvd. Tampa FL 33610
Date:
January 29,2018
0 WARNING - verily design parameters and READ NOTES ON TIBS AND INCLUDED WEK REFERENCE PAGE 1111114473 rev 109=01 a BEFORE USE.
Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an mdrvidual building component, not
a truss system. Before use. the building designer must vent' the applicability of design parameters and property incorporate this design into the overall
building design Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSUTPII Quality Criteria, OSS49 and SCSI Building Component 690A Parke East Blvd
Sally Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314 Tampa, FL 36610
Job Truss Truss Type City Ply Park Sq Hm/Tnbeca-1986-B
T13077049
P1986B CJ3 JACK 14 1
Job Reference (optional)
Mid -Florida Lumber. Bartow. FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 29 08:11:55 2018 wage 1
ID:3zzrE5595gHBgKdROwR6OYzkwee-8POiOa XgVWmWU9UBkJPJJhi41N3dGW?gdROBzgYtH
1-0 0 3-"
1-0 0 3-"
Scale V* V
2x4 =
3-"
3.D.D
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 125 TC 009 Vert(LL) -0.00 4-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 4-7 >999 180
BCLL 0.0 ' Rep Stress Inv YES WB 0.00 Horz(CT) -0.00 3 n/a We
BCDL 100 Code FBC2017lrP12014 Matrix -MP Weight: 11 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins
SOT CHORD 20 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing.
REACTIONS. (lb/size) 3=71/Mechanical, 2=188/04-0, 4=36/Mechanical
Max Horz 2=62(LC 12)
Max Uplift 3=26(1.0 12), 2=50(LC 12)
Max Grav 3=71(LC 1). 2=188(LC 1), 4=52(LC 3)
FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (1b) or less except when shown.
NOTES-
1) Wind: 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.
11: Exp B: Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -140-0 to 2-0-0. Intenor(1) 2-0-0 to 2-11-4 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads
3) ' This truss has been designed for a live bad of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will r4 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 Velez, Joaquin, 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.
Joaquin VNez PE No.66192
Well USA, Inc. FL Cart 6834
6904 Parka East Blvd, Tampa FL 33810
Date.
January 29,2018
0 WARNIIrG - VMry , - Ig Warmhrs and READ NOTES ON 770S AND INCLUDED 11111TEK REFERENCE PAGE I1e0-7473i nor. 1deLMIS BEFORE USE.
wwww
Design valid for use only with Mn elast conneaors. This design is based only upon perimeters shown, and is for an individual building compone w , not
a truss system. Before use, the mcbuildingdesignermustvenfytheapplicabilityofdesignparametersandproperty orporste this design ergo the overall
building design. Bracing indicated is to prevent buctdmg of individual truss web andfor chord members only Additional temporary and permanent bracing WOWesalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthe
fabrication. storage, delivery, erection and bracing of trusses and truss systems, sea ANSVTPH Quality Cr1bAs, DS849 and SCSI Building Component 6904 Perko East Blvd.
safety Infomutlon available from Thus Plate Institute. 218 N Lee Street, Suite 312. Abiundns. VA 22314. Tamps, FL 36610
Job Truss Truss Type oty Ply Park Sq HnVTribeca-1986.8
T13077050
P19868 CJS JACK 6 1
Job Reference (optional)
Mid-Flonda Lumber. Bartow. FL 8.130 s Sep 15 7017 MiTek Industries. Inc. Mon Jan 29 08.11 57 2018 Page 1
ID:3zzrE5595gHBgKdROwR6OYzkwee-cba4bw79Rpid8ek4RuGYxWsorUKio4W[DKN wdzgYtG
1-0-0 5-0-0
t-0-0 S0-0
20 =
LOADING (psf) SPACING- 2-0-0 CSI.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.32
TCDL 10.0 Lumber DOL 1.25 SC 0.26
BCLL 0.0 ' Rep Stress Ina YES WB 0.00
BCDL 10.0 Code FBC2017/TP12014 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 20 SP No.2
REACTIONS. (lb/size) 3=127/Mechanical, 2=264/0-4-0, 4=64/Mechanical
Max Horz 2=90(LC 12)
Max Uplift 3=50(LC 12). 2=54(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 = V 17.0
DEFL. in (loc) Well Ud PLATES GRIP
Vert(LL) 004 4-7 >999 240 MT20 244/190
Vert(CT) -0.06 4-7 >988 180
Horz(CT) -0 00 3 n/a n/a
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; VuN=140mph (3-second gust) Vesd=108mph, TCDL=4 2psf, BCDL=3 Opsf; h=15ft, B=45ft; L=24ft: eave=oft; Cat.
II, Exp B. Encl. GCpi=O 18; MWFRS (directional) and C-C Extertor(2) -1-0.0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone,C-C for
members and forces d MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide
will fit between the bottom chord and any other members
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2.
This item has been
electronically signed and
sealed by Velez, Joaquin, 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.
Joaquin Vela PE No.68182
Mi rsk USA, Inc. FL Cart 66U
904 Parka East Blvd. Tampa FL 33610
Dab:
January 29,2018
A WARNING • Verfry Warr pvemet irs and READ NOTES ON THIS AND INCLUDED WTEN REFERENCE PAGE MP7473 new, MUMS BEFORE USE.
Design valid for use only with MTeW ConneGdre This design re based only upon parameters shown, and is for an uWrvtlual building component, not
a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design a110 the overall
building design Bracing indicated is to prevent buclding of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal mlury and property damage For general guidance regarding the
fabrication, storage. delivery, ereclldn and bracing of trusses and truss systems, we ANSVTPN Quality Criteria, D3849 and BCSI Building Component 6904 Parke East Blvd
Sally IMormatJon available from Truss Pate Instdtee, 218 N Lee Street, Suds 31Z Alexandria. VA 22314. Tampa, FL 36810
Job Truss Truss Type City Ply Park Sq Hm/Tnbeca-198f1-B
TM77051
P19868 D1 COMMON 4 1
Job Reference optional
Mid -Florida Lumber, Bartow, FL. 8 130 s Sep 15 2017 M1Tek Industries, Inc Mon Jan 29 08:11:57 2018 Page 1
ID.3zzrE5595gHBgKdROwR60Ybtwee.Cba4bw?9Rpld6ek4RuGYxVVWULdo3GfDKN wdzgYtG
1 12 4.11-4 9.11-4
i 1.0.12 i 4.11.4 5-0.0
40 =
1.5x4 II 7x9 - 1.50 I
Scale = 1:30.9
4-11.4
4-11-4
9.11.4
5--0.0
LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1,25 TIC 0.29 Vert(LL) 001 5-6 >999 240 MT20 2441190 TCDL
10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) 0.03 5-6 >999 180 BCLL
0.0 Rep Stress Ina YES W8 0.08 Horz(CT) 0.00 5 We We BCDL
10.0 Code FBC2017/rP12014 Matrix -MS Weight 60 Ili 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. (
Ib/size) 7=463/0.7-4, 5=381/0-4-0 Max
Horz 7=103(LC 10) Max
Uplift 7=98(LC 12), 5=72(LC 12) FORCES. (
lb) - Max. Comp /Max Ten. - All forces 250 (Ib) or less except when shown TOP
CHORD 2-3=320/165, 3.4=317/175, 2-7"20/270, 4-5=338/209 Structural
wood sheathing directly applied or 6-0-0 oc puffins, 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; TCDL=4.2psf, BCDL=3.Opsf; h=15ft, B=45ft; L=24ft, eave=4ft, Cat. 11;
Exp B, Encl., GCpi=O 18: MWFRS (directional) and C-C Exterior(2)-1-0-12 to 1-11-4, Interior(1) 1-11.4 to 4-11-4, Exterior(2) 4-
11-4 to 7-11-4 zone, end vertical left exposed;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 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) 7, 5 This
item has been electronically
signed and sealed
by Velez, Joaquin, 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. Joaquin
Wait PE No.66162 MiTek
USA, Inc. FL Cart 6BU 6904
Parke East Blvd. Tampa FL 53610 Date:
January
29,2018 0
WARIONG - VwNy design parameters and READ NOTES ON T10S AND INCLUDED AVTEK REFERENCE PAGE MPM3 rev 1dRVM15 BEFORE USE. Design
valid for use only with MiTeke comectors. Tint design is based only upon parameters shown, and is for an individual btulding component, not a
truss system Before use. the budding designer must vent' the spptx:abdity of design parameters and property wcorporate this design rmo the overall Dwiding
design. Swing indicated is to prevent budding of individual truss web snWor chord members only Additional temporary and permanent bracing MiTek' isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding Ms fabrication.
storage, delivery, erection and broong of trusses and truss systems, we ANSVIPH Quality Criteria, DS849 and SCSI Building Component 6904 Parke East Blvd. Safety
Information available from Truss Plate Insteule. 218 N Lee Strew. Suite 312. Alexandria, VA 22314 Tampa. FL 36610
b Truss Truss Type Oty Ply Park Sq Hmrrribeca-1986-B
rP1 T13077052
9868 D2 COMMON 2 1
Job Reference (pptional)
Mid -Florida Lumber. Bartow. FL. 8 130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 29 08:11:58 2018 Page 1
ID 3zzrE5595gHBgKdROWR6OYzkweeAn8SoGOnB79UloJG?cnnUkP 3ugnXWZoS 6YT3zgYIF
t-0-0 I 5-0-0
i
10-0-0 I 1140 I
t-0-0 5-0.0 5.041 1.0.0
a
30 =
4x4 =
t.ox4
30 =
Scale = 1,21.9
I a
0.4-0 42" 5-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vden Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.03 6-13 >999 240 i MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.05 6-13 >999 180
BCLL 0.0 ' Rep Stress Inv YES WB 0.08 Horz(CT) 0.00 4 n/a n/a
BCDL 100 Code FBC2017fTPI2014 Matnx-MS Weight: 39111 FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 640 oc purllns.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing
WEBS 20 SP No.3
REACTIONS. (lb/size) 2=484/0-".4=436/0-"
Max Horz 2=57(1-C 10)
Max Uplift 2-164(LC 12), 4=147(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ili) or less except when shown
TOP CHORD 2-3=-495/275. 3.4=480/281
BOT CHORD 2-0-120/388. 4 6= 1201388
NOTES-
1) Unbalanced root live loads have been considered for this design.
2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vesd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=15R: B=4511, L=24R, eave=4ft, Cat
11, Exp B, Part. Encl., GCpi=0.55. MWFRS (directional) and C-C Extenor(2) -1-" to 2-D-0, Intenor(1) 2-0-0 to 5-0 , Exterior(2) 5-0-0
to 8-0-0 zone; cantilever left exposed ;C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-64) tall by 2-0-0 wide
will rd 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=lb)
2=164,4=147.
This item has been
electronically signed and
sealed by Velez, Joaquin, 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.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd Tampa FL 33610
Date:
January 29,2018
0 WARNING - Vorfly *00. Penmehra and READ NOTES ON TM AND INCLUDED WMK REFERENCE PAGE a0L7473 rev. 100MIS BEFORE USE.
Design Valid for use only with M70kaj connectors This design is based only upon parameters shorn, and n for an mdrodual budding component, not
a truss system Before use, the budding designer must vent' the oplikabdidy of design parameters and property mcarporste this design into the overall
budding deep. Bracing ndicsted is to prevent bucdmg of individual truss web ondlor chord members only. Additional temporary and permanent bracing WOWalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the
fabrication, storage, delivery, erection and broong of trusses and tress systems, see ANSVTPIt Quality Crhorle. DSB49 and BCSI Building Component 904 Parke East Blvd.
Sally Information available from Tens Plate Institute. 21e N Lee Suet. Suds 312. Alsxandna. VA 22314. Tampa. FL 36610
Job Truss Truss Type Oty Park Sq HnVTribeca-19WB
T13077053
P19868 D3 GABLE 1
1y,
1
Job Reference Loptional
Mid-Flonda Lumber, Bartow, FL 8.130 s Sep 15 2017 Mi7ek Industries, Inc. Mon Jan 29 00:11:59 2018 Page 1
ID 3zzrE5595gHBgKdROwR6OYzkwee ZzigOcOPyRHLNxuSYJIOD)D 011KG_Pyhes5?VzgYtE
1-0 0 5" 10-0.0 11 0 0
1-0-0 5" 5-0-0 '
Scale = 121.9
4x4 =
la
a 7 8
30 = 1 50 II 1.5x4 II 1.50 II 30 =
0.4-6 441-0 50-0
LOADING (psf) SPACING- 2 0 CSI. DEFL. in loc) Vdeft Ud PLATES GRIP
TCLL 20.0 Plate Grip COL 1.25 TC 0.21 Vert(LL) 001 5 n/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 1 25 BC 0.25 Vert(CT) 0.01 5 n/r 120
BCLL 00 ' Rep Stress Ina YES WB 0 04 Horz(CT) 0.00 14 n/a n/a
BCDL 100 Code FBC2017lrP12014 Matnx-MS Weight 42 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 6-0-0 oc puriins
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing.
WEBS 2x4 SP No.3
OTHERS 20 SP No.3
REACTIONS. All bearings 98-0.
lb) - Max Horz 2=57(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) 4, 7, 6 except 2=100(LC 12)
Max Grav All reactions 250lb or less at joint(s) 4, 7, 8. 6. 4 except 2-295(LC 1). 2=295(LC 1)
FORCES. (lb) - Max. Comp /Max Ten. - All forces 250 (lb) or less except when shown
NOTES-
1) Unbalanced roof live loads have been considered for this design
2) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph, TCDL=4.2ps1; BCDL=3.Opsf; h=15ft, B=45ft; L=24ft; eave=oft; Cat.
It. Exit B. Encl.. GCpi=O 18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0. Interio (1) 2-0-0 to 5-0-0. Exterior(2) 5-0-0 to
B-0-0 zone; cantilever left exposed ;C-C for members and forces d MWFRS for reactions shown, Lumber DOL=1 60 plate grip
DOL=1.60
3) Truss designed for wind bads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable. or consult qualified building designer as per ANSI/TPI 1
4) Gable studs spaced at 2-0-0 oc
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide
will rd between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 7, 6, 4 except
Qt=lb) 2=100, 2=100.
8) na
This Item has been
electronically signed and
sealed by Velez, Joaquin, 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.
Joaquin Vela PE No.68182
k tTek USA, Inc. FL C9R 66U
6904 Parke East Blvd. Tampa FL 33610
Date:
January 29,2018
0 WARNING - V4WIy design pararnefars and READ NOTES ON TNIS AND INCLUDED aorEK REFERENCE PAGE II614473 rev. 1010031015 BEFORE USE.
senew
Design valid for use only with MITek® connectors. This demon is based only upon parameters sawn, and is for an individual building component, not 1atrusssystemBalmuse, the building designer must vent' the applicability of design parameters and properly mcorpome iris demon into the overall
building design. Bracing wi cated is to prevent bucldmg of individual nuts web andlor chord members only. Adddional temporary and permanent bracing WOWalwaysrequitedforslabdsmnpyandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregarthefabrication, storage.
delivery, erection and bracing of busses and buss systems. aH ANSVTPN Quality Criteria, DS"9 and BCSI Building Component 6904 Parke East Blvd. So" Information
available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq Hm/lribeca1986-B
T13077054
P1986B F1 ROOF TRUSS 12 1
Job Reference Lptional
m-r-P-d wnIuCr, omruw, rl
0.1.8
HI L-
D.JJV S Jep iD AV r IMP i BK InVUSV1e5, IM mVn,ran A9 VD:IA:VI AVID rage I
ID:3zzrE5595gHBgKdROwR6OYzkwee-VMgbR12gU2X3dF2rgkKU6M1T55X2khoF6yLC30zgYtC
0.1,,,.6
Scale = 1'48 6
tx3 = 1x3 =
6x6 = 3x6 FP = 3x6 FP = 6x6 =
14 = 6x6 = 5x8 II 2x6 II 4x6 II 2x6 It 4x6 II 2x6 II Sx6 11 6x6 = 14 =
1 2 3 4 5 6 7 S 9 10 11 12 13 14 15 16 17
9. To
94
33 32 31 30 29 28 27 26 25 24 23 22 2/ 20 19 15
24 II e.7 = 6x6 = 6x8 = 3x12 MT20HS FP = 2x6 11 416 II 6,6 = 64 = 6x7 = 2x6 It
150 SP = 3xl2 MT20HS FP =
4x6 II 150 SP =
28SE
2858
Plate Offsets (X,Y} 19:0 3-0.0-0-0L.I17:0 1 8.Ed9eJ 18[_ a3-0 EdgJ.[26 0-3-0 Edge)
LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (Ioc) Wen Ud
TCLL 40.0 Plate Grip DOL 1.00 TC 0.37 Vert(LL) -0.72 25 >466 360
TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(CT) -1.00 25 >339 240
BCLL 00 Rep Stress Inv YES WB 0.88 Horz(CT) 0.11 18 n/a n/a
BCDL so Code FBC2017/rPI2014 Matnx-S
LUMBER- BRACING -
TOP CHORD 20 SP No.2(0at) TOP CHORD
BOT CHORD 20 SP No 2(Oat) *Except*
23-33,18-28: 2x4 SP No. I(0at) BOT CHORD
WEBS 20 SP No.3(Oat)
REACTIONS. (lb/size) 33=1244/0-8-0, 18-1244/0-8-0
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown
TOP CHORD 1-33=1230/0. 17-18=1230/0. 1.2=1387/0, 2-3=3713/0, 3-4=5579/0, 4-5=5579/0.
5-6=-MZ/0, 6-8=7660/0, 8-9=7943/0, 9-10=7943/0, 10-12=7666/0, 12-13=-6880/0,
13.14=5579/0, 14-15=5579/0, 15.16=3713/0, 16.17-1387/0
BOT CHORD 31-32=0/2680, 30-31=0/4719, 29-30=0/6347, 27-29=Ol7390, 26-27=0/7943. 25-26=017943.
24-25=017910, 22-24=0r7393. 21-22=0/6346, 20-21 =0/4719, 19.20=0/2680
WEBS 17-19=0/1844, 1-32=0/1844, 16.19=1711/0, 2-32=1711/0, 16-20=0/1me, 2-31=0/1368,
15-20=1331/0, 3-31=1331/0, 15-21=0/1115. 3-30=0/1115. 13-21=994/0. 5-30=996/0,
13.22=0/707, 5 29=0/708, 12-22=678/0. 6-29=673/0. 12.24=0/434, 6-27=15/557.
1D-24= 461/0.8-27=697/157, 10-25=389/521
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 225 lb FT = 20%F, 11%E
Structural wood sheathing directly applied or 6-0-0 oc purlms.
except end verticals.
Rigid ceiling directly applied or 1-4-12 oc bracing.
NOTES-
1) Unbalanced It= live loads have been considered for this design
2) All plates are MT20 plates unless otherwise indicated
3) All plates are 3x6 MT20 unless otherwise indicated.
4) The Fabrication Tolerance at joint 28 = 11 %, joint 23 = 11 e%
5) Required 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.
6) Due to span to depth ratio of this truss, the floor may exhibit objectionable vibration and/or deflection Building designer to consider
providing means to dampen possible floor vibration
0 WARNING - Verify Design perameM and READ NOTES ON THIS AND INCLUDED WrEK REFERENCE GAGE WJ.7473 rev. /0103W15 BEFORE USE.
Design valid for use only with MiTek® connector*. This design its based only upon parameters shown, and is for an individual budding comporrom, not
a truss system. Before use. the budding designer must wry the applicability of design parameter* and property mcorporate dus design into the overall
budding design Bracing inddcaled is to prevent bucdmg of Individual truss web andfor chord member* only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery. erection and bracing of trusses and truss systems, no ANSVTPII Quality Criteria. D5849 and SCSI SY9ding Component
Sally Information available from Truss Plate Institute. 21a N. Lee Street, Suds 312. Alexandria. VA 22314
This item has been
electronically signed and
sealed by Velez, Joaquin, 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.
Joaquin Velez PE No.66/62
MiTek USA, Inc. FL Carl 66U
6904 Parka East Blvd. Tampa FL 33610
Date:
January 29,2018
1
MiTek'
6904 Puke East Blvd
Tampa, FL 36610
Truss Truss Type City Ply 8rkSqHm1Tobec9,19111,BT13077055r1JobP1986BF1AROOFTRUSS5
ob Reference (optional
Mno-rldnda Lurder, oandw, rL aor,w s sp ra Zvi r MI. cx rnuusmas, Inc. Mvn ,win ice W. 14.vc cv Ili roue I
ID 3zzrE5595gHBgKdROwR6OYzkwee-zYOzee3lFMIwEPdIESrjeaZZJVuAT9kONc4k:qzgYtB
0.1-8
HI —I t 2-t2 1-4.0 f1-"084 0-1 4EScale = /
48 6 40 =
1x3 =
14 =
1
2 5
64
33
32 1x3
II 40 = 31
1x3
II 3
4 5 30
3x5 =
5x12 =
30 = 4x5 =
1x3 11 16 FP = 6
7 a 9 10 11 29
28 27 26 25 24 23 22 Us
FP = 6x6 I I 6x7 = 3x5 = 4x6 =
5x5 = 1x3
II 12
13 14 21
20 3x4 =
3x5 = 3x4 =
1x3 =
tx3 =
t5
16 37
I9 36a19
18 17 30 =
1x3 II 15.
3-8 14.
3419 to. 12 10-3.4 12.
11.12 13.7.12 ' t4.5-4, to-t-1 28.6-e 12-
11.12 o-e-o' o-ile ' alo. 12.3.4 ' o.
aoo-se 0.1-e LOADING (
psf) SPACING- 2 0 CSI. DEFL. In (loc) I/den L/d PLATES GRIP TCLL
40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) 0.18 29-30 9% 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.00 BC 0.95 Vert(CT) 0.24 29-30 796 240 BCLL
0.0 Rep Stress Inv YES WB 0.71 Horz(CT) 003 23 n/a n/a BCDL
50 Code FBC2017rrP12014 Matrix-S LUMBER-
BRACING - TOP
CHORD 2x4 SP No.2(flat) TOP CHORD BOT
CHORD ZX4 SP No 2(flal) 'Except" 17-
28: 2x4 SP No. I(flat) BOT CHORD WEBS
2x4 SP No.3(flal) "Except' 9-
24: 2x4 SP No.2(flat) REACTIONS. (
lb/sme) 33=731/0-&0, 17=480/D-8-0, 23=1888/0.8-0 Max
Grav 33=769(LC 3). 17=570(LC 4). 23=1888(LC 1) FORCES. (
lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP
CHORD 1-33=763/0, 1&17=564/0, 1-2=719/0, 2-3=1740/0, 3-4=2208/0, 4-5=2208/0, 5-
6=2020/0. &7=1308/90, 7-8=324/472, 8-9=324/472. 9-11=0/1417, 11-12=553/689, 12-
13=1 157/284.13-14=1157/284, 14-15=1115/51, 15-16=503/0 BOT
CHORD 31-32=011382. 30-31=0/2073, 29-30=0/2213, 27-29=0/1827, 25-27=-483/324, 24-
25=-472/324, 23-24=2157/0, 22-23=1970/0. 21-22=936/116, 20.21=468/963, 19-
20-144/1242, 18-19=0/961 WEBS
7-25=107710, 8-24=314/0, 9-23=2360/0, 1-32=0/977, 2-32=923/0, 2-31=0/498, 3-
31=-46310, 5-29=328/0, 6-29=0/322, 6-27=779/0, 7-27=0/1482, 16-18=0/684, 15-
18=638/6, 12-20=0/396, 12-21=700/0, 11-21=0/736, 11-22=1087/0.9.22=0/1121, 9.
24--0/2396 NOTES-
1)
Unbalanced floor live bads have been considered for this design Weight:
156 lb FT = 20%F, 1136E Structural
wood sheathing directly applied or 6-0-0 oc purlins. except
end verticals. Rigid
ceiling directly applied or 2-2-0 oc bracing. 2)
All plates are 3x3 MT20 unless otherwise Indicated This item has been 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 electronically signed and Strongbackstobeattachedtowailsattheirouterendsorrestrainedbyothermeans4
sealed by Velez, Joaquin, PE CAUTION, Do not erect truss backwards. 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 Joaquin
Velez PE No.68182 MiTek
USA, Inc. FL Cart 6634 904
Parb East Blvd. Tampa FL 33610 Date:
January
29,2018 0
WARNING - VM y rlaslprl Parannatara and READ NOTES ON T10S AND INCLUDED IIOTEK REFERENCE PAGE II01670T7 rev. 7000drMIS BEFORE USE. wwww
Design
valid for use Only with MlTeM connectors This design Is based only upon parameters shown, and is for an individual budding component, not a
truss "am Eaton use, the budding designer must vent' the applicability of design parameters and prop" incorporate IN& design into the overall budding
design. Bracing indicated is to prevent bucMlrng of individual truss web andfor chord members only. Additional temporary and permanent bracing MiTek• isalwaysrequiredorstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication,
storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality criteria. 03849 and Bcs1 Building component 6904 Parke East Blvd Sally
Information available from Truss Plate Insidute. 21e N Lee Street, Suds 31Z Alexsndns. VA 22314 Tampa, FL 36610
Job Truss Truss Type Oy Ply Perk Sq Hm/Tnbera1986-B
T13077056
P19868 F1B GABLE 1 1
Job Reference (optional
mrvr runue wmwr, unnuw, ram.
0-N8
o. wu s xp w cu r I mr r uR rnuusnnce, 1"".muo ,ran c" w n c u cu ro "situ r
ID 3zzrE5595gHBgKdROwR6OYzkwee-v)M3J4YnzvdUjnOLsuBi?12sJnlxEmhgwZsgizgYt9
0-N-8
Scale = 1:45.8
US FP =
7 a 9 10 11 12 13 14 15 1e 17 19
42 41 40 39 38 37 39 35 34 33 32 31
US FP=
12•11.4 14.3J 1S7-4
a1L+x_ .7. ..,,. 6_}4 1 7a. , a•" P}4 +T,-7.. x12a.1,3L•!-1 fo—i-t¢-1&3-d 1 _7 zo-'+! rzz__}.zi_t,_i.24172a_a_a-I0.".1 1.4-0 1.4-0 1+0 1.4.0 1.4.0 1.4.0 1.4.0 1.4.0 1.3-4 0.6e a1•,2 1.4.0 1.4-0 1.4-0 1.4.0 1.4-0 1.4.0 1J-0 1JA ,J-0 a„J
0.0.12 0-7-8 1.2.4
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 100 Lumber DOL 100 BC 001 Vert(CT) n/a - n/a 999
BCLL 00 Rep Stress Inv YES WB 003 Horz(CT) 000 25 n/a n/a
BCDL 5.0 Code FBC2017ITPI2014 Matnx-R Weight: 123Ib 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(8at) except end verticals.
WEBS 2x4 SP No.3(11at) BOT CHORD Rigid calling directly applied or 10-0.0 oc bracing.
OTHERS 2x4 SP No 3(flat)
REACTIONS. All bearings 28.6 8.
lb) - Max Grav All reactions 250 lb or less at joini(s) 48. 25. 36. 37, 39, 40, 41. 42, 43, 44, 45, 46. 47, 35, 34.
33, 32, 31, 30, 29, 28, 27, 26
FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown
NOTES-
1) All plates are 1x3 MT20 unless otherwise indicated.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or securely braced against lateral movement (i e. diagonal web)
4) Gable studs spaced at 14-0 oc.
5) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3.10d (0.131' X 3') nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means
This item has been
electronically signed and
sealed by Velez, Joaquin, 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.
Joaquin Velez PE No.6A182
MiTek USA, Inc. FL Cert 66U
904 Parke East Blvd. Tampa FL 33610
Date:
January 29,2018
0 WARNING - Verify design Parameters and READ NOTES ON INS AND INCLUDED WTEK REFERENCE PAGE MP7473 rev. 101031td16 BEFORE USE.
wwww
Design valid for use only with MTob® connectors. This design rs based only upon parameters sawn, and is for an individual building component. not
a truss system. Before use, the budding designer must wily the applicability of design parameters and property incorporate this design into the overall
balding design Bracing indicated a to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek' rs always raQUned for stability and to prevent Collapse with possible personal injury and property damage. For general guidance regarding the
fabraation, storage. delivery, ersanon and bracing of trusses and truss systems. see ANSUTP11 Ouallty Criteria. DSO-89 and SCSI Building Component 904 Parks East Blvd
Safety Information available from Truss Plate Institute. 218 N. Lee Short. Suite 312, Alexandra, VA 22314 Tampa. FL 36610
Job Truss Truss Type Oty Ply Park Sq Hm/Tnbera1986-8
T13077057
P19868 F2 ROOF TRUSS 1 1
Job Reference Lptional
MIG-1`10110a LUmDer, aartuw, PL.
0.1.8
Ham! —
3x4 =
14 = ,x3 II
1 35 2 36 3 37 4 5 e
I —
3
I
32 31 30 29 28 27
3x4 = 1x3 II
0 1.111s aep a cuh f ml r ex mousutes. rnc. mon can ev vo:lcuo cvra rage I ID:
3zzrE5595gHBgKdROwR6OYzkwee-N735Gf$AYH1 U5sLcvaPOGCB 1 DjvUg4g3aJPC9zgYt8 I ,_,
z U Scalee. 1/1-=,• 3x6 =
3x6
FP = 1x3 II 7
8 9 10 38 11 1239 13 40 14 41 26
25 24 23 22 21 20 19 3x6
FP = 1.3 II LOADING (
psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Udell Ud TCLL
400 Plate Grip DOL 1 00 TC 087 Vert(LL) 0.11 28-29 966 360 TCDL
100 Lumber DOL 100 BC 0.91 Vert(CT) 0.15 28-29 708 240 BCLL
00 Rep Stress Ina NO WB 0.36 Horz(CT) 002 16 n/a n/a BCDL
5.0 Code FBC2017/TP12014 Matrix.S LUMBER-
BRACING - Is
PLATES
GRIP MT20
244/190 Weight:
149 lb FT = 20%F, 11%E TOP
CHORD 2x4 SP No 2(flal) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purtins, BOT
CHORD 20 SP No 1(flat) 'Except' except end verlicals. 16.
25: 2x4 SP No.2(flat) BOT CHORD Rigid ceiling direct' applied or 6-0.0 oc bracing. WEBS
2x4 SP No 3(Oat) *Except* 1-
32,15-16: 2x4 SP No.2(0at) REACTIONS.
All bearings 12-10.0 except (/t=length) 32=0-7-4, 16=0-74 lb) -
Max Grev All reactions 250 Ili or less at joint(s) 23, 24, 22, 21 except 32=601(LC 3), 16=402(LC 1). 26=309(LC 3),
27=298(LC 3), 19=660(LC 4), 20=490(LC 1) FORCES. (
lb) - Max. Comp /Max Ten. - All forces 250 (lb) or less except when shown TOP
CHORD 1-32=599/0, 15-16=399/0. 1-2=587/0, 2-3=1264/0, 3-4=1205/0.4-5=789/0. 5.
6-789/0, 11-12=01263, 12-13-0/263, 13.14=-488/0, 14-15=356/0 BOT
CHORD 3D-31 =0/1 097. 29.30=0/1432, 28-29=0/789. 27-28=01789, 26-27=0/450. 20,21=263/0• 19-
20=263/0,18-19=0/299,17-18=0/661 WEBS
1-31=01756, 2-31=710/0. 6-26= 467/0, 3-29=315/0, 6.27=0/462, 4-29=0/566, 4-
28=342/0, 5.27=329/0, 15.17=0/456. 14-17=425/0, 10.21-317/0, 13.18=0/268, 13-
19=751/0, 11-20=490/0 NOTES-
1)
Unbalanced floor live loads have been considered for this design. 2)
All plates are 3x3 MT20 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 5)
Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 118 lb down at 2-1-0, 116 lb electronically signed and downat4-1-0, 118 lb down at 6.1-0, 190lb down at 19-3-0, 190lb down at 20-5-8, 190lb down at 22-5-8, and 190 Ili down at Sealed
b Velez, Joaquin, PE yoaQ24-5-8, and 190 lb down at 26-5.8 on top chord. The design/selection of such connection device(s) is the responsibility of others Digital
Signature. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). using a Printed
copies of this LOAD
CASE(S) Standard document are not considered 1)
Dead . Floor Live (balanced): Lumber Increase=1.00, Plate Increase=l 00 signed and sealed and the Undorrn
Loads (plf) Vert:
16.32=7, 1-15=67 si nature must be verified 9Concentrated
Loads (lb) on any electronic copies. Vert:
11=190(F) 35-118(F) 36=118(F) 37=-118(F) 38-190(F) 39-190(F) 40=190(F) 41-190(F) Joaquin Vein PE No.68182 Mrfek
USA, Inc. FL Cert 6634 6904
Parke East Blvd Tampa FL 33610 Dais:
January
29,2018 0
WARNING - Verily design ppanaras and READ NOTES ON THIS AND INCLUDED AMK REFERENCE PAGE IIOF7473 rev. IQVWM1S BEFORE USE. Design
vabd for use crap with MiTeltm connector*. This design is based only upon parameters shown, end is for an indrviduet budding component, not a
truss system Below use. the budding designer must vent' the applicability of design parameters and property incorporate this design into the overall building
design. Bracing Indicated a to prevent WCiding of uWrvidual truss web and/or chord member only. Additional temporary as pemranent bracing k' WOWisalwaysrequiredforstabilityandtopreventcOeapsewMpossiblepersonalinjuryandpoperydamageFageneralguidanceragal" the fabrication. storage,
delivery, ere c on and 09" of teases and truss "iti is. sea ANSOTPI, Quality Criteria. OS049 and BCSI Building Component 6904 Padre Esa B W So" Information
avadabb heir, Truss Plate Institute. 218 N Lee Street. Suite 312. Alexandria. VA 22314. Tamps. FL 36610
Job Truss Truss Type Oty Ply
P1986B F3 ROOF TRUSS 3 tob
arkSqHrn/Tnbec;a-19WBT13077058
Reference (optional)
Ntrd-rtonda Lumber, nanow, FL 6 1Ju s sep 1b zul I ml i ea Industries, roc. mon ,tan 29 Va:TZ.06 zula Page t
ID:3zzrE5595gHBgKdROwR6OYzkwee-rKdUU?6oJa9LjOwoTHwfpOkO86STP71 I E2zlbzgYt7
0.7 0 1-0.0 I 1.3.0 3 8
1 3xa = 2 tx3 II 3 tx3 II 4
Scale - 19 4
3x3 = 3x3 =
a 7 e s
3x3 II 3x3 II
3-7-0
3.7-0
LOADING (psf) SPACING- 14-0 CSI. DEFL. in loc) Well Lid PLATES GRIP
TCLL 400 Plate Grip DOL 100 TC 009 Vert(LL) -0.00 6 >999 360 MT20 244/190
TCDL 100 Lumber DOL 1.00 BC 0.09 Verl(CT) -0.01 6 >999 240
BCLL 0.0 Rep Stress Inv YES We 0.07 Horz(CT) 0.00 5 n/a n/a
BCDL 5.0 Code FBC2017/TP12014 Matnx-S Weight. 25 lb FT = 20%F, 1I%E
LUMBER- BRACING -
TOP CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3.7-0 oc purtins.
BOT CHORD 20 SP No.2(flat) except end verticals
WEBS 20 SP No.3(flal) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 8=122/Mechanical, 5=122/Mechanical
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown
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.
This item has been
electronically signed and
sealed by Velez, Joaquin, 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.
Joaquin Velez PE No.68182
MiTak USA, Inc. FL Cart 6634
6904 Parka East BNB Tampa FL 33610
Date:
January 29,2018
0 WARNING - verify daslgn parameers and READ NOTES ON TIOS AND INCLUDED WEK REFERENCE PAGE 01.7R3 rev. 1000MMS BEFORE USE.
Design valid for use only with Walt® conne0ora This design is Wed only upon parameters shown, and is for on individual building componsm, not
a truss system Belore use, the budding designer must veiny the applicability of design parameters and property incorporate this design use the overall
balding deergn Bracing eldcaled rs 10 prevent budding of individual truss web and%or Chad members only. Addsoml temporary and pemonem bra" k' WOWisalwaysrequiredforstab9gyandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguoanceregardingme
fabrication, storage, delivery, erection and bracing of trusses and vast systems, we ANSVTPIt Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd.
Sally information available from Trust Pltte Institute. 219 N Lee Street Suds 312. Alexandria, VA 22314. Tamps, FL 36610
Job Truss Truss Type Oty Ply Park Sq HmlTribeca-1986.8
T13077059
P19868 F3A GABLE 1 1
Job Reference (optional
mro-rrorlaa LUlnoer, oanow, rL o.1Ju s aeP 10 Lv1 r m11 ex Inousoles, Inc. rosin Jan i:v uoat:vo LV to rage 1
ID:3zzrF-5595gHBgKdROwR6OYzkwee.rKdUUl6oJa9LjOwoTHwfpOkP 6TIPBV IE2zlbzgYt7
2 1x3 II 3 tx3 II
Scale - 19 4
S 7 6 5
3x3 11 tx3 11 1x3 11 3x3 11
0-„-0 1-4-0 1-5-Ri 1.9.8 1.11$ 2-3-08 I 3-7-0
071-0 me 0.1 5 0." 62 0.3-0 1-4-0
LOADING psf) SPACING- 14-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 004 Vert(LL) n/a We 999 MT20 244/190
TCDL 10.0 Lumber DOL 100 BC 001 Vert(CT) We n/a 999
BCLL 0.0 Rep Stress Inv YES WB 0.02 Horz(CT) 0.00 5 n/a n/a
BCDL 50 Code FBC2017/TP12014 Matrix-R Weight: 20 lb FT = 20%F, 1196E
LUMBER- BRACING -
TOP CHORD 20 SP No.2(flal) TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins.
BOT CHORD 20 SP No 2(flat) except end verticals
WEBS 20 SP No.3(11at) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 20 SP No.3(flat)
REACTIONS. All bearings 3-7-0
lb) - Max Grav All reactions 250 lbor less at jouT1(s) 8, 5. 6, 7 FORCES. (
lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown NOTES-
1)
Gable requires continuous bottom chord bearing. 2)
Truss to be fully sheathed from one face or securely braced against lateral movement (i.e diagonal web) 3)
Gable studs spaced at 1-44) oc 4)
Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks
to be attached to walls at their outer ends or restrained by other means. This
item has been electronically
signed and sealed
by Velez, Joaquin, 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. Joaquin
Vtdu PE No.68162 Walt
USA, Inc. FL Carl 66U 6904
Parka East Blvd. Tampa FL 33010 Date:
January
29,2018 0
WARNING - VerDy daslpn paranNlvs grid READ NOTES ON THIS AND INCLUDED AMK REFERENCE PAGE W&747$ rov. 100YM/5 BEFORE USE. Design
valid for use only with MiTeloD connectors This design is based only upon perameers shorn. and is for an mei ndual building componerd. not a
truss system Before use. the budding designer must vent' the applicability of design parameters and property incorporate this design into the overall budding
design. Bracing ardicated is to proem buckling of indvadual truss web and/or chord members only. Additional temporary and permanent bracing MiTek aalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefebncautin,
storage. delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality CAteds, DS84e9 and SCS1 Building Component 6904 Parke East Blvd. Sally
information available from Truss Plate Institute, 218 N Lee Street. Suite 312, Alexandria. VA 22314 Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq Hm/rribeca-198r1-B
T13077060
P1986B F5 ROOF TRUSS 5 1
Job Reference Lptional
Mid -Florida Lumber, Bartow, FL 8 130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 29 08:12:07 2018 Page 1
ID:3zzrE5595gHBgKdROwR60Yzkwee KWBshL704uHCLAV 04RuLdHYEWoFBaM7WuoWH2zgYt6
0.10-0 1-0-0 1.3-0
3x6
1 3xe = 2 1x3 II 3 1.3 II 4
Scale a 194
3x3 II 3x3 11
LOADING (par) SPACING- 2 0 0 CSI.
TCLL 40.0 Plate Grip DOL 1.00 TC 0.13
TCDL 10.0 Lumber DOL 100 BC 0.12
BCLL 0.0 Rep Stress Inrr YES WB 0.10
SCOL 5.0 Code FBC2017lrP12014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2(Oat)
BOT CHORD 2x4 SP No.2(llat)
WEBS 2x4 SP No.3(Oat)
REACTIONS. (lb/slze) 8=197/0-4-0, 5=197/Mechanical
FORCES. (lb) - Max Comp./Max. Ten - All forces 250 (lb) or less except when shown
3.10.0
L1M
DEFL. in (loc) Vde11 Ud PLATES GRIP
Vert(LL) -001 6 >999 360 MT20 244/190 Vert(
CT) -0.01 6 >999 240 Horz(
CT) 0.00 5 n/a n/a Weight:
26 lb FT = 20%F, 1196E BRACING -
TOP
CHORD Structural wood sheathing directly applied or 3-10-0 oc purtins, except
end verticals. BOT
CHORD 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 girders) 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 Velez, Joaquin, 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. Joaquin
Velez PE No.68182 MTek
USA, Inc. FL Cart 66U 6904
Parke East Blvd. Tampa FL 33610 Date:
January
29,2018 0
WARMI4G - Varly design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE WI.7473 rev. 141,03rMS BEFORE USE. Despn
valid for use only with Walt® connector$ This design is based only upon parameters shown, and is for an individual building componem, not a
was system Before use, ins building designer must very the applicability of design parameters and property urcorporats this design into the overall building
design Bracing indicated is to prevent buctdmg of individual truss web andlor Urord members only Additional temporary and pemmnent bracing k' WOWisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication,
storage, delivery, erection and bracing of trusses and thins systems, no ANSVWII Quality Criteria. OSE149 and SCSI Building Component 6904 Parke East Blvd Sally
Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria. VA 22314 Tampa, FL 36610
Job Truss Truss Type oty Ply Park Sq Hm/Tnbeca•1986•B
T13077061
P1986B F5A GABLE 1 1
Job Reference Ioptional
rvrio-rionda L01110M, Oamrv. rL
2 1.3 II
0.1 w s xp 1 o a I r mi i ex inousmes, mc. inert ran cy up;cvo cu o raga r
I D:3zzrE$595gH BgKdROwR6OYzkweeoilEvh73rC P3yK4Baiy7urpMw9At2pHIYX4pUzgYt5
4 3x3 II
Scale - 19 4
a 7 e 5
3x3 11 1x3 11 1x3 11 3x3 11
1.2.8 1." 1-0.8 1.11-0 2.2-8 2.60 3.10-0
1.2.8 a3 11-0
LOADING psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.06 Verl(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Inca YES WB 0.03 HOrz(CiT) 0.00 5 n/a n/a
BCDL 5.0 Code FBC2017/rPI2014 Matnx-R Weight 21 ID FT = 20%F, 1196E
LUMBER- BRACING -
TOP CHORD 20 SP No 2(flat) TOP CHORD Structural wood sheathing dire" applied or 3-10-0 oc purtrns,
BOT CHORD 20 SP No 2(Oat) except end verlicals.
WEBS 20 SP No 3(Oat) BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing.
OTHERS 20 SP No 3(Oat)
REACTIONS. All bearings 3-10-0.
lb) - Max Grav All reactions 250 Ib or less at)oint(s) 8, 5, 6, 7
FORCES. (Ill) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown
NOTES-
1) Gable requires continuous bottom chord bearing.
2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
3) Gable studs spaced at 1-4-0 oc.
4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131" X 3") nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
This item has been
electronically signed and
sealed by Velez, Joaquin, 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.
Joaquin Velez PE No.66162
MiT*k USA, Inc. FL Cat 6634
6904 Parke East Blvd Tampa FL 33610
Date:
January 29,2018
0 WARIONG • VaAy design perenrafers and READ NOTES ON TWS AND INCLUDED amEK REFERENCE PAGE a0L7473 rev. ta03rMS BEFORE USE.
Design valid for use only with Wake, connectors This design is based only upon parameters shown, and is for an individual bwldmg component, not
a truss system Before usee, the budding designer must verity tin appecabday of design parameters and property incorporate this design iroo the overall
balding design. Braurig indicated is to prevent buckling of mda dual truss web andlor chord members only. Additional temporary and pemnnem brauig M iTekisalwaysrequiredforstabdayandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the
tebncation. Storage, delivery, areadn and oractng of Irwaes and truss systems. see ANSVTPH Quality CrheAa. DS849 and BCSI Building Component 6904 Parke East BIW
Sally Inform on available Item Truss Plate Inslaute. 218 N in Sireel, Sun* 312. Alexandre, VA 22314 Tampa, FL 36010
Job Truss Thus Type Oty Ply Park Sq Hm/Tnbera1986-8
T13077062
P1986B FT2 ROOF TRUSS 1
Job Reference toptional
Mid -Florida Lumber, Bartow. FL. 8 130 s Sep 15 2017 MTek Industries. Inc. Mon Jan 29 08.12:09 2018 Page 1
ID:3zzrE5595gHBgKdROwR6OYzkwee-GvJc618hcVYwaUfN8OTM02MssKLfcLnO CHdLwzgY14
I
2$11 4-11-10 7-4-9 9.11.4
2$11 2.4.15 2.4.15 2$11
1 5x5 =
Scale = 1.18 4
4118 =
3
Sx5
5
10 6
30 II 3x4 II
2$11 4-11.10 i 7.4-9 9.11-4
M-11 7d15 1-d-15 9A11
LOADING (psf) SPACING- 1 0 CSI. DEFL. in loc) Udell Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.32 Vert(LL) -0.06 8 >999 360 MT20 2441190
TCDL 10.0 Lumber DOL 1.00 SC 0.64 Vert(CT) -0.08 8 >999 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.69 Horz(CT) 0.01 6 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix -MS Weight: 111 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins,
BOT CHORD 2x6 SP No 2 except end verticals.
WEBS 20 SP No 3 BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing
REACTIONS. (Ib/size) 10=1651/0.4-0, 6=1667/0.7-4
Max Uplift 10=245(LC 4). 6=245(LC 5)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown
TOP CHORD 1-10=1462/220, 1-2=2908/428, 2-3=2908/428, 3-4=2932/428, 4-5=2932/428, 5.6=1471/220
BOT CHORD 9.10=38/253, 8.9=-601/4118, 7$=601/4118, 6.7=38/256
WEBS 1-9=419/2858, 2-9=783/129, 3-9=1302/190, 3-7=1277/190, 4-7=781/129, 5-7=419/2879
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows,
Top chords connected as follows: 20 - 1 row at 0-9.0 oc.
Bottom chords connected as follows 2x6 - 2 rows staggered at 0-9.0 oc
Webs connected as follows: 20 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except d noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated.
3) Wind: ASCE 7-10: Vuk=140mph (3seoond gust) Vasd=108mph: TCDL=4.2psf, BCDL=3.Opsf: h=15ft; 8=45R, L=24ft, eave=oft: Cat
II: Exp B. Encl.. GCpi=O 18: MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
4) Provide adequate drainage to prevent water ponding
5) na
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads Printed copies Of this
7) • This truss has been designed for a live bad of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide document are not considered
will fit between the bottom chord and any other members. Signed and Sealed and the
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 245 lb uplift at joint 10 and 245 lb uplift signature must be verifiedatjoint69)
Girder tames tie-in span(s): 7-" from 0.0.0 to 9-114 on any electronic copies. 10)
Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 119 lb down at 3-9-12, and Joaquin Velez PE No.66/62 119
lb down at 5-9-12, and 119 lb down at 7-9-12 on bottom chord. The design/selection of such connection device(s) is the MiTak USA, Inc. FL CeR 61134 responsibility
of others. 904 Parke East Blvd. Tampa FL 33610 Date:
LOAD
CASE(S) Standard January
29,2018 0
WARNING - Verify design partimstara and READ NOTES ON Tres AND INCLUDED 40TEK REFERENCE PAGE II1111,7473 rev. IWWW1313EFORE USE. Design
valid for use only with MiTehS 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 wnty, the applicability of design parameters and property incorporate this design into the overan building
design Bracing indicated is to prevent bucging of xWuwdual truss web andlor chord members only. Addibonal temporary and permanent bracing WOW u1alwaysrequuedforstsbddyandtoprovencollapsewithpussblepersonalmpuryandpropertydamage. For general guidance regarding the fabrication,
storage, delivery, erection and bracing of trusees and truss systems, we ANSVTPI1 Quality criteria, OS049 and SCSI Building component 6904 Parke East Blvd. so"
information available from Trans Plate Institute. 218 N Lee Street. Suite 31Z Alexandria, VA 22314. Tampa, FL 36810
Job Truss Truss Type Ory Ply rk Sq HMTribeca19MB
T13077062LbRelerenctp-Lopii2nal
P19868 FT2 ROOF TRUSS 1
MWI-101108 Lumber, tlenow, FL. e.TJU s Sep 1S zul f MI lex mbusbles, mc. Mon Jan z8 utr lz.UB Zulu Yage z
ID:3zzrE5595gHBgKdROwR6OYzkwee-GVJc618hcVYwaU1NBOTM02MSsKUcLnO CHdLwzgYta
LOAD CASE(S) Standard
1) Dead . Roof Live (balanced): Lumber Increase=l 00, Plate Increase=1.00
Uniform Loads (pit)
Vert: 1-5-330, 6.10=5
Concentrated Loads (Ile)
Vert: 11=30(B) 12-30(8) 13=30(8)
0 WARNING • Ve tfy deslpn Pars W. and READ NOTES ON TMS AND INCLUDED WTEK REFERENCE PAGE Wim7473 rev. I&MVfS BEFORE USE.
wwww
Design valid for use only with MiTekm connectors This design is based only upon parameters shown, and is for an individual building component, not
a truss try am. Before use, the budding designer must vent' the appUublay of design parameters and property incorporate Ilia design into the overall
Du dutg deLpn Brscmg indicatedisto prevent Ducldmp of individualWas web andlor chord members bray Additonef temporary and permanent bracing MiTek' is always required for stability, and to prevent collapse with possible personal injury and property damage For general guidance tegardmg the
fabrication. storage. delivery, erection aril bracing of trusses and thus systems. see ANSVTP11 oualhy Culerla. OS849 and SCSI BuDding Component 6904 Parks Fast Blvd
Sally Information available from Truss Ph" Inffilute, 21a N. Lee Street, Suite 312. Alexandria. VA 22314. Tamps, FL 36810
Job Truss Tens Type Oy Ply Park Sg Hrit/Tnbeca-1986.8
T13077063
P19868 JS JACK 9 1
Job Reference (optional)
Mid -Florida Lumber, Bartow, FL.
Md
N
6
8 130 s Sep 15 2017 MiTek Industries, Inc Mon Jan 29 08:12:09 2018 Page 1
I D:3zzrE5595gHBgKdROwR6OYzkwee-GvJc618hcVYwaUtN80TM02MrpKOXcVUO_C HdLwzgYt4
t-0 0 5-0-0
t00 5-0-0
2X4
Scale = 1:17 0
LOADING (psf) SPACING- 2.00 CSI. DEFL. in loc) Udeft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.04 4-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0O6 4-7 >988 ISO BCLL
0.0 ' Rep Stress Inc YES WB 0.00 Horz(CT) -0.00 3 n/a We BCDL
10.0 Code FBC2017ITPI2014 Matrix -MP Weight, 18 lb FT = 20% LUMBER-
BRACING - TOP
CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0.0 oc puffins. BOT
CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (
Ib/size) 3=127/Mechanical, 2=264/D-4-0, 4=64/Mechanical Max
Horz 2=90(LC 12) Max
Uplift 3=50(LC 12), 2=54(LC 12) Max
Grav 3=127(LC 1). 2=264(LC 1). 4=91(LC 3) FORCES. (
lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown NOTES-
1)
Wind: ASCE 7.10: Vu8=140mph (3-second gust) Vasd=108mph: TCOL=4.2psf: BCDL=3.Opsf; h=15ft, B=45ft: L-24ft: eave=oft; Cat. It:
Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-0 0 to 2 0. Intenor(1) 2-0-0 to 4-11-4 zone,C-C for members
and forces d 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 3-64) 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 tens to bearing plate capable of withstanding 50 lb uplift at joint 3 and 54 lb uplift at joint
2. This
item has been electronically
signed and sealed
by Velez, Joaquin, 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. Joaquin
Velez PE No.88182 MiTek
USA, Inc. FL Cart 6634 904
Parke East Blvd. Tampa FL 33610 Date:
January
29,2018 0
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED NFTEK REFERENCE PAGE e11104473 rev. 10,V3r2013 BEFORE USE. wwwri
Design
valid for use only with MiTek® connectors This design is based only upon parameters drown, and is for an individual building component, not a
trust system Before use. the building designer must verify the appeubilty of design parameters and property mcorporate this design into the overall building
design Bracing indicated is to prevent budding of individual tons web and/or chord members only Additional temporary and permanent bracing WOW shvaysrequitedforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication,
storage, delivery, erection and bracing of trusses and thus systems. see ANSUTPII Quality Criteria, DS849 and BCSI Building Component 6904 Parke East BNd. Safety
Information available from Truss Plate Institute. 218 N. Lee Street, Sute 312. Alexandra, VA 22314. Tampe, FL 36610
TrussTruss Truss TypeTrussType Oty Oly Park Sq Hm]Tnbeca.19MBlyJob
WT130770
P1986B J7 JACK 14 1
Job Reference Lptronal
Mid -Florida Lumber. Barlow, FL 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 29 08.12.10 2018 Page 1
ID:3zzrE55gSgHBgKdROwR6OYzkwee k5t KN9JNpgnCeEL7?bzGvxbkiNLykZDsOAuNzgYt3
1-0 0 7.0.0
100 7-00
Scale=1.21.8
3x4 =
7.0.0
7.0.0
Plate Offsets (XY}_12:Edge.0.0.41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in roc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.12 4-7 >679 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 SC 0.54 Vert(CT) -0.24 4-7 >348 180
BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2017lrP12014 Matnx-MP Weight: 24 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.40 oc purlins.
BOT CHORD 20 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-00 oc bracing.
REACTIONS. (lb/size) 3=183/Mechanical, 2=342/0-4-0, 4=90/Mechanical
Max Horz 2=118(LC 12)
Max Uplift 3=73(LC 12). 2=59(LC 12)
Max Grav 3=183(LC 1). 2=342(LC 1). 4-129(LC 3)
FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown
NOTES-
1) Wind: ASCE 7-10; Vuk=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf: BCDL=3.Opsf: h=15ft: B=45ft; L=24ft: eave=oft: Cal.
II: Exp B. Encl , GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2 0, Interior(l) 2-0-0 to 6-11-4 zone,C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads.
3) 'This truss has been designed for a live load of 20.0psf on the bosom 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 73 lb uplift at joint 3 and 59 lb uplift at
joint 2.
This item has been
electronically signed and
sealed by Velez, Joaquin, 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.
Joaquin Velez PE No.68162
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Data:
January 29,2018
0 WAMMG - Vanity deslgrr prarmlive end READ NOTES ON TWS AND INCLUDED AWM REFERENCE PAGE M7473 rew 18OWM5 BEFORE USE.
Design vakd for use only with WToW connectors This design is based only upon parameters shown, and is for an uidr4dual balding componen . rot
Itruss system Before use, the budding designer must veny the applicability of design parameters and property incorporate this design into the overall
Uding design Bracing indicated is to prevent bucidng of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal mlury and property damage For general guidance regarding the
fabrication, storage, delivery, aradion and bracing of trusses and truss systems. see ANSVTPII Quality CrIterta, DSB-e9 and SCSI Building Component 6904 Parke East Bid.
Sally Information available from Truss Plate Insidae. 21a N Lee West. Suds 31Z Alexandria. VA 22314 Tampa, FL 38610
Job Tens Truss Type Oty Park Sq Hm/rnbeca-1986•B
T13077065
P1986B KJ5 JACK 4
ly
1
Job Reference (optional)
M10-h1on0a Lumber, uanow, I-L. a l3u s Sep 15 zul r Mr l ex lnoustnes, Inc Mon Jan Z9 uu:l Z:l l Zulu Pagel
ID:3zzrE5595gHBgKdROwR6OYzkwee CHONXjAx87oepnpmFrWgWTR4s71m4PJRWmkOpzgYt2
1-5-0 7 14
1-5-0 7.414
Scale - 1.16 7
3x4 =
7 14
LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) Udell Ud PLATES GRIP
TCLL 200 Plate Gnp DOL 1.25 TC 0.80 Vert(LL) -011 4-7 >781 240 MT20 244/190 TCDL
100 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.25 4-7 >341 180 BCLL
00 ' Rep Stress Ina NO WB 0.00 Horz(CT) 0.00 2 Na n/a BCDL
10.0 Code FBC2017rrP12014 Matrix -MP Weight: 24 lb FT = 20°% LUMBER.
BRACING - TOP
CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. BOT
CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (
lb/size) 3=183/Mechanical, 2=375/0.6-7, 4=95/Mechanical Max
Horz 2=90(LC 8) Max
Uplift 3=-61(LC 8). 2=88(LC 8) Max
Grate, 3=183(LC 1), 2=375(LC 1), 4=129(LC 3) FORCES. (
lb) - Max. Comp /Max Ten. - All forces 250 (Ib) or less except when shown NOTES-
1)
Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=3.Ops1; h=1511: 8=45R; L=24R; eave=411: Cal. It:
Exp B: End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1 60 2)
This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) '
This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will
nit 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 61 lb uplift at joint 3 and 88 lb uplift at joint
2. 6)
Hanger(s) or other connection devices) 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 5lb down at 4-4-12. and 5 lb down at 4-4-12 on bottom chord. The design/selection of
such connection devlce(s) is the responsibility of others 7)
In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD
CASE(S) Standard 1)
Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform
Loads (plr) Vert.
1-3=60, 4-5-20 Concentrated
Loads (lb) Vert
10=4(F=2, B=2) I I=IO(F=5, 13=5) This
item has been electronically
signed and sealed
by Velez, Joaquin, 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. Joaquin
Vela PE No.68102 MiTak
USA, Inc. FL Cart 66U 6904
Parka East Blvd. Tampa FL 33610 Date:
January
29,2018 0
WARNING - Va1Iy 1119 pvemetos and READ NOTES ON 7saS AND INCLUDED ADrEK REFERENCE PAGE WX7473 rev. 100.VM1S BEFORE USE. Design
valid for use only with MTeIoO Connectors This design is based only upon parameters shown, and is for an irMrvidual balding Component, nor a
truss "Iffili Before use, the building designer must verify the applicability of design parameters and property incorpogte this design into the overall building
design. Bracing mdiuled rs to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing k' WOWisalwaysrequiredforstabilityandtopreventcollapsewithpourbiepersonalinjuryandpropertydamage. For general guidance regarding the fabrication,
storage. delivery, erectldn and bracing of trusses and Was systems, we ANSVrPll Quality Criteria. OSS49 and SCSI Building Component 6904 Parke East Bald. Salary
Information available from Truss Plate Institute. 21a N. Lee Street, Suite 312. Alexandria. VA 22314 Tampa, FL 36610
b Truss Truss Type oty PIy
rP1 1ParkSqHn-
JTnbeca-I986-B
T73077066
986B KJ7 JACK 3 1
Job Reference (pptional)
hiso-rtonda Lumber, tfanow, I-L a.13U s Sep 15 ZUl T Mi l ek Industries, Inc. Mon Jan ZV UU:1Z:1 Z ZUIu rage 1
ID3zzrE5595gHBgKdROwR6OYzkwee-gU Ik2AZuQwVRxOypY132h MLXRepnisgAVHyFzgYt1
1-5-0 5.4.0 9.10.13
1.5.0 5-4.0 4.6.13
i
Scale - 1.21.4
2x4 = „ " 5
30 =
LOADING (psf)
TCLL 20.0
TCDL 100
BCLL 00 '
BCDL 100
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Inv NO
Code FBC2017/TP12014
CS1.
TC 0.37
BC 0.37
WB 0.35
Matrix -MS
DEFL. in
Vert(LL) -0.02
Vert(CT) -0.05
HOrz(CT) 0.01
loc) Vdefl Ud
7-10 >999 240
7-10 >999 180
6 We We
PLATES GRIP
MT20 244/190
Weigh: 42 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
WEBS 20 SP No 3
REACTIONS. (Ib/size) 4=121/Mechhamcal, 2=508/0.6-7, 6=338/Mechanical
Max Horz 2=118(LC 8)
Max Uplift 4=56(LC 8). 2=111(LC 8). 6=53(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=745/108
BOT CHORD 2-7=154/679, 6-7=154/679
WEBS 3-7=0/257.3-6=739/167
NOTES-
1) Wind: ASCE 7-10: Vuk=140mph (3-second gust) Vasd-108mph: TCDL=4.2psf: BCDL=3.Opsf: h=1511: B=45ft: L=24f1: eave=4f1: Cat.
II: Exp B: Encl., GCpi=0.18, MWFRS (directional), Lumber DOL=1.60 plate gnp DOL-1 60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-M 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 56 Ib uplift at joint 4, 111 Ib uplift at joint
2 and 53 lb uplift at joint 6.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 11 Ib up at
1-6-12. 3 Ib down and 11 Ili up at 1-6-12, 3 Ib down and 44 Ib up at 4.4-12, 3 Ib down and 44 Ib up at 4-4-12, and 27 Ib down and
77 Ib up at 7-2-11, and 27 lb down and 77 Ib up at 7-2-11 on top chord, and 2 Ib up at 1-6-12, 2 Ib up at 1$12, 5 Ib down at This item has been
4-4-12, 5 Ib down at 44-12, and 20 Ib down at 7-2-11, and 20 Ib down at 7-2-11 on bottom chord. The design/selection of such electronically signed andconnectiondevice(s) is the responsibility of others. sealed by e Joaquin, PEValVelzJ7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
Using a Digital Signature
LOAD CASE(S) Standard Printed copies of this
1) Dead + Roof Live (balanced): Lumber Increase=1.25. Plate Increase=1.25 document are not considered
Uniform Loads (plf) signed and sealed and theVert: 1-4=60, 5-8=20
Concentrated Loads (Ib) signature must be verified
Vert: 13=53(F=27, B=27) 14=4(F=2, 8=2) 15=10(F=-5, B=5) 16=35(F=17, B=17) on any electronic copies.
Joaquin Velaz PE No.66/62
MiTek USA, Inc. FL Cart 66U
004 Parka East Blvd. Tampa FL 33610
Date:
January 29,2018
A WARNING - Verify design Pemnwhrs and READ NOTES ON TNIS AND INCLUDED WTEK REFERENCE PAGE e0L7473 rev I003rWIS BEFORE USE.
wwww
Design valid for use only with MrTekim connectors This design is weed only upon parameters shown, and is for an uwNidual building componem, not
a truss system Before use, the budding designer must veiny the applicability of design parameters and properly incoporrate this design into the overall
budding design Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary raid permanent bracing WOWalwaysrequiredforstabilityandtoprocollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication.
storage, delivery, erection and bracing of trusses and trust systems, fee ANSVTPI11 Quality CrIleA, DS849 and BCSI Building Component 6904 Parke Fast SW Softly
Information available from Trans Plele Institute. 218 N Lee Sues, Suite 312. Alexandria, VA 22314 Tempe, FL 36610
Job Truss Truss Type Oty Ply
T73077067
P1986B MG1 JACK 1 1 IParkSqHnVTribeca-
198f>-B
Job Reference -(op tional)
Mtd-Flonda Lumber, Barlow. FL 8 130 s Sep 15 2017 MiTek Industries. Inc. Mon Jon 29 08:12:12 2018 Page 1
ID:3zzrE5595gHBgKdROwR6OYzkwvee gU Ik2AZuQwVRxOypY132h OPXODpnLsgAVHVFzgYt1
3.7.8 7.0.0
3.7-8 3.4-8
1 5a4 It
4x4 = US II 4
4x4 =
Stale: 1r2-=1,
LOADING (psf)
TCLL 20.0
TCDL 10.0
BCLL 00 '
BCDL 100
SPACING- 1.060
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Ina NO
Code FBC2017/TPI2014
CSI.
TC 0.21
BC 0.52
WB 0.38
Matrix -MP
DEFL. in
Vert(LL) -0.02
Verl(CT) -0.04
Horz(CT) 001
loc) Udell Ud
5.7 >999 240
5.7 >999 180
4 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 40 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5.1.6 oc purtins,
BOT CHORD 2x6 SP No 2 except end verticals.
WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=974I0.4-0, 4=788/Mechanical
Max Horz 1=48(LC 8)
Max Uplift 1=219(LC 8). 4=196(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown
TOP CHORD 1-2=1209/264
BOT CHORD 1-5=270/1081, 4-5=270/1081
WEBS 2-5=228/992, 2-4=1233/308
NOTES-
1) Wind: ASCE 7-10, VuR=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL-3.Opsf: h=15ft. B=45ft. L=24ft, eave=oft; Cat
It. Exp B. End , GCpi=O 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 nonconcurreni 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 219 lb uplift at joint 1 and 196 lb uplift at
joint 4
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 496 lb down and 130 lb up at
1.0-12, and 496 lb down and 130 lb up at 3-D-12, and 496 lb down and 130 lb up at 5.012 on bottom chord. The design/selection This item has been
of such connection device(s) is the responsibility of others. electronically signed and7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
sealed by Velez, Joaquin, PE
LOAD CASE(S) Standard using a Digital Signature.
1) Dead + Roof Live (balanced): Lumber Increase= 125, Plate Increase=1.25 Printed copies Of this
Undorm Loads (plf) document are not considered
Vert. 1-3-30. 1-4-10 signed and sealed and the
Concentrated Loads (Ib)
Vert 7=-496(B) 8=-496(B) 9=496(B) signature must be verified
on any electronic copies.
Joaquin Vela PE No.68182
MiTek USA, Inc. FL Cert $634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 29,2018
0 WARNING - Verffy daslgn peramaNre and READ NOTES ON THIS AND INCLUDED WrEK REFERENCE PAGE WiL7473 new 10O7 M5 6EFORE USE.
Design valid for use only won MITeIill, connectors This design is bond only upon parameters shown, and is for an individual building component, not
a truss system Before use, the buildup designer must cony the applicability of design parameters and property incorporate less design ergo the overall
building design Bracing indicated is to prevent bucl0uig of individual truss web emitter chord members only. Additional temporary and permanent bracing WOWalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthe
fabrication. storage, delivery, erection and bracing of trusses and truss systems, NO ANSVTPH Owlity CritaAs. DS049 and SCSI Subding Component 6904 Parke East SW
Safety Information available from Truss Plate Institute. 218 N Lee Street. Suite 312. Alettandits. VA 22314 Tampa. FL 36610
Symbols
PLATE LOCATION AND ORIENTATION
14_ 13f" Center plate on joint unless x, y
I 1 4 offsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and fully embed teeth.
1ry16
i
For 4 x 2 orientation, locate
plates 0- 'I'd' from outside
Numbering System
64-8 dimensions shown in ft-in-sixteenths
Drawings not to scale)
1 2 3
TOP CHORDS
c1.2 c2•3
p rXSt
4
q ry p
U y =
0. sY Ulu' V
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-bmcin , is always9gY required See SCSI
2. Truss bracing must be designed by an engineer For
wide truss spacing, individual lateral braces themselves
may require bracing, or alternative Tor I
bracing should be considered
3 Never exceed the design loading shown and never
stack materials on inadequately braced trusses
4. Provide copies of this truss design to the building
designer, erection supervisor, property owner and
all other interested parties.
p
BOTTOM CHORDS
edge of truss. 8 7 6 5 5. Cut members to Dear tightly against each other.
6 Place plates on each face of truss at each
This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint
required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1.
connector plates. THE LEFT.
7 Design assumes trusses well be suitably protected from
Plate location details available in MiTek 20/20
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSIfrPI 1.
software or upon request.
NUMBERS/LETTERS. 8 Unless otherwise noted, moisture content of lumber
shall not exceed 19% at time of fabrication
PLATE SIZE
PRODUCT CODE APPROVALS 9 Unless expressly noted, this design is not applicable for
ICC-ES Reports: use with fire retardant, preservative treated, or green lumber.
The first dimension is the plate 10. Camber is a non-structural consideration and is the
width measured perpendicular4x4 ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to
to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection.
the length parallel to slots. 11. Plate type, size, orientation and location dimensions
indicated are minimum plating requirements.
LATERAL BRACING LOCATION
12. Lumber used shall be of the spades and sue, and
Indicated by symbol shown and/or
by text in the bracing section of the
Trusses are designed for wind loads in the plane of the
truss unless otherwise shown.
in all respects, equal to or better than that
speed.
13. Top chords must be sheathed or purtins provided at
output. Use T or I bracing spacing indicated on design
if indicated. Lumber design values are in accordance with ANSVTPI 1
section 6.3 These truss designs ref on lumber valuesgy 14 Bottom chords require lateral bracing at ft spacing,
BEARING established by others.
or less, if no ceiling is installed, unless otherwise notedh
15 Connections not shown are the responsibility of others.
Indicates location where bearings
16. Do not cut or alter truss member or plate without prior
supports) occur. Icons vary but 2012 MiTek® All Rights Reserved approval of an engineer.
reaction section indicates joint
number where bearings occur. 17. Install and load vertically unless indicated otherwise.
Min size shown is for crushing only. 18. Use of green or treated lumber may pose unacceptable
environmental, health or performance risks. Consult with
Industry Standards:
project engineer before use
ANSI/TP11 National Design Specification for Metal 19. Review all portions of this design (front, back, words
Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone
DSB-89 Design Standard for Bracing.
is not sufficient
BCSI. Building Component Safety Information, MiTek ® 20 Design assumes manufacture in accordance with
Guide to Good Practice for Handling, ANSIfrPI 1 Ouality Criteria
Installing & Bracing of Metal Plate
Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015
RECORD COPY
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FLORIDA LUMBER ACQUISITIONS - BARTOW,
FLORIDA TRUSS
LOADING CONDITIONS ROOF
TRUSSES FLOOR TRUSSES TOP
CHORD LIVE 200 TOP CHORD LILE 400 ITOP
CHORD DEAD 100 11OP CHORD DEAD 100 STRESS
INCREASE 125 1 STRESS INCKASE 10 IRIS
1.RUSS SYSIEM HAS BEEN DESIGNED WI1H LOADS GENERRIED BY 140 MPFI WINDS
USING 42 PSF IOP DOD DEAD LOAD FWD 30 PSF B0110r, MD 0ERD
LOAD 0 MILES FROM HRRICF9E OCEANLINE CAI 11. EXP B IFASOE 7.10) BJdDER
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1
City of Sanford
Building and Fire Prevention
Permit #
Product Approv
1 8 - 4 7 7 8
cification Form
SANFORD
Project Location Address QS(o-q amj*x l arQ. on orC'
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.floridabuildin-g.org.
The following information must be available on the jobsite for inspections: _
1. This'entire "product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
1. Exterior Doors
Swinging Therma - Tru Single Door FL8871.5
Sliding MI Windows and Doors Series 420 Alum SGD - 2 Panel FL 15332.4
Sectional Clopay Building Products 94rr40-W4 FL15279.20
Roll U
Automatic
Other
2. Windows
Single Hung MI Windows & Doors Series GA 185 Aluminum SH FL 17499.2
Horizontal Slider
Casement
Double Hun
Fixed MI Windows & Doors Series GA 185 Alum Picture Fixed FL15349.1
Awning
Pass Through
Projected
Mullions MI Windows & Doors 5764 Verical Alum Mullion FL 15353.2
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Description(including
Florida Approval #
decimal
3. Panel Walls
Siding James Harding Bldg Products Hardie Panel FL13223.2
Soffits Alpha Aluminum Inc Coils / Soffits FL16544.1
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 F1.7006.1
Underla ments Warrior Roofing 15 and #30 Roofing Felt FL2346.1
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shin les
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coatin
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures c.-. '' - 77 -1. n, '"'
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 Page 1 of 3
Business & Professional Regulation a
t 1
rrr r
jVp
BCIS Home ' Lop In User Registration , Mot TopicsSubMt Surcharge I Stats B FactS j Publications I FBC Staff ! SCIS Site Map I Unks I search
r•A Prod Guth Appf oval
USER:
Product Approval Menu > ProdU[t or Aoolicatbn search > Aonl-cation List > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
FL8871-R8
Revision
2017
Approved
Therma-Tru Corporation
118 Industrial Drive
Edgerton, OH 43517
419)298-1740
rickw@rwbidgconsultants.com
Vivian Wright
rickw@rwbidgconsultints.com
Exterior Doors
Swinging Exterior Door Assemblies
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 12/31/2022
Validated By Ryan J. King, P.E.
G Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
7 2I3i11:-ZaLall<l]IeZ- a0ih7i 7fLTZ iT1
Year
ASTM D1929 1996
ASTM D2843 1999
ASTM D635 2003
ASTM E1300 1998
ASTM E84 2000
ASTM G26 1995
TAS 201, 202, 203 1994
Florida Licensed Professional Engineer or Architect
FL8871 R8 Eouiv (b) Eguivalencv of Standards.odf
http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgty3Ij Wak2nHrp... 2/10/2018
Florida Building Code Online Page 2 of 3
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/17/2017
Date Validated 10/17/2017
Date Pending FBC Approval 10/19/2017
Date Approved 12/12/2017
Summary of Products
FL # Model, Number or Name Description
8871.1 a. "ClassicCraft Rustic" Series 3'6 x 8'0 "Impact" Opaque Fiberglass Radius Top Single
Door (X) - Inswing or Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL8871 R8 11 (b) Inst 8871.1.Ddf
Approved for use outside HVHZ: 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 8871.1 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.1.Ddf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions.
8871.2 b. "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door (X) -
Rustic" Series Inswing or Outswing
Limits of Use - Installation Instructions• '• = '- '-
Approved for use in HVHZ: Yes FL8871' R8 II (b) inst 8871.2.Ddf .
Approved for use outside HVHZ: Yes Verified By: LyKdori F: Schmidt; VXF43409
Impact Resistant: Yes — Created by Independent Third Party: Yes _
Design Pressure: N/A Evaluation Reports
Other: See INST 8871.2 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.2.Ddf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions.
8871.3 c. "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with
Rustic" Series Sidelite (OX or XO) - Inswing or Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL8871 R8 II (b) Inst 8871.3.Ddf
Approved for use outside HVHZ: 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 8871.3 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.3.Ddf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions. (For FiberClassic 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.)
8871.4 d. "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with
Rustic" Series Sidelites (OXO) - Inswing or Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL8871 R8 Il (b) Inst 8871.4.Ddf
Approved for use outside HVHZ: 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 8871.4 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.4.Ddf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions. (For FiberClassic 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.)
8871.5 e. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door (X) -
Series Inswing or Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL8871 RB II (b) Inst 8871.5.Ddf
Approved for use outside HVHZ: 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 8871.5 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8671.5.Ddf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions.
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgty3Ii Wak2nHrp... 2/ 10/2018
Florida Building Code Online Page 3 of 3
8871.6 f. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with
Series Sidelite (OX or XO) - Inswing or Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL8871 R8 II (b) Inst 8871.6.pdf
Approved for use outside HVHZ: 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 FL8871 R8 AE (b) Eval 8871.6.Ddf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions. (For FiberClassic 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. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with
Series Sidelites (OXO) - Inswing or Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL8871 R8 II (b) Inst 8871.7.Ddf
Approved for use outside HVHZ: 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 8871.7 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.7.Ddf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions. (For FiberClassic 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.)
8871.8 h. "Fiber -Classic", "SmoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door (XX) -
ClassicCraR" or "ClassicCraR Inswing or Outswing
Rustic" Series
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL8871 R8 II (b) Inst 8871.8.Ddf
Approved for use outside HVHZ: 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 8871.8 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.8.Ddf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions.
8871.9 i. "FiberClassic", "SmoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door with
ClassicCraR" or "ClassicCraft Sidelites (OXXO) - Inswing or Outswing
Rustic" Series
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FLO871 R8 II (b) Inst 8871.9.Ddf
Approved for use outside HVHZ: 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 8871.9 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.9.Ddf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions. (For FiberClassic 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.)
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IHERMAITRU
0
THERMA TRU DOORS
1 1 6 INDUSTRIAL DR.. EDGERTON, OH 4351 7
SMOOTH STAR & FIBER CLASSIC
FIBERGLASS SINGLE DOOR
INSWING / OUTSWING
GENERAL NOTES "IMPACT,
1. This product has been evaluated and Is in compliance with the 61h Edilion (2017) Florida Building Code (FBC)
structural requirements including the Ir igh Velocity Hurricane Zone' (HVHZ).
2. Product anchors shag be as listed and spaced as shown on details. Anchor embedment to base material shol be
beyond wag dressing or stucco.
3. When used In the "HVHr this product complies wilh Section 1626 of the Fblldo Building Code and does not require
on Impact resistant covering.
4. When used in areas outside of the `HYHr requiring wind bome debris protection, this product complies with FBC
Sections 1609.1.2 3 R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "Er
and includes Wind Zone 4 as defined In ASTM E 1996 and FBC Sections 1609.1.2.2 6 R301.2.1.2.I.
5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2u buck masonry
constnuclion.
6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed
engineer or registered architect.
7. Outswing configurations using coastal s® Item 94 under active doors meet water Inlllration fequirements for 1Mr.
8. Inswing configurations and outswing configuratigns using sill item N5 under the door do not meet the water
Infiltration requirements for the "HVHZ" and shag be installed any In non -habitable areas or at habitable locations
protected by on overhang or canopy such that the angle between the edge of canopy or overhang to sill it less
than 45 degrees.
TABLE OF CONIEMS
DESCRIPTION
1 T al elevolio s, design pressures Ri general notes
2 Door panel detalls moth starRSNEEl'
I
3 Door panel detab Fiber classic)
4 Horizontal Goss seclions
5 Vertical cross sections
6 Buck and frame - 2X buck masonry consWctlon
7 Rom awixifing - IX buck masonry construction
8 Sill of Mateltob 3 Componenls
37.75' MAX.
FRAME WIDTH
36W MAX.
1
PANEL WIDTH I
MxT
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R
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y DOORSWING-'kl s xF.R%IME i `r`--
y' DIMEIJSION.._ POSITIVE $ NEG', ATWE+
INSWING 37.75" x 98.00' 80.0 80.0SMOOTH
STAR
OUTSWING 37.75" x 96.50" 80.0 80.01, 1
INSWING 37.75" x 98.00" 80.0 80.0FIBER
CLASSIC
OUTSWING 37.75" x 96.50" 80.0 80.0
See SMel 8 for design pressure "lallons.
sru: N.T.S.
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INTERIOR
HORIZONTAL CROSS SECTION
NOTE: WOOD DOOR COMPONENTS: PINE (SG >= 0.42)
EXTERIOR
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28.86% OPEN
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NOTE: WOOD DOOR COMPONENTS: FINE (SG >= 0.421
N A.
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EXTERIORINTERIOR T
1 VERTICAL CROSS SECTION J
sr r-h"'alg EXTERIOR
4
VERTICAL CROSS SECTION 5
Inswing contiguradon see
general notes, sheet t to,
HVHrwoterinralration requirements
INTERIOR
EXTERIOR -"•"
t— 'INTERIOR 2
VERTICAL CROSS SECTION stawnw/
Ixsub-wck EXTERIOR
INTERIOR 5
VERTICAL CROSS SECTION Inswing
conligmatlon see
ggeneral notes, sheet 1 I«
i1VHr water I Itrotbn requirements
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VERTICAL CROSS SECTION 1 SOuhwlrgcoroionG
seegeneralrates, sheet 1 for
lWW water Infiltration cl a requirements
a
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EXTERIOR b
VERTICAL CROSS SECTION S
Outswing contigulatbn Vsee
general noises. sheet I Vtlrwaterhlahatbnrequirements
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TYP. HEAD &
MASONRY
JAMBS
OPENING
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1 20
2X BUCK
n
SUCKANCHORING
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the comers may be adjusted to maintain the n*L
edge distance to mortar joints.
2 Concrete anchor locations noted as 'MAX ON CENMR'must be acr)usfed to
maintain the min' edge distance to modorlotnts, additional concrete anchors
may be required to ensure the "MAX. ON CENTER' dimension are not exceeded.
3. Concrete anchor table:
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JAMBS 0 a: It ITO
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mm L
HINGE
JAMB FRAME ANCHORING STRIKE JAMB Masonry
2X buck coralrucilon ANCHOIk.
R ANCHORMIN.;i-- _.:
MIN. CLEARANCE. .. MIN.'CLEARANCE 1 -'.
1 SIZE: EMBEDMENT....'..:... MBEDMENT. JOMASONRY*. TQ4DjACENT' ANCHOR.
ITIN
r
4" TAPCONOELCO
0 114- 1_1/1r 1. 4" JULTRACON
I WOOD
SCREW INSTALLATION NOTES: distance.
d I"o.c. sDocIna of 1. Maintain a minimum 5/8"edge distance, O'er wood
screws to prevent the spliffing of wood. HINGE
DETAIL LATCH &DEADOOLTOETAll. LLI
OWS
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CONCRETE ANCHOR NOTES: FRAME ANCHORING
1. Concrete anchorlocatiom at the comers may be o4wted to mc*italn the min. Masonry I X buck construction 12 1!! • Lu Lu
dbta tomortaldrts. A 2=
t,=olocafbns noted as 7NAX. ON C&aW must be acglated to 12 s maintain the
min. edge distance to mortar joints. oMflonof concrete anchors L may be
reqt*ed to erwe the 7AAX ON C&MIr dmenslon are not exceeded. or . ... ....... 3.
Concrete
anchor table: MIN..CLEARANCE %
MIN. CLEARANCE 12 -j,
ANCI4.0R'*. t(P ANCR TOMASONRY..:
TO-ADJACEMr.. ANCHOR 0
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TA/CON
BIU OF MATERIALS
REM DESCRIPTION MATERIAL
A IX BUCK SG>=0.55 WOOD
B 2X BUCK SG - 0.55 WOOD
C MAX. 1/4"SHIM SPACE WOOD
D 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL
E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
G 3/16' X 3.1/4" PFH ITW CONCRETE SCREW STEEL
J 1 /4" X 3.3/4" PFH ITW CONCRETE SCREW STEEL
L N 10 X 2-1/7 PFH WOOD SCREW I.I5- MIN. EMBEDMENT STEEL
1 INSWING ADJUSTABLE THRESHOLD IS300AJ ALUM./W000
2 INSWING THRESHOLD (WWHPSI ALUMJCOMP.
3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD ISP30M ALUM./COMP.
4 OUTSWING COASTAL THRESHOLD ALUM./WOOD
5 OUTSWING STANDARD THRESHOLD ALUM./WOOD
6 INSWING THRESHOLD ALUM./COMP.
7 DOOR BOTTOM SWEEP VINYL
8 JAMB PINE SG - 0.42 WOOD
9 JAMB OAK SG >= 0.42 WOOD
10 WEATHERSTRIP FOAM
11 HINGE STEEL
12 R 10 X 3/4" PFH SCREW STEEL
13 N9 X 3" PFH WOOD SCREW STEEL
14 LATCH STRIKE PLATE STEEL
15 SECURITY STRIKE PLATE STEEL
16 8 X 2-1 /2" PFH SCREW STEEL
17 N8 X 3/4" PFH SCREW STEEL
18 KWIKSET SERIES PASSAGE LOCK STEEL
19 KWIKSET SERIES OEADBOLT 660 STEEL
40 SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS
41 DOOR SKIN 0.077 THK. SMOOTH STAR = 6.000 PSI MIN. FIBERGLASS
42 TOP RAIL SMOOTH STAR COMP.
43 LOCK STILE SMOOTH STAR WOOD/LVL
44 HINGE STILE SMOOTH STAR WOOD
45 BOTTOM RAIL SMOOTH STAR COMP.
46 PANEL REINFORCEMENT 0.023" THK. SMOOTH STAR STEEL
47 FOAM CORE POLYURETHANE
60 FIBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS
61 DOOR SKIN 0.137" THK. FIBER CLASSIC = 6,000 PSI MIN. FIBERGLASS
62 TOP RAIL FIBER CLASSICI COMP.
63 LOCK STILE FIBER CLASSIC W000/LVL
64 HINGE STILE FIBER CLASSIC WOOD
65 BOTTOM RAIL FIBER CLASSIC COMP.
66 PANEL REINFORCEMENT 0.023" THK. FIBER CLASSIC STEEL
67 1 FOAM CORE POLYURETHANE
I— 4.56'
I
y e H.E.ao a srD
J
CfW 11
T THREs OLD
hswfip G*Aloble
THRESHOLD
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5.75'
F
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Florida Building Code Online Page 1 of 3
ra
BCIS Home ' Log In User Registration j Not Topics Submit Surcharge I Stats 6 Facts i Publications FBC SUM SCIS Site Map I UnkS Search j
olida
x Product ApprovalaoUSER: Public User
Product Approval Menu > Product or Application Search Application Ust > Appliotion Detail
FL # FL15332-R4ter
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived t7
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz, PA 17030
717) 365-3300 Ext2560
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
0 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 Assurance Contract Expiration Date 12/31/2018
Validated By Steven M. Urich, PE
1J Validation Checklist - Hardcopy Received
Certificate of Independence FL15332 R4 COI FLCOI.pdf
Referenced Standard and Year (of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2008
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvd) Id... 2/1/2018
Florida Building Code Online Page 2 of 3
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 tF Model, Number or Name Description
15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON -
REINFORCED
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15332 R4 II 08-00500E.odf
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 510807D.odf
PRESSURE RATINGS Created by Independent Third Party: Yes
15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON -
REINFORCED
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15332 R4 II 08-00498E.odf
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 510805D.Ddf
PRESSURE RATINGS Created by Independent Third Party: Yes
15332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO
REINFORCED 145-3/4"x96'
Limits of Use Installation Instructions' -
Approved for use in HVHZ: No FL15332 R4 II 08-02248C.Ddf
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 512968C.Ddf
PRESSURE RATINGS Created by Independent Third Party: Yes
15332.4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX
REINFORCED 96"x96"
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15332 R4 II 08-02249C Ddf
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 512969C.odf
PRESSURE RATINGS Created by Independent Third Party: Yes
15332.5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96"
REINFORCED
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15332 R4 11 08-02250C.Ddf
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 512970C.odf
PRESSURE RATINGS Created by Independent Third Party: Yes
15332.E SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX
ALUMINUM SGD 96"x96"
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15332 R4 II 08-00499E.Ddf
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 510806D.Ddf
PRESSURE RATINGS Created by Independent Third Party: Yes
15332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96"
ALUMINUM SGD
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15332 R4 11 08-00501E.odf
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
https://www.floridabuildincr.oror 2/1 /2018
Florida Building Code Online Page 3 of 3
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE 510808D.Ddf
PRESSURE RATINGS Created by Independent Third Party: Yes
15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON -
REINFORCED
Limits of Use Installation Instructions
Approved for use in HVHZ: No FLIS332 R4 11 08-00502E.odf
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 F.Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE 51080912.Ddf
PRESSURE RATINGS Created by Independent Third Party: Yes
15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX
ALUMINUM SGD 143"x96"
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15332 R4 11 08-00503E.odf
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 5108100.odf
PRESSURE RATINGS Created by Independent Third Party: Yes
Back Ne
contact Us Phone: 950-497.1824
The State of Florida Is an AA/EEO employer. CoDVrtOht 2007-2013 State of FloAda. ;; Privacy Statement :: Accessibility Statement ;; Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records reouest, do not send
electronic mall m this entity. Instead, Obnti ct the office by phone or by -traditional mail. Ifyouu have any questions, please Contact 850.487.23Q5_'Pursuint to _
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If
they have one. The emaft provided may be used for official communication with the licensee. MOwever email addresses'afe public.ncord. If 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.,TO determine If you are a licensee under -
Chapter 455, F.S., please dick jl=. — .. .
Product Approval Accepts:
M2-0-41ED0rm-55-410
Credii*C4rd-
Safe
https://www.floridabuildinor.org/pr/pr app dtl.aspx?param=wGEVXQwtDqtH8572gvdWId... 2/1 /2018
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 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 E1300-04/09 WITH SAFETY GLASS.
7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
B. 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 1/40.
9. DOOR ASSEMBLIES INSTALLED WHERE OVERHUNG 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 110 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 1" MINIMUM EDGE
DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
12. FOR ANCHORING INTO METAL STRUCTURE USE 110 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 SWILL 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 ASTM C-90, GRADE N. TYPE 1 (OR GREATER).
0. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 .048' THICK MINIMUM
15. APPROVED CONFIGURATIONS: OX. XO, XX, XP, PX, XIP, PIX
TABLE OF CONTENTS
SHEET NO. DESCRIPTION
1 NOTES
2 - 3 ELEVATIONS
4 - 10 INSTALLATION DETAILS
RCWsoRs,
DFSCRVRON alE APPR94ED
ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L
REVISED INSTALLATION DETAILS 08/03/15 R.L.
REVISED INSTALLATION DETAILS 06/21/17 R.L.
SIGNED: 0612112017
MI DOOREETRS LLC650DOW$ WEST M RDE 5 fk11It 04f
GRATZ• PA 17030 v •GENSF
SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 6A261
96" X 96"
NOTES 1 , TAT OF , W
Fs F OR10* DRAWW
V.L.
OwD No -
08-02249
REV
C
SME arc mTNTS10/30/13 1 OF 10
Luis R. Lomas P.E.
FL No.: 62514
L RMERTOLOMASP.E.
1432 WOODFORD RD LEMSVILLE. NC 270Y3
434-US-OW lawls® 10MAScom
I
FI
HI
6" MAX -
96' MAX FRAME WIDTH
2) ANCHORS PER LOCATION
SEE CHART 13
FOR NUMBER OF LOCATIONS
REQUIRED
17' MAX
r r-r Q.C. -
6" MAX
17' MAX
O.C.
16"
LAX
AME
ICHT
6" MAX
6' MAX
SERIES 420 SGD REINFORCED WITHOUT ADAPTER
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
t35.OPSF NONE
SEE CHARTS It AND I2 FOR OTHER UNITS nA TINGS
NOTES:
1. MAXIMUM PANEL SIZE: 46 I/1' x 95'
2. MAXIMUM D L.O. • 44 5B' x 90 &8'
HARDWARE SCHEDULE
MOUNTED HANDLE SET (99-04.145) AT 3e 314.ON CENTER FROM PANEL BOTTOM
LLIC TANDEM ROLLERS (99.17.195) AT EACH END OF PANEL BOTTOM RAILS
IM6063-T6 REINFORCEMENT (068) AT ALL PANEL INTERLOCKS
CHART # $
WHERE WATER INFILTRATION RESISTANCE IS REQUIRED.
FF Anm a CHFFT r
REVISIONS'
RLV OESCRWWN MIE APPROVED
A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L.
8 REVISED INSTALLATION DETAILS 08/03/15 R.L.
C REVISED INSTALLATION DETAILS 06/21/17 R.L.
Design pressure chart (Pso
Frame
Shpb Panel and ToW Frame VNdlh In)
Height
in)
J0.0 36.0 42.0 4e.0
60 00 72.00 e4.00 96.00
Pon I Neg I Pos I Neg Pot Nap Pon Nsg
84.0 400 554 40.0 509 400 45.7 400 12.0
ee.0 40.0 1 55.2 1 40.0 1 48.0 400 43.0 394 39.4
92.0 40.0 1 52.4 1 40.0 1 45.4 40.0 408 37.1 37.1
96.0 40.0 1 49.e 1 40.0 1 43.1 36.4 3.. 350 3s.0
CHART f2
WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED.
SEE NOTE 9 SHEET I
Design pressure chart (psQ
Frame
Sh * Panel and Total Frame VWdlh in) .
Helphl
in)60.00
30.0 36.0 420 4e.0
7200 84.00 96.00
Pas Nag Pos Nog Pos Nag
4.0 56.4 584 50.9 50.9 45.7 45.7
ee.0 55.2 55.2 46.0 18.0 13 0 43.0 A35.O35,0
92.0 521 52.1 45.4 45 4 40.6 10.8
0&0 498 498 43.1 431 30.4 36.1
CHART IJ
Number or anchor locations required
Frame Shp& Wnel and Total Frame WIdIh (n)
Height
in)
30.0 J6.0 1 42.0 48.0
60.0 72.0 0 960
Hd5 Jamb HAS Jamb HAS Jamb Hd5 Jamb
l4.0 1W65, 6 6 6 8 6
ee.o 1'6 6 6 6 6
92.0 4 6 6 6 6 6
9e.0 4 8 6 6 6 6
SIGNED: 0612112017
MIAND LLC
650WINDOWESTMARKET STREET
GRATZ, PA 17030
551 1 1IL/o ,
G E N &' ..f 5,
SERIES 420 SGO REINFORCED WITHOUT ADAPTER*
96" X 96"
ELEVATION 7MATOPOF-'toz: OjL1O?''
5/
0NA110aG\\\ ONANN:
L.
V-0224 ONO
NO. 08
REv
C
s
NTS °OE 10/30/13 29 OF 10 L.
ROSERrOLOMASPE. 1432
WOOOFORO RD LEW9SVXLE, NC 2702J 4J4.
6ee•0609 /4mbs®a4masPa.Ciom Luis
R. Lomas P.E. FL
No.: 62514
9
u
FR
HE
96" MAX FRAME WIDTH
1) ANCHOR PER LOCATION
AT HEAD do JAMBS
SEE CHART 84
FOR NUMBER OF LOCATIONS
REQUIRED
6" MAX _ 17" MAX _
O.C. —I 6 MAX
6" MAX
17" MAX
O.C.
6•
AX
kME
GHT
6" MAX
I
2) ANCHORS PER LOCATION
SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL
EXTERIOR VIEW SEE CHART /4
FOR NUMBER OF LOCATIONS
DESIGN PRESSURE RATING IMPACT RATING
REQUIRED
t35.OPSF NONE
SEE CHARTS Of AND 02 SHEET 2 FOR OTHER UNITS RATINGS
HARDWARE SCHEDULE
FLAT MOUNTED HANDLE SET (99-04.145) AT 38 314• ON CENTER FROM PANEL BOTTOM
METALLIC TANDEM ROLLERS (99-17.195) AT EACH END OF PANEL BOTTOM RAILS
AANUM 6063-76 REINFORCEMENT (668) AT ALL PANEL INTERLOCKS
REV6gN5
REV OESCRWTION
A ADDED FLANGE AND FIN INSTALLATION
B REVISED INSTALLATION DETAILS
C REVISED INSTALLATION DEVILS
NOTES:
1. MAXIMUM PANEL SIZE: 48 IQ• x 95•
2. MAXIMUM0L.O.:4456'x9058'
CHART14
Number of anchor loco lions required
FRame
SGgb Panel and Total L WI VNMh (in)
Oght 30.0 1 36.0 42.0 1 48.0
in) 60.0 1 72.0 04.0 96.0
HAS I Jamb I HAS Jamb HAS Jamb HdS Jamb
04.0 1 8 5 6 6 6 6 6
80.0 1 8 5 6 6 6 6 8
02.0 1 6 5 6 6 6 8 8k08.0 1 8 5 6 6 6 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
DRAW* 7 NO p
V.L. 08-02249
5=1 NTS I DATA 10/30/13 SH-3 OF 10
L ROBERTO LOMAS F.E.
1432 WOODFORD RD LEWISVILLE, AC 27023
434.66e o609 Opays®ypnufps.eom
OAIE APPROVED
12/10/13 R.L.
06/03/15 R.L
06/21/17 R L.
SIGNED: 0612112017
0 1 R 111 O,y5
A,•GENSFgiP
TAT OF
yfk)rAa
0
0R10"
ONA'
I
a\\
Luis
R. Lomas P.E. FL
No.: 62514
1/2" MIN.
REVISIONS
REV DEScaN1ION w1E APPNOVE0
EDGE OISTANCE
I A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L
B REVISED INSTALLATION DETAILS 06/03/15 R.L.
1 3/8" MIN. C REVISED INSTALLATION DETAILS 06/21/17 R.L.
WOOD FRAMING
OR 2X BUCK
EMBEIDENT BY OTHERS
7 1/
4" MAX. SHIM
810
WOOD
SPACE 1
3/8" MIN. 1/4" MAX. SCREW EMBEDMENT
I SHIM SPACE r INTERIOR1/2"
MIN. ' EDGE DISTANCE
po WOOD
SCREW WOOD
FRAMING
OR 2X
BUCK BY OTHERS
EXTERIOR 11
11 11 11 INTERIOR SILL TO
BE SET IN A BED
OF APPROVED SEALANT
MIN. ENT
AIN.
cwc
UIDTANCE
VERTICAL CROSS
SECTION WOOD FRAMING
OR 2X BUCK 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 S10 WOOD
SCREW WOOD
FRAMING
OR 2X
BUCK BY OTHERS
JAMB INSTALLATION
DETAIL WOOD FRAMING
OR 2X BUCK INSTALLATION SIGNED: 06a
II2017 MI WINDOWS
AND DOORS LLC 650 WEST
MARKET STREET GRATZ, PA
17030 J\5 ;L'• L D f i G E
N SF SERIES 420
SCD REINFORCED WITHOUT ADAPTER 4Tr,A4T760'FFRAME INSTALLATIONDETAILS,0 W i'F•'(
pR10p •• C M1 . owo N0. aEv 08 C
SS/OIIIAl11Ea0' SMILE NTSGATESIE14910/30/13 OF 10 Luis R.
Lomas P.E. L ROBERTO
LOMAS P.E. 1132 WOOOFORO
RO LEWISVILLE. NC 2T023 17Ifii+tr
160609 NenusMusp camFLNo,: 625I4
1 1/2" MIN 1" MIN.
SEPARATION EDGE DISTANCE
1 1/4" MIN.
a• . ' EMBEDMENT
CONCRETE/
MASONRY L
1/4" MAX. BY OTHERS rL SHIM SPACE
OPTIONAL
lx BUCK
TO BE
PROPERLY
SECURED
SEE NOTE 3
SHEET I
3/16" TAPCON
3/16" TAPCON
MASONRY/
CONCRETE
BY OTHERS
EXTERIOR II II II II INTERIOR
SILL TO IN
A BED OF
APPROVEDESSEALANT
4' .• F
A. 1 1/4" MIN.
ate' , . • EMBEDMENT
4
d
2 7/8" MIN 1" MIN.
SEPARATION EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRET&MASONRY INSTALLATION
REV SIDNS
OESCRFWH WE A//ROVED
ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L.
REVISED INSTALLATION DETAILS 08/03/151 R.L
REVISED INSTALLATION DETAILS 06/21/17 R.L.
1 1/4" MIN.
EMBEDMENT
1/4" MAX.
SHIM SPACE
MIN. INTERIOR
EDGE • , •• ,•
DISTANCE
3"
MIN . • { t
SEPARATION •
3/16" TAPCON EXTERIOR -
CONCRETE/MASONRY
BY OTHERS JAMB INSTALLATION DETAIL
CONCRETE/MASONRY INSTALLATION
OPTIONAL 1 x BUCK
TO BE PROPERLY
SECURED
SEE NOTE 3 SHEET 1
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 62112 SIGNED; 0&21/2017
MI WINDOWS AND DOORSLLC o6soMARKETSTREETPA
GEMS,"GRATZ17030S1ft..
t SERIES
420 SGD REINFORCED WITHOUT ADAPTER 6 = 96"
x 96" i = y FRAMEINSTALLATIONDETAILS0TATOF i A` ORANN:
REvO
s V.L. 7N0. 08-02249 C i,I0NA?\\\ j 11T SCALENTSDATE10/30/ 13 SST 6 OF 10 I I LROSERTOLOAMSRE 14321V000FORD
RD
LEWISVILLE. IVC 2702J LUI9 R. Lomas P.E. 434.666.
0609 dbeus&I mespecom FL No.: 62514
METAL
STRUCTURE
BY OTHERS
I
1/2" MIN.
EDGE rDISTANCE
1/4" MAX.
Q ® r SHIM SPACE
REWSMS
REV OESCR17110/1 M1E M7ROVE0
A ADDED FLANGE AND FIN INSTALLATION 17/10/13 R.L.
0 REVISED WSTALIATION DETAILS 08/03/15 R.L.
C REVISED INSTALLATION DETAILS 06/21/17 R.L.
r
1 /4" MAX.
SHIM SPACE
110 SMS OR
SELF DRILLING T- INTERIORSCREW
1/2" MIN.
EDGE DISTANCE
aEXTERIORINTERIOR
4
SILL TO BE SET IN
J 10 SMS ORABEDOF
SEALANT SELF DRILLING
SCREWS
10 SMS OR METAL
SELF DRILLING STRUCTURE
SCREW BY OTHERS EXTERIOR
METAL
STRUCTURE
BY OTHERS OMIN. JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
1/2"
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION SIGNED: 06/21/2017
MI WIN650DOWT LLC Ia IIt !p/'f1MARKETSTDRSREET5GRATZ, PA 17030 GENS.9s%
SERIES 420 SCD REINFORCED WITHOUT ADAPTER o g2 • it
I • 96" X 96" 11
i FRAME INSTALLATION DETAILS a_ ATAT OF NOTES:
LWN
DRAWN
owC No. REV, i'•• F(pR10P• 1. INTERIOR AND CXTER/OR FINISHES, BY OTHERS, 08 —0224 C G \\ SIONAII?\\\\
FORCLARITY. 2.ERIMETERANDJOINT SEALANTBYOTHERS TOBE AE NTS W1E 10/30/13 S"[Ll59 OF 10 DESIGNED IN ACCORDANCE
WITH ASTM E2112 L.ROSERTOLOMASPE, LUIS
R. Lomas
P.E. 1432 W47ODFORO ROLEW/SVILLE, NC 27029 434-MO-Mg
Rlanus@blxwspvcrom FL No.: 62514
WOOD FRAMING
OR 2X BUCK
BY OTHERS
EXTERIOR
10 WOOD
SCREW
I
WOOD FRAMING
OR 2X BUCII
BY OTHER.
1/2- MIN.
r EDGE DISTANCE
1 3/8- MIN.
EMBEDMENT
1/4" MAX.
SHIM SPACE
I10 WOOD
SCREWS
INTERIOR
0 BE SET IN
OF
VED SEALANT
MIN.
BENT
1 3/8, MIN.
EMBEDMENT
T--
1/2" MIN.
EDGE DISTANCE
10 WOOD
SCREWS
WOOD FRAMING
OR 2X BUCK
BY OTHERS
REVISIONS '
REV DESCRWRON DATE APPROVED
A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R,L
B REVISED INSTALLATION DETAILS 015/03/I5 R.L.
C REVISED INSTALLATION DETAILS 06/21/17 R.L.
1/4' MAX.
SHIM SPACE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
EDGE DISTANCE T-' SIGNED: 0612112017
MI WINDOWS
650W ST
ANDDOORS STREETLLCGRATZ,
PA 17030 5\
ll
lllLO,//' GENS41
1V0
6 • * - CROSSVERTICAL
SECTIONWOOD
RAMIINGOR2XBUCKINSTALLAION SERIES 420
SGD REINFORCED WITHOUT ADAPTER 96" X
96" 7/ry/
A NOTES: I.
INTER/
OR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN
FOR CLARITY, 2. PERIMETER
AND JOINT SEALANT BY OTHERS TO BE DESIGNED lNACCORDANCE
WITH ASTME2112 FLANGE INSTALLATION DETAILS
TAT OFF 0. i icFCOM''\
i1'S "' • i///NA1L`\` Luis
R. Lomas
P.E. FL No.: 62514
ORAW V.L.
DWO
NO' 08-
02249 REV
C scrLF
a1E
9/
EET NTS 10/30/ 13 7 OF 10 L,ROBERTOLOMASPE. 1432
WOODFORD RD
LEWISVILLE, NC 2M23 434.618•0609
Abrtus D6bmaspe com
1/2- MIN.
EDGE
DISTANCE
METAL
STRUCTURE
BY OTHERS
010 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. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
1/4' MAX.
SHIM SPACE
010 SMS OR
SELF DRILLING
SCREW
INTERIOR
L TO BE SET IN
BED OF
PROVED SEALANT
REvulorrs
REV N17E AWW40
A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L
B REVISED INSTALLATION DETAILS 00/03/15 R.L.
C REVISED INSTALLATION DETAILS 06/21/17 R.L
1/4' MAX.
SHIM SPACE
1/2"
MIN.
EDGE
DISTANCE
10 SMS OR
SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED: 0&21/2017
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
0%jIilIIIn//,
5 i-:. 0
GRATZ. PA 17030 GEfVSF'9`F'•
0 5 • it= SERIES 420 SGO REINFORCED WITHOUT ADAPTER
96" X 96"
FLANGE INSTALLATION DETAILS o • TAT OF
4F•'°(OR10P' Mwit owc Ra aEv
08 —022 C tIIIII10aG`\\
Luis R. Lomas P.E.
SCAM NTS R 89 OF 1010/30/13
LROBERIOLOMASP.E.
1432 WOODFORD RD LEWISVXLE, NC 2Mn
434- 4M i2xnas®Ebm,,gw c m FL No.: 62514
1 1/2' MIN.
SEPARATION
1' MIN.
EDGE DISTANCE
RLY190
REV 015N G
DATE
AVPROVE0 A
ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B
REVISED INSTALLATION DETAILS 05/03/15 R.L. C
REVISED INSTALLATION DETAILS 06/21/17 R.L. 1
1/4" MIN. a ;
a:.
EMBEDMENT
1 1/4' MIN. CONCRETE/ MASONRY
L 1/
4" MAX' EMBEDMENT
BY
OTHERS SHIM
SPACE OPTIONAL
J 1/4' MAX. 1XBUCKIrSHIMSPACETOBEPROPERLY
MIN I INTERIOR SECURED
SEE
NOTE 3 EDGE SHEET
I DISTANCE 3/
16- TAPCON L 3'
EXTERIOR
INTERIOR MIN. I SEPARATION
SILL
TO BE SET IN A
BED OF 3/16- TAPCON EXTERIOR APPROVED
SEALANT 3/
16- TAPCON CONCRETE/
MASONRY JAMB INSTALLATION DETAIL BY
OTHERS CONCRETEAUASONRYINSTALLATION MASONRY/
A\' I OPTIONAL IX BUCK CONCRETE
ISECURED TOBEPRROPERLYBY
OTHERS SEE
NOTE 3 SHEET .1 NOTES:
A'
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, a
1 1/4' MIN. NOT SHOWN FOR CLARITY. e , . '
EMBEDMENT 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE n
DESIGNED IN ACCORDANCE WITH ASTM E2112 4, '
SIGNED: 0612112017 MI
WINDOWS AND DOORS LLC 01jP.i1fill// 2
7/6' MIN. _ 1- MIN. 650 WEST MARKET STREET 7 SEPARATIONEDGEDISTANCEGRATZ, PA '17030 CENs VERTICAL
CROSS SECTION SERIES 420 SGO REINFORCED WITHOUT ADAPTER CONCRETE/
MASONRYINSTALLATION 96" X 96" VOF'- FLANGEINSTALLATIONDETAILSoTATata(i,/' I
ORN1N: ORG NO. REV s :c DR10: 0a99Cs-
uc aR S/ONA11 a\\ NTS10/30/13 OF 10 LROBERiOLOUASP.
E. 1432
WOODFORD RD LEMSVILLE• NC 27023 Luis R. Lomas P.E. 434.
6A1-0509 Amn s@&bm W cnm FL No.: 62514
WOOD FRAMING
BY OTHERS
1 1/4'
MIN.
EMBEDMENT
APPROVED
SEALANT
BEHIND FIN
8 WOOD
SCREW
APPROVED
SEALANT
BEHIND FIN
18 WOOD
SCREW
7/16' MIN
EDGE DISTANCE
EXTERIOR
1/4 MAX
SHIM SPACE
7/16" MIN
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
WOOD
FRAMING
BY OTHERS INTERIOR TRIM
REV oESCRIPIgN MTE A9%lOV[D
A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L.
B REVISED INSTALLATION DETAILS 08/03/IS R.L.
C REVISED INSTALLATION DEVILS 06/21/17 R L.
1 5/8' MIN.
EDGE GIST.--
A
TRIM °
1 1/4' MIN.
INTERIOR EMBEDMENT
MASONRY/CONCRETE
BY OTHERS
I BUCK BY OTHERS,
HOOK STRIP 1X BUCK TO BE
a
PROPERLY SECURED
I 3/16'
TAPCON
EXTERIOR
PANEL INTERLOCK
HOOK STRIP INSTALLATION
MASONRY/CONCRETE
1/2" MIN. METAL STRUCTURE
1/2' MINEDGEBYOTHERSrDISTANCEEDGEDISTANCE
ITRIM
INTERIOR
1/4' MAX. 1 3/8" MIN.
SHIM SPACE EMBEDMENT
HOOK STRIP
INTERIOR
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
FOR SILL INSTALLATION SEE SHEETS 4•9.
STRIP aN
0 SELF DRILLINGHOOKSCREW
010 W000 PANEL
SCREW EXTERIOR INTERLOCK
EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION
METAL STRUCTURE
HOOK STRIP INSTALLATION SIGNED: 0612112017
2X BUCK4VOOD FRAMING
MI RS LLC R 11t1OWESTi// 650WINDOWS MA STOREET 5
GRATZ, PA 17030 kG NS:9'i
SERIES 420 SGO REINFORCED WITHOUT ADAPTER 0 626 it=
96" X 96"
NAILFIN $ HOOK IMSTALLATION DETAILS STATE OF
NOTES: MDRAW. Lv N1. INTERIOR AND ERtOAFIN/SHES,BYOTHERS, V.L. CSHOWNFORCLARITY.
G\
2. PERIMETER AND JOINT SEALANT BY OTHERS TOBE N10/30/13 10 OF 10 j1L0 DESIGNED
INACCOROANCEWITHASTME2112 LR09ERTOLOMASRE LUIS
R. Lomas P.E. I172WOODFORDNOLEWISVILLE, NC 27023 1
U•6dl.0M AbmasOft msppmm FL No.: 62514
Florida Building Code Online Page 1 of 6
i t • I -' I • I
SCIS Moore Log In I User Registration Not Topics Submit Surcharge Stats 8 Facts i Publications FaC Stall BCIS Site Map Unks Search
Or Produd ApprovalW-0- USER: Public user
Product Approval Menu > Product or Application Search > Application Ust > Application Detail
FL x FL15279-R5
Application Type Revision
Code Version 2017
Application Status Approved
Comments reapply 11/28/17
Archived p
Product Manufacturer Clopay Building Products Company
Address/Phone/Email 8585 Duke Blvd.
Mason, OH 45040
513) 770-6062
mwesterfield@clopay.com
Authorized Signature Scott Hamilton
shamilton@clopay.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency Intertek Testing Services NA, Inc.
Validated By Gary Pfuehler
G Validation Checklist - Hardcopy Received.
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Standard
ANSI/DASMA 108
ANSI/DASMA IIS
ASTM E1886
ASTM E1996
ASTM E330
Year
2005
2005
2002
2002
2002
Florida Licensed Professional Engineer or Architect
FLIS279 RS Eauiv 20170809 - FBC - DASMA 108 eouiv.odf
FL15279 R5 Eauiv 20170809 - FBC - DASMA 115 eauiv.odf
Method 1 Option A
08/10/2017
11/29/2017
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv;yVVKJZ IQ... 2/1 /2018
Florida Building Code Online Page 2 of 6
Date Pending FBC Approval
Date Approved 12/05/2017
Summary of Products
Go to Page Q a irk O Page 1 / 8 0 LI
FL # Model, Number or Name Description
15279.1 001 W3-09 DSIE-1A171: 2050, 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.;
2051, 2053, 4050, 4051, 4053, 62, interior skin 29 ga. min.) Single -Car (up to 9'0" wide)
64, 65, 62G, 62LG, 64G, SDP38, WINDCODE(D W3 Garage Door
SFL38, SRP38, 134, 135, 136,
6130, 6131, 6133
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL15279 R5 C CAC Letter with proof of contract and oroof
of insoection.odf
Impact Resistant: N/A
Design Pressure: +20 PSF/-20 PSF
FL15279 R5 C CAC W3 Listing intertek.odf
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
windborne debris regions. The product without glazing DOES
FL15279 R5 II 1016S5-Rev12.odf
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:
15279.2 002 W3-09 DSIE-1A471: GD1SP, Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated
GR1SP, GD1LP, GR1LP, AR1SP, EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.)
AR1LP, ED1SP, ED1LP, 4132, 2132, Single -Car (up to 9'0" wide) WINDCODE® W3 Garage Door
6132, SFC38, MFC38
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +20 PSF/-21 PSF
FL15279 RS-C-CAC Letter with oroof of contract and proof
of insoection.pdf - -
FLIS279 R5 C CAC W3 Listing Intertek.pdf
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 FL15279 R5 II 103952-Rev0l.pdf
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-1A171: 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)
HDPL13, 7130, 7131, 7133, 8130, WINDCODE® W3 Garage Door
8131, 8133
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FLIS279 R5 C CAC Letter with proof of contract and oroof
of insoection.odf
Impact Resistant: N/A FLIS279 R5 C CAC W3 Ustino Intertek.odf
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 FL15279 R5 II 104175-RevOl.odf
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, 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.;
2051, 2053, 4050, 4051, 4053, 62, interior skin 29 ga. min.) Double -Car (9'2" to 16'0" wide)
64, 65, 62G, 62LG, 64G, SDP38, WINDCODE® W3 Garage Door
SFL38, SRP38, 134, 135, 136,
6130, 6131, 6133
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FLI5279 R5 C CAC Letter with proof of contract and oroof
of msoection.Ddf
Impact Resistant: N/A
Design Pressure: +20 PSF/-21 PSF
FLIS279 R5 C CAC W3 Listing Intertek.odf
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
windborne debris regions. The product without glazing DOES
FL15279 R5 II 101820-Revl3.odf
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:
15279.5
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv;yVVKJZ 1 Q... 2/1 /2018
Florida Building Code Online Page 3 of 6
005 W3-16 DSIE-1A471: GD1SP,
GR1SP, GD1LP, GR1LP, AR1SP,
AR1LP, ED1SP, ED11-P, 4132, 2132,
6132, SFC38, MFC38
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: 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 windbome
debris regions (ref 1609.1.4 FBC).
15279.6 006 W3-16 DSIU-1A171: 9130,
9131, 9133, HDP13, HDPF13,
HDPL13, 7130, 7131, 7133, 8130,
8131,8133
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: 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 windbome
debris regions (ref 1609.1.4 FBC).
15279.7 007 W3-16 PAN-2F153: 73, 1500,
75, 190, 84A, 94, 42, 48, 55, 42B, 148B,55S,4RST,6RST,4RSF,6RSF
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: 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).
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
FL15279 R5 C CAC Letter with proof of contract and oroof
of insoection.pdf
FLIS279 R5 C CAC W3 Listing Intertek.pdf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FLIS279 R5 II 104028-RevOl.odf
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.;
interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide)
WINDCODE® W3 Garage Door
Certification Agency Certificate
115279 R5 C CAC Letter with proof of contract and proof
ofinsoection.odf
FL15279 R5 C CAC W3 Listina Intertek.odf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FLIS279 RS If 104168-RevOl.odf
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
FLI5279 RS C CAC Letter with proof of contract and proof
of insoection.pdf
FL15279 RS C CAC W3 Listina Intertek.pdf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FL15279 R5 II 101308-Revl2.odf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.8 008 W4-09 DSIE-lF171: 4300,
4301, 4310, 4400, 4401, HOG,
HDGL, HDGF, 66, 66G, 67, 67G,
68, SP200, SF200, SE200, 6200,
6201, 6203
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
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FLIS279 RS C CAC Letter with proof of contract and oroof
of inspection.pdfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No FL15279 R5 C CAC W4 Listing Intertek.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 FLIS279 RS II 101652-B-Revi l.odf
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:
15279.9 009 W4-09 DSIE-1F471: GD2SP,
GR2SP, GD2LP, GR2LP, AR2SP,
AR2LP, ED2SP, ED2LP, 4302,
HDGC, 6202, SFC68, MFC68
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +28 PSF/-29 PSF
Other: The standard glazing available for this product
meets the wind load requirements of the building code but
Gallery/Artistry/Expressions: 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
F115279 RS C CAC Letter with proof of contract and proof
of inspection.odf
FL15279 R5 C CAC W4 Listina Intertek.pdf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FLIS279 R5 II 103969-B-RevO2.pdf
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 2/ 1 /2018
Florida Building Code Online Page 4 of 6
DOES NOT meet the impact resistant requirement for Verified By: Intertek Testing Services NA, Inc.
windborne debris regions. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.10 010 W4-09 DSIU-1F171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.;
9201, 9203, HDP20, HDPF20, interior skin 27 ga. min.) Single -Car (up to 9'0" wide)
HDPL20, 7200, 7201, 7203, 8200, WINDCODE® W4 Garage Door18201,8203
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 regions (ref 1609.1.4 FBC).
Certification Agency Certificate
FLIS279 R5 C CAC Letter with proof of contract and proof
of inspection.odf
FL15279 RS C CAC W4 Listina Intertek.pdf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FLIS279 RS II 104183-Rev0l.pdf
Verified By: Intertek Testing*Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.11 011 W4-09 DSIUO-1K479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.;
Ridge/Brookstone interior skin 27ga. min.) with Overlay Single -Car (up to 9'0"
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: +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 windbome
debris regions (ref 1609.1.4 FBC).
Certification Agency Certificate
FLIS279 RS C CAC Letter with oroof of contract and proof
of inspection.odf
FLIS279 R5 C CAC W4 Listing Intertek.Ddf
Quality Assurance Contract Expiration Date
OS/21/2028
Installation Instructions
FLIS279 R5 II 104456-RevOl7odf -_
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports '
Created by Independent Third Party:
15279.12 012 W4-09 PAN-21`151: 73, 1500, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide)
75, 190, 84A, 94, 76, 42, 48, 55, WINDCODE® W4 Garage Door
42B, 488, 55S, 4RST, 6RST, 4RSF,
6RSF, 2RST, GDSS, GDSSV, GRSS,
GRSSV, ARSS, AR5SV, 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
windborne debris regions.
15279.13 013 W4-09 PAN-2F441: G4S, GS4,
G4L, GL4, GD4S, GD4L, GR4S,
GR4L, G4SV, GS4V, G4LV, GL4V,
GD4SV, GD4LV, GR4SV, GR41_V,
E4S, E4L, ED4S, ED4L, E4SV, E4LV,
EDSSV, ED4LV, SS4, SL4, A114S,
AR4L, SS4V., SL4V, ARASV, AR4LV
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
windborne debris regions.
Certification Agency Certificate
FL15279 R5 C CAC Letter with proof of contract and proof
of inspection.pdf
FL15279 RS C CAC W4 Listina Intertek.odf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FL15279 RS II 300159-B-Revl6.pdf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single -
Car (up to 9'0" wide) WINDCODE® W4 Garage Door
Certification Agency Certificate
FL15279 RS C CAC Letter with proof of contract and proof
of insoection.pdf
FLIS279 R5 C CAC W4 Listing Intertek.Ddf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FLIS279 RS II 103486-B-Rev08.pdf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.14 014 W4-09 SPO-21`449: Grand Steel Pan (min. 24 ga.) with Overlay Single -Car (up to
Harbor, Stone Manor 9'0"wide) WINDCODE® W4 Garage Door
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv")yVVKJZ 1 Q... 2/1/2018
Florida Building Code Online Page 5 of 6
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: 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
windborne debris regions. The product without glazing DOES
comply with the Impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC),
15279.15 015 W4-16 DSIE-IF171:4300,
4301, 4310, 4400, 4401, HDG,
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 HVHZ: 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
windborne debris regions.
15279.16 016 W4-16 DSIE-11`471: GD2SP,
GR2SP, GD2LP, GR2LP, AR2SP,
AMP, ED2SP, ED2LP, 4302,
HDGC, 6202, SFC68, MFC68
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: 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
windborne debris regions.
Certification Agency Certificate
FL15279 R5 C CAC Letter with proof of contract and proof
of inspection.pdf
FL15279 RS C CAC W4 Listino Intertek.odf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FLIS279 R5 II 103549-Rev06.odf
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.) Double -Car (9'2" to 16'0" wide)
WINDCODE® W4 Garage Door
Certification Agency Certificate
FL15279 R5 C CAC Letter with proof of contract and proof
of inspection.tidf
FLIS279 RS C CAC W4 Listing Intertek.Ddf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FL15279 R5 If 101481-B-Rev13.Ddf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS
exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -
Car (9'2" up to 16'0" wide) WINDCODEi& W4 Garage Door
Certification Agency Certificate
FL15279 R5 C CAC Letter with proof of contract and proof
of inspection.Ddf
FL15279 R5 C CAC W4 Listing Intertek.Ddf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FL15279 R5 II 104029-8-Rev03.pdf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.17 017 W4-16 DSlEO-IF479: Double Skin Insulated EPS (exterior skin 27 ga. min.;
Coachman/Settlers/Affinity interior skin 279a. min.) with Overlay Double -Car (up 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 PSF/-25 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 wmdbome
debris regions (ref 1609.1.4 FBC).
15279.18 018 W4-16 DSIU-1F171: 9200,
9201, 9203, HDP20, HDPF20,
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
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
Certification Agency Certificate
FLIS279 R5 C CAC Letter with proof of contract and proof
of inspection.pdf
FLIS279 R5 C CAC W4 Listing Intertek.odf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FL15279 R5 II 103046-Rev07.pdf
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.;
interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide)
WINDCODE® W4 Garage Door
Certification Agency Certificate
FL15279 R5 C CAC Letter with proof of contract and oroof
ofinspection.odf
FLIS279 R5 C CAC W4 Listing Intertek.odf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FLIS279 R5 II 104169-Rev0l.pdf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
https://www.floridabuilding.org/i)r/pr app dtl.aspx?param=wGEVXQwtDqv')yV VKJZ 1 Q... 2/ 1 /2018
Florida Building Code Online Page 6 of 6
15279.19 019 W4-16 DSIUO-1K479: Canyon
Ridge/Brookstone
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
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
15279.20 020 W4-16 PAN-2F153: 73, 1500,
75, 190, 84A, 94, 42, 48, 55,
4RST, 611ST, 4RSF, 6RSF, GOSS,
GDSSV, GRSS, GRSSV, ARSS,
ARSSV, EDSS, 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
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions.
Go to Page
Double Skin Insulated PUR (exterior skin 27 ga. min.;
interior skin 27ga. min.) with Overlay Double -Car (9'2" to
16'0" wide) WINDCODE® W4 Garage Door
Certification Agency Certificate
FLIS279 RS C CAC Letter with oroof of contract and Droof
ofinsoection.odf
FLIS279 R5 C CAC W4 Listing Intertek.Ddf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FLIS279 R5 II 104457-ReV02.Ddf
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
FL15279 R5 C CAC Letter with proof of contract and proof
oflnsoection.Ddf
FLIS279 R5 C CAC W4 Listing Intertek.Ddf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FL35279' R5 II 101711-B-Rev15.odf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third. Party:— -
Back1 Nest
40 O Pagel/80 0
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: aso-A87-1824
The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Flonda.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. if you do not want your e-mail address released In response to a public -records request, do not send
electronK mad to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850 487.1395. 'Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, i'Kmsees licensed under Chapter 455, F.S. must provide the Department with an erhad address If
they have one. The emalls Provided may be used for official communication with the licensee. However email addresses are public record. If 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. To determine If you area licensee under
Chapter 4S5, F.S., please dick here .
Product Approval Accepts:
100-M-1®tro-01 -5
Crt3dt Card -
Safe
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 2/1/2018
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MAX STANDARD SIZE 6 42-1/2'16'. IMPACT
RESISTANT GLAZING IS 21-5/6•.14-1/°•.
SECTION A -A /SIDE NEW)
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If DENSITY POLYSIYRENE FONT U UlAT00N
1-5/16' THICK WITH VINYL IWRCELL
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25 GA MW, GALV. STEEL SKIN
WITH A BAKED -ON PRIMER.
AND A BAKED -ON POLYESTER
TOP GOAT APPLIED TO BOTH
SIDES OF STEEL SIGN.
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14 cA GALV. ROLLER HINGE.
EACH HINGE FASTENED TO END
STILES WITH (4) /105/8'
SHEET METAL SCREWS AND (4)
1/4'.3/4' SELF TAPPING
SCREWS. SEE NEW V.
TALL . 20 GA GALV. STEM U-BARS IN
A 2-1-2-1 PATTERN (LE. TWO U-BARS
ON BOTTOM SECTION, ONE U-BNI ON HM
SECTION. ETC.). EACH U-BAR ATTACHED
PER Si1lE1/ J/4' SELF TAPPING SCREWS
AT'TACHEDWITHV. (2)/14 5/6' SHEET METAL SCREWS.
ALUMINUM EXTRUSION
A VINYL WEATHERSTRIP.
OESIGN LOADS: a24.0 PSF k -24 5 PSF
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Florida Building Code Online Page 1 of 4
li
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aCIS Home Log In User Registration Hot Topic Submlt Surcharge Stats It Facts Publications FSC stall j SCIS Site Map Links Search
Or AM
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Product Approval
USER: Public User
Product Approval Menu > Product or ADolkaoon Search > Application LSt > Application Detail
FL FL17499-R3
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)
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
A
MI Windows and Doors
650 West Market Street
Gratz, PA 17030
717) 365-3300 Ext2560
bsitlinger@miwd.com
Brent Sitlinger
bsitlinger@miwd.com
Windows
Single Hung
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
AAMA/WDMA/CSA 101/I.S.2/A440
Method 1 Option A
01/15/2018
01/15/2018
01/21/2018
Year
2011
2008
2011
https://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6B... 2/ 1 /2018
Florida Building Code Online Page 2 of 4
Summary of Products
FL # Model, Number or Name Description
17499.1 185 SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 R3 C CAC MI Windows - 185 SH (Fin) Impact
41.pdfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: Yes
Design Pressure: +55/-55
FL17499 R3 C CAC MI Windows . 185 SH (Fin) Impact (5)
Done Ddf
Other: R-PG55*, Missile Level D, Wind Zone 3. Glass to be
bedded In Pecora 896 sealant.
FL17499 R3 C CAC MI Windows - 185 SH (Flanne) Impact
3).odf
FL17499 R3 C CAC MI Windows - 185 SH (Flanoe) Impact
4).Ddf
Quality Assurance Contract Expiration Date
10/17/2018
Installation Instructions
FL17499 R3 II 08-02545B.Ddf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 513321B-3.pdf
Created by Independent Third Party: Yes
17499.2 185 SH 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 R3 C CAC APC(133611E1726.01-109-47-RO 18S
SH(FLG waiver).ggApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No
Design Pressure: +60/-60
Other: R-PG60
FL17499 R3 C CAC MI Windows - 185 SH (Fin) (11).odf
FL17499 R3 C CAC MI Windows - 185 SH (Fin) (121.odf
FL17499 R3 C CAC M[ Windows - 185 SH (Flanoe)
10).odf
Quality Assurance Contract Expiration Date - -
10/08/2018
Installation Instructions
FL17499 R3 11 08-02549B.pdf
Verified By: Luis R Lomas PE-62514
Created by independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 513327E-4.Ddf
Created by Independent Third Party: Yes
17499.3 185 SH 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 R3 C CAC APC(13363)E1729.01-109-47-RO 185
SH (FLG waiver).pdfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No FL17499 R3 C CAC MI Windows - 185 SH (Fin) (13).Ddf
FL17499 R3 C CAC MI Windows - 185 SH (Fin) (14).odfDesignPressure: +60/-60
Other: R-PG60* FL17499 R3 C CAC MI Windows - 185 SH (Flanoe)
11).Ddf
Quality Assurance Contract Expiration Date
10/17/2018
Installation Instructions
FL17499 08-02550B.pdfR3II
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 513328B-5.odf
Created by Independent Third Party: Yes
17499.4 185 SH 36x71 Fin, Finless, Flange Frame IG Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 R3 C CAC APC H0462.01-109-47-RO 18S SH
042S22).odfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +60/-67 04/25/2022
Other: R-PG60* Installation Instructions
FL17499 R3 11 08-03163.odf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 514082.odf
Created by Independent Third Party: Yes
27499.5 185 SH 52x72 Fin/Flange Frame IG/SG Impact Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 R3 C CAC MI Windows . 18S SH (Fin) Impact
2),DdApprovedforuseoutsideHVHZ: Yes
Impact Resistant: Yes FL17499 R3 C CAC MI Windows - 185 SH (Fin) Impact
https://www.floridabuilding.org/T) r_app_dtl.aspx?param=vGEVXQwtDgtCUGgvjQiz6B... 2/1/2018
Florida Building Code Online Page 3 of 4
Design Pressure: +55/-55 31.Ddf
Other: R-PG55, Missile Level D, Wind Zone 3. Glass to be
bedded in Pecora 896 sealant.
FL17499 R3 C CAC MI Windows - 185 SH (Flanoe) Impact
2).pdf
FL17499 R3 C CAC MI Windows - 185 SH (Flanoe) Impact
5).odf
Quality Assurance Contract Expiration Date
10/10/2018
Installation Instructions
FL17499 R3 II 08-02544B-I.pdf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 513320B-1.pdf
Created by Independent Third Party: Yes
17499.6 185 SH 52x84 Fin/Flange Frame IG/SG Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 R3 C CAC APC(13362)E1725.01-109-47-RO 185
SH(FLG waiver)5-8IG 1-BA 52 1-8X84 R60(100918).pdfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No
Design Pressure: +60/-60
Other: R-PG60
FL17499 R3 C CAC MI Windows - 185 SH (Fin) (10).Ddf
FL17499 R3 C CAC MI Windows - 185 SH (Fin) (9).Ddf
FL17499 R3 C CAC MI Windows - 185 SH (Flange) (9).Ddf
Quality Assurance Contract Expiration Date
10/09/2018
Installation Instructions
FL17499 R3 II 08-02546B-2.odf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 513322B-2.odf
Created by Independent Third Party: Yes
17499.7 185 Triple SH I I Ix72 Fin Frame IG/SG Single Hung 110x72 Flange Frame
IG/SG Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL17499 R3 C CAC MI Windows - 185 SH Triple (Fin)
3).Ddf
Impact Resistant: No FL17499 R3 C CAC MI Windows - 185 SH Triple (Fin)
Design Pressure: +50/-50 4).Ddf
Other: R-PG50' FL17499 R3 C CAC MI Windows - 185 SH Triple (Flange)
3).odf
FL17499 R3 C CAC MI Windows - 185 SH Triple (Flange)
4), Ddf
Quality Assurance Contract Expiration Date
10/20/2018
Installation Instructions
FL17499 R3 II 08-02548B.odf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 513324B-6.ndf
Created by Independent Third Party: Yes
17499.8 185 Twin SH 106x72 Fin Frame IG/SG Single Hung 105x72 Flange Frame
IG/SG Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 R3 C CAC MI Windows - 185 SH Twin (Fin)
Approved for use outside HVHZ: Yes 3).odf
Impact Resistant: No
Design Pressure: +45/-45
FL17499 R3 C CAC MI Windows - 185 SH Twin (Fin)
4).odf
Other: R-PG45 FL17499 R3 C CAC MI Windows - 185 SH Twin (Flange)
3).odf
FL17499 R3 C CAC MI Windows - 185 SH Twin (Flange)
4).Ddf
Quality Assurance Contract Expiration Date
10/20/2018
Installation Instructions
FL17499 R3 II 08-02547B-7.pdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 513323E-7.odf
Created by Independent Third Party: Yes
eaot Wert
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487.1824
The State of Florida is an AA/EE0 employer. Cooyrtoht 2007.2013 State of florida.:: Pdvaev Statement :: Accessibility Statement ;: Refund Statement
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6B... 2/ 1 /2018
Florida Building Code Online Page 4 of 4
Under Florida law, email addresses are Public records. If you do not want your e-mail address released in response to a oublic•retnrds request do not send
electronic mall to tins entity. Instead, contact the office by phone or by traditional mall. If you have any questions, Please contact 850 487.1395. "Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F S. must provide the Department with an email address if
they have one. The emails Provided may be used for official communication with the licensee. However email addresses are Public record. If you do not wish tP
supply a personal address, please provide the Department with an email address which can be made available to the public. To determine of you are a licensee under
Chapter 455, F.S., please dick here.
Product Approval Accepts:
gg 4 is 13
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6B... 2/ 1 /2018
NOTES:
I. 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 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 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
8. 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. WINO LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. SEE SHEET I FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNE
DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE H8 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
RENWONS ,
I REV I DEXMPnOR I WE I APPROVED 1
A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
B REVISED GLASS 10/02/17 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 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.
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.
0. METAL STRUCTURE: STEEL 18GA (.048") FY=33KS1/FU=52KSI OR
ALUMINUM 6063—T5 FU=3OKSI .048" THICK MINIMUM
I TABLE OF CONTENTS 1
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52" X 72" NON —IMPACT
NOTES
SHEET NO. I DESCRIPTION ORAwM I WO NO. REV
1 NOTES N.G. 08-02549 B
2 — 3 ELEVATIONS svLc NTS o"E 12/29/14 1 S"EE' I OF 11
4 — 10 INSTALLATION DETAILS , L. ROBERTO LOA44S P.E.
1132 WOMFORO RO LEMSVILLE. AC 27023
11 COMPONENTS 434-M•0609 A>o cm
SIGNED: 12/14/2017
1R IIC ,
4
6vGEN
15 '
s' 9•
y* STATE OF044i0". 4
oNA o G\\
111111110
Luis R. Lomas P.E.
FL No.: 62514
A
FF
HE
2' MAX
52' MAX FRAME WIDTH
16' MAX O.C. I 2' MAX 2' MAX
L V
16"
O.C.
OMAX /
2 —
AX
kME
CHT
rJ 4
X
52' MAX FRAME WIDTH
16' MAX O.C. 2' MAX
2
16" /
1
OMAX
0 C.
72' —
MAX
FRAME
HEIGHT
4
X
185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW DESIGNER EXTERIOR VIEW
FLANGE$ FINLESS INSTALLATION FLANGE FINLESS INSTALLATION
SEE CHARTYI FOR SMALLER UNITS REOUIRED ANCHORS SEE CHART II FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURE RATING IMPACTRATING
t60.0PSF NONE
NOTES:
1. MAXIMUM SASH SIZE- 51" X 36'.
2. MAXIMUM SASH D.L.O.: 47 5/8' X 32 1/2".
3. MAXIMUM FIXED O.L.O.: 49 3/8' X 32 1/2',
HARDWARE SCHEDULE
METAL SWEEP LOCK AT Ir FROM EACH ENE
BLOCK AND TACKLE BALANCE AT JAMBS
REVISIONS
REV OESCRIPIION WE APPROK0
A REVISEO ANCHOR SPACING & CHARTS 07/11/16 R.L.
B REVISED GLASS 1 10/07/17 IR.L.
CHART rY 1
Number of anchor locations required
Frame From* Width In
Height 1&00 24.00 30.00 1 „36.00 4 1 48.00 1 52.00
1n) Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Hood Jamb Head Jamb
24.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3
30.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3
36.00 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 4
48.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4
4.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5
60.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5
66.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5
72.00 2 5 3 6 3 6 3 1 6 1 4 1 6 4 6 1 4 1 6
I
I SIGNED: 1211412017
LLCMIWINDOWMARKET 11 111LM650WESTSTREET
GRATZ. PA 17030-0370
S
9s GENSF
SERIES 185 ALUMINUM SINGLE HUNG WINDOW 1*• 0 5 *=
52" X 72" NON —IMPACT
FLANGE & FINLESS ELEVATIONS
0
TAT OF
DRAWowc No RV'FS;(OR10025408BS1ONA11, SCAU NTS W1E 12/29/14 sNEE129 OF 11
L R08ERTO LOANS P.E.
1432 YMOOFORO RO LEH7SVILLE, AC27023 Luis R. Lomas P.E.
434.66e•0609. doors@*0 mispe mm FL No.: 62514
7
N
FR
HE
52" MAX FRAME WIDTH —
2' MAX 10" MAX O.C. 2" MAX 2" MAX
10'
MAX O.0
O
2"
AX
UAE
HT
52" MAX FRAME WIDTH
1- 10- MAX O.C.
2'
t 0"
MAX 0 C.
T-
72'
MAX
FRAME
HEIGHT F/
2" MAX
REVISIONS
OESCNIPRON OME I APPROVE
REVISEO ANCHOR SPACING & CHARTS 07/11/16 R.L.
REVISED GLASS 10/02/17 R.L.
CHART#2
Number of anchor locations required
Frame Frame Width In
Height
In)
1&00
H d S Jamb
24.00
H d S Jamb
30.00
H d S Jamb
36.00
H 6 S Jamb
42.00
H d S Jamb
4&00
H d S Jamb
52.00
H d S Jomb
24.00 3 3 3 3 4 3 5 3 5 3 6 3 6 3
30.00 3 4 3 4 4 4 A 4 5 4 6 4 6 4
36.00 3 5 3 5 4 5 5 5 5 5 6 5 6 5
42.00 3 5 3 5 4 5 5 5 5 5 6 5 6 5
48.00 3 6 3 6 4 6 5 6 5 6 6 6 6 6
54.00 3 6 3 6 4 6 5 6 5 6 6 6 6 6
60.00 3 7 3 1 7 4 7 7 5 7 6 7 6 7
66.00 3 8 3 6 4 8t 5 8 5 6 6 6 6 1 8
72.00 3 8 3 6 4 6 5 B 5 61 6 6 1 6 1 B
185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW EXTERIOR VIEW
FIN INSTALLATION FIN INSTALLATION
SEE CHART Y2 FOR SMALLER UNITS REOUIRED ANCHORS SEE CHART 02 FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURE RATING IMPACT RATING
t60.OPSF NONE
NOTES: NOTES:
1. MAXIMUM SASH SIZE. 51' X 36"
2. MAXIMUM SASH O.L.O: 47 5/8" X 32 1/2"
3. MAXIMUM FIXED O.L.O.. 49 3/8" X 32 1/2
AND TACKLE BALANCE AT
SIGNED: 1211412017
MI WINDOWSD LLC 1R I I/
o650WESTMAETSTREETT5
1,p GRATZ. PA 17030-0370 GEIVs
4N4AT;01 F.',Q'_Z
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52" X 72" NON—IMPACTFINELEVATIONSg7
F•'O(ORIOT: • OoRAwN: owc No aLv
O8— 022549 B SS1ONAj
LU15 R. Lomas P.E.
Saul arcNTS 12/29/14 y3 OF 11 L.
ROBERTO LOM4S P.E. 143211'
OOOFORO RD LEWSVILLE. NC 27023 434480.0609
dbms@ebwspecom FL No.: 62514
REVISIONS
1/2D MIN
REV ocscRvlaN aR .vaaovcoEDGEDISTANCE
A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
WOOD FRAMING
OR 2X BUCK - B REVISED CU155 10/02/17 R.L.
BY
OTHERSVSHIM
1 1/4- MIN
MENT
BACKER ROD
APPROVED
SEALANT
BACKER ROD
do APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
10 WOOD SCREW
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
1/4- MAX.
SHIM SPACE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK 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
1 1/4' MIN.
EMBEDMENT
1
1/2'
MIN
EDGE
DISTANCE
10 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1/4' MAX.
SHIM SPACE
INTERIOR
BACKER ROO
do APPROVED EXTERIOR
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED: 1211412017
MI DOWS D LLC L/04WEST,/,' EDOORE ,T650MANSTR
GRATZ. PA 17030-0370.OENSF9s
05 >k= SERIES185ALUMINUMSINGLEHUNGWINDOW*• 52"
X 72" NON —IMPACT FLANGE
INSTALLATION DETAILS AT OF OR10•
v• DRAWONGNo. REV 08
O1II111
aG\`\ Luis
R. Lomas P.E. FL
0
ET NTS °A1E 12/29/14 —49 OF 11 I..
ROSERTOLOANSPE. Ig2W000FORORDLEWLSVXLQNC27023
43I-
W-0609 db as®rbm&"oam NO.: 62514
Mt'
STRUCTU
BY OTHE
APPROVED
SEALANT
1/2" MIN
r--r EDGE DISTANCE
1/4' MAX.
SHIM SPACE
10 SMS OR
II III
SELF DRILLING
SCREW
INTERIOR
10 SMS OR
SELF DRILLING
SCREWS
t
MIN.
EDGE
DISTANCE
METAL
STRUCTURE
BY OTHERS
ocscRfPMN WIE Av7NWE0
REVISED ANCHOR SPACING h CHARTS 07/11/16 R.L
REVISED GLASS 10/02/17 RL
1/4- MAX
SHIM SPACE
INTERIOR
EXTERIOR
BACKER ROD
k APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
BACKER ROD SEALANT
h APPROVED
SEALANT 1/4" MAX.
SHIM SPACE
METAL SIGNED: 1211412017
STRUCTURE
BY OTHERS MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
1111111f1/,
N S L041 ii
VERTICAL CROSS SECTION GRATZ. PA 17030-0370 w•CENS 9f i
METAL STRUCTURE INSTALLATION SERIES 185 ALUMINUM SINGLE HUNG WINDOW 10 5 *=
52" X 72•' NON —IMPACT
FLANGE INSTALLATION DETAILS 0 • $TAT OF
NOTES:
Nw ' NEV 0ORAW.
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS.
NOT SHOWN FOR
N.G. 08-02549 B
iP
S QNA11\\ CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE sulc NTS M1E 12 29 14 SKE1 OF 11
DESIGNED INACCORDANCE WITH ASTME2112 L.
ROBERTOLOMASPE. 143211OODFORD
RD LEWISKLE. NG 27023 Luis R. Lomas P.E. 434-
M-OM 09NImi5@'bmx6pv wM fL No.: 62514
2 1/2' MIN.
RLNsgas •
EDGE DISTANCE
REV DESCROPRON OATS APPWIM
CONCRETE/MASONRY
A REVISED ANCHOR SPACING !k CHARTS 07/11/16 ILL
BY OTHERS a'
B REVISED CLASS 10/02/17 R L
e
1 1/ 4" MIN.
OPTIONAL 1X BUCK EMBEDMENT 1 1/4" MINSEENOTES3 — 7
SHEET I r EMBEDMENT
CONCRETE/MASONRY 1/4 MAX'
1/4" MAX.
BY OTHERS' SHIM SPACE
BACKER ROD SHIM SPACE
8 APPROVED
v
SEALANT
3/16" TAPCON
3/16" TAPCON
INTERIOR
INTERIOR
2 1/2"
MIN.
EDGE o '
DISTANCE •
EXTERIOR
BACKER ROD
APPROVED
OPTIONAL IX BUCK SEALANT
EXTERIOR SEE NOTES 3 — 7
SHEET I
JAMB INSTALLATION DETAIL
CONCRETE/MASONRY INSTALLATION
SILL TO BE SET
I
NOTES: ! i
IN A BED OF I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
BACKER ROD
APPROVED NOT SHOWN FOR CLARITY
h APPROVED STRUCTURALSTRUCTURALDESIGNED2. PERIMETER AND JOINT SEALANTBYOTHERS TOSE SEALANT
IN ACCORDANCE WITH ASTM F2112 SIGNED: 12/14/2017 OPTIONAL
1X BUCK SEE
NOTE 3 7 1/
4" MAX MI WINDOWS AND DOORS, LLCV 111111/II r
SHIM SPACE g R.•'L p i SHEET1650WESTMARKETSTREETGRATZ,
PA 17030-0370 J V.*%
CONCRETE/
MASONRY SERIES 185 ALUMINUM SINGLE HUNG WINDOW Z*•' NOy6PO BYOTHERSn ' 52" X 72" NON—IMPACT%yTATf
FLANGEINSTALLATIONDETAILSty` e,
e ; • ' •• .'• .. ..
ORAwN oaG No. aO/ i E` • F ORIOr • J•'
08 B Sj/1NA saLcNTSWE12/29/14 s"LC9 T6OFI 1 j1 0G\ VERTICAL CROSS
SECTION CONCRETEAHASONRYINSTALLATION L
ROSERTO
LOMAS P.E. 84MWOODFOROROLEWISVa.LE,
NC27M LuisR.LomasP.C. ua.eee4M9
A nus@90masye cum FIL 62514
1/2" MIN
EDGE DISTANCE
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
APPROVED 1/4 MAX.
SEALANT SHIM SPACE
BACKER ROD
APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
010 WOOD SCREW
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
1/4" MAX.
SHIM SPACE
7
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
REVISIONS '
OESCRIPIION UUE APPROYEp
REVISED ANCHOR SPACING tt CHARTS 07/11/16 R.L
REVISED GLASS 1 10/02/17 IR.L
1 1/4" MIN. 1/4' MAX.
EMBEDMENT SHIM SPACE
1/2'
MIN INTERIOR
EOCE
DISTANCE 71EM.
p 10 WOOD
SCREW
WOOD FRAMING EXTERIOR
OR 2X BUCK
BY OTHERS BACKER R00
APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED: 1211412017
MI WINDOWSD LLC 1tt
650 WET MA ET STREET 0 c' L of,
9 i GRATZ. PA 17030-0370 v •G E N,t
R Fctr_
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52" X 72" NON —IMPACT
FINLESS INSTALLATION DETAILSO,STAT W`
t.•;°(pR10; • oRANN owc No. REv
08 B IOIVA'tENG\
Luis R. Lomas P.E.
SCALE NTS are 12/29/14 s02549 OF 11
L. ROBERTO LOMAS P E.
147T WOODFORD RD LEIVISVR.LE, NC 27029
4y1.6C0-0609 ,b,,,,A,,, FL No.: 62514
2 1/2- MIN.
REVISIONS
EDGE DISTANCE'
REV OEstlRPIIoN are AmponOkRLAREVISEDANCHORSPACING & CHARTS 07/11/16
CONCRETE/MASONRY B REVISEO GLASS 10/02/17 R L.
BY OTHERS 4 ! '11
OPTIONAL 1X BUCK 4:
1 1/4' MIN.
EMBEDMENT
1 1/4- MIN.
SEE NOTES 3 — 7 EMBEDMENT
SHEET 1
r
CONCRETE/MASONRY
BY OTHERS OPTIONAL 1X BUCK
SEE NOTES 3 — 7
1/4 MAX SHEET 1
BACKER ROD SHIM SPACE
APPROVED
SEALANT
3/ 16- TAPCON •° 1/4" MAX.
3/ 16" TAPCON SHIM SPACE
INTERIOR INTERIOR
2 1/2"
MIN. °
EDGE
DISTANCE .. '
EXTERIOR
EXTERIOR 1
BACKER Roo
do APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCRETE"SONRY INSTALLATION
SILL TO BE SET I' '
BBACKER ROD IN A BED OF
APPROVED
NOTES.
do APPROVED STRUCTURAL
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
SEALANT SEALANT
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
OPTIONAL 1 X BUCK 1/4" MAX DESIGNED IN ACCORDANCE WITH ASTM E2112
SEE NOTE 3 — 7 SHIM SPACE SIGNED: 1211412017
SHEET 1
MI WINDOWS LLC ll lllL///i
CONCRETBY
MASONRY n
650WEST1A4ND EDOOAT R E,T GRATZ.
PA 5
OTHERS
4 •4
t
17030-0370 v •CENS' F• SERIES
185 ALUMINUM SINGLE HUNG WINDOW Z*• 5 *= 4• • •
52" X 72" NON —IMPACT L(a 1 e' 4 :
FINLESS
INSTALLATION DETAILS STATE OF •, ORAWK
OM'C NO. REV O'iPF OR10 G\ I.
08 B 0254AAS ONAj1 a\\\
VERTICONCR
1 SGLE NTS W1E 12/29/14 SHEE199 OF 11 TALCROSSSECTIKNVILI
L. ROBERTOLOMASP.E 14MWO
DFOROROLEMSVILLE KC27023 Luis R. Lomas P.E. FL
No.: 62514
APPROVED
SEALANT
BEHIND FIN
7/ 16' MIN
EDGE DISTANCE
7/ 16" MIN
EDGE DISTANCE
APPROVED
SEALANT
BEHIND FIN
1 1/4' MIN.
EMBEDMENT
8 WOOD SCREW
CMULUMV41
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
WOOD
FRAMING
BY OTHERS
1/4" MAX.
SHIM SPACE
WOOD FRAMING
BY OTHERS
1 1/4'
MIN.
EMBEDMENT V I
I
APPROVED
SEALANT
BEHIND FIN
7/I6' MIN
EDGE DISTANCE
1/4' MAX
r SHIM SPACE
8 WOOD SCREW
INTERIOR
EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
REV610Ns
OESCWnON I MIE APPROWD
REVISEO ANCHOR SPACING & CHARTS 07/11/16 R.L.
REVISEO GLASS 10/02/17 1 RL.
NOTES:
1/4- MAX 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
SHIM SPACE
NOT SHOWN FOR CLARITY,
2. PERIMETER AND JOINT SEALANT BYOTHERS TOBE DESIGNED
IN ACCORDANCE WITH ASTM E2112 SIGNED:
1211412017 MIDOWS
LLC 11 1111/// WOOD
MND
ESTREET 650 S94i// FRAMING
GRATZ, PA 17030-0370 ter •GENS' F• BY OTHERS
SERIES 185 ALUMINUM SINGLE HUNG WINDOW o,,6 5 * = 52"X
72" NON -IMPACT l FININ
INSTALLATIONDETAILSJ, $$TAT OF ORAIYN OAL
NO. NCV F`F ORlO;• . 08 -02549
B S401VAj1 G\\ uc
NTS
a1C 12/29/14 WALE 10OF 11 L RORERrOLOMASP.
E. 14M WVODFORD
RD LEWISVILLE. AC 27023 Luis R. Lomas P.E. 494-w-
w B AbMa$@&bww&wm FL No.: 62514
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
1/2' MIN
I
EDGE DISTANCE
1/4' MAX.
SHIM SPACE
IS OR
SELF DRILLING
SCREW
R
RLVIr
ACV OESCRIPIION are APPROVED
A REVISED ANCHOR SPACING k CHARTS 07/11/16 R.L.
0 REVISED GLASS 10/02/17 A
1/4' MAX.
SHIM SPACE
d 10 SMS OR INTERIOR
SELF DRILLING ISCREWS
T_
1/2"
MIN.
EDGE
DISTANCE
1
EXTERIOR
METAL BACKER ROD
STRUCTURE APPROVED
BY OTHERS SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
BACKER ROD SEALANT
do APPROVED
SEALANT
1/4' MAX.
SHIM SPACE SIGNED: 1211412017
METAL MI WINDOWS AND DOORS, LLC 111111IIII
ROTHERS 650 MARKET TBY
I GRATZSPA 17030-0370T55 J\
S
GENS'..fE' . _
VERTICAL CROSS SECTION SERIES 185 ALUMINUM SINGLE HUNG WINDOW I0 5 K
METAL STRUCTURE114STALIATION 52" X 72" NON —IMPACT J'/v/( t `
FINLESS INSTALLATION DETAILS 10 • STATE OF ;
4
NOTES. DRAWN • o ec No RCV
O'
tC • R ORlOV; • C:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
FOR
I _
08 BT S • • • • • G \
7/j NAj1?\` POWN CLARITY. ENT SMETER AND JO/NTSEALANTBYOTHERS TOBE SCALE NTS -E 12/29/14 '789 OF 11 DESIGNED
IN ACCORDANCE WITH ASTM E21 12 LRMRTOLOMASPE Luis
R. Lomas P.E. 14$210100"ORD RO LEN7SVILLE. NC 27023 4J4.
6LL-0609 dbnRS@YbM&Spe00M FL No.: 62514
2 3/16" 1 7/8" — 1 3/81 —
F, T_ 2 3/16' —I
13/16" 2 3/16" 4 1 2 3/I6' I—
r—j1 SI/16"
1
FLANGE FRAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD FINLESS FRAME JAMB
CM-18501 CA1.18503 CM'18553 CM-18513
ALUMINUM 6063-T5.050' THICK ALUMINUM 6063-T5.050' THICK ALUMINUM 6063-175.050' THICK ALUMINUM 6063-T5.050' THICK
2 5/16' —I 2 5/16' —I 2 5/16' —)
2 3/16' —
I33/8" 2 13I/
I ' 3 3/4'
L
1 r
2
5I/
16'
FLANGE FRAME SILL FINLESS FRAME SILL
F .
1
CM.18502 CM-18551 FIN FRAME
ALUMINUM 6063-T5.055' THICK ALUMINUM 6063•T5.055' THICK
HEAD
CM• 18509
SILL FIN FRAM1ME
ALUMINUM 606345.055' THICK ALUMINUM 6063-T5.050' THICK
1 7/16" — 2 3/8-
2 5/16" 2 3/16' —i—j
Ll L L
LOCK RAIL/STILE SASH BOTTOM RAIL MEETING RAIL FIN FRAME JAMB
CM-18505 CM•18555 CM-18504 CM-18510
ALUMINUM 6063.T5.062' THICK ALUMINUM 6063-T5.050' THICK ALUMINUM 6063.T5.055' THICK
ALUMINUM 6063-T5.050' THICK
Lir
1/e-
ill 3,8" r
1"
IS/16"
TASHGLAZINGBEADSTILE CM-
18535 CM-18507 RIGID
PVC .050' THICK ALUMINUM 6063-T5.050' THICK REV
I DESCRIPTION DATE APPROVED I
AREVISEDANCHORSPACING &CHARTS 07/11/16 R.L. B
I REVISED GLASS 10/02/17 1 RL. 5/
8' 1/
8" ANN. — 1/8" ANN. 1/
8" ANN. 090
PVB BY KURARAY METAL
REINFORCED BUTYL
SPACER EXTERIOR
I
INTERIOR 1/
2" BITE SILICONE SEALANT
SETTING
BLOCK GLAZING
DETAIL 1
I
MI WINDOWS AND DOORS, LLC 1
650 WEST MARKET STREET IGRATZ. PA 17030-0370 i
1 SERIES
185 ALUMINUM SINGLE HUNG WINDOW 52"
X 72" NON —IMPACT COMPONENTS
DRAWN:
DWG ND N.
G. 08-02549 SC/
LE NTS 0"E 12/29/14 1 S"Lc' I 1 OF I 1 L
ROBERTO LOMASP.E. r
1432
WOODFORD RO LEW ISVILLE. NC 270M 434480.
OM dimmas&bnasPeeom SIGNED:
1211412017 v•.
GENS•q l+' t
vlllo,.695 A{
ST(A{T1EOF rv1 g jV7SICINAj1E?\
Luis R.
Lomas P.E. FL No.:
62514
Florida Building Code Online Page 1 of 3
I I ' a i I . s
Fla
BCIS Home Log In User Registration : Mot Toped Submit Surcharge I Skits B Facts 1 Publications i FBC Staff ( BCIS Site Map j Unks l Search l
dbrbrda ra VUSER: Product Approval
Public User
ProEv[t Aooroval Menu > Product or Application Search > AoolloNon Lht > Application Detail
FL # FL15349-R9
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)
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
MI Windows and Doors
650 West Market Street
Gratz, PA 17030
717) 365-3300 Ext2560
bsitiinger@miwd.com
Brent Sitlinger
bsitlinger@miwd.com
Windows
Fixed
Certification Mark or Listing
American Architectural Manufacturers Association
Steven M. Urich, PE
10 Validation Checklist - Hardcopy Received
Standard
AAMA 506
AAMA/WDMA/CSA 101/I.S. 2/A440
Method 1 Option A
12/31/2017
12/31/2017
01/04/2018
Year
2011
2008 '
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Florida Building Code Online Page 2 of 3
Summary of Products
FL JF Model, Number or Name Description
15349.1 185 PW 73 x 72 Insulated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FLIS349 R9 C CAC APC 12786.Ddf
Approved for use outside HVHZ: Yes FL15349 R9 C CAC APC 12787.Ddf
Impact Resistant. No Quality Assurance Contract Expiration Date
Design Pressure: +60/-60 04/03/2018
Other: CW-PG60 Installation Instructions
FLIS349 R9 II 08-02357B.Ddf
Verified By: Luis R. Lomas, PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15349 R9 AE 513124B.odf
Created by Independent Third Party: Yes
15349.2 1185 PW 159 x 54 Triple CHS Insulated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FLIS349 R9 C CAC APC 15350.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 01/24/2021
Design Pressure: +55/-55 Installation Instructions
Other: R-PG55 FLIS349 R9 II 08-02949.Ddf
Venfed By: Luis R. Lomas, PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15349 R9 AE 513783.Ddf
Created by Independent Third Party: Yes
15349.3 185 PW Impact 72 x 72 Insulated Laminated Glass' -
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FLIS349 R9 C CAC APC 15454.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 06/25/2021
Design Pressure: +55/-55 Installation Instructions
Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FL15349 R9 If 08-02948.Ddf
consisted of 5/32" tempered exterior - spacer - 5/32" Verified By: Luis R. Lomas, PE 62514
annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes
was bedded in Pecora 896 silicone with 5/8" glass bite. Evaluation Reports
FLIS349 R9 AE 513782.Ddf
Created by Independent Third Party: Yes
15349.4 185 PW Impact 159 x 54 Triple CHS Insulated Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FLIS349 R9 C CAC APC 8272.Ddf
Approved for use outside HVHZ: Yes FLIS349 R9 C CAC APC 8273.Ddf
Impact Resistant: Yes Quality Assurance Contract Expiration Date
Design Pressure: +55/-55 01/24/2021
Other: FW-R55, Missile Level 0, Wind Zone 3. Glass Installation Instructions
consisted of 1/8" annealed exterior - spacer - 3/32" FLIS349 R9 II 08-01614B.Ddf
annealed / 0.090 Solutia PVB / 3/32" annealed. Glass was Verified By: Luis Roberto Lomas 62514
bedded in Pecora 896 silicone with 5/8" glass bite. Created by Independent Third Party: Yes
Evaluation Reports
FL15349 R9 AE 512278B.odf
Created by Independent Third Party: Yes
15349.5 185 PW Impact 96 x 60 Insulated Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL15349 R9 C CAC APC 7962.odf
Approved for use.outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/05/2020
Design Pressure: +55/-55 Installation Instructions
Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FL15349 R9 li 08-01613B.Ddf
consisted of 5/32" annealed exterior - spacer - 5/32" Verified By: Luis Roberto Lomas 62514
annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes
was bedded in Pecora 896 silicone with 5/8" glass bite. Evaluation Reports
FL1S349 R9 AE 512277B.Ddf
Created by Independent Third Party: Yes
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 650-467-1624
The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
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Florida Building Code Online Page 3 of 3
Under Florida law, email addresses are public records. It you do not want your e-mail address released in response to a public -records request, do not send
electronic mail to this entity. Instead, Contact the office by phone or by traditional mad. If you have any questions, please contact $50.487.1395. 'Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012. licensees licensed under Chapter 455, F.S. must provide the Department with an email address If
they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public retard. It 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. To determine It you are a licensee under
Chapter 455, F.S., please dick here .
Product Approval Accepts:
cli x
Credo Card —
Safe
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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 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 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 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-T5.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09.
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 06 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
D15CRP1ION DATE IAIrROVEO
REVISED INSTALLATION DETAILS 06/01/15 R.L
REVISED NAME AND ADDRESS 10/27/16 R.L.
15.FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
SCREWS WITFI 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 18CA (.048') FY=33KSI/FU=52KS1 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.
SIGNED: 1111512016
MI WINDOWS DOORS, LLC6501RMNKDETST.\\``S oi, qdi
GRATZ. PA 17030 G E N dF SERIES
185 ALUMINUM FIXED WINDOW 0 61= I
73" X 72" NON -IMPACT NOTESTATOFTABLE
OF CONTENTSROM i.e•• A iz/;
sr . — aG\ i/
4 111111 A Luis
R. Lomas P.E. FL
No.: 62514 J
owc Ia 08-
02357 B HEETNO. DESCRIPTION 1
NOTES VXE NTS OA" 09/03/14 T 1 OF 12 2 -
3 ELEVATIONS, HAS AND GLAZING DETAILS 1432WOORDROLEWISVILLENC27023
4 -
12 INSTALLATION DETAILS
6 MAX
72 1/2" MAX FRAME WIDTH
r-f- 18 MAX O.C. 1 6
REVISIOPIS
REV DESCRIPTIONMtE APPROVED
NOTES: A REVISED INSTALLATION DETAILS 06/01/15 R.L.
6- 7rA2L-
MAXIMUMO.L.O.: '69314'X683(4• B REVISED NAME AND ADDRESS 10/27/16 R.L.
L CHART v
18, Number of anchors ropulred (W! houl dgld Fillers)
MAX O.C. Frame Frame wtdlli In
T Height 24.00 1 30.00 30.00 1 42. 1 46.00 1 64.00 60.00 66,00 1 72.601In) His Pambi HAS amD HtS amD H65 amD H65 mD Ht5 amb His Jamb H415 Pambi HAS amD
24.00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2
71
70.00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 S 2
MAXX
FRAME
J600 2 3 2 3 3 3 3 J J 3 1 3 4 3 s 3 S J
312.00 2 3 2 3 3 3 3 3 3 3 4 3 S 3 5 3 6
HEIGHT
46.00 2 3 2 3 3 3 3 3 3 3 4 3 S 3 a 3 6 3
54.00 2 4 2 4 3 4 3 4 3 4 4 4 5 4 a 4 7 4
60.00 2 1 2 1 1 3 5 s 1 5 S S 0 S 7 5
60.00 2 4 2 4 3 5 3 5 J 6 4 a S 6 6 6 7 6
71.60 2 5 2 S 3 5 1 a 1 3 a 1 4 7 5 7 6 7 7 7
REFER TO CHARTS SERIES 185 ALUMINUM FIXED WINDOW
11 do 12
FOR NUMBER OF
EXTERIOR VIEW CHARTA2
ANCHORS REQUIRED Number of anchors required Wilt rigid fillers)
72 1/2• MAX FRAME WIDTH Frame Frame width (In)
6" MAX - 1B" MAX O.C. Wight 2400 30. 1 J0.00 42.00 1 48.00 64. 1 60.00 1 66.00 72.60
I 6 MAX 1n) HAS Jamb HAS amb HAS Jamb HAS Jamb HAS Jamb HAS amb HAS Jamb HAS I.Aambl HAS Jamb
2400 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 S 2
30.00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2
6
30.00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 S 3
42.00 1 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 7
46.00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 S003
64.00 2 4 2 4 3 1 7 4 3 4 4 4 4 4 4 4 S 4
L60.00 2 4 2 4 3 1 3 3 4 4 4 5 4
71 1 /2' I B'
WOO 2 1 2 4 J 1 3 1 3 4 1 4 1 4 4 5 4
MAX MAX O.C.
71.60 2 s 2 5 3 S 3 S J 5 1 S 4 S 4 S 5 S
HFRRAGMEHT SEE SHEETS 4.7 FOR INSTALLATION DETAILS
j j
REFER TO CHARTS SERIES 185 ALUMINUM FIXED DESIGNER WINDOW
81 & 12 EXTERIOR VIEW
FOR NUMBER OF
ANCHORS REQUIRED
DESIGN PRESSURE RATING IMPACT RATING
t60.OPSF NONE
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
i GRATZ• PA 17030
SERIES 185 ALUMINUM FIXED WINDOW
73" X 72" NON -IMPACT
i FLANGE R FINLESS ELEVATION do CHARTS
ORIIWN: aNC ND.
J.L. 08-02357
sru[ NTS wrE 09/03/14 'U 2 OF 12
L. ROSERTO LOMAS P E.
l
1432 IOODFORD AD LEWISVILLE, NC 27023 i
434.650.0609 dbmas@&bmespa.0vm SIGNED:
1111512016 J
51a I IL O f. r• •
O E N ye-.4p 0
6 *= ATATE
OF i0,•. Luis
R.
Lomas P.E. FL No.:
62514
71
FI
I
HI
6 MAX
72 1/2- MAX FRAME WIDTH —
I18" MAX O.C. E
1
MAX O.C.
1/2"
AX
GHTIGH
j
6' MAX
REFER TO CHART B3 —,--
SERIES 185 ALUMINUM FIXED WINDOW
FOR NUMBER OF
EXTERIOR VIEW
ANCHORS REQUIRED
72 1/2" MAX FRAME WIDTH —
6" MAX — 18" MAX O.C. — 6' MAX
0
18"
MAX O.C.
NOTES:
1. MAXIMUM O.L.O.: 69 J/4' X 69 3V4'
RLVLSIMS
0EMMIIOR DATE APPIIaYEO
REVISED INSTALLATION DETAILS //a1/15 R.L.
REVISED NAME AND ADDRESS 10/27/16 R.L.
CHART r3
Number of anchors required ffin Installation)
Frame Flame wldlh jIny
bight 24.00 30.00 7s.00 42.00 4# 1 54.00 1 60.00 40.00 1 72.60
Ilnl Nt5 Pomb His Lamb Nt5 mD Nt5 hambi NiS amD Hs5 am0 Hs5 Jamb Ht5 Jamb Ht5 amb
24.00 3 3 3 3 3 3 4 3 4 3 4 3 6 3 S 3 6 3
30.00 3 3 3 3 3 3 4 3 4 7 4 3 6 7 6 3 6 7
36.00 3 3 3 3 3 3 4 3 4 3 4 3 6 3 5 3 6 3
12.00 3 4 3 4 3 4 4 4 4 4 4 4 s 4 6 4 6 4
48.00 3 4 3 4 3 4 4 4 4 4 4 4 5 4 s 4 6 4
5400 7 4 3 1 3 4 4 I 4 1 4 1 s 4 s 4 614
60.00 3 S 3 S 3 S 4 5 4 6 4 5 s 6 6 S 6 S
40.00 3 6 3 S 3 s 4 6 4 6 1 6 6 6 6 6 6 6
71.60 3 6 3 6 3 6 4 6 4 6 4 6 6 6 5 6 6 6
SEE SHEETS FOR INSTALLATION DETAILS
71 1/2"
MAX
FRAME
HEIGHT SIGNED: 11/15/2016
MI WINDOWS DOORS, LLC
0 W. MAANDRKET
tEFER TO CHART 13 CRATZ, PA 17030 v,•v\OEkS ..'P
FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW SERIES 185 ALUMINUM FIXED WINDOW D 6 =
ANCHORS REQUIRED EXTERIOR VIEW 73" X 72" NON—IMPACT
FIN ELEVATION do CHART TAT OF Ls,
DESIGN PRESSURE RATING IMPACT RATING
oRAwb awc w• REv /iOFS 'c 0:IO"' J.L. 08-002ET357 G` B i S ONA'lE` t60.0PSF NONE
whNTS 09/03/14 3 OF 12
L ROSERTOLOMASPE
1432 WOOOFORO RO LEMSVILLE. NC 27029 LUIS R. Lomas P.E.
434-6se•0609 ,aonus&A,m,we,com FL No.: 62514
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1/2' MIN.
EDGE DISTANCE
1 1/4' MIN. METAL
EMBEDMENT STRUCTURE
BY OTHERS
BACKER R00 J
INT ER
SHIMSPACE BACKER R00
k APPROVED do APPROVED
SEALANT SEALANT
110 W000 SCREW
EXTERIOR EXTERIOR
IOR
10 WOOD SCREW
RIGID FILLER
BACKER ROD
do APPROVED 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 I r SHIM SPACE
i/2I
IN.
FL EDGEDISTANCEINTERIOR
10
WOOD SCREW
WOOD
FRAMING EXTERIOR OR
2X BUCK BY
OTHERS BACKER ROD k
APPROVED SEALANT
JAMB
INSTALLATION DETAIL WOOD
FRAMING OR 2X BUCK INSTALLATION BACKER
ROD do
APPROVED SEALANT
STRUCTURE
BY
OTHERS 3/
4' MIN. EDGE
DISTANCE 3/
4' MIN r
EDGE DISTANCE 1/
4" MAX. SHIM
SPACE e7#
10 SMS OR SELF
DRILLING SCREW
INTERIOR
JI10
SMS OR SELF
DRILLING SCREW
RIGID
FILLER 1/
4' MAX. SHIM
SPACE 3/
4' MIN EDGE
DISTANCE VERTICAL
CROSS SECTION METAL
STRUCTURE INSTALLATION 1
1/
4' MAX. r
SHIM SPACE INTERIOR'
A
10 SMS OR SELF
DRILLING P'EXTERIOR
SCREWS
METAL
STRUCTURE
BACKER ROD BY
OTHERS APPROVED SEALANT
JAMB
INSTALLATION DETAIL METAL
STRUCTURE INSTALLATION RLti1s1DNs
REV
DESCNINION GATE ATgRDVEO A
REVISED INSTALLATION DETAILS 06/01/15 R.L. B
1 REVISED NAME AND ADDRESS 10/27/16 R.L 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 SIGNED:
1111512016 MI
WIND DOORS, LLC R oWw. MNDK ET ST.`\\``5 GRATZ,
PA 17030 to /
v .*\
CENse 9J1% 8 • *=
tirAAT
SERIES
185 ALUMINUM FIXED WINDOW 73"
X 72" NON -IMPACT FINLESS
INSTALLATION DETAILS WITHOUT FILLERS OF W i(
P SS
OR1
DRAWN. owc N0. REv J.
L. 08-02357 B i
NA 11 ME0"E SNEET NTS09/03/ 14 4 OF 12 LUIS
R. Lomas P.E. FL
No.: 62514 L
ROSERTO LO"4S P.E. 1432
WOODFORD RD LEWISVILLE. AeC 27027 4.
u4w4m dbmas®wRaspcom
RENSIX4
REV OESCRIPTDN
2 1/2' MIN, A REVISED INSTALLATION DETAILS
I;. EDGE DISTANCE 8 REVISED NAME AND ADDRESS
CONCRETE/MASONRY
BY OTHERS
I 1/4• MIN.
I 1/4• MIN.
EMBEDMENT
OPTIONAL 1X BUCK
EMBEDMENTSEENOTES3 - 7
SHEET 1
CONCRETE/MASONRY
BACKER ROD 1 a MAx. BY OTHERS 1/4' MAX.
APPROVED SHIM SPACE SHIM SPACE
SEALANT OPTIONAL IX BUCK
SEE NOTES 3 - 7
SHEET I
3/16- TAPCON
EXTERIOR INTERIOR 3/ 16" TAPCON INTERIOR
3/16" TAPCON
BACKER ROD
APPROVED
SEALANT
1/4 MAX. 2 1/2
OPTIONAL IX BUCK SHIM SPACE MIN.
SEE NOTE 3 — 7 EDGE
a
SHEET 1 DISTANCE EXTERIOR
rI
CONCRETE/MASONRY L 1_ BACKEI{ R00
BY OTHERS 1 1/4• MIN.
APPROVED
EMBEDMENT
SEALANT
n*• .. JAMB INSTALLATION DETAIL
d ` CONCRETEIMASONRYINSTALLAtION
2 1/2• MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETE/MASONRY INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
OESIGNED IN ACCORDANCE WITH ASTM E2112
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 WITHUT FILLERS
oaAww. 7No RI
J.L. 08-02357
ME NTS I aNE 09/03/14_ jsImET5 OF 12
L. RMERI'O LOMAS P.E.
14M KVWFORD RO LEMSVXLE. IVC 27027
171-BR!•0609 Ab."Oft twspe ca.
DATE APPRWEO
06/01/15 R.L.
10/27/16 R.L.
SIGNED: 11/15/2016
C'EN`rF'9i1'
4.T
0
AT V0_F0.{
k
FS; R,<ORIOri/
DNA `tE\
Luis R. Lomas P.E.
FL No.: 62514
REWSONS
1/2" MIN. REV 00"WTON DATE AVVROVW
EDGE DISTANCE
3/4" MIN A REVISED INSTALLATION DETAILS 06/01/15 R.L.
WOOD FRAMING 1 1/4" MIN.
METAL EDGE' DISTANCE B REVISED NAME AND ADDRESS 10/27/16 R.L.
OR 2% BUCK EMBEDMENT STRUCTURE
B
BY OTHERS BY OTHERS 1/4" MAX.
r SHIM SPACE
1/4" MAX.
BACKER ROD SHIM SPACE
do APPROVED
SEALANT RIGID FILLER
110 WOOD SCREW
EXTERIOR
INTERIOR
1#10 WOOD SCREW
RICID FILLER
BACKER ROD
k APPROVED 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 I SHIM SPACE
RIGID FILLER
1/2" MIN.
EDGE DISTANCE
I INTERIOR
10 WOOD
SCREW
WOOD FRAMING EXTERIOR
OR 2X BUCK
BY OTHERS BACKER ROD
do APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
BACKER ROD J
do APPROVED RIGID FILLER
SEALANT
10 SMS OR
SELF DRILLING
SCREW
EXTERIOR INTERIOR
10 SMS OR
SELF DRILLING
SCREW
BACKER ROD RIGID FILLER
do APPROVED
SEALANT 1/4" MAX.
SHIM SPACE
METAL---
IST-7STRUCTURE NOTES:
BY OTHERS 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
3/4" MIN 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE
EDGE DISTANCE DESIGNED IN ACCORDANCE WITHASTM E2112
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
1/4" MAX.
r SHIM SPACE
I
I
RIGID FILLER '
3/4" MIN.
EDGE DISTANCE INTERIOR, 1
J , 110 SMS OR
SELF DRILLING
SCREWS
METAL EXTERIOR
STRUCTURE BACKER ROD
BY OTHERS do APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
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 WITH RIGID FILLERS
ORAWW oRc NO ODJ.L. 08-02357 8
W^E NTS oATc 09/03/14 sNEET6 OF 12
L. ROBERTO LOMAS P E
IM WOODFORD RD LEWISVILLE. NC 27W3
434•6ee-OW9 ebnus®It wspsmm
SIGNED: 1111512016
J\s
I I I li 41
G E N SF' 9'
P TAT OF,{L,
ii'FS` F RIOP G• S/aNA N\
Luls R. Lomas P.E.
FL No.: 62514
REVISIONS
REV DESCRIPTION D IC APPROVED
2 1/2• MIN. A REVISED INSTALLATION DETAILS 06/01/I5 R.L.
EDGE DISTANCE I B REVISED NAME AND ADDRESS 10/27/16 R.L.
CONCRETE/MASONRY
BY OTHERS
1 1/4• MIN.
1 1/4• MIN.
EMBEDMENT
OPTIONAL IX BUCK
EMBEDMENTSEENOTES3 — 7
SHEET I r
a
CONCRETE/MASONRY
BACKER R00 1/4• MAX. 8Y OTHERSl 1/4• MAX.
do APPROVED SHIM SPACE SHIM SPACE
LASEANT OPTIONAL 1X BUCK
RIGID FILLER SEE NOTES 3 — 7
SHEET 1 RIGID FILLER
3/16• TAPCON
EXTERIOR INTERIOR 3/ 16• TAPCON INTERIOR
3/16• TAPCON
BACKER ROD
do APPROVED RIGID FILLER
SEALANT
1/4• MAX. 2 1/2•
OPTIONAL 1X BUCK SHIM SPACE MIN.
SEE NOTE 3 — 7 EDGE
SHEET 1 o1srANGE EXTERIOR
CONCRETE/MASONRY 1 BACKER ROD
BY OTHERS e 1 1/4• MIN. APPRSEALANT
a EMBEDMENT
a., JAMB INSTALLATION DETAIL
a ` .. CONCRETE/MASONRY INSTALLATION
2 1/2• MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETE/MASONRY INSTALLATION
NOTES.,
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TOBE DESIGNED
IN ACCORDANCE WITH ASTM E2112 SIGNED:
11/15/2016 MI
WIND DOORS, LLC 1R oWw. MnRANDK S 11iO4// 9JI%
GRATZ, PA 17030 G E li y SERIES
185 ALUMINUM FIXED WINDOW 73"
X 72" NON —IMPACT FINLESS
INSTALLATION DETAILS WITH RIGID FILLERS M_ATV0_FI`4*U:_= OAF
F(OR10P: • DRAWN.owc No. REV OB
7 B SS NA 11E G\
LUIS
R. Lomas P.E. FL
No.: 62514 suaE
NTS 011E 09/03/ 14 S HEET 7OF 12 L.ROBERTOLOMASPE.
14M WOODFORD
RD LEWISVILLE. NC 27023 434-M-
OW diomarOttam ernm
1/2- MIN,
rEDGE DISTANCE
WOOD FRAMING 1 1/4" MIN. METAL
3/4" MIN
r EDGE DISTANCEOR2XBUCK
BY OTHERS
EMBEDMENT STRUCTURE
BY OTHERS 1/4• MAX.
SHIM SPACE
1/4' MAX.
BACKER ROD k SHIM SPACE
APPROVED SEALANT BACKER ROD do
BEHIND FLANGE APPROVED SEALANT
10 WOOD SCREW
BEHIND FLANGE
10 SMS OR
SELF DRILLING
SCREW
EXTERIOR EXTERIOR INTERIOR
INTERIOR
10 SMS OR
10 WOOD SCREW SELF DRILLING
SCREW SCREW
BACKER ROD do
RIGID FILLER
ROD do RIGID FILLER
APPROVED SEALANT4iff 1/4- MAX. APPROVED SEALANT
BEHIND FLANGE SHIM SPACE BEHIND FLANGE 1/4- MAX
r SHIM SPACEf
WOOD FRAMING 1 1/4' MIN.
METAL
OR 2X BUCK EMBEDMENT
STRUCTURE 4BYOTHERSBYOTHElRS
3/4" MIN i
1/2" MIN EDGE DISTANCE T
EDGE DISTANCE VERTICAL CROSS SECTION
VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION
WOOD FRAMING OR 2X BUCK INSTALLATION
RCVISONS -
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/01/15 R.L.
B REVISED NAME AND ADDRESS 1 10/27/16 R.L.
NOTES:
I. 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
1/4" MAX.
1 1/4* MIN. 1/4" MAX. SHIM SPACE
EMBEDMENT SHIM SPACEI I(F•,tl
t,t •I
1/2- MIN. 3/4" MIN, INTERIOR
EDGE DISTANCE EDGE DISTANCE SIGNED: 1111512016
INTERIOR
LLCMIWINDOWS. MNDKET ST.
DOORS, S R!l
d
10 WOOD 10 SMS OR GRATZ, PA 17030 GE1VS:9;%
SCREW E SELF DRILLING c . I SERIES 185 ALUMINUM FIXED WINDOW
y • * = W000 FRAMING
SCREWS 73" X 72" NON —IMPACT a Eq-=
OR 2X BUCK EXTERIOR METAL EXTERIOR FLANGE INSTALLATION DETAILS WITHOUT FILLERS x1 • TAT OF •,
BY OTHERS BACKER R00 Ac STRUCTURE
BY OTHERS BACKER R00 k I,
NC iOEES OR10: G\ APPROVED SEALANT
BEHIND FLANGE
APPROVED SEALANT J•L. 08-02357 B S/• " \\
JAMB INSTALLATION DETAIL
BEHIND FLANGE'
JAMB INSTALLATION DETAIL1, v:
se; NTS GUE 09/03/14 S-ET8 OF 12 I1111% \\\
WOOD FRAM/NGOR2XBUCK INSTALLATION METAL STRUCTURE INSTALLATION , L
ROBERTO LOMAS P.E. 1432WOODFORDRDLEWL9v4LE,
NC27023 Luis R. Lomas P.E. FL
No.: 62514
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1 X 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 OTHERS
2 1/2- MIN.
EDGE DISTANCE
1 1/4' MIN. n
EMBEDMENT
14 MAX.
SNI/M SPACE
3/ 16' TAPCON
INTERIOR
3/16" TAPCON
n ' 1/4' MAX.
SHIM SPACE
1 1/4" MIN.
a EMBEDMENT
4
2 1/2- MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETEANASONRY INSTALLATION
1 1/4' MIN.
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1X BUCK
SEE NOTES 3 — 7
SHEET 1
3/ 16- TAPCON
2 1/2"
MIN.
EOCE
DISTANCE
I
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY. ;
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112 ,
s •
REV OESCWTM GATE APPROVED
A REVISED INSTALLATION DETAILS 06/01/15 R.L
B REVISED NAME AND ADDRESS 10/27/16 R.L.
1/4' MAX.
SHIM SPACEr
INTERIOR
EXTERIOR
BACKER ROD &
APPROVED SEALANT
BEHIND FLAI4GE
JAMB INSTALLATION DETAIL
CONCRETIDWSONRY INSTALLATION
SIGNED: 1111512016
MI WINDOWS AND DOORS, LLC 1LIIII111I,
650 W. MARKET ST.
GRATZ. PA 17030 J\5 • DA7 i
GENS.9U1
SERIES 185 ALUMINUM FIXED WINDOW*• 0 61 •*=
73" X 72" NON -IMPACT
FLANGE INSTALLATION DETAILS WITHOUT FILLERS p•• TAT OF
DRAWN. owc No. REV
O'`
FNZOR10; •
J.L.
74
08-02357 B ONA11E
G\
NTS °11E 09/03/14 y1ET9 OF 12 4 0\
L. ROBERTO LOMAS P E.
14M W"FORD RO LEWTSVILLE. NC 2704 Luis R. Lomas P.E.
FL No.: 625144Nu6C/-0609 Avm®lbnimemm
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD k
APPROVED SEALANT
BEHIND FLANGE
1/2" MIN.
EDGE DISTANCE
1 1/4" MIN.
F EMBEDMENT
1/4" MAX.
SHIM SPACE
RIGID FILLER
S10 WOOD SCREW
METAL
STRUCTURE
BY OTHERS
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
3/4" MIN
EDGE DISTANCE
r SHIM SPACE
RIGID FILLER
110 SMS OR
SELF DRILLING
SCREW
RENSIDNS
REV DESCRWTGN EAIE APPROVED
A REVISED INSTALLATION DETAILS 06/01/15 RL.
B REVISED NAME AND ADDRESS 10/27/16 R.L.
EXTERIOR EXTERIOR INTERIOR
INTERIOR
110 SMS OR
010 WOOD SCREW SELF DRILLING
SCREW
BACKER ROD k
RIGID FILLER
BACKER ROD do RIGID FILLER
APPROVED SEALANT 1/4" MAX. APPROVED SEALANT
BEHIND FLANGE SHIM SPACE BEHIND FLANGE 1/4" MAX
F SHIM SPACE NOTES:
WOOD FRAMING
1 1/4" MIN.
METAL I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
OR 2X BUCK I EMBEDMENT STRUCTURE NOT SHOWN FOR CLARITY.
BY OTHERS BY OTHERS 2. PERIMETER AND JO/NTSEALANT BYOTHERS TOBE 3/4"
MIN I DESIGNED IN ACCORDANCE WITH ASTM E2182 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 r
SHIM SPACE 1RIGID FILLER
D
MIN. EDGEE
o1sTANc
INTERIOR
I 110
WOODSCREW
WOOD FRAMING
OR
2X BUCK
EXTERIOR BY OTHERS BACKER
ROD & APPROVED SEALANT BEHIND
FLANGE JAMB
INSTALLATION DETAIL
WOOD FRAMING OR
2X BUCK INSTALLATION 1/4" MAX.
SHIM SPACE RIGID
FILLER 3/
4" MIN.
INTERIOR EDGE DISTANCE SIGNED:
11/15/2016 MI WINDOWS LLC
ow. MNDKDOORS, ET
ST. 1R. Lod G 110 SMS
ORGRATZ. PA 17030 E N y 9tp SERIES 185 ALUMINUM
FIXED WINDOW 73" X 72"
NON —IMPACT SELF GRILLING SCREWS
fr7 •. l:
Lp2` METAL EXTERIOR
FLANGE
INSTALLATION DETAILS WITH RIGID FILLERS A" TAT OF •{t l,,` BYROTHERS BACKERR00
k APPROVED F' SEALANT
BEHIND
JAMB
INSTALLATION
DETAIL
METAL STRUCTURE INSTALLATION
i Fs f4OR10P 111NA
11E\\\\\ Luls
R. Lomas
P.E. FL No.: 62514
oaANNSTUCTURE owc No
0802357REv
B SGLE
NTS "'
E
09/03/ 14 SWET 10 OF 12 L.ROSERrOLDMASPE II92
WOODFORD RO
LEWISVILLE, NO 27023 434.6l4M Ab=
s@ftmasyl Dom
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1 X 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 OTHERS
2 1/2• MIN.
EDGE DISTANCE
1° 1 1/4' MIN.
EMBEDMENT
1/4' MAX.
SHIM SPACE
RIGID FILLER
3/16- TAPCON
INTERIOR
3/16- TAPCON
RIGID FILLER
1/4' MAX,
SHIM SPACE
1 1/4' MIN.
4 EMBEDMENT
e
2 1/2' MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETEMASONRY INSTALLATION
1 1/4• MIN.
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS
OPTIONAL IX BUCK
SEE NOTES 3 — 7
SHEET 1
3/16- TAPCON
2 1/2-
MIN.
EDGE
DISTANCE
I
REWSONS
REY DESCRU VON DAIE APPROVED
A REVISED INSTALLATION DETAILS 06/01/15 RL.
0 REVISED NAME AND ADDRESS 10/27/16 R.L.
I
1/4' MAX.
SHIM SPACE
RIGID FILLER
INTERIOR
EXTERIOR
BACKER ROO &
APPROVED SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
CONCRETE(MASONRY INSTALLATION
SIGNED: 11/15/2016
MI WINDOWS AND DOORS, LLC R I o/iilNOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS.
NOT FOR
650 W. MARKET ST.
GRATZ, PA 17030
NN \S\\5
J •E SHOIYN CLARITY. 5.9 SERIES
185 ALUMINUM FIXED WINDOW 2.PERIMETER AND JOINT SEALANT BY OTHERS TOBE DESIGNED
IN ACCORDANCE WITHASTME2112 Oy6126) •• 73"
X 72" NON -IMPACT FLANGE
INSTALLATION DETAILS WITH RIGID FILLERS OF FS;
o[
ORLOP
N OMAN:
oxc No RLv 08
02 57 a iis OMA souEDALENTS09/03/14 11 OF 12 11EN\ L.
ROBERTO LOWS P.E 14M
WOODFORD RO LEMSVILLE, NO 27023 Luis R. Lomas P.E. 231.
0CE-06" db wsp&jw aW&cc. FL No.: 62514
APPROVED
SEALANT
BEHIND FIN 1 1/4" MIN,
EMBEDMENT
6 W000 W000
SCREW FRAMING
BY OTHERS
I 1/4" MAX.
SHIM SPACE WOOD FRAMING —I
1/4" MAX
BY OTHERS3/8" MIN SHIM SPACE
EDGE DISTANCE
p6 WOOD
SCREW INTERIOR
INTERIOR
EXTERIOR
1/4" MAX
I
r SHIM SPACE
3/8- MIN
EDGE DISTANCE
86 WOOD WOOD
SCREW FRAMING
APPROVED 1 1/4" MIN. BY OTHERS
SEALANT EMBEDMENT
BEHIND FIN
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
11/4'
MIN.
EMBEDMENT
APPROVED
SEALANT
BEHIND FIN
EXTERIOR
3/8" MIN
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
REVISIONS
REV OESCRPRON Mi APPROVED
A REVISED INSTALLATION DETAILS 06/01/15 R.L.
B REVISED NAME AND ADDRESS 10/27/16 R.L.
NOTES:
I 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
I•: MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ. PA 17030
SERIES 185 ALUMINUM FIXED WINDOW
I•' 73" X 72" NON —IMPACT
FIN INSTALLATION DETAILS
ORAWN: — No
L
08-02357
NTS aATE 09/03/14 SHEET 12 OF 12
L. ROBERTO LOADS RE
1432 WOODFORD RO LEWMALLE, NC 27023
431.6R04M bm Wccm
SIGNED: 1111512016
11It. to1111111l177i
4 i
0,,61251 * =
A TTAt(TE OF ; t
OOR 1164 aG\
Luis R. Lomas P.E.
FL No.: 62514
Florida Building Code Online Page 1 of 3
I
Fla '
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Product ApprovalO.9
a a" USER: Pubilc User
Product Approval Menu > ProduQ or Aopliwtlon Search > Application List > Application Detail
FL # FL15353-R3
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/Email
Category
Subcategory
Compliance Method
MI Windows and Doors
650 West Market Street
Gratz, PA 17030
717) 365-3300 Ext2560
bsitlinger@miwd.com
Brent Sitlinger
bsitlinger@miwd.com
Windows
Mullions
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 License PE-62514
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Steven M. Urich, PE
2 Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
FL15353 R3 COI FLCOI.Ddf
Standard
AAMA 450
Method 1 Option D
Year
2010
https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvdWIS... 2/1 /2018
Florida Building Code Online Page 2 of 3
Date Submitted 10/16/2017
Date Validated 10/23/2017
Date Pending FBC Approval 10/26/2017
Date Approved 12/12/2017
Summary of Products
FL # Model, Number or Name Description
15353.1 5764 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15353 R3 II 08-01448B.odf
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 AE 512072B.odf
span: 104-1/4'. Created by Independent Third Party: Yes
15353.2 5764 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15353 R3 II 08-01439B.odf
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 AE 512063B.odf
span: 83" Created by Independent Third Party: Yes
15353.3 5765 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15353 R3 lI 08-01449B.odf
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 FLIS353 R3 AE 512073B.Odf
span: 156-3/8' Created by Independent Third Party: Yes
15353.4 5765 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15353 R3 II 08-01440B.odf
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 FLIS353 R3 AE 512064B.odf
span: 83". Created by Independent Third Party: Yes
15353.5 CM-18514 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15353 R3 II 08-01442B.odf
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 FLIS353 R3 AE 512066B.Ddf
length - 83". Created by Independent Third Party: Yes
15353.6 CM-18520 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL153S3 R3 II 08-01451B.odf
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 FLIS353 R3 AE 512075B.Odf
span - 156-3/8" Created by Independent Third Party: Yes
15353.7 CM-18523 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15353 R3 II 08-01452B.odf
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 FLIS353 R3 AE 512076B.Ddf
span - 104-1/4". Created by Independent Third Party: Yes
15353.8 CM-18531 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FLIS353 R3 II 08-01443B.odf
Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIS... 2/1 /2018
Florida Building Code Online Page 3 of 3
Impact Resistant: Yes
Design Pressure: N/A
Created by Independent Third Party: Yes
Evaluation Reports
Other: Max Single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE 512067B.odf
span - 83" Created by Independent Third Party: Yes
15353.9 CM-18532 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL35353 R3 it 08-01453B.odf
Verified By: Luis R romas, PE PE-62514
Impact Resistant: Yes
Design Pressure: N/A
Created by Independent Third Party: Yes
Evaluation Reports
Other: Max single window size - 52-1/8" x 84". Max mullion FL15353 R3 AE 512077B.odf
span - 156-3/8" Created by Independent Third Party: Yes
15353.10 CM-18533 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ:-No FL15353 R3 II 08-01444B.ndf
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 AE 512068B.odf
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 FL15353 R3 II 08-01454B.Ddf
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 AE 512078B.Ddf
span: 156-3/8". Created by Independent Third Party: Yes
Bakdk Nex
Conde[ Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone, 850-487.1824
The State of Florida is an AA/EEO employer. Cocvdaht 2007.2013 State of Florida.:: PrWaev Statement :: AcoessibihN Statement :: Refund Statement
Under Florida to., email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send
electronic mall to this entity. Instead, contact the office by phone or by traditional marl. If you have any questions, please contact 850.487.1395. 'Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If
they have one. The emalls provided may be used for Official communication with the licensee. However email addresses are public record If 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. To determine If you are a licensee under
Chapter 455, F.S., please click here .
Product Approval Accepts:
Mrilji w.ac 0
Cnedk Card
Safe
https://www.floridabuilding.org/carlpr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWlS... 2/l /2018
NOTES-
1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE
RESPONSIBILITY 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=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REOUIRED FOR THIS
PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3.
5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS
DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED
UNDER SEPARATE APPROVAL.
6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE
SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY 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.
8) 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 REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE
CHAPTER 16.
2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON
PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH.
3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT
THE 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 EQUAL OR GREATER THAN REOUIRED
DESIGN PRESSURE OBTAINED IN STEP 1.
TRIBUTARY WIDTH -
W1 2 W2
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/10/15 R L.
B REVISED ANCHORING NOTES 8 INSTIL DET 1 06/07/17 R.L.
ANCHORING NOTES:
1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE # 10 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 1' MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS
SHOWN IN INSTALLATION DETAILS SHEET 3.
3) FOR ANCHORING INTO METAL USE 010 SMS OR SELF DRILLING1SCREWWITHSUFFICIENTLENGTHTOACHIEVE3THREADSMINIMUM
BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN
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 3.200 PSI.
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N.
TYPE 1 (OR GREATER).
D. METAL STRUCTURE —STEEL 18CA (.048-) FY-33KSI/FU-52KSI
OR ALUMINUM 6063—T5 FU=3OKSI .062" THICK MINIMUM.
6) FOR ATTACHING WINDOW UNITS TO MULLION USE /10 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 SCREWS AT EACH WINDOW.
TABLE OF CONTENTS
SHEET NO. DESCRIPTION
1 NOTES
2 CONFIGURATIONS AND DP CHART
3 INSTALLATION DETAILS
4 COMPONENTS
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ, PA 17030-0370
5764 — VERTICAL MULLION
83" MULLION SPAN
GENERAL NOTES
DRAWN: pWO ND.
V.L. 08-01439
SCALE NTS I DATE 01 / 1 1 / 12 ISHM 1 OF 4
L ROBERTO LOADS P.E.
14M WOODFORD RD LEWISVILLE. NC 27023
434.6864609 foonatowwwspf COM
SIGNED: 1011312017
0%II I I I III/7j
a 6 ••*-
TATE OF •ems
B LE G``` I
Luis R. Lomas P.E.
FL No.: 62514
107 3/8-
COMBINED WIDTH
W,-
83"1 1FRAME
HEIGHT WINDOW WINDOW
MULLION
SPAN)
1-1
J J
107 3/8"
COMBINED WIDTH
W1-I[-W2-
83 1FRAMELw
HEIGHT WINDOW
MULLION
SPAN) !
J_
107 3/8•
COMBINED WIDTH
W1 -jr-- F W2
11
8Y 1 1 WINDOW 1FRAME
HEGHT WINDO 1, WINDO 1, MULLIONLIONf
SPAN'
1 1 1 W,
I F- W2 - 107
3/8• COMBINED
WIDTH Design
nressure ration insn Mullion
an
In Tributary
width (in) 18.
13 25.50 36.00 42.00 48.00 52.13 25.
00 120.0 120.0 1200. 1200 1200. 1200. 27.
38 120.0 1200 120.0 1200 120.0 120.0 49.
63 IWO 9&3 81.2 76.9 75.2 75.1 62.
00 71.0 52.2 39.7 35.9 33.4 32.3 65.
63 59 6 43.7 33.0 296 27.4 263 72.
00 44.9 32.7 24.4 218 19.9 19.0 ROD
28 1 203 LARGE
AND SMALL MISSILE IMPACT, LEVEL 0. WIND ZONE 3 DIMENSIONS
IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE
FLANGE. 107
3/B' COMBINED
WIDTH WI -
I 1- W2 83*
FRAME "
WINDOW Io.DHEIGHT
MULLION
SPAN)
L /
J /
J F_
107
3/8" COMBINED
WIDTH WI -
I[- W2 83'
H 1 WINDOW]/H
FRAMEHEIGHT(MULLION
SPAN)
W1--
4- W2 107
3/8" COMBINED
WIDTH REVISIONS
I
REV I DESM99MM I D+tE I APPROVED 1 A
I REVISED INSTALLATION DETAILS 06/10/I5 IRL B
REVISED ANCHORING NOTES & INSTL DET. 06/07/17 JR.L. 107
3/8" COMBINED
WIDTH F_ Wl W2 BY
1 1 WINDOW J FRAME
HEIGHT
WINDO/ WINDOW MULLION
r SPAN)
1 A. APPROVED
CONFIGURATIONS MULTIPLE
UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH
DOES NOT EXCEED f07"' AS SHOWN HEREIN. Desian
aressure ratina /nsn with rrehar Mullion
span (
In) Tr
butary width 18.
13 2S.50 36.00 42.00 In
46.
00 52.13 25.
00 120.0 120.0 120.0 120.0 120. O 120.0 37.
38 120.0 120.0 120.0 120.0 120.0 120 0 49.
63 120 0 98.3 812 76.9 75.2 75.1 62.
00 95.2 70.0 53.3 48.1 44.8 43.4 6S.
63 80.0 58.6 44.2 39.7 367 35.3 72.
M0 60.3 43.9 32.8 29.2 26 7 25.5 84.
00 1 37.7 27.3 201 17.7 16.0 15.1 LARGE
AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS
IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE
FLANGE. W1
L 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. 1 08-01439 B E
NTS I OWIE 01/11/12 -' 2 OF 4 L.
ROBERTO LOMASP.E. 1432
WOODFORD RO LEWISVILLE, NC 27023 434.
61115-0609 dbMASONJowspe ton SIGNED:
1011312017 E
No' AAT0!
0E--,tQ- 0•. SSIONAj1EaG\
Luis
R. Lomas P.E. FL
No.: 62514
UIU
J
rr==- I
r---- i
I II
I
V MIN
EDGE DISTANCE
MASONRY/CONCRETE
BY OTHERS
1 1/4-
MIN. EMBEDMENT
1/4" ELCO ULTRACON TAPCON
SECT5796
CLIP
OPTIONAL
REBAR
SECT5764
MULLION
MT000022
CLIP
010 WOOD SCREW
18 MIN.
EMBEDMENT
WOOD FRAMING/
1/2' MIN. L 2X BUCK
EDGE BY OTHERS
DISTANCE
VERTICAL CROSS SECTION
MASONRYA;ONCRETE AND WOOD FRAMING
INSTALLATION
NOTE: CLIPS MAY BE USED IN MASONRY/CONCRETE
OR WOOD FRAMING SUBSTRATE,
REMSKM
xxwvrlor QUE APPROVED
REVISED INSTALLATION OEfAI1S 06/10/15 R.L.
REVISED ANCHORING NOTES $ INSR GET. 1 06/07/17 1 R.L.
MT000022
CLIP
r ,
d 10 SMS OR
i I SELF GRILLING
SCREW
METAL
1/2- MIN. STRUCTURE
EDGE L BY OTHERS
DISTANCE
VERTICAL CROSS SECTION
METAL INSTALLATION
SIGNED: 1011312017
MI WINDOWS AND DOORS, LLC 11111III,,
650GRATZWESTSTREETPA17030-0370 rJ\GENS '9 1
5764 — VERTICAL MULLION 0y625 k =
83" MULLION SPAN
INSTALLATION DETAILS q , SLAT OF Lys
F•:(0RIO"• mwN UK No.
08-s0 439
RLv
8 7SSj0NAj1E G\
soot NTS art 01 / 1 1 / 12 OF 4
L. ROBERTO LOMAS P,E.
II,72 WOOOFORO RD LEWISVILLEKC 2M23 Luis R. Lomas P.E.
434•6W-OM Ab.As "Vocom FL No.: 62514
F-- 2 140' —II
1125"
SECT5764 MULLION
ALUMINUM 6005-T5.125' THICK
0.688-
7
1.531 "
RF-185 2 REBAR
16 GA (062) GALVANIZED STEEL
NOTES: 1. CLIPS MAY BE USED IN
MASONRY/CONCRETE OR WOOD FRAMING
SUBSTRATE.
2. FOR WOOD k 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"
L 3.250"
0.843'
4.000'
O
MT000022 CLIP
16GA (.063y GALVANIZED STEEL
SEE NOTE 2 d 3. THIS SHEET.
3.750"
2.189" —
0.375"
0.843" -711 —
2x 00.210'
I 1.562"
1.562'Ai
SECT5796 CLIP
FOR WOOD FRAMING INSTALLATION
ALUMINUM 6063•T5.125' THICK
RMIONS
RN DESCRIPTION DARE .WPRVJEO
A REVISED INSTALLATION DETAILS 06/10/15 R L.
9 REVISED ANCHORING NOTES & INSTL OET. 06/07/17 R.L.
3.750'
1.000' 0.375"
0 422"
2 032"
1_
0.843"
2.875"
SECT5796 CLIP \- 2x 00.210"
FOR CONCRETE INSTALLATION
ALUMINUM 6063-T5.125"THICK
SIGNED: 1011312017
MI WINDOWS D LLC
C(04f i/ MN EOOOR E,T650 S a .WEST
GRATZ, PA 17030-0370
j 05764 - VERTICAL MULLION
83" MULLION SPAN 4 VO ctrCOMPONENTS 'S0 , TAT az
0
0ROt
08 9
Gv\ S,
11%1 ON1 1SCENTSGAVE01/11/12 9W4OF 4 L.
RMERTOLOMASPE. 1432
WOODFORD RD LEWISVILLE, NC 2M" LUIS R. Lomas P.E. U4-
6 4M dkvnw@W mRV@wo FL No.: 62514
Florida Building Code Online Page 1 of 3
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ttt
a'a Product Approval
USER: Public User
Product Approval Menu > Produtt or Aooliution SLL%b > Application List > Application Detail
a
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@jameshardie.com
Authorized Signature Pingsheng Zhu
pingsheng.zhu@jameshardie.com
Technical Representative Pingsheng Zhu
Address/Phone/Email 10901 Elm Ave.
Fontana, CA 92337
909) 349-2927
pingsheng.zhu@jameshardie.com
Quality Assurance Representative Pingsheng Zhu
Address/Phone/Email 10901 Elm Ave.
Fontana, CA 92337
909)349-2927
pingsheng.zhu@jameshardie.com
Category Panel Walls
Subcategory Siding
Compliance Method Evaluation Report from a Flonda Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Ronald I. Ogawa
the Evaluation Report
Florida Ucense 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.
E/ Validation Checklist - Hardcopy Received
Certificate of Independence FL13223 R4 COI RIO - Certificate of Independence. DO
Referenced Standard and Year (of Standard) Standard
ASTM C1186
ASTM E330
Year
2007
2002
Equivalence of Product Standards
Certified By Florida Ucensed Professional Engineer or Architect
FL13223 R4 Eouiv R10-2692B-17 ASTM C1186 eouivalencv.odf
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FC... 2/6/2018
Florida Building Code Online Page 2 of 3
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
08/09/2017
08/25/2017
08/28/2017
10/10/2017
FL # Model, Number or Name Description
13223.1 Cempanel Siding fiber -cement panel siding
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL13223 R4 II cemoanel-installation.odf
Approved for use outside HVHZ: Yes FL13223 R4 II NOA 17-0406.06.Ddf
Impact Resistant: Yes FL13223 R4 11 RIO 2689-17 Panel to Furrino.Ddf
Design Pressure: N/A FL13223 R4 li RIO-2686-17 Panel Wood Metal Frame.Ddf
Verified By: Ronald 1. Ogawa 24121Other: For use inside a HVHZ install in accordance with
NOA 17-0406.06 Created by Independent Third Party: No
Evaluation Reports
FL13223 R4 AE NOA 17-0406.06.odf
FL13223 R4 AE RIO 2689-17 Panel to Furrino.Ddf
FL13223 R4 AE RIO-2686-17 Panel Wood Metal Frame.odf
Created by Independent Third Party: Yes
13223.2 HardiePanel Siding fiber -cement panel siding
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL13223 R4 11 HardiePanel-Installation.Ddf
Approved for use outside HVHZ: Yes FL13223 R4 11 NOA 17-0406.06.odf
Impact Resistant: Yes FL13223 R4 II RIO 2689-17 Panel to Furrino.odf
Design Pressure: N/A FL13223 R4 II RIO-2686-17 Panel Wood Metal Frame.Ddf
Verified By: Ronald I. Ogawa 24121Other: For use inside a HVHZ install in accordance with
NOA 17-0406.06 Created by Independent Third Party: No
Evaluation Reports
FL13223 R4 AE NOA 17-0406.06.odf
FL13223 R4 AE RIO 2689-17 Panel to Furrina.Ddf
FL13223 R4 AE RIO-2686-17 Panel Wood Metal Frame.odf
Created by Independent Third Party: Yes
13223.3 Prevail Panel Siding fiber -cement panel siding
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL13223 R4 11 NOA 17-0406.06.odf
Approved for use outside HVHZ: Yes FL13223 R4 II Prevail-Panel-Installation.Ddf
Impact Resistant. N/A FL13223 R4 ll RIO 2689-17 Panel to Furrino.odf
Design Pressure: N/A FL13223 R4 II RIO-2686-17 Panel Wood Metal Frame.Ddf
Verified By: Ronald I. Ogawa 24121Other. For use inside a HVHZ install in accordance with
NOA 17-0406.06 Created by Independent Third Party: No
Evaluation Reports
FL13223 R4 AE NOA 17-0406.06.Ddf
FL13223 R4 AE RIO 2689-17 Panel to Furrino.Ddf
FL13223 R4 AE RIO-2686-17 Panel Wood Metal Frame.odf
Created by Independent Third Party: Yes
Bade Nert
Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone. 850.487.1824
The State of Florida Is an AA/EEO employer. Coovnoht 2007.2013 State of Florida.:: Privacy Statement :: Ac[esslDllity Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a public-reCords request, do not Send
electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to
Section 455.275(1), Flonda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If
they have one. The emalls provided may be used for officialcommunication with the licensee. However email addresses are public record. If you do not wish to supply
a personal address, please provide the Department with an email address which can be (rode available to the public. To determine If you are a licensee under Chapter
455, F.S , please dick here . Product
Approval Accepts: MEE
M http://
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Florida Building Code Online Page 3 of 3
Cry; Card
Safe.
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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.,
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
and decking material.
surfaces, flashing and counterflashing
shall be installed per the roofing
clearance between
the bottom of James
requirements for clearance between James Hardie® manufacturer's instructions. Provide a Hardie products and
the bottom edge of the siding and products and paths, Figure 7 minimum 1 % 2" clearance between horizontal flashing.
the adjacent finished grade. steps and driveways. I the roofing and the bottom edge of the Do not caulk gap.
Figure 5 e"'d
concrete
6' min. Iroundebon
Maintain a minimum 1 " gap
between gutter end caps and
siding & trim.
Figure 9
siding
gutter and end cep
Figure 6
I
rtnln
It a I
111507
Do not bridge floors with HardiePanel* siding. Horizontal
joints should always be created between floors Oig.10).
Mier. ;
IResistive
Figure 10
earner
IHonantal
Tnm
S II
I
SheaWng
HankePanel•
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.
Refer to fig. 3 on
page 1.
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
few'"D roof intersects a sidewall. The roof must be flashed with step
Flowing flashing. Where the roof terminates, install a kickout to deflect
water away from the siding. It is best to install a self -adhering
membrane on the wall before the subfascia and trim boards
are nailed in place, and then come back to install the 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 code
R905.2.8.3 : ".:.flashing shall be a min -of 4" high and'
wide." James Hardie recommends the kickout be angled
between 1000 - 1100 to maximize water deflection
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 %vind 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 over -drive nail heads or drive nails at an angle.
If 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 nail).
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 fEq
UTN Countersunk,
fill &add nail
Figure A
uJ
Figure B
do not under
drive nails DONOT STAPLEFigur
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
e
Hardie Panel OAXro• amesHardie Vertical
Siding / EFFECTIVE SEPTEMBER 2013 RM INSTALLATION
REQUIREMENTS RESIDENTIAL SINGLE FAK4ILY ONLY - PRIMED & COLORPLUS2 PRODUCTS Visit tgm,iameshaidie.com for the most recent version. SMOOTH -
CEDARMILLO • 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 HZ1 OTM PRODUCTS OUTSIDE AN HZ10m 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 corners from
breakage. James Hardie is not responsible
for damage caused by
improper storage and handling of the
product. CUTTING
INSTRUCTIONS OUTDOORS
INDOORS 1.
PosPuon WIN station so that wind will blow dust away from riser 1. Cut only using score and snap, or shears (manual, electric or pneumatic). and
others in wodcing area 2. Position cutting slation in wall -ventilated area 2.
Use one of the following methods: a.
Best i. Score and snap 1.
Shears (manual, electric or pneumatic) - NEVER use a power saw indoors b.
Batter. i. Dust reducing circular saw equipped with a • NEVER use a circular saw blade than does not carry fie HardeMde saw blade trademark HardkeBlade`
saw blade and HEPA vacuum exraction NEVER dry sweep - Use wet suppression or HEPA Vacuum c.
Good: L Dust reducing Circular saw with a HardieBlade saw blade only
use for low to moderate cirdifg) Important
Note' For ma>amum pro'tion (lowest respirable dust production), James Hardie recommaWs always using -Besi"4evel acting methods where feasble. NIM-
approved respirators can be used III corljunction wrh above cutting practices to further reduce dust exposues. Additional eVostae information is avdlable at
wvAktlarnesharde corn to help you determine th8 most appropriate cutting method for your lob requirement& l concern still e:dZ about e,tosure levels or you do
not comply with the above practices, you should always corts,l a Waldied industrial hygienist or contact James Hardie for further information. sM.05, GENERAL
REQUIREMENTS: These
insi uctions to be used for residential single family installations only. For Commercial / Muhi-Famiy installation requirements go to www.JamesHardieCommercial.com HardiePanel
vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" D.C. See genemal fastening requirements. Irregularities in framing
and sheathing can mirror through the finished application. James Hardie recommends installing HardiePanel on a capillary break (rainscreen/f rring) as a best practice. Information
on installing'James Hardie products over foam can be located in JH Tech Bulletin 19 at www. iamehardie.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's 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 are not suitable for ColorPlus. Refer to ColorPlus section pa a 3. DO
NOT use stain, oil/al d base paint, or powder coating on James Hardier Products. For
larger projects, including commercial and multi-famiy 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.JamesHardie.com. INSTALLATION:
Joint
Treatment FastenerRequirements • Vertical
Joints - Install panels in moderate contact (fig. 1), alternatively Positionfasteners3/8" 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 caulked (
Not applicable to ColorPlusn Finish) (fig. 2). HardiePanelVerticalSidingInstallation • Framing
must be provided at horizontal and vertical edges for nailing. Horizontal Joints Provide Z-f lashing at all horizontal joints (fig. 3). HardiePanel
vertical siding must be joined on stud. Figure 2 Figure 3 water -
resistive barrier water-resistrve barrier Double
stud may be required to maintain minimum edge 4 stud water-resls*m waler•resislive nailing
distances. 2><4stud barrier barrier Figure
1 stu . —upper
panel .— upper panel water -
resistive " r ., Donot
1/4• aD DO not t/4"gap barrier
Eau
lr Caulk Sheathing
HardiePanel Batten Joint "H" Joint ^Z•nashing f ''Z•ttashing 00
vertical siding water -resistive barriertlecoraike keep
nails 2 z 4 stud .lo:ver 1—hand hoard 3/
8' min. lower from
panel pallet '
panel edges
plate °
Figure
4 fie, „
leave appropnate gap between Recommendation When O
O
panels, than caulk- ifSlalling $IQIfa 8, prdvl0e moderate
contact Caulk
Joint a txwble stud at panel Now
applicable to ColaPttrse Finish) joints to avoid nailing Fjkeepfasteners2• 'Apply caulk in arxorcance with caulk through grooves. away
from corners mantifacturer's rwiben application instruclions. um For
additional information on HardieWrapTM Weather Barrier, consult ,lames Hardie at 1-866-4Hardie or www.hardiewrar).com WARNING:
AVOID BREATHING SILICA DUST James
Hardie* products contain resprable crystalline silica. which Is krio n to the State of CalHama to cause cancer and is considered by IARC and NOSH to be a cause of ante; from some occupational spines. Braa7hing excessive
amohmLq of respirable sera dust an also muse a disabling and potenWdy label lung disease called sdkosis, and has been Imked with other diseases. Some studies suggest smoking may Increase these risks During installation
or harming: (1) work in outdoor areas with ample ventilation,; (2) use fiber cement stars for curing or, where not feasible, use a Hankeeiade'saw blade and dust -reducing orcular saw adadned to a HEPA racwm; 3)
wain others in the immediate area, (4) wear a prdoery-fined. NOSH -approved dust mask or resprrator leg. N-95) inaccorance with applicable gwernment regulations and manufacturer Drructions to further limn respirable
silica uposures. During dean -up, use KPA vacuums of wet daanuD methods - never dry sweep For lurther m'amaiton. reler to our installation instructions and Material Safety Daa Sheet available at wwwjameshardie.
com or by tailing 1-e00.911ARDIE (1-e00-942.7343). FAILURE TO ADHERE TO OUR WARNNGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL WJUIRY OR DEATH 2W
HS1236 -
P1/3 1/13
A- >o.
CAULKING
For best results use an Elastomeric Joint Sealant complying 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 Ouad as well as some other caulking
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. DO NOT use stain, oillalkyd base paint, or powder coating on James Hardie' Products. James Hardie products
James Hardie touch-up kits are required must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are
to touch-up ColorPlus products. recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications.
Back -rolling is recommended N the siding is sprayed.
COLORPLUS° TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE
I• Care should be taken when handling and cutting James Hardie® ColoAus® 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 ColorPlusO Technology touch-up applicator. Touch-up should be used sparingly.
If large areas require touch-up, replace the damaged area with new HardiePanelm 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 ColorPlus° 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 Cedarmill 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, oil/alkyd 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
FECOGNITION In accordance with IMES Evaluation Repon ESR-1844, HardePanel® vertical sung is recognized as a suitable alternate to that specified In. the 2006.2OD9. 8 20121ntemational Rasoantlal Code for One -and
Two-Fampy Dwellings and the 2006, 2009, 8 2012 International Building Code. HardiePanel vertical siding is also recognized for application in the roWng: Oly of Los Angeles Research Repot No. 248U, State of Florlda
fisting FL#889, Dade County, Flonea NOA No. 02-0729.02, U.S. Dept. of HUD Materials Release 1263c, Texas Department of Insurance Product Evaluation EC-23, city of New fork MEA 223.93-M, and Caldomla DSA PA-019
These documents should also be co nsu ted for additional information concerning the suhabillry of this product for specific applications.
2013 James Hardie Building Products. All rights reserved. Additional Installation Information, m
TM, SM, and ® denote trademarks or registered trademarks of
James HardieTechnology Limited Q is a registered Warranties, and Warnings are available at JamesHardle
trademark of James Hardie Technology Limited. www.jameshardie.com
HS1236 - P3/3 6/13
J
MIAMMADE COUNT? CR C
Aocrtcomo ACCREDITEDLAsowTortr
July 30, 2017
Pingsheng Zhu, P:E.
Product Compliance Engineer
James Hardie Building Products
10901 Elm Ave.
Fontana, CA 92337
Re: NOA-17-0406.06
Relative to FBC 2017
Project RIO-2679AA-17
Dear Pingsheng.
After review of the 2017 FBC, it is my opinion that the current NOA-17-0406.06 is in compliance with the 2017 Florida
Building Code.
Referenced Standards in the-2017 FBC:
1, Wood: AWC NDS-2015 & SDPWS-2015
2. Structural Loads: ASCEISEl'-7-10
3. Concrete: ACE-318-14
4. Masonry: TMS402-20161AC1530-131ASCE-5-13
5. Structural Steel: AISC 360.10 (Including manual of steel construction 2010 (I O'edition)) —
6. Cold -formed Steel: AISI'100-12
7. Aluminum: ADM-1-2015
In addition, I am making the following Statement of Independence as requested:
1. Ronald Ogawa, does not have nor does it intend to acquire or will it acquire any financial interest in any company manufacturing or
distributing products for which evaluations are issued.
2. Ronald Ogawa is not owned, operated or controlled by any company manufacturing or distributing products it evaluates or inspect
3. Ronald Ogawa Inc does not have, nor will it acquire a financial interest In any company manufacturing or distributing products for
which reports are being issued.
4. Ronald Ogawa does not have, nor will it acquire a financial Interest in any other entity involved in the approiral process of the product
Should you have any questions on anything, please contact me.
Sincerely,
Ronald I. Ogawa, PIE.
RI Ogawa & Associates, Inc.
IAS Laboratory Approval, TL 360
IAS Quality Control Agency, AA-705
CRRC Approved Testing Laboratory for Solar Reflectance and Emissivity
State of Florida Approved Validator and Third Paity Quality Control Agency
714) 292-2602
rontcDriooawa.com
CC: Roger Ogawa - RI Ogawa & Associates, Inc.
Caren Ogawa - RI Ogawa & Associates, Inc:
Lab Address: 1985 Sampson Avenue, Corona, CA 92879 • Phone (714) 321-4939 • Fax (714) 908-1815 • E-mail: rooerfW-rioaawa com
Mailing Address:16835 Algonquin St. C443, Huntington Beach, CA 92649 • Phone.(702) 491-3710 • Fax (714) 908-1815 • E+nall: debbyOrioammcom
Engineering • Quality Control 9 Product Development 9 Inspections • Code•Consulting . Expert Wdness • Testing
M IAM I-DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) =.miamidade.¢ov/economy
James Hardie Building Product, Inc.
10901 Elm Avenue
Fontana, CA 92337
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submutted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This ].BOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone. .: ' ' - -
I
ESCRIPTION: "Hardie", "Cem" and "Prevail" Planks and Pan'A Fiber Cement Siding and Soffit
APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail
Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details
Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the
manufacturer, signed and sealed by Ronald I.Ogawa, P.E., bearing the Miami -Dade County Product
Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, Plant City, Florida, and the
following statements: "ASTM C 1186 Type A compliant" and "Miami -Dade County Product Control
Approved" is to be located on each siding plank or panel and per FBC 1710.9.2 and 1710.9.3 on soffit
panels.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 15-0122.04 and consists of this page 1 and evidence page E-1, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 17-0406.06
h0AM40u4DE COUPfI Y
Expiration Date: May 1, 2022
Approval Date: May 4, 2017
1Z7l2017 Page 1
James Hardie Building Products, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS "Submitted under NOA # 13-0311.07"
1. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel;
HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel;
Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated
04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I.Ogawa,
P.E.
B. TESTS "Submitted under NOA # 13-0311.07"
1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of HardiePlank, HardieSoffit
and HardiePanel, prepared by Intertek Testing Services NA LTD, Test Report No.
100733361COQ-004, dated 08/24/2012, with revision 1 dated 04/25/201-3; signed and =
sealed by Rick Curkeet, P.E. -
Submitted under NOA # 02-0729.02"
Laboratory Report Test Date Signature
2. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves P.E.
3. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves P.E.
4. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS "Submitted under NOA # 15-0122.04"
1. Statement letter of code conformance to the 5t' edition (2014) FBC issued by Ronald
I.Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I:
Oga-wa, P.E.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 17-0406.06
Expiration Date: May 1, 2022
Approval Date: May 4, 2017
E-1
I
1_
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 17-0406.06
Expiration,&te 05/01 /2022
By
eft *8 Fl "
WALL LENG SEE
Stud Spacing at 10' O.C. DETAIL A
11X
3M' Minimum
518" 8rlck 15 ply APA rated
ind OOA A l pyvmd sheathing
11d' Q ,. 'i••
i.`; • •,_ i•
amoaiencewithFlorida
Buiild'ng Code Section
23223
Water-resisfive
barrier per Florida
CodeBuilding
Seclon1404.2
sSQ'1'll` Wood Studs
PRQQ1 0 0—U9-MPTL0-!1.
hlardiePanel®, CempanelO, &
Prevail® Panel Siding materials are
nonasbestos fiber-orment products
tested in accordance with ASTM
C1186 Grade II, Type A and meeting
the requirements ofthe Florida
Building Code.
EAN_ LON-0-M_QM&
Width Length Thickness
4' 8.9,19 5/16,
QUJ- N PRE—MMI& -96-M !
Installation Design Pressure
Wood Studs 76 psf
Impact Resistant - Hardiepanel,
S19N Cempanel, Planks installed over 5/B" thick 15 ply
Nails at 16" O.C. (typ.) ptrvall Panel APA rated plywood sheathing
Distance
siding •
Sl4Q Sheathing fastener, as described in
Note 1
Panel fastener, as described in
Note 2
i HardiePanel. Cempanel,
7YS'
Prevail Panel Siding
Mrdt'
Water -resistive barrier per
Florida Building Code Section
1404.2
ply APA rated
athing fastened in
accordance with Florida Building
Code Section 2322.3
2" X 4" S-P-F Wood Studs
The wall and soffit frames are to be designed
by the Architect or Engineer of Record in
eompGance with the Florida Building Code.
IARDIF C_MP NE4 PREVAILp 1NEL RLQ IN-S-gLf;..1LTIQ t DE—IM ,S.
All installation shall be done in conformance vital this Notice of Acceptance, the manufacturer's
installation recommendations, and the applicable sections of the Florida Building Code.
Wood studs when; HardiePanel, Cempanel, Prevail Panel Siding will be installed shall be
designed by an Engineer or Architect per the Florida Building Code and the requirements of this
N.OA
Note 11 SW thick / 5 ply APA rated plywood sheathing shall be attached to the sleds In
accordance with Florida Building Code Section 2322.3.
The siding panels shall be installed over 5/8' thick 15 ply APA rated plywood sheathing supported
by a minimum of 2"X4" S-P-F wood studs spaced a maximum of 16' O.C.
ENote 2] The siding panel fastener shall be a 2" long, 0.223" head diameter, 0.097' shank
diameter, corrosion resistant siding nail; the fasteners shall be spaced at 6" O.C. at panel edges
and intermediate studs; the fasteners shall be driven through the 5/8" thick / 5 ply APA rated
plywood sheathing into wood studs located at 1W O.C.
Fasteners shallnhave a minimum edge distance of 3M" and a minimum clearance of 2" from
comers.
Creator. E. Gonzales
HARDIEPANEL, CEMPANEL, PREVAIL PANEL
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
James Hardie Building Products, Inc.
10901 Elm Avenue
Fontana, CA 9=7
size Fsru NO OwG No
q PNL-PLK >01717
IW =1'-0' 1 Date: 412412013 19 reer 1 OF 12
Jl
r 1.
Fastener Spacing per FloridaBuildingCodeSection2322.3
I.
1tEfi7 Ci V1SFD
e an fi vilb dMeFloridn
edllNea Cods
4,,pvwe No 12 .
07
Pmdud
Fastener Spacing per Florida -
Building Code Section 232Z3
I
flo<iitia
PRODUCT RENEWED
Code as complying with the Florida
C Building Code
CC/ /G'/ I '`777 NOA-OA-No. 17-0406.06
Expiratlon e05/01/2022
BSI L
htta0lr prOdL dCeDlloi By
Miami- a duct Control
NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED
WITH 3-11T 16d COMMON NAILS (2 PER TOP AND
BOTTOM CONNECTION)
THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
SHEAVING
NOMINAL SW THICK / 5 PLY APA RATED PLYWOOD
SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA
BUILDNG CODE SECTION 2322.3
q1 ApDLG
THE PANEL IS FASTENED WITH T LONG, 0.223" HEAD
DIAMETER, 0.092" SHANK DIAMETER, CORROSION
RESISTANT SIDING NAILS, PLACE NAILS 6" O.C. AT
PANEL EDGES AND INTERMEDIATE STUDS
Cladding
Framing
Sheathing
FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE
NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
HARDIEPANEL, CEMPANEL, PREVAIL PANEL
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
James Hardie Building Products, Inc.
e
10901 Elm Avenue
Fontana, CA 92337
hone: 909356-6300 SIZE FSCM No
I
DMNO Fax
909-421.0634 A PNL-PLK-SOFF Creator.
E. Gonzales sau.e 1" = 1'-0" • Dale: 4/2412013 weer 2 OF 12
PROF
as con
Bulldln
NOA-N
Expiral
By_
Miami,
WALL LENGTH
F- Stud Spacing at 16" O.C.
0___ 1 I 1
77-
WALL
1
RE ED
R Rri Ihe•t'brida
UCT RENEWED
plying with the Florida
g Code
o. 17-0406.06
a Wkh ON ['Gxlde
l f1.v7
3/8" Minimum
PC
fl No.
STATE
Distance Nails at V' O.C. (typ.)
Sheathing fastener, as
described in Note 1.
Panel fastener, as described in
Note 2
HardiePanelO Siding
Water -resistive barrier per
Florida Building Code Section
1404.2
518" thick / 5 ply APA rated
plywood sheathing fastened
to metal studs as described
in Note 1.
Ion D e05/01/2022 209a, 3.8/8" X 1.5/8" Metal C*stud
The wall and soffit frames are to be designed
a e Product Control by the Architect or Engineer of Record In
I compliance with the 51orlda Building Code.
SEE
DETAIL A
6/8' thick 15 ply APA rated
I plywood sheathing fastened
to metal studs as described
in Note 1
st~c_TloL
Water -resistive
barrier per Florida
Building Code
Section 1404.2
20ga.1W X 1-618"
Metal Cstud
HardkPanel,
Cempanel,
Proved Panel
Siding
EQQUCT_ S_gKE0P_N
HardlePanelD. CempaneW, & Pfevail®
Panel Siding materials are nonesbestos
fiber -cement products tested in
accordance with ASTM C1186 Grade II,
Type A and meeting the requirements o
the Florida Building Code.
LIMMLOWs
Width Length Thickness
4' 8,9,10' 5/16"
JZESIG_IJY_}3ESS_U.F_jE96TJN-G.
Installation Design Pressure
Metal Studs -104 psf
Impact Resistant -
Panel installed over 618" thick / 5 ply
APA rated plywood sheathing
i RO.N LyCEMP14.4 p13.E C!14P9N 1...$IDIIyG 1Nls.TA A.ILOLJ.D_t TAIL S
All installation shall be done In conformance with this Notice of Acceptance, the manufacturers
installation recommendations, and the applicable sections of the Florida Building Code.
Metal studs where HardiePanel, Cempanel, Prevail Panel Siding will be Installed shall be
designed by an Englheer or Architect per the Florida Building Code and the requirements of this
N.O.A.
Note 115/8" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at e"oc at
panel edges and all Intermediate supports using a No.8-18, 0.315' head diameter x 1-1/4' long bugle
head screw The
siding panels shall be Installed over 5/8" thick / 5 ply APA rated plywood sheathing supported
by a minimum 20ga, Nominal 3.5/8" X 1-5/8" Metal C-studs spaced a matdmum of 16" O.
C. Note
2) The siding panel fastener shall be a minimum No. 8-18, 0.316" head diameter X 1-5/8, long'
ribbed bugle head screw (*or screw shall have at least 3 full threads penetrating metal framing);
the fasteners shall be spaced at 6" O.C. at panel edges and Intermediate studs; the fasteners
shall be driven through the 5/8" thick 15 ply APA rated plywood sheathing into metal studs
located at 16" O.C. Fasteners
shall have a minimum edge distance of 318" and a minimum clearance of 2" from comers.
Fax
909A27.0634 Creator.
E. Gonzales HARDIEPANEL,
CEMPANEI, PREVAIL PANEL INSTALLATION
DETAILS METAL STUD CONSTRUCTION James
Hardie Building Products, Inc. 10901
Elm Avenue Fontana,
CA 92337 No
A
I I PNL-PLK-SOFF 1/
2" a 1'4" 1 Date, 4/24/2013 1SHEET 3 OF 12
6.001n.
I I
I I
I
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 17-0406.06
Exptratton te05/01/2022
y
Niem a P oduet Coet ol
MODUCT BEVLSM
w oompyiog with the Ir1ieds
ITtdldieg Code
A=pW—H,13-v91r c7
7
13y4Micmi sdc Prodgmt cmu'ut
F_RAIIIiIt+LG.
NOMINAL 20 GAUGE 3-5/$" X 1-518" STEEL STUDS 16" O.C.
FASTENED WITH 518' WAFER HEAD SCREWS (2 PER TOP
AND BOTTOM CONNECTION)
THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
NOMINAL 518" THICK 15 PLY APA RATED PLYWOOD
SHEATHING TO METAL STUDS AT 6" OC AT PANEL
EDGES AND ALL INTERMEDIATE SUPPORTS USING A
NO.8-18, 0.315' HEAD DIAMETER X 1-1W LONG BUGLE
HEAD SCREW
CLADDING
THE PANEL 1S FASTENED WITH NO.B-18, 0.315" HEAD
DIAMETER X 1-5/8' LONG CORROSION RESISTANT
RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT
LEAST 3 FULL THREADS PENETRATING THE METAL
FRAMING), PLACE SCREWS 6" O.C. AT PANEL EDGES
AND INTERMEDIATE STUDS
Cladding
Framing
Sheathing
I'
I.I
OGA
aS
0. 121
STATE OF
S ONAL
FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM AMON AND
NOTPARTF 7H S APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FGRAVITY
RE OR
THESE LOADS) Dhone:
909-356.630U FaX
809-427-owwl - A Creator:
E. Gonzales sme HARDIEPANEL,
CEMPANEL, PREVAIL PANEL INSTALLATION
DETAILS METAL STUD CONSTRUCTION James
Hardie Building Products, Inc. 10901
Elm Avenue Fontana,
CA 92337 PNL-
PLK-SOFF 1 Date:
4124/2013 THEFT 4 OF 12
at 16" O.C.
T
I
WALL
as
t3y '
i
L_ L. _ .L— .— . 3 -- —[._ .l
8 f--
3/4" Minimum Edge Distance
Q lL9
PR *Cir t3HVL
arc ylrg
MrikhL22.0
F1or;ds
Ne IS
LENG
with toe t'lad&
Sheathing fastener, as
described in Note 1
1.
6'S10 N AN.
Nails at 16" O.C. (typ.)
Siding fastener, as
described in Note 2
HardiePlank,
Cemplank, Prevail
Lap Skiing
Water -resistive barrier
per Florida Building
Code Section 1404.2
1
5/8" thick 15 ply APA rated
plywood sheathing fastened
PRODUCT RENEWED In accordance with Florida
as complying with the Florida Building Code Section
Building Code 2322.3
NOA-Mo. 17-0406.06
Expiration te05/01/2022 2"X 4" S-P-F Wood Studs
The wall and soffit frames are to be designed
By by the Architect or Engineer of Record InMlam'
l
a Product Control
compliance with the Florida Building Code.
SEE
DETAIL A
F&OaU&i D1E.SMEDOt1
HardlePlank®, CemplankO, &
Prevail® Plank Lap Siding materials
thick / 5 ply APA are nonasbestos tlbercement
d plywood products tested In accordance with
athing in
ASTM C1186 Grade It, Type A and
rdance with meeting the requirements of the
Ida Building Code
Florida Building Cade.
ton2327-3 p-pl-L-Pi IMMIli$
water -resistive Width Length Thickness
barrier per Florida sg-1/2• 12' 6/16"
Building Code
Sorlion 14042 • QFsI(;NP 1EAL !9 FRn1'1 UA 2"
X 4• S-Pf Installation Design PrAsure Wood
Studs Wood Studs -92 psf Lap
Siding Impact Resistant - Planks
Installed over 5/8" thick / 5 ply 1.
1/4• tau X 5/16" APA rated plywood sheathing thick
starter strip HAD1t`
P_LAC K CEM LANL pR/A_ IIL SIAING NSigI.Ul7tOsl_D 7k 1 All
Installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation
recommendations, and the applicable sections of the Florida Building Code. Wood
studs where HardiePlank, Cemplank, Prevail Lap Siding will be Installed shall be designed by an Engineer
or Architect per the Florida 6ullding Code and the requirements of this N.O.A. Note
1] 5M thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordance with
Florida Building Code Section 2322.3. Planks
shall be applied horizontally commencing from the bottom course of the wall with 1-114" wide laps
at the top of the plank such that the exposure area of each plank is:5 8.1/4" vertically. Note
2] The siding fastener shall be a 2-1/2' long, 0.223" head diameter, 0.092" shank diameter, oorroslon-
resistant siding nail; The siding is fastened s 8-114" O.C. vertically and 16" O.C. horizontally; fasteners
are driven into wood studs through 518" thick 15 ply APA rated plywood sheathing, fasteners are
placed In the overlapping area approximately 3/4' from the bottom edge of the overtopping plank. Vertical
Joints shall be placed over studs. The
planks shall be installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum
of 2"X4" S-P-F,wood studs spaced a maximum of 16" O.C. Fasteners
shall have a minimum edge distance of 3/8. HARDIEPLANK,
CEMPLANK, PREVAIL LAP SIDING INSTALLATION
DETAILS WOOD STUD CONSTRUCTION James
Hardie Building Produds, Inc. A0901
Elm Avenue Fontana,
CA 92337 OMNO
PNL-PLK-
SOFF Creator. I-
Gonzales - IscArF 1/2" 71'-0' 1 Date: 4124/2013 ,SHEET 5 OP 12
Fastener Spacing per Florida
Building Code Section 2322.3 16 in OC Cladding
I, Framing
T-
Fastener Spacing per Florida
PRODUCT RENEWED Building Code Section 2322.3
Sheathing
as complying with the Florida
Building Code • INOA-No. 17-0406.06 •_-_•.__ _
0.75in
Explratlon O e05/01/2022
By
M larni-iYadfi Product Control I.
PROWC t RHV1SM
9m7
witb the 1rCarida ,
07
I tltl N. A -
ttt - Sy MaDUCr 6EVISED
Mum, ade Product caafte! I 'S
58.25in. a «wpdyigt whh tie ilaide I \` F•••
bM15 12 , No. 121 .`•
er ` ' STATE OF ;
i tad.a O F v
ERAMINc - •r '• . 1OR10P,' 0
NOMINAL 2" X 4" S-P-F WOOD STUDS 1W O.C. FASTENED = F' ' ''••••••''• to Ql
WITH 3-1/2' 16d COMMON NAILS (2 PER TOP AND
BOTTOM CONNECTION) FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION ANO GKKQiVfYY LOAD ARETHEWALLANDSOFFITFRAMESARETOBEDESIGNED
NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
SHEATHING
NOMINAL 518" THICK / 5 PLY APA RATED PLYWOOD -
SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING
BUILDING CODE SECTION 2322.3 INSTALLATION DETAILS WOOD STUD CONSTRUCTION
CLAdQ)('
PLANKS.OVERLAP 1-1/4'
THE EXPOSURE IS s8-1/4" James Hardie Building Products, Inc
THE PLANKS ARE FACE NAILED WITH 2-1/2' LONG, 0.223" - p
10901 Elm Avenue
HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION- Fontana, CA 92337
RESISTANT SIDING NAILS,-PLACEO 3/4' UP FROM THE Phone: 909-356-6300 stm FSoMNO [ENO REV
BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION Fax 909-427-0634 A PNL-PLK-SOFF t
Creator. E. Gonzales '' '
4"
sCAE 1' = V-0" Date: 4/2412013 SHEET 6 OF 12
IStud Spacing at 16" O.C. — --
i ; is ;: ji ! •: !
i ' i as eoa plyiog wd6 eEo IFIo.i4a j j t 4s • •.
WALL = i j »altdingt ode IIt is
WEIG
tz
B S oIVAL3/4" Minimum Edge Distance Nails at 16., O.C. (typ.) '., .
D'TAll.i
the Florkls
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA No. 17-0406.06
Expiration gW05/01/2022
By
SEE
DETAIL A
5/8" thick 15 ply APA
1 r rated plywood
sheathing fastened
to metal studs as
described In Note 1
Walerrresistive
barrier per Florida
Building Code
Section 1404.2
i \ 20ga, 38/8' X 1.5/8-
Metal Crstud
U \ HardiePlank,
mptank, Prevail
WibPT15) Lap Siding
1-1/4' tall X 5/18•
thick starter strip
P&Q-QUCT 17 S. RIPTIQJy
HardiePlank, CemplankO, and
Prevail® Plank Lap Siding materials
are nonasbestos fiber -cement
products tested In accordance with
ASTM C1186 Grade II, Type A and
meeting the requirements of the
Florida Building Code.
P-LANKDJMEC. 0ATt
Width Length Thickness
S t}1/2' 12' 5/16"
DEsL AA-4— RE RATIO
Installation Design Pressure
Metal Studs -92 psf
Impact Resistant -
Planks Installed over 5/8" thick / 5 ply
APA rated plywood sheathing
S
IA__DIF3LJ,NKCEMPLANK EVAIL LAP SING IN S GLB')_Q J DE/ILS
All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's Installation
Sheathing fastener, as recommendations, and the applicable sections of the Florida Building Code.
described in Note 1 Metal studs where HardiePlank, Cemplank, Prevail Lap Siding will be installed shall be designed by an
Engineer or Architect per the Florida Building Code and the requirements of this N.OA
Note 11 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6'0e at panel
Siding fastener, as edges and all intermediate supports using a No.8-18, 0.316" head diameter x 1-1/4' long bugle head screw
described in Note 2 Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4' wide laps at
the top of the plank such that the exposure area of each plank Is:5 8-1/4" vertically.
Note 2) The siding fastener shall be a minimum No. 8-18, 0.315' head diameter X 2-1/4" long* bugle head
HardiePlank, screw over metal studs ('or screw shall have at least 3 full threads penetrating metal framing); The siding Is
Cemplank, fastened:5 8-1/4 O.C. vertically and 16 O.C. horizontally; fasteners are driven into metal studs through 5/8"
thick /5 ply APA rated plywood sheathing,'fasteners are placed in the overlapping area approximately 3/4' Prevail Lap Siding from the bottom edge of the Overlapping plank
Vertical joints shall be plaoec! over studs.
Water -resistive The planks shall be Installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum
barrier per Florida 209a, Nominal 3-S/8" X 1-5/8" Metal C tuds spaced a maximum of 16" O.C.
Building Code
Fasteners shall have a minimum edge distance of 3/8".
Section 1404.2 HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING
APA rated INSTALLATION DETAILS METAL STUD CONSTRUCTION5/8" thick / ply
plywood sheathing fastened to
metal studs as described in
Note 1
20ga, 3S/8" X 1-518" Metal C-stud
The wall and soffit frames are to be designed
by the Architect or Engineer of Record in
compliance with the Florida Building Code.
James Hardie Building Products, Ina
10901 Elm Avenue
Fontana, CA 92337
Fax 909427.06M A I IPNL-PLK SOFE
Creator. E. Gonzales ' scue 1W a t'-0" I Date; 4/24/2013 I sir 7OF12
1
6.00in. ln. OC Cladding
T I
6.00in. " I I " I Framing
I I 6.00in.00 I Sheathing
PRODUCT RENEWED I "—I • I
as complying with the Florida
Building Code
L _ NOA-No. 17-0406.06
0.751n.TT YExpiration,ID te05/01/2022
By I " I • , Uiiiri.,..
Mlnml-Drafe Product Control j I Iltl OGA(/1/A
EVI
0cozoplyu:gaandic0064s _ .. owyplyinaw1FIuiB•
I `,,,`1
CC`•• =`
CoftANo07 fs o. 121
STATE OF • t•v6 a Qoa+rot - , vroa.,e • I -off :
01
NOMINAL 20 GAUGE 3-5/8" X 1-5/8" STEEL STUDS 16'
O.C. FASTENED WITH 5/8" LONG RIBBED BUGLE HEAD
SCREWS (2 PER TOP AND BOTTOM CONNECT(ON)
THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE
BY THE ARCHITECT OR ENGINEER OF RECORD IN NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
COMPLIANCE WITH THE FLORIDA BUILDING CODE
SFiEAT(NG '
NOMINAL SW THICK / 5 PLY APA RATED PLYWOOD
SHEATHING TO METAL STUDS AT 6" OC AT -PANEL
EDGES AND ALL INTERMEDIATE SUPPORTS USING A '
NO.8-18, 0.315" HEAD DIAMETER X 1-1/4' LONG BUGLE
HEAD SCREW
HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING
c aolIc INSTALLATION DETAILS METAL STUD CONSTRUCTION
PLANKS OVERLAP 1-1/4"
THE EXPOSURE IS:; 8-1/4" James Hardie Building Products,.inc.
THE PLANKS ARE FASTENED WITH NO.8-18.0.315" _ 10901 Elm Avenue
HEAD DIAMETER X 2-1/4' LONG CORROSION- ° Fontana, CA 92337
RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW
SHALL HAVE AT LEAST 3 FULL THREADS Phone: 909-356.6300 . sizs FSCM.No owaNO AEv
PENETRATING THE METAL FRAMING), PLACED 3/4" UPIC
Fax 909-427-0634 A PNL-PLK-SOFF 1
FROM THE BOTTOM EDGE OF THE PLANK AT EACHreator. E. Gonzales scnl a 1" = r-o" Dare: 4rz4/2013 srlaEr 8 OF 12
STUD LOCATION
WALL LENGTH SEE
Shad Spacing at 16" O.C. DETAIL A
2" x 4 S-P-F
j •; ;.i
L i wood Studs
WALE.! i.i I, .. j
i ! VI
HardieSof%
I :•
I i Cemsofnt 3/
8" Minimum QESA1.
PRODUCT
RENEWED as
complying with the Florida Building
Code NOS -
No. 17-0406.06 Expiration
Qaje05/01/2022 Nails
at 4" O.C. (typ.)pRODUCT IEvL%M Distance
48 awoyin wi& an Flw;& t+
b •dl ac r3
ft"'
a Cwd Soffit
fastener, as described
in Note 1 HardieSoffit,
Cemsofl9t r
gy-
Mlaml-
a e roduct Control Minimum
2" X 4" S-P-F Wood Studs The
wall and soffit frames are to be designed
by the Architect or Engineer
of Record In compliance with
the Florida Building Code. Pt
QD_t M EschiE T-t109 HardleSOffitV & Cemsoffi(® materials
are nonasbestos fiber -cement
products tested in accordance with ASTM
C1186 Grade 11, Type A and meeting the
requirements of the Florida Building Code. SQFFITpIMEN$
IQNS Width
Length Thickness
4 V 1/
4" QE.$IG ty
M_S_S UAE_L1ATj_N_ Installation Design Pressure
Wood Studs -70
psf No. 4 21.
STATE OF FORO... %`
S810NAL IiARD1ES0
CE.
M.
S_O.FFJ-T NEL,TQI.f .AJJQypET9.(LS Ali Installation shall
be done In conformance with this Notice of Acceptance, the manufacturer's Installation recommendations, and
the applicable sections of the Florida Building Code. Wood studs where
HardleSoffit, Cemsofft will be installed shall be designed by an Engineer or Architect per the
Florida Building Code and the requirements of this N.OA The soffit shall -
be installed over minimum 2'7C4" S-P-F wood studs spaced a maximum of 16" O.C. Note 1] The
soffit fastener shall be a 2' long, 0.223" head diameter, 0.0921 shank diameter, corrosion resistant siding
nail; the fasteners shall be spaced at 4" O.C. at panel edges and intermediate studs; the
fasteners shall be driven into wood studs located at 16" U.C. Fasteners shall have
a minimum edge distance of 318" and a minimum clearance of 2" from comers. tROD= REVLM) 9uHd
oig je&
A10 Fla" Acrepr noeNP13•-03!!,
G Y y Aromrct Coneol
HARDIESOFFIT,
CEMSOFFIT PANEL
INSTALLATION DETAILS WOOD
STUD CONSTRUCTION FSCM NO James
Hardie Building
Products, Inc. 10001 Elm Avenue
Fontana, CA 92337
PNL-PLK-SOFF
Cladding
Framing
PRODUCT RENEWED..
as complying with the Florida .
Building Code
N OA-No. 17-0406.06
Expiration Da 05/01/2022
By
4.00ii1.l Miami - Product Control
Peeoucr a>rvlsen PRowcr s Etv
as aw ybis wim ilic rwri& as oompl,•i„ S wi b dee I WAM 0'
n coax Dwldioi; Coat • ` =
Ao oe •dn /.00epcenar No 131 .d i
F.x rat;on sae . / ar7 Np 121
t+..nw+ roosol BI. i
Niam o.ae Pnm,t c4at*w
STATE OF '
sS/0NAL
F M(NG
NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED
WITH 3-1/2.16d COMMON NAILS (2 PER TOP -AND BOTTOM FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE
CONNECTION) • NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY
THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE
WITH THE FLORIDA BUILDING CODE
THE SOFFIT IS FASTENED WITH 2• LONG, 0.223" HEAD
y
HARDIESOFFIT, CEMSOFFIT PANEL
DIAMETER, 0.092" SHANK DIAMETER, CORROSION INSTALLATION DETAILS WOOD STUD CONSTRUCTION
RESISTANT SIDING NAILS, PLACE NAILS 4" O.C. AT PANEL
EDGES AND INTERMEDIATE STUDS James Hardie Building Products, Ina
0
10901 Elm Avenue
Fontana, CA 92337
Phnno- anc.siF. nn size FSCMNo ovoNO Fax
909427-0634 A PNL-PLK•SOFF Creator.
E Gonzales SCALE 1"=1=0' Date: 4/24/2013 GHEET 100F.12
WALL
1
6
WALL LENGTH
Stud Spacing at 16" O.C.
cam._ i I i
PRODUCT RENEWED
as complying with the Florida
s, Building Code
NOA-No. 17-0406.06
Expiration
i.
By
IMlaml—O tI I
3/8" Minimum Edge Distance
5/01 /2022
Nails at 6" O.C. (typ.
Soffit fastener, as
described in Note 1
HardieSoffit, Cemsoffit
i
20ga. 3-5/8" 1-5/8" Metal C-stud
j The wall and soffit frames are to be
L^ designed by the Architect or Engineer
of Record In compliance with the
Florida Building Code,
srlf
SEE
DETAIL A
2099. 3-5/8" X 1-5/8"
Metet C-stud
He,di S tfi
P_I_-1O_Ql1_C_T Amc-R-1P-TIQtl
HardieSoffitO & CemsoffltO materials
are nonasbestos fiber -cement products
tested in accordance with ASTM C1186
Grade II, Type and meeting the
requirements of the Florida Building
Code.
SOEEiT DJJIJ,E._ISiQNS
Width Length Thickness
W 6 W
e o 4 DE.S_IGN P SSURE R IGCemsotrt
Installation Design Pressure
Metal Studs 55 f
I.
1$1
101 1. 0 GA
EC710N Bel
PROWCr REVS" 1 .
PROMCTREVAED usCW*Yi%wkbWeElmo&
as a'1100% wish the F%" Bull dirtg code No,
AccxPt,M,No
Asmetwo , Fxpirati
Hrr
OF
Kawqdc P.- d Cagrol '`F' •'r paid1lmnsmr'm"Carnal
1ABP SOEFf CEMSOf LLMNCLINSTALW1OtLDETAI4S. s/NAL.EN rrrtl
l
All Installation 'shall be done in conformance with this Notice of Acceptan 6d!{H Mailrufacturer's
installation recommendations, and the applicable sections of the Florida Building Code.
Metal studs where HardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or
Architect per the Florida Building Code and the requirements of this N.O.A:
The soffit shall be installed over minimum 20ga, Nominal 3-618" X 1-5/8" Metal C-studs spaced
a maximum of•16" O.C.
Note 1] The soffit fastener shall be a minimum No. 8-18, 0.315' head diameter X 1-1/4' long*
ribbed bugle head screw (*or screw shall have at least 3 full threads penetrating metal
framing);the fasteners shall be spaced at 6" O.C. at panel edges and Intermediate studs; the
fasteners shall be driven Into metal studs located at 16" O.C.
Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from
comers. 1.'
HAROIESOFFrr, CEMSOFFIT PANEL
INSTALLATION DETAILS METALSTUD CONSTRUCTION
James Hardie Building Products, Inc.
10901 Elm Avenue
Fontana, CA 92337
Phone: 909-356-6300 SIZE FSCG NO OM No Rbv
Fax 909-427-06'34 A PNL-PLK-SOFF 1
Creator. E.•Gonzales SCALE 12" a 1W Dote: 4/24/2013 jewu 11 OF 12
i. --F . .
6.001n.
PRODUCT REVISED
PRODUCT RENEWED .w wMI eft ida ritoDuc't ta M
as complying with the Florida 91lbng , gwitbmo>rbribs
Building Code App-VMpp } .S /
gCodaNOA-No. 17-0406.06 ! /3 31•
Expiration OS/01/2022'ORI !1
i e fi'Ndva'.
By u7..... rlmlc Pfa&ca MI
NOMINAL 20 GAUGE 3-5/6" X 1-SIV' STEEL STUDS 160 O.C.
FASTENED WITH 5/8` WAFER HEAD SCREWS (2 PER TOP FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE
AND BOTTOM CONNECTION) • NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
CJ.AP—D1—Q HARDIESOFFIT, CEMSOFFIT PANEL
THE SOFFIT IS FASTENED WITH NO.8-18, 0.315" HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTION
DIAMETER X 1-1/4 'LONG CORROSION RESISTANT RIBBED
BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3
James Hardie Building Products, Inc. FULL THREADS PENETRATING THE METAL FRAMING), PLACE
SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE 10961 Elm Avenue
STUDS Fontana, CA 92337
Phone:909-356-6300 SIZE FSCIANo owoNO REV
Fax 909.427-0634 I
A PNL-PLK-SOFF 1
Creator. E. Gonzales ISMS 1° = 9 =0" Date: 4/24,2013 1 SHEET 12 OF 12
PROJECT RIO-2689-17
ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE® BRAND
FIBER -CEMENT PANELS TO WOOD FURRING SOLUTIONS
JAMES HARDIE BUILDING PRODUCTS, INC.
10901 ELM AVENUE
FONTANA, CA 92337
TABLE OF CONTENTS
PAGE
COVER PAGE 1
EVALUATION SUBJECT 2
EVALUATION SCOPE 2
EVALUATION PURPOSE 2
REFERENCE REPORTS 2
TEST RESULTS 2
TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING 2
TABLE 1 B, ANALYSIS OF ALLOWABLE LOAD FOR #8 SCREW AT 10" O.C. 2
JUSTIFICATION OF USING THE RESULTS ON LIGHT GAUGE STEEL FRAMING 2
DESIGN WIND LOAD PROCEDURES 3
TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 4
TABLE 3, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 4
TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 4
TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D. 4
TABLE 6, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPANEL SIDING 5-6.
AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE
REQUIREMENTS OF THE ASCE 7-10, THE 2017 FLORIDA BUILDING CODE, AND THE 2015 INTERNATIONAL BUILDING CODE.
PREPARED BY:
RONALD 1. OGAWA & ASSOCIATES, INC.
16835 ALGONQUIN STREET #443
HUNTINGTON BEACH, CA 92649
714-292-2602
714-8474595 FAX
ion• --
pGAWq
o.
OF`.Q c—, a Rip•
m
r
RONALD 1. OGAWA ASSOCIATES, INC.
16835 ALGONOUIN STREET 1M43
HUNTINGTON BEACH, CA 92649
714-292-2602; (F) 714-847-4595
PROJECT: RIO-2689-17
EVALUATION SUBJECT
HardlePaneM Siding
James Handle Product Trade Names covered In this evaluation:
HardiePanel® Siding, Cempenel® Siding, Prevail" Panel Siding
EVALUATION SCOPE:
ASCE 7.10
2017 Florida Building Code
2015International Building Code
2015 International Residential Code
JAMES HARDIE BUILDING PRODUCTS, INC.
1.688-542-7343
infoMameshardie.com
EVALUATION PURPOSE:
This analysis Is to determine the ma:omum design 3-second gust wind speed to be resisted by an assembly of HardiePenel (Cempanel, Prevail Panel) siding fastened to wood furrngs on either wood
or metal framing with nails or sc aws.
REFERENCE REPORTS:
1. Intenek Report 102024353COO-001A. Transverse load test on HardiePenel.
TEST RESULTS:
Table ta. Results of Transverse Load Testing
Frame Fastener Ultimate Allowable
Test Thickness Width Spacing Spacing Fastener Type Load Design Load'
Report Number A an rn) in From Type in.) in. end Dimensions F) PSF) Failure Mode
102024383000-001A Intenek 0.3125 48 2X4 wood stud, 3/4. thick by
3.5' wide SPF furring
16 6 No. 8 X 1.25- long X 0.323- ND
ribbed bugle head screws t60 7 53 8 pull though rtraauro
102024363000-OOIA Imenek 03125 46 2X4 wood stud. 3W thick by
3.5- vide SPF furring
16 8
No. 8 X 1.25-"X 0.323- HD
ribbed bigle head screws - 131,4, 43.8 µdi through
µdi102024363COO-001A Intertek 0.3125 48 2X4 wood stud, 3/4' thick by t 6 12 No. 8 X 1.25- long X 0.323- HD 108.1 J5.4 through 3.5' wide SPF furring ribbed bugle head screws 102024363C00-
0DIA Imenek 0.3125 48 2X4 wood stud, 3/4' thick by 18 B 0.
090' shank X 0.215' HD x 1.5' 147.
6 8.2 pun through rtracrure 3.5' wide SPF furring long ring shank nwl 102024353000-
001A Intenek 0.3125 48 2X4 wood stud, 3W thick by 24 B No. e X 1.26- long X 0.323- HD 7 27.6 pull through rtradure 3.5'vnde SPF tuning ribbed bugle head screws 1.
All fasteners were installed on timing without penetration into the touring members. 2
Allowable load is determined tram ultimate load divided by a factor of safety of 3. 3.
HardieParkel Siding compiles with ASTM C1186, Standard Speafcation for Grade It. Type A Non•asbeims Fiber -Cement Flat Sheets. Table
tb. Analysis of Allowable Load for 08 Screw at 10, O.C, 8
Screw Spedna Fastener
Spacing (in. 8 12 10 Frames
ad in. 18 18 16 Fastener
Tribute area ttr 0.89 1.33 1.11 Allowable
load 43.8 35.4 38.8 Individual
fastener load! Its 38.9 47.2 43.1 The fastener load Wall screw at 17 O.C. was calmdeted as the average of the test results forr and 1 Y O.C. The allowable
load for 08 screw at the spacing of t0' O.C. Into furring can be calculated by Interpolating the results of same fastener at 8' and 12" O.C., since both tests had some fallure mode of fastener pull
through from the panels. As shown in the table, the allowable load for #8 screws Installed at 1 V O.C. to wood furring is 38.8 list. Justification of
Using the Results on Light Gauge Steel Framing In the
subject configurations• an fasteners were attached to furring only, so whether the furring Is attached to wood or steel framing does not affect panels' transverse load capecty. It's the project engineers responsibility
to env" the furring attachment and homing merrabers to have sufficient load capacities. n
RONALD I.OGAWA ASSOCIATES, INC.
16835 ALGONOUIN STREET 11443
HUNTINGTON BEACH, CA 92649
1) 714-292-2602; (F) 714447-4595
PROJECT: RIO-2689.17 JAMES HARDIE BUILDING PRODUCTS, INC.
1-888-542-7343
Infoijameshardie.com
DESIGN WIND LOAD PROCEDURES:
Fiber -cement ddmng transverse load capacity (wind load capacity) is determined via conQlimra testing to Do vents load national lest standards. Via the transverse load testing an allowable design
load is determined based on a factor of safety of 3 applied to the ultimate test load.
Equation1, q6=0.00256•K,•Ke•K.•V' (mt..ASCE 7-10equatsur303.1)
q, . velocity pressure at height z
K, , velocity pressure tutposure coeilydent evaluated at height z
Kr , topographic factor
Equation 2,
K. , vend directionetlty factor
V , basic wind speed (3-second gust MPH) as dete mind from 2015 IBC Figures 1609.3(1), (2), or (3): ASCE 7.10 Figures 28.5.1A, B, or C
V=V' (mt.. 2015 IBC Section 1W2.1 definitions)
V,a , ultimate design Wnd speeds (3-second gust MPH) determined from 2015 IBC Figures 1609.3(1), (2). or (3); ASCE 7.10 Figures 26.5.1A, B. or C
Equation 3, p=q,•(GC,-GC J [mt. ASCE 7-10 equation 30.6.1)
Cr, , product of wilemal pressure coefficient and gust.effect factor
GCr , product of internal pressure aoef6dent and gust -affect factor
p . design pressure (PSF) for siding (allowable desgn load for siding)
To determine design pressure, substitute q, into Equation 3,
Equation 4, p=0.0D256•I,•K,•K,•V.U(GC -GC..)
Allowable Stress Design, AXE 7.10 Section 2.4.1, bad combirattowr 7
Equation 5, 0.61) • 0.6W (at. ASCE 7.10 section 2.4.1, load combinaton 7)
D , dead load
W ,Wnd load
To defermbm the abwable Stress Design Pressure, apply the load factor for W (w&,M from Equation 4 to p (design pressure) determined from equation 4
Equation 6, Pr - 0.6•(p)
Equation 7, P. = 0.610.00256•K.9.N*V.",(GC.-GC i)I
Equation 7Is used to populate Table 3, 4, and 5.
To detemune the allowable ultimata basic wind speed for Hardie Siding in Table 6, Wm Equation 7 for V"
Equation a. V. =(p.0.6.0.00256•K,•K,•K.•(GCW.GCO))°s
Applicable to methods specified in Exceptions 1 through 3 of 2015 ISC Section 16091.1., to determine the 800waft nominal design wtnd speed (Vesd) for Hardie Siding in Table 6, apply the
oomversbn formula below,
Equation 9, V. - V. • (0.6)as (mt.. 201518C Section 1609.3.1)
Vim. , Now" design Wnd speed (3-second gust mph) (rat. 2015 18 C Section 1602.1)
tfpGAWA IS
0
0
FL4 pP sslovi
RONALD I. OGAWA ASSOCIATES, INC.
16835 ALGONOUIN STREET "43
HUNTINGTON BEACH, CA 92649
1) 714-292-2602; (F) 714-847-4595
PROJECT: RIO-2689-17
Table 2, Coaffidems and Constants used In Determining V and p,
K. Was Z" 5
Height (4) Exp B Exp C Exp D Kn Ko GC, GC
0.15 0.7 0.85 1.03 h%60 1 0.86 AA 0.18
20 0.7 0.9 1.08 1 0.85 1.4 0.18
25 0.7 0.94 1 22 1 0.95 1.4 0.18
30 0.7 0.98 1.76 1 0.85 1.4 018
35 0.73 Tol 1.19 1 0.85 1.4 0.18
40 0.76 1.04 1.22 1 0.85 1.4 0.18
45 0.785 1.065 1.245 1 0.85 1.4 0.18
50 0.81 1.09 1.27 1 0.85 14 018
55 0.83 1.17 1.29 7 0.85 1.4 ale
60 0.65 1.13 1.31 t 1 0.85 1 1.4 ale
100 0.09 126 1.43 h>60 t 0.85 1 18 0.18
JAMES HARDIE BUILDING PRODUCTS, INC.
1-888542-7343
inloGoameshardie.com
Table 3, Allowable Stress Design - Component and padding (C&C) Pressures (PSF) to be Restated at Various Wind Speeds - Wind Exposure Category 8,
d Speed 3-secondgust) 100 105 110 115 120 130 140 150 160 1 170 1 180 190 200 210
Height h B B B B B B B B B I B B B B B
0.15 14.4 15.9 17.5 19.1 20.8 24.4 26.3 32.5 37.0 41.7 46.8 52.1 57.8 W.7
20 14 4 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.6 63.7
25 14.4 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 36.8 521 57.6 63 7
30 14.4 15 9 17.5 191 20.8 24.4 28.3 32.5 37.0 41.7 46 8 52.1 57.8 63.7
35 15.1 15.6 18.2 19.9 21.7 25.4 29.5 33.9 38 6 43.5 48.8 54 4 60.2 66.4
40 15.7. 17.3 19.0 20.7 22.6 26 5 30.7 35.3 30.1 45.3 50.8 56.6 62.7 59.1
45 16.2 17.9 19.6 1 -21.4 1 -23.3 27.4 1 31.7 36.4 1 -41.5 1 -46.8 1 -525 1 -58.5 1 -64.6 1 -71.4
50 16.7 48.4 202 221 24,1 282 32.7 37.6 42.8 48.3 54.1 5D.3 66.8 73.7
55 17.1 18 9 20.7 22 5 24.7 28.9 33 6 38.5 43.8 9.5 55.5 61.8 58 5 75.5
1 t 1 3
100 25.6 28.2 31.0 33.6 36.9 43 3 50.2 57.6 1 65.5 1 74.0 829 92.4 102.4 1-t12.9
Table 4, Allowable Stress Design,- Component and Cladding (C&C) Pressures (PSF) to be Resistedst Various Wind Speeds - Wind Exposure Category C, 0
S 3-second ust 100 105 110 115 120 130 140 150 I 760 170 180 19D 1 200 210 Height
R C C C C C C C C C C C C C C 0-
15 17.5 719.3 21.2 212 25.2 29.6 34.4 39.5 34.9 50.7 56 8 63.3 70.1 77.3 20
78.8 20.5 22.5 24.6 7267 31.4 364 41.0 37.5 53.7 60.2 57.1) 74.3 81.9 25
19.4 21.4 23.5 25 6 27.9 32.8 38.0 43.6 49.6 58.0 62.8 70.0 77.6 65.5 30
20.2 22.3 24.6 26.7 29.1 342 39.6 45.5 51 8 58.4 55.5 73.0 80 9 89.2 35
20.8 23.0 252 27.6 30.0 35.2 40.0 46.9 53.3 60.2 67.5 75.2 W.3 01.9 40
21 5 23.7 26.0 2114 30.9 36.3 420 48.3 54.9 62.0 69 5 77.4 45.8 94.6 45
220 242 1 -26.8 1 29.1 1 -31.6 1 -37.1 1 -43.1 1 -49.4 1 -56.2 1 43.5 1 .71.2 79 3 87.9 96.9 50
22 5 248 1 -272 29.7 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 59.9 89.2 55
22.9 25.2 27.7 30 3 33.0 38.7 1.9 51.5 58.8 56.2 74.2 82.7 91.6 101.0 233
39. oz 4 0. 100
1 326 35.9 39.4 1 43.7 1 6.9 1 55.0 1 -63.8 1 -73.3 1 83.4 1 .94.1 1 105.5 1 -117.5 130.3 1-143.6 Table
6, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Restated at Various Wind Speeds - Wind Exposure Category D, 0
S(3-secondgust) 100F105110110 115 120 130 140 150 160 170 180 190 200 210 Hel
ht R DD D D D D D D D D D D D 0.
15 21.225.7 28.1 306 359 41.6 47.8 54.4 61.4 388 76.7 8.5.0 93.7 20
22.327.0 28.5 32.1 37.7 437 501 57.0 64.4 722 W,4 89.1 98.2 25
23.128.0 30.6 33.3 39.0 45.3 52.0 59.1 56.8 74.9 834 92A 101.9 30
23.929.0 31.6 34.5 40.4 46.9 53.8 61.3 i9.2 77.5 86.4 95.7 105.5 35
24.59.7 32.5 35.3 41.5 48.1 55.2 32.8 70.9 79.5 58.6 98.2 108.3 40
25.20.5 33.3 38.2 42.5 49.3 55.6 544 72.7 31.5 90.9 100.7 111.0 45
25.71.1 1 J4.0 1 37.0 43A 50 3 57.6 1 -65.7 1 -74.2 1 83.2 92.7 1 -702.7 113.3 50
26.2 28 9 31.7 1 -34.8 1 -37.7 24.3 51 3 S12 1i7.1 75.7 1-11 94,6 104.8 115.5 55
28.6 29.3 322 35.2 38.3 45.0 52.2 59.9 66.1 76.9 1 -86.2 1 95.1 1 -106.4 117.4 8.
1 .1 t , 100
37.0 1 4D.8 1 -44.7 1 48 9 1 53.2 82.5 72.5 33.2 94.8 1 105.8 1 119 8 1 133.4 1 147.9 163.0 Tables
3.4. and 5 are based.on ASCE 7-10 and consistent with the 2035 IBC, 2015 IRC 1
RONALD I. OGAWA ASSOCIATES, INC.
16835 ALGONOUIN STREET t3443
HUNTINGTON BEACH, CA 92649
T) 714-292-2602: (F) 714-847-4595
PROJECT: RIO-2689-17
JAMES HARDIE BUILDING PRODUCTS, INC.
1-SM542-7343
info@jameshardie.com
Table 6, Allowable Wind Speed (mph) for HardlePanel Siding (Analytical Method In ASCE 7-10 Chapter 30 C&C Part 1 and Part 3)"
201518C, 2017 F9C 2015 18C, 2017 FBC
1 CoenfeleMs used in Table a calculations for V_
Allowable, lllmnde
Design Wild. Speed,
V u,
3-second gust mph)
Allowable, Nominal
Design Wind, Speed,
V 's. r
3-second gust mph)
Applicable to Wthods
specified in 12015 IBC,
2017 FBC) Section
1609.1.1. as detemined by
12M 518C, 2017 FBC)
Cgmes 1609.3(1), (2), w
3).
Appkable w methods
epedeed in Exceptions 1
IMough 3 of 12015 IBC.
2017 FBC) Section
1609.1.1.
VNnd exposure category V,And exposure category 6idno
Product
Minimum
Thin
ness
nd
width
In.)
Fastener
Type
Fattener
Spacing
in.)
Frame
Type Stud
Spacing
on.)
Building
Height'.
I a)
B
C D B C D Allowable
Design
Load Will
Exp B Exp C F)v 0 K. X. cc, GC. HerdiePenel®
S/t6 48 No.
8 X 1.
26•long X
0.ibbe
NDribbedbugle
head scn
ws 6'
0.C. Into
flaring
Only
2X4
wood or 20
go. sled framing,
CAby
3W14'
9dcit
by 3.5' wide
wood ftpnng'•
74 16
0.
15 103 175 159 149 135 123 43.6 0.70 0.65 1.03 hs60 1 0.55 1.4 010 20
193 170 155 149 132 120 53.8 0.70 ago 1.08 1 0.06 1.4 0.10 25
193 ISO 152 140 129 lie 53.8 0.70 0.94 1.12 1 0.65 14 0.16 30
193 163 150 1 149 126 116 1 -0.8 0.70 0.98 1.18 1 3-es 71.4 0.18 35
189 160 148 146 124 1U 53.8 0.73 1.01 t.t9 t O.aS t.4 O.te 40
te5 168 146 143 122 113 d3.6 0.76 1.04 1.22 t 0.85 1.4 0.18 45
172 150 140 133 lie 108 WA 0.88 1.15 1.33 t 0.03 1.4 Ole 50
179 154 143 139 120 111 W.6 0.81 1.09 127 1 0.85 1.4 0.18 55
177 153 142 137 119 110 d38 O.e3 1.71 12g 1 0.65 1.4 0.18 60
175 162 141 135 117 109 53.8 0,05 1.13 1.31 1 O.a5 1.4 0.18 700
145 128 120 112 1 99 93 436 0.99 128 1.43 ha60 1 0.85 1.6 0.13 HardlePanel®
5l16 48 No
ex 1.
25' long X
0.323• HD
ribbed Dupe
heed screws
B•
O.C. into
flaring
Only
2XI
wood or25 20
Be. Glad training,
3/4• thick
by 3.5' wide
wood furring '•
ri 16
0.
15 174 158 144 136 122 111 43.9 0.70 O.aS 1.03 hs50 1 0.8.S 1.4 0.18 20
174 154 140 135 119 109 A3.8 0.70 0.90 1.04 1 0.115 1.4 0.18 174
150 138 135 115 107• 3.5 • 0.70 0.94 1.12 1 0.65 1.4 0.18 30
174 147 135 135 114 105 43.8 0.70 0.93 1.18 1 0.65 1.4 0.18 35
171 145 134 132 112 103 43.a 0.73 1.01 1,19 1 ass 1.4 0.18 40
167 143 1 129 111 102 43.8 0.76 1.04 122 132 0.a5 7. 4 ata 45
164 141 131 127 109 101 43.8 0.79 1.07 125 1 0.95 1.4 0.18 6o
162 140 129 125 100 100 43.5 0.51 1.09 127 1 0.85 1.4 0.18 55
160 138 128 124 107 g9 43.8 0.83 1.11 129 1 o.a5 74 018, V.
158 137 127 122 106 99 438 oA5 1.13 1.31 7 0.85 7.4 the 100
131 116 101 90 43.8 0.99 125 1.43 hs60 1 0.85 1.8 0,18 HardiePend®
SJ16 48 No.
8 x 1.
25 long X
0.323' HD
ribbed Dupe
head strews
I
lr O.C. into
furring
only
20
wood or25 20
ga steel framing,
3W tlticit
by 3 5' wide
wood furring '•
4 to
0.
15 164 149 135 127 115 105 38.0 0.70 0.85 1.03 h1B0 1 0.851-1.4 0.18 20 164
145 132 127 112 102 W.8 0.70 0.90 1.08 1 0.05 1.4 0.10 164 141
130 127 110 100 we 0.70 0.94 1.12 1 0.05 1.4 0.1e 30 164
139 127 127 107 99 WA 0.70 0.98 116 1 o.e5 1.4 0.18 35 161
136 126 124 106 97 38.8 0.73 Tot t.19 1 o a5 1.4 0.18 40 167
134 124 122 104 96 36.8 0.76 1.04 122 1 0,85 1.4 0.18 45 155
133 123 12D 103 95 M.8 0.79 1.07 125 t 4 0.18 50 152
131 122 lie 102 94 Ja.8 0.8t 1.09 727 1 4 018 55 151
130 121 117 101 94 33.8 0.53 1.11 129 1 BE 4 0.18 60 749
t2B 120 VIS top 93 Je.B O.aS t.t3 t.3t 7 4 0.18' 100 123
95 MA O.M. 125 1.43 hs60 t 10.05 1 1.8 0.18 HerdeParlel>D
5h6 No. 8
X 125• long
X 0.
323' HD ribbed
bugle head
strews 12-
O.
C. into faring
oldy
2X4
wood
or 20 ga.
steel framing. V4•
ih)cit
by 3.5' wide wood
tuning ,,7A
16 045
157
142 129 121 110 100 35.4 0.70 0.95 1,03 hs60 1 0.85 1.4 D.13 20 157
138 126 121 107 Be 35.4 0.70 0.90 1.08 1 0.85 1.4 0.19 25 157
135 124 121 105 96 J5 4 0.70 0.94 1.12 1 086 1.4 0.18 30 157
132 122 121 103 94 35.4 0.70 0.98 1.16 1 0,95 1.4 0.1e 35 153
130 120 119 101 93 35.4 0.73 1.01 1.19 t 0A5 4 OAS 40 ISO
128 119 116 100 92 35.4 0.76 1.04 122 1 0.85 1.4 0.10 45 148
127 117 115 98 91 35.4 0.79 1A7 125 1 O.eS 7.4 Fill 60 145
125 116 113 97 90 35.4 0.81 L09 127 1 0.85 1.4 0.18 55 14
124 115 111 96 89 354 0.Ct 1.11 129 1 0.95 4.4 0.18 60 142
123 114 111) 95 Be 35.4 0.85 1.13 121 1 0.85 1.4 0.18 100 118
91 354 0.99 12B 1.43 ha60 1 O.eS 1.a Dta 111111////// 111
J;)
GAWA
CC pE :
ciLL
9 F
FLOR
l
RONALD I. OGAWA ASSOCIATES, INC.
16835 ALGONQUIN STREET #443
HUNTINGTON BEACH, CA 92649
714-292-2602: (F) 714-847-4595
PROJECT: RIO-2689-17
Allowable, Ultimate Allowable. Normnd
Design Wind, Speed, Design Wind. Speed.
Vass, V..i a.
3-3etbrrd gust mph) I (3-second Oust mph)
Applicable to methods
specified in J201S IBC,
2017 FaCJ Section
509.1.1. os delemined b
12015 IBC. 2017 FBCJ
Figures 1009.3(1), (2), or
3)•
Applicable to methods
specified in E.ceptions 1
through 3 of (201518C,
2017 FBCJ Section
1609.1.1.
JAMES HARDIE BUILDING PRODUCTS. INC.
1-888-542-7343
inlo@)ameshardie.com
Coefficients used In Table 6 calculations for
Product
Minimum
Thickness
tn.)
W1dih
On.)
Fastener
Type
Fastener
Spacing
On.)
Frame Type
Stud
Spacing
in.)
Building
Height"B
h•)
C D B C D
Able
Design Load
Well E)v8 ErmC ErwD K. K. GC. GCo
HerdiePttnel® 5/16 48
No. a X
1.25' long
X D.W
HD fibbed
bugle head
screws
W O.C.
into
furring
only
2X4 wood or
20 ga steel
framing, 314'
tick by 3.5'
wide wood
ft mng 1.7.e
24
0.15 138 125 114 107 97 Be 27.5 0.70 0.85 103 hS50 1 0.86 1.4 0.1e
20 138 122 111 107 94 as 27.6 0.70 0.90 1 Da 1 0.65 14 0.17 25
136 119 107 92 27.5 0.70 0.94 1.12 1 0.05 1 4 0,18 30
138 117 107 91 27.6 0.70 0.08 1.16 1 O.as 4 4 0.1a 35
135 115 105 89 27.6 0.73 1.01 1.19 1 0.65 1.4 0.18 40
133 113 103 88 27.6 0.76 1.04 122 t O.aS 1.4 O.ta 45
131 112 101 87 27.6 0.79 1.07 125 1 O.aS 1.4 One 50
129 111 1DD 86 27.6 0.81 1.09 127 55
127 98 27.6 003 1.1 t 129 t 0.05 LI 0.10 60
125 97 27.6 0.85 1.13 tat t 0.05 1.1 0.10 100
ZI A 0.99 128 1.43 h-60 1 0.55 1.8 0.18 HerdiePenel®
5/16 18 0.
09D' anenit
X 0.
215' X
x
L5' long ring
shartk nail
6'
O.C. O.into
furring
only
2X4
wood or 20
go. sled framing.
20go.
eel thick
by 3.5' wide
wood fus'"
1.7s 16
0.
15 185 168 152 143 13D 118 492 0,70 08.5 1.03 hs00 1 OAS 1.4 018 20
185 163 149 143 126 115 49.2 0.70 0.90 1.08 1 0.8.5 1.4 010 25
185 159 146 143 123 113 49.2 070 0.94 1.12 1 0.95 1.4 0.15 30
155 156 143 143 121 111 492 070 0.98 1.18 1 0.05 1.4 0.18 35
lei _ 154 142 14D 119 110 492 0.73 1.01 t.t9' 1 0.85 1.4 0.18 40
177 151 140 137 117 108 9.2 0.76 1.04 IM 1 0. I- 1.4 0.10 45
174 150 138 135 116 107 49.2 0.79 1.07 125 1 O.aS 1.4 01e 50
172 148 137 133 115 106 492 0.81 1.09 4 0.18 55
170 147 136 131 114 105 492 0.83 1.11 4 0.18 fiD
168 145 135 130 113 105 a92 085 1.13 LMS 0.18 100
139 123 115 107 95 89 40.2 0.99 126 a 0.10 1.
rumng erormn on to nnharro framing memoem or axernathe fuming width snap be designed by an engineer. 2.
Building height . mean roof height On NO of a building. except that owe height shall be used for roof angle 9less than or ewal to 10' (2.12 roof slope). 3
V a ultimalo design wind speed 4.
V„ . nominal design wind speed 5.
Linear interpolation of building height Is 60 a) and wind steed is perml0ed S.
WAnd speed design auuntptlons per Analytical Method in ASCE 7.10 Chapter 30 CeC Pan 1 and Pan 3, K 01, KeD.aS, GC, 1.4 (hs60), GC,1.8 (ha60), GCyeo.Ia. 7.
Wood farming shag be presenabwe treated per AWPA 0.
Wood furring shall be sperirrc graaty of 0.42 or greater per AFPAINOS: w wood suucuaal panel, conforming to DOC PSI or DOC PS-2 or APA PRP-104. LIMITATIONS
OF USE: 1)
In High Velocity Hurricane Zones (HVHZ) install per Miam4dade County Florida, NOA 17-0406.06 rjGAWA
NSE
12
E
F •cc
FLOR
P;bC j1111
PROJECT RIO-2686-17
ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE® BRAND
FIBER -CEMENT PANELS TO WOOD AND METAL FRAMED WALLS WITH VARIOUS FASTENERS
JAMES HARDIE BUILDING PRODUCTS, INC.
10901 ELM AVENUE
FONTANA, CA 92337
TABLE OF CONTENTS
PAGE
COVER PAGE 1
EVALUATION SUBJECT 2
EVALUATION SCOPE 2
EVALUATION PURPOSE 2
REFERENCE REPORTS 2
TEST RESULTS
TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING •"•r -_ 3
TABLE 1 B, SHEAR VALUES 3
DESIGN WIND LOAD PROCEDURES 4
TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 4
TABLE 3, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 5
TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 5
TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 5
TABLE 6, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPANEL SIDING 6-7
LIMITATIONS OF USE 7
AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN
COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7-10, THE 2017 FLORIDA BUILDING CODE, AND
THE 2015 INTERNATIONAL BUILDING CODE.
PREPARED BY:
RONALD I. OGAWA & ASSOCIATES, INC.
16835 ALGONQUIN STREET #443
HUNTINGTON BEACH, CA 92649
714-292-2602
714-847-4-595 FAX
I#
iiiiiiii '
pGAWA
J 1
elP pFcc
FFS ', 1
sio., ,
RONALD I. OGAWA ASSOCIATES. INC.
16835 ALGONQUIN STREET #443
HUNTINGTON BEACH. CA 92649
714-292-2602
714-647-4595 FAX
PROJECT: RIO-2686-17
JAMES HARDIE BUILDING PRODUCTS, INC.
1-OWS42-7343
info@jameshardie.com
EVALUATION SUBJECT
HardlePaneW Siding
James Hardie Product Trade Names covered in this evaluation:
HardiePanellb Siding, Cempsne* Siding, Prevail^' Panel Siding
EVALUATION SCOPE:
ASCE 7-10
2017 Florida Building Code
2015 International Building Code®
EVALUATION PURPOSE:
This analysis is to determine the maximum design 3-second gust wind speed to be resisted by an assembly of HardiePanel (Cempanel, Prevail Panel) siding fastened to wood or metal framing
with nags or screws.
REFERENCE REPORTS:
1. Intenek Report 3067913 (ASTM C1186) Material properties HardiePanel Siding
2. Remtech Laboratories Report IC-1270.94 (ASTM E330) Transverse Load Test, 5/1S" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 inches
on center with a 6d common galvanized nail
3. Ramtech Laboratories Report IC-1271-94 (ASTM E330) Transverse Load Test, 5/16' Thick by 48 Inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 24 inches
on center with a 6d common galvanized nail
4. Ramtech Laboratories, Inc. Report 10868-97/1475 (ASTM E330) Transverse Load Test 5/16" Thick by 48 inchwide HardieParel Siding installed on 2X4 Group III SG=0.36 wood studs spaced
at 16 inches on center with a 4d. 0.091 Inch shank by 0.225 inch head diameter by 1.5 inch long ring shank nail S.
Ramtech Laboratories, Report IC- 70S4-89 (ASTM E330) Transverse Load Test, I Thick by 48 inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 16 intros on terrier
with a No 8 X 1 In. long X 0.323 in head diameter ribbed bugle head screw 6.
Ramtech Laboratories. Report IC-1055.89 (ASTM E330) Transverse Load Test, 114' Thick by 48 inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 24 inches on tenter
with a No 8 X 1 In. long X 0.323 In head diameter ribbed bugle head screw 7.
Ramtech Laboratories, Report 11149.98/1554d (ASTM E330) Transverse Load Test, 114" Thick by 48 inch wide HardiePanel Siding installed on 209auge Metal studs spaced at 16 and 24 inches
on venter with a ET&F 0.100 in. knurled shank X 1.5 In. long X 0.25 in. head diameter pin fastener 8.
Ramtech Laboratories Report IC-1273.94 (ASTM E72) Racking Shear TesL 5116' Thick by 48 inch wide HardiePanel Siding Installed on 2X4 Hem -Fir wood studs spaced at 16 inches on center
with a 6d common galvanized hall 9.
Ramtech Laboratories Report IC-1274-94 (ASTM E72) Racking Shear Test, 5116' Thick by 48 Inch wide HardiePand Siding Installed on 2X4 Hem -Fir wood studs spaced at 24 inches on center
with a 6d common galvanized nail 10.
Ramtech Laboratories, Im Report 10868.97/1475 (ASTM E72) Redoing Shear Test, 5/16' Thick by 48 Inch wide HardiePanel Siding installed on 2X4 Group III SG-0.36 wood studs spaced
at 16 inches on center with a 4d, 0.091 inch shank by 0.225 inch head diameter by 1.5 inch long ring shank nail 11.
Ramtech Laboratories Report IC-1057-89 (ASTM E72) Racking Shear Test. 5116" Thick by 48 Inch wide HardlePenel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 and 24 Inches
on center with a No 8 X 1 in, long X 0.323 in head diameter ribbed bugle head screw 12.
Ramtech Laboratories Report 11284-9911680 (ASTM E72) Racking Shear Test, 5116" Thick by 48 Inch wide HardlePan el Siding installed on 2X4 HenrFir wood studs spaced at % and 24 Inches
on miter with a ET&F 0,100 in. knurled shank X 1.5 In. long X 025 in. head diameter pin fastener STATE
OF '<r FtoRIOP :'
k• i
JAMES HARDIE BUILDING PRODUCTS, INC.
1-886542-7343
info@jameshardie.com
TEST RESULTS:
Table 1a, Results of Transverse Load Testing
RONALD 1. OGAWA ASSOCIATES, INC.
16835 ALGONOUIN STREET it443
HUNTINGTON BEACH, CA 92649
714-292-2602
714-847-4595 FAX
PROJECT: RIO-2686-17
Fastens Spacing
16.1
Allowable
Frame Ultimate Design
Thickness Width Spacing Perimeter Field Load Load'
Report Number Test Agency m.) In) Frame T In. Supports Supports Fastens T PS PS
IC-1270-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 6 6 6d common 149 49.7
IC-1270.94 Ramtech 003125 48 2X4 wood Hem-Ftr t6 4 4 6d common 236 78.7
IC-1271-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 6 6 6d common 94 31.3
IC-1271-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 4 4 6d common 143 47.7
10868-97/1475 Ramtech 0,3125 48 2X4 wood, SG 2 0.36 16 4 8
4d, 0.091 Inc. shank X 0.225 8%
90 300 HDX1.5 in. king ring shank nai Min.
No. 20 gauge X 3.625 in. X Min No 8 X t in. long X 0.323 in IC-
1054-09 Ram tedr 0.25 48 1,375 to metal surd 16 6 6 head diameter ribbed bugle 169.9 56.6 head
screw Mtn,
No. 20 gauge X 3.625 in. X Min No 8 X 1 in, long X 0.323 in IC-
1055-89 Ramtech 0.25 48 1.
375 in mead stud 24 6 6 head diameter ribbed bugle 91.9 30.6 head
screw Mir.
No. 20 gauge X 3.625 in, X ET&F 0.100 to knurled shank X 11 /
19 98/1554d Ramtech 0.3125 48 1,
375 In metal stud 18
4 8 1.5 in, long X 0.25 in head 170 56.7 diameter
pin fastener Min.
No. 20 gauge X 3.625 In. X r ETdF
0,100 in knurled shark X 11149.
98/1554d Ramtech 0.3125 48 1.
375 In metal stud - 24 4 8 1.5in.long X 0.25in head 101 33.7 diameterpin lastener
un: vnuna,c
uueu urvww uy a recur m salary or a. 2. HardiePanel S"
complies with ASTM C 1186, Standard Spedticeson for Grade /l, Type A Non -asbestos Fiber -Cement Flat Sheets. Table lb, Shear
Values Allowable Loads In Pounds Per Lineal Foot for Panel Shear Walls'•' Fastener Spacing r
I Frame
Unimae Allowable
Thickness Width Spacing
Perimeter Field Loads Load Report Number Test
Agency in,) On. Frame Type In.) Supports supports Fastener Type p IC-1273-94
Remtech 0.3125 48 2X4 wood Hem -Fir 16 6 6 6d common 603.8 201.3 IC-1273-94
Ramtech 0.3125 48 2X4 wood Hem Fir 16 4 4 6d common 698.8 232.9 141274-94 Ramtech
0.3125 48 2X4 wood Hem Fo 24 6 8 6d common 460.0 153.3 IC-1274-94
Ramtech 0.3125 48 2X4 wood Hem -Fir 24 4 4 6d common 637,5 212.5 1086"7/1475
Ramtech 0.3125 48 2X4 wood. SG 2 0.36 16 4 8 in. X 0.
ank a 696.
4 198,5 D X 1.
5 HD X 1.5 in. long n shaerdc nisi Min No. 20
gouge X 3.625 in X Min. No 8 X 1 in long X 0.323 in IC-1057 89
Ramtech 0 25 8 1.375 in
metal stud 16924 6 6
head diameter ribbed bugle 990.0 123,8 head screw Mba,
No. 20
gouge X 3.625 irk. X ET&F 0.100lot knurled shank X 1 t 284
99/1580 Ramtech 0.3125 48 1,375 In
metal stud 16 4 8 1.5 h long X 0.25 In head 1227,0 153.4 diameter pin fastener
i rO.3125
No. 20 gauge X 3.625 in. X ET&F 0.100In knurled shank X 11284 98/1580
11284-99/1580RamtectaRamitech 0.312548Min. 46 1.375In
metal stud 24 4 8 1.5 to lag X 0.25 In. head 1060.0 132.5 I- diameter pin
fastener wo.,. cvv- a,
e„ vc aWF., w ray ne,.,u,y. re,.oa a,wu ua ayyuw mu, - runu umman w auto Pareua 0r perpenoRLar 10 mues. '11IF11/f/. 2. The maadmum
height4o4angth ratio for construction in this Table is 2:1. 3, In the
steel homed assemblies the allowable load is based on Ore average load at US brich net deflection,
RONALD 1. OGAWA ASSOCIATES, INC.
16835 ALGONOUIN STREET 4443
HUNTINGTON BEACH, CA 92649
714-292-2602
714-847-4595 FAX
PROJECT: RIO.2686-17
JAMES HARDIE BUILDING PRODUCTS, INC.
1-888-542-7343
inlot8,y'ameshardie.com
DESIGN WIND LOAD PROCEDURES:
Fiber -cement siding transverse load capacity (wind load capacity) is determined via compliance testing to transverse load national teat standards. Via the transverse load testing an allowable
design bad is determined based on a factor of safety of 3 applied to the ultimate test load.
Since the allowable design bad is based on factor of safety of 3, allowable design loads on fiber -cement siding correlate directly to required design pressures for Allowable Stress Design, and
therefore should be used with combination loading equations for Allowable Stress Design (ASD).
By using the combinaton loading equations for Allowable Stress Design (ASD), the tested allowable design loads for fiber-cernent siding ere aligned with the wind speed requirements in ASCE 7-
10 Figure 26.5.1A, Figure 26.5.18. and Figure 26.5-I C.
For this analysis, to calculate the pressures in Tables 3, 4, and 5, the bad combination will be in accordance with ASCE 7-10 Section 2.4 combining nominal loads using allowable stress design,
load combination 7. Load combination 7 uses a bad factor of 0.6 applied to the wind velocity pressure.
Equation 1, q,-0.00256'N,1Ke'K,1%P (ref. ASCE 7.10equation 30.3-1)
c6 , velocity pressure at height z
K, , velocity pressure exposure coefficient evaluated at height z
Kn . topographic factor
K, , wind direc0onalily factor
V , bask vend speed (3-second gust MPH) as determined from 1201518C, 2017 FBC) Figures 1609.3(1), (2), or (3); ASCE 7.10 Figures 26.5.1A, B.
or C
Equation $
V=V* (ref. 201518C d 2017 FBC Section 16021 definitions)
V,a , ultimate design wind speeds (3-second gust MPH) determined from 12015 IBC. 2017 FBC) Figures 1609.3(1), (2), or (3); ASCE 7.10 Figures
26.&1A B, or C
Equation 3, p=q,'(GC,-GCO) (ref ASCE 7-10equation 306-11
GC, , product of external pressure coefficient and gust -effect factor
GC,; , product of irdemal pressure coefficient and gust-elfed factor
p , design pressure (PSF) for siding (allowable desgn bad for siding)
To determine design pressure, substitute q, into Equation 3,
Equation 4, p=0.00256'K,•Ka'K,'V,eL(GC,-GC.I
Allowable Stress Design, ASCE 7-10 Section 2.4 1, load combination 7
Equation 5, 0.6D + 0.6W (ref. ASCE 7.10 section 2.4.1. bad combination 71
0 , dead load
W , wind load
To determine the Allowable Stress Design Pressure, apply the load factor for W (wind) hum Equation 4 to p (design pressure) determined from equation 4
Equation 6, P. = 0.61p)
Equation 7, p w - 0.6'10 00256•K,'K, 'V.'V, 2'(GC,-GCo))
Equation 7 is used to populate Table 3, 4, and 5
To determine the allowable u/bmate basic wind speed for Hardie Siding in Table 6, solve Equabon 7 for V.,
Equation 8, Vie =(py10,6'0.00256'K,•Ka'K,'(GC,-GC^))03
Applicable to methods specified in Exceptions 1 through 3 of 1201518C, 2017 FBC) Section 1609.1.1., to determine the allowable norrunal design wind speed (Vesd) for Hardie Siding in Table
6, apply Me conversion formula below,
Equation 9, V w = V. • (0.6f z (ref. 2015 IBC 6 2017 FBC Section 1609.31)
V„ , Nominal design wind speed (3-second gust mph) (ref. 2015 IBC 6 2017 FBC Sed> IM1/ G ATable2, Coefficients and Constants•usod In Determining V and p.
Wall zone 5
Height (fi) E)p B Erin C Exp D Kn w GC GC
0.15 0.7 0.85 1.03 hsW 1 0.85 1.4 0.18
20 0.7 0.9 1.08 1 0.85 1.4 0.18
25 0.7 0.94 1.12 1 0.85 1.4 0.18
30 0.7 0.98 1.16 1 0.85 1.4 0.10
35 0.73 1.01 1.19 1 0.85 1.4 0.18
40 0.78 1.04 1.22 1 0.85
45 0.785 1.065 1.245 1 0.85
50 0.81 1.09 1.27 1 o.r
55 0.83 1.11 1.29 1 0.55 if800.85 1.13 1.31 1 0.55
100 0.99 126 1.43 h>60 1 0.85
VA
F clir,k0' c,
RONALD I. OGAWA ASSOCIATES, INC.
16835 ALGONQUIN STREET 0443
HUNTINGTON BEACH, CA 92649
714-292-2602
714-847-4595 FAX
PROJECT: RIO-2686-17
JAMES HARDIE BUILDING PRODUCTS, INC.
1-888-542-7343
mf6@)Jameshordie.com
Table 3, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category B,
Wad 3-sec nd gust 100 105 110 115 120 130 140 150 160 1 170 180 190 1 200 210
Height 111 B B B B B B B B B B B B B B
0.15 14.4 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 M.7
20 14.4 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7
25 14A 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7
30 14.4 15.9 17.5 19.1 20.8 24 4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7
35 15.1 16.6 18.2 19.9 21.7 25.4 29.5 33.9 38.6 43.5 48.8 54.4 60.2 66.4
40 15.7 17.3 1 -19.0 20.7 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 69.1
45 t8.2 17.9 1 .19.6 21A 23.3 27.4 1 .31.7 1 •36.4 1 -41.5 46.8 52.5 58.5 64.8 71.4
50 16.7 18.4 20.2 22.1 24.1 28.2 1 .32.7 37.6 42.8 48.3 54.1 60.3 1 -66.8 1 73.7
55 17.1 18.9 20.7 22.6 24.7 28.9 33.6 38.5 1 -43.8 49.5 55.5 61.8 68.5 75.5
100 1 25.6 28.2 31.0 33.8 36.9 43.3 1 50.2 57.6 1 -65.5 74.0 9 92.4 1024 1129
Table 4, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wlnd Speeds - Wind Exposure Category C,
Wind Speed 3-secondgust)' 100 105 110 115 120 130 140 t50 160 170 180 190 200 210
Hei td (II) C C C C C C C C C C C C C C
0.15 17.5 19.3 21.2 23.2 25.2 29.6 34.4 39.5 44.9 50.7 56.5 63.3 70A 77.3
20 18.6 20.5 22.5 24.6 26.7 31A 36.4 41.8 47.5 53.7 60.2 67.0 74.3 81.9
25 10.4 21.4 23.5 25.6 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.8 85.5
30 20.2 22.3 24.5 26.7 29.1 34.2 39.6 7.5 51.8 58.4 0.5 73.0 80.9 89.2
35 20.8 23.0 25.2 27.6 30.0 15.2 40.8 46.9 53.3 W.2 67.5 75.2 83.3 91.9
40 21.5 23.7 26.0 28.4 30.9 36.3 42.0 48.3 54.9 62.0 69.5 77.4 85.8 91.6
45 22.0 24.2 26.6 29.1 31.6 37.1 43.-1-- 49.4- 56.2-- 63.5- 71.2 79.3 87.9- 95.9
50 22.5 24.8 27.2 29.7 32.4 38.0 4/.1 50.6 57.6 1 -65.0 72.9 81.2 89.9 99.2
55 22.9 25.2 27.7 30.3 33.0 38.7 44.8 51.5 58.6 66.2 71.2 82 7. 91.6 101.0
4
700 32.6 35.9 39.4 43.1 46,9 55.0 63.8 73.3 83.4 94.1 105.5 117.6 130.3 143.6
Table 5, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category D.
Ward Speed 3-secardgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210
Hel h ft D D D D D D D D D D D D D D
0.15 21.2 23.4 25.7 28.1 30.6 35.9 41.6 47.8 54.4 61.4 68.8 76.7 65.0 93.7
20 22.3 24.6 27.0 29.5 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 98.2
25 23.1 25.5 28.0 30.6 33.3 39.0 45.3 52.0 59.1 66.8 74.9 83.4 92.4 101.9
30 23.9 26 4 29.0 31.6 M.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 105.5
35 24.5 27.1 29.7 32.5 35.3 41.5 0.1 55.2 62.8 70.9 79.5 W.6 98.2 108.3
00 25.2 27.7 30.5 33.3 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 111.0
45 25.7 28.3 31.1 342 37.
0M62.5
57.8 65.7 74.2 83.2 927 102.7 113.3
50 26.2 28.9 31.7 34.6 37.7 58.9 67.1 75.7 84.9 94.6 104.8 115.5
55 26.6 29.3 32.2 352 38.3 59.9 68.1 76.9 86.2 66.1 106.4 117.4
60. 1
700 37.0 0.8 4.7 8.9 53.2 3.2 94.6 106.8 119.8 733.4 7147.9 163.0
Tables 3, 4, and 5 are based on ASCE 7-10 and consistent with the 21)15 IBC, 2015IRC and the 2017 Florida Building Code
off pGAWq
140.
21 1c
o
Fessi ,
RONALD I. OGAWA ASSOCIATES. INC.
16836 ALGONQUIN STREET 17443
HUNTINGTON BEACH, CA 92649
714-292-2602
714-847-4595 FAX
PROJECT: RIO.2686-17
JAMES HARDIE BUILDING PRODUCTS, INC.
1-888-542-7343
inloMemeshardie.com , OGAW4
Table 6. Allowable Wind Sneed Imoh) for HardlaPanal Sidinn renalLdl-1 stath-41n escF zqn caa..f., 'in 43- , s a n r e _ A 7 i
207518C. 2077 FBC 201518C, 2077 FBC
yk OF
o : STATE :' 464-1 ,;
FI'
r]`r 1OFF( ' .' • • • • • • •' 1
i tt77 SI O (
Coaffidents used In Table 6 calculations for V.
Allowable, Ultimate
Design Wind, Speed,
Vu4.4'
3-second gust mph)
AOowable, Nominal
Design Wind, Speed,
V..0
3-second gust mph)
App6txble to medtods
spedh SC 01
1609.1.1. as d emtosd by
Flpae318083(1), (2), or
3)•
A to me9tods
cped0ed in Exceptions 1
through 3 of
2017 FBC) on '
1809.1.1.
Wind a oswe category Wind a sure cat o Siding K.
Product
Product
TNduness
inch-)
Width
inndnes)
Fastener
Type
Fastener
Spedng
Frame
Type
Skid
SpacingSpacing
Building
Heights 7
reef)
B C D B C D
AIO*We
Deston
1oad
P5F) EntD B C Enm 0 K. w I GC. I GC.
HardlePartrllD 5/16 48
common
a
2X4
wood
Hem -Fir
16
OAS 186 168 1 153 144 130 118 49.7 0.7 1 0.85 1.03 haSD 1 0.85 1.4 0.18
20 186 164 149 144 127 116 49.7 0.7 0.9 105 1 0.65 1.4 0.18
25 186 160 147 144 124 114 49.7 0.7 0.94 1.12 1 085 1.4 0.18
30 1 186 157 1" 144 121 112 49.7 0.7 0.98 1.18 t 0 e5 1.4 0.18
35 182 154 142 141 120 110 497 0.73 1,01 1.19 1 0.85 1.4 018
40 170 152 141 130 118 109 49.7 0.78 a 22 1 0.86 1.4 0.18
45 175 ISO 139 136 117 108 48.7 0795 1.085 t.245 1 0.85 1.4 0.1e
50 172 149 138 134 115 107 49.7 0.81 1.09 1.27 1 0.85 1.4 0.10
55 170 147 137 132 114 106 749.7 0.83 1.11 1.29 1 0.85 1.4 ale
60 168 146 136 130 113 105 49.7 0.e5 1.13 1.31 t 0.e5 1.4 0.16
100 139 124 116 108 96 90 49.7 0.99 125 1.43 h+60 1 0.85 1.3 0.18
HardiePenel® 5/t8 48
CO On
4
2X4
wood
Hem -Fir
16
0.15 233 212 192 lei 164 149 78.7 0.7 0.85 103 h380 1 0.85 1.4 0181
20 233 206 188 181 159 146 78.7 0.7 0.9 1.05 1 0.65 1.4 Ole
25 233 201 195 181 156 143 78.7 0.7 0.94 1.12 1 065 1.4 O.ta
30 233 197 181 181 153 140 78.7 0.7 0.98 1.16 1 0.65 1.4 0.18
35 229 194 179 177 151 139 7e.7 0.73 1.01 1.19 1 0.85 1.4 0.18
40 224 192 177 174 148 137 7e.7 0.76 1.04 1.i2 1 0.85 1.4 0.18
45 220 189 175 171 147 136 787 0.765 1.055 1245 1 0.55 7.4 0.18
50 217 187 173 168 145 134 78.7 0.81 1.09 1.27 1 0.85 IA 0.18
55 214 185 172 166 141 133 787 0.83 1.11 1.29 1 0.85 1.4 0.18
60 212 154 171 164 142 132 78.7 0.85 1.13 1.31 1 0.85 1.4 0.18
1DD 175 155 146 136 120 113 76.7 0.99 125 1.43 N60 1 0.85 1.8 0.18
HaMnePanel® SI16 48
Sd
Common
6
2X4
wood
Hem -Fir
24
0.15 147 134 121 114 103 94 31.3 0.7 0.85 1.03 h580 1 0.85 14 0.18
20 147 130 119 114 101 92 31.3 07 08 1.08 1 0.85 1.4 0.18
25 147 127 116 114 98 90 31.3 0.7 0.94 112 1 0.85 14 0.18
30 147 124 114 114 96 89 31.3 0.7 099 1.15 1 0.85 1.4 0.18
35 144 123 113 112 95 87 31.3 0.73 1.01 1.19 1 0.85 1.4 0.1e
40 141 121 112 109 94 86 31.3 0.76 1.04 1 0.85 1.4 0.18
45 139 119 110 108 92 86 31.3 08-5 1.065 1 0.95 1.4 0.18
50 137 118 106 91 31.3 0.01 1.09 I t OAS IA 0.18
55 135 117 105 91 31.3 D.83 111 1 0.65 1.4 018
60 134 1t6 103 90 31.3 0.85 1 113 1 0.85 r.1.4 0.1e
1DO III 86 31.3 0.99 1,28 143 h>60 1 0.95 1.8 0.18
HardlePeneM 5/16 48
common
4
2X4
wood
Hem -Fir
24
0.15 182 165 150 141 128 116 47.7 07 D.85 1.03 hfe0 1 0.85 1.4 0.18
20 182 160 146 141 124 113 47.7 0.7 0.9 1.0e 1 0.e5 1.4 0.18
25 182 157 144 141 121 Ill 47.7 0.7 0.94 1.12 1 0.85 1.4 0.1e
30 182 154 14l 141 119 109 47.7 0.7 0.98 1.15 1 0.85 1.4 OAS
35 178 151 139 138 117 108 J7.7 073 1.01 1.19 1 0.85 1.4 0.18
40 174 149 138 135 116 107 47.7 0.75 1.04 122 1 0.e5 1.4 Fie
45 172 147 136 133 114 106 47.7 0.785 1.065 1245 1 0.85 7.4 0.16
50 169 146 135 131 113 05 47.7 0.81 1.09 t.27 t 0.85 1.4 0.18
55 167 44 134 129 112 104 47.7 O.e3 1.11 1.29 1 0.85 1.4 0.18
60 165 143 133 128 111 103 47.7 0.85 1.13 1.31 1 0.85 1.4 01e
100 137 121 114 105 94 88 47.7 0.99 12e 1.43 M60 1 0.85 1.8 0.1e
HerdiePant7lD 5/16 48
4d, 0.091
In. shank X
0.225 in.
HD X 1.5
in. long ring
shank n80
4 edge
8 field
ZX4
1M0Od
SGt0.36
16
0.15 144 131 119 112 101 92 30.0 0.7 0.85 1.03 hsSD 1 0.85 1.4 0.18
20 144 127 116 112 98 90 30.0 0.7 0.9 1.08 1 0.65 14 018
25 144 124 114 112 96 Be 30.0 0.7 0.94 1.12 1 0.95 1.4 0.16
30 144 122 112 112 94 87 30.0 0.7 O.Be t.t8 1 0.85 1.4 0.t8
35 141 120 111 109 93 86 30.0 0,73 1.D1 1.19 t 0.85 1.4 0,15
40 138 118 107 92 30.0 0.76 1.04 122 1 0.85 1.4 0.18
45 136 117 105 91 30.0 0.785 1.085 1.245 1 o.e5 1.4 0 to
50 134 116 104 89 30.o 0.51 1.09 1.71 t 0.85-14 0.1e
55 132 114 103 89 30.0 0.83 1.11 1.29 t 0.85 1.4 0.16
60 131 113 101 88 3D 0 0.85 1.13 1.31 1 o e5 1.4 0.10
100 300 0.l,9 1.28 1.43 Ina6D t 0.85 1.8 0.18
RONALD 1. OGAWA ASSOCIATES, INC.
16835 ALGONOUIN STREET 9443
HUNTINGTON BEACH, CA 92649
714-292-2602
714-847-4595 FAX
PROJECT: RIO-2686-17
JAMES HARDIE BUILDING PRODUCTS, INC.
1-OWS42-7343
mfo@jameshardie.com
2015 IBC, 2017 FBC 2015 IBC, 2017 FBC
Allowable, Ultimate Allowable, Nominal
Design Wind, Speed, Design Wind, Speed,
sVw Vsa4
3-seeoM gust mph) 3-second gust mph)
Applicable to methods
specified In 120151BC,
2017 FBC) Sac
1609.1.1. as dttemtined by
Fiprea 1809.3(1), (Z), or
3)•
Applicable to methods
specified' In Exceptions 1
Vrotgh 3 011201518C, 20t7 F1BBC)
BCI SectionCoel6clens used
in Table 6 calculations for V. Wind a
Wgiry Wind exposure cate o Sidim K Product TMdtnas
Incites) Width
Inches)
Fastener
Type
Fastener
spacing
Frame
Type
S
ruches) Heighkid
ts-
1feet) B
C
D B C D Allowable Design
Load
SF)
Exp
B Ern C E>m D K.x K. GC. GC„ 0.15
198 180 163 163 139 126 See 0.7 0.85 1.03 hs80 t 0.65 1.4 0.18 20 Ise
175 159 153 135 123 56.6 0.7 0.9 1 tie 1 065 1 4 0,18 HardneParnt 1/
4 48 Min. No
8 X 1 to
long X 0.323
in diameter rimed
6
Min.
No.
20 ga.
33m X
3.625h
X 1.
375 16 25
Ise
171 157 153 132 121 56.5 0.7 0.04 1.12 1 0.85 1.4 0.18 30 198
167 154 153 130 I la 1 -56.8 0.7 0.9E 1.19 1 0.85 1.4 0.1e 35 194
165 152 ISO 128 11a 566 0.73 1.01 1.10 1 0.85 1.4 0.16 40 190
162 ISO 147 126 lie 568 0.78 1.04 1.22 1 0.65 1.4 ale 45 187
161 140 145 124 115 56.6 0.785 1.055 1245 1 O.85 1.4 0.10 bugle head
strew' in
metal
stud 50
184
159 147 143 123 114 565 0.61 1.09 1.27 1 es 1.4 0.18 65 1H
167 146 141 122 113. 5e.6 0.03 1.11. 1.29 1 ass 1.4 0.18 60 lei)
156 145 139, 121 112 56.6 0.115 1.13 1.31 1. 0.85 1.4 0.18 100 1
149- 132 124 115 102 96 • sae 0.99 120 1.43 1%aW V 0.65 IA ale 0.15
146 132 120 113 102 93 3oa 0.7 OAS 1.03 h680 1 0.95 1.4 0.18 20 145
126 117 113' 99 91 30.8 0.7 0.9 108 1 0.85 1.4 0.18 HardiePand® 1/
4 48 Min. No
8 X 1 in.
long X 0,323In
head diameter
ribbed
6
Mtn.
No.
2098. 33
ml)
X 3.625
in. X 1.
375 24 25
146
126 115 113 97 89 30 6 0.7 094 1.12 t 0.85 1.4 0.10 30 146
123 113 113 95 Be 30.6 0.7 0.98 1,18 1 6.a5 1.4 ale 35 143
121 112 110 94 86 30.6 0.73 1.01 1.19 1 095 1.4 0.18 40 140
lie 110 108 93 95 30.6 070 1.04 1.22 1 0.65 1.4 0,18 45 137
lie 106 91 30A M785 1.085 1245 1 0.85 1.4 ale bugle head
in metal stud 50
135
117 105 90 30.6 0.81 1.09 1.27 t 6.65 1.4 0.18 55 131
116 104 90 306 0s3 1.71 7.29 t 0.85 1.4 0.18 strew' Bit132
115
1 102 89 30.6 0.85 1.13 1.31 r 1 T O.as 1.4 ale 100 30.
0 0.99 1.26 1.43 h-W 1 0.05 1.8 0.18 ETaF 0.
100
it. knurled Min.
No. 0.15
198 1B0 163 153 139 127 56.7 0.7 0.65 103 hs60 1 0aS 1 -1.4 ale 20 198
175 160 153 135 124 56.7 0.7 0.9 1.03 1 0.85 1.4 019 25 198
171 157 153 132 121 55.7 0.7 0.94 1.12 1 0,85 1.4 0.18 HardiePertelC9 5/
16 48 shank X
1.5
In. long head X
ea
in.
hd
pin
diameter
fastener
4
edge
a fieldfieldX
20 ga.
33 mg)
X 3.625
in. 1.375
in metal
stud 16
30
19e
167 154 153 130 119 56.7 0.7 age 1.18 1 0.85 1.4 0.18 35 194
165 162 150 128 118 56.7 0.73 1.01 1.19 t 0.85 1.4 0.19 40 190
163 150 147 126 lie 56.7 0.76 1.04 1.22 1 0.85 1.4 0.18 45 197
161 149 145 124 115 58.7 0.785 LOBS 1.245 1 0.85 1.4 0.18 5o 184
159 147 143 123 114 5a7 0.81 1.09 1.27 1 0.85 1.4 0.18 55 t82
157 146 141 122 113 50.7 0.83 1.11 1.29 t 0.85 14 ale 60 180
156 145 139 121 112 58.7 0.85 7.13 1.91 1 0.85 1.4 0.18 100 1
149 1 132 124 115 102 96 58.7 0.99 126 1.43 ha60 1 0.95 1.8 0.16 HardlePanelt9 5/
16 48 ETdF 0100
in.
knurled shank
1.
5
in. log in. X
headhead
diameter Pin
faslenart
4
edge
8 field
Min. No.
20 ga.
33 me)
X 3.625
In. X 1.
375 In bl
stud 24
0.
15
153 139 126 118 107 98 3:i.7 0.7 0.85 1.03 hs80 1 0.85 1.4 ale 20 153
135 123 lie 104 95 33.7 07 0.9 1.08 1 0.85 1.4 0.18 25 153
132 121 lie 102 94 33.7 0.7 0.94 1.12 t 0.85 IA Me 30 153
129 Ile lie 100 92 33.7 0.7 0,98 1.1E t 0.85 1.4 ale 35 150
127 117 116 99 91 33.7 0.73 1.01 1.19 1 085 1.4 ale 40 147
125 116 114 97 90 33.7 0.7E 1.04 122 1 6.95 1.4 0.18 45 144
124 115 112 96 69 337 0.765 1 065 1.245 1 0.85 1.4 0.18 60 142
122 113 110 95 BB 33.7 0.81 1.09 127 1 0.85 1.4 0.1e 55 140
121 113 109 94 87 337 0.83 1.11 129 1 O.aS 1.4 0.18 60 139
120 112 107 93. 87 33.7 aes 1.13 1.31 1 aas 1.4. 0.18 100 115
89 337 an 726 t O.eS 1.e 0.18 1. Screws
shag penetrate the metal framing at least three lug threads. 2. Knurled
shank pins shag penetrate the metal framing at least 114 Inch. 3. Building
height a mean roof height (n feet) of a building, except that eave height shag be used for roof angle 6 less than or equal to 10' (2-12 roof 4. V,
a w ultimate design wind speed S. V. -
nominal design ttAnd speed 6. LJnear
Interpolation of building height Is 60111 and wind speed is permitted. 7. Wind
speed design assumptions per Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Pan 3• Ka=1, K -0.85, GC,=I A (hs60), GC,=-1 LIMITATIONS OF
USE: t) Fastener
pullout must be evaluated when installed a species of wood studs other than that which was tested. 2) In
High Velocity Hurricane Zones (HVHZ) install per Miami -Dade Coolly Florida, NOA 17-0406.06
Florida Building Code Online Page 1 of 2
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FL #
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Address/Phone/Email
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Evaluation Report
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Validated By
Certificate of Independence
FL16544-R3
Affirmation
2017
Approved
0
Alpha Aluminum, Inc.
1710 Premier Row
Orlando, FL 32809
407) 509-2008
alphaaluminuminc@yahoo.com
Luis Lomas
rl tomasolrlomaspe.com
Panel Walls
Soffits
Evaluation Report from a Florida Registered Architect or a
Licensed Florida Professional Engineer
Evaluation Report - Hardcopy Received
Luis R. Lomas
PE-62514
Keystone Certifications, Inc.
07/30/2023
Steven M. Urich, PE
Validation Checklist - Hardcopy Received
FL16544 R3 COI FLCOI.Ddf
Referenced Standard and Year (of Standard) Standard Year
ASTM E330 2002
Equivalence of Product Standards
Certified By
Sections from the Code
0I affirm that there are no changes In the new Florida Building
Code which affect my product(s) and my product(s) are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity OYes O No ON/A
https://www.floridabui lding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgvgqu2wOlo2b... 11 /15/2018
Florida Building Code Online Page 2 of 2
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
t
FL16544 R3 CDC FL16544-R3-COMP.Ddf
Method 1 Option D
01/12/2018
01/22/2018
01/14/2018
FL # Model, Number or Name Description
16544.1 Alpha Aluminum Solid & Vented Alpha Aluminum Solid & Vented Aluminum Soffit/ CMU &
Aluminum Soffit/ CMU & Wood Wood
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL16544 R3 11 08-02198A.odf
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 INSTALLATION INSTRUCTIONS FOR FL16544 R3 AE 512914A.Ddf
DESIGN PRESSURE RATINGS. Created by Independent Third Party: Yes
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487.1824
The State of Florida Is an AA/EEO employer. Copyright 2007.2013 State of Flridoa.:: Qdyacv Statement :: Sgessiblllty Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your a -mail address released In response to a public -records request, do not send electronic
mall to, this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.2395. -Pursuant to Section 455.275 '
1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The - - - -- —
emails provided may be used for official communication with the licensee. However email addresses are public record. If 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. To determine of you are a licensee under Chapter 455, F.S., please
dick fry.
Product Approval Accepts:
Credit Card
Safe
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16 5/8»
4 9/32" --{ 7/8'4 9/32" --{ 7/8"
r
1/2'
F--t 3/4"
16» ALUMINUM SOFFIT- SOLID AND VENTED
O3105 H29 ALUMINUM .012• THICK
VENTED VERSION VENTED AREA: 20.25 MLINEAR FOOT
DESIGN PRESSURE RATING IMPACT RATING
54.2PSF NONE
WHEN INSTALLED IN 12' OVERHANG
DESIGN PRESSURE RATING IMPACT RATING
38.4PSF NONE
WHEN INSTALLED IN 16' OVERHANG
DESIGN PRESSURE RATING IMPACT RATING
31.1 PSF NONE
WHEN INSTALLED IN 24' OVERHANG
REVI90NS
DESCRIPTION I DATE I APPROVED
DIMENSIONS AND MATERIAL GRADE I I1/13/14 1 R.L.
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REOUIREMENTS 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. 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.
4. FRAME MATERIAL: COLD ROLLED FORM ALUMINUM 3105-H28.
5. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 1 3/4" TRIM PAINTED STAINLESS
STEEL NAILS WITH 1/4" HEAD DIAMETER, 3/4'X1/4' CROWN OR 3/8"X3/8' STAPLES.
REFER TO DETAILS A. B. C, AND E FOR MINIMUM EMBEDMENT AND SPACING.
6. FOR ANCHORING INTO MASONRY/CONCRETE USE .097" DIAMETER T NAILS OR STUB NAILS
REFER TO DETAIL D FOR MINIMUM EMBEDMENT AND SPACING.
7. ALL FASTENERS TO BE CORROSION RESISTANT.
8. 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 ASTM C-90, GRADE N. TYPE 1 (OR GREATER).
TABLE OF CONTENTS ISHEETNO.1 DESCRIPTION
1 PROFILES AND NOTES
2 - 3 INSTALLATION DETAILS AND COMPONENTS
SIGNED: 1211112014
ALPHA0 U a l
l oPREMIERROW
ORLANDO, FL 32809
J\S GEN•,+ s
0 6 +t16" ALUMINUM SOFFIT
PROFILES AND NOTES E OF ; tyzz
OF• DRAWN. owe N0. REV
08 A ss1oIIIn111 aG`\\ sCuc NTS ogre 08/05/13 sNEEr 980E 3
ITEM NO.: I PART NUMBER I DESCRIPTION I MANUFACTURER MATERIAL
1 SOFFIT ALPHA ALUMINUM INC ALUMINUM3105-H28
2 FCHANNEL ALPHA ALUMINUM INC ALUMINUM3IDS-H28
FRAME BUILDING
BY OTHERS
L SEE
VDETAILS
LABANDCET3
12" OVERHANG
12' OVERHANG INSTALLATION DETAIL
3/4'
I
1 5/16"
L
1/2'
T
QQ F CHANNEL
3 f04•H28 ALUMINUM.012' THICK
FRAME BUILDING
BY OTHERS
SEE L SEE 1-4j, SEE —
DETAIL E DETAILS DETAIL E
SHEET 3
LL
AND CSHEET 3 3
16"
OVERHANG 16'
OVERHANG INSTALLATION DETAIL REN90NS
REV
DESCRiP110N DATE APPRO41) A
IREVISED DIMENSIONS AND MATERIAL CRADE I II/13/1I 1 R.L. FRAME
BUILDING BY
OTHERS EXTERIOR
IX FURRING SEE
T STRIP
SEE
DETAILS
DETAIL E A,
B AND C SHEET 3 SHEET
3 SEE
DETAIL D SHEET
3 12"
MAX O.C. 24'
OVERHANG 24'
OVERHANG INSTALLATION DETAIL ALPHA
ALUMINUM INC. 1710
PREMIER ROW ORLANDO,
FL 32809 16"
ALUMINUM SOFFIT INSTALLATION
DETAILS DAWN
OWC ND. V.
L. 1 08-02198 s
NTS IDAE 08/05/13 s'w2 OF 3 SIGNED:
1211112014 l0/
77/,i
i
r••
0 E NS•9iP i o
To 6
OF •
ry j'
o`•'O(0RLOt'•
u
1 1/4" MIN
EMBEDMENT
1 3/4" TRIM PAINTED SS NAIL
W/l/4" HEAD DIAMETER
LOCATED 24" MAX O.C.
I I
DETAIL A
WOOD FRAMING INSTALLATION
W/ F CHANNEL AND NAILS
3/8" MIN
EDGE DISTANCE
3/4"X1/4" CROWN STAPLES
LOCATED 24" MAX O.C.
IN DIAMOND PATTERN
WOOD FRAMING INSTALLATION
W/FCHANNEL AND STAPLES
5/8" MIN
EMBEDMENT
T NAIL OR STUB NAIL
097" DIAMETER
LOCATED 24" MAX O.C.
j
E
DETAIL C 2
MASONRWCONCRETE INSTALLATION
W/ F CHANNEL AND NAILS
3/8" MIN
DGE DISTANCE
i DETAIL D
FURRING STRIP INSTALLATION
24.OVERHANG
3/8"
BETWEEN
STAPLES
1 3 8" DETWEEN
STAPLES
DETAIL F
STAPLE DIAMOND PATTERN
1 3/4" TRIM PAINTED SS NAIL
W/1/4" HEAD DIAMETER
1) PER PANEL
3/4"X1/4" CROWN STAPLE
1) PER PANEL
REVISKM
DESCRiP110R DATE I MPRWCD
REVISED DIMENSIONS AND M47EMAL GRADE 11/13/14 1 R.L.
1/4" FASCIA LIP J
3/8" MIN
EDGE DISTANCE
DETAIL E
WOOD FRAMING INSTALLATION
FASCIA SIDE
ALPHA ALUMINUM INC.
1710 PREMIER ROW
ORLANDO. FL 32809
16" ALUMINUM SOFFIT
INSTALLATION DETAILS
DRAWN: DWG Na
V.L. 08-02198
scut NTS I DAf 08/05/13 s"W3 OF 3
FASCIA
TRIM
1"
MIN
EMBEDMENT
I
3/4"X1/4" CROWN STAPLE
OR 3/8"X3/8" STAPLE
LOCATE (1) AT EACH GROOVE
1 3/4" TRIM PAINTED SS NAIL
W/l/4" HEAD DIAMETER
LOCATED 24" MAX O.C.
SIGNED: 1211112014
I IC 0/////: M9 .
v ENSF.J+'
Ot6
S ONAL 0 6`?\
Florida Building Code Online Page 1 of 3
BCIS Home I Log In I User Regatration ! Hot Topics I Submit Surcharge I Stats & Facts Publications FBC Staff E SCIS Ske Map Links Search
r1U11
Product Approval
USER: Public User
Product AnoroVal Menu > Protluc[ or AooliraDon Search > Aoohcation List > ApplitbUon Detail
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 u
Product Manufacturer IKO Industries, Ltd
Address/Phone/Email 40 Hansen Road South
Brampton, NON -US L6W 31-14
708)496-2800 Ext200
rmetzOOI@tampabay.rr.com
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
I Robert Metz
rmetz001gtampabay, rr_com
Bob Metz
REMCO of Pinellas
456 Avila Circle NE
Saint Petersburg, FL 33703
727) 776-5261
rmetz001 @ta m pabay. rr.com
Don Shaw
IKO Industries LTD
120 Hay Rd.
Wilmington, DE 19808
717) 579-6706
don.shaw@iko.com
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Certification Mark or Listing
Certification Agency FM Approvals - CER
Validated By Locke Bowden
E Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) Standard
ASTM D3161 modified to 110 mph
ASTM D3462
ASTM D7158 Class H
ASTM E108
Equivalence of Product Standards
Certified By
I - - -- I •l 4• 1• {
1
Year
2016
2010
2011
2011
https://www.floridabuilding.oriz/t)r/pr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3K... 2/6/2018
Florida Building Code Online Page 2 of 3
Product Approval Method Method 1 Option A
Date Submitted 10/08/2017
Date Validated 10/30/2017
Date Pending FBC Approval
Date Approved 11/01/2017
Summary of Products
FL V Model, Number or Name Description
7006.1 Cambridge, Cambridge HD, Laminated architectural fiberglass asphalt shingle
Biltmore and Biltmore HD manufactured at IKO's Kankakee, IL; Hawkesbury, Ont.;
Wilmington, DE; Sylacauga,AL and Toronto, Ont. plants
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL7006 R10 C CAC Letter - ASTM D3161 letter - (9-26-
2017) from FM.pdfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: N/A FL7006 R10 C CAC Letter - ASTM D3462 letter - (9-26-
2017).DdfDesignPressure: N/A
Other: FL7006 R10 C CAC Letter - ASTM E108 letter - (9-26-
7).Ddf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL7006 R10 II IKO-187-02-01 Letter - Installation
Instructions for FBC FL7006.odf
Verified By: Duc T Nguyen 65034
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party:
7006.2 Hip and Ridge 12 Cap 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.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
FL7006 R10 C CAC ASTM D 3462 - Shingle letter
Surveillance Audit Location - (6-28-2017).Ddf
Impact Resistant: N/A FL7006 R10 C CAC Letter - ASTM D3161 letter - (9-26-
2017) from FM.pdfDesignPressure: N/A
Other: FL7006 R10 C CAC Letter - ASTM D3462 letter - (9-26-
2017).odf
FL7006 R10 C CAC Letter - ASTM E108 letter - (9-26-
1207).Ddf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL7006 R10 II Hip and Ridoe Cap Shingle Installation
Lnstructions.odf
FL7006 R10 11 IKO-187-02-01 Letter - Installation
Instructions for FBC FL7006.odf
Verified By: Duc T Nguyen PE 65034
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party:
7006.3 Leading Edge Plus Asphalt Shingle One piece fiberglass asphalt shingle used as a starter strip at
Starter Strip the bottom of a roof system manufactured in Brampton and
Hawkesbury, Ontario plants
Limits of Use Certification Agency Certificate
Approved for use -in-HVHZ: Yes FL7006 R10 C CAC Letter - ASTM D3161 letter - (9-26-
2017) from FM.pdfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: N/A FL7006 R10 C CAC Letter - ASTM D3462 letter - (9-26-
2017).DdfDesignPressure: N/A
Other: FL7006 R10 C CAC Letter - ASTM E108 letter - (9-26-
2017).odf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL7006 RIO II IKO-187-02-01 Letter - Installation
Instructions for FBC FL7006.Ddf
FL7006 R10 Il Roofino- Products- Lead ing- Edge- Plus-
Application- ENf 1).Ddf
Verified By: Duc T Nguyen PE 65034
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party:
https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3K... 2/6/2018
Florida Building Code Online Page 3 of 3
7006.4
I
Marathon Plus AR, Superglass Plus
AR
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other:
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 R10 C CAC Letter - ASTM D3161 letter - (9•
20171 from FM.Ddf
FL7006 RIO C CAC Letter -ASTM D3462 letter - (9,
2017).Ddf
FL7006 R10 C CAC Letter - ASTM E108 letter - (9-2
20171.Ddf
Quality Assurance Contract Expiration Date
12/20/2020
Installation Instructions
FL7006 R10 II IKO-187-02-01 Letter - Installation
Instructions for FBC FL7006.Ddf
Verified By: Duc T Nguyen 65034
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party:
Badt Ne:t
Contact Us :; 2601 Blair Stone Road, Tallahassee Fl- 32399 Phone: 8S0-487-1824
The State of Florida Is an AArEEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Actessibillty Statement :; Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request do not send
elects INK mall to this entity. Instead. Contact the office by phone or try traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If
they have one. The !malls provided may be used for offiWl communication with the licensee. However email addresses are public record. If 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. To determine If you are a licensee under
Chapter 155, F.S., please click here .
Product Approval Accepts:
lk-iW®®
Cri;6ft
Safe
Si l'Uf Ill'Ft }'(ZICS
https://www. floridabui 1 ding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3 K... 2/6/2018
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 Appins-8AGXEFS-2012-11_reformatted 2013-02-rev07/13-Florida)
2) IKO Laminated Shingles 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 Independence: 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.
l
Signed: 4-ZL C Signed: 'let,
Brad Grryboylski Out T.j#J u en
Managing D rector Florida R8 ere .Professional Engineer
P.E. Number: 65034
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
PRI Cons1ruclion Materials Technologies, U.C. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5M Fax: 813-621.5840 e-mail materialstesting@priantoom WebSite- htlp•/Iwww.priamcan
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 (600) 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
tart t-trz
1
SEALING STRIP —
6II8,
NAILS NAILS
DO NOT NAIL INTO OR ABOVE THE SEALING STRIP
PRI Construction Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5M Fax: 813.621.5840 a -mall- materialstestingOpi=Lcom Web&de: hrlp•/h~.pnpnuom
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 (600) 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".
6 3J
NAIL LINE
NAILING - STEEP SLOPES APPLICATION
Use sox nails as shown.
r-
1
1 r 1
r r rJ
CEMENT
PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE
PRI Constnrction Materials Technologies, U.C. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax, 813.621.5840 e-mail. malerialslesbng@priCmLCOm WebSne: http./Iwww.p6cml.com
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 CONJUCTIO.N 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 5 1/8" (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. THEY ARE 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
ALLAPPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS, AND REQUIREMENTS PRIOR
TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS.
TAPM CVr
PFJ Construction Materials Technologies, I.I.C. 6412 Badger Drive Tampa, Fl. 33610 Tel: 813-621-5777 Fax. 813-621.5840 e-mail: materialstesfing@pricmt com WebSite: http:/AvA w.prian1.o0m
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 corner 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.
PRI Construction Materials Technologies, I.I.C. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5M Fax: 813-621.5840 e-mail: materialstestrng&ncmtcom WebSitc: htlp://www.pricmLcom
Florida Building Code Online Page 1 of 2
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Ui Product ApprovalrUSER: Public User
Product Approval Menu > ProduR or Application Searth > Application Us > Application Detall
FL # FL15216-113
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer InterWrap, Inc.
Address/Phone/Email 32923 Mission Way
Mission, NON -US 00000
551) 574-2939
mtupas@interwrap.com
Authorized Signature Eduardo Lozano
elozano@interwrap.com — — — - — --- -- — -
Technical Representative Eduardo Lozano
Address/Phone/Email 32923 Mission Way
Mission, NON -US 00000
778) 945-2891
elozano@interwrap.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
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 Robert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity
Quality Assurance Contract Expiration Date 09/30/2019
Validated By John W. Knezevich, PE
E/ Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
LI
EL15216 R3 COI 2017 01 COI Nieminen.odf
Standard
ASTM D1970 (tear)
ASTM D226 (physicals)
Year
2015
2009
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Florida Building Code Online Page 2 of 2
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
10/10/2017
10/11/2017
10/15/2017
12/12/2017
FL # Model, Number or Name Description
15216.1 RhinoRoof Underlayments Synthetic roof underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15216 R3 11 2017 10 FINAL ER INTERWRAP RHINOROOF 171-15216-
R3.udfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: N/A Verified By: Robert Nieminen PE-59166
Design Pressure: N/A Created by Independent Third Party: Yes
Other: See ER Section 5 for Limits of Use. Evaluation Reports
FL15216 R3 AE 2017 10 FINAL ER INTERWRAP RHINOROOF FL15216-
R3.odf
Created by Independent Third Party: Yes
Batyt Neat
Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850-487.1824
The State of Florida Is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Pnvacv Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a publk•records request, do not send
electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to
Section 455.275(1), Flonda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if
they have one The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do riot wish to
supply a personal address, please Provide the Department with an email address which can be made available to the public. To determine if you are a licensee under
Chapter 455, F.S., please click here .
Product Approval Accepts:
re.00M®
Credit Uid
Safe
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QOTRINITYIERD
EVALUATION REPORT
Interwrap, Inc.
32923 Mission Way
Mission, BC V2V-6E4 Canada
551)574-2939
EXTERIOR RESEARCH & DESIGN, I.I.C.
Certificate ojAuthorizotion #9503
353 CHRISTIAN STREET, UNIT #t13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Evaluation Report 140510.02.12-113
FL15216-R3
Date of Issuance: 02/17/2012
Revision 3: 10/10/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 6`h Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: RhinoRoof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein. 01I.`:4 r.• CONTINUED
COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality
Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes
or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation
Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT:
The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising
literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION:
Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official. This
Evaluation Report consists of pages 1 through 3. Prepared
by: Robert
J.M. Nieminen, P.E. Florida
Registration No. 59166, Florida DCA ANE1983 The
facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 10/10/2017. This does not serve as an electronically
signed document. CERTIFICATION
OF INDEPENDENCE: 1.
Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing
products it evaluates. 2.
Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3.
Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which
the evaluation reports are being issued. 4.
Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product.
S.
This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project
on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically
for that purpose.
QOTRINITYIERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance
with the following sections of the 6t" Edition (2017) Florida Building Code through testing in accordance with
applicable sections of the following Standards. Compliance is subject to the Installation Requirements and
Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section
1507.1.1, T1507.1.1
1507.1.1
3. REFERENCES:
Eniitt
ITS(TST1509)
ITS(TST1509)
ITS(TST1509)
PRI (TST5878)
ITS (QUA1673)
4. PRODUCT DESCRIPTION:
Properties Standard
Unrolling, Breaking Strength, Pliability ASTM D226
Tear Strength ASTM D1970
Examination
Physical Properties
Physical Properties
Physical Properties
ASTM D1970; Tear strength
Quality Control
Reference
100539395COQ-006
100539395COQ-002
100539395COQ-006
OCF-330-02-02
Service Confirmation
Year
2009
2015
Date
10/27/2011
10/27/2011
03/14/2014
10/03/2017
09/30/2017
4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment available in 42-inch
wide rolls, and can be produced in various other sizes; meets FBC 1507.1.1 (Exception).
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory or test report from accredited testing agency for fire ratings of this product.
5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically
referenced within FBC approval documents. If not listed, a request may be made to the Authority Having
Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof
covering.
5.5 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
Underlayment
Asphalt
Shingles Nail -On Tile Foam -On Tile Metal
Wood Shakes
Shingles
Slate or
Simulated Slate
RhinoRoof U20 Yes No No Yes YIIIes p INo
5.6 Exposure Limitations:
RhinoRoof U20 shall not be left exposed for longer than 30-days after installation.
Exterior Research and Design, I.I.C. Evaluation Report 140510.02.12-R3
Certificate oJAuthorizotion #9503 6EDITION (2017) FBC NON-HVH2 EVALUATION FL35216-113 RhinoRoof
Underlayments Revision 3: 10/10/2017 Page
2 of 3
UTRINITYIERD
6. INSTALLATION:
6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap,,lnc. published installation
instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to
remove any dust and debris prior to application.
6.3.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC
Table 1507.1.1 for the type of prepared roof covering to be installed, taking into account the wider sheet -
width for double -layer applications.
6.3.1 Fasteners:
For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter
head, or those noted in 6.4.2. The use of staples is prohibited.
For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch
diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing
up). The use of staples is prohibited.
6.3.2 Single Laver: Roof Slope > 4:12:
End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to
Interwrap, Inc. recommendations for alternate lap configu`retions and/or'fhe' ise of sealant 6nd6r'cerf6in
conditions. ""'
r". rnrn:ir..- r 1;, r_.-.r,.^ ; _ • ir. r ,r,.ra;r_. _ : _ __
For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For
exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is
required.
When batten systems are to be installed atop the underlayment, the underlayment need only be
preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned
over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap
published instructions.
6.4.3 Double Laver: 2:12 < Roof Slope < 4:12:
End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width
plus 1-inch.
Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a
full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but
maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Qingdao, China
9. QUALITY ASSURANCE ENTITY:
Intertek Testing Services NA Inc. — QUA1673; (608) 836-4400
END OF EVALUATION REPORT -
Exterior Research and Design, I.I.C. Evaluation Report 140510.02.12-R3
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL35216-113
RhinoRoof Underlayments Revision 3: 10/20/2017
Page 3 of 3
RhinoRoof ° U20
Synthetic Roofing Unoerlayment
RhinoRoof• U20 Installation Instructions
RhinoRoof° U20 is an air, water and vapor barrier and
therefore must be installed above a properly ventilated
space(s). Follow ALL building codes applicable to your
geographical region and structure type as it is considered
a vapor barrier.
DECK PREP: Protrusions from the deck area must be
removed and decks shall have no voids, damaged or
unsupported areas. Deck surface should be free of debris,
dry and moisture free.
USE: RhinoRoof' U20 must be covered by primary roofing
within 60 days of application. U20 is designed for use
under; asphalt or synthetic shingles, metal in residential
applications, and cedar shakes that have been primed.
APPLICATION: For slopes from 4:12 and higher RhinoRoof'
U20 is to be laid out horizontally (parallel) to the eave with
the printed side up.' Horizontal laps should be 4" and
Vertical laps should be 6"and anchored approximately
1 " in from the edge. For low slope applications it is
recommended to overlap 50% plus 1", for complete
definition of low slope and guidelines consult authorities
having jurisdiction. U20 product is not recommended
for slopes less than 2:12. The use of roofing hammer,
pneumatic air or gas driven fastener tools is acceptable.
The use of straight edge cutting knives is recommended.
FASTENERS: For same day coverage with primary roofing
RhinoRoof' U20 can be anchored with corrosive resistant
3/8" head x 1 " leg roofing nails (ring shank preferred,
smooth leg acceptable). The use of every other anchoring
location printed on the product is also acceptable. If U20
will be left exposed for up to 60 days the product must
be anchored with 1 " plastic or metal cap smooth or ring
shank roofing nails and anchored in all locations printed
on the facer. DO NOT USE STAPLES: the use of staples to
penetrate RhinoRoof' U20 will void warranty.
ANCHORING: All anchoring nails must be flush, 90
degrees to the roof deck, and tight with the underlayment
surface and the structural roof deck. Where seams and
joints require sealant or adhesive use a low solvent plastic
roofing cement meeting ASTM D-4586 Type 1, or Federal
Spec SS-153 Type 1 such as Karnak, Henry, DAP, MB,
Geocel or equivalent. Acceptable alternatives are butyl
rubber, urethane, and EDPM based caulk or tape sealant.
EXTENDED EXPOSURE: If RhinoRoof' U20 product will
be exposed longer than 24 hours and up to 60 days then
product must be attached to the structural roof deck
using a minimum 1 " diameter plastic or metal cap roofing
nails (ring shank preferred but smooth leg acceptable).
Miami Dade approved tin tags/metal caps are also
acceptable, and it is recommended for best performance
to use with the rough edge facing up. For extended
exposure it is always recommended to anchor on every
printed position on the facer. RhinoRoof' U20 is not
designed for indefinite outdoor exposure.
For extended exposure conditions where driving rain or
strong winds are expected it is recommended to take
additional precautions such as doubling the lap widths.
Alternately or in addition to a compatible sealant could
be used between the laps or a peel and stick tape could
be applied to the overlaps.
CAUTION - READ GOOD SAFETY PRACTICES BELOW
Good safety practices should be followed on steep slope
roofs, such as use of tie -offs, toe boards, ladders and/or
safety ropes and personal body harnesses. Follow OSHA
guidelines. Slip resistance may vary with surface conditions
from debris that accumulates, weather, footwear and roof
pitch. Failure to use proper safety gear can result in
serious injury. Depending on roof pitch and surface
conditions, blocking may be required to support materials
on the roof and is good safety practice. Remember to
seal the nail holes after removing blocking.
InterWrape Roofing Products DivisiontCharleston, SC • Vancouver, BC • Mission, BC • Montreal, QCI.
a
Web: www.interWrap.com/roofing I E-mail: info®interwrap.com "kw r
Toll Free: 888 713 7663 1 Tel: 778 945 2888
Florida Building Code Online Page 1 of 2
Business •ProfessionalRegulationr
I
SCIS Moore I tog In i User Registration Hot Topics Subrrot Surcharge Stats 6 Facts Publkabons FBC Stan ; SCIS Site Map Unks Search
Florida
rWiproduct
IUSER:
Approval
Public User
Product Approval Menu > PrpduR Dr Application Search > Aoolicabon Ust > Application detail
FL # FL16994-RS
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Southeastern Metals Mfg. Co.
Address/Phone/Email 11801 Industry Drive
Jacksonville, FL 32218
904) 696-4682
jhkelsey@semetals.com
Authorized Signature Jeremy Kelsey ; 1. . • ; . .
jhkelsey@semetals. con?,
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Roofing Accessories that are an Integral Part of the Roofing System
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 UL LLC
Quality Assurance Contract Expiration Date 12/20/2020
Validated By Locke Bowden
G Validation Checklist - Hardcopy Received
Certificate of Independence FL16994 R5 COI SEM14001.5a 2017 FBC Eval Report Off-Ridoe Vent
final.f
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1503.5
1709.2
Product Approval Method Method 2 Option B
https://www.floridabuilding. org/prlpr_app_dti.aspx?param=wGEVXQvADgvBwYu9TrZN... 2/6/2018
Florida Building Code Online Page 2 of 2
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
09/26/2017
10/10/2017
10/15/2017
12/12/2017
FL * Model, Number or Name Description
16994.1 Off Ridge Vent 4-ft, 6-ft, and 8-ft off ridge vents for use with asphalt
shingles
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16994 R5 II SEMI 4001.Sa 2017 FBC Eval Report Off -
Ridge Vent final.odfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: N/A Verified By: Zachary R. Priest 74021
Design Pressure. +0/-18 Created by Independent Third Party: Yes
Other: See evaluation report for limits of use. Evaluation Reports
FL16994 RS AE SEM14001.5a 2017 FBC Eval Report Off -
Ridge Vent final.pdf
Created by Independent Third Party: Yes
16994.2 Tile Off Ridge Vent 4-ft, 6-ft, and 8-ft off ridge vents for use with clay or
concrete tile
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16994 R5 II SEM14001.5b 2017 FBC Eval ReportTile Roof
Vent final.pdf ApprovedforuseoutsideHVHZ: Yes Impact
Resistant: N/A Verified By: Zachary R. Priest 74021 Design
Pressure: +0/-9 Created by Independent Third Party: Yes Other:
See Evaluation Report for limits of use. Evaluation Reports FL16994
RS AE SEM14001.5b 2017 FBC Eval ReportTile Abof Vent
filial.odf 3 r Created by
Independent Third Party: Yes Back He-
t Contact Us ::
2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850.487.1824 The State
of Florida is an AA/EEO employer. Copyright 2007-2013 State of Foonda.:; Privacy Statement ;: Ac[esslbrllty Statement :: Refund Statement Under Fonda
law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail
to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.
275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an email address which an be made available to the public. To determine If you are a licensee under Chapter 455,
F.S., please click DM. Product Approval
Accepts: W I _
M1 Crbdd Card —
Safe https://
www.
floridabuilding. org/pr/pr_app_dtl .aspx?param=wGEVXQwtDgvBwYu9TrZN... 2/6/2018
CREEK
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
813) 480-3421
EVALUATION REPORT FLORIDA BUILDING CODE, 6'" EDITION (2017)
Manufacturer: Southeastern Metals Manufacturing Co., Inc. (SEMCO) Issued October 10, 2017
11801 Industry Drive
Jacksonville, FL 32218
800) 874-0335
hni)-//wwwsemetals.com
Manufacturing Plant: Jacksonville, FL
Quality Assurance: UL LLC (QUA1743)
SCOPE
Category: Roofing
Subcategory: Roofing Accessories that are an Integral Part of the Roofing System
Code Sections: 1503.5, 1709.2
Properties: Roof Ventilation
REFERENCES
Enti
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
Zachary R. Priest, P.E. (CREEK Technical Services)
PRODUCT DESCRIPTION
Report No.
SEM-029-02-01
SEM-031-02-01
SEM14003
Standard '.-
ASTM E 330
ASTM E 330
Calculations
Year.. . -
2014
2014
2014
Off Ridge Vent: Minimum 26 ga. ASTM A792 or ASTM A653 CS Type B steel; Shall conform with FBC
Section 1503.2
Maximum dimensions of the vent are 24-inch wide x 102-inch long x 4.25-inch high.
Vent is available in nominal 4-ft, 6-ft and 8-ft sizes.
SEM14001.5a FL16994-R5 Page 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
Southeastern Metals Manufacturing Co., Inc.
OH Ridge Vent
TECHNICAL SERVICES, LLC
PRODUCT APPLICATION
Deck Type: Minimum 7/16-inch APA span rated OSB sheathing or 15/32-inch APA span rated
plywood sheathing for new and existing roof deck (Deck shall be designed by others in
accordance with FBC requirements).
Roof slope: Minimum 2:12
Installation Height: Maximum 33-ft
Roof Cut -Out: 2.5-inch wide x 42-inch opening for the nominal 4-ft vent
2.5-inch wide x 66-inch opening for the nominal 6-ft vent
2.5-inch wide x 90-inch opening for the nominal 8-ft vent
Attachment Method: Cut-out opening as prescribed above into the sheathing located a minimum 6-inch off
the ridge. For a single vent, install the vent as close to the center of the roof length as
possible. Multiple vents should be evenly spaced along the roof length.
Remove interfering shingle nails around the perimeter of the opening and any debris
prior to placing vent. Apply ASTM D 4586 or ASTM D 3409, Type I roofing
cement/mastic to the underside of the perimeter flange to continuously surround and
seal the flange. Position the vent over the opening in the roof sheathing. Slide the top
and side flanges of the vent underneath the shingles• and allow the bottom flange to lie
on top of the shingles. Attach the vent with #9 x min. 1.5-inch HWH screws with 0.5-
inch sealing washers or min. 12 ga. x 1-1/4-inch ring shank nails with min. 3/8-inch
diameter heads having sufficient length to penetrate through the sheathing a minimum
of 3/8-inch. The fasteners shall be located 1-inch from the edge of the flange and 5.5-
inches o.c. along all four sides of the vent. All loosened shingles shall be adhered
down with roof cement/masbc. When nails are used to attach the vent, all penetrations
through the vent flange shall be sealed using ASTM D 4586 or ASTM D 3409, Type I
roofing cemenVmastic.
Allowable Roof Coverings: Asphalt shingles
Maximum Design -13.5 psf for 4-ft and 6-ft vents
Pressure -18 psf for 8-ft vent
Pressures calculated using 2:1 margin of safety per 1504.9
SEM14001.5a FL16994-R5 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.
Southeastern Metals Manufacturing Co., Inc.
CREEK Off Ridge Vent
TECHNICAL SERVICES, LLC
LIMITATIONS
1) Fire Classification is outside the scope of this evaluation.
2) This report is not for use in the HVHZ.
3) The roof deck and deck attachment shall be designed by others in accordance with the FBC.
4) SEMCO vents shall be installed in strict compliance with this evaluation report and the manufacturer's
published installation instructions. In the event of conflict, the more restrictive installation shall be enforced.
5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion prior to installation.
6) Installation of the roof assembly is outside the scope of this evaluation.
7) SEMCO vents are intended to provide passive ventilation for an enclosed attic in residential construction
applications
8) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have'demonstrated compliance with the Florida Building
Code, 6'" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
GENSF
No 74021
cc Z
3 % STATE OF .:44/:
EEC .
rn
CERTIFICATION OF INDEPENDENCE
2017.10.10
10:29:43
04'00'
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.
END OF REPORT
SEM14001.5a FL16994-R5 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.
M1AMI-DADE COUNTY
MIMI®DUDE PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AID ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.so.-/economy
Southeastern Metals Manufacturing Company, Inc.
11801 Industry Drive
Jacksonville, FL 32218
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails -to -meet the
requirements of the applicable building code. _ . : r_ • , •-
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including.the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Weather Vent
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA No. 08-0423.01 consists of pages 1 through 3.
The submitted documentation was reviewed by Juan E. Collao, R.A.
NOA No.: 13-0814.08
Expiration Date: 04/15/19
Approval Date: 01/23/14
Page 1 of 3
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub -Category: Ventilation
Material: Steel
Minimum Slope: 2:12
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Manufactured by Test Product
Applicant Dimensions Specifications Description
Weather Vent Vent: 4-'/z" x 19" x 46" TAS 100 Galvanized metal roof vent
Deck Flange: 24" x 52"
Thickness: 0.0217 inch.
MANUFACTURING LOCATION
1. Jacksonville, FL
EVIDENCE SUBMITTED _
Test Agency Test Identifier Test Name/Report Date
PRI Asphalt Technologies, Inc. TAS 100 SEM-002-02-01 08/14/03
ICC-ES AC132 SEM-027-02-01 01/07/14
APPROVED APPLICATIONS:
Deck Type: Wood
Deck Description: 15/
32" or greater plywood or wood plank
System Type A: Mechanical attachment of vent for shingle roofs
Cutout: Mark a 3'/z" x 46" opening centered between layout lines and aligned minimum 6 inches from
the ridge. Set blade to thickness of sheathing and cut opening. Brush away sawdust and debris.
Installation: Vents should be evenly spaced on the rear slope of the roof.
Center vent in opening and set it in a 1/8" thick of an approved ASTM D 4586 asphalt roofing
cement. Secure vent to the roof deck with 1-'/," galvanized ring shank roofing nails spaced
approx. 8" o.c. and 1" from the outside edge of the flange. Use a minimum of 18 nails per vent.
Seal all nails and vent flange with an approved ASTM D 4586 roofing cement. (See drawings
herein).
Net Free Area: 99 square inches.
NOA No.: 13-0814.08
Expiration Date: 04/15/19
Approval Date: 01/23/14
Page 2 of 3
LIMITATIONS:
1. Refer to applicable building code for required ventilation.
2. Weather Vent shall comply with the manufacturer's current published application instructions and the
requirements set forth in the applicable building code.
3. This acceptance is for installations over asphaltic shingle roofs only.
4. Weather Vent shall not be installed on roof mean heights greater than 33 feet.
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building
Code and Rule 9N-3 of the Florida Administrative Code.
6. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of
the manufacturer's name or logo, city, state, and following statement: "Miami -Dade County Product
Control Approved" or the Miami -Dade County Product Control Seal as shown below:
MIAM -DADE COUNTY
DRAWINGS
s •
ROOF FLANGE NAIL PLACEMENT
END OF THIS ACCEPTANCE
NOA No.: 13-0814.08
Expiration Date: 04/15/19
Approval Date: 01/23/14
Page 3 of 3
18 ., 44,-7,78
DESCRIPTION AS FURNISHED: Lot 46, WYNDHAM PRESERVE, bs recorded in Plot Book 87, Pa, ges 93
1,-wough 102 of the Public Records of Seminole County, r"7orido.
BOUNDARY FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation);
Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title
Insurance Fund: Bonk of Americo `
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SCIENCES 3/4/2019ENGINEERINGReportDate:
tuConsultants In: Geotechnical Engineering - Environmental Sciences
Geophysical Services -Construction Materials Testing -Threshold Inspection
Building Inspection - Plan Review - Building Code Administration
3532 Maggie Blvd Orlando, 32811 - P: 407.423,0504 - F: 407.423.3106 jQ_ 712 7
In -Place Density Test Report
Client: Park Square Homes
UES Technician: Caleb Radcliff
5200 Vineland Road Suite 200
Orlando, FL 32811 Date Tested: 03/04/2019DtLraProject: Wyndham Preserve, House Lot Testing East
Lake Mary Boulevard 8 Brisson Avenue South, Sanford, Seminole County, FL 32773 Area
Tested: Lot 46 Material:
Native Reference
Datum: 0 = Bottom of Footing Type
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 Maximum
Density
per
ptimum Moisture
Field
Dry
Density pd)
Field
Moisture
Soil
Compaction
loll
Native
Depth
De
inchinch)
Passor
Fail
1 East
Footing 0-1 ft 106.8 10.6 111.8 8.0 105 N/A Pas: 2 North
Footing 1-2 ft 106.8 10.6 111.7 9.2 105 N/A Pas: 3 West
Footing 1-2 ft 106.8 10.6 111.5 9.3 104 N/A Pas: 4 Northeast
comer (TOF) 1-2 ft 106.8 10.6 111.0 9.2 104 N/A Pas: 5 Southwest
corner (TOF) 2-3 ft 106.8 10.6 109.7 9.9 103 N/A Pas: Remarks: 2364
Blue Grouse Lane TOF)=Top
Of Fill Tn ne/
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