HomeMy WebLinkAbout516 E 14 St 18-1691 New construction SFHCOUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 181Q0003
BUILDING APPLICATION #: 18-10000354
BUILDING PERMIT NUMBER: 18-10000354
ly- 1 (-P9 (
DATE: April 06, 2018
UNIT ADDRESS: 14TH STREET E 516 31-19-31-507-0200-0030
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: CYPRESS HOLDINGS LLC
ADDRESS: 4925 RED BRICK RUN SANFORD FL 32771
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 516 E 14TH STREET / SAN LANTA / SFR
FEE BENEFIT RATE UNIT
TYPE DIST SCHED RATE
CALL
UNITS
UNIT
TYPE
TOTAL DUE
ROADS-ARTERIALS CO -WIDE ORD
Single Family Housing 705.00
ROADS -COLLECTORS N/A
1.000 dwl unit 705.00
Single Family Housing .00 1.000 dwl unitFIRERESCUEN/A 00
LIBRARY CO -WIDE ORD 00
Single Family Housing 54.00
SCHQOLS CO -WIDE
1.000 dwl unit 54.00ORD
Family Housing 5,000.00 1.000 dwl unit 5,000.00PARKSNA
LAW ENFORCE N/A 00
DRAINAGE N/A 00
AMOUNT DUE 5,759-00
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHAN
CERTIFICATE OF OQCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW
COPIES
RULEHE SEQOVERRINGSAPPEALS MAYNBE PICKEDEUP, OREREQUESTED, 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 REFERENCETHECOUNTYBUILDINGPERMITNUMBERATTHE 'POP LEFT OF THIS STATEMENT.
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOTISSUEDWITHIN60CALENDARDAYSFROMTHEDATEABOVE
REQUII][81EIID INSPECTION SEQUENCE
s/4
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zo Lintel / Tie Beam / Fill / Down Cell
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I
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4/0 Roof Dry In
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Insulation Rough In
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Drywall / Sheetrock
Lath Ins ection
Final Solar
o t Ivo Finar Roof
Final Stucco./ Siding
7 4=> i svo Insulation Final
Final Utility Building
Final Door.
Final Window
Final Screen.Room
Final. Pool Screen Enclosure•
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Pre -Demo
Final Demo
Final Smg-fe FamilyResidence
000 Final. Building. Other
REVISED: June 20'14
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i Footer I Slab Steel Bond
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ip Plumbing Underground
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10 Mechanical Rough
000 Mechanical. Final
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Gas Underground
Gas Rough
Gas- Final
SXR Building & Fire Prevention DivisionFORDPERMITAPPLICATION
FIRE DEPARTMENT APR -452018,
Application No: (.o
3`._.Q!s
D" Documented Construction Value: $ M2$M
516 E. 14th Street, Sanford, 32771JobAddress. 14Historic District: Yes No
Parcel ID: 31-19-31-507-0200-0030 Residential Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move El
Description of Work: New Single Family Construction
Plan Review Contact Person: Matt Patterson
Phone: (321) 299-6589 Fax: (407) 650-2879
Title: V P
Email: cypresshomebuilders@gmail.com
Property Owner Information
Name Cypress Holdings, LLC Phone: (407) 616-5997
Street: 4925 Red Brick Run
City, State Zip: Sanford, FL 32771
Resident of property? : No
Contractor Information
Name Cypress Homes / David N. Ferri Phone: (407) 616-5997
Street: 4925 Red Brick Run
City, State Zip: Sanford, FL 32771
Fax: (407) 650-2879
State License No.: C BC 1262052
Architect/Engineer Information
Name: T.S. Chehal Engineering Phone: (407) 521-5557
Street: 531 S State Rd 434 #1001 Fax:
City, St, Zip: Altamonte Springs, FL 32714
Bonding Company:
Address:
N/A
E-mail: raj70659aol.com
Mortgage Lender:
Address:
N/A
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code
Revised: January I, 2018 Permit Application
sle.IA
r.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current 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.
Y / !t (
fir
1 e1 bs-
SibnAre of Owner/Agent Date
bAvi D ire J4 Kr
Print Owner/Agent's Name
Notary Public, State of Florida
I Commission# FF 147523
My comm. expires Aug. 4, 2018
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
aa &I.- Y s /*
Sign of Contracto'FMAgent Date
2WV14P M I¢AI
Print Contractor/Agent's Name
BELOW IS FOR OFFICE USE ONLY
Permits Required: BuildingEl Electrical'" Mechanical® Plumbingo Gas[] Roof
Construction '1
Total Sq Ft of Bldg:_
13 Occupancy Use: _ 3
ZITS Min. Occupancy Load:
Flood Zone:
r
of Stories: -
New Construction: Electric - # of Amps 1 So Plumbing - # of Fixtures 1 p
Fire Sprinkler Permit: Yes No 2 # of Heads
APPROVALS: ZONING: SG W-16-19 UTILITIES:
ENGINEERING: IM,TC. 4.16 -14 FIRE:
COMMENTS: AP 83- 1 G 9 I
Fire Alarm Permit: Yes No
Ok to construct Single Family house as shown on plan.
Meets area and dimension regulations for the
Sk /A zoning district. Per Schedule J, at least one (1)
tree shall be located in the required front yard.
WASTE WATER:
BUILDING: Sr ! --I, t8
Revised: January 1, 2018 Permit Application
sl
Sign tura of pEto
Notary Public, State of FlorWe
Commission# FF 147523
My comm. expires Aug. 4, 2018 r
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: BuildingEl Electrical'" Mechanical® Plumbingo Gas[] Roof
Construction '1
Total Sq Ft of Bldg:_
13 Occupancy Use: _ 3
ZITS Min. Occupancy Load:
Flood Zone:
r
of Stories: -
New Construction: Electric - # of Amps 1 So Plumbing - # of Fixtures 1 p
Fire Sprinkler Permit: Yes No 2 # of Heads
APPROVALS: ZONING: SG W-16-19 UTILITIES:
ENGINEERING: IM,TC. 4.16 -14 FIRE:
COMMENTS: AP 83- 1 G 9 I
Fire Alarm Permit: Yes No
Ok to construct Single Family house as shown on plan.
Meets area and dimension regulations for the
Sk /A zoning district. Per Schedule J, at least one (1)
tree shall be located in the required front yard.
WASTE WATER:
BUILDING: Sr ! --I, t8
Revised: January 1, 2018 Permit Application
CITY OF
Sk 4FOX%_" . _ __ - . _. ' -. . `Building &Fire Prevention Division
PERMIT APPLICATION
FIRE DEPARTMENT APR —2018
Application No:
Documented Construction Value: $ 182,900
Job Address: 516 E. 14th Street, Sanford, 32771 Historic District: Yes No
Parcel ID: 31-19-31-507-0200-0030 Residential Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: New Single Family Construction
Plan Review Contact Person: Matt Patterson Title: VP
Phone: (321) 299-6589 Fax: (407) 650-2879 Email: cypresshomebuilders@gmail.com
Property Owner Information
Name Cypress Holdings, LLC Phone: (407) 616-5997
Street: 4925 Red Brick Run Resident of property? : NO
City, State Zip: Sanford, FL 32771
Contractor Information
Name Cypress Homes / David N. Ferri Phone: (407) 616-5997
Street: 4925 Red Brick Run Fax: (407) 650-2879
City, State Zip: Sanford, FL 32771 State License No.: CBC1262052
Architect/Engineer Information
Name: T.S. Chehal Engineering Phone: (407) 521-5557
Street: 531 S State Rd 434 #1001 Fax:
City, St, Zip: Altamonte Springs, FL 32714 E-mail: raj7065@aol.com
Bonding Company: N/A Mortgage Lender: N/A
Address: Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61" Edition (2017) Florida Building Code
Revised: January 1, 2018 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may 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.
Si re of Owner/Agent Date
9 10 fT A /(
Print Owner/Agent's Name
cif Notary Public, State of Florida
Commission# FF 147523
My comm. expires Aug. 4, 20'
Owner/Agent is V"' Personally Known to Me or
Produced ID Type of ID
Sign of Contractor Agent Date
lam//O rt At Al
Print Contractor/Agent's Name
0 apleXPAI"A
ill1 A`
o Notary Public, St--- - ate of Florida
Commission# I 147523
SOS My comm - --- -. expires Aug. 4, 2018p
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No
Plumbing - # of Fixtures
of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: UTILITIES: Wo, y'`l WASTE WATER:
ENGINEERING:
COMMENTS:
FIRE: BUILDING:
Revised: January 1, 2018 Permit Application
City of Sanford
Planning and Development Services
Engineering — Floodplain Management
Flood Zone Determination Request Form
Name: Matt Patterson Firm: Cypress Homes
Address: 4925 Red Brick Run
City: Sanford State: FL Zip Code: 32771
Phone: 321.299.6589 Fax: Email: cypresshomebuilders@gmail.com
Property Address: 516 E. 14th Street
Property Owner: Cypress Holdings, LLC
Parcel identification Number: 31-19-31-507-0200-0030
Phone Number: 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)
O -FICIA SE ONLY
Flood Zone: X Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number: 120294 0070 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
K The parcel is not in the: M floodplain floodway
The structure is in the: floodplain floodway
The structure is not in the: floodplain floodway
If the subject property is determined to be flood zone `A', the best available information used to
determine the base flood elevation is:
BP# 18-1691
Reviewed by: Michael Cash, CFM Date: April 10, 2018
a n
g Application for Paved Driveway, Sidewalk or
Walkway yIncludingRight-of-Way Use &
Itiolu Landscaping in Right-of-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 fUww.wt,<Eelow.
size and location of the existing right-of-way and use shall be provided or application could be delayed. Call before you dig.
1. Project Location/Address: 516 E. 14th Street Sanford FL
2. Proposed Activity: X Driveway
3. Schedule of Work: Start Date 5/15/2018
Walkway 0 Other:
Completion Date 8/31/2018
4. Brief Description of Work: New Single Family Residence
This application is submitted by.
Signature:
Address: 4925 Red Brick Run Sanford FL.
Phone: (321) 299-6589 Fax:
Print Name: Matt Patterson
Emergency Repairs
Email: cypresshomebuilders@gmail.com Date: 04/10/2018
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 installationfimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways,
utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall
remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does
not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous
condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestors expense and, if necessary, file a lien on the
Requestoes property to recover costs of restoration.
To the fullest extent permitted by law, Requestor agrees to defend, indemnity, and hold harmless the City, its councilpersons, agents, servants, or employ-
ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct,
indirect or consequential), or injury of any nature whatsoever to person or 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: 04/10/2018
This permit shall be posted on the site during construction.
Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection.
Pre -pour Inspection by: Date:
Application No:
Reviewed:
Public Works
Utilities
Approved:
Engineering
Site Inspected by:
Special Permit Conditions:
Official Use Only
Fee: Date:
Date:
Date:
Date: A- 0- Zo t S
Date:
November 2015 RDW Use Dnveway.pol
THIS INSTRUMENT PREPARED BY:
GRANT MALOY SEMINOLE COUNTY
Name: David N Ferri
CLERK OF CIRCUIT COURT & COMPTROLLER
Address: 4925 Red Brick Run
BY.
CLERK'S AV 018 (100
Sanford,FL.32771
CLERY. S 201E037100
RECORDED 04/05/2018 02:58:01) P11
RECORDING FEES $10.00
NOTICE OF COMMENCEMENT
RECORDED BY Wevore
State of Florida
County of Seminole
Permit Number: Parcel ID Number: 31-19-31-507-0200-0030
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.
DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
E 25 FT LOT 3 & W 35 FT LOT 4 BLK 2 SAN LANTA PB 3 PG 80 - 516 E 14th Street, Sanford, FL 32771
GENERAL DESCRIPTION OF IMPROVEMENT:
New Single Family Residential Construction
OWNER INFORMATION:
Name: Cvvress Holdines, LLC
Address: 4925 Red Brick Run, Sanford, FL 32771
Fee Simple Title Holder (if other than owner) Name:
Address:
CONTRACTOR:
Name: Cypress Homes
Address: 4925 Red Brick Run, Sanford, FL 32771
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713.13(1)(b), Florida Statutes.
Name:
Address:
In addition to himself, Owner Designates of
To receive a copy of the Lienors Notice as Provided in
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date Is 1 year from date 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.
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated In It are true
to the best y knowl dge and belief.
David N. Ferri
s Signature Owner's Printed Name
Florida Statute 713.13(1)(g): "The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead."
State of ` 10rla(4 County of 5fJ22L4Ad Q
The foregoing Instrument was acknowledged before me this 5 day of 201 % , 20
by Who Is personally known to me
Name of person making statement •
OR who has produced Identification type of identifl
O
Commtssto 4.20
COMM
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATIONtFP-D
Application No:
Documented Consh•uction Value: S 1.02Qo cC)
Job address: S 1 1 n Erl " 19JL if'•' )t Historic District: 1'es \o
Parcel ID:
Type of Work: New a
Residential L11 Commercial
Chancre of Use Nlove
Fault 11'rN trll %.vutact rrrbun: l itle:
Phone: Fay: Email:
Property Owner Information
ameryp Phone:
Street: Resident of property? :
Cite, State Zip:
Contractor Information
77j.."..
ame Fk> C--. '
j \ r Phone: • /-7Q Y.6 I i i " )
Street:
4Ir
Fax: e7 I Q07
Cih, State Zip: ,!( ,1C r % / / State License \o.:
Name:
Street:
Cite, St, Zip:
Bonding Company:
Architect/Engineer Information
Phone:
Fa X:
E-mail:
NIortga;e Lender:
address: Address:
AR•NIN'GGTO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMME\CE:NIE\T'NIAI' RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO POUR PROPERTY. A NOTICE OF CONLNIENCENIE• NT -NIUST BE
RECORDED :L\D POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU ENTEND TO OBTAUN
FI\A\CI\G, CONSULT WITH YOUR LENDER OR AN :ATTORNEY BEFORE RECORDr\G YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a perniii to do the ,-vork -and instaliations as indicated. I cerin• That no work or installonon has
commenced prior to the issuance ofa pernit and :hat all work "•ill be performed to meet standards of all 13•xs re_ulating construction
in this jurisd!ction. 1 understand that a separate permit must be secured for electrical work, plumbing. signs. wells.pools.
furnaces. boilers. heaters, tanks, and :air conditioners, etc.
FRC 10:.3 Shall he inscribed with the date Ora pplication an(It lie code in erfect as of that date: 45'h Edition (201 4) Florida Building Code
R: tii.cd. 1v^:: ft.:0 i 5 nv; mit A, bca:wn
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 e=ater
manazement districts, state agencies. or federal agencies.
Acceptance of permit is verification that I will notify the owner of the propem• 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 grill 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 flip- red off the executed contract exceed the acetal construction value.
credit will be applied to your permit fees when the permit is issued.
ONV ER'S AFF[DA IT: I certify that all of the foregoing information is accurate and that all «'ork «vill
be done in compliance Nvith all applicable la«•s regulating construction ng.
Sigrmure of Owner54gent Date
Print Otlner•Aeent*s Name
Signature of Notarv-State of Florida Date
Owner/agent is —Pe rsonally Known to Me or
Produced MType of ID
STEPHANIE RALLO
I Commission # FF 175017gatExpiresNovegfier9, 2018
11'(„.•
BoidW TpuT buvurc990J 70f9
Contrac . = s ersona by Kno -n to Nfe or
Produced ID Type of [D
BELOW IS FOR OFFICE USE O\LS.'
Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy load:
New Construction: Electric - >T of amps
Flood Zone:
2 of Stories'
Plumbing - T of Fixtures
Fire Sprinkler Permit: Yes \o --.'of Heads Fire alarm Permit: Yes \o
APPR0N'ALS: ZON7rNG:
ENG NEERING:
CO.-NINFE\TS:
UTILITLES:
FFRE:
NVASTE WATER:
BUILDF\G:
R:!v;5:d. June "ri. -nli Per nit A-y!tcatioa
to*" wf
RECORD COPY
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: The Abaco Builder Name: Cypress Homes
Street: 516 14th. St. Permit Office: 6 91 1
City, State, Zip: Sanford , FL , 32771 Permit Number: T/}
A
14FOFo
Owner: Jurisdictionaif.ql
Design Location: FL, Sanford County:: SeminoFe (Florida Climate Zone 2) QFP
Rte`'
1. New construction or existing New (From Plans) 9. Wall Types (1532.0 sqft-) Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Int Insul, Exterior R=4.1 1276.00 ft2Frame - Wood, Adjacent b. R=13.0 256.00 ft
3. Number of units, if multiple family 1 c. N/A R= ft?
4. Number of Bedrooms 3 d. N/A R= ft2
10. Ceiling Types (1708.0 sqft.) Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1708.00 ft2
6- Conditioned floor area above grade (ft2) 1708 b. N/A R= ft2
Conditioned floor area below grade (ft2) 0
c. R= ft2
11. Duuctct s R ft2
7. Windows(162.0 sqft.) Description Area a- Sup: Attic, Ret: Main, AH: Main 6 341.6
a. U -Factor: Dbl, U=0.35 162.00 ft2
SHGC: SHGC=0.34
b: U -Factor. N/A ft2 12. Cooling systems kBtulhr Efficiency
SHGC:
a. Central Unit 30.0 SEER:15.00
c. U -Factor. N/A ft2
SHGC: 13. Heating systems kBtu/hr Efficiency
d. U -Factor: N/A ft2 a. Electric Heat Pump 30.0 HSPF:8.50
SHGC:
Area Weighted Average Overhang Depth: 1.926 ft.
Area Weighted Average SHGC: 0.340 14. Hot water systems
a. Electric Cap: 50 gallons
8. Floor Types (1708.0 sqft.) Insulation Area EF: 0.950
a. Slab -On -Grade Edge Insulation R=0.0 1708.00 ft2 b. Conservation features
b. N/A R= ft2
None
c. N/A R= ft2
15. Credits Pstat
0.095
Total Proposed Modified Loads: 45.09 PASSGlass/Floor Area:.
Total Baseline Loads: 48.71
I hereby certify, that the plans and specifications covered by . Review of the plans and
Q14E
ST,q?
this calculation are in compliance with the Florida Energy
Code.
specifications covered by this
calculation indicates compliance
Z_;• O,{
with the Florida Energy Code.
PREPARED BY`. Before construction is completed
DATE: y- this building will be inspected for
compliance with Section 553.908
1 hereby certify that this building, as designed, is in compliance
Florida Statutes.
CSD WEwiththeFloridaEnergyCode.
OWNER/AGENT- ""'" BUILDING OFFICIAL.
DATE` DATE:
Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed in accordance with R403.3.2.1.
Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an
envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2).
Compliance with a proposed duct leakage Qn 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 Qn for whole house.
4/4/2018 8:41 AM EnergyGauge® USA - FlaRes2017 Section R405-4.1 Compliant Software Page 1 of 4
FORM R405-2017
4/4/2018 8:41 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4
PROJECT
Title:
Building Type:
Owner Name:
of Units:
Builder Name:
Permit Office:
Jurisdiction:
Family Type:
New/Existing:
Comment:
The Abaco
User
1
Cypress Homes
Single-family
New (From Plans)
Bedrooms: 3
Conditioned Area: 1708
Total Stories: 1
Worst Case: No
Rotate Angle: 0
Cross Ventilation: No
Whole House Fan: No
Address Type:
Lot #
Block/Subdivision:
PlatBook:
Street:
County:
City, State, Zip:
Lot Information
516 14th St.
Seminole
Sanford ,
FL , 32771
CLIMATE
Design Location
Design Temp
TMY Site 97.5% 2_5%
Int Design Temp Heating Design Daily Temp
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 1708 13664
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 Main 1708 13664 Yes 4 3 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter R -Value Area Tile Wood Carpet
1 Slab -On -Grade Edge Insulatio Main 159.5 ft 1708 ft' 0 0 1
ROOF
V/ # Type
Roof Gable Roof
Materials Area Area Color
Solar
Absor.
SA Emitt
Tested
Emitt Deck
Tested Insul.
Pitch
deg)
1 Hip Composition shingles 1850 ft' Oft, Medium 0.6 N 0.5 No 0 22.6
ATTIC
v # Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1708 ft' N N
CEILING
Ceiling Type Space R -Value Ins Type Area Frarhirig Frac Truss Type
1 Under Attic (Vented) Main 30 Blown 1708 ft' 0.11 Wood
4/4/2018 8:41 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4
r s
FORM R405-2017
1 'IPIsZel'?
J
Floor Area
Wall
Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1
WALLS
439 ft' 64 ft 8 ft 0
30 kBtu/hr 1 sys#1
Overhang
INFILTRATION
Scope
Ornt
AdjacentCavity
Frame Panes
Width Height
Imp
Sheathing Framing Solar Below
Oral
Int Shade
To Watt.Iype Space ILII.p Ft n -Et In Area R-"-ie_Eractionp,bsoc-Grade%
1 N Exterior Concrete Block - Int Insul Main 4.1 39 9 8 0 318.0 ft' 0 0 0.6 0
2 E Exterior Concrete Block - Int Insul Main 4.1 44 3 8 0 354.0 ft' 0 0 0.6 0
3 S Exterior Concrete Block - Int Insul Main 4.1 19 6 8 0 156.0 ft' 0 0 0.6 0
4 W Exterior Concrete Block - Int Insul Main 4.1 56 0 8 0 448.0 ft' 0 0 0.6 0
5 S Garage Frame - Wood Main 13 32 0 8 0 256.0 N' 0 0 0.01 0
Low -E Double Yes 0.35 0.34 N
DOORS
1 ft 0 in 1 ft 0 in None None
Ornt Door Type Space Storms U -Value Width Height Area
Ft In Ft In
1 S Wood Main None 39 3 8 24 ft'
2 S Wood Main None 39 2 8 6 8 17.8 ft'
1 'IPIsZel'?
J
Floor Area
Wall
Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 439 ft' 439 ft' 64 ft 8 ft 0
30 kBtu/hr 1 sys#1
Overhang
INFILTRATION
Scope
Ornt ID Frame Panes NFRC U -Factor SHGC Imp Area Depth Separation Int Shade Screening
1 n 1 Wood Double (Clear) Yes 0.35 0.34 N 40.0 ft' 1 ft 0 in 1 ft0 in None None
2 n 1 None Low -E Double Yes 0.35 0.34 N 60.0 ft' 1 ft 0 in 1 ft 0 in None None
3 e 2 None Low -E Double Yes 0.35 0.34 N 8 0 ft' 1 ft 0 in 1 ft 0 in None None
4 s 3 None Low -E Double Yes 0.35 0.34 N 30.0 ft' 6 ft0 in 1 ft 0 in None None
5 w 4 None Low -E Double Yes 0.35 0.34 N 9.0 ft' 1 ft 0 in 1 ft 0 in None None
6 W 4 None Low -E Double Yes 0.35 0.34 N 15.0 ft' 1 ft 0 in 1 ft 0 in None None
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 439 ft' 439 ft' 64 ft 8 ft 0
30 kBtu/hr 1 sys#1
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) 000356 1594.1 87.52 164.59 .2598 7
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump/ Split HSPF:8.5 30 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit/ Split SEER: 15 30 kBlu/hr 900 cfm 0.7 1 sys#1
4/4/2018 8:41 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4
vp. .%
FORM R405-2017 '
4/4/2018 8:41 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Garage 0.95 50 gal 60 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert # Company Name System Model # Collector Model Area Volume FEF
None None ftr
DUCTS
V Supply --- Return ---- Air CFM 25 CFM25 HVAC #
Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool
1 Attic 6 341.6 ft Main 85.4 fl' Prop. Leak Free Main cfm 51.2 cfm 0.03 0.50 1 1
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
CoolingI[ ]] Jan jj ]]Feb Mar A r Ma X Jun ' Jul X Au X Se Oct Nov Dec
Heatin[X] Jan jX] Feb MarAprki JXI X XIJJjJanFebMarMayJunJulAugSepOct Nov DecVenting
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 78 78 78 78 78 78 78 78 78 78
Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
4/4/2018 8:41 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4
i .4
FORM R405-2017
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 93
The lower the EnergyPerformance Index, the more efficient the home.
1. New construction or existing
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (ft')
7. Windows" Description
a. U -Factor: Dbl, U=0.35
SHGC: SHGC=0.34
b. U -Factor: N/A
SHGC:
c. U -Factor: N/A
SHGC:
d. U -Factor: N/A
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC: .
8. Floor Types
a. Slab -On -Grade Edge Insulation
b. N/A
c. N/A
516 14th St., Sanford, FL, 32771
New (From Plans) 9. Wall Types Insulation Area
Single-family
a. Concrete Block - Int Insul, Exterior R=4.1 1276.00 ft2
b. Frame - Wood, Adjacent R=13.0 256.00 ft
1 c. N/A R= ft'
3 d. N/A R= ft'
10. Ceiling Types Insulation Area
No a. Under Attic (Vented) R=30.0 1708.00 W
1708 b. N/A R= ft'
c. N/A R= ft'
Area
162.00 it'
11. Ducts R ft'
a. Sup: Attic, Ret: Main, AH: Main 6 341.6
ft'
12. Cooling systems kBtu/hr Efficiency
ft' a. Central Unit 30.0 SEER:15.00
ft'
1.926 ft.
0.340
Insulation Area
R=0.0 1708.00 ft'
R= ft'
R= ft'
13. Heating systems
a. Electric Heat Pump
14. Hot water systems
a. Electric
b. Conservation features
None
15. Credits
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature: K e's- • Date: Y- t{_ if,
Address of New Home: ^Q4 e, IUB City/FL Zip:
kBtu/hr Efficiency
30.0 HSPF:8.50
Cap: 50 gallons
EF: 0.95
Pstat
X00 (
HE S7.42
O
06
Ilg7l:
Ltii
Y ,w•`,,,, `
Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at
techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of
certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building
Commission's support staff.
Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
4/4/2018 8:41 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1
it .
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: The Abaco Builder Name: Cypress Homes
Street: 516 14th St. Permit Office:
City, State, Zip: Sanford . FL . 32771 Permit Number:
Owner: Jurisdiction:
Design Location: FL. Sanford
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 an dropped /soffitYPPceiling/soffit9
the insulation and any gaps in the air barrier shall be sealed, shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls
The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with
sealed. a material having a thermal resistance of R-3 per inch
Knee walls shall be sealed. minimum.
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/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 walls
Shafts, penetrations Duct shafts, utility penetrations. and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
Narrow cavities cavities shall be filled by insulation that on
installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the..garage and conditioned spac as.
Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building
shall be•sealed to the drywallr thermal envelope shall be,aiF 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
extend behind pipino and widna
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.
Electricallphone box or The air barrier shall be installed behind electrical or communication
exterior walls boxes or air -sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall
be sealed to the sub -floor or drywall.
Concealed When required to be sealed, concealed fire sprinklers shall only be
sprinklers sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
between fire sprinklcr cover plates and walls or cialloncis-
a. in addition, inspection of log walls snap be in accordance with the provisions of ICC 400.
4/4/2018 8:41 AM EnergyGaugeO USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
FORM R405-2017 Envelope Leakage Test Report Performance
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Envelope Leakage Test Report
Performance Method
Project Name: The Abaco Builder Name: Cypress Homes
Street: 516 14th St. Permit Office:
City, State, Zip: Sanford, FL , 32771 Permit Number:
Design Location: FL, Sanford Jurisdiction:
Cond. Floor Area:: 1708 sq.ft. Cond. Volume: 13664 cu ft.
Envelope Leakage Test Results
Regression Data:
C: n:
Single or Multi Point Test Data
R:
Leakage Characteristics
Required ACH(50) from
FORM R405-2017:
Tested ACH(50) ' :
Tested leakage must be less than or equal to the
required ACH(50) shown on Form R405-2017 for
this building. If the tested ACH(50) is less than 3
the building must have a mechanical ventilation
system.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour
in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches 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.
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; and
6. Supply and return registers, it installed at the time of the test, shall be fully open.
I hereby certify that the above envelope leakage
performance results demonstrate compliance
with Florida Energy Code requirements in
accordance with Section R402.4.1.2.
SIGNATURE:
PRINTED NAME:
DATE:
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)(Q, (g), or (i) or an
approved third party. A written report of
the results of the test shall be signed
by the third party conducting the test
and provided to the code official.
BUILDING OFFICIAL:
DATE:
0
1gNE S7,4TF
4
4/4/2018 8:41 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1
HOUSE PRESSURE FLOW:
1 Pa cfm
2 Pa cfm
3 Pa cfm
4 Pa cfm
5 Pa cfm
6 Pa cfm
Leakage Characteristics
Required ACH(50) from
FORM R405-2017:
Tested ACH(50) ' :
Tested leakage must be less than or equal to the
required ACH(50) shown on Form R405-2017 for
this building. If the tested ACH(50) is less than 3
the building must have a mechanical ventilation
system.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour
in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches 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.
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; and
6. Supply and return registers, it installed at the time of the test, shall be fully open.
I hereby certify that the above envelope leakage
performance results demonstrate compliance
with Florida Energy Code requirements in
accordance with Section R402.4.1.2.
SIGNATURE:
PRINTED NAME:
DATE:
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)(Q, (g), or (i) or an
approved third party. A written report of
the results of the test shall be signed
by the third party conducting the test
and provided to the code official.
BUILDING OFFICIAL:
DATE:
0
1gNE S7,4TF
4
4/4/2018 8:41 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1
i, ,
FORM R405-2017 Duct Leakage Test Report Performance Method
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Form R405 Duct Leakage Test Report
Performance Method
Project Name: The Abaco Builder Name: Cypress Homes
Street: 516 14th St. Permit Office:
City, State, Zip: Sanford . FL , 32771 Permit Number:
Design Location: FL, Sanford Jurisdiction:
CFM25(Out)
4
Duct Test Time: Post Construction
Required Duct Leakage from (Qn,out)
FORMR405-2017
Duct Leakage Test Results
CFM25 Duct Leakage Test Values
Line System Outside Duct Leakage
1 System 1 CFM25(Out)
2 System 2 CFM25(Out)
3 System 3 CFM25(Out)
4 System 4 CFM25(Out)
5 System 5 CFM25(Out)
Tested Sum lines 1-5
Total
Divide by
1708
House Duct
Total Conditioned Floor Area)
System
Leakage
Tested On (Out) must be less than or equal to the required On (Out).
I certify the tested duct leakage to outside, On,
is less than or equal to the proposed duct
leakage On specified on FORM R405-2017.
SIGNATURE:
PRINTED NAME:
DATE:
4/4/2018
Duct tightness shall be verified by
testing to ANSI/RESNET/ICC 380 by
either individuals as defined in Section
553.993(5) or (7), Florida Statutes, or
individuals licensed as set forth in
Section 489.105(3)(f),
g), or (i), Florida Statutes.
BUILDING OFFICIAL:
DATE:
tIAE SrgT
O
a V• v
1
l
COD tNE
4/4!2018 8:41 AM EnergyGaugeO USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1
wrightsofte Project Summary
Entire House
Energy Air, Inc
5401 Energy Air, Cl, Orlando, FL 32810 Phone: 407-886.3729 Email: PKnudsen@energyair.com Web: www.energyair com
For: 516 E 14th St - The Abaco, Cypress Homes
516 14th St., Sanford, FL 32771
Notes:
Weather: Orlando Executive AP, FL, US
Job:
Date: April 4th, 2018
By:
Winter Design Conditions Summer Design Conditions
Outside db 44 OF Outside db 93 OF
Inside db 70 OF Inside db 75 OF
Design TD 26 OF Design TD 18 OF
Btuh
Daily range L
e)
Relative humidity 50
Blower
Moisture difference 44 gr/Ib
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 15367 Btuh Structure 17855 Btuh
Ducts 1876 Btuh Ducts 2227 Btuh
Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh
none e)
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 17243 Btuh Use manufacturer's data y
Rate/swing multiplier 1.00
BtuhInfiltrationEquipmentsensibleload20082
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average
Fireplaces 0 Structure 2835 Btuh
Ducts 412 Btuh
Central vent (0 cfm) 0 Btuh
Het ttiing Cooling none)
Area (ftp T 1691 Equipment latent load 3248 Btuh
Volume (ft3) 13531 13531
Air changes/hour 0.38 0.20 Equipment Total Load (Sen+Lat) 23330 Btuh
Equiv. AVF (cfm) 86 45 Req. total capacity at 0.70 SHR 2.4 ton
Heating Equipment Summary Cooling Equipment Summary
Make Carrier Make Carrier
Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING
Model 25HBC53OA00300 Cond 25HBC53OA00300
AHRI ref 9154945 Coil FX4DNB031L
AHRI ref 9154945
Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER
Heating input Sensible cooling 19880 Btuh
Heating output 28200 Btuh @ 47°F Latent cooling 8520 Btuh
Temperature rise 29 OF Total cooling 28400 Btuh
Actual air flow 875 cfm Actual air flow 875 cfm
Air flow factor 0.051 cfm/Btuh Air flow factor 0.044 cfm/Btuh
Static pressure 0.50 in H2O Static pressure 0.50 in H2O
Space thermostat Load sensible heat ratio 0.86
Ca pacityba lance point = 33 OF
Backup:
Input = 7 kW, Output= 24157 Btuh, 100 AFUE
Bold/talic values have been manually overridden
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrlphtsofC'
2018 -Apr -040804e I
AAGG
QQr •-•~
Right•Sude®Umversal 2018 18 0.11 RSU02374 page
516 E 141h SVeet 516 E 14th St - The Abaco rup Cak = W8 Front Door faces: S
wrightsoft• Manual S Compliance Report
Entire House
Energy Air, Inc
5401 Energy Air, Cf. Orlando. Fl. 32810 Phone: 407.8863729 Email: PKnudsen@energyair.eom Web: www.energyair eom
For: 516 E 14th St - The Abaco, Cypress Homes
516 14th St., Sanford, FL 32771
Design Conditions
Job:
Date: April 4th, 2018
By:
Outdoor design DB: 92.6°F Sensible gain: 20082 Btuh Entering coil DB: 75.0'F
Outdoor design WB: 75.9°F Latent gain: 3248 Btuh Entering coil WB: 62.5°F
Indoor design DB: 75.0°F Total gain: 23330 Btuh
Indoor RH: 50% Estimated airflow: 875 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Carrier Model: 25HBC530A00300+FX4DNB031L
Actual airflow: 875 cfm
Sensible capacity: 22242 Btuh 111% of load
Latent capacity: 4294 Btuh 132% of load
Total capacity: 26536 Btuh 1140/6 of load SHR: 84%
Design Conditions
Outdoor design DB: 44.2°F Heat loss: 17243 Btuh Entering coil DB: 70.00F
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Carrier Model: 25HBC530A00300+FX4DNB031L
Actual airflow: 875 cfm
Output capacity: 27819 Btuh 161% of load Capacity balance: 33 OF
Supplemental heat required: 0 Btuh Economic balance: -99 OF
Backup equipment type
Manufacturer:
Actual airflow:
Output capacity:
Elec strip
Model:
875 cfm
7.1 kW 140a/o of load
Meets all requirements of ACCA Manual S.
Temp. rise: 50 OF
wrightsoft- 2016Apr-04 08:04:02
C . ... Right -Suite® Universal 2018 18.0. 11 RSU02374
i y
Page 1
516 E 14th SlreelZ16 E 14th SI - The Abeco.rup Calc - MJ8 Front Door faces S
wrightsoft• Duct System Summar Job:
Date: April 4th, 2018
Entire House By:
Energy Air, Inc
5401 Energy Air, Cf. Orlando, Fl. 32810 Phone: 407-886.3729 Email PKnudsen@energyair.com Web: www.energyair.com
For: 516 E 14th St - The Abaco, Cypress Homes
516 14th St., Sanford, FL 32771
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.50 in H2O
0.22 in H2O
0.28 in H2O
0.203 / 0.077 in H2O
0.124 in/100ft
875 cfm
226 ft
Cooling
0.50 in H2O
0.22 in H2O
0.28 in H2O
0.203 / 0.077 in H2O
0.124 in/100ft
875 cfm
Name
Design
Btuh)
HtgClg
cfm) cfm)
Design
FR
Diam
in)
H x W
in)
Duct
Matl
Actual
Ln (ft)
Ftg.Egv
Ln (ft) Trunk
bath 2 c 121 3 5 0.129 4.0 Ox 0 VIFx 27.6 130.0 stl
bedroom 3 c 2156 60 94 0.124 7.0 Ox 0 VIFx 33.9 130.0 stl
bedroom2 h 3546 180 120 0.126 8.0 Ox 0 VIFx 31.2 130.0 stl
d2 -A h 400 20 8 0.124 4.0 Ox 0 VIFx 33.1 130.0 stl
d3 -A h 423 21 8 0.125 4.0 Ox 0 VIFx 32.4 130.0 stl
fam.kit.din c 2104 67 92 0.137 6.0 Ox 0 VIFx 22.7 125.0 st3
fam.kit,din-A c 2104 67 92 0.136 6.0 Ox 0 VIFx 24.1 125.0 st3
fam,kit,dm-B C 2104 67 92 0.140 6.0 Ox 0 VIFx 20.1 125.0 st3
fam,kit,dm-C c 2104 67 92 0.134 6.0 Ox 0 VIFx 26.3 125.0 st3
foyer h 1482 75 63 0.257 5.0 Ox 0 VIFx 8.8 70.0
m, bedroom h 2891 147 117 0.150 8.0 Ox 0 VIFx 15.4 120.0 st2
mbath h 776 39 34 0.153 4.0 Ox 0 VIFx 12.6 120.0 st2
utility c 754 10 33 0.234 4.0 Ox 0 VIFx 6.8 80.0
WC c 56 1 2 0.156 4.0 Ox 0 VIFx 10.0 120.0 st2
wic h 994 50 24 0.152 5.0 Ox 0 VIFx 13.3 120.0 st2
Soldfitalic values have been manually overridden
wrighttso ft- 2018 -Apr -04 08:04:02
t .. Right -Suite® Universal 201818.0.11 RSU02374 Page 1
516 E 14th Street%516 E 14th St - The Abaco.rup Calc = W8 Front Door faces: S
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type cfm) cfm) FR fpm) in) in) Material Trunk
stl Peak AVF 285 236 0.124 523 10.0 0 x 0 VinlFlx
st2 Peak AVF 238 177 0.150 538 9.0 0 x 0 VinlFlx
st3 Peak AVF 267 367 0.134 467 12.0 0 x 0 VinlFlx
Soldfitalic values have been manually overridden
wrighttso ft- 2018 -Apr -04 08:04:02
t .. Right -Suite® Universal 201818.0.11 RSU02374 Page 1
516 E 14th Street%516 E 14th St - The Abaco.rup Calc = W8 Front Door faces: S
0 _
Return Branch Detail Table
Name
Grille
Size (in)
Htg
cfm)
Cig
cfm)
TEL
ft)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rb1 Ox 0 875 875 62.3 0.124 292 18.0 18x 24 RtFg
Boldltalic values have been manually overridden
Wrightsoft- 2018 -Apr -04 08 04:02
Alil il
Right -Suite® Universal 2018 18.0 11 RSU02374
Paget
516 E 14th Street%516 E 14th St - The Abaco.rup Calc - MJ8 Front Door laces: S
Level 1
Job #:
Performed for:
516 E 14th St - The Abaco
516 14th St.
Sanford. FL 32771
Energy Air, Inc
5401 Energy Air. Ct
Orlando, FL 32810
Phone: 407-886-3729
www.energyair oorn PKnudsen@energyair corn
Scale: 1/8" = 1'0"
Page 1
Right -Suite® Universal 2018
18.0.11 RSU02374
2018 -Apr -04 08.05:24
et\516 E 14th St - The Abaco rup
RECORD COPY
3939 rOrregal A`/
F la,25725
407-898-2023
Kyle G Roe
i ko
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vVJ
b 91
LX1,J
Vertical Datum-
Benchmark Information -
Florida Department of Transportation Datum Elevation: 30.34'
Florida Department of Transportation
Florida Permanent Reference Network (FPRN) District 5
G.P S - Geodetic NTRIP Network Base I.O. - Sanford
Continuously Operating Reference Station (Cors) Station: SNFD
Elevations are based upon North American Vertical Datum 1988)
Site Benchmark Information -
BM 41i#1
Set Nail 8 Disk (LB 7623) in Edge of Pavement
Elevation: 28.05'
BM *#2
Set Nail b Disk (L8 7623) in Edge of Pavement
Elevation: 28_48'
AExisting Elevations (Typical)
Boundary & Plot Plan Survey
Legal Description: Parcel C
The East 25 feet of Lot 3 and the West 35 feet of Lot 4, Bloc( 2, San
Lanta, according to the Plat thereof, recorded in Plat Book 3,
Page(s) 80, of the Public Records of Seminole County, Florida,
being more particularly described as follows:
Commence at the Southwest comer of Lot 1, Block 2, said San
Lanta, thence run North 90°00'00" East, along the North boundary
line of East 14th Street, 135.00 feet, to the Point of Beginning.
Thence departing said North boundary line, run North 00'00'00"
West, 117.00 feet, to a point on the South boundary line of Celery
Avenue Addition, according to the Plat thereof, recorded in Plat
Book 1, Page(s) 125, of the Public Records of Seminole County,
Florida; thence North 90'00'00" East, along said South boundary,
60.00 feet; thence departing said South boundary, South 00'00'00"
East, 117.00 feet, to a point on the North right of way line of East
14th Street; thence South 90'00'00" West, along said North right of
way, 60.00 feet, to the Point of Beginning.
Containing 7,020.00 Sq. Fl. or 0.161 Acres t.
Flood Description:
By performing a search with the local governing municipally or
www.fema.gov. (he property appears to be located in zone X. This Property
was found in City of Sanford, community number 120294, dated 09/28/2007
CERTIFIED TO: DAVID FERRI
I IN
I Lot 13 I Lot 14
in I Celery Avenue Addition I Celery Avenue Addition
l g Plat Book 1, Page 125Plat Book 1, Page 125
IN E
3 ` , 13.8' Alley (Unimproved)
I Celery Avenue Addition, Plat Book 1, Page 125 Sa %• Reber° set %• Reber S
I
d Boundary tine of Celery Avenue Addition _ — a Cap Ze 7a,N 90 00'00" vypE
6 .00' a Ca
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C Lot 3 Block 2 za R ase 35' of „
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Page 80 I in this Legal S
r Block 2
e Description or,^•.;' IPIOpOsed I
r I ) ICornme Path I Lot 5
00 0o Block2tLots182 •4o.a .::.. .
Block 2 I , c :: o:::::::::. c I Vacant Land
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Ifi
8M N 90°00'00" E 135.00' S 90°00'00" W 60.00' . ::`. orth Rghtofway linea East 14 street
Irl Point of Proposed 5' ;",; '%•
Beginning concrete Driveway
Point of
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zcureaGaau ' 8MCommTlP,ncement - - s : : • : •. , .. (Asphan Road). a Qr OzSWComerrLot1. Block z _ _
4r_—'qf-Planed As: 14th Streeter
Known As:
a
East 14th Street
Ebstelp Grade Elsvatnn \ = Proposed Grade Elevation (60' Right -of -Way) l
Graphic Scab
Revised FFE' 05IOa118 •Plot Plan Date- 04/02/18 S9 • Set Bela•
Z i
a 'sarsiaw
i
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516 EAST 14TH STREET. SANFORD• FLORIDA 32771
Plot Ran Revision. 0/shown hereon *Lot Split Date, 3114/18 as shohereon are from the rt specific 1 • 0
Plot Plan Revision: 04/04118 *Togo Date. 319/18 site plan as provided by the dem
Stale 1•=30'
Field Daft, 318118 1 Date Completed:41VISNolm-
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STATE CERT .LIC EC13003715
ELECTRICAL SERVICES, INC. HOLDER: JOSEPH STRADA
3400 St Johns Pkwy STRAD A NEC 2011/FBC 107
SANFORO,FL
877-906.1113
ELECTRIC • SECURITY
ELECTRICAL LOAD CALCULATIONS
MODEL: ABACO
BUILDER CYPRESS HOMES
SUBDIVISON
VOLTIAMPS
LARGEST LOAD HEAT PUMPS W/SUPPLEMENTAL HEAT 8530
Includes Heat Pump and Heat Strips on together Q100%.
Square feet living areal 17081 3 voltlam s
5040 10000
5124
Small Appliance Circuits 3
6500
6168 8000
4500
Laundry Circuit 1
5200
8160 1000015W
Dishwasher 1
8530
3.5 6168
15W
Water Heater 1
4 6888 5000
4500
Range 1
5000 3250
8000
Oven 10 0
Cooktop
I
N 6 0
Microwave
Dryer
1
1
O G
3
1100
b T 5000
Disposal 1 Z500
Pool C", A
0 0
VT dmiscl0
misc
TOTAL OTHER LOAD 31724
FIRST 10KVA@100% 10,000
REMAINDER (d 40% 8690
LARGESTLOAD 8530
TOTAL LOAD2 2220 V.A./
SIZE
RECOMMENDED
150
SERVICE SIZE:
240VOLTS= 1 113
MITrNIMUMPER ISO
NEC
4032 10000 6500
5040 10000 6500
5280 10000 6500
6168 8000 5200
6888 8000 5200
8160 10000 6500
SETUP
TON OTY KW
1.5 2990 5000 3250 0
2 4032 5000 3250 0
2.5 5040 5000 3250 0
3 1 5280 5000 3250 8530
3.5 6168 5000 3250 0
4 6888 5000 3250 0
51
5 KW SETUP
8160 5000 3250 0
8530
POOL PREWIRES
Qll i9MESJ
X30 X94.0 0
60 40
100,10 W2—'4'"O,
Note: This Load Calc is base on the information provided by the budder. The recommended service size will be installed leaving sufficient usage for future homeowner.
art',
P f CnRD COPY
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek
dt
RE: Abaco - MiTek USA, Inc.
Site Information:
6904 Parke East Blvd.
Customer Info: Cypress Home Builders Project Name: Abaco Model: Abaco
Tampa, FL 33610-4115
Lot/Block: Subdivision:
Address: 516 E 14th Street
City: Sanford State: Florida
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2017ITP12014 Design Program: MiTek 20/20 8.2
Wind Code: ASCE 7-10 Wind Speed: 140 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 16 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
INo. Seal# ITruss Name I Date I No. I Seal# ITruss NameDate13/29/181T13632196lCJ13/29/18 112 IT13632207 IT07
12 I T13632197 I CJ3 13/29/18 113 1 T13632208 I T08 13/29/18 1
13 IT136321981CJ5 13/29/18 114 1T13632209 I T09 13/29/18 1
4 IT13632199 EJ7 3/29/18 115 IT13632210 IT10 3/29/18
5 IT13632200 HJ7 3/29/18 116 IT13632211 IT11 3/29/18
6 IT13632201 T01 3/29/18
17 I T13632202 I T02 13/29/18 I
18 I T13632203 I T03 13/29/18
19 I T13632204 I T04 13/29/18 1
110 I T13632205 I T05 13/29/18 1
111 I T13632206 I T06 13/29/18 I
g tl_/Hc
SANFORD
O
AARTM
This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature 1PrintedcopiesofthisdocumentarenotconsideredsignedandsealedandthesignaturemustbeverOkAnOnrr1691
electronic copies
The truss drawing(s) referenced above have been prepared by MiTek
USA, Inc. under my direct supervision based on the parameters
provided by Builders FirstSource - Plant City.
Truss Design Engineer's Name: Albani, Thomas
My license renewal date for the state of Florida is February 28, 2019.
IMPORTANT NOTE: The seal on these truss component designs is a certification
that the engineer named is licensed in the jurisdiction(s) identified and that the
designs comply with ANSI/'rPI 1. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were
given to MiTek. Any project specific information included is for MiTek's customers
fele 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 ANSVTPI 1, Chapter 2.
ttt,I1111rr111,
Z`O • G
9S •
9
No 3380
o:
STATE OF : 4/
s/0N4" NA"%%
Thomas k Albanl K No.39380
Mlrek USA. Inc. FL cert 6634
6901 Parke Fast Blvd. Tampa FL 33610
Date:
March 29,2018
Albani, Thomas I of 1
Job Truss Truss Type Oty Pry
20.0 Plate Grip DOL 1.25 TC 0.09
TCDL 7.0
713632196LbABACOCilJack -Open 10 1
YES WB 0.00
BCDL 10.0 Code FBC2017/TP12014 Matnx-P
Reference (optional)
Builders FirstSource, Tampa, Plant City, Florida 33566 8 210 s Feb 12 2018 MITek Industries, Inc Thu Mar 29 09 37 54 2018 Page 1
ID: pMdwcac8k4naW OYJOck9rzWSOk-HUv5F6tPgBYB4FsO?6E66hlzlyzNDVwW RN BldzW 6gx
1-" 1-"
1." 1."
20 = ST1.5x8 STP =
LOADING (psf) SPACING- 20 0 CSI.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.09
TCDL 7.0 Lumber DOL 125 BC 0.01
BCLL 0.0 ' Rep Stress Ina YES WB 0.00
BCDL 10.0 Code FBC2017/TP12014 Matnx-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (Ib/size) 3=8/Mechanical, 2-125/041-0.4--g/Mechanical
Max Horz 2=30(LC 8)
Max Uplift 3=8(1-C 1), 2=69(!-C 8)
Max Grav 3=15(LC 8),2=125(LC 1),4=18(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
i 1-0-0
i
1.n.D
i
DEFL. in (loc) Udall Ud PLATES GRIP
Ven(LL) -0.00 2 >999 240 MT20 244/190
Vert(CT) -0.00 2 >999 180
Horz(CT) -0.00 3 n/a n/a
Scale - 18 5
Weight: 5 Ib FT = 20%
BRACING -
TOP CHORD Structural wood sheathing direly applied or 1-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
NOTES- (6)
1) Wind, ASCE 7-10; Vuh=140mph (3 -second gust) Vasd=108mph: TCDL=4 2psf; BCDL=3.Opsf,. h=15ft: Cat. II; Exp C; End.,
GCpi=0.18: MWFRS (envelope) and C -C Exterior(2) zone:C-C for members and forces 8 MWFRS for reactions shown, Lumber
DOL=1.60 plate grip DOL -1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads
3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0.0 wide
will cit 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 Ib uplift at joint(s) 3, 2.
6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code "
This item has been
electronically signed and
sealed by Albani, Thomas, 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.
AThomas Albini PE No.39 0
MTek USA, Inc. FL GR 6834
8904 Parke East Blvd. Tampa FL 33610
Date:
March 29,2018
O WARNING - Verify design perumrers acrd READ NOTES ON TIOS AND INCLUDED WTElr REFERENCE PAGE =4473 rev. 1000=015 BEFORE USE.
Design vend for use only with M1Tekm connectors. This design is based only upon parameters shown. and Is for an Individual building component, not
a truss system. Before use. the bunding designer must t'eiih the appecabddy of design parameters and property incorporate this design into the overall
building design. Bracing indicated Is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent bracing M iTek' is allays required for stability and to prevem collapse with possible personal injury and property damage For general guidance regarding me
fabrication. storage, delivery, erection and bracing of trusses and tons syslems, see ANSVTPII Quality Criteria, DSB-4e and SC31 Building Component 0004 Parke East Bind.
Safety Information available from Truss Plate Institute. 210 N. Lee Street. Suite 312. Alexandria. VA 22314 Tampa, FL 35510
Job Truss Truss Type City Ply
in loc) Vdefl Ud
TCLL 20.0 Plate Grip DOL
713632197
ABACO CJ3 Jack -Open 10 1
240
TCDL 7.0 Lumber DOL 1.25 BC 008 Vert(CT)
Job Reference (optional)
Builders FirstSource, Tampa, Plant City, Florida 33566 8 210 s Feb 12 2018 MITek Industries, Inc. Thu Mar 29 0937.55 2018 Page 1
ID.pMdwcac8k4naVYOYJOck9rz1M3Ok4gSTTSu1bVg2iPRcYplLevg7O9HI6g13157kH3zV4 w
1.0.0 3-0-0
1-0-0 3-0.0
20 =
STP =
LOADING (pal) SPACING- 2-0 0 CSI. DEFL. in loc) Vdefl Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 000 2-4 999 240
TCDL 7.0 Lumber DOL 1.25 BC 008 Vert(CT) 0.01 2-4 999 180
BCLL 0.0 ' Rep Stress Incr YES WB 000 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FSC2017ITPI2014 Matnx-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (Ib/size) 3--52/Mechanical, 2=187/0-8-0,4=26/Mechanical
Max Horz 2=59(LC 12)
Max Uplift 3=42(LC 12), 2=72(LC 8)
Max Grav 3=52(LC 1), 2=187(LC 1), 4=52(LC 3)
FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown.
Scale - 1.10.8
9
N
PLATES GRIP
MT20 244/190
Weight: 11 Ib FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES- (6)
1) Wind. ASCE 7-10; VUR=140mph (3 -second gust) Vesd=108mph; TCDL=4.2psf: BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl.,
GCpi=0.18: MWFRS (envelope) and C -C Extenor(2) -1-0.0 to 2-0.0, Interior(1) 2.00 to 2-11.4 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL -11.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide
will 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 Ib uplift at )olnt(s) 3, 2.
6) 'This manufactured product is designed as an individual building component The suitability and use of this component for any
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
This item has been
electronically signed and
sealed by Albani, Thomas, 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 codes.
Thomas A. Albani PE No.39 0
MITek USA, Inc. FL Carl: 8834
8904 Parks East Blvd. Tamps FL 33810
Date:
March 29,2018
0 WARNING - Verlry daslgn parameters and READ NOTES ON TIOS AND INCLUDED MMK REFERENCE PAGE Wiw7477 m. 10003410/5 BEFORE USE.
Design valid for use only with Wilkie connector$ This design Is based only upon parameters shown. and is for an Individual building component, not
a truss system Before use, the budding designer must verly the appbcabady of design parameters and property Incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW
always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the
fabrication, storage, delivery, !radion and bracing of trusses and truss systems. $ee ANSVTPIt Quality Criteria, DSB29 and SCSI Building Component 0904 Parke East BW
Safety information available from Truss Plate Institute, 210 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, Fl. 38810
Job Truss Truss Type Qty Py
TC 0.42 Vert(LL) -0.03 2.4 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05
713632198lJobRelerenceABACOCJ5Jack -Open 10 1
Matrix -P Weight, 17 Ib FT = 20%
LUMBER- BRACING -
o tional
Builders FirstSouroe, Tampa, Plain City, Florida 33566 8.210s Feb 122018 MITek Industries, Inc Thu Mar 29 09:37:56 2018 Pagel
ID pMdwcac8k4naW0YJOck9rzW80k-DsOrgnvlLpovlQOp6XGaB6NDa225r7)D IslgVzV%gv
1-0-0 5-0-0
20 =
ST1 5xS STP =
Plate Oftsets(X.Yt- 12:0.1-14.0.0-10
Scale = 1:15 It
LOADING (pst) SPACING- 2-0.0 CSI. DEFL. in loc) VdeO Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 125 TC 0.42 Vert(LL) -0.03 2.4 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180
BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2017lrP12014 Matrix -P Weight, 17 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direly applied or 10.0.0 oc bracing.
REACTIONS. (Ib/size) 3-114/Mechanical, 2=253/48-0, 4=46/Mechanical
Max Hoa 2=91(LC 12)
Max Uplift 3=81 (LC 12), 2=75(LC 8)
Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3)
FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown
NOTES- (6)
1) Wind: ASCE 7-10; Vu0=140mph (3 -second gust) Vasd=108mph. TCDL=4 2psf: BCDL-3 Opal: h=150; Cat. 11; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C -C Extedor(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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-40 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 Ib uplift at joint(s) 3, 2.
6)'This manufactured product is designed as an individual building component The suitability and use of this component for any
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
This item has been
electronically signed and
sealed by Albani, Thomas, 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.
Thomas A. Albani PE No.39380
MTek USA, Inc. FL Cart 6631
6904 Parke East Blvd. Tampa FL 33610
Dab:
March 29,2018
O WARNING - Varlry design Parametera and READ NOTES ON 7X13 AND INCLUDED AITTEK REFERENCE PAGE 1161.7472lay. 100M015 BEFORE USE.
Design valid for use only with Mrrekm connectors This design b based only upon parameters shown. and isfor an kidrAdual building component, not
a truss system Before use, the building designer must verity the applicability of design parameters and property Incorporate This design into the overall
building design Bracing Indicated Is to prevent budding of IndiNOual truss web andfor chord members only. Additional temporary and permanent bracing MiTek- b always required for stability and to prevent collapse wdh possible personal Injury and property damage. For general guidance regarding the
fabrication. storage, delivery, erection and bracing of trusses and truss systems. sea ANSVTPIII Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Bind.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314 Tampa, FL 38810
Job Truss Truss Type Oty Ply
12:0.0.14.Edoel
a truss system Before use. the building designer must verity the applicability of design parameters and property incorporate this design Into the overall
LOADING (psf) SPACING- 2-0.0
713632199
ABACO EJ7 Jack -Open 26 t
Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.09 24 >850 240 MT20 244/190
Job Reference (optional)
Builders FirstSource, Tampa, Plant City, Florida 33566 8.210 s Feb 12 2018 MTek Industries, Inc Thu Mar 29 09 37 56 2018 Page 1
ID,pMdwcac8k4naVYOYJOck9rzWOOk-DsOrgnvfLpovKZOp6XGaB6NAeZWfr7?D IslgVzvfty
1-0-0 7-"
1 0 0 7-M
30 =
ST1.5x8STP =
Scale= 1:19 8
NOTES- (6)
1) Wind: ASCE 7-10; VUR-140mph (3 -second gust) Vasd=108mph; TCDL-4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) -1-0.0 to 2.00, Interior(1) 2-0-0 to 6-11-4 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 2-00 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 Ib uplift at joint(s) 2 except (jt=1b)
3=102
6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
This item has been
electronically signed and
sealed by Albani, Thomas, 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.
Thomas A. Albani PE No.393A0
MITsk USA, Inc. FL Cort 6634
6900 Parke East Blvd, Tampa FL 33610
Date:
March 29,2018
AWARwNG - V.W desrgn Parameters end READ NOTES ON TKS AND INCLUDEDWTEK REFERENCE PAGE W04473 rev. 10!0320=5 BEFORE USE
7-M
Design valid for use only woo MFrekm connectors This design Is based only upon parameters shown, and Is for an IndlW UDI building component, not
Plate Offsets (X.Y)- 12:0.0.14.Edoel
a truss system Before use. the building designer must verity the applicability of design parameters and property incorporate this design Into the overall
LOADING (psf) SPACING- 2-0.0
building design. Bracing Indicated is to prevent buckling of Individual truss web andlor chord members only Additional temporary and permanent bracing
CSI. DEFL. in loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.09 24 >850 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.18 24 >431 180
BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a two
BCDL 10.0 Code FSC2017/TPI2014 Matrix -SH Weight: 23 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1000 oc bracing
REACTIONS. (Ib/size) 3=159/Mechanical, 2-324/0-8-0,4=78/Mechanical
Max Horz 2=122(LC 12)
Max Uplift 3=102(LC 12).2=85(!_C 12)
Max Grev 3=159(LC 1), 2=324(LC 1), 4=121(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown
NOTES- (6)
1) Wind: ASCE 7-10; VUR-140mph (3 -second gust) Vasd=108mph; TCDL-4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) -1-0.0 to 2.00, Interior(1) 2-0-0 to 6-11-4 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 2-00 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 Ib uplift at joint(s) 2 except (jt=1b)
3=102
6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
This item has been
electronically signed and
sealed by Albani, Thomas, 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.
Thomas A. Albani PE No.393A0
MITsk USA, Inc. FL Cort 6634
6900 Parke East Blvd, Tampa FL 33610
Date:
March 29,2018
AWARwNG - V.W desrgn Parameters end READ NOTES ON TKS AND INCLUDEDWTEK REFERENCE PAGE W04473 rev. 10!0320=5 BEFORE USE
Design valid for use only woo MFrekm connectors This design Is based only upon parameters shown, and Is for an IndlW UDI building component, not
a truss system Before use. the building designer must verity the applicability of design parameters and property incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web andlor chord members only Additional temporary and permanent bracing WOWMisysrequiredforstabldyandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSVTPII Quality Criteria, 03049 and SCSI Building Component 8904 Pante East Blvd.
Safety Information available from Truss Plate Institute. 218 N. Lee Street, Sun& 312. Alexandria, VA 22314 Tampa. FL 38810
Job Truss Truss Type Oty Py
2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads.
a truss system Before use. the building designer muss verify the applicability of design parameters and properly Incorporate this design brio the overall
LOADING (psQ SPACING- 2-0.0 CSI. DEFL. in
713632200
ABACO HJ7 Diagonal Hip Girder 5 1
MT20 244/190
TCDL 7.0 Lumber DOL 125 BC 0.46 Vert(CT) -0.07 6.7 >999 180
and 87 Ib up at 7-414, and 50 lb down and 87 Ib up at 7-414 on top chord, and 1 Ib down at 1-4-15, 1 Ib down at 1-415, 18 Ib
ole Reference Lionel
twnders 1•Irstsource, Tampa, Plant Gy, Florida 33566 8 210 s Feb 12 2018 MTek Industries, Inc Thu Mar 29 09 37 57 2018 Page 1
ID pMdwcac8k4naVYOYJOck9rzW8Ok-h3aDu7wH66wmxjalgEnpkKwOrys9aV1 MOPcrMyzW6gu
1.5-0 5.2.9 9.10.1
1-5.0
I
5.2.9
I
4-7-8
t
Scale =120 e
2x4 11
2x4 = 2x1 = 5
3x4 =
NOTES- (8)
5.2.9
1) Wind, ASCE 7-10; Vuft-140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat It. Exp C; Encl.,
4r8
Plate Offsets (X.Yl- 12:Edde.0.0.61
2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads.
a truss system Before use. the building designer muss verify the applicability of design parameters and properly Incorporate this design brio the overall
LOADING (psQ SPACING- 2-0.0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.03 6.7 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 125 BC 0.46 Vert(CT) -0.07 6.7 >999 180
and 87 Ib up at 7-414, and 50 lb down and 87 Ib up at 7-414 on top chord, and 1 Ib down at 1-4-15, 1 Ib down at 1-415, 18 Ib
BCLL 00 ' Rep Suess Ina NO WB 0.33 Horz(CT) 0.01 5 n/a Na
sealed by Albani, Thomas, PE
BCDL 10.0 Code FBC2017lrP12014 Matrix -SH
8) manufactured product is designed as an individual building component. The suitability and use of this component for any Printed copies of this
Weight: 41 Ib FT = 20%
LUMBER- BRACING -
LOAD CASE(S) Standard
TOP CHORD 20 SP No.2
1) Dead + Roof Live (balanced): Lumber Increase -1 25, Plate Increase=1.25
TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins.
BOT CHORD 20 SP No.2
Loads (lConcentratedLoads (Ib)
BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing.
WEBS 20 SP No.3
6900 Parke East Blvd. Tampa FL 33610
REACTIONS. (Ib/size) 4=124/Mechanical, 2=445/0.10.15.5=290/Mechanical
March 29,2018
Max Hors 2=131(LC 4)
Max Uplift 4=87(LC 4), 2=145(LC 4). 5=82(LC 8)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=761/214
BOT CHORD 2-7=271/701, 6.7=271/701
WEBS 3-7=0/282.3-6=-745/288
NOTES- (8)
1) Wind, ASCE 7-10; Vuft-140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat It. Exp C; Encl.,
Design valid for use only with MiTekm connectors. This design la based only upon parameters shown, and la for an Individual building component. not
GCpi=0.18: MWFRS (envelope); Lumber DOL -11.60 plate grip DOL=1.60
2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads.
a truss system Before use. the building designer muss verify the applicability of design parameters and properly Incorporate this design brio the overall
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 2.40 wide
will ill between the bottom chord and any other members.
building design Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
4) Refer to girder(s) for truss to truss connections.
Welk'
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4, 5 except (j1=1b)
always required for stability and to prevent oDbpse whir possible personal Injury and property damage. For general guidance regarding the
2=145.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 Ib down and 85 Ib up at
1-4-15, 68 Ib down and 85 Ib up at 1-4-15, 25 lb down and 38 Ib up at 4-2-15, 25 lb down and 381b up at 4-2-15, and 50 Ib doom
This item hasand87Ibupat7-414, and 50 lb down and 87 Ib up at 7-414 on top chord, and 1 Ib down at 1-4-15, 1 Ib down at 1-415, 18 Ib been
down at 42-15, 18 Ib down at 4-2-15, and 38 Ib down at 7-414, and 38 Ib down at 7-414 on bottom chord. The design/selection electronically signed and
of such connection device(s) Is the responsibility of others. sealed by Albani, Thomas, PE
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B)
This using a Digital Signature. 8) manufactured product is designed as an individual building component. The suitability and use of this component for any Printed copies of thisparticularbuildingistheresponsibilityofthebuildingdesignerperANSITPI1asreferencedbythebuildingcode
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 verified
Uniform Loads -
4=- Vert: 2-5=20 on an electronic copies.
Loads (lConcentratedLoads (Ib) Thomas A. Alban! PE No.39380
Vert: 8=44(F=22.8=22) 10=-75(F=-38, 8=38) 13=36(F=1B=18) MITek USA, Inc. FL Coil 66U
6900 Parke East Blvd. Tampa FL 33610
Data:
March 29,2018
OWARNING • VarNy design parameters and READ NOTES ON TM AND INCLUDED aeTEK REFERENCE PAGE 111101111,7472 rev. 1"W015 BEFORE USE.
Design valid for use only with MiTekm connectors. This design la based only upon parameters shown, and la for an Individual building component. not
a truss system Before use. the building designer muss verify the applicability of design parameters and properly Incorporate this design brio the overall
building design Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent oDbpse whir possible personal Injury and property damage. For general guidance regarding the
fabrication, storage. delivery, erection and bracing of trusses and truss system. see ANSIRPN CYality Criteria, DSB-99 and BCSI Building Component 0904 Parte East BIW. Safety Information available from Truss Plate Institute. 218 N Lee Street. Suite 312, Alexandria. VA 22314 Tampa. FL 35510
Job Truss Truss Type Oty Ply
in (loc) Udell Ud PLATES GRIP
TCLL 20.0
i
713632201
ABACO T01 HIP GIRDER 1
240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT)
Job Reference (optional)
Builders FIrsISOUrCe, Tentpa, Plant City, Florida W566 8.21u s FeD 1Z zu16 mi I ex Inausuie3, Inc I nu Mar ztt un 4o ul ZuIU rage l
ID.pMdweec8k4naW0YJOck9rzW8ok-agglqVzoALOCOKumv4sluA4?DaB1 WFoy71 a2VIzVu6gq
3.9.14 7-0-0 1237 175.2 226.14 27-8.9 33-0-0 3B 2-2 !n" 1
3 9 14 3 2.2 5 37 5-1-11 5.1-11 5.1-11 5 3 7 32.2 3.9.14
Scale - 172.7
3x4 =
500 12
5x8
5x8 = 2x4 II 3x8 = 5x8 = 5x8 =
4 22 23 5 24 25 828 27 7 828 29 309 31 32 10
ST1.5x8 STP = 21
33
4x8 = 5x8 =
34 20 79 35 38 18 37 38 39 17 40 41
13x8 =
5xe - 08 =
20 11
42 18 15 43 44 14
700 = 5x8 =
I 7-0.0 1 12.3.7 1 175-2 22A•14 + 27-8-9
7t 537 5-1.11 5.1.11 51.11 537 7-0-0
Plate Offsets (X.Y)- 14:0-3-0.0-2-41,110:0-3-0.0-2-41. 115:0.0.0.0.2-121,116:0-1-12.0-0-01.120:0.2-7.0.0-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP
TCLL 20.0
i
1.25
PP
Vert(LL) 0.49 17-16 971 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.91 17-18
ST1.5x8 STP = 21
33
4x8 = 5x8 =
34 20 79 35 38 18 37 38 39 17 40 41
13x8 =
5xe - 08 =
20 11
42 18 15 43 44 14
700 = 5x8 =
I 7-0.0 1 12.3.7 1 175-2 22A•14 + 27-8-9
7t 537 5-1.11 5.1.11 51.11 537 7-0-0
Plate Offsets (X.Y)- 14:0-3-0.0-2-41,110:0-3-0.0-2-41. 115:0.0.0.0.2-121,116:0-1-12.0-0-01.120:0.2-7.0.0-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.49 17-16 971 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.91 17-18 518 180
BOLL 0.0 ' Rep Stress Ina NO WB 0.54 Horz(CT) 0.14 12 n/a n/a
BCDL 10.0 Code FBC2017rrP12014 Matrix -SH
LUMBER- BRACING.
TOP CHORD 20 SP No 2 TOP CHORD
BOT CHORD 2x6 SP No.2'Except* BOT CHORD
15-20: 2x6 SP M 26
WEBS 20 SP No.3
REACTIONS. (Ib/size) 2=2939/0-8-0, 12=2971/0-8-0
Max Horz 2-46(LC 32)
Max Uplift 2-951 (LC 4), 12=986(LC 5)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-6595/2136, 3-4=6590/2162, 4-5=6178/2047. 5.6=10443/3514, 6.8-10443/3514,
8.9=10527/3555, 9-10=6253/2126, 10-11=6672/2248, 11-12=6673/2219
BOTCHORD 2-21=-1898/5974,19-21=2974/9128. 18-19=-2974/9128, 17-18=-3465/10527,
16.17=3022/9158, 14-16=3022/9158, 12-14=-1984/6045
WEBS 3-21=1401277,4-21-58312086,5-21=3419/1178, 5,49=0/463.5-118-513111547,
6-18=-5281328,8-17-516/314,9-17=51 1/1597,9.16=0/429,9-14=3359/1137,
10-14=563/2068, 11-14=146/285
Weight: 463 Ib FT - 20%
Structural wood sheathing directly applied or 3-24 oc purlins.
Rigid ceiling directly applied or 9-3.8 oc bracing.
NOTES- (10)
1) 2 -ply truss to be connected together with 10d (0 131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0.7-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc
Webs connected as follows: 2x4 - 1 row at 0.9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10: Vuh=140mph (3 -second gust) Vasd-108mph. TCDL=4 2psf: BCDL-3.Opsf: h=15f . Cat. It: Exp C; Encl..
GCpi--0.18: MWFRS (envelope); Lumber DOL=1.60 plate gnp DOL=1 60
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0-0 wide
will rd between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib)
2--951.12--986.
This item has been
electronically signed and
sealed by Albani, Thomas, 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 coies.
Thomas A Albani PE No.39 0
MITak USA, Inc. FL Cert 66U
69M Parks East Blvd. Tampa FL 33610
Dab:
March 29,2018
el nn nanp 2
0 WARNING . VmYy design parameters and READ NOTES ON TOGS AND INCLUDED WTEK REFERENCE PAGE 11467471 m. 18003/2016 BEFORE USE.
Design valid for use only with MlTekm connectors This design is based only upon parameters shown, and is for an individual budding component, not
a truss system Before use, the building designer must verily the applicabddy of design parameters and properly InWrporale this design Into the overall
ovrlding design Bracing Indicated is to prevent buckling of indMdual truss web and/or pard members only Additional temporary and permanent bracing MiTeW
is slways required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fablution, storage, delivery. erection and bracing of trusses and truss systerm. see ANSV1P11 Quality Criteria. 03049 and SCSI Building Component 6904 Parke East Blvd
Safety Information avadabie from Truss Plate Institute. 218 N. L» Street. Suite 312. Alexandria. VA 22314. Tampa. FL 36010
Job Truss Truss Type py ply
ABACO 701 HIP GIRDER 1
Job
713632201
Welk' always rapuired for stability and to prevent Collapse wWn possible personal injury and property damage For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSVTPIt OualhY Crlter4, DSB-99 and SCSI Building Component
Salary Information available from Truss Plate Institute. 210 N. Lee Street. Suite 312. Alexandria. VA 22314.
Reference (optional)
ounoers nrstaource, r ampa, darn City, i-lona 3:AOb 8.210 s Feb 12 2018 MITek Industries. Inc. Thu Mar 29 09:38:012018 Page 2
NOTES. (10)
ID,pMdwcac8k4naVYOYJOck9rzW6Ok-agglyVzoALOCOKumv4sluA4)Da81 WFoy71a2V1z1N6gq
9) Hanger(s) or other connection devioe(s) shall be provided sufficient to support concentrated load(s) 124 Ib down and 107 Ib up at 7.0-0, 105 Ib down and 107 Ib up at
9.0.12, 105 lb doom and 107 Ib up at 11.0.12, 105 Ib down and 107 Ib up at 13-0-12, 105 Ib down and 107 lb up at 15.412, 105 Ib down and 107 Ib up at 17-0.12, 105 lb
down and 107 Ib up at 19-0.12, 105 Ib down and 107 Ib up at 2411-4, 105 Ib down and 107 Ib up at 22-11-4, 105 Ib down and 107 Ib up at 24-11.4, 105 Ib down and 107
Ib up at 26-114, 105 Ib down and 107 Ib up at 28-114, and 105 Ib down and 107 Ib up at 3411-4, and 200 Ib down and 202 Ib up at 33.0.0 on top chord, and 320 Ib
down and 109 lb up at 7-0.0, 81 lb doom at 9-412, 81 Ib down at 11-412, 81 Ib down at 13.412, 81 Ib down at 15.412, 81 Ib down at 17-412, 81 lb down at 19.412,
81 Ib down at 24114, 81 Ib down at 22-11-4, 81 Ib down at 24-11-4, 81 Ib down at 26.11-4, 81 Ib down at 28.114, and 81 Ib down at 3411.4, and 320 Ib down and
109 Ib up at 32-114 on bottom chord. The designtselection of such connection device(s) is the responsibility of others
10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of
the building designer per ANSI TPI 1 as referenced by the building code."
LOAD CASES) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4-54.4-110-54, 1413=-54, 2-12-20
Concentrated Loads (lb)
Ven: 4-105(8) 7--105(8) 10-153(8) 21-320(8) 14-320(8) 22-105(B) 23-105(8) 24=-105(8) 25=-105(8) 26-105(B) 27=105(8) 28=105(8) 29=105(B)
30-105(8) 31=-105(8) 32-105(8) 33-58(B) 34-5B(B) 35=58(8) 36=-58(B) 37=-58(B) 38-58(B) 39=58(B) 40-58(B) 41=-56(B) 42=-58(B) 43-58(B)
44-58(B)
Q WARAIING - VerW dealpn perarrreters acrd READ NOTES ON TMS AND INCLUDED AITTEK REFERENCE PAGE M1167477 nv. IO0Yt015 BEFORE USE
Design va W for use only with Mr7ekm connectors. TMs design b based only upon parameters shown, and Is for an 6WWusl budding component. not
a V11311 System Before use, the building designer must verily the applicability of design parameters and property Incorporate this design Into the evarad
building design Bracing Indicated u to prevent budding of individual buss web andfor chord members only. Additional temporary and permanent bracing Welk' always rapuired for stability and to prevent Collapse wWn possible personal injury and property damage For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSVTPIt OualhY Crlter4, DSB-99 and SCSI Building Component
Salary Information available from Truss Plate Institute. 210 N. Lee Street. Suite 312. Alexandria. VA 22314. 0904 Parke East Brad
Tampa, FL 30010
Job Truss Truss Type Qty Py
3
Udell Ud
TCLL 20.0
8
19
to2
713632202
ABACO T02 Hip 1 1
Lumber DOL 1.25
23
2
0 71 14-15 667
Job Reference (optional)
duouers FlrslSource, Tampa, Plant City, Florida 33566 8.210 s Feb 12 2015 MTek Industries, Inc. Thu Mar 29 09:38:02 2018 Page 1
ID:pMdwcac8k4naVYOYJOck9rcWBOk-20N6xr OxeY32UTyTnN ONd6PzToFfgSMhJcl9zW6gp
5-0 11 9-0.0164.9 23.7.7 31-0-0 34-35 40-0-0 1
5 8 11 3 3 5 7.4.9 7-2.13 7.4.9 335 5 8-11 ff
Scale a 1:72 7
1
ST 1.5x8 STP =
3x8 =
5x8 =
5xe = 3x8 = 2x4 II 5xe =
5.00 12
4 20 5 e 7 21 a
20
SPACING- 2-0.0 CSI.
2x4 O
3
Udell Ud
TCLL 20.0
8
19
to2
TC 097 Vert(LL) 0.36 14-15
22
240
TCDL 7.0 Lumber DOL 1.25
23
2
0 71 14-15 667 160
ti
17
16
15 14
13
12
5x0 = 3x8 MT20HS =
2x4 I I 5x8 = 4x8 = 30 =
LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Udell Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 097 Vert(LL) 0.36 14-15 999 240
TCDL 7.0 Lumber DOL 1.25 BC 095 Vert(CT) 0 71 14-15 667 160
BCLL 0.0 ' Rep Stress Incr YES WB 0.76 Horz(CT) 019 10 n/a We
BCDL 10.0 Code FBC2017/TPI2014 Matrix -SH
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 *Except' TOP CHORD
6-8: 2x4 SP M 31 BOT CHORD
BOT CHORD 2x4 SP No.1 'Except' WEBS
13-16: 2x4 SP No.2
WEBS 2x4 SP No 3
REACTIONS. (Ib/size) 2=152710.8.0, 10=1527/0-8-0
Max Hort 2=58(LC 12)
Max Uplift 2=423(LC 8), 110=423(!-C 9)
FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3-3084/1640.3-4=2888/1425,4-5-2665/1365,5-7-3714/i842, 7-8=3714/1842,
69=2886/1425, 9-10=3085/1541
BOT CHORD 2-17=-1326/2774, 15-17=1624/3712, 14-15=1624/3712, 12-14=1137/2641,
10-12=1328/2776
WEBS 4-17=332/823, 5-17=1266/593, 5.15=0/275, 7-14=4161320, 8-14=604/1292,
8-12=-85/370
11
ST1.5x8 STP =
3x8 =
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 192 Ib FT - 20%
Structural wood sheathing directly applied.
Rigid ceiling directly applied or 2-2-0 oc bracing.
1 Row at midpt 5.17
NOTES- (8)
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=15f1; Cat. 11; Exp C; Encl..
GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) -1.0.0 to 3.0.0, Interior(1) 3-0-0 to 9-0-0, Exterior(2) 9-0-0 to 36.7-14, Interior(1)
367-14 to 41-0.0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) 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 hes been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6.0 tell by 2-" wide
will f4 between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s) except (fi=1b)
2=423,10=423.
8) "This manufactured product Is designed as an individual building component. The suitability and use of this component for any
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
This item has been
electronically signed and
sealed by Albani, Thomas, 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 co les.
Thomas A. Albani PE No.39 0
Wilk USA, Inc. FL Cert 8631
6904 Parke East Blvd. Tampa FL 33610
Date:
March 29,2018
0 WARIONG - Verify design parameters and READ NOTES ON T105 AND INCLUDED AUTEK REFERENCE PAGE MIL7477 rev. 10007/[015 BEFORE USE.
Design valid for use only with MlTeltdP 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 verily the appl cabddy of design parameters and property Incorporate this design Into the overall
buildup design. Bracing indicated is to prevent buckling of indmdual truss web andlor chord members only. Additional temporary and permanent bracing MiTek' la allays required for stability and to prevent collapse wah possible personal injury all property damage. For general guidance regarding the
fabrication, storage. debvery. erection and bracing of trusses and tons systems, see ANSVTPIt Quality Criteria, DSB2e and BCS. Building Component 6904 Parke East Bhd.
Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36810
Job Truss Truss Type oty Py
TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 2-10-2 oc puffins.
BOT CHORD 2x4 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied or 5.1-5 oc bracing.
14-16: 2x4 SP No.1
713632203
ABACO T03 Hip 2 1
sealed by Albani, Thomas, PE
Max Uplift 2=402(LC 8), 10=-402(LC 9)
using a Digital Signature.
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
Printed copies of this
TOP CHORD 2-3=-3175/1539,3-4=2739/i354,4-5=2494/1317,5-7-3092/1549, 7-8=2494/1317,
Job Reference o tonal
0U11uwe ru41J uPW, Pampa, Prem tory, rivrlua JJJOO O [lis s reD iz eulo mi I eK Inausines, Inc I nu Mar z9 u9:3e Vo 2ule
58-0 8-0-0 B-0-0 8-0-0
Scale = 1.72.7
5xe
3x4 =
3xe —
3x4 = 5x8 =
500 F12 4 520 6 721 9
STI 5xe STP = 18 17 le 15 14 13 12 STI 5x8 STP =
3x8 = 20 II 4x6 = 30 = 3x8 = 20 II 3x8
3x8 = 4x8 =
LOADING (psf) SPACING- 2.0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 7.0 Lumber DOL 1.25
BCLL 0.0 Rep Stress Ina YES
BCDL 10.0 Code FBC2017/TPI2014
CSI.
TC 0.59
BC 0.85
WB 0.85
Matrix -SH
DEFL. In (loc) Vdefl Ud
Vert(LL) -0.28 15 >999 240
Vert(CT) -058 15.17 >811 180
Horz(CT) 0.18 10 n1a n/a
PLATES GRIP
MT20 244/190
Weight: 199 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 2-10-2 oc puffins.
BOT CHORD 2x4 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied or 5.1-5 oc bracing.
14-16: 2x4 SP No.1
building design. Bracing indicated is to prevent buckling of Individual truss web endfor mord members only. Addrlbnel temporary and permanent braWg
WEBS 20 SP No.3
This item has been
REACTIONS. (Ib/size) 2=1527/0-84), 10=1527/0-8-0
electronically signed and
Max Horz 2=70(LC 12)
sealed by Albani, Thomas, PE
Max Uplift 2=402(LC 8), 10=-402(LC 9)
using a Digital Signature.
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
Printed copies of this
TOP CHORD 2-3=-3175/1539,3-4=2739/i354,4-5=2494/1317,5-7-3092/1549, 7-8=2494/1317,
document are not considered
6-9=-2739/1354,9-10=3175/1539
signed and sealed and the
BOT CHORD 2 -18=1338/2849.17-18-1338/2849.15-17=131513033,13-15-1317/3033,
signature must be verified
12-13=1341/2849, 10.12=1341/2849
on any electronic copies.
WEBS 3-117=41121304,4-17=27W731, 5-17=790/388,7-13-790/388.8-13=2791731,
Thomas A. Alban! PE No.39 0
9.13=4121304
MiTek USA, Inc. FL Con 6631
NOTES- (7)
1) Unbalanced roof live loads have been considered for this design.
Design valid for use only with MITekm connectors. This design b based only upon parameters shown, end Is for an Individual bustling component. not
2) Wind ASCE 7-10; Vuh=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. ll, Exp C: Encl.,
GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) -1-0-0 to 3.0.0, Interior(1) 344 to 11-0.0. Exterior(2) 11-0.0 to 34-8-6,
a truss system Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall
Interior(1) 34-8-6 to 41.0-0 zone;C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip
DOL=1.60
building design. Bracing indicated is to prevent buckling of Individual truss web endfor mord members only. Addrlbnel temporary and permanent braWg
3) Provide adequate drainage to prevent water ponding
4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. This item has been
5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide electronically signed and
will f4 between the bottom chord and any other members sealed by Albani, Thomas, PE
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) using a Digital Signature. z=a
manufactured7) "Thiss mannufactured product is designed as an individual building component The suitability and use of this component for any Printed copies of this
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Thomas A. Alban! PE No.39 0
MiTek USA, Inc. FL Con 6631
6904 Parke East Blvd. Tampa FL 33610
Daft:
March 29,2018
QWARNINO • Verily deslon peremeters end READ NOTES ON TICS AND INCLUDED AOTEK REFERENCE GAGE W)67473 rev. 100/2013 BEFORE USE.
Design valid for use only with MITekm connectors. This design b based only upon parameters shown, end Is for an Individual bustling component. not
a truss system Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web endfor mord members only. Addrlbnel temporary and permanent braWg WOWbalwaysrequiredforstebibtyandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general gurdance regarding the
fabriabon, storage, delivery, erection and brad%of trusses and cuss 3y3tent7, sell ANSVrPIl Quality Criteria, D3849 and SC31 Building Component 0904 Parke East BM.
safety lnformadon available from Truss Plate Instbute, 21 s N. Lee Street, Sults 312. Alexandria, VA 22314. Tampa, FL 38610
Job Truss Truss Type Oty Py
4-6: 2x4 SP No 2
40-0-0
10.314
I
10-314 941.2
1
941-2
713632204
ABACO T04 Hip 2 1
fabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Dually Criteria, DS849 and SCSI Building Component
LOADING (psf) SPACING- 2-0.0 CSI.
Job Reference (optional)
Builders FestSource, Tempa, Plant City, Florida 33566 8.210 a Feb 12 2018 MITek Industries. Inc Thu Mar 29 09 38.05 2018 Page 1
ID:pMdwcac8k4naVYOYJOck9rzWBOk-Sb3FZs01EZxdvxCX8wxh2OFhCBU3S60Y2fYGeUzW6gm
78 1 13-0-0 20-0-0 27-0-0 32.3.15 40-0-0 1
7$1 5315 7-0-0 7-0-0 5.3.15 7-0.1
Scale - 1:72 7
5x6 = 2x4 II 5x8 =
4 18 5 17 6
STI 5x8 STP = 1e W 1V [u 12 .91 11 N STI 5x8 STP =
3x8 = 3x4 = 3x8 = 34 = 3x8 =3x4 = 3x8 =
i 103.14 20-0-0
20 SP No.1 'Except'
2941-2
4-6: 2x4 SP No 2
40-0-0
10.314
I
10-314 941.2
1
941-2
Plate Offsets (X.Y)- 12:0-0-6.Edgel.14:0.30.0.241.16:0.3.0.0-2-41.18.040-6.Edoel
Is always collapseforstabilityandtopreventcopse with possible personal Injury and property damage For general guidance regarding the
fabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Dually Criteria, DS849 and SCSI Building Component
LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 030 12-14 999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) 0.57 12-14 828 180
BCLL 0.0 ' Rep Stress Ina YES WS 0.37 Horz(CT) 0.15 8 n/a n/a
BCDL 10.0 Code FBC2017/rP12014 Matrix -SH Weight: 188 Ib FT = 20%
LUMBER -
TOP CHORD 20 SP No.1 'Except'
4-6: 2x4 SP No 2
BOT CHORD 20 SP No.1 'Except'
11-13: 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (Ib/size) 2=1527/0-8-0, 8=1527/0.8-0
Max Horz 2=81(1-C 17)
Max Uplift 2=382(LC 8), 8-382(LC 9)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5.5.14 oc bracing.
FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3040/1476, 3-4-280111399.4-5-2685/1401, 5-6=2685/1401, 6-7=2801/1399,
7-8=-3040/1475
BOT CHORD 2-14=1257/2733,12-14-964/2295,10-12=968/2295.8-10-i261/2733
WEBS 314=326/311, 4-14=203/545, 4-12=247/634.5-12=-433f327,6-12-247/634,
6-10=203/545, 7-10=326/311
NOTES- (7)
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=15tt; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C -C Extenor(2) -1-0-0 to 3.0.0. Interior(1) 3-0-0 to 13-0-0, Exterior(2) 13-0-0 to 32-5-3.
Intenor(1) 32-5-3 to 41.0-0 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 fit between the bottom chord and any other members, with BCDL = 10.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b)
2=382.8=382.
7) 'This manufactured product is designed as an individual building component The suitability and use of this component for any
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
This item has been
electronically signed and
sealed by Albani, Thomas, 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 co les.
Thomas A. Albani PE No.39 0
Milk USA, Inc, FL Cert 6634
6904 Padre East Blvd. Tampa FL 33810
Date:
March 29,2018
O WARNING - Verity design parameters and READ NOTES ON TWS AND INCLUDED WTEK REFERENCE PAGE 80167473 rev. 101,072015 BEFORE USE.
Design valid for use only with MlTal O conneciors. This design is based only upon parameters shown, and is for an IndlNdual building component, not
a truss system. Before use. the building designer must verify the appricabllny of design parameters and property Incorporate this design into the overall
building design Bracing indicated U to prevent buckling of Indivitlual truss web and/or chord members only. Additional temporary and permanent bracing M iTek'
Is always collapseforstabilityandtopreventcopse with possible personal Injury and property damage For general guidance regarding the
fabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Dually Criteria, DS849 and SCSI Building Component 8004 Parke East Shcl.
Safety Information available from Truss Plate Institute. 218 N Lee Sheet, Suite 312. Alexandria. VA 22314. Tampa. FL 36810
Job Truss Truss Type City Ply
1.25
Rep Stress Ina YES
Code FBC2017lrP12014
Vert(CT) 059 14-16 >803 180
713632205LitABACOTOSHip21
fabrication, storage. 0e0very. ere0lon and bracing of trusses and truss systems. see ANSVIPH Quality Criteria, D3049 and SCSI Building Component
Weight: 192 Ib FT a 20%
6904 Parke East BM
BRACING -
Reference(optional)
ounuow rnsNHNr4i0, rtlmytr, 110.9 Wty, r1VFWd 00
i
O.Z1 V S F6D 1Z ZV16 MI I eK InOuSIne3, Inc Thu Mer 29 09:38:06 2018
ID pMdwcac8k4naW0YJOck9rzVeOk-wnddnClw?t3UW5nkldSwbOnpdarCBZPhHJHDA,
7.2-2 5.0.0 5-0-0
5.00 r Sxe =
2x4 II
5 196 20
US =
7
7.9.14
Scale = 1:74.1
ST 5xe STP = 14 "' -
1. 1.
ST1.5xe STP =
3x9 = 30 =axe =
3x8 = 3x9 =30 =
34 =
LOADING (psf)
TCLL 20.0
TCDL 70
BCLL 0.0
BCDL 10.0
LUMBER -
TOP CHORD 20 SP No.2
BOT CHORD 2x4 SP No.t
WEBS 2x4 SP No 3
SPACING- 2-0.0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Ina YES
Code FBC2017lrP12014
REACTIONS. (Ib/sae) 2=1527/0-8-0, 10=1527/0-8-0
Max Horz 2-93(LC 16)
Max Uplift 2=375(LC 12), 10=375(LC 13)
CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TC 0.96 Vert(LL) 0.33 14-16 >999 240 MT20 244/190
BC 0.85 Vert(CT) 059 14-16 >803 180
building design Bracing Indicated Is to preverd buckling of Individual truss web andlor chord members only Additional temporary and permanent bracing
WB 0.32 Horz(CT) 0.14 10 1118 n/a
always required for staMbly and to prevent collapse with possible personal lniury and property damage. For general guidance regarding the
Matrix -SH
fabrication, storage. 0e0very. ere0lon and bracing of trusses and truss systems. see ANSVIPH Quality Criteria, D3049 and SCSI Building Component
Weight: 192 Ib FT a 20%
6904 Parke East BM
BRACING -
Tampa, FL 38810
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 5-6.5 oc bracing.
FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3052/1470, 3.5-2806/1400.5-6-2304/1238,6.7=2304/1238, 7-9=2806/1400,
9-10=3052/1470
BOT CHORD 2-16-125&2747,14-16-876/2125,12-14=878/2125. 10.12=1259/2747
WEBS 3-16-386/350,5-16-272/652,5.14-1351455.6-14=287/211. 7-14=135/455,
7-12=272/652, 9.12=386/350
NOTES- (7)
1) Unbalanced roof live loads have been considered for this design.
2) Wind. ASCE 7-10; Vuh-140mph (3 -second gust) Vesd-108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15111; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C -C Extenor(2) -1-0-0 to 3.0-0. Interior(1) 3-0-0 to 15-0-0. Exterior(2) 15.0.0 to 30.7-14,
Intenor(1) 30.7-14 to 41.0.0 zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide
will rd between the bottom chord and any other members, with BCDL = tO.Opsf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 011=1b)
2=375,10=375
7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any
particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
This item has been
electronically signed and
sealed by Albani, Thomas, 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.
Thomas A. Albani PE No.39380
hliTsk USA, Inc. FL Cart 6634
6904 Perks East Blvd. Tampa FL 33610
Data:
March 29,2018
WARNING - Verify design perameMs and READ NOTES ON 7105 AND INCLUDED ae7EK REFERENCE PAGE MI -7473 rev. 1tY0Y10/6 BEFORE USE.
Design valid for use only with Woke, connectors This design U based only upon parameters shown, and U for an Individual building component, not
a truss system. Before use, the building designer must verily the opplkabllay of design parameters and properly incorporate this design into the overall
building design Bracing Indicated Is to preverd buckling of Individual truss web andlor chord members only Additional temporary and permanent bracing WOWalwaysrequiredforstaMblyandtopreventcollapsewithpossiblepersonallniuryandpropertydamage. For general guidance regarding the
fabrication, storage. 0e0very. ere0lon and bracing of trusses and truss systems. see ANSVIPH Quality Criteria, D3049 and SCSI Building Component 6904 Parke East BMSafetyInformationavailablefromTrussPlateInstitute. 218 N. Lee Street, Sults 312. Alexandria. VA 22314. Tampa, FL 38810
Job Truss Truss Type Qty Ply
in (loc) Vdefl Ud
TCLL 20.0 Plate Grip DOL 1 25
713632206
ABACO T06 Hip 2 1
Lumber DOL 125 BC 0.97 Vert(CT) 0.47 13.15 997
Job Reference locitionall
Builders FirstSource, Tempe, Plant City, Florida 33566 8 210 s Feb 12 2018 MiTek Industries, Inc Thu Mar 29 0938:07 2018 Page 1
ID'pMdweac8k4naVYOYJQck9rzW8Ok-P_B7 Y2YmBBL8FLwFKz97RK40 9bwyvft1NiNzW6gk
0 8.1.3 11$10 17 0 0 23-" 28-56 3310.13 40-0-0 41-0
6 1 3 SS 6 5 5 6 6-" 558 SSb 6.13
Scale = 174.1
i
5.00 12 5xe =
Site =
620 7 21
ST1.5x8 STP =
IV 17
16
Z4
15
14 11
ST1.5x8 STP =
34 = 3x4 = 08 = 3x8 = 3x4 = 4x6 = 3x4 = 34 =
LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Vdefl Ud
TCLL 20.0 Plate Grip DOL 1 25 TC 0.57 Vert(LL) 022 15 999 240
TCDL 7.0 Lumber DOL 125 BC 0.97 Vert(CT) 0.47 13.15 997 180
BOLL 0.0 ' Rep Stress Ina YES WB 0.63 Horz(CT) 0 16 11 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -SH
LUMBER -
TOP CHORD 20 SP No.2
BOT CHORD 20 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (Ib/size) 2=1527/0-6-0, 11=1527/0-8-0
Max Horz 2-104(LC 17)
Max Uplift 2-389(LC 12), 11=389(LC 13)
PLATES GRIP
MT20 244/190
Weight. 208 Ib FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc puffins.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 1 Row at micipt 7-16
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=3104/1428, 3-5=2888/1365, 5-6=21195/111146.6-7=19811/1111118, 7-8=2194/1146,
8-10=2889/1365, 10.11=3104/1428
BOT CHORD 2-18=-1223/2795, 16 -18z -1037/24i7,15-16=-763/1980, 13-15=-1041/2417,
11-13=1228/2795
WEBS 318=-255/208, 5.18-99/459, 5.16=596/374, 6.16=206/524, 7-15=204/529,
B -15=-596r374,8-13-99/459,10-13-255/208
NOTES- (7)
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; Cat. 11; Exp C; Encl..
GCpi=0.18, MWFRS (envelope) and C -C Exterior(2) -1-0-0 to 3-0-0. Interior(1) 3-0.0 to 17.0.0, Exterior(2) 17-0-0 to 28-5-6.
Interior(1) 28-5.6 to 41.0.0 zone;C-C for members and forces 8 MWFRS for reactions shown, Lumber DOL -1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water ponding
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0-0 wide
will rd between the bottom chord and any other members, with BCDL = 10.Opsf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 01=1b)
2=389.11=389
7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
This item has been
electronically signed and
sealed by Albani, Thomas, 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 co les.
Thomas A. Albani PE No.39 0
MiTek USA, Inc. FL Carl 96U
9904 Parke East Blvd. Tamps FL 33910
Date:
March 29,2018
0 WARNING - Verily design parameters and READ NOTES ON T10S AND INCLUDED AVEK REFERENCE PAGE 1100-7473 rev. 10003/20/6 BEFORE USE.
Design veabd for use only with Mrrekm Connectors This design b based only upon parameters shown. and Is for an indMdual budding Component. not
a truss system Before use, the buildup designer must verify the applicability of design parameters and properly incorporate this design Into the overall
buildip design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and pentamard bracing MiTek- b always required for stabibty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrlrabon, storage. delivery, erection and bracing of trusses and thus systems, see ANSVrPII Quality Criarla, 038J9 and SCSI Building Component 6904 Pa rite East Bhd.
Safety Information evadable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 36810
Job Truss ypeOty
TCLL 20.0
PlyABACO
1.25
TCDL 7.0 Lumber DOL
rH.p
BCLL 0.0 ' Rep Stress Ina
713632207
BCDL 10.0
T07 2 1
TOP CHORD 20 SP No.2
fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSVTPII Quality Criteria, DS849 and BCSI Building Component
Weight: 203 Ib FT = 20%
BOT CHORD 2x4 SP No.1 Except'
Job Reference (optional)
dutl0ers FustSource, Tempa, Plant City. Florida 33566 8 210 s Feb 12 2018 MTek Industries, Inc. Thu Mar 29 09:38.08 2018 Page 1
ID pMtlwcac8k4naVYOYJOck9mW8Ok-tAINBu2BXUJCmPw6p2UOgetClOXBUF_kdmwFpzW6gi
610 7 2-10110 190-0 21-M 27-1-6 33-1.9 40-0.0 419610.7 60.2 611$ 2-0-0 61-0 8-0 2 610.7
Site = _
5.00 12 Site -
21
Stale = 1.74 1
Li
3x8 = 3x4 = 3x8 =
30 = 30 =
34 = 3x4 =
3x8 =
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 7.0 Lumber DOL 1.25
BCLL 0.0 ' Rep Stress Ina YES
BCDL 10.0 Code FBC2017/TPI2014
LUMBER -
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
Matrix -SH
TOP CHORD 20 SP No.2
fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSVTPII Quality Criteria, DS849 and BCSI Building Component
Weight: 203 Ib FT = 20%
BOT CHORD 2x4 SP No.1 Except'
14-17: 2x4 SP No.2
TOP CHORD
WEBS 2x4 SP No.3
BOT CHORD
CSI. DEFL. in loc) Vdefl Ud PLATES GRIP
TC 0.72 Vert(LL) -0.3413.15 999 240 MT20 244/190
BC 0.85 Vert(CT) -0 63 13-15 >752 180
bulling design Bracing Indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing
WB 0.30 Horz(CT) 0.15 11 n/a n/a
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
Matrix -SH
fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSVTPII Quality Criteria, DS849 and BCSI Building Component
Weight: 203 Ib FT = 20%
0904 Parke East BM.
BRACING -
Tampa. FL 36810
TOP CHORD Structural wood sheathing directly applied or 2-3-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5.9-5 oc bracing.
WEBS 1 Row at midpt 5-16.8-15
REACTIONS. (Ib/size) 2=1527/0.8-0, 11=1527/0.8-0
Max Horz 2=116(LC 12)
Max Uplift 2=403(LC 12), 11=403(LC 13)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3-3073/1353.3-5-282811283, 5-6-20211/1034,6-7=18110/11000, 7-8=2021/1034,
610=2828/1283, 10-11=3073/1353
BOT CHORD 2-18-1160/2766,16-18=929/2319.15-16-607/1810,13-15--932/2319,
11-13=1153/2766
WEBS 3-18-297/242.5-18-118/531, 5-16-7221433.6-16--249/550,7-15-249j550.
8-15=722/433, 8-13=118/531, 10.13=297/242
NOTES- (7)
1) Unbalanced roof live loads have been considered for this design.
2) Wind. ASCE 7-10, Vuft=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3 Opsf; h=15111; Cat. If: Exp C; Encl.
GCpi=0.18; MWFRS (envelope) and C -C Extenor(2) -1-D-0 to 3.0.0, Interior(1) 3.0-0 to 19.0-0, Exterior(2) 19-0.0 to 21-0-0,
Interior(1) 267-14 to 41-0.0 zone;C-C for members and forces It MWFRS for reactions shown: Lumber DOL=1.60 plate grip
DOL=1 60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0.0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b)
2=403,11=403.
7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
This item has been
electronically signed and
sealed by Albani, Thomas, 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.
Thomas A. Albani PE No.3930
MT9k USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tempa FL 33610
Dds:
March 29,2018
OWARNING • VeAly daslgn par n t. and READ NOTES ON 7105 AND INCLUDED MTEK REFERENCE PAGE A171 -74T3 rev. 1&0&2015 BEFORE USE.
Design valid for use only with MITelrm connectors. This design b based only upon parameters Shown, and Is for an brdh4dual building component, not
a truss system. Belora use, the building designer must verity the applicabit4y of design parameters and property incorporate this design Into the overall
bulling design Bracing Indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSVTPII Quality Criteria, DS849 and BCSI Building Component 0904 Parke East BM.
So" Information available from Truss Plate Institute. 215 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa. FL 36810
Job Truss Truss Type pry Py
Plate Grip DOL 1.25
TCDL 7.0 Lumber DOL 1.25
713632208
ABACO TOB Common 7 1
Code FBC2017TTPl2014
n/a n/a
Matrix -SH
Tampa. FL 36810
Job Reference (optional)
Builders FirstSource, Tampa, Plant City, Florida 33566
7$1
5.00 12
Sire =
8.210 s Feb 12 2018 MTek Industries, Inc Thu Mar 29 09.38 10 2018 Page 1
aVYOYJOck9rzW80k-pZs8ca4R26Zw7t4VxTWsgyVMCAp719HCxF l JhzV%gh
Stale = 1:71.4
34 = 30 = 3x6 =
3x8 =
3x8 = 30 = 3x8 =
LOADING (psf) SPACING- 2-40
TCLL 20.0 Plate Grip DOL 1.25
TCDL 7.0 Lumber DOL 1.25
BCLL 0.0 ' Rep Stress Incr YES
BCDL 10.0 Code FBC2017TTPl2014
LUMBER -
DEFL.
TOP CHORD 2x4 SP No 2
BOT CHORD 2x4 SP No 1 'Except'
Vert(LL)
13.15: 20 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (Ib/size) 2=1527/041-0.10-1527/0-8-0
Max Holz 2=122(LC 17)
Max Uplift 2=-409(LC 12), 10=409(LC 13)
CSI. DEFL. in (loc) Vdefl Ud
TC 0.91 Vert(LL) 033 14-16 999 240
BC 100 Vert(CT) 0.60 14-16 787 180
WB 0.66 Horz(CT) 0.15 10 n/a n/a
Matrix -SH
Tampa. FL 36810
PLATES GRIP
MT20 244/190
Weight: 195 Ib FT - 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 1 Row at midpt 7-14,5-14
FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3059/1278, 35=2800/1218, 5.6-1941/950, 6.7=1941/950, 7-9=2800/1218,
9-10-3059/1278
BOT CHORD 2-16=1052/2737, 14-16=786/2209, 12-14=80112209, 1412=-1065/2737
WEBS 6.14=-492/1165, 7-14=695/403, 7-12=181/584, 9.12=346/271, 5-14=695/403,
5-16=-181/584,3-16=346/270
NOTES- (6)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; VUR=140mph (3 -second gust) Vesd=108mph. TCDL=4 2psf; BCDL=3.Opsf; h=15ft; Cel. II; Exp C; End.,
GCp1=0.18; MWFRS (envelope) and C -C Exterior(2) -1-0-0 to 3-40, Inlerior(1) 3.40 to 2440, Exterior(2) 2440 to 24-40 zone;C-C
for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-60 tall by 2-0-0 wide
will fill between the bottom chord and any other members, with BCDL = 10.Opsf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s) except (it=1b)
2=409,10=409.
6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code "
Ii
This item has been
electronically signed and
sealed by Albani, Thomas, 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 codes.
Thomas A. Albani PE No.39 0
MITak USA, Inc. FL Carl 6634
6904 Parke East Blvd. Tampa FL 33610
Dau:
March 29,2018
0 WARNING- Verify design paramefors and READ NOTES ON 7105 AND INCLUDED AOTEK REFERENCE PAGE All 7473 rev. 10031015 BEFORE USE.
Design valid for use only with WNW connectors. TMs design Is based only upon parameters shown, and is for an individual buitding component, not wttrusssystemBeforeuse, 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 ondfor chord members only. Additional temporary and permanent bracing MiT®k- rs 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 cusystems. seeandtrusssystes. see ANSVTPIIIQualityCriteria, DS849 and BCS, Building Component 8904 Parke East MO.
Safely Information evadable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314 Tampa. FL 36810
Job Truss Truss Type Oly Ply
in (loco) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL
713632209
ABACO T09 Hip 1 1
MT20 244/190
TCDL 70 Lumber DOL 1.25 BC 0.66 Vert(CT)
Job Reference (optional)
ounumli nrerovurw, Tampa, nenr %,ray, rwnoa a.t000
1 3.3.5 5514
5.00 12
5xe =
4
C.Ytu s peo 1Y zvlo mi I ex InauStrles, Inc. 1 nu Mar 29 09:38:11 Tula Pagel
ID:pMdwcac8k4naVYOYJOck9rzW8ok•HIOWgwS3pPhndsfhUA2SIHVnRbbJsh8ORb7ar8zVftg
2552 31.0.0 34 3 5 40-0-0 1
5.5.2 552 5-6-14 3.3.5 58.11
Scale = 1:72.7
2x4 11
3x8 = 3x8 = 3x8 = 5xe =
5 e 7 a 9
2
1{
ST1.SxeSTP= 19 17 18 15 13 STI 5x8STP
3XB = 3x8 =
18 ST1.SxB STP = ST1.5x8 STP = 2x4 11
3XB _ 3x8 = 34 =
3x8 = 20 II axe =
9.0•d 53.0 0. 4 59i2 0. 'o 5•S2 5814 9-"
Plate Offsets(X.Y)- 14.0-3.0.0.2-41.19:0.3-0.0-241
a
LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loco) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.15 11-13 999 240 MT20 244/190
TCDL 70 Lumber DOL 1.25 BC 0.66 Vert(CT) 0 31 11-13 769 180
BCLL 0.0 ' Rep Stress Incr YES WB 093 Horz(CT) 0.02 11 n/a n/a
6904 Parka East Blvd. Tampa FL 33610
BCDL 10.0 Code FBC2017/TPI2014 Matrix -SH
March 29,2018
Weight 200 lb FT = 20%
LUMBER- BRACING.
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-10 oc purlins.
BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing
WEBS 2x4 SP No.3
REACTIONS. All bearings 0-".
lb) - Max Horz 2=58(LC 13)
Max Uplift All uplift 100 Ib or less at joints) except 2=154(LC 12), 17=163(LC 9). 16=373(LC 8), 11=192(LC
13)
Max Grev All reactions 250 Ib or less at joints) except 2=504(LC 23), 17=702(LC 23), 16=1260(LC 24), 11=682(LC
24)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-608/371, 3-4=-342/222, 4-5=271/233, 5-6212/616, 6.8=212/616.8.9=687/423,
9.10=785/424, 10.11=1040/569
BOT CHORD 2-19=262/521, 17-19=363/275, 16-17363/275, 15-16=43/345, 13.15=431345,
11-13=444/915
WEBS 3-19=-297/294, 5 -19=352f740.5 -17=-6161334.5-16-372/218,6-16-281/19S,
8-16=1134/562, 8-13=214/431, 10-13=278/285
NOTES- (7)
1) Unbalanced roof live loads have been considered for this design.
Design valid for use only with MiTe4ap Connectors This design Is based only upon parameters shown. and U for an Individual building component, not
2) Wind: ASCE 7-10; Vuh=140mph (3 -second gust) Vesd=108mph; TCDL=4.2psf,, BCDL-3.Opsf; h=15ft; Cat. II; Exp C; Encl..
GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) -1-0.0 to 3-0-0, Interior(1) 3-0.0 to 9-0-0. Exterior(2) 9.0-0 to 367-14, Interior(1)
a truss system. Before use. the bulging designer must verify the applicability of design parameters and property Incorporate this design Into the overall
367-14 to 41-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL -1 60
This item has been3) Provide adequate drainage to prevent water ponding.
building design. Bracing Inducted U to prevent buckling of individual cuss web and/or Chord members only. Additional temporary and pemunenl bracing
4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and
5) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide sealed by Albani, Thomas, PE
will fit between the bottom chord and any other members using a Digital Signature. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 154 Ib uplift at joint 2, 163 Ib uplift at printed copies of thisPjoint17, 373 Ib uplift at joint 16 and 192 Ib uplift at joint 11
7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any document are not considered
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.- signed and sealed and the
signature must be verified
on any electronic copies.
Thomas A. Albani PE No.39380
MiTsk USA, Inc. FL Cart 6634
6904 Parka East Blvd. Tampa FL 33610
Dau:
March 29,2018
OWARMNG • Verify dealgn persrrlefers arid READ NOTES ON TMS AND INCLUDED INTEK REFERENCE PAGE WX7473 rev. 100307015 BEFORE USE.
Design valid for use only with MiTe4ap Connectors This design Is based only upon parameters shown. and U for an Individual building component, not
a truss system. Before use. the bulging designer must verify the applicability of design parameters and property Incorporate this design Into the overall
building design. Bracing Inducted U to prevent buckling of individual cuss web and/or Chord members only. Additional temporary and pemunenl bracing WOWalwaysre0uiredforscabbyandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the
fabrication. storage, delivery, erection and bracing of trusses and buss systems. see ANSVTPH Ovally Criteria, 038-99 and BCS. Building Component 6904 Parke East Bhd
Safely Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 30510
Job Truss Truss Type Oty Ply
SPACING- 2-0-0
Plate Grip DOL 125
Lumber DOL 1 25
Rep Stress Incr NO
Code FBC2017/TPI2014
CSI.
TC 099
BC 098
WB 088
Matrix -SH
DEFL. in (loc) Udell Ud
Vert(LL) -0.12 14-16 >999 240
Vert(CT) -0.27 14-16 >893 180
Hoa(CT) 0.03 12 n/a n/a
PLATES GRIP
MT20 244/190
Weight 197 Ib FT = 20%
a truss system Before use. the building designer must verity the appllabl dy of design parameters and properly incorporate this design Into the overall
713632210
ABACO T10 Hip Girder 1 1
fabrlatton, storage. debvery, erection and bracing of trusses and Voss systems, see ANSVrPIt Quality Criteria, D5849 and SCSI Building Component 6904 Parke East BM
Safety Information available from Thus Plate Institute, 218 N. Lee street. Suite 312. Alexandria, VA 22314.
Job Reference (optional)
Builders FirslSource, Tampa, Plant City, Florida 33566 8 210 s Feb 12 2018 MiTek Industries, Inc. Thu Mar 29 0938 12 2018 Page 1
ID pMdwcac8k4naW0YJOck9rzWBOk•lxu1G5hajpeEOEt2uZKgUIpb)satl9FafFk8OazW6gf
3.9.14 7-0-0 10.7.8 14.3-0 19 11-0 28 4-10 330-0 3&2-2 40 0-0 1
39.14 32-2 37 8 37 8 58 0 &S70 &7.6 32-2 39-14
5x12 =
500 12
5x8
3x4 =
2.4 It 3x8 = 2x4 11 5x8 =
4 5 6 21 22 7 8 23 24 25 9 26 27 28 10
Stale = 1:72.7
3
Ide
3x6 =
19 29 30 31 32 33 34 - 15— 36 37
3,5 = 3x9 = ST1.5xB STP = ST1.5x$ STP = 5x12 = 3x4 =
axe = 34 = 3x8 II 34
7-0.O 14-3-0 1411-0 2&4.10 33-0.0 40-0-0 I11 + + +
7-0-0 7-3-0 SB -0 8-510 &7.6 7411-0
Plate Offsets (X.Y)- 14:0.3-0.0-241.1100.572.0-2-81
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 125
Lumber DOL 1 25
Rep Stress Incr NO
Code FBC2017/TPI2014
CSI.
TC 099
BC 098
WB 088
Matrix -SH
DEFL. in (loc) Udell Ud
Vert(LL) -0.12 14-16 >999 240
Vert(CT) -0.27 14-16 >893 180
Hoa(CT) 0.03 12 n/a n/a
PLATES GRIP
MT20 244/190
Weight 197 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-3.4 oc bracing.
WEBS 2x4 SP No.3 *Except*
6-16,10-16. 20 SP No.2
REACTIONS. All bearings 041-0.
lb) - Max Horz 2=46(LC 12)
Max Uplift All uplift 100 Ib or less at joint(s) except 2-175(LC 27), 18=285(1_C 5), 17=816(LC 4), 12=416(LC
9)
Max Grav All reactions 250 Ib or less at joints) except 2=418(LC 19), 18=929(LC 19), 17=2471(LC 20),
12=1226(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown
TOP CHORD 2-3-5551277,3-4=-3971210,4-5-3351209,5-6-169f734, 6.8=-189!734,
8.9-1686/632, 9.10=1686/632, 10-11-2298f796,11-12-2392/821
BOT CHORD 2-20=-249/531, 17-18=1089/388,16-17-1089/388,14-16=-669/2137.12-14=-694/2126
WEBS 520=-131/494, 578=751/227, 6-18=424/257, 8-18-180/467, 8-17-2151/891,
8-16=-1019/3033,9-16=745/460,10-16-503/178,10-14=-46/659
NOTES- (9)
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; 8CDL=3.0psf; h=15ft, Cat. 11; Exp C; Encl..
GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide
will fn between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 175 Ib uplift at joint 2, 285 Ib uplift at
joint 18, 816 Ib uplift at joint 17 and 416 Ib uplift at joint 12.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 105 Ib down and 107 Ib up at
14-11-4, 105 Ib down and 107 Ib up at 16-11-4, 105 Ib down and 107 Ib up at 1&11-4, 105 Ib down and 107 Ib up at 20-11-4, 105
Ib down and 107 Ib up at 22-11-4, 105 Ib down and 107 Ib up at 24-11-4, 105 Ib down and 107 Ib up at 26-11.4, 105 Ib down and
107 lb up at 28-11-4, and 105 Ib down and 107 Ib up at 30-11-4, and 200 Ib down and 202 Ib up at 33.0.0 on top chord, and 81 Ib
down at 14-11-4, 61 Ib down at 16.114, 81 Ib down at 18.114, 81 Ib down at 20.114, 81 Ib down at 22-11-4, 81 Ib down at
24-114, 61 Ib down at 26-11-4,81 Ib down at 28-114, and 81 Ib down at 30.114, and 320 Ib down and 109 Ib up at 32-11-4 on
bottom chord. The design/selection of such connection device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
This item has been
electronically signed and
sealed by Albani, Thomas, 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.
Thomas A. Albani PE No.39 D
MITsk USA, Inc. FL Cort 66U
69M Parke East Blvd. Tampa FL 33610
Do*
March 29,2018
A wARwmG • verity design Parameters and READ NOTES ON TNS AND INCLUDED M/TEK REFERENCE PAGE IIB 7473 rev. 1011=015 BEFORE USE.
Design valid for use only with MiTekm Connectors This design is based only upon parameters shown, and is for an Inemdual building component. not
a truss system Before use. the building designer must verity the appllabl dy of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated u to prevent buckfkp of Individual truss web andfor chord members only. Addition&$ temporary and pemunent bracing O WWOWIsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the
fabrlatton, storage. debvery, erection and bracing of trusses and Voss systems, see ANSVrPIt Quality Criteria, D5849 and SCSI Building Component 6904 Parke East BM
Safety Information available from Thus Plate Institute, 218 N. Lee street. Suite 312. Alexandria, VA 22314. Tampa, FL 38610
Job Truss Truss Type Oty Ply
a truss system. Before use, the building designer must verily the applicabddy of design parameters and property rhoWporate this design into the overall
713632210
ABACO T10 Hip Girder 1 1
fabriation, storage, delivery, erection and bracing of trusses and VW3 systems. $ee ANSI/TPIII Quality Criteria, DS649 and SCSI Building Component 8904 Parke East BM.
Safety Information available from Truss Plate Institute, 218 N Lee Streal, Suite 712, Alexandria, VA 22314
Job Reference (optional)
usrovurw, raps' riarn wry, rrrorfoa ss000 8.Z70 s Feb 12 2018 MI -Tek Industries, Inc. Thu Mar 29 09 38:13 2018 Page 2
ID.pMdwcac8k4neVYOYJOckgrzW80k-DBYGFb8JL1xVsAp4cb4ZNia LPCpKeVluvUhwOzV*ge
LOAD CASE(S) Standard
1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase -1.25
Uniform Loads (pli)
Vert: 1-4=54.4-10=-54,10-13=54.2-12-20
Concentrated Loads (Ib)
Vert: 7=-105(F) 10=153(F) 14=-320(F) 21=105(F) 22=105(F) 23=105(F) 24=105(F) 25=105(F) 26--105(F) 27=105(F) 28=105(F) 29=58(F) 30=58(F)
31=-58(F) 32=-58(F) 33=58(1`) 34=58(F) 35=-56(F) 36=58(F) 37=-58(F)
O WARNING - Verify design peramalna and READ NOTES ON TNS AND INCLUDED MITEK REFERENCE PAGE 81147473 rev. 18003/2018 BEFORE USE.
Design valid for use only whin Milrek® connectors. TOB design b shown. based only upon parameters and Is for an IndMduel building component, not
a truss system. Before use, the building designer must verily the applicabddy of design parameters and property rhoWporate this design into the overall
building design. Bredng Indicated Is to prevent buckling of individual truss web and/or cam members only. Adddionsl temporary and permanent brachrif WOWallaysrequiredforstabilityandtopreventcollapseanpossiblepersonalinjuryandpropertydamage. For general guidance regarding the
fabriation, storage, delivery, erection and bracing of trusses and VW3 systems. $ee ANSI/TPIII Quality Criteria, DS649 and SCSI Building Component 8904 Parke East BM.
Safety Information available from Truss Plate Institute, 218 N Lee Streal, Suite 712, Alexandria, VA 22314 Tampa, FL 38610
Job Truss Truss Type City Py
in
TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL)
713632211
ABACO Tit Hip Girder 1 1
0.18
BCLL 0.0 ' Rep Stress Ina NO WB 0.35 Horz(CT)
Job Reference (optional)
Builders FirstSource, Tampa, Plant City, Florida 33566 8.210 s Feb 12 2018 MITek Industries, Inc. Thu Mar 29 09:38:14 2018 Page 1
ID: pMdwcec8k4naW0YJOck9rz W8Ok-hK6fSx7x6K3MUKOGAJbowv7CLpcV3Bys7YDE STz V*gd
7.7-0
1-0-03.9-14 7.0.0 10.9.2 14.7.0
1.0.0 3.9.14 3.2-2 3.2.2 3.9-14
0'3-8 Scale = 1:26.1
4x8 =
ST1.5xS STP = 3xe 11 STI 5x8 STP =
30 =
LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in
TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 009
TCDL 7.0 Lumber DOL 1.25 BC 076 Vert(CT) 0.18
BCLL 0.0 ' Rep Stress Ina NO WB 0.35 Horz(CT) 0.04
BCDL 10.0 Code FBC2017/TPI2014 Matrix -SH
LUMBER- BRACING -
TOP CHORD 2x4 SP No.1 TOP CHORD
BOT CHORD 2x4 SP No.2 BOT CHORD
WEBS 2x4 SP No.3
REACTIONS. (Ib/size) 4=96110.8.0, 2=1039/0-8.0
Max Horz 2=54(LC 8)
Max Uplift 4=315(LC 9). 2=348(1-C 8)
FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3-19151636.3-4-1914/637
BOT CHORD 2-5=-536/1684, 4-5=536/1684
WEBS 3-5=-132/926
30 =
toe) VdeO Lid
I
PLATES GRIP
4-5 >999 240 MT20 244/190
4-5 >943 180
4 n/a We
Weight: 51 Ib FT = 20%
Structural wood sheathing direly applied or 3.3-7 oc purlins.
Rigid ceiling directly applied or 7-9-13 oc bracing.
NOTES- (8)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vuh=140mph (3 -second gust) Vesd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft, Cal. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope), 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 315 Ib uplift at joint 4 and 348 Ib uplift at
joint 2.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 333 Ib down and 296 Ib up at
7-3.8 on top chord, and 320 Ib down and 109 Ib up at 740.0, and 320 Ib down and 109 Ib up at 7-64 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code "
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pit)
Vert: 1-3=54, 3-4=54, 24=20
Concentrated Loads (lb)
Vert: 3=259(F) 5=-640(F)
a
This item has been
electronically signed and
sealed by Albani, Thomas, 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 coies.
Thomas A. Alban PE No.39 0
Wall USA, Inc. FL Cort 6634
6904 Park* East Blvd. Tampa FL 33610
Data:
March 29,2018
A-RNING - Verify daslgn pont MWS and READ NOTES ON TOGS AND INCLUDED MITEK REFERENCE PAGE WIw747S rev. 1800=01513EFORE USE.
Design valid for use only with MUM connectors. This design is based only upon parameters shown, and la for an individual building component, not
a lass system Before use, the building designer must verify the appacabady of design paternalism and property incorporale this design Into the overall
building design. Bracing Indicated Is to prevent buckling of individual truss web andlor chord members only Additional temporary and perminenl bracing WOWisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the
fabrication, storage, delivery. erection and bracing of trusses and tons systems. see ANSVTPII Quality Criteria, D3049 and SCSI Building Component 8904 Parke East Bhd.
Safety Information available from Truss Plate Institute. 210 N. Lee Street, Suite 312. Alexandria, VA 22314 Tamp., FL 36610
Symbols Numbering System General Safety Notes
PLATE LOCATION AND ORIENTATION
Center plate on joint unless x, y4
offsets are indicated.
6-4-8 dimensions shown in ft -in -sixteenths
Drawings not to scale)
Failure to Follow Could Cause Property
Damage or Personal Injury
Dimensions are in ft -in -sixteenths.
Appy plates to both sides of truss
and fully embed teeth.
1 2 3 1. Additional stability bracing for truss system, a g.
TOP CHORDS diagonal or X -bracing, is always required. See BCSI.
O'y16 r
era c2-3 2. Thus bracing must be designed by an engineer. For
T
WEBS 4
p Ory
Y y p
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
0.. '
A , U stack materials on inadequately braced trusses.
4. Provide copies of this truss design to the building
cra cs °
p
t- For 4 x 2 orientation, locate
plates 0- 'Id' from outside
designer, erection supervisor, property owner and
all other interested parties. BOTTOM CHORDS
edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other.
6. Place plates on each lace of truss at each
This symbol indicates the JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE pint 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 ANSIRPI 1.
connector plates. THE LEFT.
7. Design assumes trusses will 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 ANSI/TPI 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
width measured perpendicular4x4 ESR -1311, ESR -1352, ESR1988
10. Camber is a non-structural consideration and is the
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 species and size, 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
specified
13. Top chords must be sheathed or pur ins provided at
output. Use T or I bracing spacing indicated on design.
if indicated. Lumber design values are in accordance with ANSI/TPI 1
section 6.3 These truss designs rely on lumber values 14. Bottom chords require Lateral bracing at spacing,
BEARING established by others.
or less, it no ceiling is installed, unless otherwise noted.
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 m 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. p 18. Use of green or heated lumber may pose unacceptable
environmental, health or performance risks. Consult with
Industry Standards: W1 project engineer before use.
ANSI/TPI1: 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.
SCSI: Building Component Safety Information, MiTek 20. Design assumes manufacture in accordance with
Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria.
Installing & Bracing of Metal Plate
Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015
J
1=-7.2 5•e•2 2e 5 e
I ae'Bc
OEARM HEI6HT %HEME
0
0
0
NOTES:
I trim 10.4
Ua R11HIE4'J0f renlelvase
af/laDleilrooi°i a ro i.a t
Krewre atrareaamonl
11 KE rrusn.IM ra a r40 r--
aWJa. Mea[
01fi.r TWM$ Ala MT.ftEEO
air. re rot 3w&r.
rl"ty remt.w" rase
as xE%a nft wnr .
nam rut -nae ro x %v1
rwn Vu%Ooetev wm
KAM MMena(lerat
rn Ulan n M uE u@ /a rtimraO
rvxr •o EmE u re rw wrcuryE a m(t
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mom 9ER4 m%nILLILinvru
fal1.06'0."A K.m, %V1191 rLL our
mua.m. a tar
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Orlando
Maa[:.W "rw rpt .er•H>•rn
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n
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senlordr
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ii n
11 11
In
i n
it 11 MEN Ir
J
1=-7.2 5•e•2 2e 5 e
I ae'Bc
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0
0
0
NOTES:
I trim 10.4
Ua R11HIE4'J0f renlelvase
af/laDleilrooi°i a ro i.a t
Krewre atrareaamonl
11 KE rrusn.IM ra a r40 r--
aWJa. Mea[
01fi.r TWM$ Ala MT.ftEEO
air. re rot 3w&r.
rl"ty remt.w" rase
as xE%a nft wnr .
nam rut -nae ro x %v1
rwn Vu%Ooetev wm
KAM MMena(lerat
rn Ulan n M uE u@ /a rtimraO
rvxr •o EmE u re rw wrcuryE a m(t
M%Ul m wo10 rerr<imu•snev
mom 9ER4 m%nILLILinvru
fal1.06'0."A K.m, %V1191 rLL our
mua.m. a tar
0guilders IFirstSource
Orlando
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RECORD COPY
f City of Sanford
Building and Fire Prevention
Product Approval Specification Form
S11"
O"ov: Permit # * 1 Q_ 16 -4-1 ofto
b
Project Location Address 516 E 14th Sanford, FL 32771 -
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.floridabuildincl.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 Entry Door FL20461-R3
Sliding
Sectional
ROTI Up Haas Door Garage Door FL16660.11
Automatic
Other
2. Windows
Single Hung MI 26 SH FL17676
Horizontal Slider MI SGD FL15332
Casement
Double Hun
Fixed MI Picture Window FL18W
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
June 2014
We
Category / Subcategory Manufacturer Product
Description(including
Florida Approval #
decimal
3. Panel Walls
Siding
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles Tamko Asphalt Singles FL18355-R4
Underla ments
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives/
Coatinci
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
S. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name David Ferri
Please Print)
June 2014
IIIIIIIII,/
THERMAITRU"A"
DOORS o=
Fiber -Classic. &Smooth -Star.
1j111 1111 N h
H".0
37,7s -"A" 7.75 MAX '
FRAME WIDTH E a i m c n
s
COMPOSITE EDGE m d 4
OPAQUE FIBERGLASS SINGLE DOOR ` 9
INSWING/OUTSWING ®®
o
NON -IMPACT'
zX
0W
m
ia M
GENERAL NOTES a W e0 g c
1. This product hos been evaluated and Is in compbmlce with the 6th Edhon
X '
2x17) Horido Buldrrg Code (FBC) structural requiernents G=Wmg the Woh
velocity Hurricane tone• (HM).
2. Product anchors steal be as Wed and spaced as shown on details. Anchor
embedment to base material shot be beyond wail dresBg or stucco.
ci
3. For 2u stud homing construction. ancha tnp of these units shot be the some as c
that Mown for 2x buck moron y construction. i ti
4. Site conditions that deviate from the details of this drawing require further n
engineering anatM by O licensed engineer or reglstered architect. as
cr
S. Ft w43osic a Smooth Stor Door panels require the use of 7 part gg
numbers and must be stained or pointed w h silk months of Installation. O W S
QOZ
I
TAKE OF CONIENIS ^ _
Low IF 01WAFDON
I a General Notes o
2 Door Pond Details T
3 Devotions "' ^ z
ue
1 8 Crass Sections 12X aM526 16 ?
s a Vertical Ix
6 av cma Drect
sr N.T.S.
s
7 Goin ori er JK e
B a a.c W. ISS 3
9 Hardware Detak See Sheet 3 for Hardware Specif icaBons COMM ro_ o
10 FL -20461.6
I1 Bi d MaterluE
slats 1 or j 0
IOCR
DESIGN PRESSURE (PSI) DESIGN PRESSURE (ISE)
CONRGUu11tN1 HARMAN
LOCK INSWING OUfSWMG
HARMAN
POSITIVE NEGATIVE POSITIVE NEGATIVE
x s-t/r latch a Deadboe 60.0 -67.0 +60.0 -60.0
x Tr latch a Deodboe 67.0 -67.0 +67.0 -67.0
x N/A MulNpotrrl 50.0 -50.0 +50.0 -50.0
COMPOSITE HINGE OLE
rAP
I I-
os
AW
0.71
COMPOSITE
CAP
LOCK STILE COMPOSITE HINGE STILE
ENGINEER® wtvl%r% JrRhnR jcr4%mmccKcLp W%A.JUJ - I I
INTERIOR
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ll2
360 MAX
DOOR
PANEL WIDTH
3SAIX MAX.
DOOR
PANE WIDTH
3521.TMAX.
DOOR
PANEL WIDTH
2-'\ HORIZONTAL CROSS SEMON
MR PANR @a "SAOEL
3,4r --
I0.4w
COMPOSITE
CAP
LOCK STILE
ENGINEEREDWOODI
70P RAIL
COMPOSITIVENGINEERED
WOOD) "I
II FOAM CORE
POLYURETHANE.
1.9 PCE MIN.)
INTERIOR EXTERIOR
INTERIOR EXTERIOR
of a
FIBERGLASS
0.087 THr-)
BOTTOM RAIL
1.71* (
COMP.)
1.71*
1'31 VERTICAL CROSS SECTION 1'41 VEIMCAL CROSS SECTION
2 1 %. 2 1 WALL: N.T.&
Dm W. JK
CHL MI. LFS
FL -20461.6
ou -2- ori
os
07
COMPOSITE HINGE OLE
rAP
I I-
os
AW
0.71
COMPOSITE
CAP
LOCK STILE COMPOSITE HINGE STILE
ENGINEER® wtvl%r% JrRhnR jcr4%mmccKcLp W%A.JUJ - I I
INTERIOR
HOIRONTAL CROSS SECTION
ll2
360 MAX
DOOR
PANEL WIDTH
3SAIX MAX.
DOOR
PANE WIDTH
3521.TMAX.
DOOR
PANEL WIDTH
2-'\ HORIZONTAL CROSS SEMON
MR PANR @a "SAOEL
3,4r --
I0.4w
COMPOSITE
CAP
LOCK STILE
ENGINEEREDWOODI
70P RAIL
COMPOSITIVENGINEERED
WOOD) "I
II FOAM CORE
POLYURETHANE.
1.9 PCE MIN.)
INTERIOR EXTERIOR
INTERIOR EXTERIOR
of a
FIBERGLASS
0.087 THr-)
BOTTOM RAIL
1.71* (
COMP.)
1.71*
1'31 VERTICAL CROSS SECTION 1'41 VEIMCAL CROSS SECTION
2 1 %. 2 1 WALL: N.T.&
Dm W. JK
CHL MI. LFS
FL -20461.6
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F&w-Ckwk/Srt10oM-SIS Doo POnW Opllons N.T.S.
Products approved Include os embossed panel doom and 2 panel nmeeaed panel doors.
om Rs: JK n
Simla opaque panel conf IRatlore are allowed. a¢ er. LFS 3
Panels shown are for &Atmtbn and are representative only. RIIWM R0. 0
FL -20461.6 c
scala 3 °r„]1 O
HARDWARE TABLE ' .'-'
MANUFACTURER
SCHIAGE
RNOk fSl
DEAD0OlT: 060
KWI[SET
oroR: SIGHANRE SERIES
DEADfsOIT: SIGHANRF SERIES (900)
HOlnraHT:MUDGAtiTF(THEMPAETU) pt. Manuad Torque)
1111111111111]
49A.
D'
11111• 111 1````` i
i o
00
6z
E 4
n
40 41 42
7
co
EXTERIOR INTERIOR gy
1.ISMM. do
1 VERDCAL CROSS SECTION EM& OW.)
E 4 Shown w/ Z( Buds E
AuhvMp shown (f+wQ10 *r m)
B C o =oB
C pl C U
e
L C
0O.ISCSINK O.ISC,SINK
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EXTERIOR
e 23 24
EXIp IOR
n
N
z
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40 41 42an
40 41 42 27
5 26 16 = 1.1 /4' MM. l o
SCALL N.T.S. EMB. (nP.) SAAB. (IYP.) 5
a En. JK o
2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION CHL m: LFS 3
q
st>_ (uc+9 *raw) q own w Bu c
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aunc na
a
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EXTERIOR INFERIOR
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1 VERTICAL CROSS SECTION ZShownJJw/IX suDC1 uGk Na 4AOufnftsh-(Yu^Y'1
A
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40 41 42 40 41 42 27 A N o 0MIN. 29 1 I.1/fMIN. Z Uas5126116 = EMB. (IYP.) EMB. (IYP.)
u
sau. N.T.S. i
o r: n. JK n
2 HOWONTAL CROSS SECTION 3 MEOW& CROSS SECTION uac W. LFS 3
S snownw/ JX9JD4DtfCKshown
o ibAv Shown W " V *r&"
S w/ IXouh%* g dro n Oruwing >im1a) F1FL -20461.6 n
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1-1/,CMW.
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s
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1 VEIMCAL CROSS SECTION 4 VERTICAL CROSS SECTION
6 Ou IB Vw/ 49%16Y
vnbk,!,/
6
atswing oNY wlTomb
DIRECT TO MASONRY MAX. DESIGN PRESSURE:
w/ STANDARD STRIKE = t 47 PSF
w/ SECURITY STRIKE = t 55 PSF
T
C
4 at 1
c
MOM i
40 41 412
n v .r .. e
I I 1-1/1CMIN.-1-1/! MPI.
r —ter so. f".) EMB. IIYP.)
2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION
S HORIZONTAL CROSS SECTION
pi
6 Shown Direct to 6 Shown Direct to pnry
WMWV oldy w/ —110M9 lcmb
6
B oNY w/ 4- Jo jamb Oulswd°1g °r1 lal 9/I B Jamb
111111 111 1 b h
z od
3
rre
5
SU
0E n
2
LL
tq 7 7 m
VA
o w
0
JJ
one 5126116
EMB' I1YP.)
swe N.T.S.
6 HORIZONTAL CROSS SECTION arc. Bf: JK
d Shown CHL W.
OoNyw/ (rIomb oww,o;
a-2as1.s
ssar -fL or -LL
Notes
I. SO nem OY 11, 18.32 31.35.36.37.38 a 39 are attached to jambs w/ (3)88 X 2-1/2' pfh screws of each end.
SO Item #116 a 33 ore ottoched to jambs w/ (2)08 X 2-I!! pfh saews at each end.
SO Sem 0151s ottoGred to jambs ulft" (2) 010 X 2' pph SMS at eoch end.
INTERIOR —Tll*plll EXTERIOR
SEE NOTE 1
a
1 VERTICAL CROSS SECTION
k..kv Sm
EXTERIOR INTERIOR
3 VERDCAL CROSS SECTION
INTERIOR EXTERIOR
2 VERTICAL CROSS SECTION
7 ftm+e SO
EXTERIOR
SEE NOTE 1
INTERIOR
p
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a
01n
N ri
0
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a p .. ed
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twe 5126116
a
p •
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p
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a
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SMC N.T.S.
MW. JK
CHL W. LFS
m
4 VERTICAL CROSS SECDON DRWM "D a
mac Access 50 FL -20461.6 u
narZa it 9
2X BUCK
MASONRY
W-)
2X BUCK ANCHORING
A-
If PP.)
MASONRY
PP.)
2X BUCK ANCHORING
Vl(
3)#Ox2-1/T
PRI WS
JAMB TO HEAD DETAK
TYP•)
i
I
flu
L 2K BUCK
D 4
J IXBI1CK
HEAD 6 JAMBS
1
M DIRECT TO
nrP.)
r
2X BUCK
FRAME HEAD & JAMBS
LL 70 PSF MAX 111
MASONRY
PP.)
2X BUCK ANCHORING
Vl(
3)#Ox2-1/T
PRI WS
JAMB TO HEAD DETAK
TYP•)
FRAME ANCHORING
i
flu
L 2K BUCK C
BUCK J IXBI1CK
is 1111 1
M DIRECT TO
r
N MASONRY
FRAME HEAD & JAMBS
TYP•)
i
io
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i
flu
os
is 1111 1 m n
r
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m
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v
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26 SEE TONGLIE 8, 09L
MASONRY
40292s9SIM DETAIL
lV C1 O'IPJitit
1 ' Z
BUCK =
G1X$$$
tttp
Ixeucx G
27 $ $
b.
DIRECT TO M
MASONRY'p p 1--> o n
LAIC DEAD IOITWAU. '
1"
to s s 'q= 8 g
Kw0.set 2X BUCK,n o
SEE LATCH-->
W
a DEADBOLT 1X BUCK G 3
DETAIL d o DIRECT TO m
LATCH
6 DEADNXT
oe °
6EEEELATCH MASONRY M g) ? o
2X BUCK L DETAIL tq 8 o MAL
1XBUCK G
DIRECT TO _
J_L TONGUE STRIKE DETAIL
MASONRY
M SUB STRIKE
t Loci
PLATE
SMIKEJUNB SiT JI MA HIHGEJAA/B SIRIKEJAMB
Latch and DeadboB Latch and DeodboB MIA otrlf lock 2x BUCK
22
SI/TONCom 1TONCeIIEIt
IX BUCK G F p B N
D( BUCK 25 DIRECT TO tN Py
28
IX BUCK G L 2X BUCK
MASONRY
DOW TOM
27
29 G Ix Btict( 3 d a iMASONRY
M DIRECT TO
Y MASONRY LATCH A DEADSOLTWAILLATCHiDEADBOLTDuLMMIRi
Sd*W s•
O2S24
U
LATCH 3 DEADBOLT STRIKE DETAILS DEADBOLT STRIKE DETAILS MULTIPOINT LOCK STRIKE DETAILS
mu51216
z
N.7.5.
Security Deodboh Stn'ke Plate( HINGE DETAIL
oaa an JK m'
CHL er. LFS t
naaoo NCL. a
FL -20461.6 n
smo 9 or
N
SJS
75'
9 C rl .1 HMA, —
08: =
9
M
7.F
9CM-10—N-Masm
2.36'--4
omnam
AdMftbg
7.59'
9mwM—
T=
m=
A*ftble A MIT
1
60
C
occas@MK49L
1*'+t1.7r 1.97
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FL -20461.6
ANCHOR ANCHOR MIN: :. MIN. CLEARANCE MIN. CLEARANCE
TYPE_
111111111///
EMBEDMENT. i0 MASONRY- i0 ADJACENT. .
EDGE • ANCHOR
ITw
e u of AAATERU S
T•T/ r
e u OF IMATERIaIs
TAICON
0'
mM oEscRnTLON MATERuI ttEM • L1ESCamoN AUTER1At
a
A 1 X BUCK (SG >= 0.42) WOOD 25 8 x 2-1 /7' PFH WOOD SCREW STEEL Z
AsstlowN
B 2X BUCK (SG >= 0.42) WOOD 26 8 x 5/8" PFH WOOD SCREW STEEL s 1Y• F. do
C 1 /4"MAX. SHIM SPACE 27 LATCH STRIKE PLATE STEEL
i
Go
D 1/4"X 2-3/4" PFH ELCO OR RW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE (STANDARD) STEEL pi,
111
go
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 28A DEADBOLT SUB STRIKE PLATE STEEL
111 o n cE301ORHOLLOWBLOCKCONFORMINGTOASTMC90
CONCRETE
28B DEADBOLT STRIKE PLATE (SECURITY) STEEL
z°
UN ••
G 3/16" X 3-1 /4" RVV CONCRETE SCREW STEEL 29 4" X 4' HINGE
LATCH & DEADBOLT STRIKE PLATE (TONGUE SYSTEM)
STEEL
ALUM/COMP
i at •
9dg`dmJ1/4"X 33/4"PFH ELCO OR RW CONCRETE SCREW STEEL 30
a:L
L 10 X 2-1 /7' PFH WOOD SCREW (1.15" MIN. EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP
0
M 3/16" X 2-1 /4" I1W CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP
y
oZ0
N 3/16 X 2-3/4" ITW CONCRE E SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP 3n
1 JAMB (FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP
1"PFH WOOD SCREW
b WEATHERSTRIP (MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP
7 WEATHERSTRIP (LONG REACH) FOAM
VINYL
36
37
INSWING THRESHOLD
INSWING THRESHOLD
ALUM/COMP
ALUM/COMP
rc
8
9
SWEEP
SWEEP (USE w/ MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP
10 SWEEP (USE W/ PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP
15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL (BOOK) ir
16 Ol TSWING THRESHOLD ALUM/COMP 41 DOOR PANEL (HYBRID) C m
17 OUTSWINGIHRESHOLD ALUM/COMP 42 DOOR PANEL(U1) c
18 Ol1TSWING THRESHOLD ALUM/COMP
a
22 8 x 31,C PFH WOOD SCREW STEEL
23 10 x 3/4" PFH WOOD SCREW STEEL
24 10x
pin
N.Z.
1H
W
CONCRETE ANCHOR NOTES: d
1. Concrete anciror locations of the corners may be adjusted to maintain the nib.
edge distance to mortarjoints. e:
2. Concrete anchor locations noted as MAX ON CENTER' must be oc Mfed to
mahtdh the rdn. edge dMonce to mortar joints, additional concrete anchors o
may be requ4ed to ensue the W. ON CENTER• dimerMon are not exceeded.
I Concrete anchor table:
e
e
N
z
Z V
n]tlE 5/26/1 6 =
scut N.T.S. o
S
ore er. JK •
o% ev Lf5 3
WOOD SCREW R LSTAIUix)N NOTE: ago w0. u
1. Maintain a MNmum SAr• edge distance, 1' end distance, d 1• o.c. spacing of FL -20461.6 n
wood screws to prevent the spdtt8ng of Mood. sir 11 s 0
ANCHOR ANCHOR MIN: :. MIN. CLEARANCE MIN. CLEARANCE
TYPE_ EMBEDMENT. i0 MASONRY- i0 ADJACENT. .
EDGE • ANCHOR
ITw
T/f T•T/ r 4'
TAICON
ElCO
1q' 1.1/P 1• 1'
Ul11tACON
sn• T•T/ AsstlowN Ta/t
TAPCON
1"PFH WOOD SCREW STEEL
ANCHOR ANCHOR MIN: :. MIN. CLEARANCE MIN. CLEARANCE
TYPE_ EMBEDMENT. i0 MASONRY- i0 ADJACENT. .
EDGE • ANCHOR
ITw
T/f T•T/ r 4'
TAICON
ElCO
1q' 1.1/P 1• 1'
Ul11tACON
sn• T•T/ AsstlowN Ta/t
TAPCON
Door I
T -0 -
See
below 6
door
Door Width 16'- 2' Shown
See chart below for other
NOTE: troch configuration ooa+e
the door opening does not affect
Ine w.nd load rating of the door.
r— Top Bradlet door widths
i
CeJ1dr
Stiles H
Center
Stiles
4
Irttped
Reelualt
101-2* 48.7 1 -55.5 SI ! 4 2 3 1 5 2 NO
17-r
li_ Islide
2 5 5 2
Lock or Loa Sm
manual door facts
erepemlorm;nstalled. -
71 664" 1- 3"
6 3 5
jtf
7 3 NO
16'-7 31.3 1 44.9 1 S11`081 7 3 7 3 1 7 3 YES
18'-7 24.7 1 -27.8 1 SIVO 1 7 3 7 3 1 7 3 NO
20'-2- 1 20.1 I .22.4 Sirmle 1 9 5 9 s 1 11
Botlom Brtldtd —End Hinges —Shut 8 SW1 AhadrlleN — frde1111t1t11a1e Hlrge
DsWI C (sheet 2 d 3) Demll B (sheet 2 d 3) Detail E (shed 2 d 3) Detail D (shoal 2 d 3)
T%is product nos beep evaluated per ANSI/EYSMA 105-05 (o -.d -12) for static air pressure.
This crOCUCl nc5 often evaluated per-NSI/DAS1dA 115-0.5 (ond -12) for large missile rmpoct ono cyclic
no oresrare
Modelliluiaber
IPARC2460AR24WSERES
PAN C2410 A 82410 SEFtEd PAN C244/ a 82401 SBIM
PAN C249D a 82410 SMEJ PAN 02471 A 82471 GME3
Iwecae1aR2eelseae PANc2.72aamsmas PAN C2011 SERIES
PANc2/saaa2.et PAN R2560SERIES PANC2D15SERIES
PAN R258D SERES PAN 82561 SERIES PAN C2411 SERIES
PAN 82581 SERIES PAN 82571 SERIES PAN 02415 SERIES
PAN R2582 SERIES PAN R2572 SERIES PAN C2511 SERIES
Door VAdft
Up To
D Pr sves End Shcel
r Stiles i
CeJ1dr
Stiles H
Center
Stiles
4
Irttped
Reelualt
101-2* 48.7 1 -55.5 SI ! 4 2 3 1 5 2 NO
17-r 415 1 463 Sln e . 5 2 5 2 5 2 1 NO
14'-7 35.7 1 -39.8 1 Single 1 6 3 5 2 7 3 NO
16'-7 31.3 1 44.9 1 S11`081 7 3 7 3 1 7 3 YES
18'-7 24.7 1 -27.8 1 SIVO 1 7 3 7 3 1 7 3 NO
20'-2- 1 20.1 I .22.4 Sirmle 1 9 5 9 s 1 11 5 NO
10'-7 1 313 1 2 1 3 1 5 2 YES
17-7 313 I_ 44.9 Sllgte I 5 2 5 2 5 2 YES
14'-7 31.3 44.9 Sine 6 3 1 5 1 2 7 3 YES
Th;sprod ll ;s designed and said b, P.r. Tr.e AHJ or Eng;neer of P.ecord ;s responsible for determining the
PSF requ;ra for any gwen s.tt
4
4' +/- 3' J
1 Ct +/- 3' 1
Jamb brothel quontiGes shown ore for use with grode 2 or better southern pine
Jamas
Supportiq structural dements ore to be designed oy o reg;stered professional
engineer tot specific wino leads.
Door
He
Totalp d Jamb BddaTotal0dSWIsSectionserSide
B-0' 4 1 4 5
6'-3' 4 4 5
6'J3' 4 4 6
6'-9' 4 4 6
T-0' 4 4 6
Ta' S 5 7
T 9' S 5 7
e-] 5 5 7
Mo.tmum section ha;gnl is 21 in.
Manmurm 000r height is 16 R.
All doors. rre Inot.e above the tasted height.
Ore avo;loble with jornb broctets cr commercial
full angle. The mo%imum spacing a' the jamb
brocl.ets/Irccf, clips shwa oft mointomM.
NOTICE
n ror;ngs ore o
supplement to the inslollot.on
nstruct;ons for o stoneard door
one only cc.ers those
practdures that vory, from
standord door ;rstollotion it
these spec;fc procecures ore
not followed. the door they not
perform as designed.
IMPACT RESISTANT
DetR39
Bn3Ckd
aiI HH (shaW 2 d 3)
Jamb Bradt I "
Detail F (sheet 2 d 3)
Digitally signed bytJohn E States, P.E.
Date: 2016.08.04 13141:42 -05'00'
z
Wc.51fl7
F
j >
il OK i
John E Scoter. P.E.
3121 FoBgote Drive
Carrollton. Tl,aS 75007
Florida P E / 51737
F11116660.11 ' o"Oless;onol Enq;neer seal ortivlded oNi Torve4frrticnofwinoboaconstructeddetails.
2 3 4 s 6 7 8
F
E
D
PUSH_ NUTSCREW
END STILES 2-" — TEK
3/4
tG Go Gclvonixtl Steel
7/to 4 END HINGE t/4' x 3/a- Hm wosnlr Heod
See ETA1 K for push nut 14 Go GohOnizeo Steel Sett 0616ng (3 per Bottom Bracket)
PUSH NUT p;ecement. \ TEK SCREW
EOTTOMBRACKET7/161/4' / J/4- He. WOahe• Head" .
See AI K for Push nut TEK SCREW ° Self Drilling (6 per Hinge) r
13 Co Golrorized Steel
placement. 1/a,t 3/4- Her washer
HeodAOJUSTkELETOPFIXiIJRE
Sell Drill;" (2 per Broctet) NOTE: This screw should PUSH NUT
12 Ga \
o be Ixolld below Ina Prepurehed i/16' \ ` ' ^
MG 01.0 00 through Ins ling'). LCW HEADROOM iOP g "g See DETAIL K for push nu:
TEK SCREW BRACKET
end solo ono ak.n edge placement. t1/4' X 3/4' rfe. Washer Head o o
Self CrBYng (a per [reeklt)
PUSH NUT BOTTOM SEAL
7/16
DETAIL CDETAILADETAILBseeAll far pus'+ nut
LOW HEADROOM
23" 3 112- x <" E STRUT
placement.
TOP BRACKET
4 INTERMEDIATE STILE / 18 Go .So RSI F, m.mum
16 Go Gowcnizeo Sled / Got omzea Steel
JAMS BRACKET \
SLIDE LOCM, or LOCK SIMSLl_
4"
12 ;o Golrcni:ed Steel
h1TERMEDIATE H NGE `
ofoot
requires pith ooeroror}
16 pr ,+ :a Gal:pnQM steel 3^ ,
C - ?
EK SCREW
t I/ 4- X 3/4- He- Washer
TEK SCREW \ . EOLi & NUT ° ° 1 Head Self Drilling (4 cer7`
i/4' t 3/a- leer Ilosnrrr r+eeC 1/4-20 A 5/E' Carriage g' Slice Lock)
P g) 1/a' x 3/4' Hex Washer SoltcrSellDrillinge• ilio a
IEA SCREW
3/4
DETAIL D DETAIL E Head Sed Dr.ISng (2 per DETAIL F {1 p^./ hr -o Bracket)
End $ imem+ediate Stiles) DETAIL G
t
t
C
B
CDC, noo NOTE: Detoils -in some views omitted for clarity.
o MM a p
0
Amewt eP.4E ;o a ° \ Uounle end stiles and end hardnore may be
U I
L required an wider or hecvier doors.
o °O
d °
L—J- i" \ FLAG BRACKET
RESIDENTIAL & LIGHT COMMERCIAL CofAMEP.CI:l
1/4
DETAIL K ROLLER \` ` BOLI
There should be a 2• Diome:er Nominal `\ ` 5/16 x 1 5/8' Log Solt ` ;
COMMERCIAL For Stondaro. High For Stondord. High !4 r10 Broct,et) No.61 '
For low Headroom & Vertical Uft At Vertical L;fte space o1 1/4- between Eleven Sall Nylon or ; ` Pe g
With 2' Track and VSIh 2" Track cmd With 3" Track and the roller hub and the ien 8011 Steel with \
1 , '
Ir
outside ed of the o Minimum Workable 1 BOLT do !UT
Single End Stiles Single End Stiles Single End Stiles g \
mprr - 1/a-20 x 5/E' Track BollrollerholderwhichisShaltLengthShown. \ ,
set by the push nut. & t/4-20 He, washer Nut
2 for t0I & 2 for
DETAIL H
Verlcol Track)
En.
o
A
o y;h• MOP SARI ktlh John E Scales. PE
or 1- - L1in'' al 25 Ca C.holi-d DCtntq Steel --Cl 1' 3121 Fokgzle Dn:•e
e /
Correlllon, Te.os 75W7
IMPACT RESISTANT Fwrido P.E P051737
e
L.J.- TSO TT Pro:c2sional Engineer seol orovlded ooh/ forver;hcolmn of wino boa construction deloils.
COMMERCIAL rIEAV{ DUTY COMMERCIAL HEAVY DUr( 1
For Stondord. High & For Lor, Headroom WithBIT a WAS"EP VERTICAL tRAC! - 2" tlo l rcl 7lOGD JwB s e t
OEfCdITnt
s/to- x + sJe' lop Bella 2' O.D IBr AH2000sn-swrminw
Vertical Lift With 3" Track Track and Double
r
1
16' ID /
8'
W - he
13 Go Gasrnmea Sleel tested, The +crt.ca eood jomo
a
SECiMAL DDaL
and Double End Stites End Stiles ;4 / b1n2 orcckc, moat ae in 3' Nominal t! Go Ie also foctenuw root De counter luno tr lb DEs1oN 1R5Stns+)IY,Hl19'
ALTERNATE BOTTOM BRACKETS era„`; ;,: `^ t"• 2'6 ("° °°°°"° °' °°
o1y °" t° iocii. ° e flat mamungoor—a See jamb oltaenmenl YlfmR N'42D1P-0ISWL2S mHt:2 fl I M. D
NOTE: The bottom. brociet tests* (shorn h GEINLW u tre lightest troc+et %OIL- The fnt ._cher is hal reales* Oetaas on shed 3 for oltocnmg OtYts mum 4117n4 OOSR: x7t5
oroo7obla. for o io mounl.
jambs to Ina str+.ct.re.
a r, ,e MODELIq: see Shm 3
f
MODEL NUMBERS
MODEL NUMBERS AVAILABLE
PAN C2011 SERIES
PAN C2015 SERIES
PAN C2411 SERIES
PAN C2415 SERIES
PAN C2511 SERIES
PAN C2410 8 R2410 SERIES
PAN C2460 S R2460 SERIES
PAN C2461 8 R2461 SERIES
PAN C2471 8 R2471 SERIES
PAN C2472 8 R2472 SERIES
PAN C2480 8 R2480 SERIES
PAN C2481 8 R2481 SERIES
PAN C2482 8 R2482 SERIES
PAN R2560 SERIES
PAN R2561 SERIES
PAN R2571 SERIES
PAN R2572 SERIES
PAN R2580 SERIES
PAN R2581 SERIES
PAN R2582 SERIES
FASTENER TO CONTINUE
PASTHEADER
of I I I0
0 1 1 0
OPENING
L ,1
2 X 6 GRADE 2 OR BETTER SOUTHERNHEtGHf
o PINE JAMBS n
SEE CHART FOR WOOD JAMB ATTACHMENT
TO BUILDING STRUCTURE.
1
0 0
MAXIMUM ON
CENTER SPAGNG
w
FIRST FASTENER 4• to 10' j
ABOVE THE FLOOR OPENING
WIDTH
WOOD JAMB ATTACHMENT
Buldtq
S[t ue F1 aww Typo
mnm,e, Yr.n.a
EnMtr
unlm.n u. Asae
ls aiMtliY 'r,O
Mhr. ZW PSI ID Tepoon • NLus, r 2.SP s.OP 2• 551
4000 PSI Comate 1I1• w 1.00 raar
SoWrtnPow
11 q 13O 1.5C 1.5P 24' 620
Spnoe Pine FY yR Lp w
1 116' oD waslla 1.W I.50' 1.50' 24• 462
No. 61737
NOTE: 2X6 maimed b dr M must to Solplwn Plns Graf 2 or' i SVM OF , a
ONA1.
11//lll l I11
John E Scores. P.E.
3121 Foirgcte Drive
Conclllon, Tem. 75007
IMPACT RESISTANT Fordo P E. # 51737
FL a#16660 11 Pro:essioncl Engineer seol p•ovided ony lotva+rtltcolion OI wino loco construC60n detoiG.
Drawing Summary
Date: Il/l/2016 Name:
Quotation #: Q-519445 Phone:
Quote Name: Stella Homes Address:
Job Name: None
111em Qy Dcscription
I I COMPLETE DOOR;
16-0" X 7-0" 4-4 R2560S;
STAMPED STEEL CARRIAGE NI
SANDSTONE;
I OK TORSION 12" STD 2 BRKT WOOD;
I"TUBE; (2) SIDE LOCK; I I -BALL NYLON;
14 ga Hinges; 4- 3.5x4 E Strut;
TRK BRKT LOOSE; SPRING LOOSE;
DEC. HANDLES; HINGE STRAP 4;
WINDLOAD: FL +31.3/-34.9 PSF;
IMPACT RATED (16660.11-R5);
Reference
320 Sycamore' Wauseon. OH 43567
Configuration N
C -802645-W
Door Drawing
Track Drawing
Torsion Spring Drawing
Haas Door (I of 4)
VIEW OF
EXTERIOR
SEE SPRING DRAWING FOR
SPRING ANCHOR AND SHAFT
SUPPORT SIZE AND LOCATION.
rDOOR WIDTH I
INTERIOR ELEVATION '
1
10
V20GA. C -SHAPED STEEL STILES
Q ALL HARDWARE ATTACHING
POINTS, MECHANICALLY
FASTENED TO THE STEEL SKIN.
CENTER HINGE DETAIL
ADDITIONAL NOTES:
AVAILABLE SECTION HEIGHTS ARE 21' AND 24'. NOMINAL
THICKNESS OF SECTION WITH END STILES TO BE 2'. STEEL
SKINS TO BE PRE -PAINTED WITH A URETHANE PRIMER
BASE COAT AND A BAKED -ON POLYESTER TOP COAT.
INTERIOR COLOR IS WHITE.
17 GA. GALV. STEEL ROLLER TOP
ROLLER BRACKET, FASTENED TO
END STILE WITH (4) 1/4-20 X 3/4'
SELF TAPPING TEK SCREWS.
MINIMUM 18 GA. GALV. STEEL
ROLLER HINGE FASTENED TO
END STILE WITH (4)1/4-20 X 3/4'
SELF TAPPING TEK SCREWS.
25 GA. HOT DIPPED
GALVANIZED STEEL DOOR
SECTION.
MINIMUM 13 GA. GALV. STEEL
BOTTOM ROLLER BRACKET
FASTENED TO END STILE WITH
3)1/4-20 X 3/4' SELF TAPPING
TEK SCREWS.
BOTTOM ASTRAGAL
SIDE ELEVATION OF DOOR
41-1/2'
16'
1
PANEL DIMENSIONS
MODEL R2560
320 St.
Wauseon, Ohio 433 567
0 Copyright 2014
DOOR DATA
Job Name Stella Homes (0515
3enalNum C -802645-W
Door Color Sandstone
Door WdM 16'4'
Door Height 74'
Section
Ouantny
4
Ouanoty of
Panels
4
Spring Cycle
Life
10K
Spring
Ouant ty
2
Ute in Panel
No
NONE
jte in Section
No
NONE
Sect Heights
m to Top)
21, 21.21, 21
Operator (by
other)
No
1-1/2' x 1-1/2' x 13 GA.
GALV. STEEL HORIZONTAL
STIFFENER
HEADROOM
P -1
L
zOC7
W w
z x
JIX OWO
z C
W
U
BACK ROOM
ROOF PITCH TRACK
12'
HORIZONTAL TRACK
SUPPPORT BY INSTALLER
TO SUIT)
GALV. STEEL TRACK TAPERED Q
1/8' PER FOOT TO PROVIDE A
WEDGE TYPE CLOSING ACTION.
TRACK BRACKET Q
24- ON CENTER (TYP.)
STANDARD LIFT
1-1/2' x 1-1/2' x 13 GA.
STEEL ANGLE
5/16' DIAMETER
BOLT OR WELD
ALL CONNECTIONS
TYPICAL)
GALVANIZED STEEL
HORIZONTAL TRACK
HORIZONTAL TRACK SUPPORT
OPENING
WIDTH
33/4' -
OPENING MINIMUM
WIDTH CLEARANCE
3-3/4'
MINIMUM
CLEARANCE
JAMBS BY OTHERS
JAMB SEAL
BY OTHERS) 12 GA. GALV. STEEL
TRACK BRACKETS
@ 2'-0' O.C.
2' GALVANIZED STEEL TRACK
FASTENED TO TRACK BRACKETS
WITH 1/4-20 x 10 HARDWARE.
14 GA. GALV. STEEL ROLLER
HINGE FASTENED TO END STILE
WITH (4) 1/4-20 X 3/4- SELF
TAPPING TEK SCREWS.
SIDE ROOM CLEARANCE
2" STANDARD LIFT
BRACKET MOUNT
DOOR DATA
Job Name Stella Homes (0-511
serial Num C802645•W
Architect NA
Contractor NA
Distributor/
Dealer
NA
ioor Schedule NA
Door Width 16'-0'
Door Height 7'-0"
Liflype 1r Radius
Roof Pitch None
enter Line of
Shah
93
Headroom 11.5
Backroom 100
Drawn By 6nbsp:
Data 11/12016
320 Sycamore St.
Wauseon, Ohio 43567
0 Copyright 2009
DOOR WIDTH
I/2'
LEFT HAND CABLE MIN.
RIGHT HAND CABLE
DRUM (RED) rT DRUM (BLACK)
RIGHT WOUND SPRING
RED CONE)
SPRING ANCHOR
OF DOOR
LEFT WOUND SPRING
BLACK CONE)
CABLE
CENTER
OF
SHAFT
0
RIGHT
WOUND
SPRING
0
LEFT
WOUND
SPRING
320 Sycamore St. STANDARD LIFT WITH (2)
Wauseon, OhioCopyh23SPRINGS ON 1" TUBE SHAFT
DOOR DATA
Job Name Stella Homes (0-511
5enal Num G802645•W
Door Model R25W
Door Width 1w -V
Door Height T-0'
Springing
Weight
329
Lift Type 12— Radius
Sprig Cycle
Life
10K
Cod Inside
Diameter
r
Wife Size 262
Spring Length 36
Sprig Turns so
IPPT 93.9
Total Torque
MIP)
7485
Drum 4008
Cane
Diameter
lir
Cable Length 105
Center Line of
Shaft
93
r -4
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, 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 1/4".
9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO
NOT REOUIRE 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 2 1/2" MINIMUM EDGE
DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
13. ALL FASTENERS TO BE CORROSION RESISTANT.
14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW.
A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER)
D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM
15. APPROVED CONFIGURATIONS: OX, X0, XX, XP, PX, XIP, PIX.
TABLE OF CONTENTS
SHEET NO.1 DESCRIPTION
1 NOTES
2 — 3 ELEVATIONS
4 — 10 INSTALLATION DETAILS
REVISION$
900OlAKE51DEWS
PARKWAY
D=RIP110N DATE APPROVED
ADDED CHARTS 03/05/12 R.L.
REVISED PER NEW TESTING 10/29/13 R.L.
ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 RL
REVISED INSTALLATION DETAILS 07/30/15 R.L.
SIGNED: 10/22/'2015
MI WI D LLC
900OlAKE51DEWS
PARKWAY
It.1L O rjr
i
LOWER MOUND, TX 75028 rJ•\CEIY.9 - l+y
1r• 1t' SERIES 420 SGD
96" X 80" NON—REINFORCEDTNOTES AT OF ,
w.
r7/4/j NA 0\\```
DRAWN DWD No.
080 980(
REV
D
srsE NTS 1""02/23/09 10
I
FI
HE
SERIES 420 SGD
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
t40.OPSF NONE
SEE CHARTS O/ AND 02 FOR OTHER UNITS RATINGS
REOTSM
96- MAX FRAME WIDTH
2) ANCHORS PER LOCATION
SEE CHART #3
FOR NUMBER OF
LOCATIONS REOUIREO
6- MAX
17-
rMAX
I O.0 I
6' MAX
APPROVE)
ADDED CHARTS
17'
MAX O.C. O X
io-
tAX
R.L.
ADDED FLANGE AND FIN INSTALLATIONS
AME
L
6- MAX
IGHT
REVISED INSTALLATION DETAILS
SERIES 420 SGD
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
t40.OPSF NONE
SEE CHARTS O/ AND 02 FOR OTHER UNITS RATINGS
REOTSM
Frame
Single Panel and Total Frame V11dth (el)
OECRIPIION GATE APPROVE)
ADDED CHARTS 03/05/12 R.L.
REVISED PER NEW TESTING 10/29/13 R.L.
ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L.
REVISED INSTALLATION DETAILS 07/30/15 R.L.
CHARTII
6' MAX WHERE WATER INFILTRATION RESISTANCE IS REQUIRED.
SEE NOTE 9 SHEET I
Design re -re chart (sO
Frame
Single Panel and Total Frame V11dth (el)
Height
30.0 36.0 42.0 46.0
60.00 72.00 61.00 96.00
Pos Neg Pos Neg Pos NOV Pos Neg
60.0 72.0 61.0 96.0
60.0 40 0 55,40 0 48 2 40 0 43 d 40.0 40.0
CHART a
WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED.
SEE NOTE 9 SHEET I
Design pressure chart (pso
Frame
Single Parisi and Total Rams Width (el)
Haight
30.0 36.0 420 48.0
in)
60.00 7200 64.00 96.00
Pos Nep Pos Nep Pot Nep POS Nev
60.0 72.0 61.0 96.0
60.0 551 551 48.2 1 48.2 1 43.4 434 400 400
CHART 03
Number of anchor locations required
Single Panel and Total Frame VNdth (In)
Frame
Height
30.0 36.0 12.0 48.0
in)
60.0 72.0 61.0 96.0
Has Jamb H!S Jamb H&S Jamb Has Jamb
60.0 4 5 5 5 6 1 5 1 6 1 5
MI WINDOWS AND DOORS LLC
1900 LAKESIDE PARKWAY
FLOWER MOUND. TX 75028
SERIES 420 SGD
96" X 80" NON -REINFORCED
ELEVATION
F.A. 1 08-00498
W -AE NTS I DATE 02/23/09 s"W2 OF 10
SIGNED: 1022/7015
E
N
FR
HE
6' MAX
1
AX FRAME WIDTH
1) ANCHOR PER LOCATION
AT HEAD & JAMBS
SEE CHART #4
FOR NUMBER OF
LOCATIONS REOUIRED
17' _
O C {
6 MAX
6' MAX
REVISIONS
Single Panel and Total Lkm YOM (n)
17'
MAX O.C.
D'
T-
O X
a
AX
GH T
L
6' MAX
t
SERIES 420 SGD
EXTERIOR VIEW
2) ANCHORS PER LOCATION
DESIGN PRESSURE RATING IMPACT RATING AT SILL
SEE CHART 14
t40.0PSF 1V0fyE
FOR NUMBER OF
LOCATIONS REQUIRED
SEE CHARTS t1 AND /2 SHEET 2 FOR OTHER UNITS RATINGS
MAOT d
Number of anchor locations required
REVISIONS
Single Panel and Total Lkm YOM (n)
Frame
REV DESCPoPnow GATE APPROVED
A ADDED CHARTS 03/05/12 R.L.
B REVISED PER NEW TESTING 10/29/13 R.L.
C ADDED FIANCE AND FIN INSTALLATIONS 12/06/13 R.L.
0 REVISED INSTALLATION DETAILS 07/30/15 R.L.
MAOT d
Number of anchor locations required
Single Panel and Total Lkm YOM (n)
Frame
SERIES 420 SGD
Heigm
30.0 1 36.0 1 42.0 18.0
in) 60.0 1 72.0 "0 9&0
HdS I Jamb I H&S I Jamb I HISS IJambI N8S IJamb
M ND.
80.0 4 1 5 1 5 1 5 1 6 1 5 1 6 1 5
SIGNED: 10/22/2015
MI WINDOWS DOORS LLC
00
LAKESIDE
FLOWER MOUND, TX 75028 J•GEN,p;'f y
0 *' SERIES 420 SGD
96" X 80" NON -REINFORCED
FIN ELEVATION AS?
V•;
1r, •
DRAWN: M ND. lav
F.A. 08-00498 D i;8 CR10 a N
scut na ` NTS 02/23/09 3 OF 10 1j1«\
1/2- MIN.
EDGE DISTANCE
10 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
VERTICAL CROSS SECTION
WOW FRAMING OR 2X BUCK INSTALLATION
NOTES.
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARl11:
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN A000Ra4NCE WUH ASTM E2112
SET IN
APPROVED SEALANT
MIN.
RENT
MIN.
cu%,c uSTANCE
10 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
REVISONS
1 3/8" MIN.
W000 FRAMING EMBEYMENT
APPROVED
OR 2X BUCK
03/05/12 R.L.
BY OTHERS
10/29/13 R.L.
ADDED FLANGE AND FIN INSTALLATIONS
1/4"
MAX.
RL
REVISED INSTALLATION DETAILS
SHIM
R.L.
X10 WOOD
SPACE 1 3/8" MIN
SCREW
EMBEDMENT
1/2" MIN.
EDGE DISTANCE
EXTERIOR INTERIOR
L
10 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
VERTICAL CROSS SECTION
WOW FRAMING OR 2X BUCK INSTALLATION
NOTES.
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARl11:
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN A000Ra4NCE WUH ASTM E2112
SET IN
APPROVED SEALANT
MIN.
RENT
MIN.
cu%,c uSTANCE
10 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
REVISONS
DESCAIP110N DATE APPROVED
ADDED CHARTS 03/05/12 R.L.
REVISED PER NEW TESTING 10/29/13 R.L.
ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 RL
REVISED INSTALLATION DETAILS 07/30/15 R.L.
1/4" MAX.
SHIM SPACE
INTERIOR
C EXTERIOR
JAMB INSTALLATION DETAIL
WOW FRAMING OR 2X BUCK INSTALLATION
MI WINDOWS AND DOORS LLC
1900 LAKESIDE PARKWAY
FLOWER MOUND, TX 75028
SERIES 420 SGD
96" X 80" NON—REINFORCED
FRAME INSTALLATION DETAILS
DRAWN DWG NO
F.A. 08-00498
ZAU NTS 1 0A7 02/23/09 1 5"ET4 OF 10
SIGNED: 10/22/7015
METAL
STRUCTURE
BY OTHERS
10 SMS OR
SELF DRILLING
SCREW
METAL
STRUCTURE
BY OTHERS
3/4' MIN.
EDGE DISTANCE
p
1/4' MAX.
Iq ® r SHIM SPACE
10 SMS OR
SELF DRILLING
SCREW
EXTERIOR II II II II INTERIOR
SILL TO BE SET IN
I BED OF
IPPROVED SEALANT
3/4' MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
I. INTERIOR AND EXTERIOR KNISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
I-
3/4- IAII
EDGE DISTA
L
10 SMS OR
SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS
REVISWNS
DESCRIPMN DATE APPROVED
ADDED CHARTS 03/05/12 R.L.
REVISED PER NEW TESTING 10/29/13 R.L.
ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.I.
REVISED INSTALLATION DETAILS 07/30/15 R.L.
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
MI WINDOWS AND DOORS LLC
1900 LAKESIDE PARKWAY
FLOWER MOUND, TX 75028
SERIES 420 SGD
96" X 80" NON -REINFORCED
FRAME INSTALLATION DETAILS
DRAWN: DwG NO
F.A. 08-00498
SCALE NTS DAT' 02/23/09 5"m5 OF 10
SIGNED: 10222015
RAA;
Vdroog.P.. .4,
3/16' TAPCON
MASONRY/
CONCRETE
BY OTHERS
EXTERIOR II II II II INTERIOR
SILL TO BE SET IN
A BED OF APPROVED SEALANT
y 1 1/4" MIN.
4 EMBEDMENT
VERTICAL CROSS SECTION
CONCRETE,UASONRY INSTALLATION
2 1/2" MIN.
EDGE DISTANCE
REWSWNS
DESCRIPTION
2 1/2" MIN. I APPROVED
EDGE DISTANCE 03/05/12
e 1 1/4" MIN.
aEMBEDMENT
CONCRETE/
MASONRY
1/4" MAX. BY OTHERS rL SHIM SPACE
OPTIONAL
1X BUCK
TO BE
PROPERLY
SECURED
SEE NOTE 3
SHEET 1
3/16" TAPCON
3/16' TAPCON
MASONRY/
CONCRETE
BY OTHERS
EXTERIOR II II II II INTERIOR
SILL TO BE SET IN
A BED OF APPROVED SEALANT
y 1 1/4" MIN.
4 EMBEDMENT
VERTICAL CROSS SECTION
CONCRETE,UASONRY INSTALLATION
2 1/2" MIN.
EDGE DISTANCE
REWSWNS
DESCRIPTION DATE I APPROVED
ADDED CHARTS 03/05/12 R.L.
REVISED PER NEW TESTING 10/29/13 RL
ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R L
REVISED INSTALLATION DETAILS 07/30/15 R.L
1 1/4" MIN.
EMBEDMENT
1/4* MAX.
2 1/2" •'v I SHIM SPACE
MIN. •' I INTERIOR
EDGE
DISTANCE
3/16" TAPCON
CONCRETE/MASONRY DBYOTHERS
o '
o ' '
EXTERIOR
OPTIONAL IX BUCK JAMB INSTALLATION DETAIL
TO BE PROPERLY CONCRET6411ASONRYINSTALLATION
SECURED
SEE NOTE 3 SHEET 1
NOTES.
i. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WTTN ASTM E2112
MI WINDOWS AND DOORS LLC
1900 LAKESIDE PARKWAY
FLOWER MOUND, TX 75028
SERIES 420 SGD
96" X 80" NON—REINFORCED
FRAME INSTALLATION DETAILS
DRAWN: Dwc NO
F.A. 1 08-00498
SME NTS DATE 02/23/09 ISHEa6 OF 10
SIGNED: 10/72/2015
CENS.9iA
WOOD FRAMING 1/2" MIN.
OR 2X BUCK EDGE DISTANCE
BY OTHERS
g10 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1 3/8" MIN.
EMBEDMENT 1 3/8" MIN.
EMBEDMENT
SHIM SPACE
APPRWFD
ADDED CHAR15
T-
1MIN.
R.L.
EDGE DISTANCE
X10 WOOD
SCREW I
EXTERIOR INTERIOR
A10 WOODSSCREWWS
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 WTTH ASTM E2112
3E SET IN
F APPROVED SEALANT
MIN.
WENT
MIN.
cwc DISTANCE
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1 /4" MAX.
SHIM SPACE
KVISK s
DESCFdpIION DATE APPRWFD
ADDED CHAR15 03/05/12 R.L.
REVISED PER NEW TESTING 10/29/13 R.L.
ADDED FLANGE AND FTN INSTALLATIONS 12/06/13 R.L.
REVISED INSTALLATION DETAILS 07/30/15 R.L.
INTERIOR
k__ EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
MI WINDOWS AND DOORS LLC
1900 LAKESIDE PARKWAY
FLOWER MOUND, TX 75028
SERIES 420 SGD
96" X 80" NON—REINFORCED
FLANGE INSTALLATION DETAILS
DRAWN: .71a
F.A. 08-00498
c" NTS a" 02/23/09 s"M7 OF 10
SIGNED. 10/722015
LR I '
L;.
9iP
3/4" MIN.
EDGE DISTANCE
METAL
STRUCTURE
BY OTHERS
10 SMS OR
SELF DRILLING
SCREW
METAL
STRUCTURE
BY OTHERS
EXTERIOR
1/4" MAX.
SHIM SPACE
10 SMS OR
SELF DRILLING
SCREW
INTERIOR
ILL TO BE SET IN
k BED OF
APPROVED SEALANT
3/4" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLA WIN
NOTES:
1. INTERIM AND EXTERIOR KNISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH AST W E2112
T-
3/4" M11
EDGE DISTA
L
10 SMS OR
SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS
W
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
MI WINDOWS AND DOORS LLC
1900 LAKESIDE PARKWAY
FLOWER MOUND. TX 75028
SERIES 420 SGD
96" X 80" NON—REINFORCED
FLANGE INSTALLATION DETAILS
F.A. 1 08-00498
sone NTS °"TE 02/23/09 s"M8 OF 10
SIGNED: i 2MI5
RENSONS
REV DESCRMON are APPROVIM
A ADDED CHARTS 03/05/12 R.L.
8 REVISED PER NEW TESTING 10/29/13 R.L
C ADDEO FLANGE AND FIN INSTALLATIONS 12/06/13 R.L.
D REVISED INSTALLATION DETAILS 07/30/15 R.L.
W
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
MI WINDOWS AND DOORS LLC
1900 LAKESIDE PARKWAY
FLOWER MOUND. TX 75028
SERIES 420 SGD
96" X 80" NON—REINFORCED
FLANGE INSTALLATION DETAILS
F.A. 1 08-00498
sone NTS °"TE 02/23/09 s"M8 OF 10
SIGNED: i 2MI5
CONCRETE/
MASONRY
BY OTHERS
OPTIONAL
1X BUCK
TO BE
PROPERLY
SECURED
SEE NOTE 3
SHEET 1
3/16" TAPCON
MASONRY/
CONCRETE
BY OTHERS
2 1/2" MIN.
EDGE DISTANCE
a
1 1/4" MIN.
EMBEDMENT
1/4" MAX.
SHIM SPACE
n
3/16" TAPCON
EXTERIOR LLJJ LLJJ INTERIOR
SILL TO BE SET IN
A BED OF
APPROVED SEALANT
e, 1 1/4 MIN.
a' EMBEDMENT
a
d'
O ..'1'•
VERTICAL CROSS SECTION
COINCRET154MS 1NRYINSTALLATTCN
2 1/2" MIN.
EDGE DISTANCE
REVISIONS
REV DESCRIPIgN DATE IPPR&"
A ADDED CHARTS 03/05/12 RL
B REVISED PER NEW TESTING 10/29/13 R L.
C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L.
D REVISED INSTALLATION DETAILS 07/30/15 RL
1 1/4" MIN
EMBEDMENT
r 1/4" MAX.
I r SHIM SPACE
2 1/2* I INTERIORMIN.N.
EDGE
DISTANCE ,
3/16" TAPCON L
CONCRETE/MASONRY °
BY OTHERS
EXTERIOR
OPTIONAL IX BUCK JAMB INSTALLATION DETAIL
TO BE PROPERLY CONCREIEANASONRYINSTALLATION
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 E2112
MI WINDOWS AND DOORS LLC
1900 LAKESIDE PARKWAY
FLOWER MOUND, TX 75028
SERIES 420 SGD
96" X 80" NON—REINFORCED
FLANGE INSTALLATION DETAILS
DRAwN: owD No
F.A. 08-00498
NTS JDATE 02/23/09 5iEL"9 OF 10
REV
D
SIGNED., 1012212015
1/4" MAX
SHIM SPACE
WOOD FRAMING ^
BY OTHERS
18 WOOD
DSCREWINTERIOR
1/4 -
IN. DMIN.
FOMENT
EALANT
FIN EXTERIOR
EMB
APPROVED S
BEHIND
7/16 IN
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
PROPERLY SECURED
3/16' TAPCON
EXTERIOR PANEL INTERLOCK
REVISIONS
HOOK STRIP INSTALLATION
REV DESCRIPTION DATE APPROVED
A ADDED CHARTS 03/05/12 R.L.
B REVISED PER NEW TESTING 10/29/13 RL
C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L.
D REVISED INSTALLATION DETAILS 07/30/15 R.L.
1 5/8" MIN.
EDGE DIST.
TRIM
1 1/4' MIN.
INTERIOR
WOOD
EMBEDMENT
MASONRY/CONCRETE
BY OTHERS
SCREW FRAMING TRIM
1X BUCK BY OTHERS,
HOOK STRIP 1X BUCK TO BE
PROPERLY SECURED
3/16' TAPCON
EXTERIOR PANEL INTERLOCK
HOOK STRIP INSTALLATION
1/2" MIN. MASONRYA:ONCRETE
APPROVED SEALANT 2X BUCK OR EDGE DISTANCE
BEHIND FIN 1 1/4" MIN. WOOD FRAMING
EMBEDMENT BY OTHERS METAL STRUCTURE
EDGE
3/4" MIN
DISTANCE
8 WOOD WOOD BY OTHERS
SCREW FRAMING TRIM
BY OTHERS
1 3/8' MIN.
TRIM
1/4 MAX'
INTERIORSHIMSPACE
EMBEDMENT
7/16" MIN J
INTERIOR
EDGE DISTANCE HOOK STRIP
10 WOOD
HOOK STRIP tINTERLOCKDSCREW
PANELSCREW
S#10CR SEIf DRILLING
EXTERIOR INTERLOCK PANEL
EXTERIOR
EXTERIOR INTERIOR HOOK STRIP INSTALLATION
2X BUCK/WOOD FRAMING HOOK STRIP INSTALLATION
METAL STRUCTURE
SIGNED: 10/222015
MI WINDOWS AND DOORS LLCw1900LAKESIDEKWAY
WOOD FRAMNGOR2XBUCK INSTALLATON FLOWER MOUND, TXR750 8 GEN,g',yi
FOR SILL INSTALLATION SEE SHEETS 4.9.
SERIES 420 SGD it
NOTES.
96" X 80" NON—REINFORCED
1. INTERIOR AND EXTERIOR FINISHES, BYOTMERS FIN AND HOOK INSTALLATION DETAILS TAT;OFNOTSHOWNFORCLARRY0• ,{4
2. PERIMETER AND OTHERS TOBE DRAW DWG NO REV
8'.'OR1C•0;` DESIGNED INA OLIORDMICEWITHASIME?112 08 D
nA S" 90 iBi6NA i1`` scALE NTS 02 23/09 OF 10
1-1
36' MAX.
FRAME WIDTH
IJ_
4' MAX.
ANCHORS TO BE
T__
EQUALLY SPACED. SEE
ANCHOR CHART
SHEET 1 FOR UN17 \
SIZE AND ANCHOR
CUANTITY L O 84' MAX.
FRAME
HEIGHT
r
X
i
4' MAX.
ti
SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
40.0/-50.OPSF NONE
Number o/ anchors
required DAN aaM jamb
Heightl
On) 1
Panel wldlh 0n)
24.0 3" 136.0
24.0 2 2 2
0.0 2 2 2
36.0 3 3 3
4" 3 3 3
48.0 3 3 3
4.0 3 3 4
60.0 4 4 4
66A 4 4 4
72.04 4 5
76A 1 4 5
64.0 4 5 5
I IABLE OF CONTENT;
I SHEET NO.1 DESCRIPTION
ELEVATIONS, AtICHORING LAYOUTS AND NOTES
2 - 3 1 INSTALLATION DETAILS
aEVKiDtiS
OESCRiPi1Dl1 DATE I .WFROAD
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) 1Y. 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 RIGID PVC.
6) SASH UNITS MUST BE REINFORCED WITH CVL -451-020 STEEL REINFORCEMENT.
MEETING RAILS MUST BE REINFORCED WITH RF -1045-020 STEL REINFORCEMENT.
7) UNITS MUST BE GLAZED PER ASTM E1300-04.
8) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
9) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.
SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM
STACK TO BE 1/4".
10) FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPC014S WITH SUFFICIENT
LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
INSTALLATION DETAILS.
11) FOR ANCHOkING INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREW WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 3/16' MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHO'NN IN ELEVATICNS ANT' ;NSTALLATION
DETAILS.
12) ALL FASTENERS TO BE CORROSION: RESISTANT.
13) INSTALLATION ANCHORS SHALL BE INSTALLED 114 ACCORDANCE WHIM ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS. A14D 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).
SIGNED. 10/21/2011
DOOERSM650IWDOWESTM ITLro+',
KED
v
tp GRANTZ, PA 17030-0370 vJ•GENg*
0 1 #= SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW
STEEL REINFORCED NON—IMPACT 36" X 84
ELEVATIOON,, ANCHORING LAYOUT AND NOTES O G4AT OQ k
GQr` DkAAW 0.'C nD. acr
V.L.. 08-'01372
DArNTS 10/17/11 1 OF 3
2X BUCK/P:OOD FRAMING
BY OTHERS. 2X BUCK TO
BE PROPERLY SECURED
FLANGE TO BE 8
SET IN BED OF 1/4' MAX.
APPROVED SEALANT SHIM
0
HEAD TO BE SET
IN A BED OF APPROVED
CONSTRUCT ION SELANT
DESG9 7TgM Dir I APPROAD
1 3/16" MI4. 1/4' MAX.
EMBEDMENT SHIM
r #8 WOOD SCREW
INTERIOR
2X BUCK/WOOD FRAMING
EXTERIOR 1 INTERIOR
BY
BE PROPERLY SECURED
SILL TO BE SET IN
0 BED OF APPROVED
1
C014STRUC71ON ADHESIVE
FLANGE TO BE U
1/4' MAX.
SET IN BED OF Com'_ SHIM
INdAPPROVEDSEALf I\
r
2X BUCK/WOOD FRAMING J
BY OTHERS. 2X BUCK TO VERTICAL CROSS SECTION
BE PROPERLY SECURED 2X8UCX4V0ODFRAWNGINSTALLATION
EXTERIOR
FLANGE TO BE
SET IN BED OF
4PPR0'JED SEALANT HORIZONTAL CROSS SECTION
2X SUCKAVOOD FRAMWG INSTALLATION
NOTE: INTERIOR AND EXTERIOR FINISHES. BY OTHERS.
NOT SHOWN FOR CLARITY.
KND DAETOORSM650o4j, RKESTEET
GRANTZ, PA 17030-0370 r••GEN,p •,p
0 LSERIES3540FINLESSPVCSINGLEHUNGWINDOW
STEEL REINFORCED — NON—IMPACT 36" X 84
u INSTALLATION DETAILS AT OF oi
i• QR10'
Z/i ONA
lt
6\``
DMAWW. D t ra, Rev
V.L. 08-01372
areFZZNTS 10/17/11 2 OF 3
MASONRY/CONCRETE
BY OTHERS
OP710WAL 1X BUCK BY
OTHERS. 1X BUCK TO BE
PROPERLY SECURED. SEE
NOTE 3 SHEET 1
FLANGE TO BE
SETIN BED OF
APPROVED SEALANT
EXTERIOR
FLANGE TO BE
SET114 BED OF
APPROVED SEALANT
OPTIONAL 1X BUCK BY
OTHERS, I BUCK TO BE
PROPERLY SECURED SEE
NOTE 3 SHEET 1
l
1/4- MAX.
SHRs
HEAD TO BE SET
IN A BED OF APPROVED
CONSTRUCTION SEALANT
INTERIOR
z
SILL TO BE SET IN
BED OF APPROVED
CONSTRUCTION ADHESIVE
4' MAX.
SHIM
VERTICAL CROSS SECTION
MASONRYAbNCRETE INSTALLATION
RDImms
NCS DMCRVWIJ DATE I AWRWIZ
1 1/4" MIN. 1/4" MAX.
EMBEDMENT SHIM
MASONRY/CONCRETE
3/16' TAPCON
BY OTHERS
tTERIOR
2 5/8' MIN.
EDGEI DIST,
1
1
OPTIONAL IX BUCK BY EXTERIOR
OTHERS, IX BUCK TO BE
PROPERLY SECURED. SEE FLANGE TO BE
NOTE 3 SHEET 1 SV IN BED OF
APPROVED SEALANT
HORIZONTAL CROSS SECTION
MASONRYX&XRETE INSTALLATION
MASONP.Y/CONCRETE NOTE: INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
BY OTHERS NOT SHOWN FOR CLARITY.
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRANTZ, PA 17030-0370
SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW
STEEL REINFORCED — NON—IMPACT 36" X 84
INSTALLATION DETAILS
UUMI:. Dwt Na P.0
V.L. 08-01372 -
C"L' NTS I D"IL 10/17/11 s"m3 OF 3
8R'9 i
0 6 • 4TATiVOF
Certificate of Authorization No. 29824CREEK17520EdinburghDr
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813) 480-3421
EVALUATION REPORT FLORIDA BUILDING CODE 6" EDITION (2017)
Manufacturer: ALUMINUM COILS, INC. Issued December 14, 201:
5001 West Knox Street
Tampa, FL 33634
813) 249-9743
www.aluminumcoilsinc.com
Manufacturing: Tampa, FL
Ouallty Assurance: PRI Construction Materials Technologies (QUA9110)
SCOPE
Category: Panel Walls
Subcategory: Soffits
Code Sections: 1404.5.1, 1709.10
Properties: Wind Resistance
REFERENCES
in-t-ity Report No. Standard Year
Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009
Cert.fied Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009
PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009
PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009
PRI Construction Materials Technologies (TST5878) ACIX-008-02-01 AAMA 1402 2009
LIMITATIONS
1. This report is not for use in the HVHZ.
2. Design wind loads shall be determined in accordance with FBC Section 1609.
3. Soffits shall be labeled in accordance with FBC Section 1709.10.
4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and FBC compliant installation detail shall prevail.
5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2.
6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall
be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the
minimum load resistance for the project requirements.
7. All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
ALC15001.4 FL12194-117 Page 1 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.
0 CREEK ALUMINUM COILS, INC
Soffits
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTIONS
3/8" F -Channel Preformed nominal 0.016 -inch thick, 3105 H-14 aluminum F -channel. See Appendix D for
dimension drawings.
3/8" J -Channel Preformed nominal 0.016 -inch thick, 3105 H-14 aluminum J -channel. See Appendix D for
dimension drawings.
Fascia Preformed nominal 0.019 -inch thick, 3105 H-14 aluminum fascia. See Appendix D for
dimension drawings.
16" 04 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit panels provided in 16-
inch sections. The reported net free ventilation areas are 22.3 int/lin.ft. for the 'full vent'
configuration and 11.1 int/lin.ft. and for the 'center vent' configuration. See Appendix D for
dimension drawings.
12" T4 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit panels provided in 12 -
inch sections. The reported net free ventilation areas are 12.5 int/linft for the 'full vent'
configuration and 4.2 inZ/lin.ft. for the 'center vent' configuration. See Appendix D for
dimension drawings.
ALC15001.4 FL12194-R7 Page 2 of 3
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES. LLC
COMPLIANCE STATEMENT
ALUMINUM COILS, INC
Soffits
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 61h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
RIIP i
C E N SF
No 74021
o;
STATE OF
c<
OR OPGN
v:
5,,
0 N
I %,1 ,
CERTIFICATION OF INDEPENDENCE
2017.12.14
16:21:34
05'00'
Zachary R. Priest, P.L.
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.
zcheiI R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
APPENDICES
1) APPENDIX A — Approved Systems (11 pages)
2) APPENDIX B —Installation Drawings (19 pages)
3) APPENDIX C — Design Wind Loads(4 pages)
4) APPENDIX D — Dimension Drawings (4 pages)
ALC15001.4 FL12194-R7 Page 3 of 3
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
APPROVED SYSTEMS
ALUMINUM COILS, INC
Soffits
Appendix A
The following notes shall be observed when using the assembly tables below.
1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1.
2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below.
3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected ussernbiy.
4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system.
5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.v. = 0.42) 2x lumber. Substrate aiiachiment shali be dcsigncd by o!he.s
in accordance with FBC requirements to meet the minimum design requirements for the project.
6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with
FBC requirements to meet the minimum design requirements for the project.
7. Typical fastening details are as follows:
a. 12"T4 Soffit— 12 -inch o.c.
Fastener Fastener
Location Location
1 i
b. 12" T4 Soffit — 4 -inch o.c.
Fastener Fastener Fastener Fastener
Location Location Location Location
c. 16" Q4 Soffit —16 -inch o.c.
Fastener Fastener
Lotion Lo tion
V
ALC 15001.4 FL12194-R7 Page 1 of 11
This evaluation report is provided for State of Florida product approval under Rule 61,G20-3. 7,3 manufacturer shad rot:P; CREEK Tcchnical S3rvicas, LLC c: a,:; change S
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, rccemmended Lia, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
d. 16"Q4 Soffit —8 -inch o.c.
Fastener
Location
I,- --
Fastener
at
12J-# _ Approved_ Systems for 12 -inch Soffit Span with J -Channel and Fascia Cap -
i2JJ-# _J Approved Systems for 12 -inch SoffitSpan with J -Channel at Wall and Eave
J4 Approved Systems for 14 5 -inch Soffit Span with J -ChannelIat Wall and Eave
ioF: f Approved Systems_for 16 -inch Soffit Span with F -Channel and Fascia Cap
N
j i6J if __ Approved Systems for 16 -inch Soffit Span with J -Channel and Fascia Cap
j 10"JJ-# Approved Systems for 16 -inch Soffit Span with_J-Channel at Wall and Eave
2T-# _j Approved Systems for 22.5 -inch Soffit Span with J _Channel at Wall and Eave -
i SMF I Aooroved Svstems for 24 -inch Soffit Soan with F-Channeland FasciaCap
System Panel _!
No. Width
Substrat
e
10.5JJ-1
Max' I Wood
16 -inch 1!
Apprevcd Systems for Maximum 10.5 -inch Soffit
Wall Connection
Fastener
Location
11.,l
with J -Channel at Wall and Eave
Eave Connection
ALUMINUM COILS, INC
Soffits
Appendix A
MDP
pso
J -Channel J -Channel
Substrate
Attachment Attachment
Three (3) 18 ga.1/4-inch crown x 1 -inch leg staples in Three (3) 18 ga.1/4-inch crown x 1 -inch leg staples indiamondpatternspaced24 -inch o.c. securing diamond pattern spaced 24 -inch o.c. securingJ -Channel to joists; Wood J -Channel to joists; *59.8
One (1) 18 ga.1/4-inch crown x 1 -inch leg staples One (1) 18 ga.t/4-inch crown x 1 -inch leg staples locatedlocatedinthehorizontallegoftheJ -Channel spaoea in the horizontal leg of the J -Channel spaced 12 -inch o.c. 12 -inch o.c.i = _
ALC15001.4 FL12194-R7 Page 2 of 11
r::Ga' 'ts pr.-Mc:c9 ' State of Florida product approval under Ruie 61 G20.3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
qu3i:ty assurance ch&ogei :;iroug:laui the .duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for Maximum". 2 -inch Soffit Span with J-.^_ :1*nr+e! ind ?-c!^ "- =
System
No.
Panel
Width
Wall Connection
Approved Systems for Maximum 12 -inch Soffit Span with F -Channel and Fascia Cap
T
Wall Connection Eave Connection
Substrate
J -Channel
System Panel
Pane
MOP
No. Width
y _ _
I pso
One (1) min. #8 x 1/2 -inch
Substrate
F -Channel
Substrate Pantri Attachment
Fascia Can
long x 3!8 -inch head diameter Wood 1/4 -ins
Attachment
One (1) min3/8-inch head dia nail,
pattern spaced 24-
Attachment —
I
One (1) min. 1 3/4 -inch long x
I
spat
12F-1
Max.
Wood min. 1 25 -inch embedment spaced Wood.
One (1) min. 3/8 x 3/8 -inch crown 0.072 -inch dia. x min. 3/16-
t40
16 -inch
24 -inch o.c.
staple spaced 16 -inch o.c. inch head dia trim nail
spaced 36 -inch o.c.
One (1) 14 ga. 5/8 -inch long T nail or One (1) min. 1 3/4 -inch long x
12F-2
Max.
Masonry 9 ga., min. 5/8 -inch long Stub Nail Wood
One (1) min. 3/8 x 3/8 -inch crown 0.072 -inch dia. x min. 3/16 -
24016inchwith3/8 -inch diameter head spaced staple spaced 16 -inch o.c. inch head dia. trim nail
8 -inch o.c spaced 36 -inch o.c.
Max.
Three (3) min. 3/4 -inch x 1/4 -inch One (1) min 3!4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long x
0.072 -inch dia. x min. 1!4 -inch 48
12F-3
16 -inch
Wood crown staples in diamond pattern Wood crown staple spaced 8 -inch o c.
head dia. trip nail spaced 48- 64.2
spaced 24 -inch o.c. and securing each panel lap inch o.c._
One (1) 14 ga. 5/8 -inch long T nail or One (1) min 3/4 -inch x 1!4 -inch One (1) min. 1 3/4 -inch long x
12F-4
Max.
Masonry 9 ga., min 5/8 -inch long Stub Nail Wood crown staple spaced
0.072 -inch dia. x min. 1/4 -inch 48
16 -inch with 3/8 -inch diameter head spaced
and securing each paAnel lpanellapp head dia. trip nail spaced 46- 64.2
8 -inch o.c. inch o.c.
Approved Systems for Maximum". 2 -inch Soffit Span with J-.^_ :1*nr+e! ind ?-c!^ "- =
System
No.
Panel
Width
Wall Connection
Substrate
J -Channel
Panel Attachment Substrate Pane
Attachment
Three (3) minr3/4-
inch x 1/4 -inch crown
One (1) min. #8 x 1/2 -inch
One (1
12J-1
Max.
Wood stales in diamondp long x 3!8 -inch head diameter Wood 1/4 -ins
16-inch
pattern spaced 24-
screw spaced 16 -inch o.c.
spat
inch o.c. _ connecting soffit to J-channei
Eave Connection I MDP
pso
I Attachment Fascia Cap
Attachment
min 3/4 -inch x One (1) min. 1 3/4 -inch long x I
h crown staple
0.072 -inch dia. x min. 1/4 -inch +48
ad 8 -inch o.c. head dia. trip nail spaced 48- ( -64.2
inch o.c.
I
ALC 15001.4 FL 12194-R7 _ _ _ Page 3 of 11
This evaluation report is provided for State of Flc:ida ;product appro:a; urver Buie 6 iG2%-v. T.: r:anJfc3ctu.rc.
quality assurance changes throughout the duration for which this report is valid. This evaluation report rices r,at express r:or ;mpiy ,.var:>n;y. ;nstaliai;en, "e, o: ".er
product attributes that are not specifically addressed herein.
CREEK
TECI IlVICAL SERVICES, LLC
Ap;xcv_d Sysiemc for fv%ximufr: 12 -inch Soffit
MDP
Wall Connection
System Panel
No. IWidth
FIThree (3) 18 ga.1/4-inch crown x 1 -inch leg staples in
diamond pattern spaced 12 -inch o.c. securing
Substrate
J -Channel
One (1) 18 ga.1/4-inch crown x 1 -inch leg staple securing
I
the nailer of each female lock or spaced 16 -inch o.c,
Attachment
securing each panel lap
I Three (3) 18 ga.1/4-inch crown x i -inch leg staples in
diamond pattern spaced 24 -inch o.c. securing
12JJ 1
Max. I Wood
J -Channel to joists;
16 -inch i One (1) 18 ga.1/4-inch crown x 1 -inch leg staples
i located in the horizontal leg of the J -Channel spaced
I l 12 -inch o.c.
r
ALUMINUM COILS, INC
Soffits
Appendix A
Span with J -Charnel at Wall and Eave
Eave Connection
MDP
pso
Substrate
J -Channel
Attachment
FIThree (3) 18 ga.1/4-inch crown x 1 -inch leg staples in
diamond pattern spaced 12 -inch o.c. securing
Wood J -Channel to fascia; 70
One (1) 18 ga.1/4-inch crown x 1 -inch leg staple securing 60
the nailer of each female lock or spaced 16 -inch o.c,
securing each panel lap
c:cds!en :c'f t'.5 ioch S,_,fflt 'laanwRh.?-Channel at Wall and Eave
I Wall Connection Eave Connection
System I Panel_ MDP
No. I Width I - - - - - " -- ----- - - - _ __ .. (psf)
J -Channel J -Channel
Substrate Substrate
I Attachment Attachment
Three (3) 18 ga.1/4-inch crown x 1 -inch leg staples in ( I Three (3) 18 ga.1/4-inch crown x 1 -inch leg staples indiamondpatternspaced24-incn o.c securing
J -Channel to joists; diamond pattern spaced 24 -inch o.c. securingMax.
14.5JJ-1
16 -inch
Wood
One (1) 18 ga 1/4 -inch crown x 1 -inch leg staples
Wood J -Channel to joists, *43.3
located in the horizontal leg of the J
n
hannel spaced One (1) 18 ga.1/4-inch crown x 1 -inch leg staples located
12 -inch o.c, in the horizontal leg of the J -Channel spaced 12 -inch o.c.
ALC15001.4 FL12194-R7 Page 4 of 11
i: r:,' 1 Yi :... _ :.: C' M a ;'iGG 1 k::lk:=i n':: 1'1 G:2;' . The noz-,u`a;;tuie; small notify CREEK Techni:,aI Services, LLC of any product changes or
y , _ 1h.-, •J,.:Wior, ior'- ;rich th;s icp r: IS va?;'J Thi;, evaivaiiora repc-; doss not e.%press ror imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
Aunroved Systems for Maximum 16 -inch Soffit Soan viiiii F -Channel and Fascia Cau
ALUMINUM COILS, INC
soffits
Appendix A
3
3
6
6
3
3
ALC15001.4 FL12194-R7 Page 5 of 11
This evaluation report is provided for State of Flc^da product a;tp:ovc: u ::ar Ruta E i G2"-3. 7:.:; hal: ;.ci: vi= -',< Tec! visa: _ . '_LCLC
y'uallty assurance changas thrcughout the :1=1;o:i'or w;i1ch flab .:1:Cr, 6 va:;.d. Th,s ..:Jdi.vii , UR Gi.. iyi 3 riUr `", : ...., ,, alSla; _ .,,...:.,:c•j __ ...._.
product attributes that are not specifically addressed herein.
Wall Connection Eave Connection
System Panel
No. Width t (ps
F -Channel
Substrate Substrate Pa.:.;i ,+ii3Chmeni
Fascia Can
Attachment
One (1) 14 ga. 5/8 -inch long T nail or
I Attachment
One (1) 18 ga. 1/4 -inch crown x
One (1) min. 1.75 -inch x
0.072 -inch diameter
j
16F-1
Max. 9 ga., min. 5/8 -inch long Stub NailMasonry 1 -inch leg staple spaced max. Wood finishing nail with min. 3/16- t53
12 -inch with 3/8 -inch diameter head spaced 4 -inch o.c and securing each inch head spaced
max. 8 -inch o.c. panel lap 12 -inch o.c.
One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x,I
Max.
Three (3) 18 ga. 114 -inch crown x 1- 0.072 -inch diameter
1 -inch lea staple spaced max. 16F-2
12 -inch
Wood inch leg Maples in diamond paiiern Wood
4 -inch o c. and securing each finishing nail with min. 3; ? 6- t53
spaced t6 -inch o c. inch head spaced
panel lap 12 -inch o.c.__
One (1) 14 ga. 5/8 -inch long T nail or One (1) min 3/8 inch x 3/8 -inch I One (1) min. 1 3/4 -inch long
16F-3
Max.
Masonry 9 ga ,min. 5/8 -inch long Stub Nail Wood crown staple spaced 16 -inch
x 0 072 inch dia. x min.
t25
16 -inch with 3/8 -inch diameter head spaced 3116 -inch head dia. trim nail
8 -inch o.c.
O.C. I spaced 36 -inch o c.
1'3/4 -inch longIOne (1) min.
inchMax.
One (1) 3/8-inchhead dia. nail, min. I One (1 ) min 3/8 -inch x 3/8 -inch I x 0.072 dia. x min. i16F-4 16 -inch
Wood 1.25 -inch embedment spaced 24- tNuou, crown .tat,:e spaced i6 -i; dl 116 -inch head dia trim Wait
t25
inch o.c.
Three (3) min. 3/4 -inch x i!4 -inch
I - O.C. i spaced 36 -inch o.c.
One (1) min. 1 3/4 -inch icng
I
I
I 16F-5
Max.
Wood crcwn staples in diamond pa!iern Wood
One (1) min 3/4 -inch x 1/4 -inch x 0 072 -inch dia x min. 1/v- t2'
16 -inch
spaced 24 -inch o.c
crown staple spaced 8 -inch o.c. inch 'lead dia trip rat! 36
I
One (1) 14 ga. 5/8 -inch long T nail or One (1) 18 ga. 1/4 -inch crown x
I spaced 48 -inch o.c.
One (1) min. 1.75 -inch x
0 072 -inch diameter
I
I
16F 6
Max.
Masonry 9 ga., min 5/8 -inch long Stub Nail Wood 1 -inch leg staple spaced 4 -inch finishing nail with min. 3/16- t43
16 -inch with 3/8 -inch diameter head spaced o.c and securing each paiiet inch head spaced
8 -inch o.c. lap
One (1) 18 ga. 1/4 -inch crown x
16 -inch o.c. _
One (1) min 1.75 -inch x
Max.
Three (3) 18 ga. 1/4 -inch crown x 1-
1 -inch lea staple spaced 4 -inch
0.072 -inch diameter
16F-7
16 -inch Wood inch leg staples in diamond pattern Wood
o c and securing each pane;
finishing nail with min 3%16- t43
spaced 16 -inch o.c.
lap
inch head spaced
116-inch-o.c.-
3
3
6
6
3
3
ALC15001.4 FL12194-R7 Page 5 of 11
This evaluation report is provided for State of Flc^da product a;tp:ovc: u ::ar Ruta E i G2"-3. 7:.:; hal: ;.ci: vi= -',< Tec! visa: _ . '_LCLC
y'uallty assurance changas thrcughout the :1=1;o:i'or w;i1ch flab .:1:Cr, 6 va:;.d. Th,s ..:Jdi.vii , UR Gi.. iyi 3 riUr `", : ...., ,, alSla; _ .,,...:.,:c•j __ ...._.
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
System Panel
No. I Width
I
16.11 I Max.
I16 -inch
System
No.
16JJ-1
16JJ-2
3,iiters foe Maximum, 16 -inch Soffit Span with J -Channel and Fascia C
Wall Connection Eave Connection
ALUMINUM COILS, INC
Soffits
Appendix A
Substrate
J -Channel
Substrate Panel Attachment Fascia Cap
Attachment Attachment
Three (3) min. 3/4 -inch x 1/4 -inch -
One (1) min. 1 3/4 -inch
Wood crown staples in diamond pattern Wood
One (1) min 3/4 -inch x 1/4 -inch long x 0 072 -inch dia. x
spaced 24 -inch o.c.
crown staple spaced 8 -inch o.c. min 1/4 -inch head dia. trip
a- - - -- - _ - - -- -- - =
nail spaced 48 -inch o.c.
Panel
Width
Substrate
Max. ---
16-inch
Wood
I
Max.
Wood
16 inch i I
e•.=_ . ._. .... 6 ;•t Svffil T an wif'1 J-C•)1i•!;nel at Wall and Eave
Wall Connection
J -Channel
Attachment
Three (3) 18 ga.1/4-inch crown x 1 -inch leg staples in
diamond pattern spaced 24 -inch o.c. securing
J -Channel to joists;
One (1) 18 ga.1/4-inch crown x 1 -inch leg staples
located in the horizontal leg of the J -Channel spaced
12 -inch o.c.
Three (3) '.8 ga.1/4-inch crown x i -inch leg staples in
diamond pattern spaced 24 -inch o.c. securing
J -Channel to joists;
One (i} .8 ga.1/4-inch crown x 1 -inch leg staples
located in the horizontal leg of the J -Channel spaced
12 -inch o.c.
MDP
psf)
23.5
31.4
Eave Connection
MDP
Substrate
J -Channel
Attachment
Three (3) 18 ga.1/4-inch crown x 1 -inch leg staples in
Wood diamond pattern spaced 8 -inch o.c. securing *32.7
J -Channel to fascia
Three (3) 18 ga.1/4-inch crown x 1 -inch leg staples in
diamond pattern spaced 12 -inch o.c. securing
Wood
J -Channel to fascia; +43.3
One (1) 18 ga.1/4-inch crown x 1 -inch leg staple securing -33.3
the nailer of each female lock or spaced 16 -inch o.c.
securing eachpanel tap
ALC15001.4 FL12194-R7 Page 6 of 11
undcr ,wie'.1327 .. The mznu o awrer Szhdl nctify CREEK Teconi:al Services. LLC o` any product changes or
T.: JJ. o:, J ,o" :ep": iD :z:;d. Thi: rzpor docs nct txrress nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREED ALUMINUM COILS, INC
Soffits
Appendix A
tems for Maximum_ 22.5_ -_inch Soffit Span with J -Channel at 1,110 and Save
Ilion Center Connection Eave Connection I
J -Channel
Panel Attachment Substrate
J -Channel
4ttachment Attachment
18 ga.1/4-inch crown x One (1) 18 ga.1/4-inch crown x
Approved Sys
Wall Conn
Three (3) 18 ga.1/4-inch crown
System Panel
I SubstI
P.!;achm-,nt
No. Width
1
Substrate
Three (3)
r.ch :.c. sec ring eac!1 parei lc^
Nominal 1x2
W000 secu•ing J C" nr?l'e;oisls,
8 ga.1/4-inch crown x
No.2 SYP
1 -inch le
I One (1) 18 ga.1/4-inch crown xstapleslocatedinthe
pattern
22 5JJ-1 Max.
Wood
securin.,
diameter finishing nail with min,
16 -inch
1) min. 2 25-
One (1) 1
ced 12 -inch o.c. 3/16 -inch head
spacedL
inch x 7d ring
1 -inch let
spaced 12 -inch o.c._ l
spaced 16 -inch o.c.
4 -inch o.c.
horizonta
ISpa
ALUMINUM COILS, INC
Soffits
Appendix A
tems for Maximum_ 22.5_ -_inch Soffit Span with J -Channel at 1,110 and Save
Ilion Center Connection Eave Connection I
J -Channel
Panel Attachment Substrate
J -Channel
4ttachment Attachment
18 ga.1/4-inch crown x One (1) 18 ga.1/4-inch crown x Three (3) 18 ga.1/4-inch crown
g staples in diamond 1 -inch leg staple securing the nailer
I SubstI
P.!;achm-,nt
x 1 -inch leg staples in diamond Ispaced24 -inch o.c. of each female lock or spaced 16-
1
pattern spaced 24 -inch o c IJ -Channel tc;oisls; r.ch :.c. sec ring eac!1 parei lc^
Nominal 1x2
W000 secu•ing J C" nr?l'e;oisls,
8 ga.1/4-inch crown x
No.2 SYP staple spaced
I One (1) 18 ga.1/4-inch crown xstapleslocatedintheOne (1) min. L75 -inch x 0.072 -inch I
inch crown x 1 -inch
1 -inch leg staples located in the
I leg of the J -Channel diameter finishing nail with min,
leg staples in 1) min. 2 25-
horizontal leg of the J -Channel
ced 12 -inch o.c. 3/16 -inch head
spacedL
inch x 7d ring
One (1) min. 1.75 -inch
spaced 12 -inch o.c._ l
spaced 16 -inch o.c.
4 -inch o.c.
x 0.072 -inch diameter
I
Approved Systems for Pil-axirllum 2 -4 -inch Sc -Iii F,.'ar,`--
Wall Connection i Center Ccnnectiors
System Panel
No. Width
Sc:bstrate
i
24F-1
Max.
12 -inch
Wood
Eave Ccn„ecticn
One (1) 18 ga. 1/4 -
inch crown x 1 -inch
leg staple spaced 8 -
inch o.c.
Fascia Cao
One (1) min. 1.75 -inch x
0.072 -inch diameter
finisning nail with min.
3/16 -inch head spaced
12 -inch o.c.
MDP
pso
fvfDP
pst)
80
90
ALC 15001.4 FL12194-R7 _ Page 7 of 11
This evaluation report is provided for State of Florida produc4 appro':4' ^:er Ru:e 5 : G20-'_. 71,-- r.-e::Fzi: , r,'-,Z:F. 7 . '^c1•.n.ca:
quality assurance changgss thr:.ugi,vut the duralion for A;*.ich :,,is r:,;c('.;4 :... T:i;. 's. -i,- n ,:.Grtt :•3:• ...:h, ,i,jr , ., :.a ....
product attributes that are not specifically addressed herein.
F -Channel
Batten Panel Are::iment I SubstI
P.!;achm-,nt I I
1
One (1) 18 ga.V4-:nch`
Nominal 1x2 crown x 1 -inch leg
No.2 SYP staple spaced
Three (3) 18 ga.1/4-
anchored to 12 -inch o.c. securing
inch crown x 1 -inch
rafter with one
each panel lap
leg staples in 1) min. 2 25- Wood
diamond pattern
inch x 7d ring
One (1) min. 1.75 -inch
spaced 16 -inch o.c.
shank nail
x 0.072 -inch diameter
24 -inch o.c. finishing nail with min.
3/16 -inch head spaced
4 -inch o.c.
Eave Ccn„ecticn
One (1) 18 ga. 1/4 -
inch crown x 1 -inch
leg staple spaced 8 -
inch o.c.
Fascia Cao
One (1) min. 1.75 -inch x
0.072 -inch diameter
finisning nail with min.
3/16 -inch head spaced
12 -inch o.c.
MDP
pso
fvfDP
pst)
80
90
ALC 15001.4 FL12194-R7 _ Page 7 of 11
This evaluation report is provided for State of Florida produc4 appro':4' ^:er Ru:e 5 : G20-'_. 71,-- r.-e::Fzi: , r,'-,Z:F. 7 . '^c1•.n.ca:
quality assurance changgss thr:.ugi,vut the duralion for A;*.ich :,,is r:,;c('.;4 :... T:i;. 's. -i,- n ,:.Grtt :•3:• ...:h, ,i,jr , ., :.a ....
product attributes that are not specifically addressed herein.
CREEK
TECI-it4ICAL SERVICES, LLC
System Panel
No. I Width
Lr -c
I Max.
12 -inch
prc I-J Sya,Iemcl for Mlximton 24 inch Soffit Span with F -Channel and Fascia Cap
Wall Connection Center Connection Eave Connection
L•uaUate
F-Chanriel I od;inn Panei Aiiachment Substrate
Attachment i
Panel Attachment
Wood
24F-3
12 -inch ; iviasonry
aF_r.
ALC 15001.4
Max.
16 -inch
Wood
One (1) 18 ga.1/4-inch -- - — — --
crown x 1 -inch leg
Nominal 1x2 staple spaced
One (1) mfr 1 C. No 2 S"P 12 -inch o c secunno
inch x 11 ga.
Inch crown x 1-
long Stub Nail with rafter with one Wood
anchored to each panel lap
One (1) 18 ga. 1/4-
smooth shank rafter with one
One (1) 18 ga 1/447
Wood
inch crown x 1 -inch
leg staple soaced 8-
roofing nail sraceci 1) 7d x 2.25- One (1) min. 1.75 -inch
inch o c.
16 -II ':i' ^ c. inch ring sl:ank x 0.072 -inch diameter1II nail 24 inch ox finishing nail with min.
Three (3) 18 ga.1/4-
anchored to
I3/16 -inch head spaced
One (1) 18 ga. 1/4 -
inch crown x 1 -inch
I_ 4-inc_h oc
leg staples in 1) min. 2.25-
One (1) 18 ga. 1/4 -inch
diamond pattern
inch x 7d ring
crown x 1 -inch leg i— One (1) 14 ga. 5/8- Nominal 1 x2 staple spaced
each panel lap
inch long T rail or 9 iJo.2 SYP i2 -inch o.c. secunno
One (1) 18 ga. 1/4-
ga., min. 5/8 -inch anchored to each panel lap h
3/8 -inch diameter
head spaced 6 -inch
O.C.
1) 7d x 2 25-
inch ring shank
nail 24 -inch o.c
One (1) min. 1.75 -inch
x 0.072 -inch diameter
finishing nail with min.
3/16 -inch head spaced
4 -inch o.c.
inc
leg staple spaced 8-
inch o.c.
One (1) 18 ga 1/447
crown x 1 -inch leg
Nominal 1x2 staple securing the
No.2 SYP
nailer of each female
Three (3) 18 ga.1/4-
anchored to
lock or spaced One (1) 18 ga. 1/4 -
inch crown x 1 -inch
rafter with one i6 -inch o.c. securing inch crown x 1 -inch
leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8-
diamond pattern
inch x 7d ring inch o.c and securing
spaced 16 -inch o.c.
shank nail
One (1) min. 1.75 -inch each panel lap
24 -inch o.c.
x 0.072 -inch diameter
finishing nail with min.
3116 -inch head spaced
4 -inch o.c.
FL12194-R7
ALUMINUM COILS, INC
Soffits
Appendix A
MDP
pso
Fascia Cap
Attachment
One (1) min. 1.75 -inch
0 072 -inch diameter
finishing nail with min.
3/16 -inch head spaced
12 -inch o.c.
Dine (1) min. 1.75 -inch x
0.072 -inch diameter
finishing nail with min.
3/16 -inch head spaced
12 -inch o.c
Dine (1) min. 1.75 -inch i
0.072 -inch diameter
finishing nail with min.
3/16-incn head spaced
16 -inch o.c.
80
76.6
80
76.6
80
60
Page 8 of 11
r:::: "_ C;at :' :ori'a ^: cs,jct •.; ; ?v l u ii.r R.ic ,v20 I Titc maaufa: acre: ciiall f C•Oti REFK Technical Services. LLC of any product changes or
t' :, ra 3e c - stailaticn, recommended use, or otherI'•_ 1..._•`lJt iti:.::u._:.C'.:.3 :iiCit , ,}. .:> Caa ii. 71115 c:.lt:7n curt d,.s n tek.r vSS n,,. Im;,1yK^.raflty, Ill
product attributes that are not specifically addressed herein.
NCREEK
SystemI Panel
No. Width
Max.
16 -inch
Max.
1 o-incn
Systems for Maximum 24 -in LAR 10riftit Scar, :aitii r-. c?•lr:_. e
Wall Connection Center Connection Eave Connection
Substrate
F -Channel
Batten Panel At'achment ( Substri:le I
Panel Al t•,-:t•iit
Attachment
e (1) 18 ga.1/4-inchcrownx1 -inch legIj0
staple securing the I I
Wood
Masonry
ALUMINUM COILS, INC
Soffits
Appendix A
MDP
o
Fascia Cap (psI
Attachment
i
One (1) •»tr t 75_inch x
0.072 -inch diameter
finishing ria'; wi:h min.
3/16 -inch head spaced
80
bO
Nominal 1x2 nailer of each female
One (1) min. 1.5- 1;0.2 SYP loci, or spaced I One (1) 18 ga 114 -
inch x 11 ga. anchored io 16 -inch o.c. securing i inch crown x i -inch
smooth shank rafter with one each panel lap Wood leg staple spaced 8 -
roofing nail spaced 1) 7d x 2.25-
t':ominal 1x2 nailer of each female
I inch o.c. and securing
16 -inch o.c. inch ring shank One (1) mit. i.75 -inch
inch long T nail or 9
each pane; lap
loch or spac:.d
nail 24 -inch o.c. x 0.072 -inch diameter
10ne (1, rr; . 75-inc;, .,
ga., min. 5/8 -inch anchored to
finishing nail with min. I
I (I 07:-in011 c''-• ie!rr
tone St, NJ with
3/16 -inch head spaced
O .` •,: ,.. tr _ I
leg slap' i
4 -inch o.c.
7 ' x ? `
I
ALUMINUM COILS, INC
Soffits
Appendix A
MDP
o
Fascia Cap (psI
Attachment
i
One (1) •»tr t 75_inch x
0.072 -inch diameter
finishing ria'; wi:h min.
3/16 -inch head spaced
80
bO
ALC 15001.4 FL12194-R7 Page 9 of 11
This evaluation report is provided for State of Florda product appravz; t:,der Rule c iC2^ v. T;.c ma nafnc!ure; ch;C , :i "F_c': 7,,_! ric.! `_', r. LLC
quality assurance chs .5_-s th oughout the tar vz::d. 7-,;s :.,:or. mac__• -
product attributes that are not specifically addressed herein.
One (1) 18 ga. 1/4 -inch I
crown x 1 -inch leg
staple securing the IOne (1) 14 ga. 5/8- t':ominal 1x2 nailer of each female
inch long T nail or 9 No.2 SYP loch or spac:.d I One (i) '69a 1/•-- 10ne (1, rr; . 75-inc;, .,
ga., min. 5/8 -inch anchored to 16 -inch o.c. securing inch crown r i-tn0 I (I 07:-in011 c''-• ie!rr
tone St, NJ with rerte- . 41 , is O .` •,: ,.. tr _ I
leg slap' i n +
tw 1
3,'6.,ncn diameter 7 ' x ? `
I I ;n,:h c.c. and iacw'.iy t•u r1316-;, 1' V
head spaced 6-incn I inch ring shank One (1) min 1.75 -inch each panel lap
I 16 -inch •).c,
C.C. nai! 24 -inch o.c. x 0 072 -inch diameter
finishing nail with min.
3/16 -inch head spaced
4 -inch o.c.
ALC 15001.4 FL12194-R7 Page 9 of 11
This evaluation report is provided for State of Florda product appravz; t:,der Rule c iC2^ v. T;.c ma nafnc!ure; ch;C , :i "F_c': 7,,_! ric.! `_', r. LLC
quality assurance chs .5_-s th oughout the tar vz::d. 7-,;s :.,:or. mac__• -
product attributes that are not specifically addressed herein.
CREEK ALUMINUM COILS, INC
Sottlts
TECI-P11CAL SERVICES, LLC
Appendix A
V .+'11:+ -? ?4-itiCh c- i :pan witfs-Chan and Fascia Cap _
IVaii Connection `i Center Connection ^ I Eave Connection
System Panel I
i No. I Width I I
atiUl
Nominal 1x2
I
No.2 SYP
anchored to
24i 1
Max. rafter with one
nch (1) mm 2.25-
inch 7v ring
shank nail
24 -inch o.c.
24J-2
Max.
16 -inch
Nominal 1x2
No 2 SYP
anchored to
rafter with one
1) min. 2.25 -
inch x 7d ring
shank nail
24 -inch o.c.
J -Channel
Attachment
baiiarl Wanei Aitachmesill Substrate I
24 -inch o.c.
Wood
Wood
Panel Attachment Fascia Cap
Attachment
MOP
pso
One (1) 18 ga. '/.-
Nominal 1x2 No.2
inch crown x 1 -inch
SYP scabbed
leg staple spaced
between rafters with One (1) 18 ga.1/4-
8 -inch o.c.
one (1) min. 2.25- inch crown x 1 -inch
inch x 7d ring shank leg staple spaced
Three (3) 18 nail straight -nailed 12 -inch o.c.
ga.1l4-inch crown through the raftei securing each pane
x 1-innch leg
into the end of the lap
diamondstaples diamond
batten or two (2)
pattern spacedace
min. 2.25 -inch x 7d One (1) min. 1.75-
inch ring shank nails toe- inch x 0.072 -inch
nailed on eilh r side diameter finishing
of the batten at nail with min. 3/16 -
each battenhafter inch head spaced
intersection. Max. 4 -inch o.c.
rafter spacing is
24 -inch o.c..
Nominal 1x2 No.
p
SYP scabbed One (1) 18 ga.1/4-
between rafters with inch crown x 1 -inch
one (1) min 2 25- leg staple securing
inch x 7d ring shank the nailer of each
Three (3) 18
nail straight -nailed female lock or
ga.1i4-inch crown through the rafter spaced 16 -inch o.c.
x 1 -inch leg into the end of the securing each pane
staples in diamond batten or two (2) iap
pattern spaced 16-
min. 2.25 -inch x 7d
inch o.c. ring shank nails toe- One (1) min. 1.75 -
nailed on either side inch x 0.072 -inch
of the batten at diameter finishing
each battert/rafter nail with min. 3/16 -
intersection. Max. inch head spaced
rafter spacing is 4 -inch o.c.
24 -inch o.c.
Wood
Wood
Panel Attachment Fascia Cap
Attachment
MOP
pso
One (1) 18 ga. '/.-
One (1) min 1.75 -inch
inch crown x 1 -inch
x 0.072 -inch diameter
leg staple spaced finishing nail with min. 1 -116
60
8 -inch o.c.
inch head spaced
12 -inch o.c.
One (1) 18 ga. %-
Inch crown x 1 -inch
leg staple spaced
8 -inch o.c. and
securing each panel
lap
I One (1) min. 1'75 -inch
x 0.072 -inch diameter
finishing nail with min. 153.3
3/16 -inch head spaced
16 -inch o.c.
ALC 15001.4 FL12194-R7 Page 10 of 11
7`;!- .. _ - 3 r"":.':.._ ms's `- ^_` F :ri: ;:r.;C: ;: u'r"3:7' .., ::, ' ',C-". The TrisGf2C':: ?' 3iiSii ?Dili ' CRF. EK T,chnical Services, LLC of any product changes or
Iic;l izl;j. Thi: ::G::uI.V.. rcpc;`. dots nc' eAp,*ess nor imply warrailiy, installation, recommended use, or other
product attributes that are not specifically addressed herein
CREEK
Approve
Panel Attachment
Attachmant
Wall
System Panel
rich leg staples in diamond 1 -inch leg staple securing the nailer
attern spaced 24 -inch o.c.
No. wdtll
inch o.c. securing each panel lap
e (1) 18 ga.1/4-inch crown x
Substrate
Thr
One (1) min. 1.75 -inch x 0.072 -inch
izontal leg of the J -Channel diameter finishing nail wills min.
spaced 12 -inch o.c.
1-
4 -inch o.c.
e (3) 18 ga.1/4-inch crown x
F
24JJ-1
Max.
Wood
s,
acunna J -Channel to joists;
16 -inch
e (1) 18 ga.1/4-inch crown x
ich leg staples located in the
Or
izontal leg of the J•Clialinel diameter finishing nail with min.
spaced 12 -inch o.c.
1 -ii
4 -inch o.c.
ho
Thr
1-
F
24JJ-2
Max.
Wood
s,
16 -inch Or
1 -ii
ho
ALC 15001.4
d S for Nlku imum 24 -he -:1 sem`:ii G;r3ra . J I.
onnection Center Connection Eave Connection
J-Chanr.el
Panel Attachment
Attachmant
e (3) 18 ga.1/4-inch crown x One (1) 18 ga 1/4 -inch crown x
rich leg staples in diamond 1 -inch leg staple securing the nailer
attern spaced 24 -inch o.c. of each female lock or spaced 16-
curing J -Channel to joists; inch o.c. securing each panel lap
e (1) 18 ga.1/4-inch crown x
ch leg staples located in the One (1) min. 1.75 -inch x 0.072 -inch
izontal leg of the J -Channel diameter finishing nail wills min.
spaced 12 -inch o.c. 3116 -inch head spaced
4 -inch o.c.
e (3) 18 ga.1/4-inch crown x
One (1) 18 ga.1/4-inch crown x
rich leg staples in diamond 1 -inch leg staple securing the nailer
attern spaced 24 -inch o.c.
of each female lock or spaced 16-
acunna J -Channel to joists; inch o.c. securing each panel lap
e (1) 18 ga.1/4-inch crown x
ich leg staples located in the
One (1) min. 1.75 -inch x 0.072 -inch
izontal leg of the J•Clialinel diameter finishing nail with min.
spaced 12 -inch o.c. I 3/16 -inch head spaced
4 -inch o.c.
FL12194-R7
Se,usirate
W000
Wood
ALUMINUM COILS, INC
Soffits
J -Channel
rttachment
Appendix A
i
Three (3) 18 ga.1/4-inch crown
x 1 -inch leg staples in diamond
pattern spaced 8 -inch o.c.
securing
J -Channel to fascia
Three (3) 18 ga.1/4-inch crown
A 1 inch ieg staples in diamond
pattern spaced 12 -inch v.c.
securing J-Channal to fascia;
One (1) 16 ga.1/4-inch crown x
1 -inch leg staple securing the
nailer of each female lock or
spaced 16 -inch o.c. secvri.;g
each pane! lap
I
I MOP
Pso
I
43.5
53.3
44.4
I
Page 11 of 11
This evaluation report is provided for State o` Florida product approval uo-Jar Rvl2 61G2i,-_. T',,: r,,a uf:clurcr shsl' 7c&.i:o' _.^: _
17
quality assurance chanyas througl.cut : the u.aiion for r.l:ich ll:is r-, o: is ve::•J. T ;s E.:,:: r, :cr c _ ::s:: «•r . ..a,.. :s;::::;. ._.... ._ _: , .:.:
product attributes that are not specifically addressed herein.
CREEK ALUMINUM COILS, INC
Soffits
TECi'INICAL SERVICES, LLC
Appendix B
INSTALLATION
0;;:& Sv; rias Section u,,;i;$ repor? to., add lienal installation delaiis of a selected system and maximum design pressures limitations.
System .dc I Installation Detail_-
1 Sga.,114• x 1'
staples 24' o.c. max
Diamond Patten
18ga.,114" x V
staples 12' o.c. max `
1 1
10.5JJ-
14.5JJ-
I Sga.,114' x 1'
staples 241 o.c. max
J•Channel
Channel
Detail 8
18ga.,114' x V
staples 24'Pact max
r'
Dlamon(' Patten
18ga.,114' x 1'
staples 1 T ox. max
II
Wd A
ALC 15001 4 FL12194-R7 Page 1 of 19
r a c .. ----. r' a:i : ':iF.. ,-c. h. rcnu`a carer .mail notify CRFEK T ec%nical Services• LLC• •)! any product changes or
h.d .:.:i.,.: ':....._ .. _ :;r3,:. r_'. : rl.° ..1•.a.... r;pc,o:,s nc, 2;.r.ass r13r imply, w,.rr2nty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
NCREEK
12F-1 8
12F-2
InstallatiCrl Detail
MIN. 3/8' HEAD DIA. NAIL, MIN. 1.25'
EMBENDMENT SPACED ?4'O.". FOR W('CD
SUBSTRATES. MIN. 14GA i.NAIL OR MIN. <S.'_ -A,
STUB NAIL WITH 31S' HEAD DIA.. MIN. 5r8'
EMBEDMENT SPACEO O.C. F6R MAS0 cr
SUBSTRATES.
FASCIA SLIP BOARD
FASCIA TRIM
SOFFIT
MAX. 12 -INCH SPAN
F" CHANNEL
STAPLE SOFFIT TO
FASCIA BOARD #T50
3/E" X 3/8" STAPLE
16" O.C.
FASCIA LIP 1/4"-J
PAINTED S.S.
1 3/4" TRIM PAIL
MIN. 5 NAILS PER 12' PIECE
SOFFIT & FASCIA DETAIL
ALUMINUM COILS, INC
Soffits
Appendix B
ALC 15001.4 FL12194-R7 Page 2 of 19
This evaluation report is provided for Stale of Florida ;: rodu ci approval under Rule 6. v2'-3. T?,= manufactwer ha;: n.oii.'y C•r Tec'; -,::a; S. _L" : : '; • :'_... a
quality assurance changes throughou, the du,al'o:: Ior ::inch ti;is rc;.tri is Yai: . Ti.;S 6 a'.;: r.: ;,ori dc• a .....,,: e:.. cr'., ;:'} :Ey, : iai'E, . ............. , __ , c .. _.
product attributes that are not specifically addressed herein.
CREEK
TECI1?41(;AL SERVICES, LLC
system No. Installation Detail
12F-3
3/4- X 1/4 -
CROWN STAPLES
USING A DIAMOND
PATTERN I
F' CHANNEL CAN BE
INSTALLED WITH THE
NMUNG FLANGE UP OR
DOWN
WOOD
SUBSTRATE
ALUMINUM COILS, INC
Soffits
Appendix B
SOFFIT STAPLE
OPEN RAFTER
I 1 ; DIAMOND PATTERN
31W IMMM /
I ' DETAIL
FACIA BOARD
i
Z!1
3/4- X 1/4- CROWN
STAPLE -a- ON CENTER
1-3/4- TRIM NMI
PAINTED S.S. 48-
O.C.
S0FFrr- max. 12 -inch span
1-3/4- TRIM NAIL
PAINTED S.S.
SOFFIT
FACIA BOARD
FASCIA CAP
3/4- X 1/4'
CROWN STAPLE
SOFFIT & FASCIA
DETAIL
ALC 15001.4 FL12194-R7 Page 3 of 19
C• f.;r,:,: ---•4;07 L' ; " I`.'.. r :iv-". -h.- :1Z. .1`d,,tv er shall :iofi • CREEK Teci.ni.;al Services, LLC of any product changes or
J. Th i= t. l., .,.,r rcpo:i doEs n:i express no: imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
NCREEK
System No.. 1.1nstpliation Detail
MIN. 14GA T•NAIL OR MIN. 9GA.
STUB NAIL WITH 3/8' HEAD DIA., MIN. 5/8'
EMBEDMENT SPACED 8' O.C. FOR IMASCNRY
SUBSTRATES.
ASCIA SLIP BOARD
FASCIA TRIM
SOFFIT
MAX. 12 -INCH SPAN
F" CHANNEL
Concrete
or Block Nall
1-3/4' TRIM NAIL I FACIA BOARD
PAINTED S.S.
FASCIA CAP
3/4' X 1/4'
CR01494 S-APIE
SOFFIT —`
SOFFIT & FASClp.
DETAIL
ALUMINUM COILS, INC
Soffits
Appendix S
ALC 15001.4 FL12194-R7 _ Page 4 of 19
This evaluation report is provided for Stale of Flor.a ;,rcduc: a proves! x^;:+r Ruie 6132%-3. '. r,.a uf::ciu-c. -hr': r.. -i: r ': -`fir i:•: : ::: = ' L–
quality assurance changBs thmughoul the (:Ura1I0 raj Ire, -;c,: `,a:id. Th;s r:;a :; ,CNC, (it o _. __ :. _. ::i idl _.:., _...,. =•j _. _.
product attributes that are not specifically addressed herein
CREEK
TSC11,41CAL SERVICES, LLC
System ivo I Installation Detail
12J-1
OPEN RAFTER
3/4' X 1/4' CROWN STAPLE '24'
ON CENTER US#.0 A DIANONO PATTERN
FACIA =V
L
3Rf
j—- 3/4• X 1/4• CROWN
1—CHdNIi
STAPLE '8' ON C6Y1'ER
screwed to soffit
1-3/4' TRIM NAIL
With aneii) iia x PAJNTED S.S. 48'
1/2' x 3/81 head O.C.
diameter screw,
16• o.c.
SOFFIT—max. 12 -inch span
WOOD OR BLOCK
SUBSTRATE
ALUMINUM COILS, INC
Soffits
Appendix B
3/4' X 1/4' CROWN STAPLE
SOFFIT STAPLE
DIAMOND PATTERN
DETAIL
1-3/4" TRIM NAILi
FACIA BOARO
PAINTED S.S. hir
FASCIA CAP
3/4' K 1/4'
CROWN STAPLE
SOFFIT
SOFFIT & FASCIA
AIL
ALC15001 4 FL12194-R7 Page 5 of 19
G2-0 t_ _... G T ' ii°'';r"v'uv: u;?'"v'.'c: BiV:.r rl:i? vi v2' - Th :, :1',:nU:ov:ur67 ii'iall AOtl:j 4tiCEY • echnica Services, LLC of any product changes or
Jr il,i: =vt U:.!:::. report doe: no! e:.rress ror irnpiy wzaaniy, installation, recommended use, or other
product attributes that are not specifically addressed herein
CREEK _
T L- CHNIC—L Z: ERvt.C_, L—,—
System No. Insta;laticn Deiail -
12JJ-1 &
16JJ-2
11893, u4' x r
staples 12' o.c. max p inwit
Dalai 8
1Boa..1/I"x I' /r — --,
318' ,
1
staples 241" O.C. max
C
Diamond" Paden
18 ga., tie' x I•
staples In horzOMal
leg offemale lap
Channel
Detai A
ALUMINUM COILS, INC
Soffits
Appendix B
staples 24• o.c. max
Dismon(r Paden
J•Channel
I ega., Ile' x I'
staples 12' O.C. max
Diamond' Pecten
ALC15001.4 FL12194-R7 _ Page 6 of 19
This evaluation report is provided for State of Florida produ;i aJprovaf `C f Ruie E vs °. T%: r+-3r;-uf'c'Jrc ,I`2;: '01" - _ 'CGI`^IC- ''c.: - __.:`cam, 7.r _
quality assurance cha g.n thr;.'.igi:out the .u. for %,,hioh .... ,,JiE is va':d. T::. :. :mac:: r , a.ort ?.r ` ... a' . $i3i:_:.•.. , . _.: .-, . .:...
product attributes that are not specifically addressed herein.
CREEK
T EcwTICAL- SERVICES, LLC
S;stem Ne. ( Installation Detail
16F-1
16F-6
IN
NAI
9G
wn
DIAEAT
SP,
F'
13W LONG Y 0.077 CRA. TFUM
IL:".::9TN 3n6• HEAD DIA
SPACED 16.O.C.
AFTER
80AR0
CAP. REFER
FIT S FASCIA
KAX Ts -
ALUMINUM COILS, INC
Soffits
Appendix 8
FASCIA BOARD
FASCIA CAV
I' K Ira• CROYM STAPLE
ro C,
SOFFIT & FASCIA
DETAIL
ALC 15001.4 FL12194-R7 Page 7 of 19
r'. -, une F :nmilic-•-.tura- ,hzil ^. :ti CREEK Technial Services. LLC of any product changes or
Ct.:h= .,:.lice; th;5 Thi cvaivat:>> rEpc•;: does nci a,.,1:ess nor imply warranty, installation, reco ;emended use, or other
product attributes that are not specifically addressed herein.
CREEK
System No. I Instalation Detail
16F-3 &
16F-4
SOFFIT
F" CHANNEL
WoodConcrotn
or Block N
FASCIA LIP 1/4"'
MIN. 318" HEAD DIA. NAIL, MIN. 1.25"
EMBENDMENT SPACED 24" O.C. FOR WOOD
SUBSTRATES. MIN. 14GA T -NAIL OR MIN. ?GA,
STUB NAIL WITH 3/8" HEAD DIA., PAIN. 5/8"
EMBEDMENT SPACED 8" O.C. FOR MASONRY
SUBSTRATES.
ASCIA SLIP BOARD
FASCIA TRIM
STAPLE SOFFIT TO
ASCIA BOARD #T50
e+ls v 3/$.1 CT -171
v J 1 n1 L_L
1611
O.C.
L -PAINTED S.S.
1 3/4" TRIM NAIL
MIN. 5 NAILS PER 12' PIECE
ALUMINUM COILS, INC
Soffits
Appendix 9
I I SOFFIT & FASCIA DETAIL _ _
ALC 15001.4 FL12194-R7 Page 8 of 19
This evaluation report is provided for Stale of Flo:d: rroduct app:ove: ,,-!er Rule 61 G20 .. . a r.ar,,Jrc.t -c, - _
GUeL'h assurance ch2.i3 thr:: ghcui till ti, :ioi . ':i1 Lh i...J _, Lf, w '..s. 11,.. z ._ort L:,-:.
Cv '
product attributes that are not specifically addressed herein
CREEK
TECH,141C.1L SERVICES, LLC
System ":c. I Installation Detail
16F-5
3/4' X 1/4"'-,
CROWN STAPLES
USING A DIAMOND
PATTERN I
F' CHANNEL CAN BE
INSTALLED WITH THE
NAIUNG FLANGE UP OR
DOWN
WOOD
SUBSTRATE
ALUMINUM COILS, INC
soffits
Appendix B
OPEN RARER `,
SOFFIT STAPLE
r i T ; DIAMOND PATTERN
DETAIL
Ur KTVMI
FACIA BOARD ` >
7lium
CAF
L-- 3/4' X 1/4' CROWN
1-3/4' TRIM NAIL
STAPLE 'B' ON CENTER
PAINTED S.S. 48'
O.C.
SOS_ max. 16 -inch span
1-3/4' TRIM NAILI
FACIA BOARD
PAINTED S.S. kr
FASCIA CAP
3/4- X 1/4'
CROWN STAPLE
SOFFIT –
SOFFIT & FASCIA
DETAIL
ALC 15001.4 FL12194-R7 Page 9 of 19
r': ,).G'n;c1 Inv,':r F.,= 7. Th e mznuI,,q;' rz - z ; i :,olti,y CREEK Tech, n i ca I Services, LLC of any product changes or
t : ;....:gin ; ..;:;et; :; : "3.=I:.s ;;. '; c c. .t:,.: repot doc: nc: : press ro: i:n iy warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK ^
Svstem No. I Installation Detail
1' X IW CROWN
STAPLE INSTALLED
16F-2 8 PTTERA16,
16F-7
F.
SUBSTRATE
1316' LONGX0077(
NAIL WrFH 3116- WA[
RAFTER
A BOARD
I-ASLIA LAP; RIFER
TO SOFRT & FASGA
DETAIL
SOFFIT; MAX. K'
SPAN
ALUMINUM COILS, INC
Sotflts
Appendix B
FASOA BOARD
FASCIA EAP
X IIr CROWN STAPLE
o.c
SOFFIT & FASCIA
DETAIL
318'
IV
1N' X I' Sla0IBs
i
V
Diamond' Ponen
ALC 15001.4 FL12194-R7 Page 10 cf 19
This evaluation report is provided for State o` Florida product 3,rpr•3vai ,—der Rule 6, 3%r_-3. : r.'ana:frchrer .1:=_'' -6:`; T= ci .: _ - `_LC
yLaiity assurance char; -,s throLigl:cut till J .a:iJ1: ")r which ?'' _ .1... '1r..V. T...• ....J' _.0 1. ,.ort
product attributes that are not specifically addressed herein.
CREEK
T=GIiNICAL SERVICES, LLC
Syitem ":o I Installation Detail
S •1_ 7
OPEN RAFTER
3/4- X 1/4- CROWN STAPLE -24-
ON CENTER USING A DIAMOND PATTERN
CELL"ttlzl 1-3/4- TRIM NAIL)
PAINTED S.S. 48-
O.C.
SOFFIT—max. 16 -inch span
WOOD OR BLOCK
SUBSTRATE
318'
FACIA BOARD
FASCIA CAP
3/4- X 1/4- CROWN
STAPLE "ii- ON CEN 10
ALUMINUM COILS, INC
Soffits
Appendix 6
3/4- X 1/4- CROWN STAPLE
SOFFIT STAPLE
DETAIL
DIAAMOND PATTERN
1-3/4- TRIM NAILI
FACIA BOARD
PA:NTEO S.S.
FASCIA CAP
3/4- X 1/4 -
CROWN STAPLE
SOFFIT--'
SOFFIT & FASCIA
DETAIL
ALC 15001.4 FI -12194-R7 Page 11 of 19
u ,Ca, 61020,^ "h_ nrti`; CREEK Tzdnlcal Services. LLC any product changes or
Ti,i: does m:::Ap,eS$ ror imp:y warreniy, installation, .commended use, or other
product attributes that are not specifically addressed herein.
CREEK
No.. I Installation Detail
ALUMINUM COILS, INC
soffits
Appendix 9
18ga.,114•xt• Istaples24' o.c. max
Oiamorid' Patten
18ga., 1114• x 1• e
staples 1 Y O.C. max
rr
0etel8
Channel
16JJ-1 18g8.,114• x 1•
318 staples 24• ox. max
y
18ga.,114• x 1'
staples 8' o.c. max
C '
Olamon0' Paten
r
Olamond' Patten i
1
Channel
Dda1 A
ALO 15001.4 FL12194-R7 Page 12 of 19
This evaluation report is provided for State of Flo -;da roduc; approval u- ''r Rule 6.G2C- rr,rJ ct:.-e, -t-%"^Gi•`, r = c! -1";d Via,,:_= _ '. _ _ : _.. -
quality assurance cha;i,-.,"-s thrL'_31:CUi IN:.. .;:!UI: i0: ii::. ,,..,.....:^ ,.i.•11. u_.,_ _.._ :... 1 :_i i:_:•..:, :_ ._..... _ l"y.:'
product attributes that are not specifically addressed herein.
CREEK
TECI lidICAL SERVICES, LLC
I S js!em No I Installation Detail
22.5JJ-1
18 ga., 1/4"x 1• staples
18' o.c. max and 1314"
Long x.077' Dia. Trim
Nails vAh3.116'H,ad4
O.C. max
30
ALUMINUM COILS, INC
Soffits
Appendix B
18ga.,114" x V
Staples 24'0.C. max
WEN RAFFM N 'Diamond Patten
I 89a.,1141 x 1' j
staples 12' O.C. max 1
A -----
II
r
J -Channel
Dead B
18ga.,114' x 1'
18ga.,114" x V staples 24' o.c. max
staples 24o.c. max / *Diamond Patten
18ga.,114• x V
k staples t Y O.C. max
1 11
Diamond Patten ` — -
1
J•Channel
DMA
ALC 15001.4 FL12194-R7 Page 13 of 19
r•:: _ .. - - jn-:,r 7z_:c _ " T rr =.ru`. ":ire, ::i1 - -Ai ly C R F E K T?ci.nicai Services, LLC o" any product changes or
j -- —. ..-—••-.,-- ...: _e.: _ :i'. --. —.:i• ....i•.;i .... ,.' ,_ ...:. Ti?I:'..44..,L: r.. :rlt:: U::.r n.:=,:e55 r, U: iirr:y, wai,,:ty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
NCREEK
System No. EnLstallalion Detail
24F-1 &
24F-4
r4, CROWW
STAPLES
PATTERN: REFER TO
SOFFIT STAPLE
OIAMONO PATTERN
DETAIL
WOOD
F -CHANNEL
1 I' TRW NAIL
PANTED S.S.
Nemm 1'%2' SYP
Batten Andaree to
Rafters with ane 74
Shank Nail at
er;rT Rafter
1'el' CROWN STAPLE
1 J' TRW NAIL
PANTED S.S.
SOFFIT
FASCIA BOARD
1-7;SGA CAP. Urccw
TO SOFFIT & FASCIA
DETAIL
SUM, MAX. 2L'
ALUMINUM COILS, INC
soffits
Appendix B
2A BOARD
7A CAP
CROWN STAPLE
SOFFIT & FASCIA
DETAIL
SOFFIT STAPLE
DIAMOND PATTERN
ALC15001.4 FL12194-R7 Page 14 of 19
This evaluation report is provided for Sate of FIC.^da producl 3; p'ove.' l:".4:r Ru; c G2-' . n araf :r a•' "i: Gi ^_:, __ _ • •-----
quz ^! assurance chz" ..b tht.a.'y'I,ou, the . _'.Ji.:Jr ..ill.ii i .._ _ Ye.. i. T::._ _. ._..•....:rGi; :_ ... _ ,.: _. _ :... _.
product attributes that are not specifically addressed herein.
CREEK
TE:ci PJICAL SERVICES, I -I -C
System No I Installation Detail
24F-2 &
24F-5
WOOD
FASCIA BOARD
FASCIA CAP: REFER
TO SOFFIT & FASCIA
01TAII.
I I" TRIM HAD.
PAINTED S.S.
ALUMINUM COILS, INC
Soffits
Appendix 8
FASCIA BOARD
CAP
ROWN STAPLE
SOFFIT & FASCIA
DETAIL
ALC 15001.4 FL12194-R7 Page 15 of 19
7 .o*:;s nctgy nRPEK Techni:.al Servkes, U C, *!any product changes or
T:::- da:, ric. r;v; i,-,.,n:y installation, recommended use, or other
product that are not specifically addressed herein.
CREED
VIIIvi V. 1 .1t i•1.1 L-
System No. I Installaiion Detail
24F-3 &
24F-6
aDA I
F
FASCIA BOARD
FASCIA CAP: nEFE;Z
TO SOFFIT L FASCIA
DETAIL
11.
PAI
ALUMINUM COILS, INC
Soffits
Appendix B
SOFFIT & FASCIA
DETAIL
FASCIA BOARD
FASCIA CAP
1'+j' CROWN STAPLE
ALC 15001.4 F! 12194-R7 _ Page 16 of 19
This evaluation report is prc•ilded for Stale of Flo^da prcducl app ra' ! R:I'e 6'32." ; ram:da:`.0 ci - _ci' "• _ _— --- --. _-- -
quality assurance che.iyi,S throughv;jI tiie'01 for 1.i lioh _, :i: 1: Va'.'. Ti.;S
product attributes that are not specifically addressed herein.
CREEK
i ECHINICAL SERVICES, LLC
NIc I Installation Detail
24J-1 &
2AJ-2
I'4* CROWN
STAPLES
USM A OIAMOUO
ATTERM: REFER TO
SOFFIT STAPLE
01AMO0 PATTERN
DETAIL
I e TRIM MAIL
PANTED S.S.
MamWl I -a r SVP batim
s:abtxtl between ratters a:.d
J-CNANNEL smaW with aro 11) 7d mg
a m%.all sufthl+nded
thmugh the rafter into the end
WOOD SUBSTRATE of the batten or hm (2) 7d
rag spank na0s toe -nailed an
eltiw two d"batter. at 0109
batt"V ft Intersection
CROWN STAPLE
SOFFIT: MAX. 24'
RAFTER
FASCIA SOARO
FASCIA CAP: REFER
TO SOFFIT 1 FASCIA
DETAIL
ALUMINUM COILS, INC
Soffits
Appendix B
SOFFIT & FASCIA
DETAIL
318
SOFFIT STAPLE
DIAMOND PATTERN
BOARD
CAP
ROWN STAPLE
ALC 15001.4 FL12194-R7 Page 17 of 19
f 1': 7 lvz,I l ,^,z:r i .:I T1 i 1.1_ r2:::1 ail 1i1 j1 vcl 1:K • cG i l?:d1 Services, LLC a'any product changes or
1 ... :..:h.- ,:} ..._ ij::j. 711:, dor.• n'.: _ :, .@35 r; J: imM;y warranty, installation, teconimended use, or other
product attributes that are not specifically addressed herein.
NCREE-K
System No. Installaftri Detail
24JJ-1
18 ga., 114• x t' staples
19' ox. max and 1314'
Long x.072' Dia. Trim
Nails wish 3116' Head
O.C. max
3w
OVEN RAF'"A
A
01amoner Patten
ALUMINUM COILS, INC
Soffits
Appendix 8
staples 24' ox. max
Diamond Patten
18ga.,114' x 1'
staples 1 Y ox. max
Y M
1
Channel
Dews
18ga.,114' x 1'
staples 24' O.C. Max
J -Channel
189a.,114' x 1'
staples r ox. max
M1
DOW A
A 0.15001,4 FL12194-R7 Page 18 of 19
This evaluation report is provided for Stale or Rz; ,'.'z- preduci 3,;pra•;: . •,,',:, Rule—
GU3'.:iy a55!:r2nce Che y it.::•LC't:G t ti? .......... :.r ..i:i•.Il 1:..•. - :._ 'i::i:. Tip._ .-.._:.. .. _,.C•.i .,:- -• - --- ..moi _ '„ .._- -• - - -. ....,_ _. .:' ..
product attributes that are not specifically addressed herein.
CREEK
TEGI 1,41CAL SERVICES, LLC
I C-"'Slem NO I Installation Detail
24JJ-2
Is ga., 114" X 1, staples
16" o.c. max and 13/4"
Long x.07Z Dia. Trim
Nails %-R-h NIT Hi ad
O.C. max
311T?
A
01amon(r Patten
ALUMINUM COILS, INC
Soffits
Appendix 8
I 8ga.. 114* X V
0— staples 24* o.c. max
Diamond Patten
I 89a., 114* x V
staples 17 o.c. max
J -Channel
Detd 8
I 89a.. 114' x I* I 8ga.. 114" x V
staples 24" O.C. max staples 12' O.C. max
Diamond' Patten
rl
x I" 18ga 1/4' 7= staples in horzontal
leg offemale lap
Channel
0"A
ALC 15001.4 FL12194-R7 Page 19 of 19
e -nanula—'urs- nnti.; CFFIE-K Tec' -.n! --a; Services, LT -G of any product changes or
jj r n a:iiy. ins! Hation, recommended use, or otherdoz ri: v.,. ess h pi laIf.r ywalf
product attributes that are not specifically addressed herein.
CREEK
L: ---
DESIGN DESIGN WIND LOAD^
ALUMINUM COILS, INC
Soffits
Appertdox C.
The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following
provisions:
1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC.
2. Exposure B, C, and D shall be as defined in section 1609 of the FBC.
3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60 -ft.
4. All calculations are based on an effective wind area of 10-ft2 or less.
5. Topographic factors such as escarpments or hills have been excluded from the analysis.
6. Wind directionality factor, Kd = 0.85
7. V„u is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC.
8. Projects with mean roof heights greater than 60 -ft shall be evaluated by a licensed design professional.
9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Nfean Root Height), whichever is
smaller, but not less than either 4% of the least horizontal dimension or 34
C 15001.4 FL1219A-R7
This evaluation report is provided for State of 71: -
1. ^ -. -
gLs.ity assurance chc.:y.s
product attributes that are not specifically addressed herein.
Page 1 of 4
CREEK
TFGi-1`41ICAL. SERVICES, LLC
RJ
fjipe ``
Enclosed
vcyauvc
Loads;
Enclosed
Loads)
ALUMINUM COILS, INC
Soffits
Appendix C
Zone"._"1
I
4
tr'%Q1!
Roof
i - - - • -- -
1x20--• 13
16.9 -19.8
16.9 -19.8
16.9 -19.8
18.3 -21.5
140
22.9
22.9
22.9
24.9
a cVlfind'Spee`d
150
26.3
26.3
26.3
28.6
16U
30.0
30.0
30.0
32.5
m Fi)
17U
33.8
33.8
33.8
36.7
180 191J 2U0
37.9 -422 -46.8
37.9 -42.2 -46.8
37.9 -42.2 -46.8
41.2 -45.9 -50.8
20
25
30
0
8 -
50
60
19.5
20.5
22.9
24.0
26.5
27.8
30.5
32.0
34.7
36.4
39.1
41.1
43.9 -48.9 -54.1
46.0 -51.3 -56.8
i
20T-220.8
0.8 24.4 28.3 32.5 37.0 41.7 46.8 -52.1 -57.8
250.8 24.4 28.3 32.5 37.0 41.7 46.8 -52.1 -57.8
30 24.4 28.3 32.5 41.7 46.8 -52.1 -57.8
5
I
40
50 _!
60 _
25 _
30
i -22.6
4.1
25.3
10j.
10.8
10.8
26.5
28.2 _
29.6 _
i -30.7 _
i -32.8_
34.4
F
14.7
35.3 _
37.6 -;
39.5 -1-
169
169
37.0
40.1--
42.8
44.9
19.2
19.2--
45.3_ 50.8 -56.6 -62.7
48.3
50.7
21.7 -_
I -54.1 -60.3 -66.8
56.8 -63.3 -70.1
1 12.7
12.7 24.3 27.1 30.0
12.7 14.7 21.7 24.3 27.1 30.0
40
3050
60
20s-
11_7_-
12.5
13.1_
10.8
13.8 16.0 18.3_ 20.8 23.5 26.4 29.4 32.5
14.7
15.4 --
17.0
17.8
19.5
20.5
22.2
23.3
25.1
26.3
28.1 31.3 34.7
29.5 32.9 36.4
Ti7 14.7 16.9 - - 19.2 21.7 24.3 27.1 30.0
25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0
30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0I5
40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5
50_
60 _
12.5 14.7_ 17.0 19.5 22.2 _
23.3
25.1
26.3 _
28.1 31.3 34.7
13.1 15.4 I 17.8 _ 20.5 -
y
29.5 32.9 36.4
ALC 15001.4 _ _ FL12194-R7 Page 2 of 4
Ti i; - - . - :.rt ,_ p i•i;C : _ 1J i0n Jc ?r, iC, un r . i v2V-Z T4 C rh,.nufd, 'W -e,- iii%iI nob IV CROCK'?c."1; ca1, Services. L:_C. r,f any product changes or
6ui ti:: 1t : -J-.,_..+:rich This r:;::r: i. vai 9 i.;. ^:'3i aiv ;epc;i does iti c,,pless nor irnp:y warranty, installabon, recommended use, or other
product attributes that are not specifically addressed herein
CREEK ALUMINUM COILS, INC
Soffits
Appendix C
ALC.15001 4 FL12194-R7 Page 3 of 4
This evacuation report is provided for Stale o' Rc ida prce uct appro:u' ur.dor Rv:e ;;1 G20• r. -.,.j ;hufccte: al; 'oi: , ,= c ' • ri ;a:' an: :.: _ . : --e - -
quatity assurance cha.;Ces thr:;:ghoul the ifor which th:. , Jii ,- '!:._ Till;. . , Ofi d' _. ..::n.,:.,, ,if .. ..3 , ..:i21f:. _.... _.._-_ ., l': .. _.
product attributes that are not specifically addressed herein.
esiV9%jAr -T1
Budding
Type
Zone
Mean9
Roof
Hei ht tt) 1.20 130 140
Basic Wind
150 !
f
Sje@ph)
Irr. i80-i*19
54.3
t .
200"`z
20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 60.2
25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 I
4
30
40
23.6
25.0
27._7
29.4
32.1 _
34.1
36.9 _
39.1
41.9 _
44.5
47.3
50.2
53.1
56.3
59.1 _
62.7
65.5--1
69.5
50 26.2 308 35.7 41.0 46.6 52.6 59.0 65.8 72.9
Enclosed
60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5
Negative
Loads)
20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0
z
I
74.3
25 -27.9 -32.8 -38.0 -43.6 -49.6 56.0 62.8 70.0 77.6
30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9
5
40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8
50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9
60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2
20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5
25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3
30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0_
4
40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5
50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7
Enclosed
Positive
Loads)
60 17.4 20.5 23.7 27.2 31.0 35.0
27.
39.2
31.2
43.7
34.8
j_
I
y
48.4 _
38.5 _
40.3 ;
24.92013.9 16.3 18.9 21.7 7
25 i 4.5 17.0 19.7 22.6 25.8 I 29.1_ 32.6 36.31-
5
42.0---! 30 15.1 17.7 20.6 23.6 1 26.9
1_ 1
30.3 34.0 1--37-.GF-!-
40.24016.0 18.8 21.8 25.1 28.5
i
32.2 1 36.1
50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1
44.5
467
60 17.4 _j 20.5 23.7 27.2 31.0 _ 35.0 I 39.2 _ 43.7 48.4
ALC.15001 4 FL12194-R7 Page 3 of 4
This evacuation report is provided for Stale o' Rc ida prce uct appro:u' ur.dor Rv:e ;;1 G20• r. -.,.j ;hufccte: al; 'oi: , ,= c ' • ri ;a:' an: :.: _ . : --e - -
quatity assurance cha.;Ces thr:;:ghoul the ifor which th:. , Jii ,- '!:._ Till;. . , Ofi d' _. ..::n.,:.,, ,if .. ..3 , ..:i21f:. _.... _.._-_ ., l': .. _.
product attributes that are not specifically addressed herein.
CREEK
TFCt-11'41C'•AL SERVICES, LLC
End
Lo
End
Lo
ALUMINUM COILS, INC
Soffits
Appendix C
J. lit sz!1E•S _ 1-•ftsJn FJ p.gsJr_-D:-_ ,; _'__ r x•r w
1M' _
wledn-
Height (ft) i 2v 7-40 150':
Speed mph}
170" i 180 :• 190 200
i 20 58.5 65.2 -72.2i -26.0 30.5 35.4 40.6 46.2 52.2
25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 -74.9
30 27.9_ 32.8 38.0 43.6 1 -49.6 56.0 62.8 70.0 -77.5
40--- 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 -81.6
50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 -84.9
osed 60 31.5 X37.0 42.9 49.3 56.1 63.3 70.9 79.0 -87.6
C.
ads) -- - -jads)
4
1!-34.5_
20
5
30_
i 40
5
60L'
32.1
33.3
36.2---!-
37.7
38;9 -
37.7
39.1
40.4
42.5
44.3
45.7
43.7
45.3
I -46.9
49.3
51.4
s53.0
50.1
52.0
53.8
56.6
57.0
59.2
61.3
64.4
67.1
69.2
64.4
66.8
69.2
72'7_
75.7
78.1
72.2 -80.4 -89.1
74.9 -83.4 -92.4
77.5 -86.4 -95.7
81.5 -90.9 -100.7
58.9
60.8
84.90 -104.8
87.6 -97.6 -108.1
20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3
25 I 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0
30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7
4
40 j 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2
50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4
osed' 60 20.2 - 23.7 27.531.6_
76T - -
35.9 40.5 45.4 50.6 56.1
s %` gd,
20 16.7 19.5 227 29.6 33.4 37.5 41.7 46.3
25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0
30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7
5
40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2
50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4
L 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1
ALC 15001.4 FL12194-R7 Page 4 of 4
UnGcr nui', .32:, The n•:Lr.uf?cturer shah noli`y :t:EEK Technical Services. LLC o` any product changes or
S•_,_„. _.,='__ .., ;.1. _.: !_ dl: .:,:•„ ..:ki, is .:.i:::. Till: c:'.;c"'.: r.. 1•c'7^r`, does n^: .aHie55 f,Jr f111piy Y18rid^ip, installation, recommended use, orother
product attributes that are not specifically addressed herein.
CREED
3/8" F -Channel
3/8"
3/8" JI -Channel
3/4"
1/8" HEM
15/0'
T -T
3/4'
i ---t- 3/8*
ISOMETRIC VIEW
3/8' PROFILE
ISOMETRIC VIEW
3/8- PROFILE
ALUMINUM COILS, INC
Sottlts
Appendix D
bOCi. 4 _ _ FL12194-R7 Page 1 c; 4
This evaluation report is provided for State of Flor;;a product approva: c, for P :
qua!lty assurance cha: -:s thr:.aghout the _ _iio.. ;or titii?ICiI .,::5 .1. IJ 'J ..V. T:1: E .. _: :; ",:art :f
product attributes that are not specifically addressed 'herein.
Fascia
CREEK
TEci itflCAL SERVICES, LLC
3/4"
7/81,
1/8" HEM
E
1/4"
T
6TASCIA
7* BLANK
ISOMETRIC VIEW
ALUMINUM COILS, INC
Soffits
Appendix D
ALC15001.4 FL12194-R7 Page 2 of 4
r,[:EK TeC!*,nj:,g1!3ervices. LLC:,-' any product changes or
reconimended use, or others-, :h- 1 Ilii &s nc! e.., - e 4 1 :ess imply v.z.faol , installation,
product attributes that are not specifically addressed herein.
CREEK
16" Q4 Soffit
ALUMINUM COILS, INC
Soffits
Appendix D
0 zs TYP
0.12E TYP
W BLANK
3 / 8 PROFILE
z tM Pif
oi0000
hooU
aoao
000
a0000
000c
ALC15001.4 _ FL12194-R7__ _ Page 3 of 4
This evaluation report is provided for State of Fi ;:°r: prcducl, app c':c Ru'e 6'32C . 7',.,. r.:2 ,i; :!u e: "h; i '; = =
aual,ty assurance cha: r *s thrJJghCll: thu J_ 0"t C,i..
product attributes that are not specifically addressed herein.
CREEK
Tt=Cli`JICAL SERVICES, LLC
12" T4 Soffit
ALUMINUM COILS, INC
Soffits
Appendix D
J 1 3 1/ti° „
sl{
7/4"
moi
3 1/8" . _
RSI
7/8" 3 1/8"
S/16" I ( I I
1/2"1/2" 1/2"
1/8" 3/8"
13.75" BLANK
3/8" PROFILE
asv xv
ozrm
012F T"
0000
000
00000
000
aaooa
aooa
END OF REPORT
ALC15001.4 FL12194-R7 Page 4 of 4
r -Vz; w R.I.:- 2 Th::narkfS-,,:ire. 5%a;; 1oti1y C P E E K Tec',ni,a1 Services, LLC of any product changes or
his ,Lpor:._ ..:.:d. Tiff: repc-t does nei exprass n,^,r irrpiy, waira,.iy, installation, recommended use, or other
product attributes that are not specifically addressed herein.
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 REQUIRED FOR THIS
PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3.
5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOW14 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 REOUIRED 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 EOUAL OR GREATER THAN REQUIRED
DESIGN PRESSURE OBTAINED IN STEP 1.
plv DESCMP11014 DATE I APPrtwro
A REVISED IMSTALLATION DETAILS 08/07/15 1 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' TAPCON WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT
WITH 2 1/2' MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS
SHOWN IN INSTALLATION DETAILS SHEET 4.
3) ALL FASTENERS TO BE CORROSION RESISTANT.
4) 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).
5) TO ATTACH MULLION TO CLIP USE (4) #10 x 1 1/4" SELF
DRILLING SCREWS PER CLIP SCREWS MUST BE FIELD INSTALLED.
HOLES FOR SCREWS ARE NOT PRE -DRILLED BY MANUFACTURER
TRIBUTARY WIDTH =
W1
2
w2
SIGNED: 0&/0712015
MIWINDOWS AND DOORS
650ESTJ`s 1ItITL/o
GRATZ. PA 17030-0370 r••GEMS
TABLE OF CONTENTS M-2302 - VERTICAL MULLION 0
83" MULLION SPAN
SHEET N0. DESCRIPTION GENERAL NOTES i7 T pp W,
1 NOTES
DMWW Ur.O a0 xLv i'8;c(0R10PDPCHARTOS-T A '''
7 03INSTALLATIONDETAILSw --E NTS pA7E 01 / 1 1 / 12 17OF 3
107 3/8"
COMBINED WIDTH
W) W2
T-
I !
83" /
FRAME
HEIGHT WINDOW WINDOW
MULLION
SPAN)
J
FF
HE
MU
SF
107 3/8'
COMBINED WIDTH
W1 :v2
83"
FRAME LIN
HEIGHT WINDOW
MULLION
SPAN) 1
WIDTH
Design Press - rating (04
Unita anchored Into wood Iraming
COMBINED WIDTH
Mullion
span On)
E
IGHT
LOON
J / WINOWD
WIAIDOK
J
WINDO
37.36
W 1 --{ I- W2
107 3/8'
WIDTH
Design Press - rating (04
Unita anchored Into wood Iraming
3/8"
COMBINED WIDTH
Mullion
span On)
Tributary width On)
1513 2550 3500 4100 4&00 5213
25.00 130.0 130.0 130.0 130.0 130.0 130.0
37.36 130.0 130.0 127.2 127.0 127.0 127.0
4&63 120.7 94.3 77.9 73.8 72.1 72.0
6200 92.4 70.6 550 51.5 48.6 47.4
6563 865 65.8 51.7 47.3 44.4 43.0
7200 77.6 5&7 45.6 41.4 38.5 37.0
81.00 fi21 45.0 33.1 29.1 26.3 24.9
107 3/8'
COMBINED WIDTH
W1 -Ii W2
83"
FRAME LW WINDOW
HEIGHT
MULLION
SPAN) ! f
107 3/8"
COMBINED WIDTH
I-
W -1-1t r-- w2
83' 1 1 WINDOW J
FRAME /
HEIGHT
MULLION
SPA
L` w i --i F-- w2
107 3/8"
COMBINED WIDTH
REWSIONS
REV tESGRIm" I DATE I APPROYM
A I REVISED ItmALLAT10N DETAILS 08/07/15 I R.L.
APPROVED CONFIGURATIONS
MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED
WIDTH DOES NOT EXCEED 107 "'AS SHOWN HEREIN.
Design p- rating (PM)
Units anchored into masonry/eonererm
3/8"
COMBINED WIDTH
Tributary width (In)
1&13 23.50 3500 4100 48.00 5113
2&00
rWI,
07
W2
130.0 130.0 130.0 130.0 130.0 130.0
83" J J WINDOW J
FRAME
HEIGHT
130.0 966 72.9 65.5 60.5 5172.4
J
WINDOW
MULLION
SPAN)
APPROVED CONFIGURATIONS
MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED
WIDTH DOES NOT EXCEED 107 "'AS SHOWN HEREIN.
Design p- rating (PM)
Units anchored into masonry/eonererm
Mullion
span On)
Tributary width (In)
1&13 23.50 3500 4100 48.00 5113
2&00 130.0 130.0 130.0 130.0 130.0 130.0
37.38 130.0 130.0 130.0 130.0 130.0 130.0
4163 130.0 130.0 130.0 130.0 130.0 130.0
6100 5130.0 115.4 87.8 79.3 73.9
71M.38563130.0 966 72.9 65.5 60.5 5172.4 54.0 48.1 44.0 445.0 33.1 29.1 263 2
LARGE AND SMALL MISSILE IMPACT, LEVEL D. WIND ZONE 3
DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT
INCLUDE FLANGE
LW t I-- wz
107 3/8"
COMBINED WIDTH
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ. PA 17030-0370
M-2302 - VERTICAL MULLION
83" MULLION SPAN
CONFIGURATIONS AND DP CHARTS
V.L. 1 08-01447
9'4z NTS wrE 01/11/12 'M2 OF 3
SIGNED: 08/072015
REVIS0 s
1" MIN 2 1/2" MIN 3.750" ALv 0V5MProN a>E APPROVm
SEPARATION EDGE DISTANCE
1.000" 0.375" A REVISED INSTALLATION DETAILS 08/07/15 R.L.
0.422" p ;. I
1 1/4"
MIN. EMBEDMENT
2.032" 2.875"
1 ` MASONRY/CONCRETE
0.843'
Er== J =moi I BY OTHERS
V
1/4" TAPCON2X 00.210'
SECT5796 CLIP
SECT5796 FOR CONCRETE INSTALLATION
CLIP ALUMINUM600-TS 125'THICK
SECT M-2302
MULLION
SECT5796
CLIP
r X10 WOOD SCREW
I
WOOD FRAMING/
1 2X BUCK
BY OTIjERS
h
13/88- MIN.
EMBEDMENT
1/2" MIN
EDGE DISTANCE
0.375"
0.843"
I
1.562"
i
1.562" a
SECT5796 CLIP
FOR WOOD FRAMING INSTALLATION
ALUMINUM 6063-T5.I25' THICK
F
3.261"
3711 5"
I_
VERTICAL CROSS SECTION 0.843"
MASONRYICONCRETE AND WOOD FRAMING
INSTALLATION
MT000022 CLIP
16GA (061) GALVANIZED STEEL
2X 00.210'
f
o"
4.0100'
i
r—
2.920"
Li1.51 1.125"
SECT M-2302 MULLION
ALUMINUM 6005-T5.125' THICK T> ICLIPINSTALLATION
SIGNED: 08/07/2015
MI WINDOWS AND DOORS 1'C0650WESTSR
PA 17030-0370
v F•
0M-2302 - VERTICAL MULLION
83" MULLION SPAN
INSTALLATION DETAILS GE
i"4ie:,(pRlO' GC auras o c ,a. REV
08-o t7aa7 A B ONA 11 SCALE NTSNTS 01/11/12 3 OF 3
Application Instructions for FORMERLY HERITAGE* 30
TAMKO NCRITAGEO
BUILDING PROD CTS 6AMINATED ASPEA6T SHINGLES
Dallas, TX a Frederick, MD * Joplin, MO * Phillipsburg, KS
THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED.
TAMKO BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM
FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. FAILURE TO FOLLOW THESE INSTRUCTIONS WILL ADVERSELY
AFFECT COVERAGE UNDER THE LIMITED WARRANTY. SEE THE LIMITED WARRANTY FOR DETAILS.
THIS PRODUCT IS COVERED BY A LIMITED WARRANTY, THE TERMS OF WHICH ARE PRINTED ON THE WRAPPER.
IN COLD WEATHER (BELOW 40°F), CARE MUST BE TAKEN TO AVOID DAMAGE TO THE EDGES AND CORNERS OF THE SHINGLES.
IMPORTANT: It is not necessary to remove the plastic strip from the back of the shingles.
1. n00P OBCB
These shingles are for application to roof decks consisting of plywood
or sheathing boards capable of receiving and retaining fasteners, and
to inclines of not less than 2 in. per foot. For roofs having pitches 2 in.
per foot to less than 4 in. per foot, refer to special instructions titled
Low Slope Application". For roofs having pitches greater than 21 in.
per foot, refer to special instructions titled "Mansard Roof or Steep
Slope Roof". Shingles must be applied properly. TAMKO assumes no
responsibility for leaks or defects resulting from improper application,
or failure to properly prepare the surface to be roofed over.
NEW ROOF DECK CONSTRUCTION: Roof deck must be smooth,
dry and free from warped surfaces. It is recommended that metal
drip edges be installed at eaves and rakes.
PLYWOOD: All plywood shall be exterior grade as defined by
APA - The Engineered Wood Association. Plywood shall be a
minimum of 3/8 in, thickness and applied in accordance with the
recommendations of APA - The Engineered Wood Association.
SHEATHING BOARDS: Boards shall be well -seasoned tongue -
and -groove boards and not over 6 in. nominal width. Boards shall
be a 1 in. nominal minimum thickness. Boards shall be properly
spaced and nailed.
8. V UMUTION
Inadequate ventilation of attic spaces can cause accumulation of
moisture in winter months and a build up of heat in the summer.
These conditions can lead to:
1. Vapor Condensation
2. Buckling of shingles due to deck movement.
3. Rotting of wood members.
4. Premature failure of roof.
To insure adequate ventilation and circulation of air, the ventilation
system must include inlets and outlets. This may be accomplished with
a combination of ridge and soffit vents or by using gable end vents.
FHA minimum property standards require one square foot of net free
ventilation area to each 150 square feet of space to be vented. This
may be reduced to one square foot of ventilation area per 300 square
feet if at least 40% and not more than 50% of venting is provided
not more than 3 feet below the ridge or if a Class I or II vapor barrier
is installed on the warm in winter side of the ceiling in climate zones
6, 7, and 8 as recommended by the 2012 International Residential
Code. For more information consult your design professional. If the
ventilation openings are screened, the total area should be doubled.
S. PAETBNBnS
WIND CAUTION: Extreme wind velocities can damage these
shingles after application when proper sealing of the shingles does
not occur. This can especially be a problem if the shingles are applied
in cooler months or in areas on the roof that do not receive direct
sunlight. These conditions may impede the sealing of the adhesive
strips on the shingles. The inability to seal down may be compounded
by prolonged cold weather conditions and/or blowing dust. In these
situations, hand sealing of the shingles is required. To insure quicker
sealing, apply 4 quarter -sized dabs of TAM -PRO® SBS Flashing
Cement, TAMKO or TAM -PRO® Plastic Roof Cement, or TAMKO
Tam -Seal Adhesive, meeting ASTM D 4586, Type 1, on the back of
the shingle 1 in. (25mm) and 13 in. (330mm) in from each side and
1 in. (25mm) up from the bottom of the shingle. Press shingle firmly
into the adhesive. For maximum wind resistance along rakes, install
any TAMKO starter shingle including sealant or cement shingles to
the underlayment and each other in a 4 in. (102mm) width of TAM -
PRO® SBS Flashing Cement, TAMKO or TAM -PRO® Plastic Roof
Cement, or TAMKO Tam -Seal Adhesive. Caution: Apply ONLY a thin
uniform layer of adhesive less than 1/8 in. (3mm) thick. Excessive
amounts can cause blistering of the shingles and may soften the
asphalt in certain underfayments resulting in the asphalt flowing,
dripping and staining. Shingles must also be fastened according to
the fastening instructions described below.
Correct placement of the fasteners is critical to the performance of
the shingle. If the fasteners are not placed as shown in the diagram
and described below, this will result in the termination of TAMKO's
liabilities under the Limited Warranty. TAMKO will not be responsible
for damage to shingles caused by winds in excess of the applicable
mph as stated in the Limited Warranty. See Limited Warranty on the
wrapper or tamko.com for details.
FASTENING PATTERNS: Fasteners must be placed 6-1/8 in. from
the bottom edge of the shingle, penetrating through the common
bond, and located horizontally as follows:
1) Standard Fastening Pattern. (For use on decks with slopes 2
in. per foot to 21 in. per foot.) One fastener 1 in. from each end and
one 13-1/2 in. from each end of the shingle for a total of 4 fasteners.
See Standard Fastening Pattern illustrated below).
STANDARD FASTENING PATTERN
FASTENERS NAIL ZONE
COMMON
BOND
6-1 I I 1 I I I I I EXPOSURE 5-5W
1y -I -- 12-1/2"-+- 12-3/8"
Continued)
Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 09/19/14
Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055
Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656
tamko.com Southwest District 7910 S. Central Exp., Dallas, TX 75215 800-443-1834
Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 1
CONTINUED from page 1) FORMERLY HERITAGEO 30
TAMKO HERITAGE®
BUILDING PRODUCTS LANINATBD ASPHALT SHINGLCS
Dallas, TX • Frederick, MD • Joplin, MO • Phillipsburg, KS
2) Mansard Fastening Pattern. (For use on decks with slopes
greater than 21 in. per foot.) One fastener 1 in. from each end and
one fastener 8-1/2 in. from each end and one fastener 16 in. from
each end for a total of 6 fasteners per shingle. (See Mansard and
High Wind Fastening Pattern illustrated below.)
MANSARD AND HIGH WIND WARRANTY FASTENING PATTERN
FASTENERS
NAIL ZONE
COMMON
BOND
e' EXPOSURE5441"
I«a-trzvj-irz•+j -ae.{.-r-irz-trz-+j IST'
3) High Wind Warranty Fastening Pattern. (For High Wind Warranty
Application requirements) One fastener 1 in. from each end. One
fastener 8-1/2 in. from each end and one fastener 16 in. from each
end for a total of six (6) fasteners per shingle. In addition to this
shingle fastening pattern requirement for High Wind Application,
TAMKO also requires the use of TAMKO starter shingles including
sealant strip at eaves and rakes. Alternatively, along rakes, cement
shingles to the underlayment and each other in a 4 in. (102 mm)
width of TAM -PROS SBS Flashing Cement, TAMKO or TAM -PROS
Plastic Roof Cement, or TAMKO Tam -Seal Adhesive. Caution: Apply
ONLY a thin uniform layer of adhesive less than 1/8 in. (3mm) thick.
Excessive amounts can cause blistering of the shingles and may
soften the asphalt in certain underlayments resulting in the asphalt
flowing, dripping and staining.
High Wind Application is offered on new construction or complete
tear -off applications only. It is not offered for recover applications.
If High Wind Application requirements are not followed, the High
Wind Application Warranty MPH, as stated on Table I in the Limited
Warranty, reverts to the Standard Application Wind Warranty MPH
limit. (See Mansard and High Wind Fastening Pattern illustrated
above.)
TAMKO recommends the use of nails as the preferred method
of application. Standard type roofing nails should be used. Nail
shanks should be made of minimum 12 gauge wire, and a minimum
head diameter of 3/8 in. Nails should be long enough to penetrate
3/4 in. into the roof deck. Where the deck is less than 3/4 in. thick,
the nails should be long enough to penetrate completely through
plywood decking and extend at least 1/8 in. through the roof deck.
Drive nail head flush with the shingle surface.
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i 3T min dWMer underdrlvwl overArlwn Crooked
1
AspenGNng1l
Decking
1/a• nomI.al
suslghl. Good penMntbn. Inadequate too deep. ane Imdequtne
and Duch whh shingle surface penetrsilon Into shingle enchoosp
STAPLES: If staples are used in the attaching process, follow the
above instructions for placement. All staples must be driven with
pneumatic staplers. The staple must meet the following minimum
dimensional requirements. Staples must be made from a minimum
16 gauge galvanized wire. Crown width must be at least 15/16 in.
staple crown width is measured outside the legs). Leg length should
crown of the staple must be parallel to the length of the shingle.
The staple crown should be driven flush with the shingle surface.
Staples that are crooked, underdriven or overdriven are considered
improperly applied.
CAUTION: ALL FASTENERS MUST BE DRIVEN INTO THE
NAIL ZONE COMMON BOND AS SHOWN IN THE FASTENING
PATTERN DIAGRAMS.
4. DNDERMHENT
UNDERLAYMENT: An underlayment must be applied over the
entire deck before the installation of TAMKO shingles. Failure to add
underlayment can cause premature failure of the shingles which is
not covered by TAMKO's Limited Warranty.
Products which are acceptable for use as underlayment are:
Asphalt Saturated Felt Underlayments:
SuperX 30T"' Underlayment
TAMKO No. 15 Asphalt Saturated Organic Felt
Any TAMKO non -perforated asphalt saturated organic felt
A non -perforated asphalt saturated organic felt which meets
ASTM: D226, Type I or II or ASTM D4869
Specialty Underlayments:
Tam -Shield* Synthetic Underlayment or Synthetic Shield
Underlayment
TAMKO TW Metal and Tile Underlayment, TW Underlayment
and Moisture Guard Plus® (additional ventilation may be
required. Contact TAMKO's Technical Services Department
for more information.)
A self-adhesive underlayment designed for use with asphalt
shingles which meets ASTM D1970.
For Asphalt Saturated Felt Underlayments:
Apply the felt when the deck is dry. On roof decks with slopes
4 in. per foot and greater apply the felt parallel to the eaves
lapping each course of the felt over the lower course at least
2 in. Where ends join, lap the felt 4 in. If left exposed, the felt
may be adversely affected by moisture and weathering. Laying
of the felt and the shingle application must be done together.
For All Other Specialty Underlayments:
On roof decks with slopes 4 in. per foot and greater apply
the underlayment parallel to the eaves in accordance
with underlayment written application instructions. The
underlayment should not be left exposed for a longer period of
time than is specified in the underlayments written application
instructions. The final roof covering must be installed before
the structure is exposed to adverse weather conditions, such
as wind driven rain, high wind, hail, ice storms, etc. (Continu
Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 09/19/14
Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055
Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656
tamko.com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834
Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 2
I.-
CONTINUED from page 2) FORMERLY HERITAGE• 30
1 sl MMINU 1 HERITAGE®
BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES
Dallas, TX • Frederick, MD • Joplin, MO • Phillipsburg, KS
In areas where ice builds up along the eaves or a back-up of water
from frozen or clogged gutters is a potential problem, TAMKO's
Moisture Guard Plus*, TW Metal and Tile Underlayment or TW
Underlayment (or any specialty eaves flashing product) may be
applied to eaves, rakes, ridges, valleys, around chimneys, skylights
or dormers to help prevent water damage. Contact TAMKO's
Technical Services Department for more information.
Substitute products as shingle underlayment should not be used.
S. APPLICATION
STARTER COURSE: A starter course may consist of TAMKO Shingle
Starter, TAMKO 10 -inch Starter or self-sealing 3 -tab shingles. If self-
sealing 3 -tab shingles are used, remove the exposed tab portion and
install with the factory applied adhesive adjacent to the eaves. Attach
the starter course with approved fasteners along a line parallel to
and 1.5 in. to 3 in. above the eaves edge. The starter course should
overhang both the eaves and rake edges 114 in. to 3/8 in. if drip edge
flashing is not used along the eaves or rakes. If drip edge flashing
is present, install shingles even with the drip edge.
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tA/A(O sbnw Wrrdo •rortluw •oWnr w WMwI dwrd••
SHINGLE APPLICATION: Start the first course with a full size shingle
and overhang the rake edge 1/4 in. if drip edge is not present. If
drip edge is present, align shingle edge with drip edge flashing. Cut
10-3/8 in. from a full shingle to form a shingle 29 in. long. Use this
to start the second course (see diagram below). Cut a 23 in. long
shingle to start the third course. Use the remaining 16-3/8 in. piece
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of shingle to start the fourth course and use the remaining 10-3/8
in. piece to begin the fifth course. Continue up the rake in as many
rows as necessary using the same formula as outlined above.
The butt of the shingle should be aligned with the top edge of the
sawtooth of the underlying shingle for a 5-5/8 in, exposure (see
shingle application drawing illustrated on this panel). When you
make your final cut at the roof's edge, flip any pieces that are 8 in. or
longer back onto the roof. These pieces can be worked in anywhere
without creating zippers or color variations.
NOTE: Do not align joints of shingle courses when working in cut
pieces. Joints should be no closer than 4 in. from one another.
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6. LOW SLOPS APPLICATION
On pitches 2 in. per foot to 4 in. per foot cover the deck with two
layers of underlayment. Begin by applying the underlayment in a
1/2 -sheet width along the eaves and overhanging the drip edge
by 1/4 to 3/4 in. Place a full -sheet width over the 1/2 -sheet width
starter piece, completely overlapping it. All succeeding courses will
be positioned to overlap the preceding course by 1/2 -sheet width.
If winter temperatures average 25°F or less, thoroughly cement
the laps of the entire underlayment to each other with TAM -PRO
or TAMKO Plastic Roof Cement from eaves and rakes to a point
of a least 24 in. inside the interior wall line of the building. As an
alternative, TAMKO's Moisture Guard Plus®, TW Metal and Tile
Underlaymeni, or TW Underlayment self -adhering underlayment
may be used in lieu of the cemented felts.
T. MANSARD ROOP OR STEEP 960PE ROOP
If the slope exceeds 21 in. per foot (601, each shingle must be sealed
with TAM -PRO® SBS Flashing Cement, TAMKO or TAM -PRO®
Plastic Roof Cement, or TAMKO Tam -Seal Adhesive immediately
upon installation. Quarter -sized dabs of cement or adhesive must
be applied to shingles with a 5-5/8 in. exposure, use 6 fasteners per
shingle. See Section 3 for the Mansard Fastening Pattern.
Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 09/19/14
Visit Our Web Site at
Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055
Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656
tamko.Com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834
Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 3
a , M
CONTINUED from page 3) FORMERLY HERITAGE* 30
i-11mnuIHERITAGIr
BUILDING PRODUCTS LAMINATED ASPBA6T SHINGLES
Dallas, TX • Frederick, MD • Joplin, MO • Phillipsburg, KS
RZ400FINO
Before re -roofing, be certain to inspect the roof decks. All plywood shall
meet the requirements listed in Section 1.
It is not recommended to install laminated asphalt shingles directly
over existing laminated shingles due to the unevenness of the existing
multi -layered shingles. The performance of the sealant feature may be
compromised, preventing the shingles from sealing properly. It is
acceptable to install laminated shingles over existing three -tab strip
shingles which are flat and essentially intact. Nail down or remove curled
or broken shingles from the existing roof. Replace all missing shingles
with new ones to provide a smooth base. Shingles that are buckled
usually indicate warped decking or protruding nails. Hammer down all
protruding nails or remove them and refasten in a new location. Remove
all drip edge metal and replace with new.
If re -roofing over an existing roof where new flashing is required to
protect against ice dams (freezefthaw cycle of water and/or the backup
of water in frozen or clogged gutters), remove the old roofing to a point
at least 24 in. beyond the interior wall line and apply TAMKO's Moisture
Guard Plus*, TW Metal and Tile Undedayment, or TW Underlayment.
Contact TAMKO's Technical Services Department for more information.
Measurements will vary when nesting over an existing 5 in. exposure
single roof: Call TAMKO Technical Services for further information.
The nesting procedure described below is the preferred method for
reroofing over existing metric size shingles with a 5-5/8 in. exposure.
See description below:
Starter Course: Remove the tabs and an additional portion from the
head of a full size shingle so that its height is equal to the exposure of
the existing shingles. Position the resulting strip over the existing roof
edge (with the factory -applied adhesive strip along the eaves). Cut
approximately 6 in. from the rake end and apply the remaining portion at
the eaves. Continue the starter strip by applying full length shingle strips
cut to height as above, evenly along the existing roof at the eaves. The
existing roof should overhang the eaves far enough to cavy wager
off into the gutter. ff this is not the case, cut and apply the starter
strip so that it will provide sufficient overhang for proper drainage.
First Course: Remove an amount from the butt edge of a full-size shingle
so that the remaining portion of the shingle fits between the butts of the
existing third course. This course must also be applied evenly along the
eaves edge of the new starter strip.
Second and Succeeding Courses: Remove 10-3/8 in. from the rake
end of the first shingle in the second course, and continue with full
width shingles for the remainder of the course, placing the top edge of
each new shingle against the butt edge of the old shingle in the course
above. This method should create an exposure of 5-5/8 in. after the first
course. When beginning the succeeding courses continue to follow the
Heritage application instructions. (See section 5).
0. VA6LET APVIdCA"ON
Over the shingle underlayment, center a minimum 36 in. wide sheet of
Moisture Guard Plus•, TW Metal & Tile Underlayment, or a minimum
50 Ib. roll roofing in the valley. Nail the underlayment only where
necessary to hold it in place and then only nail the outside edges.
IMPORTANT: PRIOR TO INSTALLATION WARM SHINGLES TO
PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING
SHINGLES TO FORM VALLEY.
After valley flashing is in place:
Apply the first course of shingles along the eaves of one of the
intersecting roof planes and across the valley.
Note: For proper flow of water over the trimmed shingle, always
start applying the shingles on the roof plane that has the lower
slope or less height.
Extend the end shingle at least 12 in. onto the adjoining roof.
Apply succeeding courses in the same manner, extending them
across the valley and onto the adjoining roof.
Press the shingles tightly into the valley.
Use normal shingle fastening methods.
Note: No fastener should be within 6 in, of the valley centerline,
and two fasteners should be placed at the end of each shingle
crossing the valley.
To the adjoining roof plane, apply one row of shingles vertically
facing the valley and 2 in. back from the valley centerline.
Note: For a neater installation, snap a chalkline over the
shingles for guidance.
To complete the valley, apply shingles on the adjoining roof
plane by positioning the tip of the first shingle of each row at
the 2 in. point from the centerline where the edge of the vertical
shingle has been applied, covering the vertical shingle.
Mlmmum 36' wde sheet
of Moisture Guard Plus.
TW Metal a
Tile or
heaw8
Underlayment
Valley centerline
Extra nail In
mace up or arungie on me eoge or
the vert" shingle. 2 Inches back
from volley centerline and covering
the v"cal shingle.
Extend end shingle
12'-16' beyond
valley centedlne
No restates within
6' of centerllne
FOR ALTERNATE VALLEY APPLICATION METHODS, PLEASE
CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT AT
800-641-4691.
Continued)
Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 09/19/14
Visit Our Web Site at
Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055
Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656
tamko.com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834
Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 4
CONTINUED from page 4) FORMERLY HERITAGE• 30
1 sRMAU 1 HERITAGEO
BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES
Dallas, TX 9 Frederick, MD * Joplin, MO • Phillipsburg, KS
10. BIP AND RIDGE FASTENING DETAIL
Apply the shingles with a 5-1/8 in. exposure beginning at the bottom
of the hip or from the end of the ridge opposite the direction of the
prevailing winds. Secure each shingle with one fastener on each side,
5-5/8 in. back from the exposed end and 1 in. up from the edge.
TAMKO recommends the use of TAMKO Hip & Ridge shingle
products. Where matching colors are available, it is acceptable to
use TAMKO's Elite Glass -Seal shingles cut down to 12 in. pieces.
Fasteners should be 114 in. longer than the one used for shingles
IMPORTANT. PRIOR TO INSTALLATION, CARE NEEDS TO BE
TAKEN TO PREVENT DAMAGE WHICH CAN OCCUR WHILE
BENDING SHINGLE IN COLD WEATHER.
Dlredlon of prevailing wind
Ztarlt 5-1/81 exposure
Aere—
Fastener
start
here 5-1/8" exposure
THESE ARE THE MANUFACTURER'S APPLICATION
INSTRUCTIONS FOR THE ROOFING CONDITIONS
DESCRIBED. TAMKO BUILDING PRODUCTS, INC. ASSUMES
NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING
DEFECTS RESULTING FROM FAILURE TO FOLLOW THE
MANUFACTURER'S INSTRUCTIONS. FAILURE TO FOLLOW
THESE INSTRUCTIONS WILL ADVERSELY AFFECT COVERAGE
UNDER THE LIMITED WARRANTY. SEE THE LIMITED
WARRANTY FOR DETAILS. IF YOU HAVE ANY QUESTIONS
REGARDING THESE APPLICATION INSTRUCTIONS, PLEASE
CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT AT
800-641-4691.
Information included in these application Instructions was current at time of printing. To
obtain a copy of the most current version of these application instructions, visit us online
at tamko.com or call us at 800-641-4691.
TAMKO®. Molsture Guam Plus®, Tam-ShleldO, TAM -PRO® and Heritage® are registered
trademarks and SuperX 30 is a trademark of TAMKO Building Products, Inc.
Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 09/19/14
Visit Our Web Site at
Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055
Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656
tamko.eom Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834
Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 5
JP69909