HomeMy WebLinkAbout504 E 14 St- 18-2638 New construction SFHCOUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100005
BUILDING APPLICATION #: 18-10000528
BUILDING PERMIT NUMBER: 18-10000528
DATE: June 13, 2018
UNIT ADDRESS: 14TH STREET E 504 31-19-31-507-0200-0010
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: 504 E 14TH STREET / SAN LANTA / SFR
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
ROADS-ARTERIALS CO -WIDE ORD
Single Family Housing 705.00 1.000 dwl unit 705.00
ROADS -COLLECTORS N/A
Single Family Housing 00 1.000 dwl unit 00
FIRE RESCUE N/A
LIBRARY CO -WIDE ORD
00
Single Family
SCHOOLS
Housingg 54.00 1.000 dwl unit 54.00
Single Family
CO -WIDE ORD
Housing 9,000.00 1.000 dwl unit 91000.00
PARKS N/A
LAW ENFORCE N/A
00
DRAINAGE N/A
00
00
AMOUNT DUE 9,759.00
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE
SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR
DAYS OF THE DATE ABOVE, BUT NO LATER THAN
CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT.
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT
ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE
g - 2 (o 3Y
l llll l i lll1 llll Bill loll lel lel
THIS INSTRUMENT PREPARED BY: GRANT MALOYr SEMINOLE COUNTY
Name: avid N. Ferri t:LERK OF CIRCUIT COURT h COMPTROLLER
Address: 4925 Red Brick Run BK 9111 Ps 1391 (1Psy)
Sanford. FL 32771 CLERK'S `* 2018086847
RECORDED 117/27/2111 09:24:41 All
RECORDING FEES $10. Ctrl
NOTICE F COMMENCEMENT RECORDED BY hdevol'e
Permit Number: 18-2638
Parcel ID Number: 31-19-31-507-0200-0010
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencement.
1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
LOT 1 & W 15 FT LOT 2 BLK 2 SAN LANTA PB 3 PG 80
Address: 504 E. 14th Street, Sanford, FL 32771
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Construction of single family dwelling according to plans and specifications
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: Cypress Holdings, LLC / 4925 Red Brick Run Sanford FL 32771
Interest in property: Fee simple
Fee Simple Title Holder (if other than owner listed above) Name: N/A
Address: N/A
4. CONTRACTOR: Name: Belle Grace Construction Cora a FL Corporation d/b/a Cypress Homes Phone Number: (407) 616-5997
Address: 4925 Red Brick Run, Sanford FL 32771
S. SURETY (If applicable, a copy of the payment bond is attached): Name: N/A
Address: N/A Amount of Bond: N/A
6. LENDER: Name: FIDELITY BANK Phone Number: (904) 996-1039
Address: 7807 Baymeadows Road E. Suite 200 Jacksonville FL 32256 Attn: Annie Howe
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section713.13(1)(a)7., Florida Statutes.
Name: N/A Phone Number: N/A
Address: N/A
8. In addition, Owner designates Annie Howe of Fidelity Bank At: 7807 Baymeadows Road E., Suite 200, Jacksonville, FL 32256
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: (904) 996-1039
9. Expiration Date of Notice of Commencement (The expiration 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.
ure of , ner or Less or Owners or Lessee's
r
Authoriz OfficerlDi or/Partner/Manager)
State of `- ,,D`f t do, County of S" ,% 0 AL
David Ferri , Manager /,Cypress Holdings, LLC
Print Name and Provide Signatory's Title/Office)
The foregoing instrument was acknowledged before me this ` day of 20 6 p
by -"60418d t- r( -,t Who is personally known tome O ORNameofpersonmakingstatement
Titwhohasproducedidentificationtypeofidentificationproduced:
JULIE M. BOWEN
Notary Public, State of Florida
C ommissionq FF 955554
My comm. expires Feb. 07, 2020
tgnf.r
i
ii
rr ,CITY OF
I Sj, FORD
FIRE D ..
JAN 11 2A18P 4
Building & Fire Prevention Divisiondye
PERMIT APPLICATION
Application No: 18- "3S
Documented Construction Value: $ wo 2.2 $ C1y7 -Q0
ON Job Address: 504 E. 14th Street, Sanford, 32771 Historic District: Yes NoFv-1
Parcel ID: 31-19-31-507-0200-0010 Residential Co'mmercia'l
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
Phone: (321) 299-6589 Fax: (407) 650-2879
Title: VP
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 Fax: (407) 650-2879
City, state zip: Sanford, FL 32771 State License No.: CBC1262052
Architect/Engineer Information
Name: T.S. Chehal Engineering
Street: 531 S State Rd 434 #1001
City, St, Zip: Altamonte Springs, FL 32714
Bonding Company:
Address:
N/A
Phone: (407) 521-5557
Fax:
E-mail: raj7065@aol.com
Mortgage Lender: N/A
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. 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: 6' Edition (2017) Florida Building Code
Revised: January 1, 2018 Permit Application
w
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 ure of Owner Date re of Contractor/Agent Date
r
Print Owner/Agent's Name Prin Contractor/Agent's Name
o W • l . ( V
Signature of Notary -State of Florida Date ... , r. S,ignature._oX_Notary.-Slate of Florida Date
aYP`.", ANNETTE BLAND
Notaiy Public - State of Florida
1S Commission # GG 060623
My Comm. Expires Jan 16, 2018
Owner/Agent is Personally Known to Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical LJ Mechanical [3 Plumbing0 Gas Roof
Construction Type: .( Occupancy Use: Flood Zone: `r'lj
kTTACh4ED
Total Sq Ft of Bldg: 2 14S Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps /S0 Plumbing - # of Fixtures f
Fire Sprinkler Permit: Yes No e # of Heads
v%C_
APPROVALS: ZONING: UTILITIES:
COMMENTS:
ENGINEERING: WCC_ (v'14-tfb FIRE:
Fire Alarm Permit: Yes No 9
WASTE WATER:
Ok to construct Single Family house as shown on plan.
Meets area and dimension regulations for the
1Q__U_zoning district. Per Schedule J, at least one (1)
tree shall be located in the required front yard.
BUILDING:
Revised: January 1, 2018 Permit Application
SCITY OF
NFORDO
FIRE DEPAfZTtv0%1T
1 _ \.
kikig,?{( 13.
JUN 1 1 2018*
i All'- Building & Fire Prevention Division11;Yl
PERMIT APPLICATION
Application No: ' 111 8" Q-&38
I Documented Construction Value: $ 182,900
Job Address: 50 . 14th Street, Sanford, 32771 Hlstorlc D><str>Lct: Yes No
Parcel ID: 31-19-31-507-0200-0010 Residential Commercial
Type of Work: New Addition -1 Alteration Repair Demo E]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
Street:'4925 Red Brick Run
City, State Zip: Sanford, FL 32771
Phone: (407) 616-5997
Resident of property? ; No
Contractor Information
Name Cypress Homes / David N. Ferri Phone: (407) 616-5997
Street: 4925 Red Brick. Run Fax: (407) 650-2879
Sanford FL 32771' CBC1262052City, State Zip.: : State License No.:
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: raj70659aol.com
Bonding Company: N/A
Address:
Mortgage Lender: N/A
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED; AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR, LENDER OR AN ATTORNEY -BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. 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; 6`h Edition (2017) Florida Building Code
Revised: January I, 2018 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional, restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies.
Acceptance 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning.
Sig ur-
lguatTre of Contractor/Agent Date
r
Print Owner/Agents Name
Prin Contractor/Agent's Name
IL
Signature ofNotary-State' Florida h."A W • ] l . (B
Date .. ,,. Signature of.Notary-State of Florida Date
e e,.. ANNETTE BLAND
c Notary Public State o1 Florida
o Commission # GG 060623
hod F" My Comm. Expires Jan 16, 2018
Owner/Agent is Personally Known to
Produced ID Type of ID Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical
Construction, Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Plumbing Gas Roof
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: UTILITIES:' -WASTEWATER:
ENGINEERING: FIRE: BUILDING:
COMMENTS:
Revised: January 1, 2018
Permit Application
CITY OF
S,kNFORD
PLANNING & DEVELOPMENT
SERVICES DEPARTMENT
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: 504 E. 14th Street
Property Owner: Cypress Holdings, LLC
Parcel identification Number: 31-19-31-507-0200-0010
Phone Number: 407.616.5997 Email:
The reason for the flood plain determination is:
i 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)
ii'OFFICIALUSE..NLY1' K Wad,
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
Q 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# 18-2638
Reviewed by: Michael Cash, CFM Date: June 14, 2018
REQUIRED INSPECTION SEQUENCE
nlp:Ef AD- 7,,-
iull-DIN G, Psk.ml -r
MMin Max rus2ection Descri2dolm.
Footer / Setback
t" - 'IMENMM MU11,11.5
lus2ection Descril2flon
Plumbing Underground
0&.)
Stemwall
Plumbing Tub Set
Foundation / Form Board Survey
O Slab / Mono, Slab Ptepour
Lintel / Tic Beam / Fill Down Cell
Sheathing — Walls
30 Sheathing —Roof
Roof Dry In
Ir. Frame
s0 Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
X) Final Roof
Final Stucco / Siding
hisulation Final
Final Utility Building
Final Door
Final Window
Final. Screen, Room
Final, Pool Screen Enclosure.
Mobile Home Building final
Pre -Demo
Final. Demo
Final Single. Family, Residence
Final. Building (Other)
AEVIFSED: June 2014
Add re.,a-P.-
Max
Electric. Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
M
Min MaxT
t" - 'IMENMMMU11,11.5
lus2ection Descril2flon
Plumbing Underground
0&.) Plumbing Sewer
Plumbing Tub Set
Plumbing Final
a
R Application for Paved Driveway, Sidewalk orI SAFORD pp y9
r`°RMA
Walkway Including Right -of -Way Use &
Landscaping in Right -®f -Way
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 m,owwnarsbelow.
size and location of the existing right—of-way and use shall be provided or application could be delayed. Call bet=you414
1. Project Location/Address: 504 E 14th Street, Sanford, 32771
2. Proposed Activity:
3. Schedule of Work:
0 Driveway
Start Date 08/10/18
Walkway
Completion Date
Other:
10/31/2018
Em r enc R it
4. Brief Description of work: Install new paver drive way and concrete apron du
e g y epa s
new construction of SFR
This application is submitted by:
Property Owner.
Signature: A46P t Print Name: Cypress Holdings, LLC
Address: 49 ed Brick Run, Sanford, FL 32771
Phone: (407) 616-5997 Fax: 4076502879 Email: cypresshomebuilders@gmail.com Date: 08/06/2018
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 installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways,
utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall
remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does
not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous
condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the
Requestor's property to recover costs of restoration.
To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ-
ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct,
indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of
defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or
connected with the use of the City's right-of-way.
I have reafLegd under*td the above statement and by signing this application I agree to its terms.
Signature:
Pre -pour Inspection by:
Date: 08/06/2018
This permit shall be posted on the site during construction.
Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection.
Date:
Official Use Only
Application No: Fee: Date:
Reviewed:
Public Works Date:
Utilities Date:
Approved:
Engineering Date:
Site Inspected by: Date:
Special Permit Conditions:
Novemberzoia ROW Use Dnveway.pdf
THIS INSTRUMENT PREPARED BY:
Name: •
Address:Brick
tLF"R1t OF CIPCUIT fOURIT I. Ctliir'TRgLLER
Ey 11181 I's 13ql (Ipq-3)
CLERK'S'20190862,47
RE:CI)R00 071: 1i'2r`12 09:2 :4I, ;'ail
ki.i01,''3ING FEES 1t:t,Cisj
RECORDED By hrievoro
Permit Number; 18-2638
Parcel to Number: 31-19-31-507-azaa-aa1a
The undersigned hereby gives. notice that improvement will be made to certain real property, and in accordance with Chapter 7t 3, Florida Statutes, the
following information is provided in this Notice of Commencement.
1. DESCRIPTION OF PROPERTY: (Legal description of the property andstreetaddress if available) LOT 1 k VV 15 FT LOT 2 BLK 2 SAN LANTA PB 3 PG 80
er#rirucc 504 E. 141h $treet, Sanford FL 32771
2. GENERAL DESCRIPTION OF IMPROVEMENT:
j `(dwellina according an a S e I Ca iOnS
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address; Cypress Holdings, LLC t 4925'Red Brick Run Sanford FL 32771
Interest in property: Fee simple
Fee Simple Title Holder (if other than owner listed above) Name: Nl
Address:
N/A
4. CONTRACTOR: Name: Belle Grace Construction Corp a FL Corporation drbta cypress Homes Phone Number: 407) 61&5Q27
Address: 4925 Red Brick Run Sanford. FL 32771'
5. SURETY (If applicable, a copy of the payment bond Is attached): Name:
Amount of gond: N/AAddress: NIA
6. LENDER• Name:FIDE ITY BAN Phone Number: (904) 996-1039
Address: 7807 Ba meadows Road E: Suite 200Jacksonville FL 32256 Attn: Annie Haute
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section
713.13(l)(a)7., Florida Statutes.
Name: N/A Phone Number: N/A
Address: N/A
8. In addition, Owner designates Annie Howe of Fidelity Bank At: 7807 Baymeadows Road E. Suite 200, Jacksonville, FL 32256
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),.FIIorida.Statutes. Phone number: (904) 996-1039
9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified).
WARNING TO t?WNER, ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART I, SECTION 713,13, FLORIDA STATUTES, AND CAN RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. 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.
ZureofwarorLess or Owner's ar Lasseo's
Authoft Officer/Di or/Portnor/Managar)
David Ferri Manager t Cypress Holdings, LLC
Print Name and Provide Signatory's THWOMW
State of V 11D6d t County of t inti ' (
t Q
The foregoing instrument was acknowledged before me this 01 WK day of 20 4 "
by {t +rrt Who 1s personally known to me O OR
Name of parson making statement
who has produced ldentlflcatlon type of Identification produced:
i t
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 - 504 E 14th Street Builder Name. Cypress Homes
Street: 504 E 14th Street Permit Office:
City, State, Zip: Sanford , FL , 32771 Permit Number:
gUIL
Owner: Jurisdiction:018 6 38 S-4N/=()/, Design Location: FL, Sanford County:: seminole (Florida Climate Zone)
1. New construction or existing New (From Plans) 9. Wall Types (1532.0 sqft.)
A 1
tnsulatio '1RTfarf i°
2. Single family or multiple family Single-family
a. Concrete Block - Int Insul, Exterior R=4.1 100 ft2
b. Frame - Wood, Adjacent R=13.0 256.00 ft2
3. Number of units, if multiple family 1 c. N/A R= ft2
4. Number of Bedrooms 3 d. N/A R= ftZ
5. Is this a worst case? No 10. Ceiling Types (1708.0 sqft.) Insulation Area.
a. Under Attic (Vented) R=30.0 1708.00 ft
6. Conditioned floor area above grade (ft2) 1708 b. N/A R= ft2
Conditioned floor area below grade (ft2) 0
c. N/A R= ft2
11. Ducts 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 kBtu/hr 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
Glass/Floor Area: 0.095
Total Proposed Modified Loads: 46.74 PASSTotalBaselineLoads: 48.62 7
1 hereby certify that the plans and specifications covered by
this calculation are in compliance with the Florida Energy
Review of the plans and
specifications covered by this.
SHE ST,g1
0
Code.
j
calculation indicates compliance
with.the Florida Energy Code.
j
9urnV:-; -° :'°;Y`NN
PREPARED BY: `' 'E% Before construction is completed j
DATE: this building will be inspected for
compliance with Section 553.908 i
I hereby certify that this building, as designed, is in compliance Florida Statutes.
CODwiththeFloridaEnergyC
OWNER/AGENT: ` BUILDING OFFICIAL:
WE- '
DATE:itl ' DATE: a'1
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 0.050 Qn for whole house.
6/5/2018 1:46 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4
FORM R405-2017
6/5/2018 1:46 PM 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 - 504 E 14th Stree Bedrooms: 3
User Conditioned Area: 1708
Total Stories: 1
1 Worst Case: No
Cypress Homes Rotate Angle: 0
Cross Ventilation: No
Whole House Fan: No
Single-family
New (From Plans)
Address Type:
Lot #
Block/Subdivision:
PlatBook:
Street:
County:
City, State, Zip:
Street Address
504 E 14th Street
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 Block1 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 0 1708 ft' 0 0 1
ROOF
Type
Roof Gable Roof
Materials Area Area Color
Solar
Absor.
SA Emitt
Tested
Emitt Deck Pitch
Tested Insul. (deg)
1 Gable or Shed Composition shingles 1800 ft' 284 ft' Medium 0.6 N 0.6 No 0 18.4
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 Framing Frac Truss Type
1 Under Attic (Vented) Main 30 Blown 1708 ft' 0.1 Wood
6/5/2018 1:46 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4
FORM R405-201-7
6/5/2018 1:46 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4
WALLS
Adjacent
Space Cavity Width Height Sheathing Framing Solar Below
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 ft' 0 0.25 0.01 0
DOORS
Ornt Door Type Space Storms U -Value Width Height Area
Ft In Ft In
1 S Wood Main None 6 3 8 24 ft2
2 S Wood Main None 6 2 8 6 8 17.8 ft2
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall Overhang;
V # Ornt ID Frame Panes NFRC U -Factor SHGC Imp Area Depth Separation Int Shade Screening
1 N 1 Wood Double (Clear) Yes 0.35 0.34 N 40.0 ft2 1 ft 0 in 1 ft 0 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 ft2 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 ft 0 in 1 ft 0 in None None
5 w 4 None Low -E Double Yes 0.35 0.34 N 9.0 ft2 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
GARAGE
Floor Area Ceiling Area Exposed Wall.Perimeter Avg. Wall Height Exposed Wall Insulation
1 439 ft' 439 ft' 64 ft 8 ft 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
HEATING SYSTEM
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 kBtu/hr 900 cfm 0.7 1 sys#1
6/5/2018 1:46 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4
e..
FORM R405-2017
HOT WATER SYSTEM
Svstem Tvoe SubTVoe Location EF Can Ilse SetPnt rnncPrvahnn
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 ft'
DUCTS
V Supply ---- Return ---- Air CFM 25 CFM25 HVAC #
Location R -Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool
1 Attic 6 341.6 ft Main 85.4 ft2 Proposed Qn Main cfm 85.4 cfm 0.05 0.50 1 1
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
Conlin Jan Feb Mar A r Ma X Jun X Jul X Au X Se Oct Nov Dec
Heating XjJan JX Feb XMar 1XI Apr May Jun 4 Jul f Au( Sep f Oct j Nov X] DecVentinJanFeb (X Mar Apr [ Ma E Jun [ Jul Aug Se X Oct X Nov J Dec
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 78 78 78 78 78 78 78 78 78 78
Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
6/5/2018 1:46 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4
FORM R405-2017
ENERGY PERFORMANCE LEVEL (ESL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* 96
The lower the EnergyPerformance Index, the more efficient the home.
504 E 14th Street, Sanford, FL, 32771
1. New construction or existing New (From Plans) 9. Wall Types Insulation Area
2: Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1276.00 ft=
b. Frame - Wood, Adjacent R=13.0 256.00 ft2
3. Number of units, if multiple family 1 c. N/A R= ft2
4. Number of Bedrooms 3 d. N/A R= ft2
5. Is this a worst case? No 10. Ceiling Types Insulation Area
a. Under Attic (Vented) R=30.0 1708.00 ft2
6. Conditioned floor area (ft2) 1708 b. N/A R= ft2
7. Windows" Description Area
c. WA R= ft2
a. U -Factor: Dbl, U=0.35 162.00 ft2
11. Ducts R ft2
a. Sup: Attic, Ret: Main, AH: Main 6 341.6
SHGC: SHGC=0.34
b. U -Factor: N/A ft2
SHGC; 12. Cooling systems kBtu/hr Efficiency
c. U -Factor: N/A ft2 a. Central Unit 30.0 SEER:15.00
SHGC:
d. U -Factor. N/A ft2
SHGC: 13. Heating systems kBtu/hr Efficiency
Area Weighted Average Overhang Depth: 1.926 ft. a. Electric Heat Pump 30.0 HSPF:8.50
Area Weighted Average SHGC: 0.340
8. Floor Types Insulation Area 14. Hot water systems
a. Slab -On -Grade Edge Insulation R=0.0 21708.00 ft a. Electric Cap: 50 gallons
b. NIA R= ft2
EF: 0:95
c. N/A R= ft2 b. Conservation features
None
15. Credits Pstat
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 homebefore final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature: - Date: fc
Address of New Home: 5D,( E City/FL Zip:
zZZ 1
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'ssupport staff.
Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
6/5/20.18 1:46 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 1
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: The Abaco - 504 E 14th Street Builder Name: Cypress Homes
Street: 504 E 14th Street 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.
The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in anyy dro pped ceiling/soffittheinsulationandanygapsintheairbarriershallbesealed. shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls
The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with
sealed. a material having a thermal resistance of R-3 per inch
Knee walls shall be sealed. minimum.
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and
continuous alignment with the air barrier..
Windows, skylights The space between window/doorjambs and framing, and
and doors skylights and framing shall be sealed.
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated.
Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to
including insulation. maintain permanent contact with the underside of
above -garage subfloor decking, or floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
floors) of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls
Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
Narrow cavities cavities shall be filled by insulation that on
installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spac as.
Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building
shall be sealed to the drywall. thermal envelope shall be air tight and IC rated.
Plumbing and wiring Batt insulation shah 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 wir'na,
Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall
on exterior wall tubs shall separate them from the showers and tubs. be insulated.
Electrical/phone box or The air barrier shall be installed behind electrical or communication
exterior walls boxes or air -sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall
be sealed to the sub -floor or drywall.
Concealed When required to be sealed, concealed fire sprinklers shall only be
sprinklers sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
between fire sprinkler cover plates and walls or ceilinas,
a. in addition, inspection or log wails shall be in accordance with the provisions of ICC -400.
6/5/2018 1:46 PM EnergyGauge® 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 - 504 E 14th Street Builder Name: Cypress Homes
Street: 504 E 14th Street 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: -- R:
Single or Multi Point Test Data
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)(0, (g), or (i) oran
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 anytime 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, if 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)(f), (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:
J"E'S-P
OD WL -
6!5/2018 1:46 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software I 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)(0, (g), or (i) oran
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 anytime 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, if 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)(f), (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:
J"E'S-P
OD WL -
6!5/2018 1:46 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software I Page 1 of 1
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 - 504 E 14th Street Builder Name: Cypress Homes
Street: 504 E 14th Street 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 Leakaae 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 Qn,out)*
Tested Qn (Out) must be less than or equal to the required Qn (Out).
I certify the tested duct leakage to outside, Qn,
is less than or equal to the proposed duct
leakage Qn specified on FORM R405-2017.
SIGNATURE:
PRINTED NAME:
DATE: 6/5/2018
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)(0,
g), or (i), Florida Statutes.
BUILDING OFFICIAL:
DATE:
6/5/2018 1:46 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1
wrightsoft, Project Summary
Entire House
Energy Air, Inc
5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyaircom Web: www.energyaircom
r
For: TheAbaco - 504 E 14th Street, Cypress Homes
504 E 14th Street, Sanford, FL 32771
Notes:
Weather: Orlando ExecutiveAP, FL, US
Winter Design Conditions
Outside db 44 OF
Inside db 70 OF
Design TD 26 OF
Heating Summary
Structure 15367 Btuh
Ducts 1876 Btuh
Central vent (0 cfm) 0 Btuh
none)
OF
Daily range
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 17243 Btuh
0.044
Infiltration
Static pressure 0.50 in H2O
Method Simplified
Construction quality
Space thermostat
Average
Fireplaces 0
Heating co16nn
Area (ftp 1691
Volume (ft) 13531 13531
Air changes/hour 0.38 0.20
Equiv. AVF (cfm) 86 45
Heating Equipment Summary
Make Carrier
Trade CARRIERAIR CONDITIONING
Model 25HBC53OA00300
AHRI ref 9154945 .
Job:
Date: Aug 29, 2016
By:
Summer Design Conditions
17855
Outside db 93 OF
Inside db 75 OF
Design TD 18 OF
Daily range L
0
Relative humidity 50
Moisture difference 44 gr/Ib
Sensible Cooling Equipment Load Sizing
Structure 17855 Btuh
Ducts 2227 Btuh
Central vent (0 cfm) 0 Btuh
none)
Btuh
Temperature rise 29 OF
Blower 0 Btuh
Use manufacturer's data y
Rate/swing multiplier 1.00
Equipment sensible load 20082 Btuh
Latent Cooling Equipment Load Sizing
Structure 2835 Btuh
Ducts 412 Btuh
Central vent (0 cfm) 0 Btuh
none)
Btuh
Temperature rise 29 OF
Equipment latent load 3248 Btuh
Equipment Total Load.(Sen+Lat) 23330 Btuh
Req. total capacity at 0.70 SHR 2.4 ton
Cooling Equipment Summary
Make Carrier
Trade CARRIERAIR CONDITIONING
Cond 25HBC53OA00300
Coil FX4DNB031 L
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 airflow 875 cfm Actual airflow 875 cfm
Airflowfactor 0.051 cfm/Btuh Airflowfactor 0.044 cfm/Btuh
Static pressure 0.50 in H2O Static pressure 0.50 in H2O
Space thermostat Load sensible heat ratio 0.86
Capacity balance point = 33 OF
Backup:
Input = 7 kW, Output= 24157-Btuh, 100 AFUE
Bold/rtalic values have been manuallyoverridden
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
wrightsc),ft1
2018 -Jun -0513:45:58
Right -Suite® Universal 2018 18.0.11 RSU17013 Page 1
SCA ...ic WrightsotHTheAbaco - 504 E 14th Street.rup Calc = MJ8 Front Door faces: S
wlrightsofts Manual S Compliance Report
Entire House
Energy Air, Inc
5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyaircom web: www.energyaircom
t
For: The Abaco - 504 E 14th Street, Cypress Homes
504 E 14th Street, Sanford, FL 32771
Job:
Date: Aug 29, 2016
By:
Manufacturer's Performance Data at Actual Design Conditions
4
SpIitASHP
Design Conditions
Carrier Model: 25HBC530A00300+FX4DNB031 L
Actual airflow:
Outdoor design DB: 92.6°F Sensible gain: 20082 Btuh Entering coil DB: 75.0°F
Outdoor design WB: 75.9°F Latentgain: 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: SpIitASHP
Manufacturer: Carrier Model: 25HBC530A00300+FX4DNB031 L
Actual airflow: 875 cfm
Sensible capacity: 22242 Btuh 111% of load
Latent capacity: 4294 Btuh 132% of load
Total capacity: 26536 Btuh 114% of load SHR: 84%
N SARI • o
Design Conditions
Outdoor design DB: 44.2°F Heat loss: 17243 Btuh
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: SpIitASHP
Manufacturer: Carrier Model: 25HBC530A00300+FX4DNB031 L
Actual airflow: 875 cfm
Output capacity: 27819 Btuh 161 % of load
Supplemental heat required: 0 Btuh
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 875 cfm
Output capacity: 7.1 kW 140% of load Temp. rise: 50 OF
Meets all requirements ofACCA Manual S.
Entering coil DB: 70.0°F
Capacity balance: 33 OF
Economic balance: -99 OF
W rightsai
2018 -Jun -05 13:45:58
Right-SuiUniversal 2018 18.0.11 RSU17013
Page 1
ACCK
te®
icwrightsott\TheAbaco -504E14thStreet.rup Calc=MJ8 FrontDoorfaees: S
Wrightsoft, Duct System Summary
Entire House
Energy Air, Inc
5401 Energy Air, Ct, Orlando, Fl- 32810 Phone: 407-886-3729 Email: GRenner@energyaircom web: www.energyaircom
For: TheAbaco - 504 E 14th Street, Cypress Homes
504 E 14th Street, Sanford, FL 32771
Job:
Date: Aug 29, 2016
By:
Name
Heating Cooling
Extemal static pressure 0.50 in H2O 0.50 in H2O
Pressure losses 0.22 in H2O 0.22 in H2O
Available static pressure 0.28 in H2O 0.28 in H2O
Supply / return available pressure 0.203 /0.077 in H2O 0.203 / 0.077 in H2O
Lowest friction rate 0.124 in/100ft 0.124 in/100ft
Actual airflow 875 cfm 875 cfm
Total effective length (TEL)
h 3546 180
226 ft
0.126
Name
Design
Btuh)
Htg
cfm)
Clg
cf n)
Design
FR
Diann
in)
H x W
in)
Duct
Mat
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 st1
bedroom c 2156 60 94 0.124 7.0 Oxo VIFx 33.9 130.0 st1
bedroom2 h 3546 180 120 0.126 8.0 Ox 0 VIFx 31.2 130.0 st1
d2 -A h 400 20 8 0.124 4.0 Ox 0 VIFx 33.1 130.0 st1
d3 -A h 423 21 8 0.125 4.0 Ox 0 VIFx 32.4 130.0 st1
famjdt,din c 2104 67 92 0.137 6.0 Ox 0 VIFx 22.7 125.0 st3
fam,k it,din-A c 2104 67 92 0.136 6.0 Ox 0 VIFx 24.1 125.0 st3
m,kit,din-B c 2104 67 92 0.140 6.0 Ox 0 VIFx 20.1 125.0 st3
fam,kit,din-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 Oxo 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 Oxo VIFx 6.8 80.0
we c 56 1 2 0.156 4.0 Ox 0 VIFx 10.0 120.0 st2
VAC h 994 50 24 0.152 5.0 Ox 0 VIFx 13.3 120.0 st2
Boldritalic values have been manuallyoverridden
wriyghtsoft-
Right -Suite® Universal 2018 18.0.11 RSU17013
CCClk ...icwrightsoft\The Abaco- 504E14thStreet.rup Calc=MJ8 FrontDoorfaces: S
2018 -Jun -0513:45:58
Page 1
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type cfm) cfm) FR fpm) in) in) Material Trunk
st1 PeakAVF 285 236 0.124 523 10.0 0 x 0 VinlFlx
st2 PeakAVF 238 177 0.150 538 9.0 0 x 0 VinlFlx
st3 PeakAVF 267 367 0.134 467 12.0 0 x 0 VinlFlx
Boldritalic values have been manuallyoverridden
wriyghtsoft-
Right -Suite® Universal 2018 18.0.11 RSU17013
CCClk ...icwrightsoft\The Abaco- 504E14thStreet.rup Calc=MJ8 FrontDoorfaces: S
2018 -Jun -0513:45:58
Page 1
6 Return Brandi Detail,Table ' g
Name
Grille
Size (in)
Htg
cfm)
Clg
cfm)
TEL
ft)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Mat Trunk
rb1 Ox 0 875 875 62.3 0.124 292 18.0 18x 24 RtFg
Boldrrtalic values have been manuallyoverridden
wrightsoR~
Right -Suite® Universal 2018 18.0.11 RSU17013
A CA....icmightsoft\TheAbaoo-504E 14thStreet.rup Calc =MJ8 Front Door faces: S
2018 -Jun -05 13:45:58
Page 2
Level 1
Job M
Performed for
The Abaco - 504 E 14th
504 E 14th Street
Sanford, FL 32771
Energy Air, Inc
Street 5401 EnergyAir, Ct
Orlando, FL 32810
Phone: 407-886-3729
www.energyair.com GRenner@energyair.com
Scale: 1/8" =1'0"
Page 1
Right -Suite® Universal 2018
18.0.11 RSU17013
2018 -Jun -0513:46:10
heAbaco - 504 E 14th Streetrup
RECORD COPY
IIKG R; PIuamaibIng, I nc,
3939 Fourestrat Ave, suilte 700„ Oflan a,, FH, 32806
CFC1425 J25
407-898=2023
Kyle G Roe
r
Vertical Datum- N
Beginning storm lnle "
e
2 Corb & gutter A
Benchmark Information -
SW Corn f Lot 1 Block 2.>
A
San
14th Street .#2
P attgd.As —
rnta
Plat Book Pagf
Florida Department of Transportation Datum Elevation: 30.34' 1
cab
I Lot 13
Celery Avenue Addition
Par el B
60' Right -Of -Way)
BuIlding Tea are NOT to be used to reconstruct Property Lines.
Fence Ownership is NOT determined.
Plat Book 1, Page 125
Florida Department of Transportation
DescnDrainaripgtioe Easement Power Pole
SB = Set Backs,
HEsT
I'll
Florida Permanent Reference Network (FPRN) District 5
PppRM - Permanent Reference
Monumen
0
G.P.S. - Geodetic NTRIP Network Base I.D. - Sanford IBlock
dy.
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Comer ry
TUBS NOTVAUDUN and EmbossedwHlSurveyors Seal.
Continuously Operating Reference Station (Cors) Station: SNFD s
e g,
Set 7" Rebar
8 Cap "LB 7623"
ry9.
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cold G jy Pol y
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Length (Arc)
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9s We 15' of
Measured
Nail 8 Disk
Site Benchmark Information -Z",
N.R
Lot 2 Block 2 ' z9
Subject to Final Approval by FEMAM.A. This Determination may be
Lake Mary, Florida 32746ORBPOfficialRecordsBook
Plat
20'Rear Setback_
by Flood Factors and/or other information NEITHER known
by NOR given to this Surveying Company at the time of this Endeavor.
BM #1
P.B. Plot Book A - Della (Cenral Angle)
P R\psi
Office -407.678.3366 Fax -407.320.8165
o Lot 1 P
30
Set Nail & Disk (LB 7623) in Edge of Pavement rfl c, m Block 2
Elevation: 28.05' eoI'; Z Zzs.o
srosedSetNail & Disk (LB 7623) in Edge of Pavement y a o o One Story :,
Elevation: 28.48' N ; o Concrete Block'
IN y{ Re id504
FFE =2'
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t,
d'....')'....'
eogParcelA
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16AboveCrow"i ,
QjE
Grade Type'A".',
slid
293 Entry .'.'. I ..
Boundary & Plot Plan Survey w 14.6'.: "20A h
T 25.0' 25' Fr nt Selback 10.0'
Legal Description: Parcel A ProposedPavers
121 _ ry9 Sidewalk Proposed
Lot 1 and the West 15 feet of Lot 2, Block 2, San Lanta, accordingto
cal,
Jp :, wP '
m
Pavers
D°veway1 V o'(D
the Plat thereof, recorded in Plat Book 3, Page(s) 80, of the Public
Ory
60.00' (P) zso. L2or
Records of Seminole County, Florida, being more particularly 27..;
rya.
ProposeA s' cone sidewalk " e e a
described as follows:
Beginning at the Southwest comer of said Lot 1, Block 2, thence run
North 00°00'00" West, along the East right of way line of Cypress
Avenue, 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 departing said East right of way, North 90°00'00"
East, along said South boundary, 75.00 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, 75.00 feet, to the
Point of Beginning.
N
Lot 14
Celery Avenue Addition
Plat Book 1, Page 125
QI
1
I V JC7 S
g
35.00' (D) 25.00' (D) PROVES P AiV:s
East 35' of I West 25' of
Lot 2 Block 2 1 Lot 3 Block 2
Not Included in
this Legal a
Description 18v ky T.
Cn Cn
Notes-
Sumey is Based upon the Legal Description Supplied by Client.
Abubing Properties Deeds have NOT been Researched for Gape,
Overlaps and/or Hiatus.
Subject to any Easements and/or ResMctions of Record.
Beginning storm lnle "
e
2 Corb & gutter A
Oo
0
c.no
SW Corn f Lot 1 Block 2.>
m C5 San
14th Street .#2
P attgd.As —
rnta
Plat Book Pagf
mm
Conceelte Block
cab I
v
00 o Par el B
60' Right -Of -Way)
I
Ok to construdt Single Family house as shown on plan.
eets area'and dimension regulations'for the
4-R-A zoning district. Per Schedule J, at least one (1)
tree shall be located in the required front yard.
L1
S 00°00'00" W 75.00'(D)
S 89°44'37" W 75.09' (M)
L2
N 00°00'00" E 75.00'(D)
N 89°42'59" E 75.11' (M)
Point of
Notes-
Sumey is Based upon the Legal Description Supplied by Client.
Abubing Properties Deeds have NOT been Researched for Gape,
Overlaps and/or Hiatus.
Subject to any Easements and/or ResMctions of Record.
Beginning storm lnle "
e
2 Corb & gutter A
Asphalt Road)
SW Corn f Lot 1 Block 2.>
Calculated
14th Street .#2
P attgd.As —
Fnd. F Rebar
C`B Conceelte Block
Known As: East 14th Street
No Id ntification)
BIOc C Corner
o
Existing Grade Elevation
a
i =
Proposed Grade Elevation
60' Right -Of -Way)
P.O.B.- Point of Beginnirg
P.O.L.-Point on Line
BuIlding Tea are NOT to be used to reconstruct Property Lines.
Fence Ownership is NOT determined. FOR
Gra hie Scale
DescnDrainaripgtioe Easement Power Pole
SB = Set Backs,
HEsT
I'll
Easemen
PppRM - Permanent Reference
Monumen
as shown hereon are from the lot specific
site plan as provided by the client Revision: Added Plot Plan -
6.
06/01/18 - BMJ
15' 3 Al.
PT - Point of Tangency Septic Tanks and/or Drainfield locations are approximate and MUST This Survey is intends Ni; ',(Qr use of Said Certified Parties.
FFE
Scale: V=30'
T-4—
Flood Description:
By performing a search with the local governing municipality or
www.fema.gov, the 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: Cypress Homes
504 EAST 14TH STREET, SANFORD, FLORIDA
Field Date: 3/6/18 Date Completed: 05/14/18 Notes-
Sumey is Based upon the Legal Description Supplied by Client.
Abubing Properties Deeds have NOT been Researched for Gape,
Overlaps and/or Hiatus.
Subject to any Easements and/or ResMctions of Record.
Ihemby Ceityythetthis Boumiu, suw.ymne,bove o. ac dPropedyia
Tm..ndc«r.dtodre B.slofmyxnowfedye.M eeref as reo.my surveyed
under my Di—ion on the wleShown. B,, a on lnronvu,r,N nieh.d m M.
Notal no c—roans to the standard of Pro— for I --
Surveying in the State of Florida in.<mrdri.. with Chapter 5J-17.052 Florlda
Drawn By: BMJ File Number: IS-44842PP
Legend- g
C Calculated PC - Point of Curvature Bearing Basis shown hereon, is Assumed and Based upon the Line Aeministrew. coos., PI,.—t row 4n 7 Florid. Statute..
C`B Conceelte Block cal' . portj of InersecYion Denoted vnth a "BB". 4PtcKF!R
CMCone. Conuete Monument
Concrete
P.O.B.- Point of Beginnirg
P.O.L.-Point on Line
BuIlding Tea are NOT to be used to reconstruct Property Lines.
Fence Ownership is NOT determined. FOR
DDE DescnDrainaripgtioe Easement Power Pole Roof Overhangs, Underground Utilities and/or Footers have NOT
HEsT
Eamt. Easemen
PppRM - Permanent Reference
Monumen been located UNLESS otherwise noted. Patrick K. Irelan o,'.r1gRd S 637 LB 7623
F.E.M.A -Federal Emergexy PT - Point of Tangency Septic Tanks and/or Drainfield locations are approximate and MUST This Survey is intends Ni; ',(Qr use of Said Certified Parties.
FFE
Manag.ment Agency R -Radius
Finished Floor Elevation
be verified by appropriate Utility Location Companies. TUBS NOTVAUDUN and EmbossedwHlSurveyors Seal.
Find. Found
Rad. - Radial
RBC -Rebar 8 Cep
Use of This Survey for Purposes other than InlentleQ WflhaN
Written Verification, VJIII beat the Sole Risk and outut 1 j
IP Iron Pipe Rec. - Recovered HereoUahillrytotheSurveyor. Nothing Hereon shall be Construed to givet
v _ WailLLength (Arc) Rfd. -Roofed ANY Rights or Benefits to Anyone Other than those Certified. 9,/``jf IWI'
MN8D Measured
Nail 8 Disk
Set -Set h' Rebar 8
Cap "LB 7623" Fload Zone Determination Shown Heron is Given as a Ccurtes andY.
N.R Nor.Raaial 7y -Typical Subject to Final Approval by FEMAM.A. This Determination may be
Lake Mary, Florida 32746ORBPOfficialRecordsBook
Plat
uE - Utility Eaaementffected
WM -water Meter
by Flood Factors and/or other information NEITHER known
by NOR given to this Surveying Company at the time of this Endeavor. www.Irelandsurveying.CAmP.B. Plot Book A - Della (Cenral Angle) Ireland 8 P55otlates Surveyin Inc. d the Signing surveyor assumeNOLiab'li for the Accura .1 this Data,.. tion. Office -407.678.3366 Fax -407.320.8165
1,
STATE CERT .LIC EC13003715
ELECTRICAL SERVICES, INC.
8000
Oven
HOLDER: JOSEPH STRADA
3400 St Johns Pkwy
0
Microwave 1
NEC 2011/FBC 107
SANFORD,FL R A D AN
Disposal 1 500
877-906-1113
0 3250 0
3 1
ELECTRIC • SECURITY
5000 3250 8530
ELECTRICAL LOAD CALCULATIONS
6168 5000 3250 0
UPDATED 5-8-2012
MODEL:
5000
ABACO
0
5
5 KW SETUP
8160
BUILDER
3250
CYPRESS HOMES
SUBDIVISON
VOLT/AMPS TON QTY KW
LARGEST LOAD: HEAT PUMPS W/SUPPLEMENTAL HEAT 1 8530 2 4032 10000 6500 0
Includes Heat Pump and Heat Strips on together @100%. 2.5 5040 10000 6500 0
3 5280 10000 6500 0
Square feet living areal 17081 3 voltam s 1 5124 3.5 6168 8000 5200 0
Small Appliance Circuits 3 4500 4 6888 8000 5200 0
Laundry Circuit 1 1500 5 8160 10000 6500 0
Dishwasher 1 1500
Water Heater 1 4500 10 KW SETUP 0
Range 1 8000
Oven 0
Cooktop 0
Microwave 1 1100
Dryer 1 5000
Disposal 1 500
Pool 0
misc
TOTAL OTHER LOAD 31724
FIRST 10KVA@100% 10,000
REMAINDER @ 40% 8690
LARGESTLOAD 8530
TOTAL LOAD 27 220 V.A./ 240VOLTS= 1 113
SIZE
RECOMMENDED
150 MINIMUM PER 150
SERVICE SIZE: I I NEC
TON QTY 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
5
5 KW SETUP
8160 5000 3250 0
8530
POS OL PREWIRES
QTY, AMPSI
40
v„'10Q X240x,0A
Note: This Load Calc is base on the information provided by the builder. The recommended service size will be installed leaving sufficient usage for future homeowner.
O
co as
0
c
CIO
W
B
RECORD COPY
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
a
Affmek
RE: Abaco - MiTek USA, Inca
Site Information:
6904 Parke East Blvd.
Customer Info: Cypress Home Builders Project Name: Abaco_ Model: Abaco
Tampa, FL 33610-4115
Lot/Block: Subdivision:
Address: 504 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: FBC2017/TP12014 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 in
conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date No. Seal# Truss Name Date
11 IT14228390 CJ1 6/6/18 112 IT14228401 T07 I6/6/18
12_ I T14228391, I CJ3 16/6/18 113 I T14228402 I T08 16/6/18
13 I T14228392 I CJ5 16/6/18 114 I T14228403 I T09 16/6/18
14 I T14228393 I EJ7 16/6/18 115 I T14228404 I T10 16/6/18
15 I T14228394 I HJ7 16/6/18 116 I T14228405 I T11 16/6/18
16 I T14228395 I T01 16/6/18
I7 I T14228396 I T02 6/6/18
18 I T14228397 I T03 6/6/18
19 I T14228398 I T04 6/6/18
110 I T14228399 I T05 6/6/18
Ill I T14228400 I T06 6/6/18 I
USANFORD
1 g 26 38
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
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/TPI 1. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were
given to MiTek. Any project specific information included is for MiTek's customers
file reference purpose only, and was not taken into account in the preparation of
these designs. MiTek has not independently verified the applicability of the design
parameters or the designs for any particular building. Before use, the building designer
should verify applicability of design parameters and properly incorporate these designs
into the overall building design per ANSI/TPI 1, Chapter 2.
Q PS A 44%6
No 39380
STATE OF UU
44/
0, . .O R \'D GN
Thomas A. Albani.PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 6,2018
Albani, Thomas 1 of 1
Job Truss Truss Type _ Qty Ply
TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 2 >999 240 MT20 244/190
TCDL 7.0
T14228390
ABACO Cil Jack -Open 10 1
WE 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2017lTP12014 Matrix -P
Job Reference (optional)
Builders FirstSource, Tampa, Plant City, Florida 33566 822U s May 24 2U18 MI I ek Industries, Inc. wed Jun 6 U8:32:11 2U18 Page 1
I D: pMdwcac8k4naVYOYJ Qck9rzW80k-nu7wboRWvgLcfrOcYQMXIdLKErxKd?fE IwzxH Pz934Y
1-0-0 1-0-0
1-0-0 1-0-0
2x4 = ST1.5x8 STP =
0
v6
Scale= 1:6.5
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 2 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 180
BCLL 0.0 Rep Stress Incr YES WE 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2017lTP12014 Matrix -P Weight: 5 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (Ib/size) 3=-8/Mechanical, 2=125/0-8-0, 4=9/Mechanical
Max Horz 2=30(LC 8)
Max Uplift 3=-8(LC 1), 2=-69(LC 8)
Max Grav 3=15(LO 8), 2=125(LC 1), 4=18(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES- (6)
1) Wind: ASCE 7-10; Vult=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) zone;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 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. Alban) PE No.393S0
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 6,2018
WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual build ing component, not
a
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East BIW.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610
Job Truss T uss Type Qty Ply
PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25
7
Vert(LL) -0.00 2-4 >999 240
T14228391
ABACO CJ3 Jack -Open 10 1
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
Job Reference (optional)
Builders Firstbource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MiTek Industries, Inc. Wed Jun 6 08:32:12 2018 Page 1
ID: pMdwcac8k4na VYOYJQck9rzW80k-F5hJp8S8g8TTH?zo58tm IrtVKFF WMSvNXaiVprz934X
1-0-03-0-0
1-0-0 3-0-0
of
2x4 =
1.5x8 STP =
Scale = 1:10.8
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 2-4 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -P Weight: 11 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
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
NOTES- (6)
1) Wind: ASCE 7-10; Vult=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 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone,C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 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.39390
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33810
Date:
June 6,2018
WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 10/0312015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not _
a truss system. Before use, the building designer must verify the applicability of design parameters antl properly incorporate this tlesgn 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 MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Qty Ply
in loc) Weill L/d
TCLL 20.0 Plate Grip DOL
T14228392
ABACO CJ5 Jack -Open 10 1
240
TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT)
Job Reference (optional)
Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MiTek Industries, Inc. Wed Jun 6 08:32:13 2018 Page 1
I D: pMdwcac8k4na VYOYJ Qck9rzW80k-j H FhOUTm R S b Ku8Y?ff0?g2QaVfYs5v9Xl E S2M Iz934 W
1-0-05-0-0
1-0-0 5-0-0
N
0
2X4 —
ST1.5x8 STP =
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Weill L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.03 2-4 999 240
TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.05 2-4 999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (Ib/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical
Max Horz 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.
Scale = 1:15.8
O
ON
PLATES GRIP
MT20 244/190
Weight: 17 Ib FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES- (6)
1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. Il; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 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. Alban) PE No.393 0
MiTek USA, Inc. FL Cert 6634
69U Parke East Blvd. Tampa FL 33610
Date:
June 6,2018
WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473rev. 1010312015 BEFORE USE.
v
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not _
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTekisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, OSB -89 and BCSI Building Component 6904 Parke East BIW.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 36610
Job Truss Truss Type Qty Ply
in loc) I/defl Lid
TCLL 20.0 Plate Grip DOL
T14228393
ABACO EJ7 Jack -Open 26 1
240
TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT)
Job Reference o tional
Builders FirstSource, Tampa, Plant City, Florida 33566
1-0-0
1-0-0
8.220 s May 24 2018 MiTek Industries, Inc. Wed Jun 6 08:32:15 2018 Page 1
ID:pMdwcac8k4naVYOYJQck9rzW80k-fgNRRAVOz3s18ShNnGQTwTVt?SBuZpepDYx9QAz934U
7-0-0
7-0-0
Scale = 1:19.8
3x4 = 4
ST1.5x8 STP =
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Lid
TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.09 2-4 850 240
TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) 0.18 2-4 431 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -SH
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
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(LC 12)
Max Grav 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.
PLATES GRIP
MT20 244/190
Weight: 23 Ib FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES- (6)
1) Wind: ASCE 7-10; Vult=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 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2 except Qt=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.39360
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 6,2018
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE.
Design valid for use only wihMiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Qty Ply
Plate Grip DOL 1.25 TC 0.39
TCDL 7.0 Lumber DOL 1.25
T14228394
ABACO HJ7 Diagonal Hip Girder 5 1
Code FBC2017ITP12014 Matrix -SH
LUMBER -
TOP CHORD 2x4 SP No.2
Job Reference (optional)
Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MiTek Industries, Inc. Wed Jun 6 08:32:17 2018 Page 1
ID:pMdwrac8k4naW0YJQck9rzW80k-c2VCsrWGVg6lNmrmuhTx?ubGOGtd1 ew6gsQGV3z934S
1-5-0 5-2-9 9-10-1
1-5-0 5-2-9 4-7-8
I
Scale = 120.6
2X4 — 2X4 — [
x4
5
3x4 =
LOADING (psf) SPACING- 2-0-0 CSI.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.39
TCDL 7.0 Lumber DOL 1.25 BC 0.46
BCLL 0.0 Rep Stress Incr NO WB 0.33
BCDL 10.0 Code FBC2017ITP12014 Matrix -SH
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (Ib/size) 4=124/Mechanical, 2=445/0-10-15, 5=290/Mechanical
Max Horz 2=131(LC 4)
Max Uplift 4=-87(LC 4), 2=-145(LC 4), 5=-82(LC 8)
FORCES. (lb) - 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
DEFL. in (loc) I/defl Lid PLATES GRIP
Vert(LL) -0.03 6-7 >999 240 MT20 244/190
Vert(CT) -0.07 6-7 >999 180
Horz(CT) 0.01 5 n/a n/a
Weight: 41 Ib FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES- (8)
1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4, 5 except (jt=1b)
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 Ib down and 38 Ib up at 4-2-15, 25 Ib down and 38 Ib up at 4-2-15, and 50 Ib down
and 87 Ib up at 7-0-14, and 50 Ib down and 87 Ib up at 7-0-14 on top chord, and 1 Ib down at 1-4-15, 1 Ib down at 1-4-15, 18 Ib
down at 4-2-15, 18 Ib down at 4-2-15, and 38 Ib down at 7-0-14, and 38 Ib down at 7-0-14 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 (plf)
Vert: 1-4=-54, 2-5=-20
Concentrated Loads (lb)
Vert: 8=44(F=22, 8=22) 10=-75(F=-38, B=-38) 13=-36(F=-18, B=-18)
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. Alban) PE No.393 0
MiTek USA. Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 6,2018
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE.
e
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not watrusssystem. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of! ndividu a I truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Qty Ply
in (loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25
714228395
ABACO T01 HIP GIRDER 1 n
Lumber DOL 1.25 BC 0.85 Vert(CT) 0.91 17-18
L Job Reference (optional)
Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MiTek Industries, Inc. Wed Jun 6 08:32:22 2018 Page 1
ID: pMdwcac8k4naVYOYJ Qck9rzW80k-y015vZaPKDk2UXkjhE26iyl28H Ujisxrg871 AGz934N
1-0- 3-9-14 7-0-0 12-3-7 17-5-2 22-6-14 27-8-9 33-0-0 36-2-2 40-0-0 1-0-
0-0 3-9-14 3-2-2 5-3-7 5-1-11 5-1-11 5-1-11 5-3-7 3-2-2 3-9-14 -0-
Scale = 1:72.7
3x4 =
5.00 12
5x6 =
5x8 = 2x4 II 3x6 —
4 22 23 5 24 25 626 27 7 828
5x8 = 5x6 =
29 309 31 32 10
3
ST1.5x8 STP = 21
33 34 20 19 35 36 18 37 38 39 17 40 41 42 t6 15 43 44 14 ST1.5x8 STP =
4x6 = 5x8 =
6x8 =
5x8 = 4x6 — 7x10 —
5x8 — 4x6 —
2x4 II
i 7-0-0 12-3-7 17-5-2 22-6-14 27-8-9 33-0-0 40-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.49 17-18 971 240
TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.91 17-18 518 180
BCLL 0.0 * Rep Stress Incr NO WB 0.54 Horz(CT) 0.14 12 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -SH
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x6 SP No.2 *Except* BOT CHORD
15-20: 2x6 SP M 26
WEBS 2x4 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 (Ib) 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
BOT CHORD 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=-140/277, 4-21=-583/2086, 5-21=-3419/1178, 5-19=0/463, 5-18=-513/1547,
6-18=-528/328, 8-17=-516/314, 9-17=-511/1597, 9-16=0/429, 9-14=3359/1137,
10-14=-563/2068, 11-14=-146/285
PLATES GRIP
MT20 244/190
Weight: 463 Ib FT = 20%
Structural wood sheathing directly applied or 3-2-4 oc purlins.
Rigid ceiling directly applied or 9-3-8 oc bracing.
NOTES- (10)
1) 2 -ply truss to be connected together with 1 O (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; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=15ft, Cat. 11; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b)
2=951,12=986.
WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
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 ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
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
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 6,2018
O
WOW
6904 Parke East Blvd.
Tampa, FL 35610
Job Truss Truss Type Qty Ply
T14228395
ABACO T01 HIP GIRDER 1
Job Reference (optional)
Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MiTek Industries, Inc. Wed Jun 6 08:32:22 2018 Page 2
I D: pMdwcac8k4naVYOYJ Qck9rzWBOk-y015vZaPKDk2UXkjhE26iyl28H Uj isxrg871 AGz934N
NOTES- (10)
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 Ib down and 107 to up at 7-0-0, 105 Ib down and 107 Ib up at
9-0-12, 105 Ib down and 107 Ib up at 11-0-12, 105 Ib down and 107 Ib up at 13-0-12, 105 Ib down and 107 Ib up at 15-0-12, 105 Ib down and 107 Ib up at 17-0-12, 105 Ib
down and 107 Ib up at 19-0-12, 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 Ib 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 320 Ib
down and 109 Ib up at 7-0-0, 81 Ib down at 9-0-12, 81 Ib down at 11-0-12, 81 Ib down at 13-0-12, 81 Ib down at 15-0-12, 81 Ib down at 17-0-12, 81 Ib down at 19-0-12,
81 Ib down at 20-11-4, 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 28-11-4, and 81 Ib down at 30-11-4, 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.
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 CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-54, 4-10=-54, 10-13=-54, 2-12=-20
Concentrated Loads (lb)
Vert 4=-105(B)7=-105(B)10=-153(B)21=-320(B)14=-320(B)22=-105(B)23=-105(B)24=-105(B)25=-105(B)26=-105(B)27=-105(B)28=-105(B)29=-105(B)
30=-105(B)31=-105(B)32=-105(B)33=-58(B)34=-58(B)35=-58(B)36=-58(6)37=-58(6)38=-58(8)39=-58(6)40=-58(B)41=-58(B)42=-58(8)43=-58(B)
44=-58(6)
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE.
ea
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an intlividuaI building component, not "
AIR- - - !
a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTekisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. ' Tampa, FL 36610
Job Truss Truss Type Qty Ply
7-4-9
Plate Offsets (X Y)-- 12 0-0-10 Edge] [4:0-3-0,0-2-41, [8:0-5-12,0-2-81, f 10 0-0-10 Edgel
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
T14228396
ABACO T02 Hip 1 1
Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.97
Job Reference (optional)
Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MiTek Industries, Inc. Wed Jun b u8:32:24 2U18 Hage 1
ID: pMdwcac8k4naVYOYJQck9rzW80k-uOQrKEbfsq_mj rt6of5anN N K459jAi38H Sc7 F9z934L
1-0- 5-8-11 16-4-9 23-7-7 31-0-0 34-35 40-0-0 1-0-
0-0 5-8-11 3-3-5 7-4-9 77 2-13 7-4-9 3-3-5 5-8-11 -0-
Scale = 1:72.7
5x6 =
5x8 = 3x6 = 2x4 II 5x8 =
5.00 12
4 20 5 6 7 21 B
ST1.5x8 STP = 17
16
15 14
13
12 ST1.5xB STP =
3x6 = 5x8 =
3x8 MT20HS =
2x4 5x8 =
4x6 —
3x4 = 3x6 =
9-0-0 16-4-9 23-7-7 31-0-0 40-0-0
9-0-0 7-4-9 7-2-13 7-4-9 9-0-0
Plate Offsets (X Y)-- 12 0-0-10 Edge] [4:0-3-0,0-2-41, [8:0-5-12,0-2-81, f 10 0-0-10 Edgel
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This Item has been
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.36 14-15 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) 0.71 14-15 >667 180 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.19 10 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -SH Weight: 192 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied.
6-8: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
BOT CHORD 2x4 SP No.1 *Except* WEBS 1 Row at midpt 5-17
13-16: 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (Ib/size) 2=1527/0-8-0, 10=1527/0-8-0
Max Horz 2=58(LC 12)
Max Uplift 2=-423(LC 8), 10=-423(LC 9)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3084/1540, 3-4=-2888/1425, 4-5=-2665/1365, 5-7=-3714/1842, 7-8=-3714/1842,
8-9=-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=-416/320, 8-14=-604/1292,
8-12=-85/370
NOTES- (8)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=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 14-7-14, Interior(1)
14-7-14 to 31-0-0, Exterior(2) 31-0-0 to 36-7-14, Interior(1) 36-7-14 to 41-0-0 zone;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This Item has been3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated. electronically Signed and
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. sealed by Albani, Thomas, PE
6) * This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature.
will fit between the bottom chord and any other members. Printed Copies of this
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except at=1b) document are not Considered2=423,10=423.
8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any signed and sealed and the
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." signature must be verified
on any electronic copies.
Thomas A. Albany PE No.39390
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33810
Date:
June 6,2018
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not tag'
M1
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing irniTek°
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 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Qty Ply
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d
T14228397LobRefeirLence(optic nal)
ABACO T03 Hip 2 1
MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.58 15-17 >811 180
Printed copies of this
Isunclers f irstaource, I ampa, rlant Llty, rlorlca 33Lbb 8.220 s May 24 2018 MiTek Industries, Inc. Wed Jun 6 08:32:25 2018 Page 1
I D: pMdwcac8k4naW0YJQck9rz VvBOk-N b_DXacIc86dL_S IMMcpJawbtUV Wv7pl W5Mhnbz934K
1-0- 5-3-10 11-0-0 17-0-0 23-0-0 29-0-0 34-8-6 40-0-0 1-0-
0-0 5-3-10 5-8-6 6-0-0 6-0-0 6-0-0 5-8-6 5-3-10 1 -0-
Scale = 1:72.7
5.00 12
5x6 =
4
3x4 = 3x6 3x4 = 5x6 =
5 20 6 721 8
ST1.5x8 STP = 18 17 16 15 14 13 12. ST1.5x8 STP =
3x6 = 2.4 I 2x4 3x6 = 4x6 = 3x4 = 3x8 =
3x8 = 4x6 =
5-3-10 11-0-0 20-0-0 29-0-0 34-8-6 40-0-0
5-3-10 5-8-6 9-0-0 9-0-0 5-8-6 5 -3-10
Plate Offsets (X Y)-- 12 0-0-10 Edgel [4:0-3-0.0-2-41, [8:0-3-0.0-2-41, 1100-0-10 Edgel
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.28 15 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.58 15-17 >811 180
Printed copies of this
BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.18 10 n/a n/a
signature must be verified
BCDL 10.0 Code FBC2017/TP12014 Matrix -SH
MiTek USA, Inc. FL Cert 6634
Weight: 199 Ib FT = 20%
LUMBER- BRACING -
Date:
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-2 oc purlins.
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
WEBS 2x4 SP No.3
REACTIONS. (Ib/size) 2=1527/0-8-0, 10=1527/0-8-0
Max Horz 2=70(LC 12)
Max Uplift 2=-402(LC 8), 10=-402(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3175/1539, 3-4=-2739/1354, 4-5=-2494/1317, 5-7=-3092/1549, 7-8=-2494/1317,
8-9=-2739/1354, 9-10=-3175/1539
BOT CHORD 2-18=-1338/2849, 17-18=-1338/2849, 15-17=-1315/3033, 13-15=-1317/3033,
12-13=-1341/2849,10-12=-1341/2849
WEBS 3-17=-412/304, 4-17=-279/731, 5-17=-790/388, 7-13=-790/388, 8-13=-279/731,
9-13=-412/304
NOTES- (7)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=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 11-0-0, Exterior(2) 11-0-0 to 16-7-14,
Interior(1) 16-7-14 to 29-0-0, Exterior(2) 29-0-0 to 34-8-6, 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
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 fit between the bottom chord and any other members. Sealed by Albarli, Thomas, PE
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) using a Digital Signature. 2=402,10=402.
7) 'This manufactured 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 coppies.
Thomas A. Alban) PE No.39360
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 6,2018
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11#II.7473 rev. 1010312015 BEFORE USE.
e
Milo'
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not -
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
piTek building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVl
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 36610
4
Job Truss Truss Type Qty Ply
in (loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25
T14228398
ABACO T04 Hip 2 1
Lumber DOL 1.25 BC 0.91 Vert(CT) 0.57 12-14 828
Job Reference (optional)
Builders FirstSource, Tampa, Plant City, Florida 33566 8.22U S May 24 2U16 MI I eK Inoustrles, Inc. vveo Jun o uts:az:2u 2u'to rage -I
ID:pMdwcac8k4naVYOYJQck9rzW80k-rnXblwdwNRETy81 Uw472soTk6ugleiXRlm5EJ1 z934J
20-0-0 27-0-0' 32-3-15 40-0-0 1-0-
0-0 7-8-1 5-3-15 7-0-0 7-0-0 5-3-15 7-8-1 -0-
11111"M
5x6 = 2x4 II
4 16 5 17
5x6 =
6
Scale = 1:72.7
ST1.5x8 STP = -
14 13 is —
12
a -' ST1.5x8 STP =
3x6 =
3x4 =3x6 = 3xB —
3x6 =3x4 = 3x6 =
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.30 12-14 999 240
TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) 0.57 12-14 828 180
BCLL 0.0 * Rep Stress Incr YES WB 0.37 Horz(CT) 0.15 8 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix -SH
LUMBER -
TOP CHORD 2x4 SP No.1 *Except*
4-6: 2x4 SP No.2
BOT CHORD 2x4 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 Hoa 2=-81 (LC 17)
Max Uplift 2=-382(LC 8), 8=-382(LC 9)
PLATES GRIP
MT20 244/190
Weight: 188 Ib FT = 20%
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 (Ib) or less except when shown.
TOP CHORD 2-3=-3040/1476, 3-4=-2801/1399, 4-5=-2685/1401, 5-6=-2685/1401, 6-7=-2801/1399,
7-8=-304011475
BOT CHORD 2-14=-1257/2733, 12-14=-964/2295,10-12=-968/2295, 8-10=-1261/2733
WEBS 3-14=-326/311, 4-14=-203/545, 4-12=-247/634, 5-12=-433/327, 6-12=-247/634,
6-10=-203/545, 7-19=-326/311
NOTES- (7)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=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 13-0-0, Exterior(2) 13-0-0 to 18-7-14,
Interior(1) 18-7-14 to 27-0-0, Exterior(2) 27-0-0 to 32-5-3, Interior(1) 32-5-3 to 41-0-0 zone;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
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."
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/0312015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Addition aI temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria; DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
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
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 6,2018
MiTek"
6904 Parke East Blvd.
Tampa, FL 36610
Job Truss Truss Type Qty Ply
in (loc) I/defl Ud
TCLL 20.0 Plate Grip DOL. 1.25
T14228399
ABACO T05 Hip 2 1
Lumber DOL 1.25 BC 0.85 Vert(CT) 0.59 14-16 803
Job Reference (optional)
ouiwni ru srouw ce, i arnpa, darn uny, rlonua as000 d.22U s May 24 2UI d MI I ek industries, Inc. Wed Jun 6 08:32:28 2018 Page 1
I D: pMdwcac8k4naW0YJQck9rzW80k-nAfMAcfAv3UBCSBtl V9VvxDY 1 IiX76cokC4aLOwz934H
1-0 7-9-14 15-0-0 20-0-0 25-0-0 32-2-2 40-0-0 -041-0-
0 7-9-14 7-2-2 5-0-0 5-0-0 7-2-2 7-9-14 -0-
Scale = 1:74.1
cI6
5.00 12 5x6 =
2x4 11
5 196 20
5x6 =
7
8
ST1.5x8 STP =
V
14 " `
c " "
ST1.5x8 STP =
3x6 = 3x4 =3x6 =
3x8 = 3x6 =3x4 =
3x6 =
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud
TCLL 20.0 Plate Grip DOL. 1.25 TC 0.96 Vert(LL) 0.33 14-16 999 240
TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.59 14-16 803 180
BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.14 10 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -SH
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.1
WEBS 2x4 SP No.3
REACTIONS. (Ib/size) 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)
PLATES GRIP
MT20 244/190
Weight: 192 Ib FT = 20%
BRACING -
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=-1256/2747, 14-16=-876/2125, 12-14=-878/2125, 10-12=-1259/2747
WEBS 3-16=-386/350, 5-16=-272/652, 5-14=-135/455, 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; Vult=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 3-0-0, Interior(1) 3-0-0 to 15-0-0, Exterior(2) 15-0-0 to 20-7-14,
Interior(1) 20-7-14 to 25-0-0, Exterior(2) 25-0-0 to 30-7-14, Interior(1) 30-7-14 to 41-0-0 zone;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=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."
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
at uss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
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 ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
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 coppies.
Thomas A. Alban) PE No.39360
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 6,2018
MiTek'
6904 Parke East Blvd.
Tampa, FL 36610
Job Truss Truss Type Qty Ply
DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.57
T14228400
ABACO T06 Hip 2 1
Vert(CT) -0.47 13-15 >997 180
electronically signed and
BCLL 0.0 Rep Stress Incr YES WB 0.63
Job Reference (optional)
Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MI I eK Industries, Inc. wed Jun 6 08s2:31i 2018 rage i
ID:pMdwcac8k4naVYOYJQck9rzW80k-BILUoeh2C_tm3vwSjdjDZrAdZvW_ JvmAul p?_Fz934E
1-0 6-1-3 11-6-10 17-0-0 23-0-0 28-5-6 33-10-13 40-0-0 41-0-
5-5-0 6-0-0 5-5-6 5-5-6 6-1-3 -0-
Scale = 1:74.1
vI0
5.00 12 5x6 =
5x8 =
620 7 21
ST1.5x8 STP =
1. . 1
16 15
J
ST1.5x8 STP =
3x6 = 3x4 = 4x6 = 3x8 = 3x4 =
4x6 = 3x4 =
3x6 —
8-9-14 8 2 2 6-0-0
Plate Offsets (X Y)-- 12 0-0-10 Edgel [6:0-3-0.0-2-41, [7:0-5-12,0-2-81. [11 0-0-10 Edgel
8-2-2 8-9-14
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.22 15 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.47 13-15 >997 180
electronically signed and
BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.16 11 n/a n/a
Printed copies of this
BCDL 10.0 Code FBC2017/TP12014 Matrix -SH
signed and sealed and the
Weight: 208 Ib FT = 20%
LUMBER- BRACING -
on any electronic copies.
Thomas A. Albans PE No.39380
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-16
REACTIONS. (Ib/size) 2=1527/0-8-0,11=1527/0-8-0
June 6,2018
Max Horz 2=-104(LC 17)
Max Uplift 2=-389(LC 12), 11=-389(LC 13)
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=-2195/1146, 6-7=-1981/1118, 7-8=-2194/1146,
8-10=-2889/1365, 10-11=-3104/1428
BOT CHORD 2-18=-1223/2795,16-18=-1037/2417, 15-16=-763/1980, 13-15=-1041/2417,
11-13=-1228/2795
WEBS 3-18=-255/208, 5-18=-99/459, 5-16=-596/374, 6-16=-206/524, 7-15=-204/529,
8-15=-596/374, 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; Vult=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 3-0-0, Interior(1) 3-0-0 to 17-0-0, Exterior(2) 17-0-0 to 22-7-14,
Interior(1) 22-7-14 to 23-0-0, Exterior(2) 23-0-0 to 28-5-6, Interior(1) 28-5-6 to 41-0-0 zone,C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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 been5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf. electronically signed and
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) except (jt=1b) sealed by Albani, Thomas, PE
2=389,11=389. using a Digital Signature.
7) "This manufactured 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. Albans PE No.39380
MiTek USA, Inc. FL"Cort '6634
6904 Parke East Blvd, Tampa FL 33610
Date:
June 6,2018
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not _
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Qty Ply
PLATES GRIP
MT20 244/190
Weight: 203 Ib FT = 20%
LUMBER- BRACING -
Interior(1) 26-7-14 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-11 oc purlins.
T14228401
ABACO T07 Hip 2 1
electronically signed and
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
REACTIONS. (Ib/size) 2=1527/0-8-0,11=1527/0-8-0
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) using a Digital Signature.
Max Horz 2=116(LC 12)
Job Reference (optional)
oId
1-11 .ay, rionae a0000 6.zzu S May 242U1d Mu eK Industries, Inc. Wed Jun 608:32:322018 Page 1
ID: pMdwcac8k4naVYOYJQck9rzW80k-fxvt?_ihzH?dg3VeGKES63il2J u22R8K7hYZXhz9340
1-0- 6-10-7 12-10-10 19-0-0 21-0-0 27-1-6 33-1-9 40-0-0 41-0-
7 6-0-2 6-1f 2-0-0 6-1-6 6-0-2 6-10-7 -0-
Scale = 1:74.1
5x6 = _
5.00 12
5x6
6 7 21
2
ST1.5x8 STP = '. " `0
16 15
L4 14 1a
ST1.5x8 STP =
3x6 = 3x4 = 3x6 =
3x4 = 3x4 = 3x6 = 3x4 =
3x6 =
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017/TP12014
CSI.
TC 0.72
BC 0.85
WB 0.30
Matrix -SH
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in (loc) I/defl Lid
0.34 13-15 >999 240
0.63 13-15 >752 180
0.15 11 nla n/a
PLATES GRIP
MT20 244/190
Weight: 203 Ib FT = 20%
LUMBER- BRACING -
Interior(1) 26-7-14 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-11 oc purlins.
BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 5-9-5 oc bracing.
14-17: 2x4 SP No.2 WEBS 1 Row at midpt 5-16,8-15
WEBS 2x4 SP No.3
electronically signed and
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
REACTIONS. (Ib/size) 2=1527/0-8-0,11=1527/0-8-0
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) using a Digital Signature.
Max Horz 2=116(LC 12)
Printed copies of this
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
Max Uplift 2=-403(LC 12), 11=-403(LC 13)
signed and sealed and the
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
signature must be verified
TOP CHORD 2-3=-3073/1353, 3-5=-2828/1283, 5-6=-2021/1034, 6-7=-1810/1000, 7-8=-2021/1034,
Thomas A. Albanl PE No.39380
8-10=-2828/1283,10-11=-3073/1353
MiTek USA, Inc. FL Cert 6634
BOT CHORD 2-18=-1150/2766, 16-18=-929/2319, 15-16=-607/1810, 13-15=-932/2319,
11-13=-1153/2766
June 6,2018
WEBS 3-18=-297/242, 5-18=-118/531, 5-16=-722/433, 6-16=-249/550, 7-15=-249/550,
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; Vult=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 3-0-0, Interior(1) 3-0-0 to 19-0-0, Exterior(2) 19-0-0 to 26-7-14,
Interior(1) 26-7-14 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 fit between the bottom chord and any other members, with BCDL = 10.Opsf. Sealed by Albanl, Thomas, PE
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) using a Digital Signature. 2=403,11=403.
7) "This manufactured 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 co lies.
Thomas A. Albanl PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 6,2018
WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not _
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ot
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTekisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Qty Ply
0
STI .5x8 STP = 16 15 21 22
14
T14228402
ABACO T08 Common 7 1
3x8 —
3x6 = 3x4 =
3x6 =
10-3-14
Job Reference (optional)
Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MiTek Industries, Inc. Wed Jun 6 08:32:34 2018 Page 1
ID.pMdwcac8k4naVYOYJQck9rzW80kcJOdQTxVvFLwNe101GwBUo2W6YDWF1ca?1fbaz934B
1-0- 7-8-1 14-2-2 20-0-0 25-9-14 32-3-15 40-0-0 1-0-
0- 7-8-1 6-6-0 5-9-14 5-9-14 6-6-0 7-8-1 -0-0
5x6 =
5.00 12
Scale = 1:71.4
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3059/1278, 3-5=-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=-801/2209, 10-12=-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; Vult=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 3-0-0, Interior(1) 3-0-0 to 20-0-0, Exterior(2) 20-0-0 to 24-0-0,
Interior(1) 24-0-0 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=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."
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114II.7473 rev. 1010312015 BEFORE USE.
Design valid for use only with. MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
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, seeANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
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.39390
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd, Tampa FL 33610
Date;
June 6,2018
Ogg
MiTek"
6904 Parke East BIW.
Tampa, FL 36610
0
STI .5x8 STP = 16 15 21 22
14
23 24 13 12
0
ST1.5x8 STP =
3x6 =
3x4 = 3x6 =
3x8 —
3x6 = 3x4 =
3x6 =
10-3-14 20-0-0 29-8-2 40-0-0
10-3-14 9-8-2 9-8-2 10-3-14
Plate Offsets (X Y)-- [2:0-0-6 Edge], [10:0-0-6 Edgel
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.33 14-16 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) 0.60 14-16 >787 180
BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.15 10 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -SH Weight: 195 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
13-15: 2x4 SP No.2 WEBS 1 Row at midpt 7-14,5-14
WEBS 2x4 SP No.3
REACTIONS. (Ib/size) 2=1527/0-8-0, 10=1527/0-8-0
Max Horz 2=-122(LC 17)
Max Uplift 2=-409(LC 12), 10=-409(LC 13)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3059/1278, 3-5=-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=-801/2209, 10-12=-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; Vult=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 3-0-0, Interior(1) 3-0-0 to 20-0-0, Exterior(2) 20-0-0 to 24-0-0,
Interior(1) 24-0-0 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=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."
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114II.7473 rev. 1010312015 BEFORE USE.
Design valid for use only with. MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
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, seeANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
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.39390
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd, Tampa FL 33610
Date;
June 6,2018
Ogg
MiTek"
6904 Parke East BIW.
Tampa, FL 36610
Job Truss Type Qty Ply
2X4 j
3
Truss
CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
T14228403
ABACO T09 Hip 1 1
Lumber DOL 1.25
20
Vert(CT) -0.31 11-13 >769 180
BCLL 0.0 Rep Stress Incr YES
Job Reference (optional)
burners Firsttiource, I ampa, I'lant city, Florida 33566
t-0-o 5--11 9-0-0 14-6-14
i-0-0 5-
88-
11 3-3-5 5-6-14
1 2
ST1.5x8 STP =
3X6 =
5X6 =
5.00 12
4
8.220 s May 24 2018 MiTek Industries, Inc. Wed Jun 6 08:32:35 2018 Page 1
ID: pMdwcac8k4naVYOYJQck9rzW80k-4Wa?e?kZGCN CXXDDyTn9jhKLbWziFeOm pfnD8Oz934A
0-0-0 25-5-2 31-0-0 34-3-5 40-0-C
5-5-2 5-5-2 5-6-14 3-3-55-8-11
2x4 11
3x8 = 3x6 = 3x8 = 5x6 =
5 6 7 8 9
2X4 \
40-0-0
9-0-0 5-3-0 0- -14 5-2 0- -0 5-5-2 5-6-14
Plate Offsets (X.Y)-- [4:0-3-0,0-2-41, [9:0-3-0.0-2-41
2X4 j
3
SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
10
21
TC 0.44 Vert(LL) -0.15 11-13 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25
20
Vert(CT) -0.31 11-13 >769 180
BCLL 0.0 Rep Stress Incr YES
22
Horz(CT) 0.02 11 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -SH
23
19 17 16 15 13
3x8 —_
18 ST1.5x8 STP = ST1.5x8 STP =
2x4 1
14
3x8 =
3x6 = 2x4 11 3x8 =
3x6 =
Scale = 1:72.7
11 12
ST1.5x8 STP =
3x6 =
9-o-0 14-3-0 14 4 19-11-0 20 -0 25-5-2 31-0-0 40-0-0
9-0-0 5-3-0 0- -14 5-2 0- -0 5-5-2 5-6-14 9-0-0
Plate Offsets (X.Y)-- [4:0-3-0,0-2-41, [9:0-3-0.0-2-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d 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 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.31 11-13 >769 180
BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.02 11 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -SH Weight: 200 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-10 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. All bearings 0-8-0.
lb) - Max Horz 2=-58(LC 13)
Max Uplift All uplift 100 Ib or less at joint(s) except 2=-154(LC 12), 17=-163(LC 9), 16=-373(LC 8), 11=-192(LC
13)
Max Grav All reactions 250 Ib or less at joint(s) 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 (lb) or less except when shown.
TOP CHORD 2-3=-608/371, 3-4=-342/222, 4-5=-271/233, 5-6=-212/616, 6-8=212/616, 8-9=-687/423,
9-10=-785/424, 10-11=-1040/569
BOT CHORD 2-19=-262/521, 17-19=-363/275,16-17=-363/275,15-16=-43/345,13-15=43/345,
11-13=-444/915
WEBS 3-19=-297/294, 5-19=-352/740, 5-17=-616/334, 5-16=-372/218, 6-16=-281/195,
8-16=-1134/562, 8-13=-214/431, 10-13=-278/285
NOTES- (7)
1) Unbalanced roof live loads have been considered forthis design.
2) Wind: ASCE 7-10; Vult=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 3-0-0, Interior(1) 3-0-0 to 9-0-0, Exterior(2) 9-0-0 to 14-6-14, Interior(1)
14-6-14 to 31-0-0, Exterior(2) 31-0-0 to 36-7-14, Interior(1) 36-7-14 to 41-0-0 zone;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This item has been
3) Provide adequate drainage to prevent water ponding. electronically signed and
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. sealed by Albanl, Thomas, PE
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 using a Digital Signature. will fit between the bottom chord and any other members. Printed copies of this6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 154 Ib uplift at joint 2, 163 Ib uplift at
joint 17, 373 Ib uplift at joint 16 and 192 Ib uplift at joint 11. document are not Considered
7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any signed and sealed and the
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." signature must be verified
on any electronic copies.
Thomas A. Albanl PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 6,2018
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411.7473 rev. 1010312015 BEFORE USE.
e
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not - -
a truss system. Before use, the building designer must verily the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Qty Ply
I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.99
714228404
ABACO T10 Hip Girder 1 1
Lumber DOL 1.25 BC 0.98 Vert(CT) 0.27 14-16 893 180
Job Reference (optional)
bulloers F rstSOurce, I ampa,
1
0-0 3-9-14
5.00 12
Plant City, Florida 33566 8.220 s May 24 2018 MiTek Industries, Inc. Wed Jun 6 08:32:31 2018 Page 1
ID: pMdwcac8k4naVYOYJQck9rzW80k-Ouim2hm pogdwngNc3uqdp6QYWKZCjZO3GzGJCvz9348
7-0-0 10-7-8 14-3-0 19-11-0 26-4-10 33-0-0 36-2-2 40-0-0 1-0-
3-2-2 3-7-8 3-7-8 5-8-0 6-5-10 6-7-6 3-2-2 3-9-14 0 -
5x12 =
5x6 =
3x4 2x4 II 3x6 = 2x4 II 5x8 =
4 5 6 21 22 7 8 23 24 25 9 26 27 28 10
Scale = 1:72.7
ST1.5x8 STP = 20
t9 18 29 30 31 17 32 33 34
16
1535 36 37
14
3x6 = 3x8 =
ST1.5x8 STP = ST1.5x8 STP = 5x12 = 3x4 =
3x6 = 3x8 = 3x6 II
3x6 =
3
ST1.5x8 STP =
3x6 =
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.12 14-16 999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.27 14-16 893 180
are not considered
BCLL 0.0 * Rep Stress Incr NO WB 0.88 Horz(CT) 0.03 12 n/a n/a
Thomas A. Albani PE No.39390
BCDL 10.0 Code FBC2017/TP12014 Matrix -SH
6604 Parke East Blvd. Tampa FL 338109) 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."
Weight: 197 Ib FT = 20%
LUMBER-
June 6,2018
BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-3-4 oc bracing.
WEBS 2x4 SP No.3 *Except*
8-16,10-16: 2x4 SP No.2
REACTIONS. All bearings 0-8-0.
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(LC 5), 17=-816(LC 4), 12=-416(LC
9)
Max Grav All reactions 250 Ib or less at joint(s) except 2=418(LC 19), 18=929(LC 19), 17=2471 (LC 20),
12=1226(LC 20)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-555/277, 3-4=-397/210, 4-5=-335/209, 5-6=-189/734, 6-8=-189/734,
8-9=-1686/632, 9-10=-1686/632, 10-11=-2298/796, 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 5-20=-131/494, 5-18=-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; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; 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. This Item has been4) 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 electronically signed and
will fit 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 175 Ib uplift at joint 2, 285 Ib uplift at using a Digital Signature. joint 18, 816 Ib uplift at joint 17 and 416 Ib uplift at joint 12.
Printed COpI@S Of this
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
document14-11-4, 105 Ib down and 107 Ib up at 16-11-4, 105 Ib down and 107 Ib up at 18-11-4, 105 Ib down and 107 Ib up at 20-11-4, 105 are not considered
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 signed and sealed and the
107 Ib 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 signature must be verified
down at 14-11-4, 81 Ib down at 16-11-4, 81 Ib down at 18-11-4, 81 Ib down at 20-11-4, 81 Ib down at 22-11-4, 81 Ib down at
on any electronic copleS. 24-11-4, 81 Ib down at 26-11-4, 81 Ib down at 28-11-4, and 81 Ib down at 30-11-4, and 320 Ib down and 109 Ib up at 32-11-4 on Thomas A. Albani PE No.39390
bottom chord. The design/selection of such connection device(s) is the responsibility of others. MiTek USX Inc. FL`Cert 6634
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
This 6604 Parke East Blvd. Tampa FL 338109) 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." Date:
June 6,2018
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not -
a
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
p q iTek building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
iVi
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Qty Ply
714228404
ABACO T10 Hip Girder 1 1
Job Reference (optional)
Builders FirstSource, Tampa, Plant City, Florida 33556 8.220 s May 24 2018 MiTek Industries, Inc. Wed Jun 6 08:32:38 2018 Page 2
ID:pMdwcac8k4naVYOYJQck9rzW80k-U5G8G1 mRZ7lmOyodbLsLKyjGkvRSOeCVd?tkLz9347
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-54, 4-10=-54, 10-13=-54, 2-12=-20
Concentrated Loads (lb)
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(F) 34=-58(F) 35=-58(F) 36=-58(F) 37=-58(F)
WARNING- verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473rev. 1010312015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web antl/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. Forge neraI guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1I Quality Criteria, DSB-89 and SCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
MiTek"
6904 Parke East Blvd.
Tampa, FL 36610
Job
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr NO
Code FBC2017/TP12014
CSI.
TC 0.78
BC 0.76
WB 0.35
Matrix -SH
Qty Ply
LUMBER- BRACING -
FITruiss
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-13 oc bracing.
WEBS 2x4 SP No.3
T14228405
Max Horz 2=54(LC 8)
Hip Girder 1 1
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1915/636, 3-4=-1914/637
BOT CHORD 2-5=-536/1684, 4-5=-536/1684
Job Reference (optional)
Builders FirstSource, Tampa, Plant City, Florida 33566
3
1-0-0 3-9-14 3-2-2
8.220 s May 24 2018 MiTek Industries, Inc. Wed Jun 6 08:32:39 2018 Page 1
I D: pMdwcac8k4naW0YJQck9rzW80k-yH q WTNn4J RtdO8X_BJs5uXVxG7J7 Bb5LkH IQ Hnz9346
7-7-0
0-3-8
4x6 =
3-2-2
14-7-0
3-9-14
Scale = 1:26.1
ST1.5x8 STP = 3x6 11 ST1.5x8 STP =
3x4 = 3x4 =
Io
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr NO
Code FBC2017/TP12014
CSI.
TC 0.78
BC 0.76
WB 0.35
Matrix -SH
DEFL. in (loc) I/defl Ud
Vert(LL) -0.09 4-5 >999 240
Vert(CT) -0.18 4-5 >943 180
Horz(CT) 0.04 4 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 51 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-13 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (Ib/size) 4=961/0-8-0,2=1039/0-8-0
Max Horz 2=54(LC 8)
Max Uplift 4=-315(LC 9), 2=-348(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1915/636, 3-4=-1914/637
BOT CHORD 2-5=-536/1684, 4-5=-536/1684
WEBS 3-5=-132/926
NOTES. (8)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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 7-0-0, and 320 Ib down and 109 Ib up at 7-6-4 on bottom chord. The This Item has beendesign/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). electronically signed and
8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any sealed by Albani, Thomas, PE
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." using a Digital Signature.
Printed copies of thisLOADCASE(S) Standard
1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 document are not considered
Uniform Loads (plo signed and sealed and the
Vert: 1-3=-54, 3-4=-54, 2-4=-20 signature must be verified
Concentrated Loads (Ib)
any electronic . Vert: 3=-259(F) 5=-640(F) TThomas A. Albam PE No.393393800
MiTek USA, Inc. FL Cott 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 6,2018
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE.
4
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not EEE3B
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MAN j
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCS] Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
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.
Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth.
TOP CHORDS dia 9 g, is always required. See BCSI. diagonal or X-bracing,
C1-2 c2-
3hC5-6
2. Truss bracing must be designed by an engineer. For0-1 16
41 p WEBS
W , iy p
O u ' 1O
wide truss spacing, individual lateral braces themselves
may require bracing, or alternative Tor I
bracing should be considered.
U3. Never exceedthe design loading shown and never
stack materials on inadequately braced trusses.
O 0-
H O 4. Provide copies of this truss design to the building
4 x 2 orientation, locate C7-6 C6-7Fordesigner, erection supervisor, property owner and
plates 0- 'Ad" from outside BOTTOM CHORDS all other interested parties.
edge of truss. 8 7 6 5 5.. Cut members to bear tightly against each other.
6. Place plates on each face of truss at each
This symbol Indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint
required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSIITPI 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 10. Camber is a non-structural consideration and is the
width measured perpendicular4x4 ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to
to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection.
the length parallel to slots.
11. Plate type, size, orientation and location dimensions
indicated are minimum plating requirements.
LATERAL BRACING LOCATION
12. Lumber used shall be of the 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 purlins 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, if no ceiling is installed, unless otherwise noted. r
15. Connections not shown are the responsibility of others.
Indicates location where bearings
16. Do not cut or alter truss member or plate without prior
supports) occur. Icons vary but 2012 MiTek® All Rights Reserved approval of an engineer.
reaction section indicates joint
number where bearings occur.® 17. Install and load vertically unless indicated otherwise.
Min size shown is for crushing only.
pro 18. Use of green or treated lumber may pose unacceptable
environmental, health or performance risks. Consult with
Industry Standards:
project engineer before use.
ANSI/TP11: National Design Specification for Metal 19. Review all portions of this design (front, back, words
Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone
DSB-89: Design Standard for Bracing.
is not sufficient.
BCSI: Building Component Safety Information, n 1120. IRVAH 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
40-0-0
1=
Te,
Ib
NOTES:
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40 0-0
ECypreae Home ..M—
T. Abaco
hRECORD
it
T,City of Sanford
lilfih rSi:3 andk/iBuilding d Prevention
Product Approval Specification Form
Permit # a 1 A 2'6 3 8
Project Location Address
VILD/,yC
1 --ORD
504E 14 0t, 6 ford, 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.floridabuilding.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
Roll 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 FL18644
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
including 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 /
Coating
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 up
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name David Ferri
Please Print)
June 2014
1
E
P
2 3 4 6 7 8
Door Width 16'- 2" Shown
F: See chart below for other ............
amb Bracket
Top Bracket door widths
DETAIL A (sheet 2 of 3) Flag Bracket
Door Height
DeWillj (sheet 2 of 3)
L
7 ---- - ------ -
7' - 0" Shown Detail G (sheet 2 of 3)
See chart
1
E
P
amb Bracket
Petai I F (sheet 2 of 3)
Door Height Slide Lock o1: Bar L
7 ---- - ------ -
7' - 0" Shown Detail G (sheet 2 of 3)
See chart
below for other 66"' 3" 2
door heights
a---,
5 42„+/ 3"
D
L
A,3" 382
222 3"
J
Bottom Bracket End Hinges Strut & Strut Attachment Intermediate Hinge 4" 3"
Digitally signed by John E. Scates, P.E. Detaj I C (sheet 2 of 3) Detail B (sheet 2 of 3) Detail E (sheet 2 of 3) Detail,D (sheet 2 of 3)
1021" T Date: 2016.08.0413:41:42 -05'00'
C
f SQqPxx
N \X ------ O
Model Number
PAN 02460 & R2460 SERIES No. 51737
PAN C2410 & R2410 SERIES PAN C2461 & R2461 SERIES
PAN C2480 & R2480 SERIES PAN C2471 & R2471 SERIES
PAN C2481 & R2481 SERIES PAN 02472 & 82472 SERIES PAN C2011 SERIES
Door Total #of
t Sections
Jamb Brkts!
Tota I # of Struts- per Side
NOTICE:
STATE OF
PAN C2482 & R2482 SER Ei PAN R2560 SERIES PAN C2015 SERIES
6'
PAN R2580 SERIES: PAN R2561 SERIES
B:
PAN C2411 SERIES:'
6 34
6.6" 4
4 5
4 6PANR2581SERIESPANR2571SERIES
PAN R2582 SERIES PAN R2572 SERIES
PAN C2415 SERIES
PAN C2511 SERIES 6--g- 4 4 6
r Widths besign-P-r-e-ss-ure s -----------
door ----- -----
End Stile_---- Center Center Center - - - - ------- - Impact T-0" 4 4 6
Up To Stiles Hinges s Stiles I Hinges Resistant, T-13" 5 5 7
10'-2" 4971 -55.5 1_ Single 2 3 1 77 5-T-----2 5 5 7 i
41.5 -46.3 Single 5 2 5 2 5 2 No 8'-0" 5 5 7 IMPACT RESISTANT F
1 14 2" 35.7 i -39.8 1 Single 6 3 5 2 7 i 3 0
S116-2" 31.3 -34.9 7I , ingle 3 3 YES FL #16660.11 p
18'-2" 24.7 727.6 Single 1 7 1 3
20'-2"
3 NO
DESCRIPTION: 20.1 22.4 a 5 9 5
10'-2" 31.3 34,9 Single 4 2 3
11 5 1 NO
5 2 i YES
16 " PAN 2000 SERIES WIND LOAI)
A]
A - - ----- ----- - ---------- - -- 12-7 313 1 34.9 Single 5 2 5 2 5 2 YES
SECIION -D001
DESI(iN PRESS URE 3I-V"343PSF
14 2 31,3 -34.9 Sing 6 3 5 2 7 3 YES V DRAWING NO, WL -2000-0194 31-35 SHEET. I OF 3 R 1) V
54 C! DATEDRN: 41-,,/14 ORAWNBY: NIVS
e;, qo-, ;t, MOOEL(S): Sv Sl,,,t 3
tu 3
r)C:TAII A DETAIL B
fj
7
DETAIL D DETAIL E DETAIL F
8
23.,
4
l" E T It K
Z: No. 51737
DETAIL B
fj
7
DETAIL D DETAIL E DETAIL F
8
DETAILI-H
ip ;z
DETAIL D DETAIL E DETAIL F
8
DETAIL G
Y
DETAILI-H
ip ;z
Z: No. 51737
STATE OF
2 0A1,*'--'!'kORAO
810
2
DETAIL G
Y
FL #16660.11
4, DESCRIPTION:
16 2" PAN 20011 SIMES WIND LOAD
SFCI'10\Al- MOR
DESIGN PRESSURE # -1 1.--V-149 PS17
4, ]LDRAVANGNO, WL-2WO-0104-31-35 SHEET. 2 OF 3 REV. D_
DRAWN BY: NIVS
MODEL(S): Sa, Shco 3
ip ;z
Z: No. 51737
STATE OF
2 0A1,*'--'!'kORAO
810
2
IMPACT RESISTANT
FL #16660.11
4, DESCRIPTION:
16 2" PAN 20011 SIMES WIND LOAD
SFCI'10\Al- MOR
DESIGN PRESSURE # -1 1.--V-149 PS17
4, ]LDRAVANGNO, WL-2WO-0104-31-35 SHEET. 2 OF 3 REV. D_
DRAWN BY: NIVS
MODEL(S): Sa, Shco 3
2 3 45 6 7
FASTENER TO CONTINUE -
F PASTHEADER
s.- ----- - - -----
MODEL NUMBERSE
MODEL NUMBERS AVAILABLE OPENING
2 X 6 GRADE 2 OR BETTER SOUTHERNHEIGHTPINEJAMBS.
PAN C2011 SERIES SEE CHART FOR WOOD JAMB ATTACHMENT
PAN C2015 SERIES TO BUILDING STRUCTURE.
PAN C2411 SERIES
PAN C2415 SERIES MAXIMUM ON
PAN 02511 SERIES
CENTER SPACING;
PAN C2410 & R2410 SERIES
PAN C2460 & R2460 SERIES FIRST FASTENER 4" to 10"
PAN C2461 & R2461 SERIES ABOVE THE FLOOR OPENING
PAN C2471 & R2471 SERIES WIDTH
PAN C2472 & R2472 SERIES
PAN C2480 & R2480 SERIES
WOOD JAMB ATTACHMENT
PAN 02481 & R2481 SERIES
c: PAN C2482 & R2482 SERIES
Building
st,.tue
T_-
Fastener TypesPe
PAN R2560 SERIES Min. 2500 PSI to l'Tapcon - (PLUS) 2' 2.59'; 5.00" 24' 551•
r400OPSIConuete: 4"w/1"00washer
z
PAN R2561 SERIES
PAN R2571 SERIES
Southern Pin. 31" Lag .1 1150" 1.50" 1 50" 24"
a 00 washer
620
N1 51737
slPANR2572SERIES1501, SprocePiPeFir
Y8"00
1,50" 1 50" 24" 482 C
PAN R2580 SERIES
washer
Q:
NOTE 2X6 mounted to the wall must be Southern Pine Grade 2 or better. STATE OF .1.41 ZZ
PAN R2581 SERIES
PAN R2582 SERIES
B
IMPACT RESISTANT
FL #16660.11
DESCRIPTION
OMBRAWINGNO.: 16"' PAN 00SF.RIESWIND LOAD
sE -1 ]ONAL DOOR
A DESIGN PRESSURE 01,V 349PSF
WL-2(9)0-0194-31-35 iSHEET. 3 OF 3 REV. 1)
GATEDRN: 417114 DRAWNBY: Mvs
MOUEL(S): Sce Shw 3
320 Sycamore * Wauseon, OH 43567
Haas Door (1 of 4)
Drawing Summary
Date: 11/1/2016 Name:
Quotation #: Q-519445 Phone:
Quote Name: Stella Homes Address:
Job Name: None
Item Q-ty Description Reference Configuration #
1 1 COMPLETE DOOR; C -802645-W
16-0" X 7-0" 4-4.R2560S; Door Drawing
STAMPED STEEL CARRIAGE NI
SANDSTONE;
Track Drawing
Torsion Spring Drawing
IOK TORSION 12" STD 2 BRKT WOOD;
1.,`
1" TUBE; (2) SIDE LOCK; 11 -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);
Haas Door (1 of 4)
VIEW OF
EXTERIOR
1 ON" 111111111 10
SEE SPRING DRAWING FOR
SPRING ANCHOR AND SHAFT
SUPPORT SIZE AND LOCATION.
I I
DOOR WIDTH
IA ITrYYI.1% ' r r1 IA T1/ k '
1
C73V20GA. C -SHAPED STEEL STILES
@ ALL HARDWARE ATTACHING
POINTS, MECHANICALLY
FASTENED TO THE STEEL SKIN.
CENTER HINGE DETAIL
Ic10111welZTJ111111IM611
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" EDE31
j
PANEL DIMENSIONS
320 Sycamore St.
MODEL 82560 Wauseon, Ohio 43567
@ Copyright 2014
DOOR DATA
Job Name Stella Homes (0-519445)-1
aerial Number C -802645-W
Door Color Sandstone
Door Width 16'-0"
Door Height 7'-0"
Section
Quantity
4
Quantity of
Panels
4
Spring Cycle
Life
10K
Spring
Quantity
2
Lite in Panel
No.
NONE
ite in Section
No.
NONE
Sect Heights
Btm to Top)
21, 21, 21, 21
Operator (by
other)
No
LEFT HAND CABLE
DRUM (RED)
RIGHT WOUND SPRING
RED CONE)
SPRING ANCHOR
RIGHT
WOUND
SPRING
DOOR WIDTH
7-1/2'
MIN.
RIGHT HAND CABLE
DRUM (BLACK)
OF DOOR
LEFT WOUND SPRING
BLACK CONE)
LEFT
WOUND
SPRING
CABLE
320 Sycamore St. STANDARD LIFT WITH (2)
Wauseon, Ohio 43567
Copyright 2013 SPRINGS ON 1" TUBE SHAFT
CENTER
OF
SHAFT
DOOR DATA
Job Name Stella Homes (Q-519445)-1
Serial Number C -802645-W
Door Model R2560
Door Width 16-0"
Door Height 7'-0"
Springing
Weight
329
Lift Type 12" Radius
Spring Cycle
Life
10K
Coil Inside
Diameter
2"
Wire Size 262
Spring Length 36
Spring. Turns 8.0
IPPT 93.9
Total Torque
MIP)
748.5
Drum 400-8
Cable
Diameter
1/8"
Cable Length 105
Center Line of
Shaft
93
1-1/2" x 1-1/2" x 13 GA.
GALV. STEEL HORIZONTAL
STIFFENER
HEADROOM -1
2
C/) F
O
W W
z 2
J 0Y
cl OWO
zzW
U
ROOF PITCH TRACK
BACK ROOM
HORIZONTAL TRACK
SUPPPORT BY INSTALLER
TO SUIT)
GALV. STEEL TRACK TAPERED @
1/8" PER FOOT TO PROVIDE A
WEDGE TYPE CLOSING ACTION.
TRACK BRACKET @
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
3-3/4"
IINIMUM
EARANCE
3-3/4"
OPENING MINIMUM
WIDTH CLEARANCE
JAMBS BY OTHERS
JAMB SEAL
12 GA. GALV. STEEL
BY OTHERS)
TRACK BRACKETS
@ 2'-0" O.C.
2" GALVANIZED STEEL TRACK
FASTENED TO TRACK BRACKETS
WITH 1/4-20 x 1/2" 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 (Q-519445)-1
anal Number C -802645-W
Architect NA
Contractor NA
Distributor/
Dealer
NA
oar SchedulE NA
Door Width 16'-0"
Door Height 7-0"
Lift Type 12" Radius
Roof Pitch None
enter Line of
Shaft
93
Headroom 11.5
Backroom 104
Drawn By nbsp;
Date 11/1/2016
320 Sycamore St.
Wauseon, Ohio 43567
@ Copyright 2009
I
I
Fiber -Classic. & Smooth -Star.
COMPOSITE EDGE
OPAQUE FIBERGLASS SINGLE DOOR
INSWING/OUTSWING
NON -IMPACT'
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 6th Edition
2017) Florida Building Code (FBC) structural requirements excluding the' High
Velocity Hurricane Zone' (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor
embedment to base material shall be beyond wall dressing or stucco.
3. For 2x stud framing construction, anchoring of these units shall be the same as
that shown for 2x buck masonry construction.
4. Site conditions that deviate from the details of this drawing require further
engineering analysis by a licensed engineer or registered architect.
5. Fiber -Classic & Smooth -Star Door panels require the use of "J" part
numbers and must be stained or painted within sic months of installation.
TABLE OF CONTENTS
37.75' MAX.
FRAME WIDTH
Z
3 ¢H
XON
Op
Q =
Q =
y
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XQ
See Sheet 3 for Hardware Specifications
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DRAN1NG NO.:
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FL -20461.6
c
SHEET _L OF 11 Q
LOCK
DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSP)
CONFIGURATION HARDWARE
LOCK
HARDWARE
INSWING OUTSWING
CENTERUNE POSITIVE NEGATIVE POSITIVE , NEGATIVE
X 5.1/2" Latch & Deadbott 60.0 -67.0 60.0 -60.0
X 12" Latch & Deadbolt 67.0 -67.0 1 67.0 -67.0
X N/A Multipoint 1 50.0 -50.0 1 50.0 -50.0
See Sheet 3 for Hardware Specifications
w i
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COMPOSITE HINGESTILE LOCK STILE
CAP (ENGINEERED WOOD)
INTERIOR (ENGINEERED WOOD)
1 HORIZONTAL CROSS SECTION
2
36.0" MAX. 35.813" MAX.
DOOR DOOR
PANEL WIDTH PANELL W DTH
EXTERIOR
0.406' 3.6"
ox 0.406
COMPOSITE
CAP
CI
COMPOSITE HINGE STILE LOCK STILE
CAP (ENGINEERED WOOD) (ENGINEERED WOOD)
INTERIOR
2 HORIZONTAL CROSS SECTION
2
35.813" MAX.
DOOR
PANEL WIDTH
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40 BOOK 41 DOOR PANEL
Hybnd Door
42 DOOR PANEL
UI Door
r31 VERTICAL CROSS SECnON VERTICAL CROSS SECTION
2 2
Dwc. ar: JK m
CHK. ev: LFS 3
DRAWING NO.:
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FL -20467.6 0
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HARDWARE TABLE
2 2 MANUFACNRER MODEV Of
SCHLAGE
KNOB: FSl
DEADBOLT: B60 ¢
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KNOB: SIGNATURE SERIES xw w
3 3 3
KWIKSEi
DEADBOLT: SIGNATURE SERIES (980) <
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Fiber-Classic/Smooth-Star Door Panel Options SCALE- N.T.S.
Products approved include all embossed panel doors and 2 panel recessed panel doors.
OWG• B,; JK
Similar opaque panel configurations are allowed. ML BY.. LFS
Panels shown are for illustration and are representative only. DwseNG NO,
FL -20461.6
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DATE: s/26/16t-t/4"MIN. L 29 1-1 /4" MIN. o
SCALE: N.T.S. d
EMB. (TYP.) 1
EMB. (TYP.)
Dwc. BY: JK m
2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECCHKON CHK BY: LFS 3
Q Shown w/ 2X Buck q Shown w/ 2X Buck DRM NG NO,
Outswing shown (Inswing similar) Outswing shown (Inswing similar) FL -20461.6
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SHEET _L OF I I
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1-1/4
EMB. I i 1.1
1 X Buck to be secured to
masonry by others
2 HORIZONTAL CROSS SECTION
Shown wt 1 X sub -buck
Outswing shown (Inswing similar)
EXTERIOR LZAV INTERIOR
1 VERTICAL CROSS SECTION
Shown w/ 1 X sub -buck
Outswing shown (Inswing similar)
3 HORIZONTAL CROSS SECTION
Shown w! 1 X sub -buck
11Outswing shown (Inswing similar)
CY
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WING NO.:
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FL -20461.6 o
er 5 of 11
rN,,
1.5"
MAX.
1.5'
MAX.
EXTERIOR INTERIOR
EXTERIOR INTERIOR
VERTICAL CROSS SECTION VERTICAL CROSS SECTION
6 Shown Direct to Masonry 6 Shown Direct to Masonry
Ouiswing only w/ 4-9/16'lamb Outswing only w/ 6-9/16' jamb
DIRECT TO MASONRY MAX. DESIGN PRESSURE:
w/ STANDARD STRIKE _ ± 47 PSF
w/ SECURITY STRIKE= ±55 PSF
X
Cf C
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40 41 42
INTERIOR
N 40 41 42
M
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EMB. (TYP.)
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1-1/4" MIN. I-1/4" MIN. M 1-1/4"MIN.
aur 5126116EMB. (TYP.) EMB.ITYP.) EMB.ITYP.)
SCAM N.T.S.
2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION
5 HORIZONTAL CROSS SECTION S_ _ HORIZONTAL CROSS SECTION• ae JK
6 Shown Direct to Mason 6 Shown Direct to Masonry 6 Shown Direct to Masonry CHK. ar: LFS
Outswin only w/ 49/17'amb
6 Shown Direct to Masonry Outsw ng only w/ 6 9/16' jamb Outswing only w/ 6-911 6'jamb oruvnNc mo:
9 Y 1 Outsw ng only w/ 4-9/16' jamb FL -20461.6
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1-1/4" MIN. I-1/4" MIN. M 1-1/4"MIN.
aur 5126116EMB. (TYP.) EMB.ITYP.) EMB.ITYP.)
SCAM N.T.S.
2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION
5 HORIZONTAL CROSS SECTION S_ _ HORIZONTAL CROSS SECTION• ae JK
6 Shown Direct to Mason 6 Shown Direct to Masonry 6 Shown Direct to Masonry CHK. ar: LFS
Outswin only w/ 49/17'amb
6 Shown Direct to Masonry Outsw ng only w/ 6 9/16' jamb Outswing only w/ 6-911 6'jamb oruvnNc mo:
9 Y 1 Outsw ng only w/ 4-9/16' jamb FL -20461.6
snEEr 6 or 11
Notes:
Sill Item #'s 17, 18, 32, 34, 35, 36, 37, 38& 39 are attached to jambs w/ (3) #8 X 2-1 /7' pfh screws at each end.
Sill Item #'s 16 &33 are attached to jambs w/ (2) #8 X 2-1 /7' pfh screws at each end.
Sill Item #15 is attached to jambs utilizing (2) #10 X 2° pph SMS at each end.
INTERIOR T7 EXTERIOR
SEE NOTE 1 n E
b
k EXTERIOR F7/-IV/7/7] INTERIOR
SEE NOTE 1
o.
473 VERTICAL CROSS SECTION
Outswing Sill
II.111tl3L077 EXTERIOR
2 VERTICAL CROSS SECTION
7 Inswing Sill
EXTERIOR Tjll W,117A INTERIOR
SEE NOTE I
4 VERTICAL CROSS SECTION
7J Public Access Sill
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2X BU
MASONRY
77-1
4" (TYP.)
D
HEAD &JAMBS
TYP-)
N, (TYP.)
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TYP.)
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MASONRY
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1 X BUCK G
27
DIRECT TO M
MASONRY
LATCH d DEADBOLT DETAIL
Kwikset
2X BUCK
1X BUCK
DIRECT TO
MASONRY
2X BUCK
1 X BUCK
DIRECT TO
LATCH d DEADBOLT DETAIL
Schlage
SEE LATCH
DEADSOL
DETAIL
SUB STRIKE
PLATE
LATCH & DEADBOLT STRIKE DETAILS
STRIKE JAMB
Latch and Deadbolt
5-117' ON CENTER
SEE LATCH
DEADBOL
DETAIL
STRIKE JAMB
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12 ON CENTER
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Security Deadbolt Strike Plate)
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MULTIPOINT LOCK STRIKE DETAILS LC N.T.S.
BY: JK
BY: LFS
MING NO.:
FL -20461.6
LT 9 OF 11
d 3`a
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1XBUCK G
DIRECTTO M
F
MASONRY 31
N
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u Ift point Lock
STRIKE JAMB
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MULTIPOINT LOCK STRIKE DETAILS LC N.T.S.
BY: JK
BY: LFS
MING NO.:
FL -20461.6
LT 9 OF 11
4.56"
33 INSWING THRESHOLD
Inswing Basic Fixed Sill
5.75"
INSWING THRESHOLD
rr Inswing Moderate Clmate Sit 1-3/6'
5.75'
INSWING THRESHOLD
35 Insv ng Moderate Climote Sl
5.75”
n
INSWING THRESHOLD
36 Inswing Basic Posed 53/4' SM
7.5'
h
INSWING THRESHOLD
i Inswing Basic Fixed 7-I /2 Sll
INSWING THRESHOLD
3 Inswing Composite Adjustable Sill
39 INSWING THRESHOLD
Inswing Basic Composite Adjustable SiB
32 INSWING THRESHOLD
Inswing Basic Composite Adjustable 5117-1 /2"
C;
15 PUBLIC ACCESS THRESHOLD
LII
8 SWEEP
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DATE: 5 16
DWG. BY: JK
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OUISWING THRESHOLDTHRESHOLD
7 Composite / Aluminum Sill
Thermal Breakj
I-- 2.06"
SWEEP o10
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DATE: 5 16
k r
OUISWING THRESHOLDTHRESHOLD
7 Composite / Aluminum Sill
Thermal Breakj
I-- 2.06"
SWEEP o10
Z
DATE: 5 16
SCALE: N.T.S.
DWG. BY: JK
CHK. BY: LFS
DRABMG No.:
FL -20461.6
siM 10 OF 11
3
u
r if
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.
8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO
NOT REQUIRE WATER INFILTRATION RESISTANCE.
OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT
10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 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
MANUFACTURERS 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. DESCRIPTION
1 NOTES
2 - 3 ELEVATIONS
4 - 10 INSTALLATION DETAILS
REVISIONS
SIGNED: 10/22/2015
MI WINDOWS AND DOORS LLC
DESCRIPTION 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. L.
REVISED INSTALLATION DETAILS 07/30/15 R. L.
SIGNED: 10/22/2015
MI WINDOWS AND DOORS LLC
KESIDE
FLOWERAMOUND,
TXRKWAY
75028 J
S\
GENS0
9i1'
SERIES 420 SGD
J \ _
0jg 51 *=
96". X 80" NON -REINFORCED
q(
x
NOTES pO•• TAT OF Z
DRAWN: DWG NO.REV i'OFS'P ORiOP
F.A. 08-00498 D //ONAL\Ea\\\ DATENTS 02/23/09 1 OF 10
I
FE
HE
SERIES 420 SGD
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
40.OPSF NONE
SEE CHARTS #1 AND #2 FOR OTHER UNITS RATINGS
96" MAX FRAME WIDTH
Single Panel and Total Frame WSdth (in)
Height
REV DESCRIPTION
2) ANCHORS PER LOCATION
APPROVED
A ADDED CHARTS 03/05/12
SEE CHART #3
B REVISED PER NEW TESTING 10/29/13 R.L.
FOR NUMBER OF
ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L.
D
LOCATIONS REQUIRED
07/30/15 R.L.
17"
6" MAX
I
MAX
O.C.
6" MAX
17"
MAX O.C. O X
IO"
a
IAX
AME
IGHT
6" MAX
SERIES 420 SGD
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
40.OPSF NONE
SEE CHARTS #1 AND #2 FOR OTHER UNITS RATINGS
CHART #1
6" MAX WHERE WATER INFILTRATION RESISTANCE IS REQUIRED.
SEE NOTE 9 SHEET 1
Design pressure chart (pso
REVISIONS
Single Panel and Total Frame WSdth (in)
Height
REV DESCRIPTION DATE APPROVED
A ADDED CHARTS 03/05/12 R.L.
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 R.L.
CHART #1
6" MAX WHERE WATER INFILTRATION RESISTANCE IS REQUIRED.
SEE NOTE 9 SHEET 1
Design pressure chart (pso
Frame
Single Panel and Total Frame WSdth (in)
Height
30.0 36.0 42.0 48.0
in)
60.00 72.00 84.00 96.00
Pos Neg Pos Neg Pos Neg Pos Neg
80.0 40.0 55.1 40.0 48.2 40.0 43.4 40.0 40.0
CHART #2
WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED.
SEE NOTE 9 SHEET 1
Design pressure chart (pso
Frame
Single Panel and Total Frame VMdth (in)
Height
30.0 36.0 42.0 48.0
i 1)
60.00 72.00 1 84.00 96.00
PosNeg Pos Neg Pos Neg Pos Neg
80.0 55.1 55.1 48.2 48.2 43.4 43.4 40.0 40.0
CHART #3
Number o/anchor loca tions required
Frame
Single Panel and Total Frame VJldth (in)
Height
30.0 36.0 42.0 48.0
in)
60.0 72.0 1 84.0 96.0
H&S I Jamb I H&S I Jamb I H&S I Jamb I H&S I Jamb
80.0 4 1 5 1 5 1 5 1 6 5 6-f 5
MI WINDOWS AND DOORS LLC
1900 LAKESIDE PARKWAY
FLOWER MOUND, TX 75028
SERIES 420 SGD
96" X 80" NON -REINFORCED
ELEVATION
DRAWN: I DWG NO.
F.A.
7 E NTS DATE
08-00498
sREET2 OF 10
SIGNED: 10/22/2015
S
1811 I
LO'
E-0 \:
v •\CENS•gcP
0, 812610
TTAfT rE OF crdD(ORIOP• /
Sjs/ONALt aG`
r
96" MAX FRAME WIDTH
1) ANCHOR PER LOCATION
AT HEAD & JAMBS
SEE CHART #4
FOR NUMBER OF
LOCATIONS REQUIRED
17"
6" MAX MAX
O.C.
6" MAX
T__
i
1
MAX O.C.
BO"
MAX
FRAME
HEIGHT
L
6" MAX
SERIES 420 SGD
EXTERIOR VIEW
2) ANCHORS PER LOCATION
DESIGN PRESSURE RATING IMPACT RATING AT SILL
SEE CHART #4
FOR NUMBER OF
40.OPSF NONE LOCATIONS REQUIRED
SEE CHARTS k1 AND 42 SHEET 2 FOR OTHER UNITS RATINGS
6" MAX
REVISIONS
Single Panel and Total Unit VMdth (in)
DESCRIPTION
X
APPROVED
ADDED CHARTS
6" MAX
REVISIONS
Single Panel and Total Unit VMdth (in)
DESCRIPTION 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.L.
REVISED INSTALLATION DETAILS 07/30/15 R.L.
r.MART"
Number of anchor locations required
Single Panel and Total Unit VMdth (in)
Frame
Height
in)
30.0 36.0 42.0 48.0
60.0 72.0 84.0 96.0
H&S Jamb H&S Jamb H&S Jamb H&S Jamb180.0 4 5 5 5 6 5 6 5
MI WINDOWS AND DOORS LLC
1900 LAKESIDE PARKWAY
FLOWER MOUND, TX 75028
SERIES 420 SGD
96" X 80" NON -REINFORCED
FIN ELEVATION
F.A. I 08-00498
CALE NTS IDATE 02/23/09 1SHEET OF 10
SIGNED: 10/22/2015
NSFgiP
0 51
O;• STAT` 0
F•:c 0R10 ' ••Z'
iss'/ONALIE G`\
WOOD FRAMING
OR 2X BUCK
BY OTHERS
10 WOOD
SCREW
10 WOOD
SCREW
I
WOOD FRAMING
OR 2X BUCK
BY OTHERS
EXTERIOR
1/2" MIN.
EDGE DISTANCE
1 3/8" MIN.
EMBEYMENT
1/4„
MAX.
SHIM
SPACE
INTERIOR
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
1 3/8" MIN.
EMBEDMENT
1/2" MIN.
EDGE DISTANCE
E SET IN
APPROVED SEALANT
10 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
MIN.
VENT
MIN.
STANCE
REVISIONS
DESCRIPTION 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. L.
REVISED INSTALLATION DETAILS 07/30/15 R. L.
1/4" MAX.
SHIM SPACE
INTERIOR
k=— EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED: 10/22/2015
MI WI LLC IR OOOCLnKEs
DD
PDOOVRA S
9 1+% FLOWER MOUND, TX 75028 CENS
0 51 k= SERIES 420 SGID
A X 80" NON -REINFORCED
FRAME INSTALLATION DETAILSFR
0TAYE
OF • \
DRAWN: DWG N0. REV1pRiOP•
F.A.
E
08 s00E498 D ss/
pNAIItiaG\\
DATENTS 02/23/09 4 OF 10
3/4" MIN.
EDGE DISTANCE
METAL
STRUCTURE
BY OTHERS
10 SMS OR
SELF DRILLING
SCREW
METAL
STRUCTURE
BY OTHERS
1/4" MAX.
SHIM SPACE
3MS OR
DRILLING
V
SILL TO BE SET IN
BED OF
1PPROVED SEALANT
3/4" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
F__
3/4" MII
EDGE DISTA
I
10 SMS OR
SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS
I /A" uAV
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. REV
F.A. 08-00498 D
SCALE NTS IDATE 02/23/09 ISHEET5 OF 10
SIGNED: 10/22/2015
19 II
LIo//
i
F-
TATOF \
O.
ZORM •
iss ONA j1E?
c\
REVISIONS
DESCRIPTION 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.L.
REVISED INSTALLATION DETAILS 07/30/15 R.L.
I /A" uAV
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. REV
F.A. 08-00498 D
SCALE NTS IDATE 02/23/09 ISHEET5 OF 10
SIGNED: 10/22/2015
19 II
LIo//
i
F-
TATOF \
O.
ZORM •
iss ONA j1E?
c\
3/16" TAPCON
MASONRY/
CONCRETE
BY OTHERS
3/16" TAPCON
EXTERIOR INTERIOR
SILL TO BE SET IN
A BED OF APPROVED SEALANT
d
a, 1 1/4" MIN.
a EMBEDMENT
4 '
da
VERTICAL CROSS SECTION
CONCRETEIMASONRY INSTALLATION
2 1/2" MIN.
EDGE DISTANCE
REVISIONS
DESCRIPTION21/2" MIN. I APPROVED
ADDED CHARTSEDGEDISTANCE R.L.
REVISED PER NEW TESTING
a °
a - 1 1/4" MIN.
ADDED FLANGE AND FIN INSTALLATIONS 12/06/13
a.EMBEDMENT
CONCRETE/
07/30/15
MASONRY
a
1/4" MAX.
BY OTHERS
CONCRETE/MASONRY
SHIM SPACE
OPTIONAL
BY OTHERS
1X BUCK
I -Ic
TO BE
PROPERLY 0 'D
SECURED
SEE NOTE 3
SHEET 1 FF7
3/16" TAPCON
MASONRY/
CONCRETE
BY OTHERS
3/16" TAPCON
EXTERIOR INTERIOR
SILL TO BE SET IN
A BED OF APPROVED SEALANT
d
a, 1 1/4" MIN.
a EMBEDMENT
4 '
da
VERTICAL CROSS SECTION
CONCRETEIMASONRY INSTALLATION
2 1/2" MIN.
EDGE DISTANCE
REVISIONS
DESCRIPTION DATE I 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.L.
REVISED INSTALLATION DETAILS 07/30/15 R.L.
1 1/4" MIN.
EMBEDMENT
1/4" MAX.
a
2 1/2" a
SHIM SPACE
MIN.
EDGE
DISTANCE
a
3/16" TAPCON
CONCRETE/MASONRY
a
BY OTHERS
a
I -Ic
OPTIONAL 1X BUCK
TO BE PROPERLY
SECURED
SEE NOTE 3 SHEET 1
INTERIOR
EXTERIOR
JAMB INSTALLATION DETAIL
CONCRETEMASONRY INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
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 IDATE 02/23/09 SHEET OF 10
SIGNED: 10/22/2015
WOOD FRAMING
OR 2X BUCK
BY OTHERS
10 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
ISTANCE
MIN.
MENT
1/4" MAX.
SHIM SPACE
I WOOD
EW
1/OR
3E SET IN
APPROVED SEALANT
1 3/8" MIN.
EMBEDMENT
T
1/2" MIN.
EDGE DISTANCE
10 WOOD
SCREWS
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1/4" MAX.
SHIM SPACE
REVISIONS
DESCRIPTION DATE I 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.L.
REVISED INSTALLATION DETAILS 07/30/15 R.L.
INTERIOR
EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
i
1 3/8" MIN.
EMBEDMENT
1/2" MIN. SIGNED: 10/22/2015
EDGE DISTANCE
M I WINDOWSD LLC RILL/
0
VERTICAL CROSS SECTION
LAKESIDEO PARKWAY
WOOD FRAMING OR 2X BUCK INSTALLATION
FLOWER MOUND, TX 75028
S
GENSF 9cr
SERIES 420 SGD 051
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
96" X 80" NON—REINFORCED
FLANGE INSTALLATION DETAILS
N —
0''• 33 TAT EE OF 44,
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: DWG NO. REV
0'• 'cCQR10P••'
DESIGNED IN ACCORDANCE WITH ASTM E2112
F.A.
E
O8 D ss/
pNAt1E G\
DATE SHENTS02/23/09 7 OF 10
Aqll
3/4" MIN.
EDGE DISTANCE
METAL
STRUCTURE
BY OTHERS
10 SMS OR
SELF DRILLING
SCREW
IMETAL
STRUCTURE
BY OTHERS
EXTERIOR
1/4" MAX.
744
SHIM SPACE
10 SMS OR
SELF DRILLING
SCREW
INTERIOR
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
ILL TO BE SET IN
a BED OF
4PPROVED SEALANT
3/4" MIN.
EDGE DISTANCE
F__
3/4" MII
EDGE DISTA
L
10 SMS OR
SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS
r
REVISIONS
DESCRIPTION DATE I 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. L.
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
FLANGE INSTALLATION DETAILS
DRAWN: DWG NO.
F.A. 08-00498
SCALE NTS DATE 02/23/09 Sf 8 OF 10
SIGNED: 10/22/2015
1R !'L0/i
EN3e
51•k
ST(,AETirE OF ; k
i0iP• R
REv i F•. ORIaP• .
D ijs ONAl1EaG\
3/16" TAPCON
MASONRY/
CONCRETE
BY OTHERS
EXTERIOR
3/16" TAPCON
INTERIOR
SILL TO BE SET IN
A BED OF
APPROVED SEALANT
a 1 1/4" MIN.
c EMBEDMENT
4
e <.
d
2 1/2" MIN.
EDGE DISTANCE
CONCRETE/MASONRY INSTALLATION
3/16" TAPCON
CONCRETE/MASONRY
BY OTHERS
OPTIONAL IX BUCK
TO BE PROPERLY
SECURED
SEE NOTE 3 SHEET 1
JAMB INS I ALLA I IVN L L: /AIL
CONCRETE/MASONRY INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED: 10/2212015
MI WINDOWS AND DOORS LLC
1900 LAKESIDE PARKWAY \``\S R `.
FLOWER MOUND, TX ENS 75028 •c1+/
SERIES 420 SGD = Ar• 0 51 k'
REVISIONS
96" X 80" NON -REINFORCED
FLANGE INSTALLATION DETAILS ¢1 , TAT OF tr,
2 1/2" MIN.
REV DESCRIPTION DATE APPROVED
SCALE08
NTS DATE 02/23/09 HEET9OF 10
EDGE DISTANCE A ADDED CHARTS 03/05/12 R.L.
B REVISED PER NEW TESTING 10/29/13 R. L.
4 C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R. L.
1 1/4° MIN. -
d • D REVISED INSTALLATION DETAILS 07/30/15 R.L.
CONCRETE/
EMBEDMENT
1 1/4" MIN.
EMBEDMENT
MASONRY1/4" MAX.
BY OTHERS SHIM SPACE
OPTIONAL 1/4" MAX.
1X BUCK o-
III
SHIM SPACE
BLY
PROPERTO
2 1/2"I INTERIOR
SECURED MIN.
SEE NOTE 3
SHEET 1 I„-.{ Ij
EDGE
DISTANCE
3/16" TAPCON
MASONRY/
CONCRETE
BY OTHERS
EXTERIOR
3/16" TAPCON
INTERIOR
SILL TO BE SET IN
A BED OF
APPROVED SEALANT
a 1 1/4" MIN.
c EMBEDMENT
4
e <.
d
2 1/2" MIN.
EDGE DISTANCE
CONCRETE/MASONRY INSTALLATION
3/16" TAPCON
CONCRETE/MASONRY
BY OTHERS
OPTIONAL IX BUCK
TO BE PROPERLY
SECURED
SEE NOTE 3 SHEET 1
JAMB INS I ALLA I IVN L L: /AIL
CONCRETE/MASONRY INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED: 10/2212015
MI WINDOWS AND DOORS LLC
1900 LAKESIDE PARKWAY \``\S R `.
FLOWER MOUND, TX ENS 75028 •c1+/
SERIES 420 SGD = Ar• 0 51 k'
96" X 80" NON -REINFORCED
FLANGE INSTALLATION DETAILS ¢1 , TAT OF tr,
DRAWN: DWG N0. REV COR0.
S8D
SCALE08
NTS DATE 02/23/09 HEET9OF 10
WUUU 'NAMIn
BY OTHEF
8 W00
SCREE
1
h
EMBE
APPROVED SEAQ
BEHIND
EDuL VIJIHINI t.
1/4" MAX
APPROVED SEALANT
BEHIND FIN
8 WOOD
SCREW
7/16" MIN j
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
1 1/4" MIN.
EMBEDMENT
WOOD
FRAMING
BY OTHERS
1/4" MAX.
SHIM SPACE
2X BUCK OR
WOOD FRAMING
BY OTHERS
TRIM
1 3/8" MIN.
INTERIOR
EMBEDMENT
HOOK STRIP
10 WOOD
1/2" MIN.
EDGE DISTANCE
MASONRY/CONCRETE
METAL STRUCTURE3/4" MIN.
BY OTHERS
EDGE DISTANCE
TRIM
HOOK STRIP
REVISIONS
REV DESCRIPTION DATE APPROVED
A ADDED CHARTS 03/05/12 R.L.
SCREWELF
B REVISED PER NEW TESTING 10/29/13 R.L.
PANELN
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.
TRIM4" MIN.
INTERIORDMENT
INTERLOCK
MASONRY/CONCRETE
HOOK STRIP INSTALLATION
BY OTHERS tPANEL1XBUCK BY OTHERS,
HOOK STRIP1X BUCK TO BE
PROPERLY SECURED
3/16" TAPCON
EXTERIOR INTERLOCK
HOOK STRIP INSTALLATION
1/2" MIN.
EDGE DISTANCE
MASONRY/CONCRETE
METAL STRUCTURE3/4" MIN.
BY OTHERS
EDGE DISTANCE
TRIM
HOOK STRIP
DRILLING
SCREWELFPANELN
E] EXTERIOR INTER LOCK PANEL
EXTERIOR INTERLOCK
EXTERIOR INTERIOR HOOK STRIP INSTALLATION
2X BUCKMOOD FRAMING HOOK STRIP INSTALLATION
METAL STRUCTURE
SIGNED: 10/22/2015
MI WINDOWSLLCIOOOLAKESIDD LVERTICALCROSSSECTIONPARKWAY
511R p
WOOD FRAMING OR 2X BUCK INSTALLATION FLOWER MOUND, TX 75028 ter •GENSF"9+
FOR SILL INSTALLATION SEE SHEETS 4-9.
SERIES 420 SGD ir• ,{0 51NOTES:
96" X 80" NON—REINFORCED yyf kiJ 11. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY FIN AND HOOK INSTALLATION DETAILS i 0 STAT OF ty`
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DRAWDESIGNEDOwcNo.
0 '
cPORIS,
IN ACCORDANCE WITH ASTM E2112
F.A. 08-00 498
scAAE NTS DATE 02/23/09 sE490 OF 10D O1E?\ 1111110
Certificate of Authorization No. 29824CREEK17520EdinburghDr
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813) 480-3421
EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017)
Manufacturer: ALUMINUM COILS, INC. Issued December 14, 2017
5001 West Knox Street
Tampa, FL 33634
813)249-9743
www.aluminumcoilsinc.com
Manufacturing: Tampa, FL
Quality Assurance: PRI Construction Materials Technologies (QUA9110)
SCOPE
Category: Panel Walls
Subcategory: Soffits
Code Sections: 1404.5.1, 1709.10
Properties: Wind Resistance
REFERENCES
Entity Report No. Standard Year
Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009
Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009
PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009
PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009
PRI Construction Materials Technologies (TST5878) ACIX-008-02-01 AAMA 1402 2009
LIMITATIONS
1. This report is not for use in the HVHZ.
2. Design wind loads shall be determined in accordance with FBC Section 1609.
3. Soffits shall be labeled in accordance with FBC Section 1709.10.
4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and FBC compliant installation detail shall prevail.
5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2.
6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall
be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the
minimum load resistance for the project requirements.
7. All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
ALC15001.4 FL12194-R7 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.
Soffits
r CREEK ALUMINUM COILS, INC
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" Q4 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/1in.ft. for the 'full vent'
configuration and 11.1 int/1in.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/1in.ft. for the 'full vent'
configuration and 4.2 int/1in.ft. for the 'center vent' configuration. See Appendix D for
dimension drawings.
12" CENTER VENT
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.
ALUMINUM COILS, INCCREEK" Soffits
u TECHNICAL SERVICES, LLC
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
1111111111 [1"*
G` R. • A,4,i•
P•.•.\C•E N S• FS .
No 74021
0.
STATE OF :: 14J
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
APPENDICES
1) APPENDIX A — Approved Systems (11 pages)
2) APPENDIX B— Installation Drawings (19 pages)
3) APPENDIX C — Design Wind Loads(4 pages)
4) APPENDIX D — Dimension Drawings (4 pages)
ALC15001.4 FL12194-R7 IPage 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.
EEK
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 (MDF) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1.
2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below.
3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly.
4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system.
5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others
in accordance with FBC requirements to meet the minimum design requirements for the project.
6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with
FBC requirements to meet the minimum design requirements for the project.
7. Typical fastening details are as follows:
ALC 15001.4
a. 12" T4 Soffit — 12 -inch o.c.
Fastener Fastener
Location Location
1 1
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
Location Loc tion
FL12194-R7 1 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
d. 16" Q4 Soffit — 8 -inch o.c.
Fastener Fastener Fastener
Location Location Loction
1
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for Maximum 10.5 -inch Soffit Span with J -Channel at Wall and Eave
Approved System Numbers and Definitions
10.5JJ-# Approved Systems for 10.5 -inch Soffit Span with J -Channel at Wall and Eave
12F-# Approved Systems for 12 -inch Soffit Span with F -Channel and Fascia Ca
12J-# Approved Systems for 12 -inch Soffit Span with J -Channel and Fascia Ca
12JJ-# Approved Systems for 12 -inch Soffit Span with J -Channel at Wall and Eave
14.5JJ-# Approved Systems for 14.5 -inch Soffits an with J -Channel at Wall and Eave ,
16F-# Ap proved Systems for 16 -inch Soffit Span with F -Channel and Fascia Ca
16J-# Approved Systems for 16 -inch Soffit Span with J -Channel and Fascia Ca
16JJ-# oved Systems for 16 -inch Soffit Span with J -Channel at Wall and Eave
22.5JJ-#
e
oved Systems for 22.5 -inch Soffit Span with J -Channel at Wall and Eave
24F-#
Attachment
S stems for 24 -inch Soffit S an with F -Channel and Fascia Ca24J-# oved S stems for 24 -inch Soffit S anwith J -Channel and Fascia Ca24JJ-#
Three (3) 18 ga.1/4-inch crown x 1 -inch leg staples in
oved Systems for 24 -inch Soffit Span with J -Channel at Wall and Eave
Approved Systems for Maximum 10.5 -inch Soffit Span with J -Channel at Wall and Eave
Wall Connection Eave Connection
System Panel MDP
No. Width psf)
Substrat J -Channel
Substrate
J -Channel
e Attachment Attachment
Three (3) 18 ga.1/4-inch crown x 1 -inch leg staples in Three (3) 18 ga.1/4-inch crown x 1 -inch leg staples in
diamond pattern spaced 24 -inch o.c. securing diamond pattern spaced 24 -inch o.c. securing
10.5JJ-1
Max.
Wood
J -Channel to joists;
Wood J -Channel to joists; 59.8
16 -inch One (1) 18 ga.1/4-inch crown x 1 -inch leg staples One (1) 18 ga.1/4-inch crown x 1 -inch leg staples locatedlocatedinthehorizontallegoftheJ -Channel spaced in the horizontal leg of the J -Channel spaced 12 -inch o.c. 12 -inch o.c.
ALC15001.4 FL12194-R7 Page 2 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
GREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for Maximum 12 -inch Soffit Span with F -Channel and Fascia Cap
Span with J -Channel and Fascia Cap
Wall Connection Eave Connection
Eave Connection
System Panel
Panel
MDP
MDP
No. Width psf)
Width psf)
Substrate
F -Channel
Substrate Panel Attachment Fascia Cap
Substrate Panel Attachment Fascia Cap
Attachment Attachment
Attachment
One (1) min. 3/8 -inch head dia. nail, One (1) min. 1 3/4 -inch long x
Three (3) min. 3/4-
inch x 1/4 -inch crown
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
staples in diamond
16 -inch
Wood
24 -inch o.c.
0.072 -inch dia. x min. 1/4 -inch
staple spaced 16 -inch o.c. inch head dia. trim nail
16 -inch
pattern spaced 24-
screw spaced 16 -inch o.c.
spaced 8 -inch o.c. head dia. trip nail spaced 48-
spaced 36 -inch o.c.
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
t4016 -inch with 3/8 -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
12F-3
16 -inch
Wood crown staples in diamond pattern Wood crown staple spaced 8 -inch o.c.
0.072 -inch dia. x min. 1/4 -inch
head diatrip nail spaced 48-
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 8 inch o.c.
0.072 -inch dia. x min. 1/4 -inch 48
16 -inch with 3/8 -inch diameter head spaced
and securing each panel lap head dia. trip nail spaced 48- 64.2
8 -inch o.c. inch o.c.
Approved Systems for Maximum12-inch Soffit Span with J -Channel and Fascia Cap
Wall Connection Eave Connection
System Panel MDP
No. Width psf)
Substrate
J -Channel
Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment Attachment
Three (3) min. 3/4-
inch x 1/4 -inch crown
One (1) min. #8 x 1/2 -inch
One (1) min 3/4 -inch x One (1) min. 1 3/4 -inch long x
12J-1
Max.
Wood staples in diamond long x 3/8 -inch head diameter Wood 1/4 -inch crown staple
0.072 -inch dia. x min. 1/4 -inch 48
16 -inch
pattern spaced 24-
screw spaced 16 -inch o.c.
spaced 8 -inch o.c. head dia. trip nail spaced 48- 64.2
inch o.c. connecting soffit to J -channel inch o.c.
ALC 15001.4 FL12194-R7 3of11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for Maximum 12 -inch Soffit Span with J -Channel at Wall and Eave
Wall Connection
Wall Connection Eave Connection
System
System Panel
MDP
MDP
No. Width Psi)
Psf)
Substrate
Substrate J -Channel - Substrate J -Channel
Attachment
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 in
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 in
diamond pattern spaced 24 -inch o.c. securing
diamond pattern spaced 24 -inch o.c. securing
diamond pattern spaced 24 -inch o.c. securing
diamond pattern spaced 12 -inch o.c. securing
14.5JJ-1
12JJ-1
Max.
Wood
J -Channel to joists;
Wood
J -Channel to fascia; 70
16 -inch
16 -inch
One (1) 18 ga.1/4-inch crown x 1 -inch leg staples
One (1) 18 ga.1/4-inch crown x 1 -inch leg staples
One (1) 18 ga.1/4-inch crown x 1 -inch leg staples located
One (1) 18 ga.1/4-inch crown x 1 -inch leg staple securing 60
located in the horizontal leg of the J -Channel spaced
located in the horizontal leg of the J -Channel spaced
in the horizontal leg of the J -Channel spaced 12 -inch o.c.
the nailer of each female lock or spaced 16 -inch o.c.
12 -inch o.c.
12 -inch o.c. securing each panel lap
Approved Systems for 14.5 -inch Soffit Span with J -Channel at Wall and Eave
Wall Connection Eave Connection
System Panel MDP
No. Width Psf)
Substrate
J -Channel
Substrate
J -Channel
Attachment Attachment
Three (3) 18 ga.1/4-inch crown x 1 -inch leg staples in Three (3) 18 ga.1/4-inch crown x 1 -inch leg staples in
diamond pattern spaced 24 -inch o.c. securing diamond pattern spaced 24 -inch o.c. securing
14.5JJ-1
Max.
Wood
J -Channel to joists; Wood J -Channel to joists; 43.3
16 -inch One (1) 18 ga.1/4-inch crown x 1 -inch leg staples One (1) 18 ga.1/4-inch crown x 1 -inch leg staples located
located in the horizontal leg of the J -Channel spaced in the horizontal leg of the J -Channel spaced 12 -inch o.c. 12 -inch o.c.
ALC15001.4 FL12194-R7 Page 4 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for Maximum 16 -inch Soffit Span with F -Channel and Fascia Cap
Wall Connection Eave Connection
System Panel MDP
No: Width psfl
Substrate
F -Channel
Substrate Panel Attachment Fascia Cap
Attachment Attachment
One (1) 14 ga. 5/8 -inch long T nail or One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x
16F-1
Max.
Masonry 9 ga., min. 5/8 -inch long Stub Nail Wood 1 -inch leg staple spaced max.
0.072 -inch diameter
finishing nail with min. 3/16- 53.312 -inch with 3/8 -inch diameter head spaced 4 -inch o.c. and securing each inch head spacedmax. 8 -inch o.c. panel lap 12 -inch o.c.
Three (3) 18 ga. 1/4 -inch crown x 1- One (1) 18 ga. 1/4 -inch crown x
One (1) min. 1.75 -inch x
0.072 -inch diameter
16F-2
Max.
12 -inch
Wood inch leg staples in diamond pattern Wood 1 -inch leg staple spaced max.
4 -inch o.c. and securing each finishing nail with min. 3/16- 53.3
spaced 16 -inch o.c.
panel lap
inch head spaced
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 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.
125.616 -inch with 3/8 -inch diameter head spaced 3/16 -inch head dia. trim nail
8 -inch o.c. O.C.
spaced 36 -inch o.c.
Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8 -inch x 3/8 -inch One (1) min. 1 3/4 -inch long
16F-4
16
Wood 1.25 -inch embedment spaced 24- Wood crown staple spaced 16 -inch
x 0.072 inch dia. x min.
25.6inch
inch o.c. O.C.
3/16 -inch head dia. trim nail
spaced 36 -inch o.c.
Three (3) min. 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long
16F-5
Max.
Wood crown staples in diamond pattern Wood
One (1) min 3/4 -inch x 1/4 -inch x 0.072 -inch dia. x min. 1/4- 27
16 -inch
spaced 24 -inch o.c.
crown staple spaced 8 -inch o.c. inch head dia. trip nail 36.1
spaced 48 -inch o.c.
One (1) 14 ga. 5/8 -inch long T nail or One (1) 18 ga. 1/4 -inch crown x
One (1) min. 1.75 -inch x
16F-6
Max.
Masonry 9 ga., min. 5/8 -inch long Stub Nail Wood 1 -inch leg staple spaced 4 -inch
0.072 -inch diameter
finishing nail with min. 3/16- 43.316 -inch with 3/8 -inch diameter head spaced o.c. and securing each panel
8 -inch o.c. lap
inch head spaced
16 -inch o.c.
One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x
Max. Minch
Three (3) 18 ga. 1/4 -inch crown x 1-
i1 -inch leg staple spaced 4 -inch
0.072 -inch diameter
16F-7
1
Wood inch leg staples in diamond pattern Wood
c. and securing each panel
finishing nail with min. 3/16- 43.3
spaced 16 -inch o.c.
lap
inch head spaced
16 -inch o.c.
ALC 15001.4 FL12194-R7 Page 5 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
L
GREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for Maximum 16 -inch Soffit Span with JI -Channel and Fascia Cap
Span with JI -Channel at Wall and Eave
Wall Connection Eave Connection
Eave Connection
System Panel
Panel
MDP
No. Width
Width
psf)
Substrate
J -Channel
Substrate Panel Attachment Fascia Cap
Attachment
Attachment
Attachment
Attachment
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. x16J-1
16 -inch
Wood crown staples in diamond pattern Wood
crown staple spaced 8 -inch o.c. min. 1/4 -inch head dia. trip 31.4
Wood diamond pattern spaced 8 -inch o.c. securing 132.7
spaced 24 -inch o.c.
16 -inch
nail spaced 48 -inch o.c.
Approved Systems for Maximum`116-inch Soffit Span with JI -Channel at Wall and Eave
Wall Connection Eave Connection
System Panel MDP
No. Width psfl
Substrate
J -Channel
Substrate
J -Channel
Attachment Attachment
Three (3) 18 ga.1/4-inch crown x 1 -inch leg staples in
diamond pattern spaced 24 -inch o.c. securing Three (3) 18 ga.1/4-inch crown x 1 -inch leg staples in
16JJ-1
Max.
Wood
J -Channel to joists;
Wood diamond pattern spaced 8 -inch o.c. securing 132.7
16 -inch One (1) 18 ga.1/4-inch crown x 1 -inch leg staples J -Channel to fascia
located in the horizontal leg of the J -Channel spaced
12 -inch o.c.
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 in
diamond pattern spaced 24 -inch o.c. securing diamond pattern spaced 12 -inch o.c. securing
16JJ-2
Max.
Wood
J -Channel to joists;
Wood
J -Channel to fascia; 43.3
16 -inch One (1) 18 ga.1/4-inch crown x 1 -inch leg staples One (1) 18 ga.1/4-inch crown x 1 -inch leg staple securing 33.3
located in the horizontal leg of the J -Channel spaced the nailer of each female lock or spaced 16 -inch o.c.,
12 -inch o.c. securing each panel lap
ALC15001.4 FL12194-R7 Page 6 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
m GREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for Maximum 22.5 -inch Soffit Span with J -Channel at Wall and Eave
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width
WSubstrate
psf)
J -Channel
Panel Attachment Substrate
J -Channel
Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment Attachment
Attachment
Three (3) 18 ga.1/4-inch crown x One (1) 18 ga.1/4-inch crown x Three (3) 18 ga.1/4-inch crown
1 -inch leg staples in diamond 1 -inch leg staple securing the nailer x 1 -inch leg staples in diamond
pattern spaced 24 -inch o.c. of each female lock or spaced 16-
crown x 1 -inch leg
pattern spaced 24 -inch o.c.
22.5JJ-1
Max.
Wood securing J -Channel to joists; inch o.c. securing each panel lap Wood securing J -Channel to joists;
142116 -inch One (1) 18 ga.1/4-inch crown x One (1) 18 ga.1/4-inch crown x
Three (3) 18 ga.1/4-
anchored to 12 -inch o.c. securing
1 -inch leg staples located in the One (1) min. 1.75 -inch x 0.072 -inch 1 -inch leg staples located in the
Max.
inch crown x 1 -inch
rafter with one
horizontal leg of the J -Channel diameter finishing nail with min.
inch crown x 1 -inch
horizontal leg of the J -Channel
8024F-1
12 -inch
Wood
spaced 12 -inch o.c. 3/16 -inch head spaced spaced 12 -inch o.c.
leg staple spaced 8- finishing nail with min. 90
4 -inch o.c.
diamond pattern
inch x 7d ring
One (1) min. 1.75 -inch
Approved Systems for Maximum 24 -inch Soffit Span with F -Channel and Fascia Cap
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width psf)
Substrate
F -Channel
Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment Attachment
One (1) 18 ga.1/4-inch
Nominal 1x2 crown x 1 -inch leg
No.2 SYP
staple spaced
Three (3) 18 ga.1/4-
anchored to 12 -inch o.c. securing One (1) 18 ga. 1/4-
One (1) min. 1.75 -inch x
Max.
inch crown x 1 -inch
rafter with one
each panel lap inch crown x 1 -inch
0.072 -inch diameter
8024F-1
12 -inch
Wood leg staples in 1) min. 2.25-
Wood
leg staple spaced 8- finishing nail with min. 90
diamond pattern
inch x 7d ring
One (1) min. 1.75 -inch
inch o.c.
3/16 -inch head spaced
spaced 16 -inch o.c.
silailhanknail
x 0.072 -inch diameter 12 -inch o.c.
inch finishing nail with min.
3/16 -inch head spaced
4 -inch o.c.
ALC 15001.4 FL12194-R7 7of11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for Maximum 24 -inch Soffit Span with F -Channel and Fascia Cap
Wall Connection Center Connection Eave'Connection
System Panel MDP
No. Width psf)
Substrate
F-Channel
Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment Attachment
One (1) 18 ga.1/4-inch
crown x 1 -inch leg
Nominal 1x2 staple spaced
One (1) min. 1.5- No.2 SYP 12 -inch o.c. securing One (1) 18 ga. 1/4 -
One (1) min. 1.75 -inch x
Max.
inch x 11 ga. anchored to each panel lap inch crown x 1 -inch
0.072 -inch diameter 80
24F-2
12 -inch
Wood smooth shank rafter with one Wood
le g staple spaced 8- finishing nail with min. 76.6
roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75 -inch
inch o.c.
3/16 -inch head spaced
16 -inch o.c. inch ring shank x 0.072 -inch diameter 12 -inch o.c.
nail 24 -inch o.c. finishing nail with min.
3/16 -inch head spaced
4 -inch o.c.
One (1) 18 ga.1/4-inch
crown x 1 -inch leg
One (1) 14 ga. 5/8- Nominal 1x2 staple spaced
inch long T nail or 9 No.2 SYP 12 -inch o.c. securing One (1) 18 ga. 1/4-
One (1) min. 1.75 -inch x
Max.
ga., min. 5/8 -inch anchored to each panel lap inch crown x 1 -inch
0.072 -inch diameter
80
24F-3
12 -inch Masonry long Stub Nail with rafter with one Wood
le g staple spaced 8 finishing nail with min. 76.6
3/8 -inch diameter 1) 7d x 2.25- One (1) min. 1.75 -inch
inch o.c.
3/16 -inch head spaced
head spaced 8 -inch inch ring shank x 0.072 -inch diameter 12 -inch o.c.
O.C. nail 24 -inch o.c. finishing nail with min.
3/16 -inch head spaced
4 -inch o.c.
One (1) 18 ga.1/4-inch
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- One (1) min. 1.75 -inch x
Max.
inch crown x 1 -inch
rafter with one
16 -inch o.c. securing inch crown x 1 -inch 0.072 -inch diameter 80
24F-4
16 -inch
Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 60
diamond pattern
inch x 7d ring
inch o.c. and securing 3/16 -inch head spaced
spaced 16 -inch o.c.
shank nail
One (1) min. 1.75 -inch each panel lap 16 -inch o.c.
24 -inch o.c.
x 0.072 -inch diameter
finishing nail with min.
3/16 -inch head spaced
4 -inch o.c.
ALC15001.4 I
FL12194-R7 Page 8 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for Maximum 24 -inch Soffit Span with F -Channel and Fascia Cap
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width psti]
Substrate,
F -Channel
Attachment
Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment
One (1) 18 ga.1/4-inch
crown x 1 -inch leg
staple securing the
Nominal 1x2 nailer of each female
One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x
Max.
inch x 11 ga. anchored to 16 -inch o.c. securing inch crown x 1 -inch 0.072 -inch diameter
8024F-5
16 -inch
Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 60
roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16 -inch head spaced
16 -inch o.c. inch ring shank One (1) min. 1.75 -inch each panel lap 16 -inch o.c.
nail 24 -inch o.c. x 0.072 -inch diameter
finishing nail with min.
3/16 -inch head spaced
4 -inch o.c.
One (1) 18 ga. 1/4 -inch
crown x 1 -inch leg
staple securing the
One (1) 14 ga. 5/8- Nominal 1x2 nailer of each female
inch long T nail or 9 No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x
Max. ga., min. 5/8 -inch anchored to 16 -inch o.c. securing inch crown x 1 -inch 0.072 -inch diameter
8024F-6
16 -inch Masonry long Stub Nail with rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 603/8 -inch diameter 1) 7d x 2.25- inch o.c. and securing 3/16 -inch head spaced
head spaced 8 -inch inch ring shank One (1) min. 1.75 -inch each panel lap 16 -inch o.c.
O.C. nail 24 -inch o.c. x 0.072 -inch diameter
finishing nail with min.
3/16 -inch head spaced
4 -inch o.c.
ALC15001.4 FL12194-R7 Page 9 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of an y 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
iproduct attributes that are not specifically addressed herein.
GREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for Maximum 24 -inch Soffit Span with J -Channel and Fascia Cap
Wall Connection Center Connection. Eave Connection
System Panel MDP
No. Width psf)
Batten
J -Channel
Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment Attachment
Nominal 1x2 No.2
SYP scabbed
between rafters with One (1) 18 ga.1/4-
one (1) min. 2.25- inch crown x 1 -inch
Nominal 1x2 inch x 7d ring shank leg staple spaced
No.2 SYP Three (3) 18
nail straight -nailed 12 -inch o.c.
anchored to
gaThr
inch crown through the rafter securing each panel One (1) 18 ga. Y,
One (1) min. 1.75 -inch
Max. rafter with one x 1 -inch leg
into the end of the lap inch crown x 1 -inch
x 0.072 -inch diameter
24J-1
12 -inch 1) min. 2.25- staples in diamond
batten or two (2) Wood
leg staple spaced finishing nail with min. t60
inch x 7d ring pattern spaced 16-
min. 2.25 -inch x 7d One (1) min. 1.75-
8 -inch o.c.
3/16 -inch head spaced
shank nail inch o.c. ring shank nails toe- inch x 0.072 -inch 12 -inch o.c.
24 -inch o.c. nailed on either side diameter finishing
of the batten at nail with min. 3/16 -
each batten/rafter inch head spaced
intersection. Max. 4 -inch o.c.
rafter spacing is
24 -inch o.c. .
Nominal 1x2 No.2
SYP scabbed One (1) 18 ga.1/4-
between rafters with inch crown x 1 -inch
one (1) min. 2.25- leg staple securing
Nominal 1x2 inch x 7d ring shank the nailer of each
No.2 SYP Three (3) 18
nail straight -nailed female lock or
One (1) 18 ga. '/,
anchored to ga.1/4-inch crown
through the rafter spaced 16 -inch o.c.
inch crown x 1 -inch
One (1) min. 1.75 inch
Max. rafter with one x 1 -inch leg into the end of the securing each panel leg staple spaced
x 0.072 -inch diameter
24J-2
16 -inch 1) min. 2.25- staples in diamond
batten or two (2) lap Wood
8 -inch o.c. and finishing nail with min. 153.3
inch x 7d ring pattern spaced 16- ace
min. 2.25 -inch x 7d
securing each panel
3/16 -inch head spaced
shank nail
chinch
ailsh inch ring shank nails toe- One (1) min. 1.75- lap
16 -inch o.c.
nailed on either side inch x 0.072 -inch
of the batten at diameter finishing
each batten/rafter nail with min. 3/16 -
intersection. Max. inch head spaced
rafter spacing is 4 -inch o.c.
24 -inch o.c.
ALC 15001.4 FL12194-R7 Page 10 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
L_ CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for Maximum 24 -inch Soffit Span with J -Channel at Wall and Eave
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width psD
Substrate
J -Channel
Panel Attachment Substrate
J -Channel
Attachment Attachment
Three (3) 18 ga.1/4-inch crown x One (1) 18 ga.1/4-inch crown x
1 -inch leg staples in diamond 1 -inch leg staple securing the nailer Three (3) 18 ga.1/4-inch crownpatternspaced24 -inch o.c. of each female lock or spaced 16-
x 1 -inch leg staples in diamond
24JJ-1
Max.
Wood securing J -Channel to joists; inch o.c. securing each panel lap Wood pattern spaced 8 -inch o.c. t43.516 -inch One (1) 18 ga.1/4-inch crown x
1 -inch leg staples located in the One (1) min. 1.75 -inch x 0.072 -inch securing
J -Channel to fascia
horizontal leg of the J -Channel diameter finishing nail with min.
spaced 12 -inch o.c. 3/16 -inch head spaced
4 -inch o.c.
Three (3) 18 ga.1/4-inch crown x
One (1) 18 ga.1/4-inch crown x Three (3) 18 ga.1/4-inch crown
1 -inch leg staples in diamond 1 -inch leg staple securing the nailer x 1 -inch leg staples in diamond
pattern spaced 24 -inch o.c.
of each female lock or spaced 16- pattern spaced 12 -inch o.c.
Max. securing J -Channel to joists; inch o.c. securing each panel lap securing J -Channel to fascia; 53.324JJ-2
16 -inch
Wood
One (1) 18 ga.1/4-inch crown x
Wood One (1) 18 ga.1/4-inch crown x
44.4
1 -inch leg staples located in the One (1) min. 1.75 -inch x 0.072 -inch 1 -inch leg staple securing the
horizontal leg of the J -Channel diameter finishing nail with min. nailer of each female lock or
spaced 12 -inch o.c.
3/16 -inch head spaced spaced 16 -inch o.c. securing
4 -inch o.c. each panel lap
ALC 15001.4 FL12194-R7 11 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
ALUMINUM COILS, INC
CREEKMSoffits
TECHNICAL SERVICES, LLC
Appendix B
INSTALLATION
Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations.
System No. ` ° Installation Detail=
18ga., 114" x 1"
staples
d"
Pact max
OPEN RAFTER '". "Diamond" Patten
10.5JJ-1 &
14.5JJ-1
Diamond" Patten
18ga., 114"x 1"
staples 12" o.c. max
18ga., 114" x 1"
staples 24" ox. max
J -Channel
annel
Detail 6
I Sga., 114" x 1"
staples 24" Pact Max
Diamond" Patten
t 18ga., 114" x 1"
staples 12" o.c. max
i€
a
Detail A
ALC15001.4 FL12194-R7 Page 1 of 19
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
System No. Installation Detail
MIN. 3/8" HEAD DIA. NAIL, MIN. 1.25"
EMBENDMENT SPACED 24" O.C. FOR WOOD
SUBSTRATES. MIN. 14GA T -NAIL OR MIN. 9GA,
STUB NAIL WITH 3/8" HEAD DIA., MIN. 5/8"
EMBEDMENT SPACED 8" O.C. FOR MASONRY
SUBSTRATES.
FASCIA SLIP BOARD
FASCIA TRIM
12F-1 & SOFFIT
12F-2 MAX. 12 -INCH SPAN
F" CHANNEL
or black Wall FA
STAPLE SOFFIT TO
FASCIA BOARD #T50
3/8" X 3/8" STAPLE
16" O.C.
FASCIA LIP 1/4"--/
PAINTED S.S.
1 3/4" TRIM NAIL
MIN. 5 NAILS PER 12' PIECE
SOFFIT & FASCIA DETAIL
ALUMINUM COILS, INC
Soffits
Appendix B
ALC15001.4 FL12194-R7 Page 2 of 19
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
System No: installation Detail
OPEN RAFTER
3/0' BETWEEN , SOFFIT STAPLE
3/4" x/a"
DIAMOND PATTERN
C 0 STAPLES ', ;
DETAIL
USING A DIAMOND ' `-F_3/9
PLES
N'/
sTav..es
PATTERN FACIA BOARD
12F-3
CAP
3/4" X 1/4" CROWN
STAPLE "8" ON CENTER
1 -3/4" TRIM NAIL
F' CHANNEL CAN BE PAINTED S.S. 48"
INSTALLED WITH THE O.C.
NAILING FLANGE UP OR
DOWN
SOFFIT- max. 12 - inch span
WOOD
SUBSTRATE
1-3/4" TRIM NAILI
FACIA BOARD
PAINTED S.S. Ar
FASCIA CAP
3/4" X 1/4 -
CROWN
4"
CROWN STAPLE
SOFFIT — I
SOFFIT & FASCIA
DETAIL
ALC15001.4 FL12194-R7 Page 3 of 19
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
w° TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
System'No. Installation Detail
MIN. 14GA T -NAIL OR MIN. 9GA.
STUB NAIL WITH 318" HEAD DIA., MIN. 5/8"
EMBEDMENT SPACED 8" O.C. FOR MASONRY
SUBSTRATES.
FASCIA SLIP BOARD
FASCIA TRIM
12F-4 vi
SOFFIT
MAX. 12 -INCH SPAN
CHANNEL 1-3/JN"AJLFACIA BOARD
PAINTFASCIA CAP
X 1/4"
01Blck3/
4"
az_ block. w.1iCROWN STAPLE
SOFF
SOFFIT & FASCIA
DETAIL
ALC 15001.4 FL12194-R7 Page 4 of 19
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
System No. f Installation Detail
112J-1
OPEN RAFTER
3/4" X 1/4" CROWN STAPLE "24"
ON CENTER USING A DIAMOND PATTERN
J–CHANNEL 1-3/4" TRIM NAIL
screwed to soffit
with one (1) N8 x PAINTED S.S. 48"
1/2" x 3/8" head O.C.
diameter screw,
16" 0. c.
SOFFIT–max. 12 -inch span
WOOD OR BLOCK
SUBSTRATE
ALUMINUM COILS, INC
Soffits
Appendix B
ars•
3r8 y
3/4" X 1/4" CROWN STAPLE
t
SOFFIT STAPLE
DIAMOND PATTERNFACIABOARDi
DETAIL
FASCIA CAP
3/4" X 1/4" CROWN FACIA BOARD
STAPLE "B" ON CENTER 1-3/4" TRIM NAIL
PAINTED S.S.
FASCIA CAP
3/4" X 1/4"
CROWN STAPLE
SOFFIT —
SOFFIT & FASCIA
D ETAI L
ALC15001.4 FL12194-R7 Page 5 of 19
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
Application Instructions for FORMERLY HERITAGE® 30
ETAMR:0]I
BU1160ING PRODUCTS LAMINATED ASPHA16T SHINGLES
Dallas, TX • 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. ROOF BECK
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. VENTILATION
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.
IT IS PARTICULARLY IMPORTANT TO PROVIDE
ADEQUATE VENTILATION.
FASTENERS
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 maybe 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 underlayments 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
BOND
NAIL ZONE
L COMMON
6-1 I I I I I I I I EXPO i URE 5-5/8"
VL 12-1/2" 12-3/8" 12-1/2" I 1"
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
tamkoxom Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834
Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 1
i
BUILDING PRODUCTS
CONTINUED from page 1)
H ITG
16AMINATED ASPHALT SHINGLES
FORMERLY HERITAGE® 30
Dallas, TX e 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
FPOSURE 5-5i8"
IFS-irz' z-irz" a'{t-irz" -trz" •I h—V
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 -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 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.)
NAILS: 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.
Properly Driven Improperly Driven
31V min diameter underdriven overdriven crooked
Asphah
Shingles
Decking
III nominal
straight, good penetration, Inadequate too deep, cuts Inadequate
and flush with shingle surface penetration Into shingle anchorage
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
construction
reroofing
Property Driven Improperly Driven
underdriven overdrIven crooked
W
plthingles
Decking
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. UNDERLAYMENT
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 30TM 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. (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 2
Iii
B921601ND FINODUCTS
CONTINUED from page 2) FORMERLY HERITAGE® 30
Dallas, TX • Frederick, MD • Joplin, MO e 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 INSTRUCTIONS
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 1/4 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.
For maximum wind resistance along rakes, install any
TAMKO starter shingle including sealant or cement shingles
to underlayment and each other in a 4" (102 mm) width of -
TAM -PRO® 911SFlashing Cement, TAMKO or TAM -PRO® Untlerlayment DeckPlasticRoof\ement, or TAMKO Tam -Seal Adhesive. / /
Eave flashing or
asphalt saturated felt
edgeDrip :
Rake\\
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.
1Cut your first course shingle to make 29" and a 10 3/3"
length. Cul a second shingle to make a 23" and
a 16 3/6" length.
i 1038" ...>
I 23" 116 38"
2Begin application with a full length shingle.
Then lay your 29", 23",16 38" and 10 38" lengths.
As you can see, three shingles with two cuts
make five courses.
Fasteners I
located 1-12" to 3"
from rake edge ' ---- -
IN Continue working your
gey
flip any the mot. When you make your3. final cut at the roofs edge, flip any places that are e" or longer
S\
beck onto the roof. These pieces can be worked in anywhere without
creating tippers or color variations.
NOTE: Do not align joints of shingle courses when worlang In
Start first strip with 1/2 shingle Starter strips overhang Self-sealing Eave Fasteners Drip edge
cut pix®s-Jolnb shoals Da no closer than 4' from one another.
removed, then follow with full eaves and rakes adhesive located
strips in order to offset with the 1/4' to 3/a" if no drip edge positioned 1-1 /F' to 3"
first shingle courseflashing is present. It drip along eaves from eave edge
etlge flashing is present, eke edge 6, Iii SLOPE APPIo1CATIONinstallshinglesevenwith
dnp etlge.
SHINGLE APPLICATION: Startthe 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
t o -3/a'•
repeat 10-3/8 a 'y 29
cours
a
ra,l'rx z'29 ' +'r ' 1 4
5th course
4th course
3rd course
2nd course
1st course
fealre
10-3/8"
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 25eF 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
Untlerlayment, or TW Untlerlayment self -adhering underlayment
may be used in lieu of the cemented felts.
7. MANSARD ROOF OR STEEP SLOPE ROOF
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.
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 3
77 ;
REMNXI
LAMINATEDBUILDINGhI ASPHALT
CONTINUED from page 3)
8. RE-ROOF'INO
FORMERLY HERITAGE® 30
Dallas, TX • Frederick, MD • Joplin, MO • Phillipsburg, KS
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 (freeze/thaw 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 Underlayment, or TW Underlayment.
ContactTAMKO'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 cant' water
off into the gutter. If this is not the case, cut and apply the starter
strip so that it will provide sufficient overhang for proper drainage.
Drlp
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).
9. VALLEY APP61CATION
Over the shingle underlayment, center a minimum 36 in. wide sheet of
Moisture Guard Plus®, TW Metal &Tile Underlayment, ora 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.
Minimum 36" wide sheet Valley centedine
of Moisture Guard Plus,
TW Metal & Extra nail in
Tile or 50 Ib. or end of shingle
heavier roll roofing sJ,
i Extend end shingle
12"-18" beyond
y valley centerline
Underlayment No fasteners within
6" of centerline
Place tip of shingle on the edge of
the vertical shingle, 2 inches hack
from valley centerline and covering
the vertical shingle.
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
tamkoxom 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)
S`
Lfffm 51L L
i®
BUILDING P!®Q OTS LAMMED AMEN SHINGLES
Dallas, TX e Frederick, MD a Joplin, MO e Phillipsburg, KS
FOR HERITAGE® 30
10. HIP 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 1/4 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.
Direction of prevailing wind
Start 5-1/8" exposure
here—
nerthere5-1/8" 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®, Moisture Guard Plus®, Tam -Shield®, 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.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 5
JP69909
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SIGNED: 1012112011
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650 WEST MARKET STREET 5 R LO4f
GRANTZ, PA 17030-0370 OENS 9s%
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SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW o 51
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INSTALLATION DETAILS TATE OF
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NTS 10/17/11 3 OF 3
1 _
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 INSTALLAION DETAILS SHOWN IN THIS
DOCUMENT APPLY ONLY TO MULLION, WINDOWS MUST BE APPROVED
UNDER SEPARATE APPROVAL.
6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE
SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI
WINDOWS AND DOORS, INC.
7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE
LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL
WINDOW OR DOOR UNIT.
8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE
UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS
ANCHORED AS SHOWN HEREIN.
9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED
IN HORIZONTAL APPLICATIONS .AS LONG AS DIMENSIONS INDICATED
HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING
TO THIS DOCUMENT.
DESIGN PRESSURE TABLE INSTRUCTIONS:
1) DEFINE 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 RESPEGIIVELY IS THE MULLION RATING
FOR PRODUCT IN STEP 2.
MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED
DESIGN PRESSURE OBTAINED IN STEP 1.
TRIBUTARY WIDTH =
W1 + W2
2
REVISIONS
REV I DESCRIPTION DATE I APPROVED
A I REVISED INSTALLATION 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" T,APCON 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 STREiNGTHS
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-DRILLFD BY MANUFACTURER.
TABLE OF CONTENTS
SHEET NO. DESCRIPTION
I NOTES
2 CONFIGURATIONS AND DP CHART
3 INSTALLATION DETAILS
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
M-2302 - VERTICAL MULLION
83" MULLION SPAN
GENERAL NOTES
DRAWN: D'A'G No.
V. L. 08-01447
SCALE NTS DATE 01/11/12 1 SHEET 1 OF 3
SIGNED: 08/07/2015
11L/0//.
i
ter,\GE NSFgiP
0 95X *
o TAf OF
Al ORtOP Gni\
A
1013/8' _
COMBINED WIDTH
83" //
FRAME WINDOW IHINDOW
HEIGHT --- - - -..
MULLION
SPAN)
107 3/8"
Mullion
span (in)
COMBINED WIDTHCOMBINEDWIDTH
VJ2 - Wi -{ W2 -
37.38 130.0 130.0 127.2 127.0 127.0
WINDOW
49.63
83..
83" 83"
J
FRAME
HEIGHT
FRAME
43.0
WINDOWHEIGHTWINDOWWINDOW
84.00
MULLION
24.9
SPAN) SPAN)
WINDOW
i jj
1013/8' _
COMBINED WIDTH
83" //
FRAME WINDOW IHINDOW
HEIGHT --- - - -..
MULLION
SPAN)
107 3/8"
Mullion
span (in)
COMBINED WIDTH
W1 I
W1 VJ2 -
37.38 130.0 130.0 127.2 127.0 127.0
WINDOW
49.63
83..
83"
WINDOW
FRAME
HEIGHT
FRAME
HEIGHT
43.0
WINDOW
WINDO1L-/Lj
MULLION
84.00 62.1 45.0 33.1 29.1 26.3 24.9
SPAN)
SPAN)
LL
WINDOW
MULLION
jj
L%
1013/8' _
COMBINED WIDTH
83" //
FRAME WINDOW IHINDOW
HEIGHT --- - - -..
MULLION
SPAN)
107 3/8"
COMBINED WID?H
Mullion
span (in)
Mullion
span (in)
W1 I VJ2
130.01 130.0 130.0 130.0 130.0
37.38 130.0 130.0 127.2 127.0 127.0
WINDOW
49.63
83..
92.4 70.6 56.0 51.5 48.6 47.4
FRAME
HEIGHT WINDO
43.0
WINDO1L-/Lj
MULLION
84.00 62.1 45.0 33.1 29.1 26.3 24.9
HEIGHT
SPAN)
LL
WINDOW
MULLION
L%
SPAIN)
L1N 1 -11-- W2 -
107 .3/8"
COMBINED WIDTH
1013/8' _
COMBINED WIDTH
83" //
FRAME WINDOW IHINDOW
HEIGHT --- - - -..
MULLION
SPAN)
Design pressure rating (pst)
Units anchored into wood framing
Mullion
span (in)
Mullion
span (in)
Tributary width (in)
18.13 25.50 36.00 42.00 48:00 52.13
25.00 130.01 130.0 130.0 130.0 130.0 130.0
37.38 130.0 130.0 127.2 127.0 127.0 127.0
49.63 120.7 94.3 77.9 73.8 72.1 72.0
62.00 92.4 70.6 56.0 51.5 48.6 47.4
65.63 86.5 65.8 51.7 47.3 44.4 43.0
72.00 77.8 58.7 45.6 41.4 38.5 37.0
84.00 62.1 45.0 33.1 29.1 26.3 24.9
1013/8' _
COMBINED WIDTH
83" //
FRAME WINDOW IHINDOW
HEIGHT --- - - -..
MULLION
SPAN)
REVISIONS
H ', DESCRIPTION DATE I APPROVED
A REVISED INSTALLATION DETAILS 06/07/15 1 R.L.
107 3/8"
COMBINED WIDTH
Mullion
span (in)
Tributary width (in)
18.13 25.50 36.00 42.00 48:00 152.13
Wi-1 W2
130.0
I W2
WINDOW
49.63
83"
130.0
62.00
l
FRAME
WINDOW
130.0 96.6 72.9 65.5 60.5
83"
HEIGHT WINDOW WINDOW
FRAME
MULLION
SPAN)
24.9
HEIGHT WIND WINDOW
MULLION
SPAIN)
LW,
07 3/8"
COMBINED WIDTH
REVISIONS
H ', DESCRIPTION DATE I APPROVED
A REVISED INSTALLATION DETAILS 06/07/15 1 R.L.
APPROVED CONFIGURATIONS
MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED
WIDTH DOES NOT EXCEED 107318"AS SHOWN HEREIN.
Design pressure rating ipso
Units anchored into masonry/concrete
107 3/8"
Mullion
span (in)
Tributary width (in)
18.13 25.50 36.00 42.00 48:00 152.13
COMBINED WIDTH
130.0 130.0 130.0 130.0 130.01 130.0
I W2
130.0
49.63 130.0 130.0 130.0 130.0 130.0 130.0
62.00 130.0 115.4 87.8 79.3 73.9 71.5
WINDOW
130.0 96.6 72.9 65.5 60.5
83"
72.00 99.3 72.4 54.0 48.1 44.0 42.0
FRAME
62.1 45.0 33.1 29.1 26.3 24.9
HEIGHT WIND WINDOW
MULLION
SPAIN)
APPROVED CONFIGURATIONS
MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED
WIDTH DOES NOT EXCEED 107318"AS SHOWN HEREIN.
Design pressure rating ipso
Units anchored into masonry/concrete
Mullion
span (in)
Tributary width (in)
18.13 25.50 36.00 42.00 48:00 152.13
25.00 130.0 130.0 130.0 130.0 130.01 130.0
37.38 130.0 130.0 130.0 130.0 130.0 130.0
49.63 130.0 130.0 130.0 130.0 130.0 130.0
62.00 130.0 115.4 87.8 79.3 73.9 71.5
65.63 130.0 96.6 72.9 65.5 60.5 58.2
72.00 99.3 72.4 54.0 48.1 44.0 42.0
84.00 62.1 45.0 33.1 29.1 26.3 24.9
LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3
DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT
INCLUDE FLANGE
L " -I -- W2 -
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
DRAWN: DWG NO.
V. L. 08-01447
SCALE NTS IDATE 01/11/12 SHEE-'2 OF 3
SIGNED: 08/07/2015
R
I i
L 0 1
r,•\GENS;9iP i
STAT 50F •
REv
i05'. A,(O R10p; •
A //SjS'NAl10 G`
1" MIN _
SEPARATION
Q a
a-
11 II
II II
11 II
I
I 1
I I
I I
I I
I I
2 1/2" MIN
EDGE DISTANCE
4"
MIN. EMBEDMENT
I
MASONRY/CONCRETE
BY OTHERS
1/4" TAPCON
SECT5796
CLIP
SECT M-2302
MULLION
SECT5796
CLIP
10 WOOD SCREW
WOOD FRAMING/
2X BUCK
BY OTHERS
1 3/8" MIN.
EMBEDMENT
1/2" MIN
EDGE DISTANCE
3.750"
1.000" 0.375"
0.422"
2.032" 2.875"
0.843"
2X 00.2.10"
SECT5796 CLIP
FOR CONCRETE INSTALLATION
ALUMINUM 6063-T5.125" THICK
3.750"
2.189"
1.0,'0" 0.375'
i
0.843"
I
2X 00.210'
1.562" -
i
562"
I
SECT5796 CLIP
FOR WOOD FRAMING INSTALLATION
ALUMINUM 6063-T5.125" THICK
3.2 61 "
G
I
i
3.250"
4.000"
G 1
Ii
VERTICAL CROSS SECTION
D 843..
MASONRY/CONCRETE AND WOOD FRAMING
INSTALLATION
1
MT000022 CLIP
16GA (063") GALVANIZED STEEL
RE'VISIONS
REV DESCRIPTION DATE I APPROVED
A REVISED INSTALLATION DETAILS 08/07/15 1 R.L.
2.920"
I }
510" 1.125
1
SECT M-2302 MULLION
ALUMINUM 6005-T5.125" THICK 2:>
CLIP INSTALLATION
SIGNED: 08/07/2015
M650 INDOWMARKED
LoEST
STREETSDOORS
S+F.-
GRATZ, PA 17030-0370 r••\TENS*9S
0 51M-2302 — VERTICAL MULLION
83" MULLION SPAN
INSTALLATION DETAILS TAT OF
i FS'4CpRIOP' GN\ DRAWN: D'NG N0. REV
OS A
0111111iil0?\\\ SCALE. NTS DATE 01 / 1 1 /12 SO ET 37OF 3
CITY:OF SANFORD,
BUILDING & FIlR.E PREVENTION
PER.M.1 T APPLICATION
Application iNa:_
Job Address: Historic District:, 1"es NOR
Varcel ID: q+" xl()'J- Residential Prc6lllnli rciali?
T e. of Work: N7n. Addition Al'terodorl kelimLtl. DeQ Clian-le of Usel]. Yp
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Property Informati'an
N a ril e Rhone..
St.relet Resident of property"
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be doti,e hi compliance w4th all applicable,laws reaulatin2 cotistrtictiO,p mz ng.
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ded 7 through National'Notary Assn
CC 3 S -0I-n, tbtn'r
P, d IU Tv . c` ID
BELOW
D, -
BELOW IS FOR OFFICE USE I,O`.',NL-
it' ' FEI
C6MtI* . LICtiorl TN occupancv%use Flood Zativ:
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ENG!N,EIr:R,lNG-
CONT) I 11 \1 Q-