HomeMy WebLinkAbout1318 Williams Ave 18-3380; NEW SFH (a)CITY OF
S,k 40RD
FIRE DEPARTMENT
ell,
71),
Building & Fire Prevention Division
PERMIT APPLICATION
A plication No: I'L
57/ 7 /1. c'
Documented Construction Value: $
Job Address: 1318 Williams Ave Sanford, Florida 32771 Historic District: Yes[-]NoRl
Parcel ID: 36-19-30-515-OG00-0330 Residential Commercial
Type of Work: Newt AdditionF]Alterationn RepairF]Demo E]Change of UseF]Move H
Description of Work: Reconstruction of New Home
Plan Review Contact Person: Keith Owens
Phone: 407-388-5820 Fax: 866-674-1239
Name Jane Hill
Street, of- 13189 Williams Ave
Title:VP of Operations
Email: kowens@bsefl.com
Property Owner Information
City, State Zip: Sanford, Florida 32771
Name Blackstreet Enterpises
Phone:
Resident of property?: Owner
Contractor Information
street. .%f- 14338 Hampshire Bay circle
City, State Zip: Winter Garden, Florida 34787
Phone: 407-388-5820
Fax: 866-674-1239
State License No.: CGC-1509119
Architect/Engineer Information
Name: Robert Sonberg
Street: 113 Bent Tree Drive
City, St, Zip: Palm Beach Gardens, Fl 33418
Bonding Company: N/A
Address:
Phone: 561-460-5632
Fax: n/a
E-mail: rfsonberg@gmail.com
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a pen -nit 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
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.
9- Zg
SignVture of Owner/Agent Date Signature of Contractor/Agent Date
al -
Agent's ctor/Agcnt' Nanic
4 oR 4 1 91
oirfy-SiateFlorida Dateig,4nat=o trr3K-sta e of hkda Date Signature I
BOBBIE G OWENS
My COMMISSION 4 FF 170911
EXPIRES November 22. 2018
Owner/Agent is Personally tt oldbe Or FloridallotaryService0viritrac Lor/Agent is Personally Known to Me or
Produced ID Type of ID -1 Produced ID _ Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Er Electrical Z Mechanical
r--L Plumbingo Gas[:] RoofLXJ
Construction Type: -1/427 Occupancy Use:3 Flood Zone:
Total Sq Ft of Bldg: It IuZ Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps I Plumbing - # of Fixtures I !
Fire Sprinkler Permit: YesE] No [j #of Heads Fire Alarm Permit: Yes [] Noe
mg'
APPROVALS: ZONING: UTILITIES:
COMMENTS:
ENGINEERING: FIRE:
Ok to construct single family home
with setbacks and impervious area
shown on plan. is of
WASTE WATER:
BUILDING: to
Revised: January 1, 2018 Pertnit Application
CITY OF
Sk 40RD
FIRE DEPARTIkIEN'T
Building & Fire Prevention Division
PERMIT APPLICATION
I
Application No: A -311L
Documented Construction Value: $ k (3
9 13t-7- "
Job Address: 1318 Williams Ave Sanford, Florida 32771 Historic District: YesF-]NoRl
Parcel ID: 36-19-30-515-OGOO-0330 ResidentialFv—]Commercial
Type of Work: Newt Addition AlterationF—]RepairF]DemoF—]Change of UseF]MoveH
Description of Work: Reconstruction of New Home
Plan Review Contact Person: Keith Owens
Phone: 407-388-5820 Fax: 866-674-1239
Name Jane Hill
Street: 13189 Williams Ave
Title: VP of Operations
Email: kowens@bsefl.com
Property Owner Information
City, State Zip: Sanford, Florida 32771
Name Blackstreet Enterpises
Phone:
Resident of property? : Owner
Contractor Information
Street: 14338 Hampshire Bay circle
City, State Zip: Winter Garden, Florida 34787
Name: Robert Sonberg
Street: 113 Bent Tree Drive
Phone: 407-388-5820
Fax: 866-674-1239
State License No.: CGC-1 509119
Arch itect/E ng ineer Information
City, St, Zip: Palm Beach Gardens, Fl 33418
Bonding Company: N/A
Address:
Phone: 561-460-5632
Fax: n/a
E-mail: rfsonberg@gmaii.com
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. 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: 61h Edition (2017) Florida Building Code
Revised: January 1, 20!'(; Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the pennit 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.
SigAture of Owner/Agent Date Signature of Contractor/Agent Date
at
Prij—,
Agent'
s Na Prty ctor/ Name t4-
U ignature
777taF-StWeof Mkida Date Signature -urcof (;-W(Y-SZILeFlorida Date o'P
A, BOBBIE G OWENS My COMMISSION #
1`1' 1,091 1 EXPIRES November
22, 2018 Owner/Agent
is Personally KL or FIortdallotaryServi&=JrU tor/Agent is Personally 1CnvKn to Meor Produced ID t,-
Type of ID -17) .4- - Produced ID _ Type of ID BELOW IS FOR
OFFICE USE ONLY Permits Required: Building[]
ElectricalEl Mechanical F] Plumbing[:] Gas[] Roof [—] Construction Type: Total Sq
Ft of
Bldg: Occupancy Use: Min. Occupancy
Load: New
Construction: Electric - # of
Amps Fire Sprinkler Permit: Yes
R No R # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS:
Flood Zone:
of
Stories:
Plumbing - # of
Fixtures Fire
Alarm Permit: Yes []
No [] UTILITIES: 913-19 WASTE
WATER: FIRE: BUILDING: Revised: January
1, 2018
Permit Application
i Ir • •
Flood Zone Determination Request Form
Name: Keith Owens Firm: Blackstreet Enterprises
Address: 14338 Hampshire Bay Circle
City: Winter Garden State: FL Zip Code: 34787
Phone: 407.388.5820 Fax: 866.674.1239 Email: bowens@bsefl.com
Property Address: 1318 Williams Avenue
Property Owner: .cane Hill
Parcel identification Number: 36-19-30-515-OGOO-0330
Phone Number: Email:
The reason for the flood plain determination is:
N New structure Existing Structure (pre-2007 FIRM adoption)
Q 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)
NO
t1
Flood Zone: X & A Base Flood Elevation: 31.05 Datum: NAVD88
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: FEW floodplain 0 floodway
l The parcel is not in the: floodplain floodway
01 The structure is in the: N floodplain floodway
El 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: Info taken from 2017 Elevation Certificate for 1318 shepherd Ave, approx. 200 feet away.
BP# 18-3380
Reviewed by: Michael Cash, CFM Date: August 13, 2018
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CITY OF
Sk 40RD
PLANNING uDEVELOPMENT
SERVICES DEPARTMENT
Development Review Team
Variance — Staff Recommendations
The Development Review Team (DRT) held a Public Meeting at 9 AM on August 14, 2018 to consider a variance request
to the setback requirement construct a single family home on a undersized vacant parcel at 1318 Williams Avenue.
Staff'sinitial action o was determined to be for the incorrect parcel adjacent to the subject property. On 8/
21/18, DRT reconsidered the variance request. The
project was presented at the August 7, 2018 meeting. As part of the Variance process, the standards for consideration
were reviewed. As
part of the evaluation, the standards for consideration were reviewed. Special
conditions and circumstances exist which are peculiar to the land, structure or building involved and which are
not applicable to other lands, structures or buildings in the same district. The
lot size required by the MR-2 zoning is10,00square/eet and the existing lot is 5050squarefeet. wThe
literal interpretation of the provisions of the land development regulations would deprive the applicant of rights commonly enjoyed
by other properties in the same district under the terms of the land development regulations. The owner
has requested toconstruct osingle family home omthe S5'x2OU'plathedparcel of record. The property does not meet the
minimum standards des/gnoted/orthe MR-2zoning classification. w The special conditions and circumstances
do not result from the actions of the applicant. The parcel /s the platted lot
of record. The applicant /s requesting the variance /n order to construct o new/ home utilizing the existing nonconforming lot size
and parcel of record standards. Granting the variance will not confer
onthe applicant any special privilege that is denied by the land development regulations to other lands, structures, or
buildings in the same district. Other properties /n the area are
permitted to request o variance to the requirements of the Land Development Regulations including for residential use as
well as land area and dimension requirements. There are existing homes within the neighborhood that do not
conform to the land area and dimension requirements for the &YR`J zoning district, therefore the neighborhood will not
beadversely affected. The reasons set forth in the application
justify granting the variance, and that the variance is the rnininouno variance that will make possible the reasonable use
of the land, building, or structure. Other properties in the area are permittedfor
developmentof permitted uses. The granting of the variance will beinharmony
with the general purpose and intent of the land development regulations and will not beinjurious totheneighborhood,orothenwisedetrirnenta|
tothepubUcvve|farc. Based on existing neighborhood conditions the variance does
appear to be in harmony with the general purpose and intent of the land development regulations and not
injurious to the neighborhood, or otherwise detrimental to the public welfare. After deliberation of the standards a
motion was
made and an action taken as follows: Richard Blake made a motion to approve the
request subject toconditions asfollows: A paved driveway meeting City standards and parking for
two vehicles shall be provided on the property. SabreenaColbert seconded. Motion carried 6tnO. Discussion: There was noadditional
discussion. T:\Development Review\11-DRT
Agenda-Covermmos\DRT Recs\DRr riance'
13mWioiam,wve-mrcel ofmc.doc
Legal Description of the Property:
L3J-6-1 [T= [ 3 10 1
Address of Property: 1318 Williams Avenue
K
Sanford
Development Review Team
Variance - Staff Recommendations
FL 32771 Zoning District: MR-2
Name and Address of Owner as shown in the Public Records of Seminole County, Florida:
Jane F. Hill 1318 Williams Avenue
Application Submitted By: Keith Owens
Address 14338 Hampshire Bay Cr Winter Garden
Phone 407-388-5820 Fax. 866-674-1239
Sanford, FL 32771
FL 34787
E-Mail: kowens@bsefl.com
Standards for Consideration for Conditional Use. In considering and acting upon an application for Conditional Use the
Planning and Zoning Commission or the Administrative Official shall observe the following standards and make findings
as to whether the application meets the standards, except that, pursuant to Article Vill, one and two family dwellings
shall be exempt from concurrency review:
A. The conditional use must be consistent with the goals, objectives and policies of the Comprehensive Plan and the
land development regulations.
B. Public facilities and services including, but not limited to, roadways, park facilities, schools, police and fire protection,
drainage systems, refuse and disposal systems, water and sewer must be adequate to serve the proposed use.
C. The proposed development must not adversely affect known archeological, historical or cultural resources.
D. The design of the proposed development must minimize adverse effects, including, but not limited to, visual, noise
and traffic impacts, of the proposed use on the surrounding properties.
E. The conditional use must be compatible with the nature and intensity of the development surrounding the premises
and with the community character of the immediate vicinity of the parcel proposed far development.
F. The location and topography of the premises proposed far development must make the use an appropriate use which
will not adversely affect the public interest.
It shall be the burden of the applicant to prove compliance with said standards prior to the issuance of a Development Order.
Variance Requested: To consider a variance request to reduce the land area and dimension requirements to parcel of
record standards for a 55' x 100' parcel of record at 1318 Williams Avenue.
Does this Request meet the Standards for Consideration? Yes __X_ No
Staff Motion: Richard Blake made a motion to approve subject to conditions the request. Sabreena Colbert seconded.
Motion carried 6 to 0.
Conditions: A paved driveway meeting City standards and parking for two vehicles shall be provided on the property.
T:\Development Review\11-DRT Agenda-CoverMemos\DRT Recs\DRT-Variance -1318 Williams Ave -Parcel of Rec.doc
Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County FL
Inst #2018088982 Book:9184 Page:30; (1 PAGES) RCD: 8/6/2018 2:017 PM REC
FEE $10.00 THIS
INSTRUMENT PREPARED BY: Name:
Keith Owens. Address:
14338, HaMQsh re Bay Circle Winter
Garden- Elodda 3478Z NOTICE
OF COMMENCEMENT. State
of Florida County
of Seminole Permit
Number: Parcel ID Number: 36-19-30-515-01300-0330 The
undersigned hereby gives notice that improvement will be made to certain real property, and In accordance with Chapter
713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION
OF PROPERTY: (Legal description of the property and street address if available) LOT
33 BLK G A
D CHAPPELLS SUED PB1PG11
GENERAL
DESCRIPTION OF IMPROVEMENT: Demolition
and Reconstruction of New home OWNER
INFORMATION: Name:
Jane Hills Address:
1318 Williams Ave Sanford, Florida 32771 Fee
Simple Title Holder (if other than owner) Name: N/A CONTRACTOR:
Name:
Blackstreet Enterprises Address:
535 NW Mercantile Place #107 Port St. Lucie, Florida 34986 Persons
within the State of Florida Designated by Owner upon whom notice or other documents may be served as
provided by Section 713.13(1)(b), Florida Statutes. Name:
In
addition to himself, Owner Designates To
receive a copy of the Lienor's Notice as Provided in Section
713.13(1)(b), Florida Statutes. Expiration
Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different
date is specified) WAMINGR:
ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA
STATUTES; AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.
IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under
qejqalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to
the s of my k wledge and belief. Jane
Hills owndfs
Signature Owners Printed Name Florida
Statute 713.13(1)(g): " The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." State
of County of --5mAt t'4 ca U= The foregoing
instrument was acknowledged before me this day of J U n1$ by Who
is personally known to me Name of
person making stater t OR who
has produced Identification [type of identification produced: .. BOBBIE G
OWENS a `` E (kv1e,
GOMMISSION #FF170911 r moo,
a,' EXPIRES November 22, 2018 i oor)
39"153 FloridallotaryService.com
qk
4*1
A; 1 W
01 41,03 1 Amu
VAK IV, I
THIS AGREEME?ff is dated as of the I 9""day OfZ_IANE 20 1_g by and
between BLACK STREET ENTERPRISES, LLC ft/a ESE CONSTRUCTION GROUp,
duty authoxized to conduct business in the State Of Florida, Whose address is 14338 Hampshire
Bay Circle., Winter Garden, Florida 34787, in this Agreement referred to as "CONTRACTOR,"
and SEMMOLE COUNTY, a charter county and political subdivision of the State of Florida,
whose address is Smin0le County Services Building, 1101 Fast 1st Street, Sanford, Florida
32771, in this Agreement referred to as "COLINTY."
11111
11 1,'j
Agreement, agree as follows:
SO"WIR 1. Work. CONTRACTOR dM complete all work as specified or indicated
in the Contract Documents, mcluding the Scope of Services, attached to this Agreement as Exhibit
A, and the solicitation package and all addenda to this packW The work is ScueWly described
88 the Home Reconstruction at 1318 Williams Avenue, Sanford, Florida 32771 Projea
Sec lion 2. ContraoTime.
a) AU Provisions rqPrding contract time are essential to the performance of this
b) The work must be substantially completed as described in subsection 14.13 of the
OWMAI Conditions within 150 calendar days after the date when the contract time begins to run
as provided in subsection 2.2 of the General Conditions. The work must be finAHY completed and
ready for final payment in accordance with subsection 14.9 of the Gamil Conditions within 30
calendar days after the actual date of substantial completion.
consw4won Ssrvicas Aveemm Prqam Undw $200,000
Home Rwmsuucfiw at 1318 Williams Avenue, S"04 FL CERTIFIED COPY -GRANT MALOYCC-1934.19&LA,E) CLERK OF THE CIRCUIT COURT
Pap I Of 19 AND COMPTROLLER
SEM EC NAFLO
DEPUTY CLERK
f^1IkWI The parties acknowledge that the contract time provided in this Section includes
consideration of adverse weather conditions common to Central Florida, including the possibility
of hurricanes and tropical storm.
d) The contract time provided for in this Section includes 30 days allocated
specifically to CONTRACTOR's responsibility for utility coordination or relocation of utilities at
or adjacent to the Project site. CONTRACTOR shall depict this 30 days Boat time not impacting
ontrolling work items on CONTRACTOR's critical path scheduling. No contract: time extensions
will be cortaidered related to utility coordination matters, including, but not limited to, utility
relocations and conflicts unless the utility related time impacts exceed 30 days impact on
controlling items of work in accordance with the Project schedule.
e) In the event that the work requires phased cowMiction, then multiple points of
substantial completion may be established in the Supplementary Conditions.
Section 3. Contract Price.
a) COUNTY shall pay CONTRACTOR for performance of the work in accordance
with the Contract Documents On the basis of the total bid (original contract price).
CONTRACTOR's total, compensation is $122,796.00 subject only to increases or decreases made
m strict confilrMaRce with the Contract Documents.
b) CONTRACTOR shall accept the contract price as full compensation for
paformance of all work and providing all materials cinknoW in the Contract Documents; for an
loss or damage arising out of performance of the work and from the action of the elements, or from
any unforeseen or unknown difficulties or obstructions which may mw or be encountered in the
prosecution of the work until the final acoeptwce, and for all risks of every description connected
with the work.
CMWUCdM Savim Avwm&A "" Unckr $200,000
Homo Reconownew at 1318 Wfflism Avenue, sanfoed, FL
CC-1934-I8/MAE)
PW 2 of 19
c) CONTRACTOR acknowledges that CONTRACTOR has studied, considered, and
included in its total bid (original contract price) all costs of any nature relating to: (1) performance
of the work under Central Florida weather conditions; (2) applicable law, licensing, and permitting
requirements; (3) the Project site conditions, including, but not limited to, subsurface site
conditions; and (4) the tuns and conditions of the Contract Documents, including„ but not limited
to, the indemnification and no damage for delay provisions of the Contract Documents.
d) CONTRACTOR acknowledges that performance of the work will involve
significant work adjacent to, above, and in close proximity to underground facilities, including
utilities which will require the support of active utilities as well as the scheduling and sequencing
of utility installations and relocations (temporary and permanent) by CONTRACTOR
1) In addition to the acknowledgments previously made, CONTRACTOR
acknowledges that its total bid (original contract price) specifically considered and rchW upon
CONTRACTOR's own: study of underground facilities, utilities im their present, relocated
temporary and permanent), and proposed locations, and conlhc is relating to utilities and
underground facilities.
2) CONTRACTOR acknowledges that its total bid (original contract price)
considered and included all of its costs relating to the responsibilities to coordinate, and sequence
the work of CONTRACTOR with the work of COUNTY, tha work of other utility contractors,
and the work of others at the Project site.
Section 4. Payment Procedures.
a) Aglicstz ammat, CONTRACTOR shall submit Applications for Payment
in accordance with Section 14 of the General Conditions.
Conauuodon Savices Avvanea Pm*= Under^ SZo0,000
Horne Recombuc6on at 1318 Williams Avenue, Sm*gd, FL
CC-1934-18/MAE)
Page 3 of 19
JO 2
Inspection DesSftflom
Footer / Setback_
Stemwall
Foundation / Form Board Survey
Slab I Mono Slab Pre our
Zt I Lintel / Tie Beam / Fill I Down Cell
Sheathing — Walls,
30 Sheathing— Roof.
Roof Dry in
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
J'Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Vrmdow-
Final Screen.Room
Final. Pool Screen Enclosure
Mobile Home Building Final
Pre Demo
Final Demo
Crf- -T-
Electric, Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
2MIRC MA -I RK
Min Max FInsnection DO-wrinfian
Mechanical Roug
Mechanical Final
Gas Undc
Gas Rout
Gas Final
RE SEE: June 2014
copy
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: BSE CONSTRUCTION HILLS Builder Name: BSE CONSTRUCTION GROUP
Street: 1318 WILLIAMS AVE Permit Office:
City, State, Zip: SANFORD, FL, 32771
Owner:
Permit Number:
Jurisdiction: # 8 0 SAN',_ JANE HILLS
Design Location: FL, Sanford County: Seminole (Florida Climate Zone 2) o Qr
IN i N,
1, New construction or existing New (From Plans) 9. Wall Types (1109.3 sqft.) Insulation Arm
2. Single family or multiple family Single-family
a. Concrete Block - Int Insul, Exterior R=4.1 1109.30 ft2
b. N/A R= ft2
3. Number of units, if multiple family 1 c. N/A R= ft2
4. Number of Bedrooms 3 d. N/A R= ft2
10. Ceiling Types (1103.0 sqft.) Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1103.00 ft2
Conditioned floor area above grade (ft2) 1103 b. N/A R= ft2
Conditioned floor area below grade (ft2) 0
c. N/A R= ft2
11. Ducts R ft2 7.
Windows(101,0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 219.8 a.
U-Factor: Dbl, U=0.35 101.00 ft2 SHGC:
SHGC=0.25 b.
U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC:
a.
Central Unit 24.0 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 24.0 HSPF:8.50 SHGC:
Area
Weighted Average Overhang Depth: 2131 fL Area
Weighted Average SHGC: 0.250 14. Hot water systems a.
Electric Cap: 50 gallonsEF: 8. Floor Types (1103.0 sqft.) Insulation Area 0.940 a.
Slab -On -Grade Edge Insulation R=0.0 1103.00 ft2 b. Conservation features b.
N/A R= ft2 None c.
N/A R= ft2 15, Credits Pstat Glass/
Floor Area: 0.092 Total
Proposed Modified Loads: 35,96 PASS Total
Baseline Loads: 37.99 1
hereby certify that the plans and specifications covered by Review of the plans and VIKE S this
calculation are in compliance with the Florida Energy specifications covered by this Code.
calculation indicates compliance with
the Florida Energy Code. 0 PREPARED
BY: Maggie Sims Before construction is completed DATE:
this building will be inspected for compliance
with Section 553,908 rA
2018.
06.25 12:43:42-----4- I
hereby certify that this building, as designed, is in compliance the
Florida Energy Code. Florida
Statutes. CAD
withI Not OWNER/
AGENT: BUILDING OFFICIAL: DATE:
DATE: Compliance
requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified
factory -sealed in accordance with R403.3.2.1. Compliance
requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope
leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 6/
25/2018 12:42 PM EnergyGauge@ USA Section R405.4.1 Compliant Software Page 1 of 4
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
PROJECT
Title:
Building Type:
Owner Name:
of Units:
Builder Name:
Permit Office:
Jurisdiction:
Family Type:
New/Existing:
Comment:
BSE CONSTRUCTION HILLS
User
JANE HILLS
1
BSE CONSTRUCTION GRO
Single-family
New (From Plans)
CODE COMPLIANCE 405-2017
Bedrooms: 3
Conditioned Area: 1103
Total Stories: 1
Worst Case: No
Rotate Angle: 0
Cross Ventilation:
Whole House Fan:
Address Type:
Lot #
Block/Subdivision:
PlatBook:
Street:
County:
City, State, Zip:
Street Address
1318 WILLIAMS AVE
Seminole
SANFORD,
FL, 32771
CLIMATE
V Design Location TMY Site
Design Temp
97.5% 2,5%
Int Design Temp Heating Design Daily Temp
Winter Summer Degree Days Moisture Range
FL, Sanford FL—ORLANDO—SANFOR 39 93 70 75 677 44 Medium
BLOCKS
Number Name Area Volume
1 Blockl 1103 8824
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated
1 Main 1103 8824 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 138 ft 0 1103 ft, 0 0 1
ROOF
V # Type Materials
Roof Gable Roof
Area Area Color
Solar
Absor.
SA Emitt
Tested
Emitt Deck Pitch
Tested Insul. (deg)
1 Gable or shed Composition shingles 1195 ft' 230 ft2 Light 0.8 No 0.9 No 0.5 22.6
ATTIC
V# Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1103 ft' N N
CEILING
z # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Under Attic (Vented) Main 38 Blown 1103 ft' 0,11 Wood
6/25/2018 12:42 PM EnergyGauge(& USA Section R405.4.1 Compliant Software Page 2 of 4
WALLS
Adjacent
Space Cavity Width Height Sheathing Framing Solar Below
1 N Exterior Concrete Block - Int Insul Main 4.0999 12 4 8 98.7 ft2 0 0.349999 0
2 E Exterior Concrete Block - Int Insul Main 4.0999 8 4 8 66.7 ft2 0 0.349999 0
3 N Exterior Concrete Block - Int Insul Main 4.0999 11 8 8 93.3 ft2 0 0.349999 0
4 N Exterior Concrete Block - Int Insul Main 4.0999 11 8 88.0 ft2 0 0.349999 0
5 W Exterior Concrete Block - Int Insul Main 4.0999 34 4 8 274.7 ft2 0 0.349999 0
6 S Exterior Concrete Block - Int Insul Main 4.0999 35 8 280.0 ft2 0 0,349999 0
7 E Exterior Concrete Block - Int Insul Main 4.0999 26 8 208.0 ft2 0 0.349999 0
DOORS
Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 N Insulated Main None A 2 8 6 8 17.8 ft2
2 N Insulated Main None 4 3 6 8 20 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 3 Vinyl Low-E Double Yes 0.35 0.25 N 16.0 ft2 7 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5
2 N 4 Vinyl Low-E Double Yes 0.35 0.25 N 15.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5
3 S 6 Vinyl Low-E Double Yes 0.35 0.25 N 30.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5
4 S 6 Vinyl Low-E Double Yes 0.35 0.25 N 40.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) .000356 1029.5 56.52 106.29 .2578 7
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump/ Split HSPF:8.5 24 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit/ Split SEER: 15 24 kBtu/hr 800 cfm 0.7 1 sys#1
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Main 0.94 50 gal 60 gal 120 deg None
6/25/2018 12:42 PM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 3 of 4
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert # Company Name System Model # Collector Model Area Volume FEF
None None ft2
DUCTS
Supply --- Return --- Air CFM 25 CFM25 HVAC #
V # Location R-Value Area Location Area Leakage Type Handier TOT OUT QN RLF Heat Cool
1 Attic 6 219.8 ft Attic 54.95 ft Default Leakage Main Default) (Default) 1 1
TEMPERATURES
Prograrnable Thermostat: Y Ceiling Fans:
nCoolinJan FebOct9MarrMayJunJulJu1A
Xj Sep 0 Nov Dec
Heating JanH MarFebMj JAAprpr May Jun JulAugrirlrI Sep Oct Nov DecjXjVentin9JanFebMarXjAprMayJunJulAugSepOctXNovDec
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
MECHANICAL VENTILATION
Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System
None 0 0 0 1 - Electric Heat PumE 0% 1 - Central Unit
MASS
Mass Type Area Thickness Furniture Fraction Space
Default lbs/sq.ft. 0 ft' 0 ft 0.3 Main
Name: MARGARET SIMS Signature:
Rating Compant: MARGARET SIMS Date:
Maggie Sims
2018.06.25 12:43:55 --4
6/25/2018 12:42 PM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 4 of 4
2O17EPLDISPLAY CARD ENERGY
PERFORMANCE LEVEL(EPU) DISPLAY CARD ESTIMATED
ENERGY PERFORMANCE INDEX* =55 The
lower the Energy Performance Index, the more efficient the home. 1.
New home or, addition 1._New L(From Plans) 12.Ducts, location & insulation level a)
Supply ducts R6.0 2.
Single-family ormultiple-family 2. _Single-hamiy b> Return ducts R6.l c)
AMVlocation Attic/Attic 3.
No. ofunits (if multiple-fami|y> 3.1_- 4.Number
of bedrooms 4.3_ 18.Cooling system: Capaoity24.0 a>Split
system SEER15.0 5.|uthis
aworst case? (y*m/nu) 5.No_ h>Single package SEER_____ c>Ground/water source
SEER/COP _____ O. Conditioned floor area (
sq. ft.) 8. 1103L_ d> Room unitIPTAC EER_____ m}[*her 7.Windows,
type and
area a)U-factor(weighted
average) 7a.0.350_ b) Solar Heat Gain
Coef5dent(SMGC) 7b.0 5_ 14. Heating system Capeoity24.0 o)Araa 7c.101.
0_ a)Split system heat pump MGPF&5 b) Single package heat
pump HGPF_____ O.Sky\ighto c>
Electric resistance COP______ a) U-hactor(weighted
average) 8a.N8 d)Gas furnace, natural gas AFUE_____ b> Solar Heat Gain
CoafOoiant(SMGC) Ob NA_ e) Gas furnace, LPG AFUE_____ 0Other g.Floor type,
insulation
level: a)S|ab-on-
grade(R'ma|ue) 9a.0 0_ b) Wood, raised (P-
value) 8b. 15. Water heating ayoVam n)Concmte. miyed(R+
e|ue) Qo. a)Electric resistance EFIL94 b)Gas fired, natural
gas EF_____ 1O,Wall type and
insulation: o>Gas fired, LPG EF_____ A. Exterior: d)Solar
system with tank EF_____ 1.Wood frame (Insulation
R'va\ue) 1OA1 e)Dedicated heat pump with tank EF____ 2. Masonry (insulation R-
value) 10A2,4.1 0 Heat recovery unit HmatReo%_____ B. Adjacent: g>0thar
1.Wood frame (insulation
R-w*|ue) 1U81.______ 2. Masonry (Insulation R-
value) 1OB2.______ 16. MVACcredits claimed (Performance
Method) 11,Ceiling type and insulation
level a>Ceiling fans o)Under attic 11a.38.
0_ b)Cross ventilation No b)Single assembly 11h. o)
Whole house fan No n>Knee walls/skylight walls
11c. d>Mu|hzonecooling credit d)Radiant barrier installed 11d.No_
e)Mu|tizoneheating credit 0Programmable thermostat Yes Label required by Section
R303.1.3 of
the Florida Building Code, Energy Conservation, if not DEFAULT, certify that this home has complied with the
Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL display card will be completed baspd i yta||
ed code compliant features. Builder Signature: Date:- AddreoocfNew Home: City/FL Zip:
6o5a01812:42:53pw
EnergyGaug*@USA 6.o/m-pmReou01rpaC8mEdition (
2n17)Compliant Software Page Im1
Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandator Requirements for Residential Performance, Prescri tine and ERI Methods
ADDRESS: 1318 WILLIAMS AVE Permit Number:
SANFORD , FL, 32771
MANDATORY REQUIREMENTS See individual code sections for full details.
V, SECTION R401 GENERAL
R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD.
R402,4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402,4,1 through R402,4,5.
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402.5.
R402.4,1 Building thermal envelope building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.
The sealing methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance
with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required
by the code official, an approved third party shall inspect all components and verify compliance.
El R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either
individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i) or
an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or
other infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended
infiltration control measures.
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where
using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the
fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per
square foot (1.5 Us/m2), and syringing doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or
AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
6/25/2018 12:42 PM EnergyGauge@ USA - FBC 6th Edition (2017) Compliant Software Page 1 of 5
MANDATORY REQUIREMENTS - (Continued)
R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to
open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or
enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements
of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be
fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it
passes through conditioned space to a minimum of R-8.
Exceptions:
1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential,
R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
SECTION R403 SYSTEMS
R403.1 Controls.
R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section
C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or
7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in
accordance with Section R403.3.3.
R403.3.2.1 Sealed air handier. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent
of the design airflow rate when tested in accordance with ASHRAE 193.
R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the
manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the
entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the
test.
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C)
or below 55°F (13°C) shall be insulated to a minimum of R-3.
R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that
caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause
degradation of the material. Adhesive tape shall not be permitted.
R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in
accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2.
Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible.
R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return
pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited.
Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the
occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and
when there is no demand for hot water.
R403.5,1_2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems
shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance
with the times when heated water is used in the occupancy.
6/25/2018 12:42 PM EnergyGaugeO USA - FBC 6th Edition (2017) Compliant Software Page 2 of 5
MANDATORY REQUIREMENTS - (Continued)
Ej R403. S. 5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage tank.
R403.5.6 Water heater efficiencies (Mandatory).
R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature
setting range shall be from 100°F to 140°F (38°C to 60oC),
R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to
electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of
combustion types of service water -heating systems to be turned off.
R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404,2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate
water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2. 1.
R403.6.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar
water -heating systems should meet the following criteria:
1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal: and
2. Be installed at an orientation within 45 degrees of true south,
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating.
R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor.
R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation
shall meet the following criteria:
1 The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas.
3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-1 1 and the ceiling shall be insulated to a minimum of R-1 9, space permitting, or R-10
otherwise.
R403.7 Heating and cooling equipment (Mandatory).
R403.7.11 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and
indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that
affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such
as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency
rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed.
TABLE R403.6.1
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATION AIRFLOW RATE MINIMUM
CFM)
MINIMUM EFFICACY aAIRFLOW
CFM/WATT)
RATE MAXIMUN
CFM)
Range hoods Any 2.8 cfm/watt Any
In -line fan Any 2.8 cfm/watt Any
Bathroom, utility room 10 1.4 cfm/watt 90
Bathroom, utility room 90 2.8 cfm/watt An
For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916
6125/2018 12:42 PM EnergyGauge(& USA - FBC 6th Edition (2017) Compliant Software Page 3 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less
than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's
expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb
temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded
performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature.
Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
2.
When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of
equipment may be sized in accordance with good design practice.
R403.7.1.2 Heating equipment capacity.
R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section
R403.7.1_1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if
the design heating load is 1.15 times greater than the design cooling load.
R403.7.1,2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.7.1.
R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.7,1.
R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
2. A variable capacity system sized for optimum performance during base load periods is utilized.
R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the IECC--Commercial Provisions in lieu of Section R403.
R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building,
shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no
precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40" F (4.8°C).
R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403.10.1 through R403.10,5.
R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation
of such switch shall not change the setting of the heater thermostat, Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots.
R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule
shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on -site renewable generation.
O
R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at
the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered
energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required.
R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal
efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool
heaters fired by natural or LP gas shall not have continuously burning pilot lights.
6/25/2018 12:42 PM EnergyGauge@ USA - FBC 6th Edition (2017) Compliant Software Page 4 of 5
R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
F-1 R403.11 Portable spas (Mandatory0he energy consumption of electric -powered portable spas shall be controlled by therequirementsofAPSP-14.
SECTION R404
ELECTRICAL POWER AND LIGHTING SYSTEMS
R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps.
Exception: Low -voltage lighting,
R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights.
6/25/2018 12:42 PM EnergyGauge-6 USA - FBC 6th Edition (2017) Compliant Software Page 5 of 5
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: BSE CONSTRUCTION HILLS Builder Name: BSE CONSTRUCTION GROUP
Street: 1318 WILLIAMS AVE Permit Office:
City, State, Zip: SANFORD, FL, 32771 Permit Number:
Owner: JANE HILLS Jurisdiction: LU
Design Location: FL, Sanford 0
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall
The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed.
Ceiling/attic
The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit
the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls
The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity
sealed. with a material having a thermal resistance of R-3
Knee walls shall be sealed. per inch minimum.
Exterior thermal envelope insulation for framed
walls shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/door jambs and framing, and
and doors skylights and framing shall be sealed.
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated.
Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to
including insulation. maintain permanent contact with the underside of
above -garage subfloor decking, or floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
floors) of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace
Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
Narrow cavities cavities shall be filled by insulation that on
installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spa s.
Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building
shall be sealed to the drywall. thermal envelope shall be air tight and IC rated.
Plumbing and wiring Batt insulation shall be cut neatly to fit around Wring
and plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
i YtAnri heh*na n4Q'ng and Wring-
Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall
on exterior wall tubs shall separate them from the showers and tubs. be insulated.
Electrical/phone box or The air barrier shall be installed behind electrical or communication
exterior walls boxes or air -sealed boxes shall be installed.
HVAC: register boots HVAC register boots that penetrate building thermal envelope shall
be sealed to the sub -floor or drywall.
Concealed When required to be sealed, concealed fire sprinklers shall only be
sprinklers sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
between fire sprinkler cover i3lates and walls or ceifirics.
a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400.
6/25/2018 12:42 PM EnergyGauge0 USA FBC 6th Edition (2017) Compliant Software Page 1 of 1
Manual S Compliance Report Job: HILLS
wrightsoft, Date: Jun 22, 2018
Entire House By: ENERGYCALCS.NET INC
BSE CONSTRUCTION GROUP
ENERGYCALCS.NET INC 267 DELEON RD, DEBARY, FK 32713 Phone: 386-775-0908 Email: MAGGI E@ENERGYCALCS. NET Web: ENERGYCALCS.NET License: RESNE
Project Information
For: JANE HILLS
1318 WILLIAMS AVE, SANFORD, FL 32771
Cooling Equipment
Design Conditions
Outdoor design DB: 93.0°F Sensible gain: 18757 Btuh Entering coil DB: 76.4°F
Outdoor design WB: 75. VF Latent gain: 2032 Btuh Entering coil WB: 63.1°F
Indoor design DB: 75.0°F Total gain: 20789 Btuh
Indoor RH: 50% Estimated airflow: 800 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: GENERIC Model:
Actual airflow: 800 cfm
Sensible capacity: 21900 Btuh 11 71/10 of load
Latent capacity: 2100 Btuh 103% of load
Total capacity: 24000 Btuh 115%ofload SHR: 91%
Design Conditions
Outdoor design DB: 42.3°F Heat loss: 14317 Btuh
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: GENERIC Model:
Actual airflow: 0 cfm
Output capacity: 24000 Btuh 168% of load
Supplemental heat required: 0 Btuh
Meets all requirements of ACCA Manual S.
Entering coil DB: 70,0'F
Capacity balance: 0 oF
Economic balance: 0 'F
111, *
wrightsoft, 2018-Jun-25 12:40:38
4 4. Right--SuiteO Universal 2018 18.0.16 RSU19553 Page 1400M ..sersiedwolkDownloads\BSE CONSTRUCTION HILLS,rup Calc = MJ8 Front Door faces: S
wrightsoft" Building Analysis
Entire House
BSE CONSTRUCTION GROUP
Job: HILLS
Date: Jun 22, 2018
By: ENERGYCALCS.NET INC
ENERGYCALCS.NET INC 267 DELEON RD, DEBARY, FK 32713 Phone: 386-775-0908 Email: MAGGIECEN ERGYCALCS, NET Web: ENERGYCALCS.NET License: RESNE
ect intormation
For: JANE HILLS
1318 WILLIAMS AVE, SANFORD, FL 32771
Location:
Orlando Sanford AP, FL, US
Elevation: 56 ft
Latitude: 29*N
Outdoor: Heating
Dry bulb ('F) 42
Dailyrange ('F) -
Wet bulb (* F) -
Wind speed (mph) 15.0
Indoor: Heating Cooling
Indoor temperature (*F) 70 75
Design TD ('F) 28 18
Relative humidity (%) 50 50
Cooling Moisture difference (gr/lb) 22.9 38,11
93 Infiltration:
17 (M Method Simplified
75 Construction quality Semi -tight
7,5 Fireplaces 0
Component Btu h/ft' Btuh of load
Walls 4.0 3822 28.8
Glazing 97 981 7.4
Doors 10.8 410 3.1
Ceilings 0.7 788 5.9
Floors 4.1 4511 34.0
Infiltration 1.2 1375 10.4
Ducts 1373 10.4
Piping 0 0
Humidification 0 0
Ventilation 0 0
Adjustments 0
Total 1 13260, 100.01
Cooling
Component Btu h/ft' Btuh of load
Walls 2.8 2718 14.5
Glazing 10.4 1050 5.6
Doors 12.1 458 2.4
Ceilings 12 1263 63
Floors 0 0 0
Infiltration 0.4 461 2.5
Ducts 3687 197
Ventilation 0 0
Internal gains 9120 48.6
Blower 0 0
Adjustments 0
Total 1 1 18757, 100.01
Latent Cooling Load = 2032 Btuh
Overall U-value = 0,115 Btuh/ftl-'F
Data entries checked.
loveg
Ill. to 01F 2018-Jun-25 12:40:38
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sers\edwol\Downloads\BSE CONSTRUCTION HILLS,rup Calc = MJ8 Front Door faces: S
wrightsoft. Project Summary
Entire House
BSE CONSTRUCTION GROUP
Job: HILLS
Date: Jun 22, 2018
By: ENERGYCALCS.NET INC
ENERGYCALCS.NET INC 267 DELEON RD, DEBARY, FK 32713 Phone: 386-775-0908 Email: MAGGI E@ENERGYCALCS. NET Web: ENERGYCALCS.NET License: RESNE.. .
For: JANE HILLS
1318 WILLIAMS AVE, SANFORD, FL 32771
Notes:
Weather: Orlando Sanford AP, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 42 'F Outside db 93 'F
Inside db 70 'F Inside db 75 *F
Design TD 28 oF Design TD 18 'F
Daily range M
Relative humidity 50 %
Moisture difference 38 gr/lb
Heating Summary
Structure 11887 Btuh
Ducts 1373 Btuh
Central vent (0 cfm) 0 Btuh
none)
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 13260 Btuh
Infiltration
Method
Construction quality
Fireplaces
Simplified
Semi -tight
0
Heatin Coolin
Area (ft I 09T I 09T
Volume (ft) 8752 8752
Air changes/hour 0.31 0.16
Equiv. AVF (cfm) 45 23
Heating Equipment Summary
Make GENERIC
Trade
Model
AHRI ref
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Capacity balance point = 0 'F
8.5 HSPF
24000 Btu h@47'F
0 'F
0 cfm
0 cfm/Btuh
0.50 in H2O
Sensible Cooling Equipment Load Sizing
Structure 15069 Btuh
Ducts 3687 Btuh
Central vent (0 cfm) 0 Btuh
none)
Blower 0 Btuh
Use manufacturer's data y
Rate/swingmultiplier 1.00
Equipmensensi le load 18757 Btuh
Latent Cooling Equipment Load Sizing
Structure 1404 Btuh
Ducts 628 Btuh
Central vent (0 cfm) 0 Btuh
none)
Equipment latent load 2032 Btuh
Equipment Total Load (Sen+Lat) 20789 Btuh
Req. total capacity at 0.91 SHR 1.7 ton
Cooling Equipment Summary
Make GENERIC
Trade
Cond
Coil
AHRI ref
Efficiency
Sensible cooling
Latent cooling
Total cooling
Actual air flow
Air flow factor
Static pressure
Load sensible heat ratio
15 SEER
21840 Btuh
2160 Btuh
24000 Btuh
800 cfm
0,043 cfm/Btuh
0.40 in H2O
0.90
Boldlitalic values have been manually overridden
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed,
Rig ht-Su ite(& U niv ersal 2018 18 0. 16 RSU 19553
2018-Jun-25 12:40:38
Page 1
e,,kedwoIkDownIoads\ESE CONSTRUCTION HILLS.rup Calc = MJ8 Front Door faces: S
Job #: HILLS
Performed by ENERGYCALCS.NET INC
JANE HILLS
1318 WILLIAMS AVE
SANFORD, FL 32771
Level 1
BSE CONSTRUCTION GROUP Scale: 1: 58
Page 1
ENERGYCALCS.NET INC 267 DELEON RD Ri g ht-Su I teOD U ni ve rsa 12 018
DEBARY, FK 32713 18.0.16 RSU19553
Phone: 386-775-0908 2018-Jun-25 12:41:03
ENERGYCALCS.NET MAGGIE@ENERGYCALCS. NET ...IoadskBSE CONSTRUCTION HILLS.
Duct System Summary Job: HILLS
VN'1tjiiSt?#'. J Date: Jun 22, 2018
Entire House By: ENERGYCALCS.NET INC
BSE CONSTRUCTION GROUP
ENERGYCALCS.NET INC 267 DELEON RD, DEBARY, FK 32713 Phone: 386-775-0908 Email: MAGGIE@ENERGYCALCS.NET Web: ENERGYCALCS.NET License: RESNE...
For: JANE HILLS
1318 WILLIAMS AVE, SANFORD, FL 32771
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.50 in H2O
0 in H2O
0.50 in H2O
0.377 / 0.123 in H2O
0.314 in/100ft
0 cfm
159 ft
Cooling
0.40 in H2O
0 in H2O
0.40 in H2O
0.302 / 0.098 in H2O
0.251 in/100ft
800 cfm
Name
Design
Btuh)
Htg
cfm)
Cig
cfm)
Design
FR
Diam
in)
H x W
in)
Duct
Matl
Actual
Ln (ft)
Ftg.Egv
Ln (ft) Trunk
be c 949 0 40 0.253 4.0 Ox 0 VIFx 24.3 95.0 st2
br2 c 1983 0 85 0.251 6.0 Ox 0 VIFx 25.0 95.0 st2
bra c 1983 0 85 0.258 6.0 Ox 0 VIFx 27.1 90.0 st2
kit.lvg c 4398 0 188 0.263 8.0 Ox 0 VIFx 24.5 90.0 st2
kit.lvg-A c 4398 0 188 0.272 8.0 Ox 0 VIFx 20.9 90.0 st2
mba c 691 0 29 0.314 4.0 Ox 0 VIFx 6.2 90.0 st1
mbr c 3288 0 140 0.317 7.0 Ox 0 VIFx 5.2 90.0 st1
util c 1066 0 45 0.414 4.0 Ox 0 VIFx 2.8 70.0
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type cfm) cfm) FR fpm) in) in) Material Trunk
st2 Peak AVF 0 585 0.251 547 14.0 0 x 0 VinIFIX
st1 Peak AVF 0 170 0,314 486 8.0 0 x 0 VinlFlx
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
Matl Trunk
rb1 Ox 0 0 800 39.1 0.251 573 16.0 Ox 0 VIFx rst3
Bold/italic values have been manually overridden
W PiI, ht&o4°1t,, 2018-Jun-25 12:40:38
M., ....,.. .„..... Right-Suite®Universal201818.0.16RSU19553 Pagel
sers\edwol\Downloads\BSE CONSTRUCTION HILLS.rup Calc = MJ8 Front Door faces: S
Name
Trunk
Type
Htg
Cfm)
Clg
Cfm)
Design
FIR
Veloc
fpm)
Diam
in)
H x W
in)
Duct
Material Trunk
rst3 Peak AVF 0 800 0.251 573 16.0 0 x 0 VinlFlx
wirightsoft", -
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2018-Jun-25 12:40:38
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sersledwol\Downloads\BSE CONSTRUCTION HILLS,rup Calc = MJ8 Front Door faces: S
E
0
E >
rAj C_
0
45
0
GENERAL NOTES PTCORD COPY
1. REFERENCE SURVEY BY PEC - SURVEYING AND
MAPPING, LLC, DATED 02/09/2018 FOR SURVEY
INFORMATION.
2. THE PROPERTY LIES IN ZONE -A- (UNSHADED),
DEFINED AS AREAS DETERMINED TO BE
OUTSIDE THE 0.2% ANNUAL CHANCE
FLOODPLAIN, PER FEMA FIRM MAP 12095CO235F
Scale: 1" = 10' DATED 09/25/2009.
3. A MINIMUM SLOPE OF 1 % SHALL BE MAINTAINED.
4. THE FFE SHALL BE NO MORE THAN ONE -TENTH
OF ONE FOOT BELOW THE APPROVED DESIGN
ELEVATION.
5. FINISHED GRADES NEXT TO FFE SHOULD SLOPE
AWAY FROM BUILDING.
sit
Mlllllszlvl
EXISTING CONTOUR
x XXX PROPOSED SPOT ELEVATION
M— PROPOSED CONTOUR
THIS DOCUMENT HAS BEEN DIGITALLY SIGNED
AND SEALED BY
0 %
J11111111., 11
COCAS Date:
co Steven R 2018.08.31
0.62285
E CockerhamlO:39:59
lt STATE OF -04'00'
0., AJRQ -e0 %
ONA ILO PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED, THE
SIGNATURE MUST Of VERIFIED ON THE
ELECTRONIC DOCUMENTS.
NEEL-SCHAFFER, INC.
2301 LUCIEN WAY, SUITE 300
MAITLAND, FLORIDA 32751
CERTIFICATE OF AUTHORIZATION: 00008556
STEVEN R. COCKERHAM. P.E. #62285
SHEET NO.
VERFY SCALE REUSE OF DOCLUENTS
THIS DOCUMENT AND THE IDEAS AM DESIGM INCORPORATED HEREIN,
DESIGNED DATE
1318 WILLIAMS AVEC*tAVM DATE
wsompoc"on AS AN INSTRUMENT OF PROKSSIONAIL SERVICE, IS THE PROPERTY OF HEEL-SCHAFFER SANFORD, FLORIDACHECKEDDATE
SCALE: AS SHOW. Oftr-ftlkl. CRAVVW WEL SCHAFFER INC, AND IS NOT TO K
APPROVED DATEUSEDINWI-101-E OR IN PART FOR ANY OTHER PROJECT WITHOUT THE Sol UTfolVs YOU CAN BUILD UPON
PROD_ ROJ.
fwTowNrmoVTm
SHEET Aak*T SCALB WRITTEN AUTHORIZATION Of NEEL SCRAPPER INC. SEMINOLE COUNTY
NO, By REVISIONS DATE FILE NAME IS.W6 GRADING DWGACCORDNGLY
0 NS.13791 --owl
NOT TO BE USED FOR CONSTRUCTION UNTL APPROVED.
GENERAL NOTES
City of Sanford
OCT -i 20118
w and Development
41
4
PATIO
LOT 33
A/C
VERIFY SCALE REUSE OF DOCUMENTS
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,
BAR 6 ONE NCH ON AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF
ORIGAMORAWNG, NEEL SCHAFFER INC. AND IS NOT TO BE
IIIIIIIII
F NOT ONE NCIM ON THE
USED IN INHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE
SHEET, ADJL*T SCALES WRITTEN AUTHORIZATION OF NEFL SCHAFFER INC.
ACCORDNGLY NO, BYNOTTOBEUSEDFORCONSTRUCTIONUNTILAPPROVED,
11.070
REVISIONS
4:1
le4
COVERED
1
4:1
PORCH
Ku
ME
1 <6
4
DESIGNED rDATE
DRAWN DATE
CHECKED DATE
APPROVED DATE
DATE FILENAME 15-086 GRADIING-DING
Scate: 1 10'
NEEL-SCHAFFER
SOLUTIONS YOU CAN BUILD UPON
1. REFERENCE SURVEY BY PEC - SURVEYING AND
MAPPING, LLC, DATED 02/09/2018 FOR SURVEY
INFORMATION.
2. THE PROPERTY LIES IN ZONE -A- (UNSHADED),
DEFINED AS AREAS DETERMINED TO BE
OUTSIDE THE 0.2% ANNUAL CHANCE
FLOODPLAIN, PER FEMA FIRM MAP 12095CO235F
DATED 09/25/2009.
3. A MINIMUM SLOPE OF 1% SHALL BE MAINTAINED.
4. THE FFE SHALL BE NO MORE THAN ONE -TENTH
OF ONE FOOT BELOW THE APPROVED DESIGN
ELEVATION.
5, FINISHED GRADES NEXT TO FFE SHOULD SLOPE
AWAY FROM BUILDING.
LEGEND
PROPERTY LINE
EXISTING CONTOUR
x XX_X PROPOSED SPOT ELEVATION
u
PROPOSED CONTOUR
uV
c
ENcl-NEERING PLANS Cu
DATE 1c) -
BY
THIS DOCUMENT HAS BEEN DIGITALLY SIGNED
AND SEALED BY,
C 0 ck, Date: Steven R
2018.10.05 1-
co•No.62285 tockerharn10:52:51 -04'00'
u.
V
S
STATE OF
C0
c
4/ /ONA- PRINTED COPIES Of THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED THE
SIGNATURE MUST BE VERIFIED ON THE
ELECTRONIC DOCUMENTS,
NEEL-SCHAFFER, INC. u
2301 LUCIEN WAY, SUITE 300
MAITLAND, FLORIDA 32751
CERTIFICATE OF AUTHORIZATION: 00008556 u
STEVEN R. COCKERHAM, P.E. #62285
I SHEET NO.
1318 WILLIAMS AVE
SANFORD, FLORIDA SCALE: AS SHOWN
SEMINOLE COUNTY PROJ,
NO NS,13791.000
AIY
fc 1911Y
35' 0"
Co
O
Ot
OO
4 9 q 5 ?}
Hatch Legend
8'-1" BRG.
UNDER CO.,LLC
2M K y C . NE. Fehr 5, Ft 329a5
d+5ar e. 1321) a69-9aW Far (321) a!%}99p3
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Aklak ErgRree.dro% ErPawre C —
8•a Mrzy Cwd¢ F8 2917 INea R@- Is
ASr£ )--fD 5m Cat. N
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w Deaafyn CAC Errtb . Erebased
UPXM Ca#c- ARVFRS £!Jlt'/ £*Foxed to 1Ycd j
uW SfKard t39 mph US Lanei £.posed to 4YVM
fiiOOF CRffER)A FLOOR CRRERb4
yd T C_ PMsda S'2 f 12
O e C ?ptla l 12 Akpn
T.C. W21 214 s,--
eel +fvL o-vic
ae 9 a
cexae
s_o
TYP. RCCF HANGER THD2b TYP. FLR. HANGER: THDaa
A TM0251h, M THc'. Q"
y a TW.YiS-Z !dry N t?ii169 Q,y
O C Tnpd25-2 {]ty O THpfia801y
p THCM2G3 Cry ? T)1DHatD'Jty
D E TIybZII 3rf O
F SKNSS L"R R
6
o Approved by .
Deskad Ae&very Aate'.
Approxat Dale.
R-- Uo' Rset'4rn VP" R.-- WIm
T
9
3 a 5
9 Io 5
5 1 f
8 f2 ss 9
Doi roeNx 6Had abore tma reacban > ` tl9 a Vot > 1 W
s a9des anasm on seafxd dssgn dieMnps xa'+e+ssda 3ne Ywve.
A
I
Ca«f, F ee,E,
Pfotect 1318 W46 ors Ave.
Atldfexx
Pa#. Nxro#x- DexMxnan ,
cafe srzarml9 oxxime,: 'ON ':
Project p 506298 I
Lumber design values atre in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
RE: 506298 - BSE Const, Group H 1318 Williams Ave. MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Customer Info: BSE Construction Project Name: Williams Ave. Model:
Tampa, FL 33610-4115
Lot/Block: .. Subdivision:
Address: 1318 Williams Ave., ..
City: Sanford State: FL
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/TPI2014 Design Program: MiTek 20/20 8.2
Wind Code: ASCE7-10 Wind Speed: 139 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 25 individual, Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No
f__
2
7
8
Seal#
fl-4-6-91-2-23
T1 4691224
T14691225
TI-4661 2_26
T 1 - 4- 6 - -9- 12-2 7'
T14691228-
T14691229
f14 6§ 12-3 0-
T1 4691231
T41_469_1_232
T46412d3
f14 69-12 34
yf4641n5
T1 4691236
T-1-4-691237
T14691238
T _1 _4_6k2d9_
Truss Name
Al
AiA
A-2
AA12
A3
A31,A
A4
A4A
A613
A7
A7A
Bi
B2
Date
7_/_30/18
7/30/18
Zddil -8
7/3-01/18
7139/18
7/30/18
7/30/18
7/-3-0-/l 8
7/30/18
7/30/18
7/30/18—
7i3_01_1 _8
7/3_0/18
7/30/18
7/30/18
No. Seal# Truss Name Date
18 IT14691240 B3 7/30/18
19 T14691241 B4 7/30/18
T14691242 6_51 7/3-0/1-8
21—- T14691243 C1 7/30/18
22 TI 4691244 CJ 1 7/30/18
23 T1 46§12-4-- 5-
24 T14691246 EJ5 7/30/18
25 T14691247 HJ5 7/30/18
The truss drawing(s) referenced above have been prepared by MiTek
USA, Inc. under my direct supervision based on the parameters
provided by Tibbetts Lumber Company -Palm Bay.
Truss Design Engineer's Name: Velez, Joaquin
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 ANSIfTPI 1, These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were
given to MiTek. Any project specific information included is for MiTek'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 ANSIITPI 1, Chapter 2.
UIN V
No 681r8, 4
XZ
P STATEISTA 6F
A,
0,
N A li- '--
1111#111001*
Joaquin Velez PE No,68182
MiTek USA, Inc, FL Gert 6634
6904 Parke East Blvd, Taatpa FL 33610
Date:
July 30,2018
Velez, Joaquin 1 of I
506298 At
I ype
Roof Special
aly 1318 Williams
T14691223
Job Reference (optional)
Tibbetts Lumber Company, Palm Bay, FL - 32905, 8,220 s May 24 2018 MiTek Industries, Inc. Mot) Jul 30 07:46:43 2018 Page I
ID:3UcvfeRGi5GI6wRw4WAOezz2kDG-FIPIOortitvGY27,-vpYCk5al)x'?FRN3vTWjxyLicOysxbA
1741)
I 0_0 70-0 "A 0 4.4t, 6 10-1" 020
3X4 ---
Plate
Offset$ (X,Y).- 2 0-0- 1 0,Edgel, [4:0-3-0,0-3-0], (1 1.0 LOADING (
psf) SPACING- 2 0 0 TGLL
200 Plato Gnp DOL 1,25 TCDL
7,0 Lumbar DOL 1 25 6GLL
0,0 Rep Stress incYES BCDL 10.
0 Code FBC201 'ITPI2014 LUMBER- ItOP
CHORD
2x4 SP NO,2 ROT CHORD
2x4 SP No-2 WEBS 2X4
SP NO,2 'Exoepl 8-9:
2X6 SP No,2 REACTIONS. (Ibisize)
9=1261/08-0,2=1317/0-8-0 Max Holz
2_164(i,G 11) Max Uplift
9, 346(L(-' 12), 2=-392([.C 121 Soo 12
4x4 -- 5
11
10
SX6 4xG
17 00
17-2,6 8 7 58 0 12-0
CST- DEFL,
fit Udefl L/ld PLATES GRIP T C,
092 Verl(LL) 0 17 11-12 >999 360 Vi 20 244/190 13C 093
Verl(CT) 038 13 16 >999 240 WB 0.
6_1 Horz(CT) 010 t;k Iva n/a Mat I
ix - M's WInd(I-L) 0,18 11-12 >999 240 Wei( hl 186 1b FT , 2V,% BRACING- R-
41 (,
HORD Structural wood sheali)ing duectlyapplled or 2-6-0 oc, punin', except end
verticals, and 2-0-0 oc puitins (2-2-0 max.): 7-8 60T (>10RD
Rigid ceiling directly applied or 2-2-0 oc bracing FORCES, (rb) -
Max G.oinp /Max Ten - All forces 250 (1b) or less except when shown. TC)p
CHORD 2-3=-26721888, 3-4--2483/852, 4-5= 1707/6723 5-6=-1-70,e/r574, 6- 7=-22081-,82, 7-8-
230&784, 8-9=-1 191,'490 BOT CHORD
2-13=-876/2428, 12-13z=-7101199i, 11-12=-675119,89, 10 1 1=-80at2353 WEBS 3-
13-330/225, 4-13=-100/530, 4-12=-645/303, 6-1 1,-KV350, 7 11 -,
430/1 53, 7 10894/419, 8-10=-623/2451, 5-12=-283/466 NOTES- 1) Unbalanced
root
live loads have been considered for this design 2) Wind, ASCE
110, Vull- 139niph (3-sec ond grivt) Vasd=108o-tph TC,DL--4,2psI, BGD!_-_-6 Opll h-_-IfAt, B=451134ft, eave=41t, Cat, H; Exp C, End , Wpt0.
181 MWFRS (di iecrnnal) and G-C Exlenoi(2) -1,0-0 to 2-5-3, Intenor(l) 2 5-3 to 17-2-0, Exterior(2) 17-2-0 to 20 7-3, inleltor(l) 20
7-3 to 34 1-4 zone, Cantilever 10 and r3ght exposed;C-C for ii-tennbers tind fortes & MWFRS for reactions shown, Lurt-iber DOI-1,60
plate gnp DOL ,-_1,60 3) Provideadequate. drainage to plovGnt water
pondfirig. 4) This Iniss har-, been designed
for a 10,0 pst bottom chord live load norlt cr content with ally oilier live loads 5) " This truss has been designed
for a live load of 20.Ops# on the bollorn chord In all areas whole a ieclangie 3-6-0 tall by 2-0-0 wide will fit between the bollom chord
nand any olt)ei, members. 6) Provide mechanical Gonnedion (by others)
of mass to bearing plate oapable of o0hslandtIng 346Ib uplill at foint 9 and 392 1b uplift at joint 2- 7) GiaphrGal pudin representation does
not depict
the size or the orientation of the purlin along the, top and/or bottom chord. Dltj I I III I I fit".
xN (j)rR A, c No 68182
S CIF" UJ-
a.
N.
a
PE' go,
68182 MIT,* USA,
Into-
R,
G0
6634 69N Parke
East Olvd, Tan"Im R, 33610
Date July 30,2018 WARNING - V.6fir, design
par~
015 and READ
NOTES ON THIS AND INCLUDED Ili REFERANCIF PAGE M11,7473 rev, 10/0JV2015 BEFORE USE. ARE i'X , 'i"R, v liv 11 "1
u,t:<. l it V Will, Nil i* r'o, It it, , ior' 1 it, I it y 1 j I A f,.=t(i 4 v'wt 1, n k 't V t l; IrA it ; ti t , M , li; 't ; if t NOR MiTek' I, ohmly' wq'io, i Pr sl"Hilly,
l "
f I, "Qt4 sta With I it art, tril.11y, i;,l I'T"I ;ty'ion, lq" 1n1 ij,t"'Iol <jkjt' 1'1)< J'Fdlnrj It., r)(0 )Illqt' I'flivoty ssie.. II('I' to,
I t"'), III'l of -,,ANN/TPf1 QuafflyCirlloda, OSO-69 and 8C$f80#dkV companont 6904 Parke Last bNd safollyinfolmatilaftiv,011A" it"m lots, 11 its. In011ut,t,
218 N. Snil, 31I. Aktx,Ht,111l, VA??3)4 TaItpa FL 33610
b TRiss Truss Type Qty Ply OSE Const. Group 111318 Williams Ave.
I
T 14691224
6298 AiA Roof special 1
Job Reference (optional)
Tibbetts Lumber Company, Palm Bay, FL 12905, 8,220 s May 24 2018 mi-rok Industries, Inc. Mon Jul 30 07:46:44 2018 Page 1
ID:3UcvteRG15Gl6wRw4WAOezz2kDG-Jvz7b7sPoCOPgjD6NFjzdoM95emZc,)NOtxhiR8iysxb9
17-0,0 1710 22 8-0 22'. 1 00 28t-4 0 o4-4-0 0
007--0 4,8 0 5-4-0 0-4-0 F40 0 o 0 6-0..0 Scale = 1 61
6 500 12 4x4
3x4 -- 64, --
3X8 ,
5X6 -
5X6 -- 3X6 Plate Offsets (
X,
Y) LOADING (psf) I
CLL 20,
0 TGUL 7 (11
6C LL 0,
0 RCDL too 900
0 57.
20 228-0 22112 284 0 3440 900 0 ....540
0,12 6 k; 0 2 0 0-
04 0-0- 1
0,Edgej, [4 01-3-0,0-3-01, [11 0-3-0,0-3-0j, [I 30-3-0,Edgej LUMBER - TOP GHORD 2x4
SP
N(I,2 BOT CHORD 2x4 SP
No,,2 WEBS 2x4 SP No,
2 SPACING- 2-0-0
Plate Grip DOL, 1,
25 Lumber DOL 1.25
Rep Stress If1er YES
Code, FBC2017/TP12014 CSL
DEFL, n (too)
pd(di L/d PLATES GRIP TG 070 Vert(Lr)
0,18 11-112 >999 360 M-1-20 244,190 BC 1) 93 Ved(
GI-) 0,38 13-16 >999 240 WB (), 6 1 r
I of I (t_-, I 1 010 9 11/a n/a Matrix -MASS Wind(LQ
0,16 11-12 >999 240 Weight 183 It', FT = 20% BRACING - TOP Structural wood
sheathing
directly applied or 2-6-0 oc, pullin,"', except end vetlicals, and
2-0-0 o(:; punins, (2-11-2 max.) 7-8, 130FGHORD Rigid ceiling dt;
octly applied or 2-2-0 oc btactng, REACTIONS. (rb/stze) 9-
1264/0-8-0,2=1321010-8-0 Max Herz 2-- 1
69(LC 11) Max Uplift 9=346(
LC 12), 2- 394(C 12) FORCES, f1b) - Max, Comp./
Max,'Tern. - All forces 250 (ib) or less except when shown. TOP CHORD 2-3=-
268Oi892,3-4=-2491,'856,4-5=-17141676,5-6= 17181680,6-7-2241f85, 7-8-2390/605, 8-
9=1203/479 BOT CHORD 2-13=864i2435,
12-13--69W2000, 11-12=-671/2012, 10-11 =-829/2443 WEBS 3-13a'-329/224,
4-13=-10(o)530, 7 10=-937/431,i3 10853/2557, 4 12=-6461304, 11=-17611-74,5-12=-292/
979 NOTES- 1) Unbalanced toof hve loads
have
been considered lot this design 2) Wind ASCE 7- 10, Vur=
1 39mph (3 se,00fld C;USt) Vasd=l 08mph, TGDA-4 2psf, BCDL=6 Dp,I' h= 15ft, B=45ftl L=,ielft: Car it ' Exp G, End., GGpi=0.
18; MWFRS GC, and -Exlenol(2) -1-0 0 to2-5-3, Inteno;(1) 2-5-3 to 17 241, Exlenor(2) 17-2-0 to 20-7-3, Intefroi(l) 20-73
to 34-2-4 zone canldevef left and tight members and forces & MWFRS ftor terf0tons shownt Lumber DOL = 1 60 plate, grip
D611,6n 3) Ptovide adeqUate drainage to prevent water ponding,
4) This tress has tieer, designed for a
10,0 psf boltorrr chord live load nonconcu i rent with any Other live loads 5) ' This truss has been designed lor a
live load of 20 Opsr off the bottonn O)or<j in all wGas where a rectangir, 3-6-0 tall by 2-0-0 wide, will fit between The bonomc,,hord and any
other Qiel-;Aoers, 6) Ptovide mechanical Connection (by others) 01 truss
to bearIng plate capabie of withstanding 346 its uplifl at jorilt 9 and 394 lb UjAlt at it tilt 2, 7) 0i'aphK-,al PLI111F)
lepteSeVitation does not
depict the size or the oneniation of the purfin along tire top andlor bottom dioid. Itit,11 I I I flit"" No 68182
STA' JivaquinVolez PF No68182 Mi'lek
U11,A,
Im,
FL Gott 6634 6904
Pirlat East Blvd Tampa FL 33610 Nile July
30,2018 Ai WARNING, Veritydestgn parameters and
READ
NOTES ON THIS
AND INCLUDED AfrrEK REFERANCE PAGE UH-7473 w, f"3,2015 BEFORE USE qj't l<'f u"' 4,ly wit"t
rin- L4 j-"Kri, 1, tits,.:., 1 'I'iV iai ";t u q_; 'I; i, 1, a V itivf' J".il ir o oI"I , 'mj , ;.,fit, i, 'i A',a'jn"l it, q"" 4 j'4"' It
Afr "I' I, 'I ".ry ti'<*q '+ it,, thi, 'A'*V ti'l, H- 'vor, Ir A41al-I, 11 ilail I Ioly ald r lfn If -'
II t II41 l iek I-t ' If— I')1rV'j1' t i, t, kii,,ji-I
I 1-,Am$
VmfI Quaffycmedd, DS649 and OCS(Ruldilrig Companont 004 Parke Cast Wd Tampa. FL 33610
Job Truss Truss Typo aty Ply USE Const, GIOUP 111316 Williams Ave,
F 14691226
506298 A2 Root Special I I
Jot) Reetence (optional)
Tibbetts LUMbe.1 Company, Palm Bay, FL - 32905, 6,220 s May 24 2018 MiTek Ind(istiris, Inc, Mon Jr_;1 30 07:46:45 2018 Page I
ID:3UcvfeRC,15Gl6wRw4WAOezz2kDC,-o6XVf)TIIBWWGItolxzFCA'?LOC27QXr)NpAFR qHySxb8
1510-0 19-4-0 25-5 8 32-5-8 34 4-0
8-0-0 7-0-0 44-0 6-1-8 70-0 1-10-8
Scale = I of -4
4X8
S.CX}'',.-124x6
4 19 20 5
2118
5?(6 5xC
6 2x4
22
rt 17
2x4 3X8 6X8
4,4
80-0 15-0-0 194-0 25-5-8 34 4 0
8-0-0 7-0-0 4 4.0 6 8 10-8
Plalo, Offsets (X,Y) - 3:0-3-0,0-3-01,[4:0-5-4,0-2-01,[7:0 3-0,0-2-4],[10:0-2-8,Edgel, 12:0-3 0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CS1. DEFL, In kics MIMI Lid PLATES GRIP
I GLL 20,0 Plate Grip DOL 1.25 1 G 0,75 V e, r t (, L L) -0,17 9-10 >999 360 M1,20 244/190
TCDL 7O I -Limber DOL 125 BC 0,89 Vert(CT) -0,36 9-10 >999 240 B
G L L 00 Rep stross, Inca YLS WR 0,86 Horz(CT) 010 9 rVa n1a, B G
1) L 1001 Code FBC2017/TP12014 Malnx-MS Winc!(L.L) 0 18 13-16 >999 240 Wei( tit 190, ib FT = 20',,, I LUMBER- BRACING -
TOP CHORD
2x4 SP No,,) *Fx(,,epl' TC-JP CHORD Sluc.turoi wood sMearhi rig directly applied or 2-2-0 oc puilms, 6-7:
2x4 SP SS except end verticals, and 2-0-0 oc piirlirrs (3 10-12 ilicsx,): 4-5, 6-7 BOT CHORD
2x4 SP No,2 13,01 GHORD Rigid (:, iling directly applied or 5 11-2 oc ptacing. WEBS 2x4
SP No,2 'Except' 8-9:
2x6 SP No 2 REACTIONS, (lb/
size) Max Hci
z 2--148(L,C 12) FORCES, (lb) -
Max. Gonip,/Mlax, Ten, - All forces 250 (lb) or Iess, except w1hen shown, TOPCHORD 2-
1--2674/942, 3-4=-19281774,4-5-16961771, 5-6-18931775, 6-7= 22 14/859 BOT CHORD 2-
13-928/2408, 12-13=-930/2404, 11 12=4326/1701, 10-11= 818/2234, 9-10=-2351550 WEBS 3 13=
01327, 3-12=-8021338, 4-12=-76/468, 5-11=-101/437, 6-11-----644/251, 6-17371422, NOTES-
1) Unbalanced root
rlve,
loads have, been considered for this clesign 2) Wind: ASGE 7-
101 Vull= 139rnph (3-second gura) Vasd- 108mph, TCDL_4,2psf, 3GDL=6,0psI1 h=1 51t, 134511: L-,-3411, eave--4tl, Cat, Iti,1111111til" H: Exp C EnclEncl.,GGpi_.
0,18 MWFP,,-- (difectional) and G-C Exleooi(2) -1-0-0 to 2-5-3, lnleflor(l) 2-5-3 to 15-0-0, Fxlenoi(2) 15-0-0 10, 3 I (I18-5-3, Itiletior(l) 18 5.3 to 19-4-0, Exletior(2) 19-4-0 to 22 9 3, lnterK?4(1) 22-9-3 Is) 32-5-8, Exlerior(2) 32-5 8 it 34-1-4 zone: c- exposed -C for r, ws and
forces -,& MWFPS for ,1a01041S ShOWo: LUrriber D01-1 60 PL-it, 9fIP Cantilever left and rightI, d :C nemL DOL=1,60 V 3) Provide
adequate drabs age, to
plevent water ponding 1 4) 'This truss has been designed
for ,1 10 0 par bottom crioid [we Joao nonconcurrent with any N 6882 olher [we, loads, 5) ,
This truss ties
beer: designed for
a live load of 20 Opst on the bottoni chord III all areas Where a :eGtang;e 31-6-0 fall by 2-0-0 wide will lit hietweeri the bollarn chtstd and
any other rnie-mbers, 6) Provide niechanical connection (by other's)
of truss to beanng plate, Capable of withslanding 347 lb uplift at loml 9 and 391 lb uplift at csint 2, 11_,-TAti-" 0 F-- 1441
40 7) Graphical PUrlin fs,PreS0ntk1b0n does
notdepictthe, size or the wienlation of the purlin sAong the top and/or bottom chord- D s 0 Jctaqwv Uriz PE r4o,9182
MiT& USA,
Inc, FL Ceti 6634 6904
Pafxf, East Nvd Tampa FL 3
Q10 0 Dailfr July 30,2018 WARNING, Verify doeigrzIrl...
tseand
READ NOTES ON
THIS AND INCLUDED UITENREFERANCE PAGE A411.7473,sv. 101012015 BEFORE USE. 1 o' i in ,ail i -, Aliy 'ilh
ttno, r'i, ir ii, io,ltln I, i, ,w, i nsy "j, i i I is ril 't1r",,iv ,'I, " x i i, 1't al I; I ;, 11 1 xM, lin,I'Ir r f, r YMom I ll'n0ow (lo" it I, t
AM, lir j do'-4,ji,ol -111Y III(, III 4, )t 4MY, .(, so"4,;h 1 11, 11111+w, ll I 4 I ,iiy in, oil 'I il" It ti, rokjr, tnl, , it " - eloll Idl t'krr, 11r,3 rjo*zsis,Its, s,
ff,I olo I t" 1" 1: rl, ah"s "t it" rlvi hrl Inw, WO, it, V"i , h-F, Imomt ,f, Iliv A, I, liliol i, 11 1, 1"[ ".,),y gr I r -("I iliont I+ r ino MiTek, r it Aitty ItV3 I" it, ""th Ix mote
I, I oi ,Foo,11. lit %I the il ltqt<,, 'Ilon. Q-I, 10i"'e, Y, ,4,"
ti-to jnt I t+), it "'i "I it, i'll - in- I lit rsl Y%I,'ins. "I'AAM/711"It Quaffly Ctfoda, OSS-49 and #C$1 Mdftg Component 6904 Parke East Bets Safety thformatilon, i", At, it 4, fl-l" lit
r" H r10 IF"fle rlr 2II,N 1, Mr- 1, ', sik, 3 1 X /14, •x ir, irI, ', A 123 14 33610
Job Truss Truss Type Qtv Ply BSI: Const Group fl 1318 Williams Ave
1-14691226
506298 A2A Roof Special 1 1
Job Reference (optrorral)
Tibbetts Lumber Company, Palm Bay, FL - 32905, 8,220 s May 24 2018 MiTek Industries, Inc. Mori All 30 07:46 46 2018 PaFfe, I
ID:3LlcvfeR(,',15G16wRw4WAOezz2kDG,G15tOptigyqe7vI NUVgniRiDRUsSTfGDaYPuBYDjysxb7
1-0.0 8-0-0 15-0-0 19-4-0 26-4-0 304-0 34-4-0
1-0-6 80-0 70.0 4-4-0 7-0-0 4-0-0 4-0-0
Scale = 1 630 4
5 lio -iT
4x8
46
44
2x4 5X6 - 3x8 -- 5x6 --- SX6 -- 3X(3
80-0 15-0-0 19-4 0 2(-4-0 30-4 0 34 4 0
080- 4-4-0 7-0-0 4 0-0 4-0-
Plate Offsets (X.Y)-- 1,3 0-3-0,0-3 01, [4il)-5-4,0-2-01, [11 0-3 010-3-01, [1 3W-3-0,0-3-01
LOADING (psf) SPACING- 2-0-0 CS1, DEFL, In (10 c) Wier L/d PLATES GRIP
F C, L L 200 Plate Gtip DOL 1,25 1C 075 VeO(LI-) 0,17 12-13 ,999 360, MT20 244/190
TCDL 7,0 Lombtxt DOL 1.25 BC 089 Vott((,T) 0.36 11-12 >999 240
B(-,LL 0,01 Rep Stress rncr YES WB 0,8151 Holz(CT) 011 9 Iva Iva
BCIX 100 Code FBC2017/TP12014 Matrix MS 0 ;8 14-17 >999 240 weight 184 Ib FT = 2V,,
LUMBER- BRACING-
T10F CHORD, 2x4 SP No 2 TOP CHORD Structural wood shearhing directly applied or 2-2-0 oc puthn',
BOT CHORD 2x4 SP No.2 except end verticals, and 2-0-0 oc pudins (3-7-13 max ) 4-5, 7-8
WEBS 2x4 SP No.2 *Except' 30T CHOPIF) Rigid ceiling directly applied or 6-1-3 oc bracing.
8-9 2x6 SP No,2
REACTIONS, 9126110-8-0,2---1317108-0 Max
Holz 2=1 57(LG 11) Max
Oplift 9=-343(1-G 12), 2=-395(11C 12) FORCES, (
11)) - r0ax Como /Max Ton, - At forces 250 (1b) or less, except when shown TOP
CHORD 2-3=-26751934, 3-4-,---1927/7C.6,4-5=-17051764, 5 6-7-2536/913, 7,
8=-2350/832, 8-9-1200/476 BOT
CHORD 2-14- 676/2409, 13 14=-878,12404, 12-13= 51,6,16,99, 11 -12=-822/2323, 10-11- 86Ui2440 WEBS
3-13=-604/337, 4-13=-84/445, 5-12= 831441, 6-12=-702/304, 6-1 1=0/301, 7-
10=-1055/429, 8 10=-886/2521 NOTES-
1)
Unbararr-,ed roof kve loads have been considered for this ,design. 2.
1 Wind, AS(,',E 7-10; Vulrw139rrlph (3-serond gus!) Vasd=108mph, T0DL=4,2psI1 BGDL=6,0psf, 1i-154t, B=451t, L=341t, eave--41t; Cat, 11;
Exp C, Encl., GGpi.O 18 ' MWFRS and G-(, E)0,enF)f(2) -1-0-0 to 2-5-3, Interko5- i(l) 2-3 Io 15-0-0, Exlenot(2) 15-0-0to 18-5-
3, Interrot(l) 18-5 3 lo 19-4 0, Extpnor(2) 14-4-0 hi, 22 9 3, lntenoi(l) 22-9-3 to 34-1 4 zone, canINFver left and Fight exposed C-G
for numbers and forces & NEW FRS lor ieacllons shown, LLFrnbE( DOI-=.I 60plate grip DOI-I 60 3) Provide
adequate drainage to prevent water poncVng, 4) This
truss has been designed fret a 10,0 pal bottom Owrd live load nonconclitrent Wilh any (AhOr llve 10adS 5) ' This
truss has been de,sigrred far a live ,cad of 20.0pst on tht. borlom, choid in all areas where leklangle. 3-6-0 fail by2-0-0 wide will fit
between the boboni chord and any othK men-ibers 6) Pikoviderkiechaniaal
connecl4on (fpq Others) of truss to, bearing plate capable of withstanding 343 ib uplill or pint 9 and 395 ib uplJl at joint 2,
7) Graphical
purlin representation does riot depict the size or the oilo.ntation of the purlin along the top and/or bottom chord j1p 4et
Q E
1\
1 No 68,
182 STA"I"
I"OF .:144J 0 R
F, 810 Joaqvin
Viariz
PE No,68182 MiTek USA,
Im, FL CeFt 0,534 6q04Parke
East B14 larnp, FL 33610 pate: July
30,
2018 WARNING - Wily
d0w9n Parameter and READ NOTES ON THIS AND th(C1,1JOED WTEK REFERANCE PAGE W7473,ale, 1010312015 BEFORE USE, v lit '
i f,4w" "nly "ith Miioc,, : t-1, ital 1, t'l%- ! F"Fy UJI 1; f,14 F!II kil,jl . ..... r,, )F, Fr I F, ,;i €(Atnt Gt,t, C,fl o Ilk
Ill'y"I""l NA-w th" tAAl1rl1(l,k`W;I "I (Ilk Ill", '; I IV Q-Ifj 41, A Alr/ "t 4Kjl I ['IF, wlj j-1 K sty 11" I -l' )I, ! thi, IF, vllIt,, krkp" 14 3' fyri-
l1od is I- If"ve'I I ..MiT II-w'nr, K)':
I ek' 8(111`. of- ll-
1
on,l H, Irmes, g,, I .,-,AAFSMII QuaWyColtaida, D$8-09 andOCSIBuXiiing Component 6liO4 Parke EFIS1 Blvd sailletykiliformimlion Al 114,e IF,
xl lrl, Ill, kl,, Institute. ?III N Twrpa FL 31610
Job
1 ,06298 A3
Truss
Root Special
1316 mmarns Ave,
T14691227
1-umber Company, Palm Bay, FL - 32905,
1-00 8-0-0 13-0-0
1,0-6 8-0-0 15-0-0
4Y4
8,220 s May 24 2018 MtTek'lnrfustrie.S, Inc. Mon Jul 30 0 7:46:4 7 2018 Page 1
11)3UcvteRC,15Gj6wRw4WA6ezz2kDCi-kL)fFE9uij7tT) XBxh2NFqjFQ di soX? ill 0dYw5I9ysxb6
17-20 21-4-0 23-5-8 30-5-8 34-4-0
4-2-0 4-2-0 2-1-8 7-0-0 3-10-8
3x4 -
4x4
Scale = 1 60A
14 13 -- 12 11 14
4x4
2X4 5x8 -- 6X8 300 3X6
8-0-0 il? 0-0 21 4 0 30-11-8 34 4-0
800 5-0-0 8 4 - 0 9-1-8 3 10-8
Plate Ottsets (X,yl-- [12,0-2-121Edge-1, I 30-2-12zO-3-01
LOADING (psi) SPACING- 2-0-0 CSL DEFL. in (loc) Udell Lid PLATES GRIP
TGLL 20O Plate Grip DOL 125 PC 0.86 Veilfl-Ll 0,21 12-13 >999 360 M-1 20 244/190 TCDL
70 Lumber DOL 1,25 BG 091 Verl(GT) 0,41, 12-13 >997 240, BOLL
0,0 Rep St!ess Inut YES VVB () 41 fjolz(G 1) 0,11 10 o1a n/,j RGDL
100 Cade FBC2017fTP12014 Matrix -MS Wind(I-1) 017 14-17 >999 240 wei(flt 1931b 1-T = 20'i2 LUMBER-
BRACING - I
OP CHORD 2x4 SP No 2 TOP CHORD stlucKiral Wood shoathing directly applied of 2-2-0 oo purlins, 1301
CHORD 2x4 SP No.2 except end verticals. and 2-0-0 0(; pUdInS, (14-1-3 rnax,): 4-6, 7-8, WEBS
2X4 SP No,2 'Except* 90T CHORD Rigid coiling directly applied or 5-9-12 oc bracing. 9-
10: 2x6 SP No,2 VVEBS Row at m idpt 7-11 REACTIONS. (
11,sore) 2=1317/0-80,10=1261/0-8-0 Max
HoFz 2-148((-G 12) Max
Uplift 2--391(LC 12), 10 347(!-C 121, FORCES. (
lb) - Max Cornp /Max, Ten, - All forces 250 (It)) Or less exr;ePf when shown FOP
CHORD 2 3=-26591989, 3-4=-2099/865, 4-5=-1873/840, 5-(- 1874t8 19, 6 7-2066/882, 7-
8-9691461. 8 9-1076/452, 9- 10=1 248/539 BOT
CHORD 2-14-----954P,393, 13-14=-9 54/2393, 12-13--7741f1970, 11 12806/20,30 WEBS 3-
14---0/267, 3-1 3-6311291, 4-13=- 171/593, 5-13= 286il 30, 5-12-,,--27B/1 36, 6-12=-
2431664, 7 12=-39IP276, 7 111---12l33i524, 9 11, 462/1230 NOTES- 1)
Unbarancexj (
ocil live loads have been considered for this decgn, 2) Wind
ASCE 7-10, Vuil=139tTiph (3 second gust) Vsisd=106mph, TGU,2psl; f3GDL=6,0psl, hl 511, R=45fl, L34ft, eavezttt; Gil, It Exp G,
Fn,O_ GCpi(),18 MWFR8 (diiectional) and C-C, Ex1emrw,.,2) -1-0-0 to 2 5-3, lnletior(l) 2.5 3 to 13-10-0, Exlefioi(2) 13-0-0 to 16-5-3,
lnlerior(l ; 16-5-3 to 21 4 0, Exterior(2) 21 4-0 to 23-5 8, fntetior(l) 23 5-8 lo,10 5-8. Extetl(a(2) 30-5-8 to 34-1-4 zones; cantilever tell and
right eposed,G-G for merobeFs and for(,es & MWFRS for react;oi-6 shrovil Lumber DOL-1,60 plate grip DOL,1,60
3) Provide adequale
drainage to prevent water ponding, 4) This Miss
has been deesignod for a 10,0 psi bottom Ghoid five toad nonconciment with any other ilve!oads 5) ' This truss
has been designed for alive load of 20 Opsf On the bottom chard ill all areas where a rectangle 3-6-0 tall by 2-0 0 wide will fit hetween
the boltorn chord and any other membeis, with BG(L == 10 Opsf, 6) Provide mecElarlical
connoe-Jen (by others) of truss, to beating plate capable of withstanding 391 Ib uplift at joint 2 and 347 lb uplift at Joint 10 7)
Graphical pridin,
representation does not depict the size 01 the orientation of the puTim along the top and/or bottom Chow, WARNING- V"Uy
do,.i9r, pammaters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE M11-7473re, 10103120198FFOREUSE t,l 144,11i,
rl inrjol %,'
ANSMIlf Quaigy Crftft
DSO-69 and SCSI Oultdirig Comp*nont I It I I
It ok S "\c, E
Js
No 68 182 S
1' ,4 T
E F Q, 0 o o
r-1 41
Joaquin Velez PE,
No,
66 1 (12 MiTe,* USA, tor;. FL
Coil 6634 6904 Parke, East Blvd.
T' armia FL 33610 Dalt,, July 30,2018
mil,
MiTek 004 Park.
East
Blvd
Ta.,Pir I'L
33610
Job Truss Truss Type City Ply 1381, Gonst, Group // 1318 VVilrarns Ave.
T 14691228
506298 HIP
etts (.umber Company
4x4 =
Palm Bay, FL - 32906, 8220 s May 24 2018 MiTek industries, Inc. Mon Jul 30 07:46:48 2018 Page 1
ID: 3LlcvfeRG15Gj6wRw4WAOezz2kDG-ChCeRVvwl,lRtit9i-Wtc5ovoeWo9(,=,8LkECFscgllicysxb5
8-0-0 13-0-0 17-2-0 21-4-0 26-4,0 34-4-0
8-0-0 50-0 4-2-0 4-2-0 5-00 8-010
2 X4
4x4 --
3x4
4x4 -
10 9
SY8 = 2x4
Scale = 1 59 2
4x4 -,
8-0-0 13-0-0 21-4 0 26-4-0 34-11-0
813-0 5-0-0 8-4-0 5-0-0 0
Pialr" Ottsets (X,Y)-- [10 0-2 12,0-3-41, [11:0-2-12,0-3-41
LOADING (psf) SPACING- 2-00 CSL DEFL, In (Ioc" VdOl Lid PLATES GRIP
TELL 200 Plate Grip DOL 1.25 1 G 089 Vef1(L_L) 0,23 10 11 >999 360 M-T20 244/190
TGDL 7,0 Lumber DOL 1 2 5 BC () 94 VeWCT) 0,49 10-11 ,847 240
B('LI_ 0,() Rep Stress irler YES wB 0.41 Horz(GT 0 12 8 tva ncl
BCD[- 100 Gode, FBC2017/T-PI2014 Mat[lx-MS wmd(LL) 019 9-1 "S >999 240 We'lght 168r) FT = 20'
LUMBER- BRACING -
TOP GHORD 2X4 SP No,2 TOP CHORD SIRicttilaf wood sheathing diier:tfy applied, except
BOT CHORD 2x4 SP No.2 2-0-0 0C, PUFlIn' (4-1-13 max.): 4-6
WEBS 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied ot 2-2-0 oc bricing
REACTIONS. (Ibisize) 8=1270/0-8-0,2,1325104-O
Max tiorz 27-15e(t_G 11)
Max Uplift 8=-344(1_0 12), 2=-399(LG 12)
FORCES, (lb) - Max, Gornp,/Max I en, - All forces 250 (1b) or le," except When shown.
I OP CHORD 2-3--2680/1041, 3-4=-21261899, 4-5-1896/873, 5-6-18971867, 6-7-_-2126/893,
7-8=2671/1038
BOT CHORD 2-12=-889/2412, 11-12-889/2412, 10-1 1 =-679/1993, 9-10,- 876/2419, 84-87612419
WEBS
0-10=-1951604, 7-101=-633/328, 7 9-0/258
NOTES-
1) Unbalat)ced iaof live Loads have been considered for this design,
2) Wind: ASGE 7-10; Vull-1 39mph (3-second gust) Vasd= I 08roph: TGDL-_4 2pst: BCDL=6 Qpsl, h,-, I 5r: B=451t, L--3411; eave=4fl, Cal,
It: Exp G, Encl_ GGpt=0, 16, MWFRS (diter;IRonai) and G-C Extend r(2) -1 -0-0 to 2-5-3, IntetioF (1) 2-5-3 to 13 0-0. Exterrot(2) to 0 to
17-10-4, lnlenlot(l) 17-10-4 to 21-4-0, Extenra(2) 21-4-0 to 26-4-0, Intenor(l) 26-4-01 to 34-4-0 zone ' cantilevet lell and right exposed
C,-C for men-lbers and forces & MWFRS lot reaolons shown, Lumber DOLE 60 plate grip D0L=I 60
3) provide adequate dratnaqe to poevenl water pc nding,
4) This truss has been designed for a I 0,o psi bottom chord live Load nonconcurrent with any other Ilvc loads.
5) ' Title, flues has been designed for a live load of 20 Opst of) lhe bottom chofd in all areas where a rectangle 3-6 0 tall by 2-0-0 wide
will fit between the bottom ohoidand any .ther rnombeis, ii,nih BGDL = 10,0psf.
6) Provide fnechanical connection (by others) of truss to bearing plate capable of wl"island"ig 344 11) uplift at faint 8 and 399 Ib uplift at
joint 2,
7) Gtaphical purlm reprksea3faticlrl does not depict the size of the otipt"tatron of the pkjoin along the top and./or boltoni Chord.
N
No 68182
cc
S TAT E' 0, F Z
19"s,
10 N A111111111
Joaquin Velez PF N0,68182
fa iTok USA, tm, K C0 66,14
6904 Parke Ewt Blvd, lamim) I'L 33610
site,
July 30,2018
A k WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED UITEK REFERANCE PAGE M11-7473 rev, 1010312015 BEFORE USE
to "oil 11, it; i,, .,r Ilv lit, Mik k r ,,, !Nk:.•!h K i t I j , Z1, V ir ,<;[ 4I I, . if I, i li, !It ,I i zM fifil "if htii! laA
Nil rl MiTek'
t oKv,
IV, wq III, ' fuel will, A, A it ij,,ly fivf J"14 in, I th, 1 k
x,Aion, ind 14, 1, inn "I hu-, of tiw-w&;i w,_-ANSVII011 Quality Cillieda, D$8-69 and 8,C$1 Suilldft Component 6'104 Parke East btvd Sateltylolioninaffaniv Aril*
hem lrte Meil,, 3I2 Noxofvftt,l, VA22314 TavrI)a Ft, 33610
Job I I us$
506298 A4
Tibbetts Lumbet Company
1.0-0 80-0
1 1-0-(; 8-0-0
Truss Type Oty Ply BSE Const. GFoup fl 1318 Williams Ave,
T14691229
HIP
Job Petwence (optional)
Palm Bay, FL 32905, 8,220 s May 24 2018 MiTek Industries, Inc, Mon Jut 30 07:46:49 2018 Page I
ID:3L3cvf(,43G15G)GwRw4WAoo,zz2kD(.I-gtrriOttwYFlOiniU59AoJ8Kr3ODtX2TctiO5,,PCp2ysxb4
11-0-0 t8-4-14 25-8-0 30-4-0 34-4-0
3-0-0 7-4-14 7-32 4-8-0 4-0-0
2x4 5X6 7-- 5)'6
Scale '-- 1 59 5
13 12 11 1 C, Ivi
3X4 --
2X4 5y6 -- 5X8 5XG 3X6 --
80-0
9-0-0
Plette Offsets (X,Y)-- (4:0-540-',
i 1-0 0 18-4 14 25-8-0
7-4-14 7-3-2
12,0-3-01, [7:0-3-0,0-2-4], [1 1:0-4.0,0-3 01, [12:0-3-OzO-3-01
34-4-0
k1k-1q 0
m
LOADING SPACING- 2 0-0 CSL DEFL, Udefl L/d PLATES GRIP
f CLL 20,0 Plate Gnp DOL 1,25 T G' 0,68 Verl(LQ 028 9-10 " 3 6, 1 240 MT20 244/1901
TGDL 70 Lumber DOL 125 RC (1,72 vert(cl') -0,27 13-16 >999 240
B(-'L[,, 0,0 incl YES WB () Ill Hor'-'(Cl) 0 3 10, lika n/a
B C D 1- 10,0 Gode FBG2017f-fP12014 M a I I I x - MS Weight: 1,82 lb FT = 201t
LUMBER- BRACING -
TOP GJ-10RD 2x4 SP No,2 TOP CHORD Stuwtulal wood sheathing (MoctlyM,lpfied of 3-4-9 (w, pullm,",
BOT GHORD 2X4 SP No,2 except end verticals, and 2-0-0 OG PL111111S (6-0-0 max.). 4-7-
WEBS 2x4 SP Na 2 BOT CHOI-ift) Rigid ceiling cilleoly applied or (5-0-0 0c bracing,
W E F) IS I Row at m0fpt 4-11
REACTIONS, (Iblsize) 2=863/0-8-0.
Max T i(,)Tz 2--, 1 46(L(,-, 12)
Max UphP 2=-261(LC 12), 10=-650(LC 12), 9=-244(1-0 10)
Max Giav 2-863(LC 211, 1)
FORCES. (1b) Max Gomp,/tvlax, Ten, - All torues 2So f1b) or less except when shown
TOP CHORD 2-3=-1485/551, 3-4-1113/483, 4-5----5KV264, 5-6=-5831264, 6 7--218/718
BOT CHORD 2-13-559/1324, 12 13=-559/1324, 11 12=-371/977, 10-11=709/306, 9-10=-261148
WEBS 3-12M-543/281, 4 12=l 541466, 4 1 1-465/24T 5-1 1=-438/325, 6 1 1=-556/1534,
63-10--1170/556, 7-10=-698/370, 7-9-159/437 NOTES -
IT
Unbalanced roof live loads have been considered for this design. 2)
Wina ASCE 7-10: VUT,139rnph (3-second gust) Vasd=108rnph, TCDL=4 2psf ' B(,Di-6,0rksf: 11=151t, B-45Q, L=34Q, CaVo411, ('at 11, Fxp
C ' End- Wpf=0,18 MWFRS ((Wectlonarl and (-',-G Extetm(2) -1 0-0 to 2-5-3, Inteitoi(l) 2-5-3 to 1 1-0-0, Extenckt(2) 11 0-0 to 15-10-
4, Inleiicg(l) 15-10-4 to 30-4-0, Exlerior(2) 30,4-0 to 34-2-4 zone, canWevei left slid nght exposed, poich nghl exposed,G.-C. for members
and forces & MWFRS for re actions shown Lumbei DOL=1,60 p4ile grip D1,11-1,60 3) Provide
adequale drainage toprevent water porlding 4) T
his truss has b(,en designed for a 10 0 pst bollorn chord live load nonconcurlenl with any othw live Icrads. 51 ' Thts
Nuss has been designed for a live load of 20 Opsf or,, the bottom (J)o(d in all areas where a rectangles 3-6-0 tali bV2-0 0 wide mil fit
between the bottom chord and any other mernberc 6) Refer
to girdei(s) for floss to I!uss connections 7) Provide
mechanical connr ,cyan (by afters,` of buss to bearing pWe capaNe of withstanding 261 !tk uplift at jun! 2, 6,50 1ll uplift at joint 10
and 244 IT) uplitt at joint 9 8) Graphical
puffin repiesentatron does not depict 11-ke size or the ollentalroll of the pullin along the top and/or b(Atorh chord. N ONO
aN
cr
68182 s IA'
l OF 4 J Z X' O'
N
A V- %sk Araquin
Velez
PENo,68182 Web USA,
inc, FL Grist 6634 A "940
5ParkeLast, Blvd, Tanva FL 331610 Dkitkt, July 30,
2018
WARNING Verify design
parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE MY-7473 rev. 1010312015 BEFORE USE ih Ili vclW
i ;"; )" , , 'nly "A it t Nij I, *k' itk" . l'n q;' K I'. I, ' f qjiy I,; "k I t , N, rk i' P I , S! I, V'n' In, i i 'k H lli li"l. 'A' *f'", '4 , " , tr' ton, tie
1" kau' q"' t'kAIfin qRksiql x f I Will It V "It'l 4i, ot ally -1, 1, j - aIor 'wrolIt K f I ,try it Ifil" i--4q1'11't- If- MiTek' l' Jlwo' I, xjOw, I
i"
t 't.:kI qjlty'llvi I" I wilt, [,"'ol I" I I I 4"t "0y -4)1w), I,, 1-t ' ...... t,flYaal t* ;-)')'*,j the n 1, lt' 1, , '". 't"T
1 li'non $ 14 fn<l 'r1,,AN$4flPIl QuaWyCdfakda, VS8-89artd#CXftu#dktgCafnpQn*nf 6904 Parka [am bl d af*ty111nfmm~rv,* A 4,, tv,
m iFm, Mir- hAilkil", 21t N VA12314 Tarkpn FL 33(310
Jot) Truss Truss Type City Ply BSE Const. Group // 1318 Williams Ave.
T14691230
506298 A4A Hip 1 1
Job Reference_(optional)__
Tibbetts Lumber Company, Palm Bay. FL - 32905, 8,220 s May 24 2018 MiTek Industries, Inc. Mon Jul 30 0746:50 2018 Page 1 ID:
3UcvteRGr5G j6wRw4WAOezz2kDG-83KOsBxAO28ZOegGkW(INt3c7c3pqCCKYKW91MUysxb3 8-
0-0 11.0-0 17-2-0 23-4-0 26-4-0 34-4-0 8-
0-0 3-0-0 6-2-0 6-20 3-0.0 8-0-0 Scale
I S9,2 5XG -
2x4
11
3X4
4x4
3x4
4x4 80-
0 172.0 26-4 O 34-4-0 8-
0-0 9-2 0 9-20 8-0-0 3-
0,0-2-41, [6i0-3-0,0-2-41, LOADING (
psf) TOLL
20,0 TCDL
7O BC,LL
00 BCDL 100 LUMBER -
TOP CHORD
2x4
SP No,2 BOOT CHORD 2x4
SP No,2 WEBS 2x4 SP
No2 SPACING- 2-0-
0 CSL DEFL. In (loc", Vdofl L/d Plate Gnp DOT.
1 25 TC 0,96 Veit(LL) 0,19 16 999 wo Lumber DOL 125
PC 0,94 Var!(CT) 0,43 10-11 950 240 Rol) Stress tnor
YES WB 0,17 Hoiz((,'U-) 012 6 11/a n/a Code FBC2017/TP12014
Malici-MS Wind(t-L) 0.20 9-14 999 240 REACTIONS. (lb/size;
8=1270/0-8-0, 2=132510-8-0 Max Horz 2=1 33(
1-C 11) Max Uplift 8---344(L(.,
12), 2=-399(LG 11 2) PLATES GRIP M-1-20
244/190
Weight: 160 11) FT = 20%
BRACING- TOPCHORD Structural wood sheathing
directly
applied, except 2-0-0 00 PLAIMS (3-
2-15 rnax.) 4 -6. BOT CHORD Rigid ceiling directly applied
or 2-2-0 cc bracmq FORCES. (1b) Max. Corrip./Max, Ten. -
All forces 250 gb) or less except when shown. TO CHORD 2-3=-2692/1045,
34-268011184, 4-5=-242611040, 5 6=-24261`1040, 6-7=-2688/1182, 7 8= 269811041 HOT CHORD 2-
1 1=-890/
2421, 10-11-72412049, 9-10=-70912051, 6-9-87612427 WEBS 3-11 =-38ac336, 4 1
1=-3041704, 4-10=-168i592, 5-10=-3814?294, 6-10.- 1601591, 6-9=-308/711, 7-9-=-
386/338 NOTES- 1) Untialanced roal live, loads
have
been considered lor this destcpn, 2) Wind ASCE 7-10, Vult=
1314ffiph (3-second quell Vasd=108mphl TCDL-4,2psf: 6GDt-6 Opsl; h=1 5fl&--4511, L=34111 eave=411, Cal fl, Exp C: EncL, GCpi=0,
18: MWFRS (difecliortai) and C-C Exleircr(2) -1-0-0 to 2-5-3, Inlerioi(l ' 12-5-3 to 11 -0-0, Exterior(2) 11 -0-0 to 15-10-4, Inlerrot(l) 15-
10-4 to 23-4-0, Exlevor(2) 23-4-0 to 28-2-4. inteifor(l) 28-2-4 to 34-4-0 zone,' canfliever left and tight exposed G-C for members and forces &
N4WFRS for reactions shown Lumber D(.)L=l 60 plate grip DOL-1 .60 3) F rovide adequate drainage to
prevent water ponding. 4) This truss has been designed
for a 10,0 psf bottom chord live load nonconcurrent with any (Aher live toads. 5) * This Ituss has been designed
for a live toad of 20,0pst on the bollon), GhoW in all areas where a ieotwigle 3-6-0 lalt hv 2-0-0 wide will tit between the bollom chord
and any other tnernbers, 6) Provide mechanical connection (by others)
of truss to bearing plate capable, of withstanding 344 In uplift at roml 8 and 399 In uplift at, joint 2. 7) Graphical purlin toptesentation
does hot
depict lhe size or the ohenlation of the purlin along the, top andtor bottom chotd. I N No 68182 S TA [
5'" 0
F d"
Ile " Joaqc4i Velez PE No,
68182
MiTsk
USA, Irv- FL C0 66,
14 6904 Parke East Rivd Tampa I'
L 33610 Date: Ally 30,2018 xll ik
WARNING-
Verify design parameters
and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev, 1010312015 BEFORE USE. It' Nil MiTek' h"z' oty
I k1"
Ar"'
j of ind Ifu% Quality C41oda, DSO-89 and 6C$1 OultdIV Carnpanont 6904 Parke East Blvd 000tyInformayon rv< Akjt*(Tom !miss ll'zI,
3 1?. Tampa FL 33610
Truss Type ()!y Ply BSE Const. Group /1 1318 Will(ams Ave
T14691231
506298 A5 Hip
Tibbetts Cumber Company, Pilrn BaV, FI- - 32905,
1-00 7-0-0 2-0-0
90-0
q-0-0
Plate Offsets (X,Y)-- [2 0-0- 1 OzEdUoj, [6;0-3-010-3-01
LOADING (pst) SPACING- 2-0 ()
T (: L L 200 Plate Gifip DOL I .2t,
TCDL 70 Lumber DOL 125
8GLL 10 Rep Stress Iltvr YES
BCDL 10'o Code F11C2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP No,2
BOT CHORD 2x4 Sis No,2
WEBS 2),4 SP No
14-8-7
5-8-7
Job RefFaence (optional)
8220 s May 24 2018 MiTek Industries, Inc. Men Jut 30 07:46,51 2018 Page 1
ID:3t,Jcvle,RG15C,l6wRw4WAOezz2kDC,-cG(iin3Xyc,riMGOOoFSMDLc,PC.8NNTBOxTjhYAtiJktxysxb2
20 115 25-8-0 32-4-0 34 4-0
5-4 11" 5-6-11 6-91-0 200
Scale = 1 59'5
3 x 4 -=
5X6 -- 2x4 SX6 2x4
iq '
X
20 C, I '
X X 7 X 21 22
X
8
II
3X10 -
in
17-4,14 25-8-0 34-4-0
8-4 14 83-2 8-80
Q,(t-2 41, [12 0-3-0,0-3-01
CS1, DEFL. in (loci vdefl L/d PLATES GRIP
1 G 0(34 VFt!I(1-Q 0 29 10-11 >v351 240 MT20 2441190
BC 0,79 Veit((, 1) 0,32 13- 1 Ct >951 240
W B 0 93 Horz((-',T) 004 11 Iva nla
matnx-MS Wetgrht 174 1b FT - 20°6
BRACING -
TOP CHORD Sir uo!knal wood sheathing directly appred or 3 1 Q-1 5 oc, pt Iffins,
except end verticals, and 2-0-0 (1(-, ptfrlirrs (5-0-0 max-): 4-8
BO f (,H(,IfQD Rlqol ceiling directly applied or 6-0-0 oc braoing
WEBS I Row at relcipt 6-11
REACTIONS. (Rdsize) 2=863/0-8-0, 11 -1 833/0-8-0, 1 0=- I 1211aleohamcil
Max Horz 2= 146(1-(,,, 12)
Max Uplift 2=,-261 (1-G 121, 11--649(1,-C 12), 10=-219{LC, 17)
FORCES. (Ib) Max, Comp./Max. 1-en. - All Forces 250 (lb) or less except when shown
TOP (-',HC1R6 2-3-1512/59(), 3-4---1311/533,4-5--1175/499,5-6=-754/253, 6 7-305/86,0,
7-8=305/PcI0
BOT CHORD e-13=-62211361, 12 13--397/1052, 11 12=-! 1 7/364
WEBS 3 13-345/285,4 13=106/378,7-11=-375i279,8-11=-895/439, 8 10-56/283,
5-127, 513V335, 6-12-1641695, 6-11-1466/555
NOTES-
1', Unbalanoed toof Ive loads tIaVeb&,e!-t (;011sidered for this design.
2) Wind ASGE 7 10: VriQ 139mph (3 second gust) Vasd=108mphl TCDLW4 2pst, BGDi-=l3- Ops'f: h,=154, B45n, L-3411, save=dift; Cat, 11;
Exp C Encl , GCpi_0,181 MWFRS (ditectictnal) and G-C Exte"oh2l -1-0-0 to 2-5-3, inlenot(l', 2-5-3 to 9 0-0, Extenoit(2) 9-0-0 to 13-
101-4, Intenct(l) 13-10-4 to 32-4 0, Exleriot(2) 32.4-0 to 34-2-4 zoryeanttlevw len and ilghl exposed, pofGh right exposecf;c-c for inembefsand
forces &,%,4WFRS tot i(-,tachons shown, Lumber DOL€ 1,60 plate, grip IDOL -1 60 3) Provideadequate
drafna( e ge, loprventwater ponding, 4) This
truss has bean designed fora, 110 0 PSI bollow criml live load non(:incurrentwitin any o;her live loads, 5) * Tt,,
is truss has been designed for a live load of 20,0P4I on the ho"orn chord if) all meal wheic, a fectangle 3-6-0 Fall by2-0-0 wide will fit between
the bonom chofdand any olhe[ 6) Refer to
igilder(s) for Itirss lo truss tonnecIons 7) Pfovide mechamcil
conneclion (by of truss to gearing plate cat:o0e or W01standing 261 Ib upfM at )olnl 2, 649 Ito upiill at joint I I
and 219 lb uplift or joint 10, 8) Graphical putlin
reptesentation does not depict the size of the orientation of the pudin along the top and/or bottom chord. Nt o 681
82 4 S TAT"
61"
0 F i 4, 'x, JklailiAl
Velez PF" '
No'681, 82 MM,* USA, Inc,
FL 00 6634 6904 Para? Last
Blvd, TIAmpa FL 33610 Date, July 30,
2018
WARNING - VesIty dIt,.
ign pm.VarIFF artd READ NOTES ON THIS AND INCLUDED AffTEK REFERANCE PAGE Ull-7473 reiv, 101/0,'P2015 BEFORE USEw. rval'ii, , 1,
4, ihi'*' '( lhit'rizF Ir t'Ao " III'l nit.'I ""nily
lh', 1-11too , 4; ,11 ql,[ lry V, 'Ar"f0l" t•kklfnq twil'joirru Itw, Iy
to, it Ill- I
F 'I 'IA OFIV In, I I- I 'I'Ivr al 'Ikir 'w Will, I, '"It t' 1 -1, q' )III 'jul V In, I prof -fly IF"' 't ",I, ; ,,I irl* 1, 2" w I, it If( 'cl In, M Re k' robw ult"n.
SIof $"imly(", uF,,
I I't, I, too of Itt"'los, it,, I him 1Y1,A4-'I11, y"I aliNX/Fli'll QUOINY Cir"da, D$049 and SCSt SUAW&V Comporwont 6904 Parks East Blvd saloty blicirmalflonw, Mot 4" it, 't,
tt'm' 11, it,r2119 N, [,I,, Nex, In. Ill I, VA l'1314 Tampa -EC 3M10
Job
506298 A5A M
Qty
Job Reference
1318 Williams Ave.
T 14691232
otts Lumber Company, Palm Bay, FL - 32905, 8220 s May 24 2018 Mi I ek Industries, Inc. Mon Jul 30 07:46:53 2018 Page 1
ID:3UcvfeRG15GI6wRw4WAOezz2kDG-ZeOXUCz3JzW7F6PqPeO4VhElikHiPPTz OUNOzpysxbO
7-0.0 9-0-0 14-6-8 19-9-8 25-4-0 27-4-0 34-4-0 35-4-0
1-0-0 7-0-0 2-0-0 5-6-8 5-3-0 5-6-8 2-0-0 7.0-0 1-00
4x4 -
3x4 3x4
4x4 --
13
12
11
4x4 -
3X8 -
5X6 ---.
3XB -
9-0-0 17-2-0 25-4 0
6.0,o 9.20 8-20
Plate Offsets (X,Y)-- 12:0-3-0,0-3-01
LOADING (par) SPACING- 2-0-0 CS1, DEFL. I (ioc,) l/deft L/d
TOLL 20,0 Plate Grip DOL 1,25 TC, 0,71 Vert(LL) 0,24 12 999 360
FGDL TO Lumber DOL 1.25 BG 0,95 VeW , CT) 0,46 11-12 903 240
BCLL 0,0 Rep Stress inter YES W8 0,57 H,-)tz(GT) 0.14 9 n/a nr(a
BGDL 100 Code FBC2017,f-TP12014 Matrix -MS Wind(L-L) 0.24 12 999 240
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP (-;HORD
BOT CHORD 2x4 SP No,2
WEBS 2x4 SP No.2
ROT CHORD
REACTIONS. (ib/slze) 2=1324/0-80, 9=1324/0-8-0
Max Hoi z 2=- 1 13(LC 10)
Max Uplift 2=-398(LC 12), 9=-398(LC 12)
FORCES. (lb) - Max. Corlip./Max, Ten All forces 250 (lb) or less except when Shown.
TOP CHORD 2-3=-2690/1093,3-4=-249311028,4-5----2285i964, 5 6=-287011158,6-7=-22B5/964,
7-8=-2493/1028,84-2690/1093
BOT CHORD 2-13=-409/2445, 12-13=-98512821, 11-12-98612821, 9-11 =-916/2445
WEBS 3-13=-3311281, 4-1,3=-294/824, 7-11=-294/824, 8 11=-332,/281, 5-13=-7391329,
6-11---739(329
Scale = 1:59,2
0
6
4x4
34 4-0
PLATES GRIP
MT20 2441190
Weight: 160 ib FT -_ 20%
Sill uclural wood sheathing directly applied or 2-5-12 oc purlins,
except
2-0-0 cic purlins max.): 4-7.
Rigid ceiling directly applied or 2-2-0 oc bracing,
NOTES-
1) Unbalanced foof live load,, have been considered for this design,
2) Wind: ASCE il-10: W61=139mph (3-second gust) Vasd=108rnph: TM-4.2pst ' BGDL=6.0psf ' h=15fl; B=45,r, L=34fl: eave=4fp Cat
11, Exp G, Encl.,GGpi=0.18. MWFRS (directronat) and C-C Exterior(2) -1-0-0 to 2-6-:3, lrdertoi(l) 2-5-3 to 9-0-0, Exlel-or(2) 9-0-0 to
13-10-4, Inlenra(l) 13-10-4 to 25-4-0. Fxlertcd(2) 25-4-0 to 30-2-4, lrdenor(l) 30-2-4 to 35-4-0 zorie; cantilever left and right exposed
C for mernbers, w)d forces & MWFRS for reactions shown: Lumber- DOL=i 60 plate grip DOL=1,60
3) Provide adequate drainage to prevent water ponding.
4) This truss has keen deigned for a 10,0 psf bottom chord live load nonconculient with any other live lgad s, 5) *
This truss has been designed for a live load of 20.0pst on the bottom chord in all areas whete a leolanqle 3-6-0 fall by 2-0-0 wide will
fit between the bonom choid and any outer members. 6)
Provide, mechanical connection (hyeffiefs) of truss to hearing plate capable of will-islanding,398 lb riplift at joint 2 and 398 11) uplift at joint
9. 7)
Graphical priflIn representation does not depict the size or the onerdation of the puilin along the top and/or bottom chord. yN
P-
PV, No
68182 T
TE OF R
0 % 0 '*
80 I
I doaquin
Veiez PpNciA8182 kili'
ll'alk USA, Inc, FL Gert 5634 6,
104 Parke East Blvd Tainfel FIL 33610 Datv
July
30,2018 WARNING-
Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MU-7473 rev. 1010312015 BEFORE USE. 4it ,
iw riff i IAH,lk," 1, 1 ;,, Ili, , lkniixr l, ", r", I niy r ij "I l l. 1;.nlovq 1, 1 ! t. i I n ; ki ir"i h1, A t , ;9* v i ;llj , 0, r i( 4 I
rRm uiw, lho hl aidinij 1,nkjnol 1w ist wally Ill'?, 111 4,44ilv "t 0,uqn ;rrd j it I fly in, "'ir - 'lokIN, +)",F)n Illi Ili,,00ll 0v r0nxj
lrvjk' I i, lo I Aw,,nt I u kling of irvdivki, ltll ill m w,ID ;n, V-, h, ', I I wenll 1% only. MiTek is OtWOYI,
i0tJOH'I r,r sfrttlftY on, I t'i ,Ill tI II wrltq 4e I 'lvrvll njuly *lnd I .1,j xllly l lrr tlr' Ira illon, si-
C, tutu, ii,Atoly, ('to lik's, or, I t,l(r rkl j - 4 flusvls irr, i In '%'s 1-,,AA13W1I Cw*W crillioda, ilii$8-09 and SCSI Butliding Component 6904 Parke EasI Blvd gatoty Information rv-
Olblo tram Irim fld- lnsfihil,a, ?Ill Ir too S11-4, Snits 3t?, Nollon N(r. VA 2314, Tampa, Ft. 33610
Trusss Truss Type oty Ply BSE Gonst. Group ht 1318 Wilkarns Ave,
T14691233
A6 Halt Hip I
Tibbetts Lumbet Company. Parm Bay, Ft- - 32905,
6-0-0 12-6-11
6-0-0 6-6-1 1
4Y,8 =
500 12
5X6 -
Job Rofeience (optional)
8,220 s May 24 2018 MiTak IndLISInOS, InG Mon Jul 30 07:46:53 2018 Page I
ID:3Uc.vteRG15Gj6wRw4VVAOe,zz2kDC,-ZoOXL)Gz3JzW7F6PqPeO4VflEjLiHvl,PTI 0UN0zpysxt:f0
19-1-5 25-80 29-10-4 34-40
6-6-11 6-6-11 4-2-4 4-5-12
Gx8 -
Scale = 1:59,5
5X6 --
3X4
2x4
3x4 - ';
x6 4x8 5x6 -- 6x8 -- 3K6 --
6010 12-6 11 19-1 5 25 8 0 34 4 0
6-0-0 6 G 11 6-6-11 G-6- 1 1
Plate Offsets (X,Y'l--
LOADING (psl) SPACING- 2-00 CSL DEFL, m, (o(,:l Vdefi l id PLATES GRIP
TOLL 20,0 Plate Grip (JCL 1,25 T, 0, 53 Ver!(LL' 0 13 11-1 999 360 Mi20 2441190
TCDL 7,0 Lumber DOL i 251 BC 0 C-9 Vert(CT) 0,25 11-12 999 240
BCLL 00 Rep Siteo, tncr YES W B 0,54 Hoiz(CT) 005 1 () Iva Ilia
BCDL 10,0 Code FBG2017r-1P12014 mattor-ms Wmd(LL) 0,13 11 12 99t9 240 Weighli 165 K) FT = 20%
LUMBER- BRACING -
TOP CHORD 2X4 SP No 2 TOP CHORD
BOT CHORD 2X4 SP No,2
WEBS 2x4 SP No 2 BOT CHORD
WEBS
REACTIONS. (Ib/size) 10=1844/0-8-0
Max Horn 2- 12 7(LG 12)
Max Uplift 9=- 128(LG 1), 2-=-270(LG 12), 1 0,=,06B-G 12)
Max G I av 9-64 (L G all. 2 -PG8,j- (--,' , 1), 1 0= 164 4 (L C 11
FORCES, (lb) - Max Comp,/Max Ten_ - All lorces 250 (11)) or less except when shown,
I OP CHORD 4w-18131709,4-518131709, 5-6=-510/1301, 6-7=-52311320 BOT
CHORD 2-13=62111457,12 13=-62711457, 11-12=-330/883,10-11----3301683,9-10=-494i147 WEBS
3-13=Ot264, 3 12=-13(1/382,4 12.-372/280, 5-12=-4081998, 5-10=2336/898, 6-10--,-317/
216, 7-10-977/459, 7 9=-164/609 Snucturai wood sheathing
directly appiled cr 4 1 -0 oc, pullins, exoept end verticals,
and 2-0-0 of, purling (3-8 13 max,) 3-8- Rigid coding dnocty
applied or 6-0-0 of, biaoing I Row at
midpt 5 10 NOTES- 1) Wind:
ASCE
7-10, Vull=139rnph ,3-secclndqusl) Vascl,,108mph, TC[A---4,2p,,I, BCDi-=60psl, h=15fl, L=34n ' cave -oft; Cal, ill Exp C:
EnGI , Gpi=0 18, MWFRS (directional) and C.-C, Exleriol(2) -1 0-0 to 2-5-3, Interior(l) 2-5-3 to 6-0-0, Exterior(2) 6-0-0 to 10-10-4,
Intonot(l) 10-10-4 li) 3.4-2-4 zoneCaNdevel Peft arld right exposed,C-G for mernbefs and forces & MWFRS for reactions, hown, Lumber DOL1,60
pfale cirlp D01-1 60 2) Provide adequate drainage to
ptevent water ponding 3) This truss has teen
designed too a 10,0 pot bottom chold five load nonconcunrent with any other fiveloads_ 4) ' This Kiss has been
desqned for a live load of 20 Opsf on the bottorn chord In ail areas where a reclarigie 3-6-0 tail by 2-0-0 wide w,ll fit between the,
bollorn chard and any olhw rnembtws 5) Refer to girder(s)
for tiuss to truss connectrons 6) Provide mechanical c.onnectton (
by others) ot russ If) beanngpiate oapable or withstanding 128 Ib upli" at join' 9, 270 ib Uplift at joint 2 and 506 ib
uplifr at joint 10, 7) Graphvar purlin reptesentattoll does
root depict the size or the or(eVatron or the Purim along the top and/or bottolo chord. wT No 68182 % 4 STAT1111
1
44e o
f-
1 9
0
N A frill wlt,%
Joaquin Vekm PE
No,68182
MiTclll,, 0M, Inc, FL (,rul
66N, 6904 PrIft East Blvd, Tarim
11L 33010 Dah, July 30,2018 WARNING-
Verify
design parameters and
READ NOTES ON THIS AND INCLUDED UrrEKREFERANCE PAGE MY-7473 rev, 101MOISSEFORE USE, iri I-; - 'IAywlffltvii;,Ax nn-
it I iyoj, ,)j I ll !M"fN7,"t t, rfrii0o; gikfil'Ai, ;,A I, & III ,i-mi" II,I i(!,*;n MiTek if,oify-lo' "'
Illit-1 rr
t if 'ilrh, on'i I"I "w"ril Witt , f- ,A I" j,"Tf"nol jul. it y it, I tqct v I ty I"r . I, n- It It, IITvj Itxx I, lt,li( . lw f, , 'j,
1, At J,r;Y, •;- 6, >,, Ill, It to 1, Ino "I till -son, i tats w,,,AA(X/jPjI Quaft Cdtoda, OSS-09 and RCS Bu#dAV Companont 6904 Vwk. East Bl,d Tampa VL '13610
A6A
truss hype Ave.
T14691234
Cw'npany, Palm Bay, FL
Flip
32905,
1-0-0 7-0-0 12-1-14 17-2-(
1-04 7-0-0 5-1-14 5-0.2
4x8 ,
r, no i
2,4
Job Reference (optional)_
8,220 s May 24 2018 MiTek Industries„ Ine Mon Jul 30 07:46 55 2018 Page 1
ICJ:30cvfeRG15Gj6wRw4WA0ezz2kDG-Vt811vt17JrbnrUPZDW3OYa6J 14YvtQ6MTosWliysxb_
22-2-2 27-4-0 34 4-0 35-4-0
5-0-2 5 t 14 7-0-0 1-0-0
5x8 -. 2x4 „'.... 4x6 =-=
Scale = 1.59.2
14 13 12 11 1n
4x4 ---
2x4 5x8 -- 2x4 ... Sx8 --_ 2x4
4x4
7 0-0 12 1-14 17-2-0 22 2-2 27-4 0 34 4-e
70{i 5114 G_.. 0-2 r i 14 t C0
Plate Offsets (X.YS (3 0 5 4,0-2-Qj [S 0 4 0, -3 Oj._[t -5-4 0-2 01 (t, 13 0 4-0,0 3-0] _
LOADING (psf) SPACING- 2-0,-0, CS], DEFL. in roc) (,/dOl ;_/d PLATES GRiP
TOLL 20,0 Plate Chip DOL 1,25 1 G 0-90 Vert(LL) -0-33 12 >999 360 M1 20 2441190
TCDL 7.0 Lunijagr € OL_ 1,25 BIC 10.83 Verf(CT) -0,62 11-12 >663 240
BELL 0.0 Ron SfrQSS inter YES WB 0,27 Hoiz((-',T) 0-15 8 }n/a ar°a
BCDL 10.0 Code FBG201 ,, PI2014 Matrix MS Wind(LL) 0-33 12 =999 240 Weight: 160 ib r T = 20°b
LUMBER- BRACING -
TOP CHORD 2x4 SP Na.2 TOP CHORD Struotwal wood sheathing direct(y atplied, ex:;epi
BOT CHORD 2x4 SP No.2 2-0-0 cC p,clrtinS (2-10-9 rnax.): 3-7-
WEBS 2x4 SP No-2 BOT CHORD Rigid ceiling directly applted or 5-2-4 oc bracing,
REACTIONS. (lb/size.) 2=132410-8.0, 8=1324/0-8-0 Max Horn
2=g0{LC 11) Max Uplift
2--398(1-f_ 12)- 3=-398(LG 12) FORCES, (Ib) -
Max. Gcamp.tMax. Ten_ - Ali fort.e s 250 (lb) or Iess € xcepl r halm sttowe?. TOP GHORD
2 3=-271411050, 3 4--3,39f `S 3€,1, <#-5=-3394(2 64, 5-6= 33921i 35>, 6 7=-3392i1355, 7-8=,
271411055 BOT (,,HARD
2-14=-856t2445, 13-14=-354/2453, 12-13=-129(v'3713, 11-12= 129613713, 10-11= 86512453, 8-10=-
86712445 WEBS 3-14-0/269.
3-13=-4320191, 4-13--2931218, 5-113--4141131, 5-11=-4151131, 6-11--2931218, 7-11-431/1158, 7-10=G.
f268 NOTES- unbalanced roof live loads have been considered for this
design
2) Wind. ASCE 7-10, Vull-- 139m h (3-second
gust) Vasd=108mp , TGDL 4 2psf; B(;DL=&0pasf b -151t B 45fl, ! =34It, eavc 4b, C'at- 1l; Exp C, End , CCpi=0,183 MW FRS (direr-
bonal) and C.-C Exltei?w(2) -1 h 0 to 2-5 '3 Interior(l) 2-5-3 it 7 G-0, Exlerior(2) 7-0-0 to 11 10 4, #rlterior(i) 11 10 4 to 27
4-0, Extenoi( ) 27 4 0 to 32 2-4, Interior(ll 322 4 to 3-5-4 0 zone, cantilever left 0nd right expoved G G for Members and loiccs & MW FRS for ieadrei > shown;
Lumber DAL=1-60 grate grip DOL-1,60 3) Provide adequate diamaele to prevent Wafer pondinrg. 4) 7iris buss
has been designed for a 10-0 psi
bottom t hot/ Live load non t ,rrre¢it with anyother ther live loads 5) " This truss has been designed for a liveload of 20
Gptsf On the nottorn Chord in all ., eas where a reclaayle 3-6,0 fall by 2-0-0 wide w it fit between the boborn chont and any other membet4 6)
Provide nlechanlca; c onrnedl(A) {try OhG'[S) 01' Inds', f0
bear ig ,mate capable of v q)sta}ndingg 398 IL uplift at;oinl 2 and 398 lb uplitt at joint 8. 7) Graphical purlin representation does not depict the we or
the onentatien
of the Purim along the tap and/or bottom choid- x@}iCZn I N, owltanVaitu Pf t7t,68132 h iR* USA, it .
Fri_ Cell
6634 6alt34
Pare Las' Givrl. la"'
aia f t. 33610 Dale: July 30,
2018 WARNWG Verity design parameters and READ NOTES ON
THIS
AND fNCLUOED MPTEK
REFERANCE PACE W 7473 rev. 1OV312015 BEFORE USE lik i 1 i F t =t il 14 i.vx1f A
t,t r„-:f i-rtin 4 l a.,,.;.: t iv ,it*"1, { it at rr'f`, "h, i 1, ,1 &i it ii i ri. II t utif ti, ? Y'i5( r a"t tttn vttic.in [#,(.y, tta , fhr rx»i {trx} k ugn i
itnr l a<:nt4 fhc tt t dig ut'aikty . ! <ic U}r t* mean }c i; .u,<f f v .{ *aky in< „t4 a rfi ttus k*u4u=in4 h< ,.catcall txdl.Ot, i ch*v4in ks:r:rcr{g tra dF rtica
I rs tr rw<wen(t+ackfin<7 ..f kkfrvidu• rl to t< <.rcxb to /lot ctxa<t rnvi atx tl til,a- hdd}It xt t4 term Yv xy <zn<I } rner<x uxnf hr x r€zct i% m a6wtys" } 11 . i [rat cl it ilily Ind l i i
1<snt 14 it > Witt, I",M 4,e } rxel irapn y.}n,i I v t'4ty tormxk` [,A gon'l' 11 tii;rdan, w n} itrss t(ttuk Motillcirx,}^. dc.lt.,.ry <xt<a, ti.,t, m•:f
k'v ir') -r Imlo` on, I rist ,k°alums, i;r:ANS(TFff QuafRy GlBio(b, OSS-69 and BGS18u6dAV Componvnf 6904 Parke East Bind- SatsfykdCfRlaKan-wall=throb,,,, hiitIII, 11'lnslilul' 2If kt k",SW"A 31? A!"
X,iivld z .(\221314, 7aarilm.FL 33610
City Ply BSE Const. Group // 1318 Williams Ave.
Hip
114691235
jot) Reference (optional)
Tibbetts Lumber Company, Palm Bay, FL 32905, it,220 s May 24 2018 MiTek Industries, Inc, Mon Jul 30 07:46 56 2018 Page 1
ID 3Uevfe.RG15Gj6wRw4WAOezz2kDG-zDhf7E?xL)(jvWZ7P4nixti6Ks9t-(iLIKCSVOISC4Y6ysxiz
8-0-0 13-10-11 19-95 25-8-0 33-4-0 34-4 0
1-0-0 8-0-0 5-10-11 5-10-11 5-10-11 7-8-0 1 0-0
3x4
4x8 -
2X4 4X8 - 5XG -
Scale = 1 59,5
2x4
5X6 -
13 12 11 10 9
oX6 - 3X8 - 4x8 --- 3A; --
8-0-0 13 10,11 Xi 4 0 34-4 0
8-00 5- i 1) 11 5 1111-11 5 10-111 0 1100
Plate Offsets (X,Y)-- 2 0- 1 - 10,Edqoj, C3 0-5-4.0-2-01, 6:0-3-0,0-3-41. [7'0-3-0),0-2 41, (11,0-3 0,0-3-01, [13,01, 3 0,0,3-01
LOADING (n,,f) SPACING- CS1, DEFL. in (Ioci Vdefl tid PLATES GRIP
T C I- L 20,0 prate Grip DOI- 1 T (,, 0,94 veft"Ltj 14 13-16 999 360 M-1 20 244/1901
TCDL 70 Lumber DO!- 1,25 BC, 078 030 6 1499 240
6CLL o 0 Rr-"P sile""s inct YES W B 0,36 llotz((' , t) 0.04 9 Iva n/a
BGDL 100 Code FRG2017ITF112014 Matrix-ms wmd(I-L) 0 16 13 16 999 240 Weight, 173 it) 1: 7, = 20ap LUMBER-
BRACING - TOP
CHORD 2X4 SP No,2 Tr s6 "I, I I C" R 1") BOT CHORD
2x4 SP No,2 WEBS 2X4
SP No,2 BOTG1H0PD VVEBS REACTIONS, (
Ib/
size) 2-88210-8-0, 10-1 75710-8-0 Max Horz
2,146(U." I,) Max Upli"
2=-270([-C 12), 10- 4,11,8(LG 12),9=-87(LC 21) Max GTav
2=882(L(,3 1 1, 1 O- I 757(LG 1), 9=40(LC 8) FORCES. (ib) -
Max Comp,/Max, fen Alt sort e,-,250 (R)j or less ex(;ept when shown, TOP CHORD
2-3=-3 `,241570,3 4-1337/,341, 4-5=-1337/541, 5-6=3051811, 6-7-305ii8l 1 BOT CHORD
2-13-57911338, 12-13, ',,7911338, 11 12--217iOol, 10-11=-217'601 VVEBS 3-
13=01309,4 12- 3471252, 5 12-- 348,848, 5-10=--162W627, 6-10,-,4131303, 7- 1
0=-901/388 applied, except
end verticals, and 2-0-
0 no purlins (4 9-1 Omax,): 3-7 Rigid calling
directly appfied of 6-0 0 oc bracing. I Row
at nildpl! S-10, 7-10 NOTES- 1)
Unbalanced
T00f life 10ilds have been cons'ldered for tho, design. 2) Wind
ASCE 1-10, Vull,139mph (3-second gust) Vasd=108mph, T,'-',DL=4,2psf1 BCf--)r=C3 Opf ' h- 1511, B=45Q; 1, eave=4ftl Cat - II Exin
Encl,, GCpI---O 18, MTV FRS (dire cr*nal) and G-C Exletior(2) -1-0-0 to 2-5-3, 2-5-3 it 8-0-0. Exterior(2) 8-0-0 to 12-10-
4, Intenot(l) 12-10-4 to 33-4-0, Exlenor(2)33-4-0 to 34 2,4 zone, cantilevet 101 and right exposed,C-G for members and tomes & MWFRS
for reactions shown: Lumber DOS 60 plate grip DOL--1,60 3) Prowle,
adequate, dialage to pre vent ponding, 4} This trus,;
has been designed for a 10,0 pot bettor Chord live load ncmcom,urrenl with any othei live ioads 5! * This mass
has been designed for a live load of 20 Opstr4l the bollwn creed a) alt attlas whole a test angle 3-6-0 tall by 2-0-01wide W01 fit between
the bo'ttom chord m'd any C"Ifler members 6l Refer to
girdoi(s) fear liuss to truss connections 7) Pyovide meGhanical
c.onnecfloo (by others) of truss to beanng piale capable of wiltislanding 210 Ib uplift at joint 2, 488 It,, uplift at joint 10 and 87
Ib uplift at joint 9, 8) Graphical pUrlin representation
does net dePIGI the Size or the orientation of the putlin along the top and/w bottom chord. twjj i N S
Nllo
68182 OF
ON
wacrum Veiez
PE
No,
68182 MiTeR USA, lnc- rL
Cod 6634 6,904 I'aft [
as', Mvd, Tamfol FL, 33610 Date, July 30,2018
WARNWG
VerIrydastqnparameters and READ
NOTES ON THIS ANVINCLUDED A11irrEK REFERANCE PAGE MO-7473 rev. I""0158IFFORE USE. u7"' th ,;h, io'4,
jrI,t 1"';lyq" g uii,,""h-'r , ;tI X IuA r'AiiTKI , h nlrfa Rd f+'ttItAkrt"i Myth" H'
I ilw'Iell'
oq'tnt"i--lt III w- 'of ' MmiTeik' I'll 4 , III, 'n, tit , 'v 11"
o
mi, I I "o"il r'! ^r Im-'s < In, I Iftly, syst,tw, %-,,ANSWj1 Quality Cffloda, OS8-89 and SCSI Suldli Componont 6904 Parke East 61vd TwTpa FL 3MM
506298 A7
buss I ype
Half Hip Gilder
1318 VVIIIIarnS Ave_
T14691236
Tibbetts Lumber Company, Palm Bay, Ft- - 32905, 8,220 -, May 24 2018 MiTek Industries, Inc Mon Jul 30 07A6:58 2016 Page 1
ID,3UcvfeRC315(,,j6wRw4WA0(,zz2kDG-vopOXwIB7W9()LtHoCB FCIxVVYb4dMj9f15Ad1ysxax
1_0_0 5-0-0 11 10-1 18-8-3 25-8-0 29-11-2 34-4-0
1-06 5-0-0 6-10-1 6-10-1 6-11-13 4-3-2 4 4-14
5 voo -_
6X8 -
S<uale = 1 59 S
46 6x12 MT20HS 2x4 5X8 = 2Y4
14
32 33 34 1 1 35 36 37 12 38 39 411) 41 11 42 43 10 44 43 '`
3x6
2x4
7X8 .
4xG --
8X12
7x8 - 4X4
5_00 11 110 1 18-8-3 2580 29-11 2 3414 0
5-0-0 C-10-1 6 11-13 4-3-2 4 4 14
Plate Otts0s(KY)--
LOADING (psi) SPACING- 2-0-0 CSI, DEFL, loc) 1/dell L Id PLATES GRIP
1 CILL, 200 Plate Grip DO L 1,25 T C 094 Vetth-L) 0,45 12-13 61`7 240 MT20 2441190
TGDL 7,0 Lumber DOL 1 25 6C 0,94 Vert(CT) 0,51 12-13 >603 240 MT20HS 1871143
B(-'LL 00 Rep Stiess. Incr NO WE, 0 94 Hot Z(CT) F, 0 8 "1 rita Wa LICIDL
10 Code FBC201 ?/I P12014 matox-MS Weight: 21, 5 11) FT ---, 20-6 LUMBER-
BRACING - TOP
CHORD 2x6 SP No,2 'Except" TOP CHORD Slfuetuial wood applied or 3-1-10 oc, priFlIns, 1-
3 2X4 SP 1\10.2 ex(,,ept end, verticals, and 2 0-0 a,-, purlins (3-0-5 max.): 3 8 BOT
CHORD 2x6 SP No,2 BOT CHORD Rigid Golfing directly applied or 4-6-5 oc Utacing, WEBS
2x4 SP No.2 WEBS I Row at midlal 4-12 2
Rows at 113 p1s tNi-I I REACTIONS, (
lblsize) 9-1494viecharacal, 2---1386/0-8 0, 11-_3063/0-8-0 Max
Holz 2=107(LC. 8) Max
Uplift 9=-152(L.C, 29), 2.-_--814(L(_', 8), 1 1=-1942(LC 8) Max
Gran 9=5C(LC 41, 2=1386(LG 1), 1 1=3063(LC 1) FORCES, (
1b) -Max. Comp./Max, Ten. -Ail forces 250 (lb) or less ex,_ef:,l when shomi. TOP
CHORD 2-3=-3163/1920, 3-4=-411 1P2532,4-5-_- 2187/1330, 5-6=-1503,2438, 6-7=-1503P2438 BOT CHORD
2-14=-! 799/2896, 13-14=-1 i8l/2863, 12-13= 2537/4115, 11 13,3012187, 10-1
1=-865/464, 9-10=-8651464 WEBS 3-
14 2541511, 6 1 1=-6471434, 7-11 = 1732/1144, 7-9=-5301976, 3-13--_ 782/1374, 4-12-
200511256, 5-12- 433/810, 5-11 =-4804/' 2942 NOTES- 1)
Onbaianced
foot live loads have boen considered lot this design 2) Wind
ASGE 7-101. VIM=139rnph (3-seccond quel) Vasd=1(\13mph TCDL=4,2psI, B(;[,1t vh=15fl 13=4511; L=3411; eave-411, Gat If: [--,xp
C, Emi_ GG.pj=0 18, MWFRS (directional), carflilever VI and fight exposed , porch fight exposed: Lumber DOL,=1,60 ploile, grip DOL=
1 60 3 o)
PrOVIdeidegUaIE,' dfai'lage 10 Prevent water pondmg 4) All
plates ate MI-20 Plate$ UNe$8 Olh(WS(' irldlcated 5) This
liuss, has, been designed foi a 10,0 psf bottom chotd live k-)ad nonconcutrent with any othoi live loads, 6) ' This
trUeS has been designed for a five load of 20 Opsl on the bodom chord in all areas whole a rectangle 3-6-0 fall by 2-0 0' w,,cfe will fit
between the bottom chord and any other members. 7) Refer
to gitdet(s) for Miss to truss cormecttons, 8) Provide
mechanical connection (by others,) of truss to boating plate capable of withstanding 152 Ib uplift at joint 9. 814 lb uplift at joint 2
and 1942 lb uplift at joint 11, 91 G'
Fa{)N(;u' loz!i_ opfe ong t;)p :v)o -,)r F 11,-,, f dD, Ifill
No 68
182 4, S "
ATE-\
OF X R
0
I,k
Joaquinoislez PENo,
68182 MiTek USA, Inc.,
FL Cort 6634 C9G4 Parke Eiat [
liviJ, Tarillm It. 33610 Dater July 30,
2018
A)le WARNING -
Verify design Parameters and REAR NOTES ON THIS AND iNCLUDEO UITEK REFERANCE PAGE U11-7473 rev 1"312015 BEFORE USE, I ,, tg lW
i l-; w::F 4y Wilt i Foli'tio t-0, 49" F,:oor, I, i , r, "I jF,1v arj 'ri 1, 4 A, wl";-4 >ol, 1 o, on k, ik i, ai, "'I t oCiiny mf , t-nl, F , 't ottli,,-YO(m
Nil' t "lit, filoot ,
1, lot;lo N, l'f[ r') it I, jk:, )to , j ir, f, F,won I I ,iii -I tri, llvs iu, it trim ,A, Iry b, F , f , (,J ill, 1,it rF f,ly A, kfill, 'r, it kimf W, I f slit w r e n It r F, 111, M[Tek I"• FN" T
s-ANSWIf QuaWyCffloda,
0$8.69and BCSttufdbgC*mponont 6904 Parke East bkid Tar,4,a FL
Sob Truss Truss Type Oty Ply BSE Const Croup /l 1318 Williams Ave.
T14691236
606298 A7 Half Hip Girder j 1 1
Job Reference (optional)_
Tibbetts Lumber Company, Palm Bay, FL - 32905, 6.220 s May 24 2018 MiTek Industries, Inc. Mon Jul 30 07:46:58 2018 Page 2
I D:3t lcvfeRU15Gl6wRw4 W AOezz2kDG-vcpQXw 1 B7 W 9QLtHoC B_ FCIxVtlYb4dMj9ni5Ad 1 ysxax
NOTES-
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 98 Ib down and 176lb up at 5-0-0, 61 Ib down and 99 lb up at 7-0-12,
fit lb down and 99 Ib up at 9-0-12, 61 Ib down and 99 Ib up at 11-0 12, 61 Ib down and 99 lb up at 13-0-12, 61 Ib down and 99 1b up at 15-0-12, 61 (b down and 99 lb up
at 17-0-12, 61 tb down and 99 Ib up at 19-0-12, 61 Ib down and 99 to up at 21-0-12, 61 Ib down and 99 Ib up at 23-0-12, 61 1b down and 99 Ib up at 25-0-12, 61 Ib down
and 99 Ib up at 27-0-12, 61 Ib down and 99 Ib up at 29.0-12, and 61 Ib down and 99 11) up at 31-0-12, and 61 fb down and 99 1t> up at 33-0-12 on top chord, and 210 Ib
down and 235 lb up at 5-0-0, 48 Ib down and 69 to up at 7-0-12, 48 lb down and 69 Ib up at 9-0-12, 48 Ib down and 69 lb up at 114 12, 48 1b down and 69 1b up at
13-0-12, 48Ib down and 69 Ib up at 15-0-12, 48 Ib down and 69 lb up at 17-0-12, 481b down and 691b up at 19-0-12, 48 Ito down and 69 lb up at 21-0-12, 48 Ib down
and 69 lb up at 23 0-12, 48 If,, down and 64 Ib up at 25-0-12, 48 In, down and 40 lb up at 27-0-12, 48 Ib down and 40 lb up at 29-0 12, and 48 1b down and 40 lb up at
31-0-12, and 48 lb down and 40 lb Lip at 33-0-12 on bottom chord. The designlseleetion of such connection deVIGe(S) is the responsiblifty of others.
11) in the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE($) Standard
1) Dead t Root Live (balanced): Lumber Increase=1.25, Plate Increase=125
Uniform Loads (plf)
Vert: 1-3— 54, 3-8.--54, 2-9=-20
Concentrated Loads (lb)
Vert: 3=-61(F) 14=-210(F) 17=-61(F) 18=-61(F) 19=-61(F) 20=-61(F) 22= 61(F) 23=-61(F) 24=-61(F) 25— 6'1(F) 26=-61(F) 27=-61(F) 28=-61(F) 29= 61(F)
31=-61 fl 32=-42(Fl 33=-42(F) 34=-42(F) 35=-42(F) 36=-42(F) 37=-42fF1 3&:-42(F) 39— 42(F) 40=-42(F) 41=-42(F) 42=-42(F) 43=-42(F) 44=-42(F) 45=-42(F)
Ak WARNING Verify design Parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE Mft 7473 rev. 10103F20tS BEFORE USE
x kj;iw. Efi ke 'r V f t ,tsi'(- I Is3 i..I n,.,, >,....1 t r"ll I 6 Hiwleir t> r -,,, i i -a:8 # ,11,4A rt I r„r tin ,t i
bust yslom lr'A'+ r> .a i. tix, ixht'lin l .levtgx.i tr,t.l ,exlly ttx o[pllr x3tNiijy,4 d. I'll' Im"t"f, and 1 r r ,,iy irr utixa.tk> It,r, _S-Mtn IN, Ihe> ,'serail t
xafldir'ut <k sic7o t,rca,O ln,llc case f t t > ptev< of tit ;kltrv} < t in ii=,tdtk tE h tvs , m #(i hF ul mcKn!>etti only Ad<flUvn,It lemrKa xry and t >rFrr inert hi,x stL} u
it ass u. l'AwJdlx sl,tk,tlttY,nai11. <..di,q'/a With l."Wl#>lx.rs"Y)l Injury,II'd ptoi xmdy' Vilw)I I of yetn, r.>I aui, iis> e ntgratdtt'o itw i,
Inty ration zt aidea. d0i,,.rY, caiecii,>t it, I I vi nq, 'l It im,sczrul ltum lyaFeNns. iaeANSWIl QuawChUda, 0$849and BCS1BUBdfngCompanont Satotyi0 tormattanav
Ar'll da kom Thus 111 lte InsOtule. 21 F, Dt I < , tr .t . -rtla J l?, Nex an ftta 12:t1 d. i $ +k'
6904 Parka
East Blvd. Tampa. FL
33610
Job
506298
I
Lumber
500 12
Truss Truss Type oty Ply BSE Gonst, Group // 1318 Williams Ave.
T 14691237
A7A Hip Gilder
Job Reference (optional)
mpany, Palm Bay, FL - 32905, 8220 s May 24 2018 MiTek Industries, Inc. Mori Jul 30 07:47:00 2018 Page I
ID:3UcvfeRG15Gl6wRw4WAOezz2kDG-s?xAyo3Sf7P8bBRBJcQIHAOus5J?YYlod4aHhvy,,;xav
5-0-0 li.1-0 17-2-0 23-3-0 29-4-0 34-4.0 35-4-0
5-0-0 (1-1.0 6-1.0 6-1-0 6-1-0 5-0-0 1-0-0
Scale = 1:592
1002 MT20HS -
4Y4 - 8xl 2 MT20HS - 4x4 -
10x12 MT20HS -- 14
31
32 13
3-
11 34 12
35
36 11
37
38 10
3XID
2x4
802 MT20HS - 4X8 - 8x12
MT20HS - 1X4
300
0-
0 11 1-0 17.2-0 23-3-0 29-4-0 34-4-0 50-
0 6.1-0 6-1 -0 61- 1 0 151-1.0 5-0-0 Plate
Offsets (KY) -- LOADING (
pst) SPACING- 2-0-0 CS1, DEFL, In 1,x", Ildeti Ltd PLATES GRIP TOLL
20O Plate Gilt) DOL 1,25 r G 0.65 Ven(, LL) 1,07 12 384 240 MT20 244/190 TGOL 7,
0 Lumber DOL 1,25 PC 063 verl(GT) 1,21 1 '? 340 240 MT20HS 1871143 BGLL 10,
0 Rep Stress Incr NO WB 0,86 Horz(CT) 0,17 8 Wa n/a BGDL 100
ode FBC2017(TP12014 Matrix -MS Weight, 204 1[) FT LUMBER- BRACING - TOP
CHO' ED
2x4 SP No.2 'Except* TOP GHORD 3-5,5-
7: 2x6 SP DSS BOT CHORD 2x6
SP DSS BOO CHORD WEBS 2x4 SP
No2 WEBS REACTIONS. (IL/size)
2=2111/0-8-0,8=215410-80 Max Horz 2=-
68(LC 23) Max Uplift 2-
1248(LC 8), 8=-1285(LC 8) FORCES. (lb)- Max
Comp,/Max. lien. All forces 250(10)orless except when shown TOP CHORD 2-3=-
508213070, 3-4=-8202/5027, 4-5=-945'4/5786, 5-6=-945915786, 6-7-825815074, 7-8=-5194/3163
BOT CHORD 2-14=
275314666,13-14=-2733/4Ci32,12-13=-4966/8273, 11 12=-5011/8328, 10-11--2820/4735,
8-10=-2839/4769 WEBS 3-14=-270/
508,7-IOz-268,'507,3-13=-2309/3830,4-13=-101E;1649,4-12=-749/1276, 5-12--495/337,
6-12=-701(1210,6-11=-9961635,7-1122671377,i Structural wood sheathing dir(,ctfyapplied
ot 2-2-9oopullins, axcepl 2-0-0 oc puilins (2-
6-5 max.): 3-7- Rigid coiling directly applied or 3-
9-10 oc, bracing. I Row at micipt 3-13,
7-11 NOTES- 1) Unbalanced toot iive, loads
have
been considered for this design. eave-4fl;Cid, C, fl: Exp ,
End_ GCpi=0,
18, MWFRS (dneclionat), cantilever left and tight exposed, Lumber DOL=1.60 plate grip D6L=160 3) Provide adequate drainage to prevent water
ponding. 4) All plates are MT20 plates unless
otherwise indicated. 5) This truss has been designed for
a 10 0 pst botlorn chofd live load none oncoliefil will any other live loads, 6) ' This buss has been designed for
a live load of 20.0psf on the botlort-, chord in ail area, where it sect angle 3-6-0 fall by 2-0-0 wde will fit between the bottom chord and
any other members 7) Provide mechanical connection (by others) of
ttus,,-, to bearing plate capable of withstanding 1248 lb upidt at oirl! 2 and 12R5 In uplM at joint 8. 8) Graphical putfin representation
does not depict
the size or the orientation of the puffin along the lop andlor bottom chord. 9) Hanger(s) or other connection devicc(
s) shift be provided sufficient to SUPP011 concentrated load(s) 25 lb down and 72 lb Lip at 61 lb dowf arid ,99 1L, ip
al 7,0- 12, 6 It, at d 99 It al a , 12, 61 lb d, an and 99 lb :q 0- 1 e 1 ib d t o',,lif a, 99 lb Lip at13-0-12, 61
Ib down and 99 In Lip at 15-0 12, 61 lb down and 99 11h LIP at 17-0-12, 61 ib down and 99 It) up at 19-3-4, 61 lb down and 99 lb Lip at 21-
3-4, 61 In down and 99 lb tip at 23-3-4, 61 lb down and 99 lb kip at 25-3-4, and 61 lb down and 99 lb Lip at 27-3-4, and 98 lbdown and
1761bLipat 29-4-0on top chord, and 2101bdown and 2351b up at 5-0-0,4611bdown and 691bup at 7-0-12, 48 lb down and 69 lb
Lip at 9-0-12, 48 In down and 69 In Lip at 11 -0- 12, 48 Ito down and 69 Ib tip at 13- 0-12, 48 In down and 691bupat 15-0-12,481todown and 691blipat 17-0-
12,481bdown and 691bulpat 19-3-4,481bdown and 691bupal 21-3-4, 48lbdown and 69Ibupat 23-3-4,481bdown and 69ibutpat 25.3-4,rind
481bdawn and 691bupat 27-3-4,and 210lbdown and 235ibLipat 293-4onbottom chord. The design/selection of such connection device.($) is the responsibility of others. 10)
In the LOAD CASES) section, loads applied to the tact, of the truss are noted as front (
F) or back (B), N- No 68182 Sri F 0% 0 R 0 NJ A Joaquin VeleIz DE No.68182 MiTek W'
A
tile. FL
U6634
6904
Parke
East Blvd,
Tampa FL 33610
Date: July30,2018 WARNING - Verify
design parametersand READ NOTES ON THISAND
INCLUDED M17EK REFERANCE PAGE Mfl-7473 rev.
1010312015
BEFORE USE.
in all'' tho ovolor Nil We k is AW, 'Y' loquilo, I r, ,i st rr i0ty it "i I"
l'i"willIt,N < Witt
1 1 "
s"dio I rtIv,full ifilti;v, in, I I'l, ll ,:Vly lom, ty f,daf, 'olv'n, 1A, I, it l r of (Itl"ws ind tlms 'YJllw-, stlIlANSVIrli'll QUQW Ciftrild, D$B-
89 and SCSI #u#dkV Componont 6904 Parke East PIvd safoty floin lm,s Ill It,, h"Iflut'l, 218 N, I-) Slr-I, Ssnk, 312 iq,:x- in, 1iI,rVA:l?:
1I4, Tampa Ft. 33610
Job Truss Truss Type C£y My t35L Uonst. Uroup 11 1:S1N MINIMS AVe-
T14691237
506298 A7A Hip Girder 1 1
Job Reference, (optional)
Tibbetts Lurnher Company. Palm Bay, FL - 32905, _ 8,220 s May 24 2018 MiTek industnes lne Mon Jul 30 07 4fi00 2018 Page 2
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LOAD CASE(S) Standard
1) Bead I, Hoof Lire (balanced): Lumber Increase=1,25, Plate increase=125
Uniform loads (pit)
Vert: 1-3=-54, 3-7=-54, 7-9=-54, 2-8=-20
Concentrated Loads (Ib)
Vert: 7=461(B) 13=-42(B) 14- 210(B) 10= 210(B) 4=-61(13) 12= 42(B) 5=-61(B) 6=-61(B) 11 =-42(B) 20=-61(B) 21=-61(B) 22=-61(B) 24 =-61(B) 25= 61(B) 27 61j-13)
28=-61(B) 29--61(B) 31=-42(B) 32=-42(B) 33=-42(B) 34=-42(B) 35=-42(B) 36=-42(B) 37=-42(B) 38=-42(B)
Aik WARNING Vertfp design Parameters and READ NOTES ON THIS AND fNCLUDEO UtTEK REFERANCE PAGE Mff, 7473 eev 1010312015 BEFORE USE
t )f t a .:,its 4Stt „Aa ts— ui— xt+ilulit uudi r> rry n,rt .z l
tfm"
SYusloto & h AtertiItI:giii iin,F, ia,Wn:2ir , Iwl't voFify the 44dt ttAV; <,f et 1<tt F ti=:r x*t,*I,,rf .i tK {a.dy i„ r[ oIto It it Mtnin 11x •vrr. tlt tAkiltm,je*jt,
Wa010 indt' It, I1,,Iv ,nit,uckifriclofin•I'vi.$,A1,uv--t— it,W's <J,i f t-1,,t)(iiy A<4,liti n,11t<,nntr+ktl- an15 tlam.ltx:nt t'f, ilic# '.., M tlw cps
E 3uUr<i tot tth}IitY tiit4 t F i van( 14 r{ ,e w ttti tk,yulde ( iti nul inj Its, otr F txot Y lY F r[n<gtw k n ia n<-t, tit}uti x t .r, ua}«r SirKf ttte f, tt ei<
attcxi at n.a{fca. ek fivc tv. crc=, tl<y xud tit a.i yi 't ttv4sm, In I hi r,AN$t/ppfi QuaRty Ctfufa, RS049 and SCSI SufdAW Componont 6904 Parka Ease 141vd. WOW ftwormauwKrv,*11
A" It, llmm Pi, it,)hstittde.218N I,a<-r,' N—,ginIli,1 .fl<,?314, Tw pa.FL 33610
crA
j truss IRISS type
81 Hip Glider
Lumber Company, Palm Bay, Ft 32905,
1.p..p 5-0..0
1..0..0 5-0-0
6x6
3
5,00 12 .
3x4 _-
T14691238
Jab Heter ence (optorta!}_
8,220 s May 24 2018 MfTek Industries, Inc Mon Jul 30 07.4101 2018 Page 1
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7-4-0 12-4-0
2-4-0 5..p..o
2x4
4
6
3x4
Scale = 1 22-0
3x4 -
5.p.0 7-4 ,; 12-4-0
0 i}...... 2 4-0500 5-0-0
Plate Offsets_(X,Y)- 13 0 3-( 0-2 93
LOADING (psf) SPACING- 2-G-0 CSI_ DEFL. n (Ioc) Vdlefi Ud PLATES GRIP
TELL 20,0 Plate Grip DOL 1, 2 .. T Cl C 33 Vert(r: L) 0-07 6 0 >999 240 MI20 '2441190
TCDL 70 Lumbw DOL 1,25 6C 0,50 Vrttt(GT) -0-07 G- 0 >999 240
E3(-,LL 0 0 Rep Strwss Ifici NO WB 0.07 Horl(C:.T) CO2 5 nta nia
RGDL 10,0 Code F BG.' OI TPI2c14 Matrix -MS Wt, sty at: 52 1b F - 20°a
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 "Except" TOP C:HC7RD Strticrwai wood sheathing directly applied or 4-6-3 or t r;lms', except
3-4, 2x6 SP No.2 2-0-0 oc pur ms (6-0-0 max,). 3-4,
BOT CHORD 2x4 SP N=c.2 BOT CHORD Rigid ceiling directly applied or 6-1-4 oc brackig
WEBS 2x4 SP No 2
REACTIONS. (Ibtsize) 5=726f0-8-0, 2=784t0-8-0
Max Horz 2=59(LG 7)
Max uplift 5=-504(L0 e), 2,_< 562(L(, 8)
FORCES. (lb) - Max- C.omp;Max- Ten - All forces 250 (it)) or less except When showi)-
TOP CHORD 2-3=-145711016, 3-4=-130319Ei4, 4-5--1466t1025 BOB CHORD 2-7=-88611314,
6-7=-87111294, 5-£i=-895/1324 WEBS 3-7=-215/31E, 4-6=.-21Lar322
NOTES- 1) Unbalanced €oof live loads have been
constdered
tot this design 2) W(rad: ASCE 7-10 Vult=1
39aoph ( second gush Veasd=l mp+; .r CDL=4.2psf, B :DL-6-0pst, `r1tSf!; 13- 45r!; L=24ft, eat, zlft; Cal, II, Exp C; End,, GClp?=O 16, M1WF
RS (dlrectionat), (,'anti#ever felt and nght exposed, porch left raxpnsed, Lumber DOk=1 60 plate 9;pDOL.= 1,60 tX 1F#1off,r
7g 3) Provide adequate dramael£ 1 piee ent waterfaondng4) This truss has been designed lot ! 10.
i p9 bottom c chord live,n1 to d nooncritrent with anycarer live, loadsr'"y; . > {, '°-. , 5) ' This truss has been desictned for a live
load of 20 ttpst nr the bottorn chord in all areas where a rec3angle 3-6-0 tall by 2 0-0 wide y F' wait fit between the bottom chord a ad any
Battierr members- 6) Provide rneehanical connection (by tattlers) of truss to
beating plate capable of withstanding 504 Ib uplin at joint `and 562 Ib uplitt at No 68182 joint 2. bohom F 9 7) Graphical purim iepresenta6an
does root
depict the sizeortheorientationoftheepudinalongthetopand/or chord- 8) Hangei(si or other connection dewce(a) shall
be provided suflrcier)i to s£iI)POil concentrated load(s) fill lb down} and 173 10 tip at 5-0-0, and 98 1tr dawn anci 173 (
t)art) at 7-4-0 on top chexd, and 210 fb down} and 235 in tip of 5-0.0, and 21 O 1b down arad 235 1b tip at 73-4 on bottom chord. The designlsOection of
such connection device($) is the respooslbil0y of others- S 9) In the LOAD GASES) section, loads applied to
the lace of the truss are noted as front (F) of back (B)- y r LOADCASE(S) Standards w 1) Dead + Roof Live (
balanced);
Lu£riber Inuease=1.
25, Plate Increase=1.25 e A Uniform Loads (pli) F Vert. 1-3=
54, 3-4- 54, 41- -54,
B-11--2G Concentrated Loads (lb) Joaquin Vales: PENo,68182 Vert: 3=
61(F) 4= 61 fl 7=-210(
1) f=.-21 rJ(F} Bissell [,SA, inc. rL Ct>d 6634 0 691,14 par ke East ft€vtt. Tar
iiaaFL33010Date - July 30,2018 tMARNWO Vanity design paramefem end
READ
NOTES ON THIS
AND hYCLUOED MPTEK REFERANCE PAGE MlP 7473 rev. 1"312015 6EFORE USE a Rrfr vzl 1 r <; :xd 1 t hNla: £: •
a,r sc,.-;i r iu, k: it ri G„ <.,<-. ; r t .:,,, ,r ,< t<:r , us # G , :;r ! ;. ti ,:sr it r,e ar i rr rl :.I o hunt sY km" Ek h i*r us !
Ix* txa11 iurlr i,°u4Fnr r mu,i vo 0h, ttx' • 1444r it Ally 4 de utrn I'riurtt I "r na:P till irus#n 9n( Its ,. ea•:.til Welk'. t writ ifte} ckiu«n IA r:,hrg
ln, lk rite• f n Erg (v<avenl t+icklin<} F £ IruitUkiu• fl to rss +. ccr, <an, Una cYx r 4 tv<nil x=rs nrty- !:<#=ir@• n• xi Fetx t w,r.nY nrd 6 K r,n=.rr t=N r,s,Y' )r1 4 kl t avti r 1uU< 1 to£ *I }
Mt ty an 1 £ K rr ti'emt If.3 se! w l4tr £ .=`,`at dra r rti r sI h fury m f Keoi +=rtv Sarxxr£r<< f < i trezrae t•ai guiian,: r n7• rrcSir K7 Itx; aK.it. thou, tit r n)u. <fr u.
r£y, e•ier< u<=r . r # tv i in<r ,r tru.us n 1, t trr QuatXy Ctiftrkr, D36-04 and SCSI Su9d&y Component 69e4 Parks E ssi 6rvd. a(efy htfptmaflPre 7+r<tib l dc•h<
xn lititslNate lr s@triFs;. 21H t3 E«, Sire<r. aitea3i? N<x arx7rb r, `h 223i4- TanX,aFL 3361ti,
Jot) bussLIS", buss I ype
50 6298 B2 Roof Special
Tibbotts Lumber Company. Palm Bay, FL - 32905,
1-00 6-2-0
1 0-0 6-2-0
500 12
am
Qly Ply BSE Const. Group fl 1318
T14691239
Job Refeience (optimal)
8220 s May 24 2018 MiTek Industnes, Inc, Mon Jill 30 07:47:02 2018 Paged
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10-0-0 12-4-0
3-10-0 2-4-0
4x6 -
I
Scale - 1 22 7
13
20
4x4
3X4
X4
6-2 0
LOADING (last) SPACING- 2-0-01 CSI, DEFL. in 10,-,) lklefl L/d PLATES GRIP
T ("I L L 200 Plate Gop DOL 1 , 2''-) TC, 1) 1i vprl(Ll3 0 05 7-10 999 360 M-1-20 244/190
T(,IJL 7,0 Lumber DOL 1,25 13C, 0,39 veqt(01 0 09 7-10 999 240
BCLL 00 Rep Stress incr YES W13 0 06 HorzICTI, 001 5 nol n/a BG,
DL 10 () Gode (BC.2017fi-P12014 matrix -MS VVlntJ(LL) 0 12 7 K) 999 240 Weight: 48 In F I = 20% LUMBER-
BRACING - TOP
GHORD 20 SP No,2 I OP CHORD BOT
2x4 SP No.2 WEBS
2X4 SP No.2 BOT GHORD REACTIONS. (
lb/size) 5=45210-8-0,2,50WO-60 Max
Herz 2=71(1-0 12) Max
Uplift 5=-30Q(LG 12), 2=349(LC 12) FORCES, (
lb) - Max Cornp /Max -revn, - Ali forces 250 (lb) or less except when shown. TOP
CHORD 2-36961920, 3-4,-652/924, 4-5---6531819 BOT CHORD
2-7=-8521595, 5-7=-846/596 WETS 3
7=-399/259 Structural wood
shealhing directly applied or 6 0-0 oc pudins, except end
verticals, and 2 (1-0 or', purlins (6-0-0 max.): 4-5, 4-6, Rigid ceiling
directly applied or 5 10-1, oc bracing. NOTES- 1)
Unbalance
J root live loads have been considered for this design 2) Wind
ASCE 7-10Vult=139mph (a -second gust) Vasd=108mph: TGDL=4,2psll BC()L-&Opstl h=15111 13,4511; 1.-24111 eave=411, Cal ll; Exp C,;
End_ GCpi=0,18, MWFRS (directional} and C-C Exlenor(2) 1-0-0 to 2-0-0, Interior(l) 2-0-0 lo, 6-2 0, Exlemor(2) 6-2-0 to 9-2-0,
inlirffioT(l) 9-2-0 to 12-2-4 Zone; cantilever left and right exposed, porch left exposed,C-G for rner-lbcms and fr-)Tces & MWFRS kv reactions shown,
Lumber DOL=l 60 plate grip DOL=,l 60 3) Prevideadequate dfainage
to prevent avatar ponding. 4) This liuss has
beer, designed lot a 10 0 lost bottom chord hve ioad r t alu to ae al with any other live loads 5) * This truss has
been designed for a live load of 20,0psf on the bonorn chord m all areas whete a tort angle, 3-6 0 tall bV2-0-0 wide will pl between the
bottom chord and arly other rnembers. 6) Provide med,cfnical
connedton iby others) of buss lo, bearing plate, capable of withstanding 300 1b upMl at joinl 5 and 349 lb uplift at joint 2 7) Giaphwal
purlin representapm
does not dtq);d the, size or the menlalioll of tire, pthm along the top a d/lorr bottom chord IIN N o, 68182
T-
Oil 0 F
kN1. C) ONA Joaquln
Veiu
K
No,
6,3182 Mllak USA, Inc. FL
Coil 6634 6,904 Parke East
Mvd, Tamoa FL 33610 Dalti. July 30,2018
WARNWG -
VeHfy design parametin.
and READ MOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A01-7473 rev, 1"312015 BEFORE USE. i-1,si ii,
I lt m"Tlty "All, viik*on- L", 4,4i-*Rl ,, ijy Nn,t"l, ,I, ",,n, wl,i L, I, A; ii , , I, 't lim-y'k,in k+w
ow IJK l'uji(phrl 0-1,jn,f unto the, of 4.4rot 41ily-1 LI,e lilt, .L,,,Lrjn III(' th, Nil 14.1l(:q@iir,.ln,tta,ji
t,t4,"v t lt),kliri,i,,titi'lhvt ji iltiri,,i,'t, MiTek' I- I ....... F)IZ"11'4(',',"
itttx,ss44,,ins,,[r'Illfij,liy f-h it"I 14, 1, ilia -f
trllStic,S 1ti I QualtyCiffoda, D88-49 and 8=800V Component 6904 Padre East BNd samllyinformatill 4, L,Ili lm",l 111,-tie*
hisHH rfe, ?IA 14, t,' 'Sti"ol, Suite Z77 /V,xin, Jr6), VA ?2<lol Tampa FL 33610
Job Tit
506298 B3
Tibbetts Lumber Conmany.
1 0-0
1-0_0
32906,
truss type
Roof Special
6-2-a
620
City Ply RSE C.onst. Groin ll 1318 Williams Ave.
T14691240
1 1
Job Reteience (optional)
8,220 s May 24 2018 MIT ek Industries. Iric Mon Jul 30 07:4' 03 2018 Page t
ID 3LIcvteRG15Gl6wRw4WAC)ezz2kDG-GZcJbd5Ky2nJSeAI V0voeSxJNR160SJ20x1Eysxas
8.0-0 12-4-0
100 4-40
Scale = 1:22a
3
4x4 "
2x4
12
2,4
3X4 '-
6xH -
6.2-a 12-4 C
LOADING (psf) SPACING- 2-0-0 CSf. DEFL. In (ioc) Vdell Lid PLATES GRIP
TCLL 20 Cr Plate Grip DOL 1 25 TG 0.47 VerhLL 0.05 7 10 >999 360 MT20 244t190
TCDI_ 70 LuroberDOL 125 R{; 0.39 Vett(CT) 0_09 710 >999 240
BCLL t 0 Rep Stress InGr YES WB G.06 Horz(CT) -0,01 5 n1a n/a
BCDL 100 Coda FBC2017fFPI2014 Mdtdx-MS Wind(LL) 0,12 7-10 >999 240 Weight: 52 ib FT = 20%
LUMBER- BRACING -
TOP G 1ORD 2x4 SP No-2 TOP CHORD Simctuiat wood sheathfag directly applied oe G 0 0 oc pririins,
BOT CHORD 2x4 SP No.2 except end verticals, and 2-0-0 oe, €>u€fins (6-Cx-0 Fnax.): 4 5, 4-6.
WEBS 2x4 SP No BOT CHORD Rigid ceiling directly aPPlled or 5.8-9 oc bracing.
REACTIONS. (Ibisize) 5=452/0 8-0, 2=56G1v-8-0
Max Horx 2=104(1_C-, 12)
Max Uplift 5=-304(L(: 12), 2W-345(1_(, 12)
FORCES. (if)) - Max. Gomp_/M ax_ Ten. -rill Imes 250 (Ib) or less except when showy.
TOP CHORD 2-3=-678 900, 3-4=-6081924, 4-5= 597•`855 BOT CHORD
2-7=-8831540, 5-7--87W591 WEBS 3-
7_-3801252 NOTES- 1)
Unbalanowl
root live loads have been Gonsidered for this design 2) Wind.
ASCE 7-10, Vull=l39rnph (3-second gust) Vasd =108mph, TCDL==4.2ps1, BCDL=6.0psl, hl l5tt, 6=45ft; L 241t, eavc-4f,; C.at- llW Exp
C;; EnGl_, GGpi=0,18: MW FRS (directional) and C-G Exienoi(2) -1-0-0 to 2-0-0, Inter€or(l) 2-0-0 to 6-2-0, Exterior{2) 6-2.0 to 7-11-
10, Interior(l) 7-11-10, to 12-2-4 zonc, cw)ttteve, tell and iight exposed ; porch left exposed:C-G for mernbers and forces MWFRS for
reactions shown, Lumber DOL=1,60 plate grip DOL-,1.60 nt lt
rtwu lbeendesignedlotat10,0 psltttomchord live: "eaci ;lttnc.c>rlctrrrerlt wqh any {.trier live Toads 4) This ishasNVPf5) " This truss
has been designed lot 1 live load of 200ps£ n,-, the boitorn ehold inall areas where a rectangle 3-6 0 halt by 2-0-0 wide110 Rt truth tit between thebottomchordEandanyottiermembesm f S 6 Provide mechanical connection b
others,1 of truss to bearing plate capable of withstanding 3C+4 fib a Iitft at oint o and 345 lb u }tilt at 1 Y J p i6ftloins2, kt 41 try } '
7) G apntGat puriin napresenl
ation foes not deptct the s[zt: 01 the tier ?rilation of Me purfin along lho top and/or bottom Cho!'d. V m aab Jtk,;a}
U3ri Vjllf .<.
F6
No,68182 M[Ts is £R & Inc,
FLCori 6634 6904 (lariat East Blvd, Tampa £
f. 33610 Dille: July 30,2018 WARNIi
verity
design parameters and
READ NDTES ON THIS AND INCLUDED WTEK REFERANGE PAGE AfN 7473 rev 1010"015 EEFORE USE ik ,r}tt ifi ii
ik\E :{{kY Jill tru:;sYzk lF+ fk^t<.
tE{t4E. tta txni.futZt,f<v;trt rtt}usi .exiiY Mtx i45at rtKlilt ,}•:f u,at t, u,..nF t iE,nu;iit i >F^rlY rcv, t(xi,.xte^Et tt i^u}1r+4rtl th ,vc^{<.ti1 t twin, Utxd dE>sit3rt £1r.
x Bi«inx fk>ittZ.i t f^{=tt>vE,nit^uE ki(exz+>[1rf<ftvidta r(InFtiv w,zb ^}{nil+.{:;horfm<^{til:>rac^+{Ih ftc5<ttt{E iazl fExr7tv,r.rry x3dtxfrrrt+arrenl t^{Ea.ar,7 i K (w tYs ft iuut <
i f+r i it ,skit ar i i f i x71 I4 $ ;s- e.,+11h i ^4ul itz t Iw n, tI IFijt rrY xn, 2 t,tE>t>r'{!v 1^p#iT.<h r It0 III, \{ 4: lg,t ,!: i(,li t lY •`F , it„t+ i1vI t::,l v tttvj ,.,f tt)„M(I n I irt{ tY\t `tt iS, :t'4•A(q/r QuawC40d , 0$8-89 and BCSI OullidIV C'omPonvnt h 6904 Falke Ft15Y Stld. ramp,
33fIQ
Saffly MfPATRatkkKtu dkxt Je
trxn tua,
f'I }te?In tftt le, ?i Yt 7 (<^<, St{ea (.'v ut<; :4i7 rVE•x xxtrf,t 223i4. FL '...
Job Truss Truss Type ol ty Ply BSE Gonst, Group (, 1318 williarns Ave,
T 14691241
506298 [34 Halt [lip 1
Job Refeience (optional)
Tibbetts Lurnbw Company, Palm Bay, FL - 32905, B 220 s May 24 2018 MiTek Indusiries, Inc, Mon Jut 30 07:47:04 2018 Page 1
ID:3UcvfeRGI5C,j6wRw4WAOezz2kDG-kriiAtioz6yjMvZ3olyYS4fFtOBcCij 1 UUXcYjYVggysxat
1,0,0 6-4-0 12-4-0
1.0-0 6-4-0
Scale = 1:22 2
4x8
2x4
4
2x4
6X6
6-4.0 12-4 0
C-4-0 6-0-0
Plate Olfsets, (X,Y)-- [3 0-5-4,0-2 01
LOADING (psf) SPACING- 2-00 CSI. DEFL. 1 ioc) Udell li'd PLATES GRIP
T(,',l,-L 20,0 Plate Grin DIX 1,25 1 C, O.57 Verl(LL) -0,05 6-9 >999 360 M 7 2 0 2441190
J (-,', D L O Lumbet DOL 1 25 BC 043 Veif(CT) 0,11 6-9 >999 ?40
BGLL 00 Rep stless In"'r YES wa 10,38 0,01 5 I'da n/a
8(',DL 100 Code FRC,2017/T F112014 Mauix-ms Wrid(LL) 0, 16 6-9 -,90i1 240 Wei( ht 57 lb FT = 201C
LUMBER- BRACING -
TOP CHORD 2x4 SP No,2 TOP CH()IRD Stfucturaf wood sheathing directly applied or 6 0 0 oo Pullin',
DOT (t10RD 2X4 SP No,2 except end, verticals, and 2-0-0 oc pudins (6-0-0 inax.): 3-4
WEBS 2x4 SP No.2 Fxcf,,Pt* BOT CHORD I'llgid ceiling directly applied or 5-5-8 oc bracing-
4-5 2x6SP No 2
REACTIONS. (lblsize) 2=504,'0,8,0, 5-,4461f)-6-0
Max Horz 2= 1 33(LG 12)
Max Uplift 2= 342(LC 12), 5= 307(LC 12)
FORCES. (ib) - Max, Gonw/Max I en, - All forces 250 lib) or less except when shown.
IOPCHORD 2-3: 662/885
BOOT CHORD 2-6--693/572, 5-6=-91 71581
WEBS 3-6---42"276, 3-5--> 595/954
NOTES-
1) Wind; ASGE 7- 10; Vull=139rnph (3-second gust) Vasdz-1 08rnph; T G[)L=4,2psl1 BGDL=6,0psf; h-,751t; B=45B, L=2411, eave=41t; (.,at, H,
Exp C, Encl, 18, MWFR,,S (diicclicinal) and G-C Extenof(2) -1 -0-0 to, 2-0-0, 2-0-0 to 6-4-0, Exlenor(2) 6-4-0 to 10-
6-15, Interior(1) 10-6- 15 to 12 1-4 zone, ' calittlever left and right exposed ; rx)roh ieft exrxsed:G-C for members and forces & MWFRS lor
reactions shown; Lurnber DOL--, 1,60 plate grip DOL=1,60 2) Piovideadequale
drainage to pteverif water ponding. 3) 1
his tIuss has been destgn" for 1 10,0 pst boltorn choid live k)adncinconcwrent ivalh any othet live loads, 41 * This
truss has been designed tw FA live load of 20,0p,,,;f on the bottom chi,ird in all areas where a re,-langle 3-6-0 fall by 2-0-0 wde will M
between the bottom chord and any other rnembers 5) Piovtdc
mecharilcal oonilectton (by other,") of hu- to beating plate capable of wid'standing 342 lb upl;fl at joint 2 and 307 lb uplitt at joint 5,
6) Graphical
purlin fePresentatton does not dppct the size or the onentation of tuepudw Along the top and/or bottom, Ghoral k4l EN
No
68182
A is
e",,
410NA0
I," llitimX10" Joaquin
Vrrllev
PENo.63182 MR* USA,
tric, F1, Con 6634 904 Paike
East Blvd, Tama FL 21610 Date' July
30,
2018 WARNING, Verify
design panimeters, and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03,2015 BEFORE USE, r,iiN,
It, ,ji, 11{v 4} J, 1.'i nitnly Wylh+, ilf,
ii, .)I Ally "t k sjqn tKn<an is is on, j wily in ,I[, v)t" lhk Into the -,I'At Nil' M!Tek n
i i
lmz %Wit, m Its, i,a ;cAXSVTPII Quaffly Cffledd 0$849 and BCSI` Building Component 004 Pwke East biwl SaNtyGltotmatbnlvtibAk>trexnlnml1Ika,M
1,t "IMe N,X, it), 111,1, VA //314, Ta,,Ipri PL 33610
Lumber
U4 =
Nato Offsets (X,Y)--
buss I ype
Half Hip Girder
32905,
6_9_0
6-9-0
5.00 17T
619 0
69 0 oty
Ply BSE Const, Group // 1318 Williams Ave. T14691242
2
Job Reference (optional) 8,
220 s May 24 2018 MiTek Industries, Inc, Mori Jul 30 07 47 05 2016 Page 1 ID:
3t.7cvfe.RGI6(;16wRw4WAOozz2kDG-Cyk3?J6aUtlOhyK969cLI Djto671D?VIr-iMH2N7kksxaq 12-
4-0 5-
7-0 4xF;
10
6
11
12 2X4
LOADING (
psf) SPACING- a-() CSI, DEFL. in TGU_
20,0 Plate Grip DOT- 1 25 TC 019 Vertl! , U) -002 TCDL
7,0 Lumber DOL 1.25 1BG 0.15 Verl(cT) -0,03 B(
3LL O'D Rol) Stress incr NO WB 0 08 Hoiz((-,Tj -0,01 B (
11 D L 100 Code l_8C20171FF`I2014 matnx-MS Wind(U-) 004 LUMBER-
BRACING- VOP
CHORD 2x4 SP No,2 TOP CHORD BOT
CHORD 2x6 SP No.2 WEBS
2x4 SP No,2 'Except* SOT CHORD 4-
5, 2xC SP No-2 REACTIONS, (
Ibisize) 2-373k`0-8-0,5_216/0-8-0 Max
Horz 2=1 42(LG, 8) Max
Uplift 2=-539(LC 8), 5=-788(LC 8) Max
Grav 2=434(L(3 31), 5=324(L(, 31) FORCES, (
D) - Max. Comp./Max. Ton - All torckis 2110 (lb) or loss except vd-lon shown. TOP
CHORD 2-3=-5591877 BOTCHORD
WEBS
3,6=-574/210, 3 5= 523/922 13
12-
4-0 46
Scale -,,
1 22,2 2x4
loci
Ilden Lid PLATES GRIP 6-
C 999 3(510 MT20 244ilt 901 6-
8 4999 240 1
rVir
n/a 6-
8 999 240 Weight 134 lb Fj =z 20% Situctural
wood sheathing dileotly applied or 6-0-0 oc purfins, except
end verticals, and 2-0-0 oc, puflins (6-0-0 max.): 3-4 Rigid ",
iiing directly applied or (3-0-0 oc bracing NOTES-
1)
2-ply lhiss lo be connkicted together with 100 (0 131'x3'k nalis as folfows, Tap
chords conne.z,,tpdas follows 2x4 - 1 cow at 0-9-0 oc, 2* - 2 rows staggered at 0-9-0 oc BottOrn
GhOrdli G(Jloei,ted aS toilows: 2x6 - 2 row's staggered! at 0-9-0 on, Webs
connected as foflows: 2x4 - 1 row at 0-9-0 oc 2)
All loads arc considered equally applied to all piles, except it rioted as fron', (F) or back (B) faie in the LOAD GASE(S) section Ply to ply
Connections have been provided to distribute only leads noted as (F)OF (R), W*IieSs 01hUw;se indreated, 3)
Wind ASCE 7- 1 0; Vull= I 39mph (3secondgust) Vasd, I 08rnph , _TCD1-C 4 2pst, BDL6XOpst ' h= 1 5fl 6 45n: _-24lt ' eave=4fl ' Cal, ii, FxP G,
End" (3Gpl=018: MWFRS Ganllovksr en and right exrx)sed pord-1 left exposed, Luo-ithet D0L__1 60 plate grip D01_=1
60 4) Provide adequate
drainage to prevent weater ponding 5) 1his buss
has been desdkgned for a 10.0 psi bottom chord live load 110I)COoCUirent will,, any olhEn live oads- 6) * This truss
has boon designed for a live lead of 20 Opst on the bottkwii chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide will fit between
the bottom chraid and any other rnernbeis, 7) Provide mechanical
connection (by others) of tillss to bearing plate capable of withstanding 539 in uplift of joint 2 and 788 lb uplift at iD jz t
c 01 6) Graphical lipillinrepresentation
does not depict the size or the, orientation of the Pullin along the top and/or bottom c.hord. 9) Hanger(s) or
other connection device(s) shall be provided sufficient to support concentrated load(s) 73 lb down and 179 lb up at 5-0-12, 81
lb down and 148 lb kip at 6-0-12, 57 In down and 107 it) lip at 8-0-12, and 235 lb up at 9-0-12, and 264 Ib up at 11 -0- 12 on boaoin chord. The
designiselec"frin of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard
1) Dead i Root
Live (balanced): Lumber increase-1,25, Flam aicreiase=1,25 pax tx" i N
No
68182S,r
0 F
N A lioaqum Veiex
i F,
No,68182 MiTM(USA, Ino. FL
Ull 6634 0904 l"aft East
Blvd, Tampa FL 33610 Dalr,,: July 30,2018
A
k WARNING- Venty
design parameters, and READ NOTES ON THIS AND ML UDED UITEK REFERANCE PAGE M11-7473,w t"312015 BEFORE USE. I Ilk u, tivsk,
I,, Rol, ,w trw, ttn1 "(0 -Ilft It,- 11 4 41, it 4111Y A Nil M!Tek 1-11w, i(
A " I, «
tk,r,,
51+ kj,v, tv", on I t,t01rh,4 ^f llk,,,xol on, f it, Qualilly CAUda, OSS-OP and #C$l Sulding Componont 6904 Parke Ea,t FWd QfttYW01Maft1VwoW1Ho 4('In flul,, ?Irk
1\1 Tatrkp4k Fi- 3W10
Isms
T14691242
Tibbetts Lumber Company,
truss I rLJS-, I YPe
B5 Half Hip Girder
Palm Bay, FL - 32905,
LOAD CASE(S) Standard
Uniform Load$ (Pit)
Vorl: 1-3=-54, 3-4=-54, 2 5=, 20
Goncentrate(I Loads (b)
Vert: 9=88(B) 10=80(B) I I =46(B) 12=/2(B) 13=73(B)
8,220 s May 24 2018 MiTtek Industries, Inc. Mon Jul 30 07:47:05 2018 Pago, 2
ID:3UcvteRG15Gj6wPw4WAOezz2kDC,-Cyk3?J6aUt101iyK869CLI DIto67tD?VlmMH2N7ysxaq
WARNING. Verify design parameters and READ NOTES ON THIS AND INCtUDEDMfTEKREFERANCEPAGE MII-7473rev . fa*wOfS BEFORE USE, gI (w- '
rilvwlthklik* 1 bras wsl
n fk,Ivler It;<, the txdl iitx t 1 SRAt r rtrl nl e+nty tiro . rtYllk zt lull t <le whirl t Ih.1I < to t rrk:.f { rat Daly Irx t ik• tilts .f, suH? int the .; er<1E1 j, 1, % it
t' [It I twil, . I I , I IN 1, 11 I, ki it ,, I , -1 it 1 livlc h I, it I tw" I, k, Ik, 1'
I""Al Ili- I f"I '1' it 4111y, III, It, I v xnl -'11, 4 with I '%jt A' I -, it it,tily MiTek' n,l
lm,
sv,t,Im, vex ANXIM11 Quaffy Cffloda, DSO-49 and SCSI BuSdAW Component I. 6904 Parke East Blvd af*tY1n1*rmaftrvw4
A4,, ti-in firm il, zks lwtlhjt<), W ki I-) 1,It-1, ' 1/, Al•Y, uxlfklVA22i M Tampa FL 33610
I RIS$
506296 CI
i I uss I ype
Half Hip Gadot
18 Williams Ave.
T 14691243
Tibbetts Lumber Company, Palm Bay, Fl- - 32905, 8,220 s May 24 2018 MiTek Industries, Inc, Mon Jut 30 07:47:06 2018 Page I
ID:3UcvteRG15C,16wRw4WAOezz2kDG-g8lR[)f7DFz9HJ6uKgt77WRc,ojWO7yo3v?OlcvZysx,ip
1-0-0 5-0-0 8-7-0 12-4-0
1-0-0 5-0-0 3,70 3 9-0
2
3x4 --
500 12
4X8 --
8
2x4
12
16
50-0 8-7-0
3-7-0
Plate Offsets (X,Y)-- j3illr-5-4,0-2-01
LOADING (psf) SPACING- 2-0-0
TULL 20,0 plate G?!p DOL 1.25
TGDL 70 Lumber DOL 1.25
ROLL 0,0 Rep Stress incr NO
RGDL 1100 ode FBC201711-PI2014
LUMBER -
TOP CHORD 2X4 SP No 2
BOT C+-10RD 2X4 SP No,2
WEBS 2x4 SF No,2 Except*
5-6. 2x6 SP N0,2
REACTIONS. (lb/size) 6=792/0-8-0, 2=739/0-8-01
Max Holz 2=1 11 (LC 8)
Max Uplift 6= 577(LC 8), 2=-527(LG 8)
2,x4
W
E
ING
CSL DEFL. it) 10c) Udell L/d PLATES GRIP,
F C, 0,31 VpIt(U-) 007 8-11 >999 240 Pf T 20 2441190
BC 0 4 `, Vetl(GT) -0,07 8-11 >999 240 WB
025 Hotz((-',T) -0,02 6 n/a nia Matrix -
MS vve(P 111 6fit10 F I- = 20% BRACING -
TOP
CHORD Structural wood sheathing directly applied or 4 8-13 oc, putlins, except
end verticals. and 2-0.0 oc, puilins (5-8-7 max ) 3 5 BOT
CHORD Rigid craling directly applied or u 2-2 ot-, Wacing FORCES, (
lb) - Max, Gtcnip,/Max. Ten - Ali forces 250 (ib) or less except wheal Shown TOP
OH(D)PID 2-3=-1337/921, 3-4=-1005/732, 4-5----11305/732, 5-6=,-71W517 BOT
CHORD 2-8=-882i1202, 7-8---899/1225 WEBS
3-8-249/370, 3-7,,-2561194, 4-7= 331/232, 5-7- 81911124 NOTES-
1)
Unbalanced roof live loads have been considered for this design 2)
Wind: ASGE 7-10, Vull=139mph (3-second gurg) Vasd=108rnphl TGDL,---4 2pxl, BG1)L-6,0psI, B=45ftl L--24fll eave=41t, Cal, 11,
Exp C' Encl_ GGpi=0 18, MWFRS (directional), cantleveT left and right eXPOSed, pock) left e.XPOSedl li-Unnber DOL=1 60 plate grip
DOL=1,60 3)
Provide adequale drainage to pieviaill water ponding 4)
This truss has been designed lot a 10 0 psf Lottoro chord Ilve load noirconckment with any other live loads, 5) *
This truss has been designed tot a live, load of 20,Opsl on lhe botl0ro ChOrd in all eriaS where a rectangle 3-&() fall by 2-0-0 wide, will
Ill between the bottom ohord and any other mernbeis 6)
Provide rnechamr-al connection Eby Olhet$) Of tILISS to beanng plate capable of withstenOng 577 Iti uplift at joint 6 and 527 4) uplill at joint
2. 7)
G iraphicaipurliniepreselitation does not depict the SIZE' of Ifle onelllatiW of tiff; I)MIM ak)Mj th' top and/or bottom Chord 8)
Hanger(s) or other conne0on device($) shall be provided sufficient lo suppoll conoenpated load(s) 98 IL down and 173 lb up at 5-
0-0, 61 Ib down and 99 ib up at 7-0-12, and 61 Ib down and 99 1b up a, 9-0-12, and 61 lbdown and 99 It) up at 11 -0-12 on top chord, and
210 lb down and 235 lb tip at 5-0-0, 48 10 down and 69 ith up at 7-0-12, and 48 It) down and 69 Ito tip at 9-0-12, and 48 llbdown ant:
1691btap at 11-0-12onbottom chord The de si gn/sele( ,,ti on of smt i cot ineon or, device(s) is the responsibility of others. 9) l'n !f',
e D ?,At 45, ovtion, C)hds appl-eto the ac. -,, of tho IUss c7e-- LOAD CASE(S) Standard 1) Dead ,
Root Live (balanced): Wri-
ither ncrease=1,25, Plate inciease- 1 25 Uniform Loads (pit) Veil: 1-37-
54, 3-5=-
54, 6-9=-20 Concentrated Loads (11b) Vert: 361(B)
8=-210(B)
13= (31(B) 14-61(B) 15=-61(B) 16=42(B) 17=-42(Ff) 18----42(B) A - v No 68182 Q "TATE' 0
F
k/
1z 0
N A Joaquin Velez OF llifli.
68182 MiRat USA
lir,- K Girt 6634 004
Fariai EaV, Blvd, Tampa 1`133610
Datii: July 30,2018 Aj WARNING - Verity
design
parameters and READ
NOTES ON THIS AND INCL UDED MITEK REFERANCE PAGE Mit- 7473 rev, I itt 15 BEFORE USE. I ", "k ti irilt t 1, , "I
gy Witt I tat I ,, it nr " I ,t " I t lio\,l,j, 1 i, i I, 4,i Y;,j x ; I ; i . l "r, 't x, ,A l it, kvl i'l, "i tiA, Ill -, 1 , i l, ,I i It (1k, tysi<=m Ikl-j,a Fno,
I t I,, tt, lit, ilo, I 1, 1,1k I1 X't I 11 k J, II i ly I t I, ell It 411 I'j "I, r, if, p wan,cic'Iti )I " I I j , 'I I V it v Ka 11, , It it, : I,k, I; , it ilq r III I-V-nly MiTek' 1IIWOY4 tlqijlw, It'r Mol Aily,
ln<11t'l,,V,
Wi1,4ua ,10, 1, ,,At Ae I -;sr t, lhnf, Ity, )w$ I 1-f ,, ly, kIm, kjo 1, axle a hon, ", I , 1. tto. " iolwol V, ol, .bon il i I tv
J< Inc} "I It t 1,11, 11 of t I it, 1,1,1 wl I'( f 11. 11 'l,'AN$VTPI I Quaffly Ciffroda. OSS-69 and #C$1 SuSding Comportiont 6904 Parke East Blvd T-Va FL 33610
Joa tress
506298 Gil
Tibbetts Lumber Compal-tv. I 32905,
Corner Jack
1-0-0
1-0-0
Uty Ply BSE Coast. Group It 1318 VVIIIIaMS Ave-
T14691244
12 1
Job Reference (optional)
6,220 s May 24 2018 MiTolk Industrios, Inc, Mon Jul 30 07:47:06 2018 Page, I
10:3tJ(',vtoF,iG15Cil6wRw4WA0e,zz2kDG-981RDt7DFz9HJ6tiKgt77WRG3KWV3yTOv?OlcvZysxap
10-0
Scale - 1 65
2x4
00
LOADING (psn SPACING- 2-00 CSL DEFL. In Ioc) t1deil L/d PLATES GRIP
IVILA, 20 0 Plate Glq) DOL 1,25 T C, 0,08 Vefl(LQ QW) 5 999 360 M T 20 24 4/190
I'(IDL 7 0 Lwrllber')OL 1 25' 81", 0,01 verl(G, 1) -000 f) 999 240
13CU 00 Rip Stiess iticr YES WB 0,00 Hofz(G-r, 000 4 1 Va T-wa
Bi'DL, 100 Goan: '--BC',2017/TPI20l4 Manlx-mp Wind(LU -000 E, 999 240 wolght 5 lb FT = 20%
LUMBER- GRACING -
FOP (-'.HORD 2x4 SP blo,2 TOP CHORD Streikilai Wood ',,heathing dlrf3(Xy apJAI'd Or 1-0 0 0C PUOWIS,
POT CHORD 2x4 SP blo.2 601, (-'11ORD Rigid ceiiing ditrictly applied of 10.0-0 oc bracing.
REACTIONS. (Ib/W(1) 3-9/Mei:J)avllcal, 2 = 118/0- 8- 0, 4 = 1 /MeGhafli Cal
Max Horz 2-<42(LC 12)
Max Uplift 3=-3(LC 9), 2m 91 (1-C 12)
Max (,Iotv 17), 2=1 18(LC 1), 4=1 12)
FORCES. (11)) - Max 0-,mip /Max Tert - All forces 250 (ib) of i s except When sliciiiiin
NOTES-
1) Wind, ASCE 7-10, Vull,139mph tosecondqUal) Vasd106mph, TCDL-4,2pi, BCDL=6,0'p,4, o=15M, B-45fl, L--2411, eave=01 Gal 11, Exin
G: End , CGpt,OJBI MWIFRS (daeclionat) and C-C, Exlenor(2) Zone: Cantilever 101 and right exposed I Porch lent for members
and forces & MWFRS for reactions shown, LurnbGr DOL=1,60 piale gnp DOL,li 60 2) Th;S
frUSS haS t`eefl designed for a 10.0 PSf bottom chord live load nonconCUrrent w;lh any outer live loacis, 3) * This truss
has peen designed lot a Nve, load of 2,10pst on the bottom choid in all areas whcre a reclangfe 3-6-0 lall by 2-0 0 wide will fit between
the !:)ottorn chord and any other membeis 41, RiAw to
gtrder(s) for lmss to Iruss connections. 5) Prowle niechanicai
connecion (by othersof floss To bearing plate capable of wthtandmg 3 Ib uplift at joint 3 and III fb uplift at joirit 2, NN 68182 %
s"N"
A"
l-
ft" 0F 44Y 0 v NP, firaqwn
Velez PE,
No,
681,R2 Milt-* f0k Ire., F
L Cen 6,1,',Q4 69C4 Parke fastffivJ
Tanam FL 33610 Da I iI July
30,2018 I
WARNING- Verify design
parameters and READ NOTES ON THIS AND INCLUDED NOE PACE M11-7473rev 10,10312015 BEFORE USE, jnv,TU,J i-
I , fity ",!in v44*,g I Nl-w mo,
T- kxoWlho.i"*Tno, volify th' q44 Inf- lk" Nil' f n it, Ift
ki R)"Agn NCI, If t i If Idic, It' .d 1,, 1, , i q,w(r,t t + 1, kinq f in Iw0f, it Ifim W('t , °In, 1/< 'I I v + i r w , I I I A, 'i ly, A., I, fiti(j, 11 lonq "I, it y '9), I I vy Inc} MiTek' T"Ilwirsif'[ 4 If
fily it,,J I'' I 1c,V,nl "(41,11 w wattleit'llwy • In, J j-J-ly ,i,Tm X\I, 1' f <P:wv IT Iui I, If" 1= V *; I, If, lit"] tho foe o- 'fion, WT,
In't tv" tn,i r'f hulm),Ifvi Qualill'yCillfedue DSO.69 and ICS1 ftiliding Companont 6904 Parke East Bred. 11cvni lvlvs ?Ila N,
i- 3iX larript, 1`1 33610
Ifuss type my i-,ly t5t UOuSt. U10UPY 1.31UVVMMMSAve.
T14691245
Jot) I russ
506298 CJ3
b1betts Lumber
4
Uorner Jack 12 1
Job Refetence (optional)
Bay, FL - 32905. 8,220 s May 24 2018 MfTek Industries, Inc, Mon Jul 30 07:47,07 2018 Page I
ID 3Ucvf,?RGI5Gj6wRw4WA0ezz2kDG 8I-sp0?8t0f-iH8wFl XDaeM3epEOwqbhw(--,2EOrl)9n'?ysxao
1-0-0 3-0-0
1-0-0 3-00
2x4 --
13-0 0
310 0
LOADING (Pat) SPACING- 2-0-0 CSL DEFL. in Ioc) I,/dell Ud
TOLL 200 Plate Gmp DOL 1,25 1 (11 0 12 Vell(LI') 0,01 4 7 999 240
TCDL 7,0 Lumber UOL 25 13G 012 Vefl(GI) 0,01 4-7 999 2140
BGLL 00 Rep Stress inct YES W6 0,00 f-(r)fZ(GT11 0,00 3 n/a n/a
BGDL 100 Code FB(,2017[TPl2014 Matrix -MR
LUMBER -
TOP CHORD 2X4 SP No 2
60t- CHORD 2x4 SP No,2
REACTIONS. (li-)/size)
Max Horz 2=75(LG, 12)
Max Grav 3m64(L(--, 11„, 2w1 72(LC 1), 4=50(L(,' 3)
FORCES, (lb) - Max. Gump /MaxIan - All forces 250 (lb) o; 4es,, except when shown Scale
v I 10.8 PLATES
GRIP M11
20 2441190 weight
11 if) FT - 20% BRACING-
T
OP CHORD StwOutal wood shc>athmq directly applied or 3-0-01 oc pudins POT
CHO4D Rig J coiling directly appfliod or 10-0-0 oc bracing NOTES- ll.
Exp
C; Encl_ CGpi=018 , MWFRS (directrunal) and (;-G Exlenot2) -1-0 0 to 2-0-0, lnfeiioql} 2-0-0 to 2-11 4 zone: cantilever left and tight exposed:
Porch left exposea:C-G for Members alfld fort ec & MWFRS tear reactions shown, Lumber IDOL=1.60 pate pp DOLL-1,60
2) This lru-"
has beers desigricid for a 10,0 psi bottom chord five,, load nonconckatent w1h any other live loads- 3) * This truss
leas beeri designed for a live load (,it 20.Opsl on the bottom chord in ail areas wnoIe a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the t)oiltorn chord ant, my otherrnernbers 4) Refer to
girdcr(s) for lrus to truss connections 5) PtoviCJG rnechamcal connection (
by athets) of truss to beating plate capable cut withstanding 45 lb UpIlt at jOilit 3, 126 db UpIllt at joult 2 and 27 lb
uplstt at joint 4, williffifilill N't , I
V
E, N o
68182
Qx
S FA o%
0
NA
I
I I I
I I I I I Awaquii; Velez PE No68182
W0 OSA, Inc. FL Cut
6634 6904 Piluke, East Blvd, Tampa
FL 33610 Bale: July 30,2018 A
k
WARNING Verity design
parameters and READ NoTEs ON r"tS AND INCLUDED ARTEK REFERANCE PAGE M11-7473 rev. t"3,2015 SEFORE USE W AIM 1 i v, I'$ it
1, 14y ,,Alt i Kii l"k), Il, , i, . lvif I K t * Y., , i (4'y if' 11 j - n" I, 4 " "h, if " i i, i, rr i K 1 ili, It i. 11 t A A—qr ") liq 1, 1 1,!, fv, MiTek' N, ilwl)', wquno, 1 1-
1
wilt, j—,M4,>llot'ncl 1,111, ),1" 1' '1 oul, I, #Y e 111,101dllu3 ttx, It-, Itof I "o, 11"I -I
tltwlo5 I lnjce, -,ANSVMII Quaffly CtIlvida, OSO-49 and SCSI sullidling Componont 6904 Parke UA51 Blvd C"fY w, A, it 4" 11"
In Im" I I 1P, In'WrA" 2 1 13 N, t Slwoj, I?, N-X In, 111, I'VA 2 131 4 Ta,,p, FL 3,3610
I'LISS
EJ5 Jack -Open
City Ply BSE Const. Group // 1318 Williams Ave.
34
Tibbetts Winner Company,
I
Palm Bay, Fl_ - 32905,
1,0-0
Job Reference (optional)
8220 1 May 24 2018 MrTek industries, Inc, Mon Jul 30 07 47 08 2018 Page I
11.):3L)cvteRC315(.',16wRw4WAOozz2kDC,-dXOC,,[-9Tt),,iP?YP2lFil9bcsLKIK5NC)NWBSKW!zSysx,iii
5-0-0
5-0-0
SalR = 1 14 9
5 - 0- 0
5-00
LOADING (psf) SPACING- 2-0-0 CSL DEFL. ill floc) I/Ojefl Lid PLATES GRIP
TOLL 200 Plate Ginp Doi, I "? 5 T C 043 verl(U-) 0 '10 4-7 >589 240 m T20 2441190
TGDL 70 Ltt tberDOL 1 25 BC 0,40 Vert(GI) -006 4-7 ;999 240
BGLL 00 Rep Stress ln(;f YES WB 0.00 Hwz(C T-0,00 3 n/a n/a
BCD,_ 10,0 Code F8(',2017/TP12014 Matrix -MP vVelytit 171b F I = 2 0'"
LUMBER- BRACING -
TOP CHORD 2x4 SP No,2 TOP (A-iORD SttmRital wood sheathing oiterfly applied or 5-0-0 oc purlms,
B07 CHORD 2X4 SP No2 BOI CHC)RD Rigid coiling directly applied or TO 0-0 oc biacing
REACTIONS, (Iblsl7e) 3=1 15/Moolranwal, 2=242/0-8-04=621lvlechanrcal Max
Hoiz 2- 1 09(LG 12) Max
Uplift 3-84(L(' 12), 2=-163(LC 12), 4=-49(LC 12) Max
Grav 3=1 15(1-C 1), 1), 4=88(LG 3) FORCES. (
lb) - Max Comp /Max Ton - All fofies 250 (1b) or less except wheta shown NOTES-
1)
Wind: AS(,F 7-10, Vull139i-nph (3-second gust) V&S(j=108MPh1 FC,[)L-,-,4 2psl, BG0L--,6 OpsI: ti=,15ftl 8-45V' 1-24111, eave=,Tb: Cat ill Exp
C. End, GGpi=0,18 ' MWFRS (directionaijand G-C Exteriorl,(2) -1-
0-0 to 2-0-0, Intenor(f 2-01-0 to 4-11-4 zone: cantilever left and right exposeA,
porch left exposed:G-C for rnembtrs and forces & MWFR,,-', {or i(.qictions shown: Lumber DOL=1,60 p40,a grip DOI-, 1 60
2) This nuss
has 'been designed for a 1'Q'0 psf bottom chord live load none onounent with any other live ioads 3) * This buss
has been designed tot a live load of 20 Opsf on The bollorn chord in all areas where a textungle 3-6-0 tall by 2-0-owide will fit between ;
he bottom chord and any other members 4) Refer to
g%rder(',') for truss to Truss connections 5) Provide mehanc'
al c.omwYtIon (by othws) of truss to t)eaTing plate Ica pable of wilt standing 84 it) uplM at joint 33 163 lb upli" at Joint 2 and 49 Ib
uplift at jouil 4. WARNING - 1/mIty dirsign
pammcttar. and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A114, 7473 rev10103120 15 BEFORE USE. i), uttt lf-4'1*
V Mit, l"I"w m", try,
t' Ar heirmu'l "-dry tiro , it 4 1' 11, ln"+Is and T-t'ily Ill— q x + ate This , J"yiqn vil, , IIK r, Witt, ly"QA" injuly'm'
I pf''I 'aIty' I'l ,J'ti ttril 1:11- l'.Ijvojy<yJ- lv"")nd i'
r)( In'j"t 1-,,AKSMI1 QuOWC194411q, 6$8.69 and SC$1 BuIllidlIng Componont from i'kmi4 Ilc InsWilk" 218
H, 1-Stye -I, V&' F N Nc) 68 82
V'
T' "'rEC
0 F-1
441
AV 11111110% A)aqumVelez
RE
No,
681
B2 Wok U8A, lrc, FL Gert 6634
f1904 Parke Ea"A BW"1
Urnpa FL 33610 Date. July 30,2018 mil MiTek
61104
Pwke Fast Eilvd
Tampa
FL,
33610
lb Truss Tntss Type city Ply BSE Const. Group // 1318 Williams Ave.
T14691247
a6298 HJ5 Diagonal Hip Girder 6 1
Job Reference (optional)
Tibbetts Lumber Comparly, Palm Bay, FL 32905, 8 220 s May 24 2018 MiTek Industries, Inc Mon All 30 07:47:09 2018 Page t
I D:3UcvteRG15Gj6wRw4 W AOezz2k DG 5j _arhA5YtiXsAZcIvt-?gg83tiZKj Ti9pSLhzF(,W uysxam
15-0 4-0-0 7-0-2
150 400 302
Scale = 1:16-2
2x4 --
4-0-0 7-0-2
LOADING (psf) SPACING- 2-0-0 CSL DEFL, in (to() I/deft L /d PLATES GRIP
TCd.1- 200 Plate Grip DOL 1.25 TG 0,161 Verl(LI-) 0,02 7-10 999 240 MT2^ 244/190
TGOL 70 LcimberDOL 1.25 bC 0,21 VeWC:I) -0,02 7-10 999 240
BCLL 0,0 Rep Stress fncr NO W8 0,08 Hoiz(CT) 0,00 5 n/a n/a
LiCDL 100 Bode FBC2017/hP12014 Matrix -MS Weight_ 291b FT =20b ,,
LUttIBER- BRACING -
TOP GHORD 2x4 SP No.2 TOP CHORD Structural wood Sheathing directly applied or 0-0-0 oc purilns_
BOT CHORD 2x4 SP No -2 BOT CHORD H3 qfl calling difec-tty applied or 10-0-0 oc hlaccing-
WEBS 2x4 SP No,2
REACTIONS, (Ibhaze) <t=63?rfecltarlioal; 2-344,F-1Q-1fi, 5=196iMechanical
Max Holz 2=109(1,_C 8)
Pelt Uplift 4 52(i C 21), 2= 245(L(' 8), 5=-137 (LC 6)
FORCES- (fb) - Max, Comp,/Max_ Ten - All forces 250 (to) or less except When Shown,
TOE' CHORD 2-3-=-459I253
BOT CHORD 2 t'= 21B9/426, 6-7v-289i426
WEBS 3-6=,466,1317
NOTES-
1) Wind : ASCE 7-10; Vuii=I39mph ;3 second gust} V<ascS ;08rrlpti; T(',C>L=4.2psf, BGCL=6-0psf; h=15ft; ;B=4Sfi; t-24tt, eave att; Gat.
II; Exp C, EncL, GCpi=0.18, MWFRS (directional), cantilever 101 and right exposed, porch left exposes, LUMber D01=1.60 plate
grill DOL=1.60
2) This Iniss has teen designed fora 10 0 pst bottom chord live load nonconcruretlt With anY other Live loads,
3) " This miss has been designed for a I€ve load of 20 Opst on the bottom chord in all areas where ra rectangle. 3-6 0 tall by 2-0-0 wide
lit the bottorn chord d any her
4) Refertoto fe#n{
sl
for !toss to tt isslc onne. tIonsnaer-ii c.rs. f
24 Ea) Provide nic.chanic<al connection (by others) of Kiss tc clr a» ng plate c,,apable of wits ctandIng 52 `b UP11ft at romt 4, 2 +5 ifs uptnt <at joml701 2
and 1371b uplift at ,c int 5- 6)
Hanger(s) or other connection dcvoc e(s) shall i e provided sufficient to support coca entiate d Ioad(s) 6 Its dciavll and 14 Ill rite at 1-
4-15, 66 1L down and 14 lb up Gci 1-4-15, and 30 it) down and 62 Pb rip at A e-15 and 30 to clown and 62 lb up et 9 2 15 on top 182 chord;
and 57 Ib down and 3 Ib up at 1-4-15, 57 1b down,and ,a if) up at 1-4-15, and 12 lb down and 3Ib up at 4 2-15, and 12IL1 V
T down
and 3 !b up at 4-2-15 on bottom chord- The designisefetron of such connection devioe(s) 1s the responsibil0y of other s 7)
It) the LOAD GASE(S) section, loads applied to the face of the truss are noted as pool fl or back (B), LOAD
CASE(S) Standard .. S TAT '0 Fl f 1)
Dead , Roof Live (balanced): Lumber increase=125, Plate increase -125 <' Vert.
t 4 -54, 5-8_ 20 Concentrated
toads (Ib) Vert:
2(F= 1 B3,-1, 7=-17(F=-9, 13=-9) t _7(1` 1, B=3) Joaquin
veiez FIE N0,68182 i
Fok USA, Ir2c, FL (30 6634 6904
Parke East € lvd. Tarnp a FL 33610 Date
July
30,2018 Ail
WARNING Verity dertgn parametem and READ NOTES ON THIS AND tNCLUDED UtTEK REFERANCE PAGE UII 7473 rev. 10/03rW15 BEFORE USE D
rn <.Ai i >rv7 iif Niiie:°k late -t tr hi iezv rn r t ."•:i xi i x, u }k S i, iI tx.;d eel o
Ir f;' 4ysk,ni tix. ti"^ f aiiV tiiyt h wjn i must Verity ttw" tt4 lk ot,ility "f <xcini t<av in'i to t 'rig iw catx i ita IN, 1 zsitu oil itx ,,, vtli g
tKxi.fii>;I c#eac}n N u_inat tr0i, Eitca f iti t. t tEatEsx El k vicklin'; nt its tttiic3u AftEna i. nt> xi #Gv th<i<1 eix rnC>E rs. t ir AifdiN<vi ai ferrrt u „y, »;rf t 'iti .zrx;i t t K x.ina? l id. rySI,
1irH ,l k,i strtallly ndt trr cost it#4e r°Itfl tx sskt'IoI n t1illr }inY <zrrfix_4K ite <inm«t,: (^t 'rua il aAhx<<=[•trh uaii ,}the h
t[viafl< n. zt i, xto ci a wp ;E lk""xIv j br t tr,l Et rows " 11i trcaw a,t< i s. s•...ANSMIT QuaklyCrOoda„OSS-89 and 8GS1 AuI/dling CoatR4noriP 6904 r'arke East Dlv(j. SafttyInNer iamon.wV
ifi, it+I 6<>m Irim T'At lP 218 !! 1 S11 x . S )W, 3 12 N,, x )I,cki<t, 'A.13IA Tampa- Fr 33610
Symbols
PLATE LOCATION AND ORIENTATION
31; Center plate or ) „-it jnle'ss x, y
offsets are!ndicated
Dimensions are in fli-sixteeenlhs Apply
plates to t sides o4 f,uss and
fully ernf-,ed teeth For
4 x 2 orientation, !-ocate plates
0- ' from outside edge
of truss T
his symbo'l indicates required
direction of connector
Plot--<, Plate
location detals available in MiTek 20120 software
or upon request. The
first dimension is the pkalte 4
x 4 width measured perPerdic-ular to
slots. Second dimensior-) is tf-
ie length parallel to Slots LATERAL
BRACING LOCATION indicated
py syrnbo! shown and/or ay
text In the bra c;ng sec'on c` the utput,
Use or: t:ciong if
indicated, BEARING
ridicates
location where bearings supports)
occur loons vary but reaction
Section indicates joint I
number where bearings occur Min
size shown is for clus""llng or"ily. C=
1 Industry
Standards: ANSi/
TP11' : National Design Scecificofion fur Miefal Plate
Connected Wood Truss ""onst(uctior) DSB-
89: Design Standard for Bracing, BCSI:
Kilding Component Safety in` orrna!iori, Guide
to Good Practice for Handlir-ig, installing &
Brocing of Metal Plate Connected
Wood Trusses T_
0
4 -
8 snc.-wr ir, t-ri-,xlc, rilr,,5 cw!
r)a iot to ca e s, I i 7
6 5 JO#
Vr$ ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND
THE TRUSS STARTING At THE JOINT FARTHEST TO THE
LEFT, CHORDS
AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS,
PRODUCT
CODE APPROVALS Reports
11,
ESR-1 '1452, ESR1988 ER-
3907, PISR-2362, F-SR-1397, ESR-3282 General
Safety Notes Failure
to Follow Could Cause Property Damage
or Personal injury Adc!
itioral twraCng for Tmuss s,,Stem, e.g. gooJ
0, X-bracing is a -'v'ovs re'qu'reci See Bcs 2
fruss fJracfrig rn,_,sl f)& de 2 a C,v on engineer. For hide
rm's , 'Ocng, indPriduoi lateral 'DraceS lneiriselvcs rrnay
require ltrciong, oF Tcr I uroonglioull
Never
exceed the design ,Going shaoin c,nd never Stack
rr10fe(101S on lr)adequotely r:irace'd trusses, D 4
Rrvlrie,-00ieS Of this frUSS -JeSig,', to Tt)e building Clesigrrer, recficlr)
prop ov owner jr-d 01 Oher
arfieS tit, fnerr - , '
L'e-(S to lc'eor t' h*l agarst each otf)ef. Poe piotes
or, ie')'Ch' fcc,e Cf fr'_:Ss of eacr) c ) i
r; t C r, C e r, I i D 'if u 'i yK n,-end , a r : / jo i r) c oTlors; re
re gu[Oted y ANS'17P Design ssrrnes twsses
e sue-2 Eyrote, ea "C'rr f)e erv',
Mer'it in Cs_-Cf,r_ vi'm A,",Si1/TP; I Trusses are designed
for wind loads in the plane of the truss unless otherwise
shown. Lumber design values
are in accordance with ANSI/TPI I section 6.3
These truss designs rely on lumber values established by others,
D 20112 MiTek(
b Ali Rights Reserved mm Nil MllvTek*'
M'
1-
7473rev,
10/03/20i_' jr?IeSs r.0tecl, `'
i""Stule '-''nfent Dif ijrrZer sr,"Clil r',".D"
ex^ee'l 1, 9'% cit tirne --A y unle'ss expre'-
Ssy notec", thfgr) appllcar,e fa Jsew!*ff, fir'9 re-
cirdant, p treated, r"i cj'een lu,,;'Ler 10 is I n0r).-StrrjCtui-
0• ccnsdloeroticr) and is tt-ie esoonsibillfy of muss fobf;:ror
General Gr,-_Icfice fs to raff,be" fof /,Jeod Jood
deli{ cficn 11 Rote Ivr;e, Cf7e'
ccatcr'dimensi'Dnis Indic d are minirn"irn, -
Aofirig requrremenfs 12 ufr, .e 1r41_1
5hrill be of ft--', s,,'eces _nd size, anal n rill (es -t- e"
Iuc! tco or t,et+er than mat 1u, Chords ust Oe shea
rh ed Cr of rxc, / "-fe"! a PCrcn,g on oesv.x-,
14 fiords requite ict&31
nnc'c!-gct 10 no--efling is ir"STC,
iect "u''Ness oTherwlse- noirel- I on'ricc tions ""')t
f.PtCrerdfl of-"' Tne resp'onst'!111 .1" of ofhess 1 6 L-',') r , o
i uP or after T;u5s mef"'ItDer C'r (Dicte witr,-_"Jf ")ric'r app"Ov I of an
engineer. 17 W STOfi k:i0r_
J veirtiColly unless indicated other'I'Ase Use of green or treated
lumber may pose uracceptab?e envir('nrnanfol' healfhof peirforl-rance
risk,. Consurt with prollec 11 enigneer Lietore use?
1y Peview -,I[ p,r
ir(ors of this cesign, back, wrs,,:is c'nrJ he C)rA
U-_ Peviewirg S -..o* suffir ier' 20
Design -Sr fir; ies
rnanufo,- ,,j re- n ocl corclance with ANS/TPI 1 Quoly
CITY OF
ti Sk 4FORD
BUILDING DIVISION
REC01,10 ("1011Y
Product Approval Specification Form
I'D 1
Permit# #
Project Location Address
Applicant Z t.= .
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_.floridbuildin ".or ,
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.
1. EXTERIOR DOORS
Product Type Manufacturer Product Description
Florida Approval #
including decimal)
Swinging Therma Tru Smooth -Star / Benchmark 6'8" FL# 15225.5
Sliding Silverline FL# 14998.5
Sectional (Garage)
Roll Up
Automatic
Other:
Please Specify)
2. WINDOWS
Product Type Manufacturer Product Description
Florida Approval #
including decimal)
Single -Hung Silverline 2111 FL# 14911.2
Double -Hung
Horizontal Slider
Fixed
Casement
Awning
Projected
Mullions
Other:
Please Specify)
3. PANEL WALLS
Product Type Manufacturer Product Description
Florida Approval #
including decimal)
Siding
Soffit
Storefronts
Curtain Walls
Glass Block
Membrane
Wall Louver
Other:
Please Specify)
4. ROOFING PRODUCTS
Product Type Manufacturer Product Description
Florida Approval #
including decimal)
Shingles Certainteed Asphalt FL# 5444.1
Underlayment
Metal Roofing
Tile Roofing
Wood Shakes
Modified Bitumen
Single -Ply Membrane
Off -Ridge Vents Millennium Metals FL# 19567.1
Ridge Vents
Other:
Please Specify)
5. MISCELLANEOUS
Product Type Manufacturer Product Description
Florida Approval #
including decimal)
Skylights
Shutters
Other:
Please Specify)
Florida Building Code Online Page I of 3
I", mm ulls4v'
MK= A
DCIS Home Log In j User Registration Hot Topics j Submit Surcharge Slats & Facts Publications Contact Us BCIS Site Map Links Search
Product ApprovalF. 'k Adb "I r 00 USER: Public User
TV
Product or A olicatiors Search > 6p2ij0j0D_W > Application Patall
4-NX'11'111'1U=1=
FL # FL15225-R4
Application Type Revision
Code Version 2017
Application Status Approved
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission If necessary,
Comments
Archived
Product Manufacturer Therma-Tru Corporation
Address/Phone/Email 118 Industrial Drive
Edgerton, OH 43517
419) 298-1740
rickw@rwbidgconsultants.com
Authorized Signature Vivian Wright
rickw@rwbidgconsultants,com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation & Management Institute
Validated By Ryan J. King, P.E.
Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) 5141:14RIEd
101/l.S.2
ASTM E1886
ASTM E1996
ASTM E330
TAS 201, 202, 203
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL15225 R4 EqLjiv (a) Egtivglencv gL5jA-n-dAr-d-q-p—df
Product Approval Method Method I Option A
Date Submitted 09/21/2017
Date Validated 12120/2017
XM
1997
2002
2002
2002
1994
https:Hfloridabuilding.org/pr/pr—app—dtl.aspx?param=wGEVXQwtDqv3yVVKJZIQRAS... 9/27/2018
Florida Building Code Online Page 2 of 3
Date Pending FBC Approval
Date Approved
of
12/22/2017
FL # Model, Number or Name Description 1
15225.1 a. "Classic -Craft" and "Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and
by Therma-Tru" without Sidelites. Inswing and Outswing I
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant. No
Design Pressure: N/A
Other: See INST 15225.1-68 (6'8 Door Products), INST
15225.1-80 (8'0 Door Products) and INST 15225-68M (6'8
Door Products Direct to Masonry) for installation Instructions.
Note - Glazing Shall comply with ASTM E1300-04)
Certification Agency Certificate
FL15225 R4 C CAC 15225.1 NAM[
Quality Assurance Contract Expiration Date
12/31/2021
Installation Instructions
FI-15225 R4 11 (a n 2
EL15225 R4 11 (g) In 15225.1-80.odf
ELIS225 R4 11 (a) In5t15225-68M.t)df
FLlS225 R4 H FL-1522S.1 Gla7ing QtL.pfif
Verified By: Lyndon F, Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
IF I ' 5 -) ) 9 R4 A F (LO ty a 1; S. i
FIJ 5225 R4 AE (s1l EyLil 15225. L-8QL)(it
SQL,';" 25 R4 AE (a) Eval 1S225-68 fl.ff
Created by Independent Third Party: Yes
15225.2 b. "Construction Series" andI "Benchmark by Therma-Tru"
6/8 Opaque Steel Door with and without Sidelites. Inswing
and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL15225 R4 C CAC 15225.2 NAMI Cer
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2021
Design Pressure: N/A Installation Instructions
Other: See INST 15225.2-68 (68 Door Products) and INST R4 H 111 in,;t !,
15225-68M (6'8 Door Products Direct to Masonry) for R4 It ) [(I Ft ' -
installation Instructions. (Note - Glazing Shall comply with 1)5 R4 11 R-1 ) I--' (-.1azin Q- pdf
ASTM E1300-04) Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
EL15225 R4 6E (a) Eyal j5225,R-69jj2df
FL15225 R4 8E (g) FL-15225-65Mpdf Created
by Independent Third Party: Yes 152253
c. "Fiber -Classic" and "Benchmark by
Therma-Tru" 6/
8 and 8/0 Opaque and Glazed Fiberglass Door with and without
Sidelites. Inswing and Outswing Limits
of Use Certification Agency Certificate Approved
for use in HVHZ: No FL15225 R4 AC MI r s.-If Approved
for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact
Resistant: No 12/31/2021 Design
Pressure: N/A Installation Instructions Other:
See INST 152253-68 (6'8 Door Products), INST FL15?25 R4 If (a In 1 2 15225.
3-80 (8'0 Door Products) and INST 15225-68M (6'8 FL15225 R4 H (a) Inst 15225.3-80.r)df Door
Products Direct to Masonry) for Installation instructions. Note -
Glazing Shall comply with ASTM E1300-04. (This FL15225 R4 11 FL-15225.3 Glazing PgL.pSJf product
approval requires the use of ")" part number doors Verified By: Lyndon F. Schmidt, P.E. 43409 and
sidelites, which have been stained or painted within 6 Created by Independent Third Party: Yes months
of installation - Excludes Opaque Benchmark Door Evaluation Reports Panels.)
FLIS225 R4 AE (p) Eval 15225.3-68.12df FL15225
R4 AE (a) Eval 15225.3-89-g-of FL15225
R4 AE a al 22 -6 M -11' Created
by Independent Third Party: Yes 15225,
4 d. "Premium Series" and Premium ="Benchmm'
ark by Therma-Tru" 6/
8 and 8/0 Opaque Steel Door with and without Sidelites. Inswing
and Outswing Limits
of Use Certification Agency Certificate Approved
for use In HVHZ: No FL15225 R4 C CAC 15225.4 NAM,) Cgrts.ogf Approved
for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact
Resistant: Yes 12/31/2021 Design
Pressure, N/A Installation Instructions Other:
See INST 15225.4-68 (6'8 Door Products), INST FL15225 R4 11 (a) In FL-15225-6aMA. ff 15225.
4-80 (WO Door Products) and INST 15225-68M (6'8 FL15225 R4 11 (b) Inst 15225.4-68j)df Door
Products Direct to Masonry) for installation Instructions. FL15225 R4 11 (b) Inst 15225.4-80.t)df Note -
Glazing Shall comply with ASTM E1300-04) FLIS225 R4 H FL-15225.4GIazingPqL.,pdf Verified
By: Lyndon F. Schmidt, P.E. 43409 Created
by Independent Third Party: Yes Evaluation
Reports FL15225
R4 AE FL-15225-68MA-00f FL15225
R4 AE (b) Eval 15225,4-68 . pdf FL15225
R4 At (b) Eval 15225,4-89_,pSif Created
by Independent Third Party: Yes https:
llfloridabuilding.org/,,r/pi_app_dtl.aspx?param=wGEVXQwtDqv3yVVKJ2IQRAS... 9/27/2018
Florida Building Code Online Page 3 of 3
15225.5 e. "Smooth -Star" and "Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with andIbyTherma-Tru" I without Sidelites. Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FLIS225 R4 C CAC 15225.5 NAMI LgLLS,df
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2021
Design Pressure: N/A Installation Instructions
Other, See INST 15225.5-68 (6'8 Door Products), INST FL15225 R4 11 (a) Inst 15225.S-68,odf
15225.5-80 (8'0 Door Products) and INST 15225-68M (6'8 FL15225 R4 11 (a) Inst 15225.5-80.Ddf
Door Products Direct to Masonry) for installation instructions. FLIS225 R4 11 (a) Ins t 15225-68M.ndf
Note - Glazing Shall comply with ASTM E1300-04. (This FLIS225 R4 It FL-15225.5 Glazing -Det.,pdf
product approval requires the use of "J" part number doors Verified By: Lyndon F. Schmidt, P.E. 43409
and sidelites, which have been stained or painted within 6 Created by Independent Third Party: Yes
months of installation - Excludes Opaque Benchmark Door Evaluation Reports
Panels.) FL15225 R4 AE (a) Evs1l 15225.5-6a.pdf
FL15225 R4 AE (a) Eval 152_25.5-aQp f
FL15225 R4 AE (a) Eval 15225-68vi,gof
Created by Independent Third Party; Yes
15225.6 f. "Premium Series", "Construction 6/8 and 8/0 Opaque and Glazed Steel Door with Transoms.
Series" and "Benchmark by Therma- With and without Sidelites. Inswing and Outswing
Tru" with Transoms I
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other. See INST 15225.6-68 (6'8 Door Products) and
15225.6-80 (8'0 Door Products) for Installation instructions,
Note - Glazing Shall comply with ASTM E1300-04)
cilat=l
The State of Florida is an AA/EEO employer.
Certification Agency Certificate
FL15225 R4 C CAC 15225.o
Quality Assurance Contract Expiration Date
12/31/2021
Installation Instructions
FL15225 R4 11 (a In 522
FLI5225 R4 11 (a) Inst 15225.6-80.odf
FL15225 R4 11 EL-15225,6 Glazing Detj2df
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
R4 AE (a Eval I S?? -If
F1 1
Created by Independent Third Party: Yes
Ploc Fo".-ti
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487.1395. -Pursuant to Section 455.275
1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The
emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F,S., please
click JiM.
Product Approval Accepts -
IT U go Eq M
Credit Card
Safe
https:Hfloridabuilding.org/p-rl,nr_ap,n-_-d-tl.aspx?param=wGEVXQwtDqv3yVVKJZIQRAS... 9/27/2018
THERMA TRU DOORS
I IS INOUB"-L. OR.. EGOCRTON, OH 43517
Smooth -Star" and Benchmark by Therma-TruN
6'8" SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS '.
W/ & W/OUT SIDELrrES
INSWING / OUTSWING
INSULATED FIBERGLASS DOOR WITH WOOD FRAMES
t05_VMAY.0VERALL FRAME WIDTH
1 2 3
S 5
5fi-
j
m 5
1 I
tj it 11 11 1' it 11 it 1+ i "
QOQ
C-eneloi Notes 1 2 3 4 S s 1 2 3 4 S 6
1. This product anchoring drawing has been developed In compkmce with the 2010 Florida DOUBLE W/ SDELITES OXXO SINGLE W/ SIDELRES OXo
Building Code (RC) excluding the "High Velocity Hurricane Zone". See the Certification MAX DESIGN PRESSURE MAX DESIGN PRESSURE Li
Agency certificate for sitin specifications and ratings. 55.0 -55.0 40.0 -40,0
2. Product anchors shod be as fisted and spaced as shown on deters. Anchor embedment
to base material shall be beyond wall dressing, stucco, foam, brick and other wofi 74—V MAX. S&W MAX.
coverings. 37.5U MAX OVERALL WIDTH OVERALL WIDTH
II
3. Wood screws shofi be WOW Blowing installation Instructions of ANSU AF&PA N 2005. iWIDTHS
Afi other fastener types to be Installed following fastener manuiactmes insta9aC I I 5 S S S S
Instructions.
4. Fastener embedment depths, edge distances and center -center distances be as it
specNied by the fastener manufacturer but in no instance shed they be less t n shown in a T a O.H.I+
5
t' F"i' + I, ,
thhdrawing. 5
001 i' '! 1' 1 i' +1 1' +i
4
they h+d ! sfdY material that compiles5. Where stirs ore used, t must be O piles ' h the 5
O.N
S 5 '+ I{
requirements of fhe 2010 FBC. 5 j"j
6. Positive and negative d we re uiIements for use with this drawingall bedesignpressU . ny
cO
i+
determined by others for specific jobs In accordance with the governingof
7. Site con cations not covered by this drowing are subject to further engineering not-.
s
TAB E OF CONTOM
SHEET# DESCRIPTION
I Typical elevations, design pressures & general notes
2 Buck a
3 from anchoring
4 frame onchcdV & bill of motedols
5 Hadzontd & verlicol sxoss secliom
6 Verficol arns sectim
SINGLE X DOUBLE XX SINGLE W/SIDELITE OX
MAX DESIGN PRESSURE MAX DESIGN PRESSURE MAX DESIGN PRESSURE rE 212111
67.0 -67.0 +55.0 -55.0 +40.0 -40.0 WAM N.T.S.
aWa BY,, JK
LOCK HARDWARE MFG d SERIES 04K erc L Ff
KWMMSIGNATURE SERIES lAYCH
DPAMW AD„
KmKSETSIGNA111RESEVES730 DEADDOLT
FL-15225.5-
s1w 7 a +
MASONRY J
OPENING
2X BUCK J
n'
4' 4' 4
I1
11
4 SHOWNNFOR
it
I I 0 MULLION /!
TYP- I l REFERENCE I SHOWN FOR-' 1 I
HEAD I REFERENCE 11
do JAMBS 11
SEE NOTE 1 11
I I
11
11
ASTRAGAL II
11 SHOWN FOR 11
I REFERENCE IJ
11 II
11 Ii
MASONRY /
OPENING
2X BUCK —
0d==ram
II
11 MULLION
4 II SHOWN FOR
TYP, II REFERENCE
HEAD I 1
JAMBS
SEE NOTE 1
I 1
11
II
II
I!
I
1!
MASONRY
OPENING-
2X BUCK —
U
4'--1-1--1 4'
1 t
I II
I 1 MULLION ! 1
4 ! ! SHOWN FOR 1)
j REFERENCE 11
HEAD I I i 1
JAMBS II
SEE NOTE 1 11
11 1
MULLIONSOWN FOR
I 1
11 REFERENCE 11
II
I1 II
11 II
DOUBLE
BUCK
W,(SIDELITES SINGLE W/SIDELITE
BUCK ANCHORING
SINGLE W/SIDELns
BUCK ANCHORINGANCHORING
8" 4
i r " NOTES:
4•
Y "
1. 114" Sco Concrete screws anchoring tic buck require a
minimum I"clearance to masonry edges, a I-114" minimum
r `• J embedment and a minimum 4'cleorance to odjacent
concrete screws. Substitution of equal concrete screws from a 4
MASONRY
OPENING
4
TYP. HEAD
different supplier may hove different edge drstonce and
center distonce requirements, Concrete screw locations at the
MASONRY
OPENING TYP. HEAD
JAMBS ASTRAGAL comers, at mullion locations, and at ostrogol locations may be JAMBS
SEE NOTE 1 SHOWN FOR odµrsted to maintain the minimum edge distance to mortor SEE NOTE 1
REFERENCE joints. if concrete screw locations noted as MAX. ON CENTER" rx
2X BUCK must be odi sted to maintain the minimum edge distance to ti
z mortar joints, additional concrete screws may be required to 2X BUCK w
ensure the maximum on center dimension is not exceeded. O
0 zo
2. 2X buck min. S,G. 2055.
II 0
10 II
t`•
er. JK
Of: LFv
o.:
15225.5-
2 a I I
D- £'
33'' . C. [
6
I I I l l I l I
in MULLION err
1B SHOWN FOR _
REFERENCE
A w/2x BUCK INSTALLATION
O
9 w/1X BUCK INSTALLATION r
TYP. HEAD do JAMBS
SEE NOTE 1 -
SEE NOTE f
C" -D' E.
VIEW "C"-'C" SINGLE DOOR W,f IDS ELITES
Ir"r22of IN
PAtRS ;
c. V A"
O
3 TYP. 3"
i
O UnfN44xtam Q
a
C4 M N N
O
SEEVjDETAIL '4" o I SEE w a
DETAIL
OTE 7
to
VIEW "E"-"E" VIEW D•-•D'
snowy wl OMMAL CMUMATED
FAi77OOM MV 130 (YM ALL
Ovain: TO DOOR J" comi crro is)
NOTES:
1. 1/4' lTW concrete screws anchoring frame ondlor sM require a minimum 2-1/2" cleorance to
masonry edges, a 1-114" minimum embedment and a minimum 3" clearance to adjacent
concrete scram. Substitution of equal concrete screws from a different supplier may have
different edge distance and center distance requirements. Concrete screw locations at the
comers, and at mtAon locations, may be odjusted to maintain the minimum edge distance to
mortarjoints. if concrete screw locations noted as 7AAX. ON CENTER" must be adjusted to
maintain the minimum edge distance to mortar joints, additional concrete screws may be
required to ensure the maximum on center dimensions not exceeded.
4. 3116" f11N concrete screws anchoring frome ondlor sRE require a minimum 2-518" clearonce to
masonry edges a I-114" minimum embedment and a minimum 2-1/4" cleoronce to ocJfacent
concrete screws unless otherwise noted by concrete screw monutacturer
3, The sidefrle is direct set into the jamb with (12) #8 x 2" p1h. wood screws. There are (4) at each vertical
jamb, from the top down at 13.5, 31 , 48.5" 8 66". There ore (2) at the header of 4" from the
outside comers of the frame. There ore (2) at the sM 4" from the outside comers. 4,
For optional sitetite construction with staples, sidetite is direct set into the jamb with (4) J/rb" X 1-
3/4" 16 ga. staples along each jamb (6" from ends and equally spaced thereafter). B,
i"
A" 6")
L
1
Sf N r
MULLION
A INSSTALLATION SHOWN
FOR _ « w/iX BU - REFERENCE >:
9 1MALIATION W/
2X BUCK INSTALLATION q"
TYP.
HEAD do JAMBS
W11
X BUCK INSTALLATION o U SEE N t TYP.
HEAD do JAMBS. SEE
NOTE 1 SEE
NOTE 1 - SEE
NOTE 1 9 i
76 vi f8 SEE - nw
9 - SEE DETAIL "1 i
n 5 DETAIL 2' 11 e
e
DETAIL "
6" W/
2X SUCK 2 INSTALLATION
W/
1X SUCK 11 INSTALLATION
SEE
NOTE 2 DETAIL "
2" W/
2X SUCK 2 INSTALLATION
W/
1X SUCK INSTALLATION
12 I • C SEE
NOTE 1 f
DETAIL "
I " s
C
1
DETAIL "
4' N
w
zom
8 0
9mtEs d
q aAdaoil4,
vTdj G t3 or,
JK m et
LFS 3 Rnoc >
m.; 15225,
5-68 0 n
3 OF 6
2-1/2- MIN. FROM 2-1 IT MIN. FROM
MASONRY EDGE MASONRY EDGE
TYP.) MIN. FROM 1"MIN. FROM
MASONRY EDGE — MASONRY EDGE—
TYP-) (7YP-)
103
F-1v m v vilil
1 X BUCKY
A
C5 x 2X BUCK
INTERIOR EXTERIOR
INTERIOR EXTERIOR
INTERIOR
I-"\ HEAD JAMB /2 " HEAD JAMB
Tomsm.nh-Wow& Tnoswing dsho. IINTERIOR
z A
EXTERIOR
3
HEAD
JAMB To 2.
ng Wb4YCk
inswishown
V)
X ffpqgRl0R 0
K"
EXTERIORZz0.]S"
WJN. C-SINK 7
J.2MAX- o 3:,' SPACE —
025'MAk m
SHIM SPACE
li 1.15'
MIN EMS. 1,15"
MtN.
125"MIN. EMB.
AB. TYP. 61
H I .
utWG2121112 1'
4 VERTICAL
SIDE JAMB VERTICAL SIDE JAMB N.T.S. To 2. svbbk
To wood fro. Mr. or i Inswing shown tm%
ft shown eft W. LFS
DRIOW NO- FL-
15225.5-
SsW -5
z a:
2-1/2"MIN. FROM i 2-1/7'MIN. FROM
MASONRY EDGE MASONRY EDGE
TYPJ (TYP-)
I-"\ VERTICAL CROSS SECTION
b Inswing configuralion
2-1/2"MIN. FROM___2-1/2- MIN. FROM
MASONI MASONRY EDGE
TY, (TYP-)
4"\ VERTICAL CROSS SECTION
b inswing conFqxotion
2-1/7' MIN. FROM 2-1/2' MIN. FROM
MASONRY EDGE MASONRY EDGE
TYP-) (TYP-)
VERTICAL CROSS SECTION
Outswing conWofiDn
EXTERIOR INTERIOR
7
iIFI
2-1/2" MIN. FROM 1 2-1/2' MIN. FROM
MASONRY EDGE - MASONRY EDGE
TYP-) PP.)
5'\ VERTICAL CROSS SECTION
d Oft." cwfigfi..
Akymag,orm/m/mor- IMINORVAI
0=1401, %11 1 IS61
2-1 IT MIN. FROM 2-1/2' MIN. FROM
VU? Y-F I f--E— --L--t L & -1, flkl?YLEWr-f--
r3 ` VERTICAL CROSS SECTION
ILI/
EXTERIOR INTERIOR
Z
2-1/7'MIN. FROM 2-1/2"MIN. FROM
MASONRY EDGE MASONRY EDGE
PP.) (TYPI)
VERTICAL CROSS SECTION
OWI,,4,,g c.figtin WAm- N.T.S.
m or. JK
cm ot
DPAWW HO
FL- 15225.5-68
smmi _L or 6
R
W R W Building Consultants, Inc.
B // Consulting and Engineering Services for the Building Industry
l,-.. P.O. Box 230 Valrico, FL 33595 Phonc 813,659.9197
Florida Bound or Proressional Enbinccrs Certificate of Authorization No. 9813
Product
Category Sub Category Manufacturer Product Name
Swinging
Therma Tru Corporation Smooth -Star" and "Benchmark by Therma-Tru"
Exterior
Exterior Door
118 Industrial Dr 6'8 Single & Double Opaque or Glazed Panels w/ & w/o Sidelites
Doors
Assemblies Edgerton, 01-143517 inswing I Outswing
Phone 419.298.1740 Insulated Fiberglass Door with Wood Frames
Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for
Therma Tru Corporation, based on Rule Chapter No. 9N-3, Method 1A of the State of Florida Product Approval, Dept. of
Business & Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest In the company manufacturing
or distributing the product or in any other entity involved In the approval process of the product named herein.
Limitations:
1. This product anchoring has been developed in compliance with the 2010 Florida Building Code (FBC) structural requirements excluding the "High
Velocity Hurricane Zone". See the Certification Agency Certificate for sizes, specifications and design pressure ratings.
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. Wood screws shall be installed following installations instructions of ANSI AF&PA NDS 2005. All other fastener types to be installed following fastener
manufacture's installation instructions.
4. Fastener embedment depths, edge distance and center -center distances shall be specified by the fastener manufacture, but In no Instance shall they
be less than shown in drawing FL-15225.5-68.
5. Where shims are used, they must be a "rigid / stiff" material that complies with the requirements of the FBC.
6. Positive and negative design pressure requirements for use with drawing FLA5225.5-68 shall be determined by others for specific jobs in accordance
with the governing code.
7. Site conditions that deviate from the details of drawing FL- 15225.5-68 require further engineering analysis by a licensed engineer or registered architec
Supporting Documents:
1. Test Report NoNo. Testt 3taLldard
ETC-01-741-10702.0 ASTM E330-02 / TAS 202-94
ETC-01-741-11008.0 ASTM E330-02 / TAS 202-94
TEL 01460147 ASTM E330-02 i E1886-02 / E1996-02
2. Drawing- J o. Prea e b No.
FL-15225.5-68 RW Building Consultants, Inc. (CA #9813) 3.
Gatgulations PreQa eE db_vProduct
Anchoring RW Building Consultants, Inc. (CA #9813) Buck
Anchoring RW Building Consultants, inc. (CA #9813) PF
1208 Sheet 1 of 1 jesting
Laborato Sued by ETC
Laboratories Wendell W. Haney, P.E. ETC
Laboratories Joseph L. Doiden, P.E. Testing
Evaluation Lab. Lyndon F. Schmidt, P.E. Signed &
Sealed bv_ Lyndon
F. Schmidt, P.E. Signed &
Sealed b Lyndon
F. Schmidt, P.E. Lyndon
F. Schmidt, P.E. G
Lyndon
F. Schmidt, P.E. FL
PE No. 43409 2/
20/2012
Florida Building Code Online Page I of 3
lvIrTIl"lllll""V" IN lll,,"I'llkl<ll; 1111 W-1
BCIS Home Log fit Use, Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us j BCIS Site Map Links Search
Product ApproVall
USER: Public UserdI
b r
App1G.4Mpj.M > Application Retail
INFL # FL14998-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Silver Line Building Products Corp.
Address/Phone/Email One Silverline Drive
North Brunswick, NJ 08902
732) 435-1000
jonberrian@slt)p.corn
Authorized Signature Jon Berrian
jonberrian@slbp,com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Hermes F. Norero, P.E.
the Evaluation Report
Florida License PE-73778
Quality Assurance Entity Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date 08/03/2021
Validated By Locke Bowden P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
51
AAMA/WDMA/CSAIOI/I.S.2/A440
ASTM E1886
ASTM E1996
TAS 201
TAS 202
TAS 203
X"t
2011
2005
2012
1994
1994
1994
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1
Product Approval Method Method 1 Option D
Date Submitted 06/19/2018
Date Validated 06/20/2018
Date Pending FBC Approval 06/24/2018
Date Approved 08/15/2018
Summary of Products
FL # Model, Number or Narn. Description
I- 14998.1 Senes/50 Series (5500/5700) Gliding Pat,. Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant. No Created by Independent Third Party: Yes
Design Pressure; N/A Evaluation Reports
Other: See Installation Instructions and Product Evaluation kl_'V?""' P111,
Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes
requirements and limits of use.
14998.2 f V3 Series/70 Series (5800) Gliding Patio Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P,E, 73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure. N/A Evaluation Reports
Other: See Installation Instructions and Product Evaluation f ALJPL<_,_LLI,'',, 2 _,_ 1_2_D_
Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes
requirements and limits of use.
14998.3 V3 Series/70 Series (5800) Gliding Patio Door
Limits of Use Installation Instructions
Approved for use In HVHZ: No 2
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant; Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other, See Installation Instructions and Product Evaluation LL L4 R4 /L I --,Ll, 1' Q I _U L2_ _
Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes
requirements and limits of use,
14998.4 V3 Series/70 Series (5800) Gliding Patio Door
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes E11499a-g4-R-5WD04055_2QI7AQ-ZQ.pdf
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure. N/A Evaluation Reports
Other: See Installation Instructions and Product Evaluation 1 A i ail 3 1
Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes
requirements and limits of use.
14998.5 V3 Series/70 Series (5800) Gliding Patio Door
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See Installation Instructions and Product Evaluation LL l
Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes
requirements and limits of use.
j :: T IS 9 EWat_ft5g-4U-jM
The State of Florida is an AA/EEO employer, Q'id- :: 0t b1.tglpSpt::
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
nail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487,1395, *Pursuant to Section 455.275
1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Oepartment with an email address if they have one. The
emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F,S., please
click bjrf_.
Product Approval Accepts:
RE 0 Eck M
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DOORSSILVERLINEWINDOWSAND
r t SERIES
GLIDINGPATIO tIf' :tf
GENERAL NOTES
1, THE PRODUCT SHOWN HEREIN 15 DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION
FLORIDA BUILDING CODE {FBC), INCLUDING HVHZ AND HAS
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
TAS 202-94
2, ADEQUACY Of THE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT Of
INSTALLATION.
3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION 15 THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD
FOR THE PROJECT OF INSTALLATION,
4, THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ
AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO
BE OBTAINED FROM MIAMI-DADE RER OR AHJ,
5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
6. WINDOW FRAME MATERIAL: PVC
7, GLASS MEETS THE REQUIREMENTS Of ASTM E 1300 GLASS
CHARTS. SEE SHEET 1 FOR GLAZING DETAILS.
DESIGN PRESSURE TABLE
SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING
71,625" X 80.0" XO 50/-50 PSF NON -IMPACT
TABLE OF CONTENTS
SION SHEET DESCRIPTION
GENERAL NOTES & GLAZING DETAILS
ELEVATIONS &ANCHOR LAYOUTSUs- VERTICAL SECTIONS
HORIZONTAL SECTIONS
ANCHOR DETAIL & SCHEDULE & INSTALLATION NOTES
COMPONENTS & BILL OF MATERIALS
1" O.A,I-G
1/8" TEMPERED GLASS
AIR SPACE
1/8" TEMPERED GLASS
EXTERIOR
INTERIOR
GLAZING SPACER
INTERCEPT
115 SILICONE
0.5' MIN. GLASS J Y —
SETTING BLOCK
SITE
GLAZING DETAIL 1
GLAZING NOTE:
GLASS THICKNESS AND TYPE SHALL
COMPLY WITH ASTM E-1300 GLASS
CHARTS REQUIREMENT
SIIvE.'
4
Line
F.E' E
Z. sev»s' wi s 2
U AZT
W a m
2-, Z aJT:
Op Zx'z31O
o7 ao G
3
xn LD 2
q W
3- a
16TH FBC EDITION I FM 110/17 1
nrn az ¢zaecmacEo u+w E as annT
s arsem a w ,ns, x. renA:,z. as rons. »w«uairvr.occraa
M4aFIpGS TOi U xi f gaERW.IED ahL+
QA.ft sQ—d Nore. P,E
7
CtTR1U',..' U
ONWA EEatp1, ii 3 P3
rent am. a .un+aa.+Ran la ass-a
FL #:
FL14998
DATE: 09.28.17
DWG. BY: CHK, SY:
SCALE: TUTS
DWG. #: S V V D041
SHEET:
f' U
OF 6
UNIT MAX.
WIDTH 71,625
D.L.O MAX.
WIDTH 31.75,
A
UNIT X" .0. MAX.
HEIGHT
747
D.L.O. MAX,
HEIGHT
72.18"
ELEVATION
2.0" FROM
CORNER (TYP.)
OM
4" (TYP.)
7.0'FROM
CORNER (TYP
735"(TYP)
5.0"FR
MAX. fTYP.) CORNER
V,
23.5- (TYP)
4- MAX, (TYP.)
2.0" FROM j
CORNER MP.)
ANCHOR LAYOUT
NAIL FIN
UNIT MAX.
WIDTH 72.0"
D.L.O MAX.
WIDTH 31.5
I T
UNIT
MAX.
HEIGHT
4
7,0" FROM
CORNER (TYP.)
ELEVATION
ANCHOR LAYOUT
THROUGH FRAME
D.L.O. MAX.
HEIGHT
72,18"
tfflaljrfrzl
Pitu
WORTH SRV,K, W 9 W2
RH.(Vo 34.228
z
oo
cc
z zx1515
0
Ing-'
ID
o
REMARKS BY DATE
6TH F
XT A. T
0** FROM
NER (TYP.) F
tu
910NAL
ft*tIDA PZ - 73M
BmDft MW% T
MEN A sew, sou f
o_ SEACK FL
F8K m 6 xm rcmMe. 2YSFA TYP.)
FL #: FL14998
DATE:
09.28.17 DWG.
BY: CHK. BY: CL
I HFN SCALE:
NTS DWG. #:
SWD041 SHEET:
2
Florida Building Code Online Page I of 3
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db L I
Product Approvalrr
USER: Public User
AaWj=qq_Lj8 > Application Detail
FL # FL14911-RI0
Application Type Revision
Code Version 2017
Application Status Approved
Publications Contact Us 6CIS Site Map Links Search
Comments public comment, 05/18/18
Archived
Product Manufacturer Silver Line Building Products Corp,
Address/Phone/ Email One Silverline Drive
North Brunswick, NJ 08902
732) 435-1000
jonberrian@slbp.com
Authorized Signature ]on Berrian
jonberrianQslbp.com
Technical Representative ]on Berrian
Address/Phone/Email One Silverline Drive
North Brunswick, NJ 08902
732) 435-1000
jonberrian@slbp.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Hermes F, Norero, P.E.
the Evaluation Report
Florida License PE-73778
Quality Assurance Entity Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date 08/03/2021
Validated By Locke Bowden P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence LLI"I'Ll -11-, 11)df
Referenced Standard and Year (of Standard) 51andArd Y-9m
AAMA/WDMA/CSA/101/l.S.2/A440 2008
AAMA/WDMA/CSA/101/l.S.2/A440 2011
ASTM E1886 2005
ASTM E1996 2006
ASTM E1996 2009
ASTM E1996 2012
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
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Florida Building Code Online Page 2 of 3
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method I Option D
Date Submitted 04/20/2018
Date Validated 04/20/2018
Date Pending FBC Approval 05/01/2018
Date Approved 06/12/2018
Date Revised 08/17/2018
Summary of
FL # Model, Number or Name
14911.1 VI Series/50 Series (2000)
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure. N/A
Other: See Installation Instructions and Product Evaluation
Report for allowable design pressures, sizes, installation
requirements and limits of use.
14911.2 1 V1 Series/50 Series (2 111)
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: See Installation Instructions and Product Evaluation
Report for allowable design pressures, sizes, installation
requirements and limits of use.
Description
Single -Hung Window
Installation Instructions
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
20 1
Created by Independent Third party: Yes
Single -Hung Window
Installation Instructions
Verified By: Hermes F, Norero, P.E. Florida P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
14911.3 1 VI Series/50 Series (2200/2300) 1 Single -Hung Window
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure. N/A
Other. See Installation Instructions and Product Evaluation
Report for allowable design pressures, sizes, installation
requirements and limits of use.
14911.4 1 VI Series/70 Series (2127)
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: See Installation Instructions and Product Evaluation
Report for allowable design pressures, sizes, installation
requirements and limits of use.
14911.5 V1 Series/70 Series (2127)
Limits of Use
Approved for use in HVHZ, Yes
Approved for use outside HVHZ; Yes
Impact Resistant: Yes
Design Pressure: N/A
Other. See Installation Instructions and Product Evaluation
Report for allowable design pressures, sizes, installation
requirements and limits of use.
Installation Instructions
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
I j It R10 Al PiR'd
Created by Independent Third Party: Yes
Single -Hung Window
Installation Instructions
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
LLLg21_1_R_1 Q_ A! t1_11L_lLi
Created by Independent Third Party: Yes
Single -Hung Window
Installation Instructions
Verified By: Hermes F. Norero, P.E. Florida P,E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
11 1 1 LLA:1 If
Created by Independent Third Party: Yes
14911.6 V1 Series/70 Series (2907/4907) Single -Hung Window
Limits of Use Installation Instructions
Approved for use In HVHZ: No
Approved for use outside HVHZ*. Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
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Florida Building Code Online Page 3 of 3
RL 1 4, Other: See Installation Instructions and Product Evaluation i i "s 2
Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes
requirements and limits of use. I
contactUs:: ZkQIJWAL.'i Mqat-KL-422-0" The
State of Florida is an AA/EEO employer, CQpyrL :: Priv c i c Accessibility-5=11101 :: ff9(VDA§t-ALtMUA Under
Florida law, email addresses are public, records. It you do not want your e-mail address released in response to a public -records request, do not send electronic, mail
to this entity. Instead, contact the office by phone or by traditional ni If you have any questions, please contact 850,487.1395. 'pursuant to Section 455.275 1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The ema
its provided may he used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click
DSM. Product
Approval Accepts: M-
7W1 *0 Fk M Gredit
Card Safe
https://
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GENERAL NOTES
1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION
FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
AAMA/WDMA/CSA 101/IS.2/A440-11
2, ADEQUACY Of THE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. IX AND 2X BUCKS {WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION 15 THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD
FOR THE PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
SITE, IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ
AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO
BE OBTAINED FROM MIAMI-DADE RER OR AHJ.
S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
6, WINDOW FRAME MATERIAL: PVC
7, GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS
CHARTS. SEE SHEET 1 FOR GLAZING DETAILS.
DESIGN PRESSURE TABLE
SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING
36.0" X 62.0" D/X s50/-50 PSF NON -IMPACT
45.0" X 62.0" O/X 40/-40 PSF NON -IMPACT
52.0" X 73.0" O/X
30/30 PSF NON -IMPACT
V1 SERI ES150 SERFS
SINGLE HUNG WINDOWS (2111)
TABLE OF CONTENTS
SHEET REVISION SHEET DESCRIPTION
1 GENERAL NOTES & GLAZING DETAILS
2 ELEVATIONS & ANCHOR LAYOUTS
3 VERTICAL SECTIONS
4 HORIZONTAL SECTIONS
S ANCHOR DETAIL & SCHEDULE
5/8" O.A.
INSULATED GLASS
EXTERIOR INTERIOR
1/2" MIN. GLASS
BITE GLAZING DETAIL
GLAZING NOTE:
GLASS THICKNESS AND TYPE SHALL
COMPLY WITH ASTM E-1300 GLASS
CHARTS REQUIREMENT
Silver Line
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6TH FRC EDITION I FM 10/17
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Date:2 01 - 3F20.NA4 _
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6TH FBC EDITION FM 10/17
VERTICAL SECTION EXTERIOR INTERIOR
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FL #:
FL14911
DATE: 09.20.17
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HORIZONTAL SECTION
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INTERIOR
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A-) FIXED JAMB
16TH FBC EDITION I FM 110/17 1
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FL #:
FL14911
DATE: 09.20.17
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IN
4
MIN. EDGE DISTANCE
SUBSTRATE BY OTHERS 3/8" MAX. SHIM SPACE
SUBSTRATE BY OTHERS
O
INTERIOR
MIN. EMS, TO BE INSTALLED
ABOVE MEETING RAIL
J TO BE INSTALLED
3/8„ MAX l
BELOW MEETING RAIL
SHIM SPACE
MIN' OC= EXTERIOR
EXTERIOR INTERIOR EDGE DISTANCE
MIN. EMS.
A ANCHOR DETAIL g ANCHOR DETAIL
THROUGH FRAME (HEAD) THROUGH FRAME (JAMS)
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
2, THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED
FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED.
3, INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF ±1/2 INCH THE DEPICTED LOCATION
SPACING IN THE ANCHOR LAYOUT DETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES).
TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM
ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.
SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR SETTER.
S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO
STUCCO, FOAM, BRICK VENEER, AND SIDING.
6, INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE Of CORROSION RESISTANT
MATERIAL OR HAVE A CORROSION RESISTANT COATING.
7. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR
JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE
SHELL OF BLOCK.
8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS
THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.
ANCHOR SCHEDULE
METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT
MIN.. EDGE
DISTANCE
WOOD: MIN. SG = 0.55 #10 WOOD SCREW 1.5" 0.75'
METAL: 18 GAUGE 3 THREADS MIN
Steel, MIN. Fy = 33KSI
10 TEK SCREW PENETRATION BEYOND 0.75'
THROUGH FRAME METAL
CONCRETE:
3716' ITW TAPCON 1' 2.5"
fc=2000PS1
2.5` MASONRY: CMU per 3116' ITW TAPCON 1'
ASTM C90
NOTE:
1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE
ADJUSTED TO MAINTAIN 1" MIN. CENTER TO CENTER
SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C.
SPACING SPECIFIED IS NOT EXCEEDED.
2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK.
1/4" ITW TAPCON ANCHOR
4" FROM CORNERS
16" MAX. O.C. THEREAFTER
2X WOOD BUCK OF SUFFICIENT
DEPTH TO FULLY SUPPORT
WINDOW FRAME.
BY OTHERS
1 1/4" MIN.
EMBEDMENT + 1 1/2" MIN. EDGE
DISTANCE
2" MIN.EDGE
DISTANCE CONCRETE/ MASONRY
BY OTHERS
BUCK INSTALLATION DETAIL
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FL d:
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DATE: 09.20.17
DWG. BY: CHK. 8Y;
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Florida Building Code Online Page I of 2
S 95 11 ZZINs+, S al1Y£g.
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search
ApprovaldbpProductUSER: Public User
AapjicVQ List > Application Detail
sir '*"d p tt,Moog, j
w
FL # FL5444-R14
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer CertainTeed Corporation -Roofing
Address/Phone/Email 20 Moores Road
Malvern, PA 19355
610) 893-5400
mark.d.harner@saint-gobain.com
Authorized Signature Mark Harrier
mark.d.harner@saint-gobain.com
Technical Representative Mark D. Harrier
Address/Phone/Email 18 Moores Road
Malvern, PA 19355
610)651-5847
Mark.D.Harner@saint-gobain.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 03/09/2020
Validated By John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Standard
ASTM D3161
ASTM D3462
ASTM D7158
Y"r
2016
2010
2011
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Florida Building Code Online Page 2 of 2
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method i Option D
05/30/2018
06/05/2018
06/07/2018
08/15/2018
FL # Model, Number or Name Description
5444.1 CertainTeed Asphalt Roof Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural
asphalt roof shingles
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL5444 R14 NA !RRTAINT ED ASPHpI
Approved for use outside HVHZ: Yes SHINGLES FL5444-R14.odf
Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Refer to ER Section 5 for Limits of Use Evaluation Reports
Created by Independent Third Party: Yes
g9n44SLUa :: 2601 BlaicmeRoad. T II s F Phone: 850-487-1$24 The
State of Florida is an AA/FFQ employer. - :: Privacy Statement :: 9s.SgAg4flSilL$j4MMnS :: B£t4ln9-.Statement Under
Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail
to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275 1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click
bgM. Product
Approval Accepts: EE
Credit
Card Safe
https://
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NEMOAetc.
Certificate of Aumorizotion#3z45s
53Christian Street, Unit #13 Oxford,
CTU647Q uf4203)
262-9245 ENGINEER
EVALUATE TEST CONSULT [snT|Fv CertainTeed
Corporation Evaluation Report 3532.09.0SR1S 20Moores
Road FL5444-1114 Malvern, PAI8355
Date ofIssuance: Og/%Z/ZOO5 610)651-5847
Revision 15'05/2g/2o18 SCOPE: This Evaluation
Report
is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in
the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, F.E. for use of the
product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been
evaluated for compliance with the 6 Ih Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt
Roof Shingles. Wmcuws: Labeling shall
be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC1Sn7.2.
7.1/R905.2/6.2 CnmnwuEoCoMpuxmmc:ThisEva\uat|
onReportisva\iduntUthenamedproduu(s)chan8es^nherefeencedQva|ityA» umnce documentation changes, or
provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named
client constitutes agreement to notify Robert N|eminen' P.E. of any changes to the pvoduct($. the Quality Assurance or the
production facility |ocadon(x). NEk4O Ietc requires acomp{ete review of this Evaluation Report relative to updated Code requirements
with each Code Cycle. AuvsxneMsmr The Evaluation
Report number preceded by the words ^NEK4O|etz. Eva|uated" may be displayed in advertising literature. If
any portion of the Evaluation Report is displayed, then it shall be done in its entirety. mspscnum Upon request,
a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall
beavailable for inspection at the job site atthe request ufthe Building Official. This Evaluation Report consists o/pages
1through 15. Prepared by: Robert &M.Nieminen, P.E.
Florida Registration
No. 59166, Florida OCA ANE1983
The facsimile seal appearing was authorized by Robert w/"°/"""'p,co"o*zw20m.rm^does
not ,o°,a,^"electronically IN signed document. CERTIFICATION o,INDEPENDENCE:
z.
Nc^
xO|etc.
does not have,
nor does it intend to acquire, or will it acquire, a financial interest in any company manufacturing or distributing products xevaluates. z. NEMO Jetc. is
not owned, operated
or controlled by any company manufacturing or distributing products it evaluates. a. Robert micm|nen^p.s. does
not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued,
4. Robert Nienninen, P.E. does not
have, nor will acquire, a financial interest in any other entity involved iothe approval process vfthe product. This is a building code evaluation. mrinhr,
Nsxxo|
etz. nor Robert Niem.neo' P.E. are, in any way, the Designer ofRecord for any project onwhich this autpreviousme m|v nnepv,n,
veo"heuti,/wao"*vdfo,ue"nim^av'dey}Dn*vidanceon|eoretai"ed specifically for that purpose.
NNEMOJetc.
ROOFING SYSTEMS EVALUATION:
No
Product Category: Roofing
Sub -Category: Asphalt Shingles
Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have
demonstrated compliance with the following sections of the 611 Edition (2017) Florida Building Code and 61 Edition
2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
Section
1507.2.5, R905.2.4
1507.2.7.1, R905Z6.1
1507.2.71, R905.2.6.1
Pronartv
Physical Properties
Wind Resistance
Wind Resistance
ASTM D3462
ASTM D3161
ASTM D7158
Year
2010
2016
2011
fflter EgMigation Reference pale
UL (TST 1740) ASTM D3161 94NK9632 05/15/1998
UL (TST 1740) ASTM D3161 99NK26506 11/23/1999
UL (TST 1740) ASTM D3161 03CA12702 05/27/2003
UL (TST 1740) ASTM D3161 03CA12702 06/16/2003
UL (TST 1740) ASTM D3161 03NK29847 10/03/2003
UL (TST 1740) ASTM D3161 04CA11329 05/24/2004
UL (TST 1740) ASTM D3161 04CA32986 12/03/2004
UL (TST 1740) ASTM D3161 05NK07049 04/15/2005
UL (TST 1740) ASTM D3161 05NK16778 05/12/2005
UL (TST 1740) ASTM D3161 05CA16778 05/12/2005
UL (TST 1740) ASTM D3161 05NK14836 05/22/2005
UL (TST 1740) ASTM D3161 05NK22800 06/22/2005
UL (TST 1740) ASTM D3462 R684 09/21/2005
UL (TST 1740) ASTM D7158 05NK08037 06/28/2006
UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009
UL (TST 1740) ASTM D3462 IOCA41303 10/07/2010
UL (TST 1740) ASTM D3161 IOCA41303 10/08/2010
UL (TST 1740) ASTM D7158 10CA41303 10/27/2010
UL (TST 1740) ASTM D3161 & D3462 IOCA44960 11/11/2010
UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013
UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014
UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014
UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014
UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015
UL LLC (TST 9628) ASTM D3161 4786821352 02/21/2015
UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015
UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016
UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787592174 10/21/2016
UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016
UL LLC (TST 9628) ASTM D3462 4787380357 10/13/2016
UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016
UL LLC (TST 9628) ASTM D3161 4787380357 11/09/2016
UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017
UL LLC (TST 9628) ASTM D3161 & D3462 4788042412 11/15/2017
UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4788362767 03/03/2018
UL LLC (QUA 9625) Quality Control Service Confirmation Exp.03/09/2020
NEMO ETC, LLC Evaluation Report 3532.09.05-RI5
Certificate of Authorization #32455 6T' EDITION (2017) F8C NON-HVHZ EVALUATION FL5444-R14
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision IS: 05/29/2018
Page 2 of 15
NNEMO I etc.
4.1.1 CT20'", XT'" 25, XT"30 and XT'" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles.
4.1.2 Arcadia', Belmont', BelmontO IR, Carriage House Shingle®, Grand Manor ShangleO, Landmark'", Landmark'"" IR,
Landmark'"" Pro, Landmark`"" Pro Solaris, Landmark'"' Premium, Landmark'"" TL, Landmark'"" Solaris, Landmark""
Solaris IR and Landmark'' Solaris Gold/Platinum are fiberglass reinforced, laminated asphalt roof shingles.
4.1.3 NorthGate'm is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle.
4.1.4 Presidential Shake"', Presidential Shake'" IR, Presidential Shake TL'" and Presidential Solaris'" are fiberglass
reinforced, architectural asphalt roof shingles.
4.1.5 Hatteras'", Highland Slate'" and Highland Slate'" IR are fiberglass reinforced, 4-tab asphalt roof shingles.
4.1.6 Patriot'' is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance
through an intermittent shadow line with contrasting blend drops for color definition.
4.2 Hip & Ridge Shingles;
4.2.1 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge'"°, Cedar Crest'", Cedar Crest'" IR,
NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation.
4.3 Accessory Starter Strips:
4.3.1 High -Performance Starter is a starter shingle, measuring 10" x 36", comprised of a fiber glass mat base and ceramic -
coated mineral granules embedded in asphalt. These starter shingles are designed for use with Grand Manor
Shangle®, Hatteras' and Highland Slate'".
4.3.2 Presidential Starter is a starter shingle, measuring 13-1/4" x 40" (overall), comprised of a fiber glass mat base and
ceramic -coated mineral granules embedded in asphalt with a reinforcement on its underside (for impact resistance
considerations). These starter shingles, applied using two (2) overlapping layers, are designed for use with
Presidential Shake" and Presidential Shake TL'".
4.3.3 Presidential Starter IR is a starter shingle, measuring 13-1/4" x 40" (overall), comprised of a fiber glass mat base and
ceramic -coated mineral granules embedded in asphalt. These starter shingles, applied using two (2) overlapping
layers, are designed for use with Presidential Shake'" IR.
4.3.4 SwiftStart® Starter Shingle is a starter strip for asphalt roof shingles. Its overall size of 15-1/4" x 38-3/4" yields two (2)
7-5/8" x 38-3/4" starter pieces per shingle.
4.3.5 Universal Starter is a starter shingle, measuring 7" x 36" (overall), comprised of a fiber glass mat base and ceramic -
coated mineral granules embedded in asphalt. These starter shingles are designed for use with any CertainTeed
shingle measuring 12" x 36" having a weather exposure < 5".
4.4 Any of the above listed shingles may be produced in AR (algae resistant) versions.
5.1 This is a building code evaluation. Neither NEMOJetc. nor Robert Nieminen, P.E. are, in any way, the Designer of
Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire
ratings of this product.
NEMO ETC, LLC Evaluation Report 3532.09.05-R1S
Certificate of Authorization #32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R14
CertainTeed Asphalt Roof Shingles; (610) 651-5947 Revision 1S:OS/29/2018
Page 3 of 15
NNEMOJetc.
5.4 Wind Classification:
5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class
F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to Va,d = 150 mph (V,,It
194 mph). Refer to Section 6 for installation requirements to meet this wind rating.
5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and
NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except
NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane
Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to
Vasd = 150 mph (V,,,t = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating.
5.4.3 High -Performance Starter, Presidential Starter, Presidential Starter IR, SwiftStart® Starter Shingle and Universal
Starter have been evaluated in accordance with ASTM D3161, Class F. Refer to Section 6 for installation requirements
to meet this wind rating.
5.4.3.1 High -Performance Starter shingles are limited to use with Grand Manor Shangle®, HatterasTM and Highland Slate''
shingles.
5.4.3.2 Presidential Starter shingles must be applied using two (2) overlapping layers and are limited to use with Presidential
Shake'"' and Presidential Shake TV" shingles.
5A,3.3 Presidential Starter IR shingles must be applied using two (2) overlapping layers and are limited to use with
Presidential Shake'' IR shingles.
5.4.3.4 Universal Starter shingles are limited to use with CertainTeed shingles measuring 12" x 36" having a weather exposure
5".
5.4.4 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less.
Calculations by a qualified design professional are required for conditions outside these limitations. Contact the
shingle manufacturer for data specific to each shingle.
5.4.4.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt
Roof shingles listed in Section 4.1.1 through 4.1.6 (except Presidential Solaris'", Landmark'' Pro Solaris and LandmarkT"'
Solaris Gold/Platinum) exceeds the calculated uplift force (FT) at a maximum design wind speed Of Va:d = 150 mph (Valt
194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain)
having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in
these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum
requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which
shall take precedence.
5.5 All products in the roof assembly shall have quality assurance audits in accordance with FAC Rule 61G20-3
NEW ETC, LLC Evaluation Report 3532.09.05-R15
Certificate of Authorization #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1114
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 15: 05/29/2018
Page 4 of 15
NNEMOJetc.
6.1 Roof deck, dome, undedoyment and fasteners xhoU comply with F8C 1507.2 / R905.2 and the shingle manufacturer's
minimum requirements.
6.1.1 Undedayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product
Approval, orbeLocally Approved per Rule G1G2u-3'per FRC Sections 15V7.2.3,1507.2/4orR9o5.2.3. 6.
2 installation of asphalt shingles shall comply with the CertoinTeed Corporation current published instructions, using minimum
four (4)nails per shingle inaccordance with FBC 1S07.2JurSection Rg05.2.6and the minimum requirements herein. 6.2.1
Fasteners
shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples
are not permitted. 6.2.2 VVherethe,
00fs|opeexceeds21un|tsvertica||nl2unitshnr|zonta|,uoethe^SteepS|ope"direct|ons. 6.3 [ertainTeedasphalt shingles
are acceptable for use |nreroof(tear-off) orrecover applications, subject tuthe limitations set forth inFBC Section 1511orRg08and CertoinTeedpublished installation
instructions. 6.4 HIGH-PERFORMANCE STARTER: 6,4.1 Eaves:
For the first starter shingle
in each roof corner, use five (5) nails as shown below. All other starter shingles require four (4) nails per shingle. Nails must becf
sufficient length topenetrate into the deck 3/4^o,through the thickness ofthe decking, whichever isless. Nails are tobe11orl2gauge, corrosion -resistant
roofing nails with 3/8" heads. App|ytheIU"stmrte/shin0|evvithityfactury'app|iedsea|antstr|peoattheshing|e's|
mwepmostedgeandna|| firmly into the roof deck as near as possible *(maximum 3") to
the eaves edge while avoiding the sealant. With the starter shingle well fastened to the deck and the sealant low on
the starter shingle, it can firmly adhere to the first couneshin&|es.*|fnai|(ngwithin3~isnotposdWe,nai|asdo*e|yaspussib|e'thonUftandadheethestartershing|eto
the underlayment and to the supporting structure with CertainTeed FlintBond'" Asphalt Roofing
Cement -Caulk Grade, orapproved equal. Rakes: Prior nzinstallation ofthe field shingles, starter shingles may beapplied
upthe slope along
the rake edge with sealant edge placed closest to the rake edge. Fasten as indicated below. wowoETC, uc Evaluation Report asaoxmus-
11x Certificote Of^whorization #32455 6'" EDITION (201/)mcwONuvmEVALUATION F1.5444-1114
Certa/nTeed Asphalt Roof Shingles; (610) 651-
5847 Revision /s'05/29/201x Page sm15
ut4 NEMO I etc.
16.5 PRESIDENTIAL STARTER AND PRESIDENTIAL STARTER IR:
6.5.1 General: These shingles shall beapplied byusing two (2)overlapping layers. Begin application ofthe bottom/lower layer of
starter shingles by cutting and applying a 13-3/4" x 20" piece at the lower left rake/eaves corner overhanging rakes and
eaves l/4"to3/4^ Continue along the eaves with full-size 13'1/4^x4O^starter shingles. Each top/upper starterooumeshing|eshaUhaveits2"
topsectimnremnvedattheperfprat|ony'resu|tingin11'1/4"x40°sh|nA|es.The co|o,
ed0ranu|eportionofthe^top"startersh|ng|esohaUbe|ocatedneanpstthe|ow*nnosteaveedge. Install the first top/upper
starter shingle uothat |tisflush tothe left side and bottom edges ofthe first bottom/lower starter shingle, This first top/upper starter shingle
shall be11'1/4,x38" Continue along the eaves with 11'1/4^x4O"top/upper starter shingles ensuring that the lower
edges are flush with the lower edges of the bottom/lower layer. Reference the product's wrapper for more specific
details. Eaves: Fasten as shown below. Rakes:
After applying the starter shingles atthe eaves, but prior toinstalling the field shingles, starter shingles may be applied up the
slope at the rake edge. Fasten as shown below. Fastening: Four nails are required per shingle. Nails
shall beof sufficient length topenetrate into the deck 3/4"ur through the thickness of the decking, whichever is less.
Nails are to be 11 or 12 gauge, corrosion -resi sta nt roofing nails with ]/8"heads. Presidential Starter and Preskdentia||R Starter
Shingles Ist Bottom $
karter Full Bottom Starter Ist Top Starter
6.6 UNIVERSAL STARTER: 6.6.
1 General: VVhileUnkena|
StarterStripsNng|esamsped0ca|lydesignedtobeuuedvithshingles36^|engthandhavinQa
weather exposure nf< 5", they may be installed beneath
shingles of any length if special precautions are taken. IMPORTANT: |nall cases the end joints ufthe starter and
the first course shingles shall NEVER U[LESS THAN 3'1/Z^ apart. Eaves: The sealant on starter courses should face out and
lie
as close as possible to the eaves edge of the roof. Fasten asdescribed be|m". Rakes: After applying the starter shingles atthe eaves,
but prior toinstalling the field shingles, starter shingles may be applied up the slope at the rake edge with sealant
facing out and nearest to the outer roof edge. Fasten asdescribed below. Fastening: Use four nails onthese starter shingles asshown below. The sealant
unstarter courses shall lie
asclose as possible tuthe eaves edge of the roof, Nails shall be of sufficient length to penetrate into the deck 3/
4" or through the thickness ofthe decking, whichever isless. Nails are tobe11or12gauge, corrosion -resistant roofing nails with 3/D" heads. weMuETC, uc Evaluation Report
asaz»o.0s*z Certificate ofxuthorization #32455 6 T' EDITION (m17)euwON-HVHZEVALUATION rL5444-n14 mrta/nTeuAsphalt
Roof
Shingles; (610)651'5847 Revism"a:m/29/2mo
Page om1s
6.7 SWIFTSTAR T* ST ARTER, SHINGLE:
0NEMOjetc.
Fastening: Use four nails, located as shown below
38-3/4' (984 rim)
t1'(25 mm) from edge 1' (25 mat) from edge 7-5/8'
0 0 • (194 nim)
Max 3',
w. w. awal son OWN mom mom mom "We mom wry now
76 rrim)
tThe inner two fasletiers amst be placed such that they fall at least 3* (76 (not) from
the end joints of the shingle m the succeeding course.
1 6.8 CT20'-, X-r- 25, Xr' 30, XT1 30 IR:
LOW AND STANDARD SLOPE
ENGLISH 1 21. 1z I 2
1'4 mmi
4a' 141) -v111
for Norwood
Plant
METRIC
25"llonmon)) Figure
I I -j: Usefatir nadsfor etY,,,7fiX shingle STEEP
SLOPE Ise
four flails and six spots of asphalt roofing cement* for every fillt shingle (
Figure 11-4). Asphalt roofing cement meeting ASTM M586 Type
11 is suggesttA, 4
7, Rooting
Cement Apply
1" (25 ffm) spots of asphalt under
N(:h W cOiiloir, Figure
11-4, 0efostr nads mid sOOols ofaspbaft ctiloom t on Steep slopes. CAMION:
Excessive use of roofing cement can cause shingles to
blister. 6,
8.1 Hip & Ridge for CT20'". XTI 25, XTI 30, XT"' 30 IR: Cut Shingles 1"
1-- -
1 { ,2'(Wnim) 25
nim) ti
1 2" Cap
1lap Cap 3015 111111) 1
Shingle.
Ingl( shingk Figure
11-24: 011 labs, then Win back to pnob, cop shft;l4,,s FrfgA5h
dints oodomi shoten). 305
fuln)-- Figure
1-25: Installation of cops atong 11w lnoks and ridges. 6.
8.1.1 For ASTIVI D3161, Class F performance use BASF "Sonolastic' NP1" adhesive or Henkel "PL11 Polyurethane Roof & Flashing
Sealant", in accordance with CertainTeed requirements. NEMO
ETC, LLC Certificate
ofAuthorizotion #32455 6'" EDITION (2017) FEIC NON-HVHZ EVALUATION CertainTeed
Asphalt Roof Shingles; (610) 651-5847 Evaluation
Report 3532.09.05-1115 F1.
5444-11141 Revision
15: 05/29/2018 Page
7 of 15
ME
LOW AND STANDARD SLOPE STEEP SLOPE
SIX oail" for mp(kill Shingle locatvd*sho"11 helow I S(. SIX mmmummspots aasplialt rooring cellielli for mr6M Al/
llgwwav°nhem":%xoasphalt mv.w°nro/nmmill) mol (Age
o(dmlglcmxalt^m&n^mminectitigwmumw j L
oyv,m,*x, F qw*
2.'*WAu=ls'lora,l:rfixmomte, I ofaspball
vftt,,^m°/,
m,*p4o*w 69.1 :
Cedar Crest", Cedar C,est=|R Use two (
2), minimum l%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge
and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum %-inch embedment into the
deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its
exposed butt edge and l-inchfrom each side edge. For ASTM D3161,
Class IF performance use BASF "SonolasticO NPly"" adhesive or Henkel "PLI Polyurethane Roof & Flashing Sealant", in
accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NPlo/ PLadhesive from the
middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of
the headlap along a line % to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle,
gently pressing tab sides into the adhesive, and install nails, To secure the other side, apply a 1-inch
diameter spot of NP I or PL adhesive between the shingle layers. meMoETC, uc - Evaluation Report
ys32zm.0s-Ra Ce^ificqte"/^"mv^mmw#3zms
o~EDITION (2o1rFBCmum*vo;EVALUATION rL5444-n14 mna/meeaAsphalt Roof Shingles; (mmez-
5847 Revision IS: o5/2u/2mu Page omo
ON
6.10 BELMONTO OR BELMONTO IR:
Low and Standard Slope Steep Slope (greater than 21:12):
2:12 to 21:12): Use SEVEN nads and EIr3HT spots, of
Use FIVE nails for every full Beh-nontshingle, asphalt roofing cenient— for every full
located as shown below. Belmont shingle. Apply asphalt roofing
cernent I" (25rnr7) from edge of shingle.
See below, Asphalt roofing cement meeting
AST? D4586, Type 111,,-, suggested.
6.10.1 Hip & Ridge for BelmontO or Belmont® IR:
6.10.1.1 Option 1: For BelmontO, refer to instructions herein for Cedar CrestTm or Cedar Crest' IR hip and ridge shingles, For
Belmont® IR, refer to instructions herein for Cedar Crest" IR hip and ridge shingles.
6.10.1.2 Option 2: For BelmontO: Shangle" Ridge
Figure 17-18:S1Mng1e,* Ridge,
18. Exposure Remove tape
from the right side
and fasten
SECOND
Fasten the- I-
X
left side8 5/6"11RIGHT FIRST -/
LEFT
Figure /
7-
9: Installation oj'Sbangtet' Ridge shingles on hips
and WM, 6.10.
1.3 For ASTM D3161, Class F performance use BASF "SonolasticO NPi"I" adhesive or Henkel "PLI Polyurethane Roof & Flashing Sealant",
in accordance with CertainTeed requirements. NEMO ETC,
LLC Evaluation Report 3532.09.05-RI5 Certificate ofAuthorizotfon #
32455 6'" EDITION (2017) FEIC NON-HVHZ EVALUATION FL5444-1114 CertainTeed Asphalt
Roof Shingles; (610) 651-5847 Revision 15: 05/29/2018 Page 9
of 15
6.11 CARRIAGE HOUSE SHANGLEO AND GRAND MANOR SHANGLE":
LVYW KRU
STEEP SLOPE
STANDARD SLOPE
Fse five nails for every fit][ S14111gle.
X
i.'WTW,C 110118C Sbdt glP. fit'
NEW10jetc.
I se seven nails and tlir(e spots of aspliah roofing cement for every
full Grand Manor Shangle, ( se five nails, and threw spots of asphalt
roofing ceuwat for (wvn, full Utrriage House Shangle and CA,ittviiiiial
Sl3te, apply asphalt roofing cement 1' (.15 mm) from (xlgv ol'shingle
Figtrot ks 1) 11, dt roofing cement meviing "Wrm 1) 1586 ],Jw it is
stiggesivd, 2
nwil o'
I ess 5/
8 x
J 111411, Rooting
Cement ftqr,
y( 171- J: 4 lit,11 (trand useseren
ilails tind Clove spots at itspbalt trqfilig celitent 6.
11.1 HID & RidRe for Carriage House Shan le® and Grand Manor Shangle: Refer to instructions herein for Shangle" Ridge hip and
ridge shingles ate NAI
INC,
12' 14 14' A4A 3cs
rnrn) +^ . — 375 irml —I — (105 wrmj K'ait, rnis
VV i2i
Nefing aroas tor
low and standard +Pes ftw i: I W 21 12) Nal bet44*ri
44,w, & Ues ai sN)w, itirroo. STEEP 12' SLOPE
1--305
mm)— NAILING AREA I
1"(
25 mm)
14-314" 12"
375 rrint— 1 —(
305 IT RM Nailing areas
for
steep slopes (greater than 21:12) and "Stonri-Nailing"
Nall between lower
2 rail lines as shown above, NEIVIO ETC, LLC
Evaluation Report 3532.09.05-R1S Certificate of Authorization #
32455 6r" EDITION (2017) FEIC NON-HVHZ EVALUATION F1.5444-1114 CertainTeed Asphalt Roof
Shingles; (610) 651-5847 Revision IS: 05/29/2018 Page 10 of
15
NNEMOjetc.
6,12.1 Hip & Ridge for Landmark*^°, Landmark*" IR, Landmark'" Pro, Landmark'" Pro Solaris, Landmark'" Premium
Landmark'" Solaris, Landmark'" Solaris IR, landmark'"' Solaris Gold/Platinum or NorthGate:
6.12.1.1 Option 1: Shadow Ridge" or NothGate Accessory
12
305mm) .-......--
6" ---- 6"
150mm) (150mm)
4
Notch for
Centering
12'
305mm) Notches for Aligmnent to
7
7
the Top Edge of the Previous
Cap for 5' (125mm) Exposure (180mm) I
t-
English Dimension
Shadow Ridge'"
Cvntei to Notch
131/4' }
337 mm)
Align these /
not;:hes tc top 7 5xll
edge of j (194 tint)
3 tr$'."?r14tS CJtFr5.9 ; I
I I}Id
NorthGate Ridge
5. (125a,m)
i
131/4"
337mm)
L
97/a'
250mm)
415116 4t5116'
125mm) (125mm)
Metric Dimension
Shadow Ridge'"
75/8,
196mm)
J-
13 1/8'
333 mm) r
J'"(168nnrn),
6 5/8"--4 6 518"
168 mm
Centering
t3 tf4'
Notch
V337mm)
Align these"' 5/8"
notches to top
7
1I34 mm)
edge of
previous course. f
NorthGate Accessory
2.
30511"11)
Laying Notch
ri Figure
1.$-20: Use laying nokbes to center sbirrgtes on blips and ridges,
and to fixate lbc, conwt axposuwr 6.
12.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic4l NPJTM" adhesive or Henkel "PL11 Polyurethane Roof Flashing
Sealant", in accordance with CertainTeed requirements. 6.
12.1.3 Option 2: Refer to instructions herein for Cedar Crest"", Cedar Crest'"' IR hip and ridge shingles. NEMO
ETC, LLC Evaluation Report 3532.09.05-R15 Certificate
of Authorization #32455 6T" EDITION (2017) FBC NON-HVH2 EVALUATION FL5444-R14 CertainTeed
Asphalt Roof Shingles; (610) 651-5847 Revision 15: 05/29/2018 Page
11 of 15
6.13 LANDMARK*"" TL:
LANDMARK TL
LANDMARK TL
131m, 13" 13,12"
343 mnt) -1- -(330 rung) - ,-(343 mm)--{
1" (25 IT1111) 1" (2`i 111ul)
Figure I J-4: l'se four rtai(s,%or ere+,l ill slrir fr.
NNEIVIO I etc.
1:3112"- I'l, • , 13tr'a'_
343 mm}) (330 mm) I (343 mm)
1,125 mm) 1 `(25 mm)--
X
25mm) '-----
Roofing Cement
Figure J-.i: Use six nails and four spots of
asphalt roofing content on sleep slopes.
6.13.1 Hip & Ridge for Landmark'" TL: Refer to Option 1 or 2 for Landmark T"
6.14 PRESIDENTIAL SHAKETa, PRESIDENTIAL SHAKE'"" IR, PRESIDENTIAL SHAKE TL'"", PRESIDENTIAL SOLARIST"":
LOW AND STANDARD SLOPE: STEEP SLOPE:
For low and standard slopes, use five nails for each full Presidential For steep slopes, use nine nails for each full Presidential shingle and
shingle as shown below. apply 1" diameter spots of asphalt roofing cement utder each slungle tab.
After applying S nails in between the nalling guide lines, apply 4 nails t"
Naging {. 40" ---*i above tab cutouts making certain tabs of overlying 4itugle cover nalls
Guide Lines (1016 mm)
51 t4'
133 mm)--- —
14 1l4"
t 1!2' its mrn} (362 mm)
NOTE: Apply nails on painted guideline.
Figure 16-6• Fastening Presidential and Nek'" rdiat 71, Shake
stingless on kw and standard slopes.
T
V diameter asphalt rooting cement
Figure 16-7: Fastening Prtwamtkd and Presawttal 711 Shake
8ht1kq"- on step slopes.
6.14.1 Hip & Ridge for Presidential Shake T", Presidential ShakeT" IR, Presidential Shake TL'", Presidential Solaris'":
6.14.1.1 Option 1: Presidential Accessory
PRESIDENTIAL ACCESSORY
Presidential accessory shingles can be used for covering hips and
ridges. Apply shingles Lip to the ridge (expose no more than 7" from
the bottom edge of the "tooth." Fasten each accessory with two fas-
teners. The fasteners must be 13/4" long or longer, so they penetrate
either 3/4" into the deck or completely through the deck. Presidential
accessory comes in two different sizes: Accessory produced fit
Birmingham, AL is 12" x 12"; Portland, OR produces 9748" x 131/4"
accessory.
6.14.1.2 For ASTM D3161, Class F performance use BASF "SonolasticO NP1'l" adhesive or Henkel "PLO Polyurethane Roof &
Flashing Sealant", in accordance with CertainTeed requirements.
6.14.1.3 Option 2: Refer to instructions herein for Cedar Crest'"", Cedar Crest'"" IR hip and ridge shingles.
NEMO ETC, LLC Evaluation Report 3532.09.05-R1S
Certificate ofAuthorizotion #32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R14
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 15: 05/29/2018
Page 12 of 15
6.15 HATTERAS:
LOW, STANDARD AND STEEP SLOPE: r(.30 I'V30f0m)
r9,
1- -'- 9" -1 -t, - , - 9" 23,0irr) 1 (236(na)) 1 (230rnrn) I (230n
I" I"
9
1(2 4 Q ip I Ti)
FYgure,`5%i
Iwc and SondardVopes
For tow and swidard slopes, itse five nails for Tadt fill
flatterai'silingle as slioNvil above,
6.15.1 Hip & Ridge for Hatteras1m:
6.15.1.1 Option 1: Accessory for Hatteras
FYwire. 15-14. 18 tbra>,pivre units separate to make
54 Hatteras Acreqo ry sbingles.
6,15.1.2 Option 21: Cut Hatteras Shingles
NNEMOjetl
1- 1
r(25 min) JL5min) IM) Roofing
Content Flqltlr
t fitstelloig 1141hyd'vSbilok in oll,%WPANIK's For
steep dolt,.. tl,e like nails and eight spots ol'asphalt roofing cement
for ead) 11111 11jacra."shingle a'Alown above. ripply) I' 25mtti)
diameter spots of rooting cemen(0,14M 0,1586 11 slvgested)
tinder each 1A) comer. Press Shingle into place; (to not expose
cellioll, MIT1014:
11jo modi roofittg Cement can callsesllillgtv. to blister. 91, —
1236
rnn17) 460
18 (
203 M 1%, 460
11ni) Cap
Cap Cap Gap shingle
Shingly Shill(Ile, Stiinglr T,
i,Ww 15-20.- Cut Haftwas sbhjgfes to intake corm cap. fturet 15-21: Instattation of caps along bt,,Asand ridges. 6.
15.1.3 For ASTM D3161, Class F performance use BASF "SonolastiC® NP11" adhesive or Henkel "PL® Polyurethane Roof & Flashing
Sealant", in accordance with CertainTeed requirements. NEMO
ETC, LLC Evaluation Report 3532.09.05-RIS Certificote
ofAuthorization #32455 6 T" EDITION (2017) FEIC NON-HVHZ EVALUATION FL5444-914 CertainTeed
Asphalt Roof Shingles; (610) 651.5847 Revision IS: 05/29/2018 Page
13 of 15
UNNEMO I etc.
6.16 HIGHLAND SLATE'", HIGHLAND SLATE*"" IR:
LOW AND STANDARD SLOPE: STEEP SLOPE.
Use FINTi mails and EIGHT spots of auphalt roofing cement^ for each
as ny ' ,zc3 y fall Highland Slate. shingle, For Miami -Dade, SIX nails are required.
Npply t' diantcter spots of asjohait roofing cement under each tab
corner, Asphalt roofing cement meeting ASTNI D4586 Tape If is , ggc4ted.
t25 mm! i (d5 ami —
3-3ra,
24QI n
f_
tVtiEtnl!-QPt1.8 (&"lkl4EQ&
six n s (Iwo nails 1' t25 mmi Mm , fAM4!Mol"
SIX rw For near
cutoot ns: trntvl. uyeim a a c"nlar
aaa:ta.:ws;.
Figum 11-3: Use FIT I' nraidc fr)r ei*iy ffiglkFrtcd .Vah,1 sbiriglee FXgttrer d! -,II: l,sre Fitt' nails and ei N s/x4s ofasiotdwi
roojdr{q ceitmrt isMer em-b tralx corner
C AIrrION: Excessive nse of roofing cement care cause shingles
to blister.
6.16.1 Hip & Ridge for Highland Slate'". Highland Slate" IR: Refer to instructions herein for Cedar CrestT", Cedar CreStTM IR
or Shangle Ridge'm hip and ridge shingles.
6.17 PATRIOT'T"
LOW AND STANDARD SLOPE STEER SLOPE
I F011d nails for ewry [till Shingle located as shoovii below
Sala; E
I E
25 17. .
am
f
Cse 1`01'R nails and (our slx)ts oil a shalt roofing milent for cv(xy full
shingle as shown below. ,iisplialt roofing cxtnenl im'ding.V10"M I)AiKO
I p e II Is mggesI \I)I)i ` I"(?5 mm) sp ols of asphalt rcxafing
cenxnll as shoc4=n_
CAPTION: F%vessicc use of roofing centcltt c:an cause shinglc> to blister-
Haonap Gamaot
6.17.1 Hip & Ride for Patriot': Refer to instructions herein for Cedar CrestT , Cedar Crest1m IR, Shadow RidgeT'",
NorthGate or Shangle Ridge' hip and ridge shingles.
NEMO ETC, LLC Evaluation Report 3532.09.05-R1S
Certificate of Authorization #32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R14
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 1S: 05/29/2018
Page 14 of 15
NNEMOjetl
7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, gate and logo of the Accredited Quality
Assurance Agency noted herein.
72 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1
As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product.
SPAM
ontact the named QA entity for information on which plants produce products covered by Florida Rule 611320-3 QA
requirements.
ULLLC—QUA9625;(414)248-6409;kamnbuchmaon@usuicom
END OF EVALUATION REPORT '
wcIVInETC, uc Evaluation Report zs32.oyus-RlS mrtific"
m"/x"moriz"tio"mms o~EDITION por>mcmow*vvxEVALUATION ro**«oz* oena/
ore d Asphalt Roof smnoles;(a1o) e51'5847 Revision zs.u$ze/2u18 Page
1sm1s
I Florida Building Code Online Page I of 2
RCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search
d b;
t
Product Approval
P r USER: Public User
PLWMsLAWC9yALM= > VjhMgft_LjM , Application Detail
FL # FL19567-RI
AA
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer MILLENNIUM METALS INC.
Address/Phone/ Email 10200 Eastport Road
Jacksonville, FL 32218
904) 358-8366
tonyac@mmi2000.net
Authorized Signature James Buckner
jimmy@cbuckinc.net
Technical Representative Tonya Steele
Address/Phone/Email 10200 Eastport Road
Jacksonville, FL 32218
904) 358-8366
tonyac@mmi2000.net
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Roofing Accessories that are an Integral Part of the Roofing System
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed James L. Buckner, P.E. @ CBUCK, Inc.
the Evaluation Report
Florida License PE-31242
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 09/21/2026
Validated By Steven M. Urich, PE
u' Validation Checklist - Hardcopy Received
Certificate of Independence LILLI-'_L'Z---R 1 L —11LLU—ir. It _Ik' Referenced
Standard and Year (of Standard) Equivalence
of Product Standards Certified
By Sections
from the Code 1708.
2 Product
Approval Method Method 2 Option B https:
llfloridabuilding.org/pr/pr_app—dtl.aspx?param=wGEVXQwtDqs°/`2fmGFoyT6raUK... 9/27/2018
Florida Building Code Online Page 2 of
Date Submitted 12/17/2017
Date Validated 12/18/2017
Date Pending FBC Approval 12/22/2017
Date Approved 02/13/2018
Summary of Products
FL # Model, Number or Name Description
19567.1 MMI Off Ridge Vent Steel or Aluminum off ridge vent for shingle roofs
mechanically attached to plywood deck. 2, 4', 6', 8', 10'
nominal lengths
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL19- R 11 01 17-1()6-MMI QRV_j R- Of
Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E.
Impact Resistant: No 31242
Design Pressure: +N/A/-70.0 Created by Independent Third Party: Yes
Other: Refer to evaluation report for conditions and Evaluation Reports
limitations of use. Refer to manufacturer's installation ry
instructions as a supplemental guide for attachment. Created by Independent Third Party: Yes
MMI OffMMI19567.2 MMI Off Ridge Vent & Attached Steel or Aluminum off ridge vent & Permanent Baffle
Baffle
Limits of Use Installation Instructions
Approved for use In HVHZ: No 9§.P-qf
Approved for use outside HVHZ. Yes Verified By: James L Buckner 31242
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +NA/-70 Evaluation Reports
Other: t r 42,t ti#
Created by Independent Third Party: Yes
19567.3 Optional Attached Baffle Steel or Aluminum optional attached baffle for MMI off ridge
vent
Limits of Use Installation Instructions
Approved for use in HVHZ: No FJA 9!b LE M-1 __QD_Ui_vl Approved
for use outside HVHZ: Yes Verified By: James L Buckner 31242 Impact
Resistant, No Created by Independent Third Party: Yes Design
Pressure, +NA/-70 Evaluation Reports Other:
VU2,!(LRl AF 0 1,2II)ErM,LL)l3 ERf,0 Created by Independent
Third Party: Yes 19567.4 Retro
Baffle for MMI Off Ridge Vent Steel or Aluminum Retro baffle for MMI off ridge vent Limits of Use
Installation Instructions Approved for use
In HVHZ: No R! 1i (,, j MMI R,! ,) 9116" 1 . 11L", _11-1- , t", Approved for use
outside HVHZ. Yes Verified By: James L Buckner 31242 Impact Resistant. No
Created by Independent Third Party: Yes Design Pressure: +NA/-
70 Evaluation Reports Other: I I
1 , I 04 1 MIP, Created by Independent
Third Party: Yes Am DaWtjQj:: ZWJ_
W.
T. F9 Ea2at_U&JUA-M The Stateof
Florida is an AA/CEO employer.Florida.:: - 1- Under Florida law,
email addresses are public records, If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this
entity. Instead, contact the office by phone or by traditional mail, If you have any questions, please contact 850,487.1395, *Pursuant to Section 455,275 1), Florida Statutes,
effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may
he used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the
Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S_ please click _4%M,
product Accepts: M
MP *9
Eq M Credit Card Safe
https:llfloridabuilding.
org/
pr/pr_app_dti.aspx?param=wGEVXQwtDqs%2fn-iGFoyT6raUK... 9/27/2018
CSUCK Engineering
CBUCK, Inc. Certificate of Authorization #8064
Evaluation Report
MMI Off Ridge Vent
Manufacturer:
Millennium Metals, Inc.
10200 Eastport Road
Jacksonville, FL 32218
877) 358-7663
for
Florida Product Approval
FL 19567.1 R1
Florida Building Code 6th Edition (2017)
Per Rule 61G20-3
Method: 2 - B
Category: Roofing
Sub - Category: Roofing Accessories that are an Integral
Part of the Roof System
Product:
Material:
Support:
Prepared by:
James L. Buckner, P.E., SECS
Florida Professional Engineer# 31242
Florida Evaluation ANE ID: 1916
Report No. 17-196-MMI-ORV-ER6
Date: 12 / 15 / 17
Contents:
Evaluation Report Pages 1 - 7
MMI Off Ridge Vent
Steel or Aluminum
Wood Deck Facsimile of digital copy signed by
James L. Buckner, P.E.
Electronically signed and sealed documents shall
comply with the provisions of FAC Rule 61G15-23.
0 ..........
Z No 31242
0 44/
STATE OF
f--tOR0'
S' /0 NAk-e,"' ,
CBUCK, Inc. — Palm Beach County, Florida 2017.12.15 09:08:10 -05'00'
Phone: (561) 491-9927. Email: cbuck@cbuckinc.net Website: www.cbuckinc.net
Main Office: 1374 Community Drive, Jupiter, Florida 33458
CBUCK Engineering
Product Name:
Product Category'
Millennium Metals, Inc.
MMI Off Ridge Vent
PL#: FL1956.1R1
Date: 12/15/17
Report No.: 17-195'KXK4|-]RV-ER6
Page 2 of 7
0mCK,Inc. Certificate of Authorization #8064
Product Sub -Category Roofing Accessories that are anIntegral part of the Roofing System Compliance
Method: State Product Approval Rule 61GJO-3.00S(2)(b) IVIM|
Off Ridge Vent Description:
Steel or aluminum off ridge vent for shingle roofs mechanically attached 10 plywood deck.
Product
Assembly ao Refer toPage 4nfthis report for product assembly structural components: Evaluated: 1. Off
Ridge
Vent 2. Fasteners Roof
Cement Support:
Type; Wood
Deck Design
nfsupport and
its attachment tosupport framing isoutside thescopeofthis evaluation.) Description: 15/32 (min.) or
greater
plywood,
or Wood plank (min. specific gravity
of 0.42) Performance: Wind Uplift Structural Resistance Design
Uplift Pressure: ' 78 PSF Allowable
design pressure for allowable stress
design (ASD) with a margin of safety of 2 to2.
n BUw=* Engineering
FLh: FL19S67.1R1
Date: 12/15/17
Report No.:17-195-MK4|-]RV-ER6
Page 3 of 7
CBuCK,Inc. Certificate ofAuthorization #8064
Performance Standards: The following test protocols were performed to demonstrate compliance with the
intent ofthe code asthis product bnot addressed specifically inthe code. ASTA4 E330~03 — Standard
Test Method for Structural Performance o/ Exterior Windows, Doors, Skylights and
Curtain kNx0s by UnVbnn Static Air Pressure Difference Code Compliance: The
product
described herein has demonstrated compliance with Florida Building Code fkhEdition (2Ul7),Section
l7O82. Evaluation Report This product evaluation
is limited to compliance with the structural requirements of 6umpe' the Florida Building Code,
as related to the scope section to Florida Product Approval Ru|e61G2O-3.UO1. Limitations
and Scope of "Limitations
and Conditions of Use" for this evaluation: Conditions mfUse: This evaluation report
for "Optional Statewide Approval" contains technical documentation, specifications and installation method(
s) which include Limitations and Conditions of Use"
throughout the report in accordance with Ru|e61GZ0-3.0]5.
Per Rule 61G20-].OU4,the Florida Building Commission isthe authority toapprove products under "Optional
Statewide Approval". Or)tion for aDDlication outside "Limitations
and Conditions of Use" Rule G1G20-3.005(1)(e)
allows engineering analysis for "project specific approval by the local authorities having jurisdiction
in accordance with the alternate methods and materials authorized inthe [ode"
Any modification ofthe product as evaluated in this report and approved by
the Florida Building Commission is outside the scope ufthis evaluation and will bethe
responsibility ofothers. Refer toapplicable building code section for ventilation requirements. Design ofsupport
system isoutside the scope ofthis report. Fire Classification is
outside the scope of Rule 61G20-3, and is therefore not
included inthis evaluation. This evaluation report does not evaluate the use of this product
for use in the
High Velocity Hurricane Zone code section. (Dade &8rnvvardCounties) Quality Assurance: The manufacturer has demonstrated compliance ofroof
components in accordance with the Florida Building
Code and Rule 61G20'3.005 (3)for manufacturing under a quality
assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBCOrganization #: QUA1O24).
Attachment Ridge Vent: MM|Off Ridge Vent
w=BU=J EngineeringWg
FL#: R19GG7.lM1
Date: I2/I5/I7
Report Nu.:17-195'K8M|f]RV-ER6
Page 4ot7
Components/Materials Material Type 1: Steel
by : Thickness: 268au8e (min.)
Yield Strength: 4Uksimin.
Corrosion Resistance: Aluminum Zinc Coated Steel per A5TK4A792AZSO or
Galvanized Steel per A5TK8A653G-90 or
Pre -painted Steel per A5TW1A75Sor
Per FB[Section lSO7.4.3
Material Type 2: Aluminum
Thickness: 0I25" (min.)
Alloy Type: 3105-H14
Corrosion Resistance: In compliance with FB[Section 1507.4.3:
Nominal Dimensions:
Width: 24"
Height: 4-1/2"
Lengths: Z 4|6 D'and DI
Fastener(s):
Base Fastener:
Purpose: Attaches Ridge Vent Base Flange toDeck
Type: Annular Ring Shank Roofing Nails
Size: 11gauge (^ length 10meet min. penetration through deck) Penetration Through:
3/16"min. through wood deck Edge Distance:
1-I/2"min. from edge nfdeck Corrosion Resistance:
Per FB[Section 15O6.5 Standard: Per
ASTM F1667 Alternate Fastener:
Purpose: Attaches
Ridge Vent Base Flange tuDeck Type: Hex -
Head Wood Screw Sire: #1O(«
length tomeet min. penetration through deck) Penetration Through: 3/
16"min. through wood deck Edge Distance: 1-
1/Z"min. from edge ofdeck Corrosion Resistance: Per
F8[Section 1506Gand lRD.4 Installation: Structural Installation Method:
m u_~m= Engineeringmeerwwmg
FL#: FL19SG7.1R1
Date: I2/15/17
Report No.:17-19S-K4k8|{]RV-ERG
Page 5of7
0mCK,Inc. Certificate ofAuthorization #8n64 Refer
todrawings onPages 6-7ofthis repo¢) Position vent flange beneath
loosened shingles and align with deck opening. p Attach vent perimeter
flanges to deck with nails or screws spaced D" o.c. maximum and 4'1/
Z"from each end. Minimum fastener penetration thru
bottom of support, 3/16" Refer to manufacturer's
installation instructions as a supplemental guide for attachment. Referenced Data: 1.
ASTK4E33U'
OZ Uniform Static Air Pressure Difference Test Architectural Testing, |nc.(FB[
Organization #TSTID: 1527) Report #: F3167.01-450-44,
Report Date: 12/15/16 2, Quality Assurance ByKeystone Certifications,
Inc. (QUA ID:
1824) Millennium Metals Licensee #42] 3. Certification
ofIndependence ByJames L.Buckner,
P.E.@[
BU[KEngineering FBCOrganization #ANE1916) Installation Method Millennium Metals, Inc.
MMU Steel or
Aluminum Off
Ridge Vent Attached
to Wood Deck
CBUCK Engineerinq
Profile Drawings
0
Side View (Not To Scale)
10 jigo"ag-rumm
LEN-7rdml 11 Bill
Lovver Slope
Front)
FL #: FL 19567.1 R1
Date: 12/15/17
Report No.: 17-195-MMI-ORV-ER6
Page 6 of 7
CBUCK, Inc. Certificate of Authorization #8064
Typical Fastener(s)
11 Gauge Ring Shank Roofing Nail
OR
10 ryin. V\bod Sarems
Typical Cross Section View (Not To Scale)
31
Installation Method
Millennium Metals, Inc.
MMI Steel or Aluminum Off Ridge Vent Attached to Wood Deck
FL M FL 19567.1 R1
Date: 12 / 15 / 17
CBUCK In Report No.: 17-195-MMI-ORV-ER6
Page 7 of 7
43aw-1-c5ftj StrLP=t orc!A E:nc3k-K*e rx;j CBUCK, Inc. Certificate of Authorization #8064
1121 41/2'
1 1/
8" o.c. Typical, MM rum
Typical Fasteners)
1/4' 11 C-auge Fong Shank Roofing Nail _ Base FlangQR
e
10 nin. V\bod SaeAG
Top Plan View (Nat To Scale)
Typical Fastening Pattern)
Nwinal Lengths
4 FL el
6 Ft.
8 R.
10 R. ' +
r'
Typical Fastener(s)
11 Gauge Fang Shank Roofing Nail
OR
10 nin. Wood Screws
Typical Ridge Vent assembly
Isometric View (Not To Scale)
COUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100008 DATE: October 02, 2018BUILDINGAPPLICATION ##: 18-10000820
BUILDING PERMIT NUMBER: 18-10000820
UNIT ADDRESS: WILLIAMS AVE 1318 36-19-30-515-OGOO-0330
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF. PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: JANE F HILL
ADDRESS: 1318 WILLIAMS AVE SANFORD FL 32771
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 1318 WILLIAMS AVE SFR / CHAPPELLS SUBD
FEE BENEFIT RATE
TYPE DIST SCHED
UNIT
RATE
CALC
UNITS
UNIT
TYPE
TOTAL DUE
ROADS -ARTERIALS N/A
Single Family Housing 705.00 1.000 dwl unit 705.00ROADS -COLLECTORS N/A
Single Family Housing 00 1.000 dwl unit
FIRE RESCUE N/A 00
LIBRARY 00
Sle Family Housing 54.00 1.000 dwl unit 54.00SCHOOLSN/A
gle Family Housing 9,000.00 1.000 dwl unit 9,000.00PAST
LAW ENFORCE N/A 00
DRAINAGE N/A 00
CREDIT FEES: 00
SCI LIBRARY R
Family Housing 54.00 1.000 dwl unit 54.00- SCSingIgle
Single Family Housing 9,000.00 1.000 dwl unit 9,000.00- SCI ROAD ARTERSALS R
Single Family Housing 705.00 1.000 dwl unit 705.0000AMOUNTDUE
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIREIRESCUE, 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 CALENDARDAYSOFTHEDATEABOVE, BUT NO LATER THAN
CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REpUIREMENTS 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
BUILDING DIVISION
BLDG Permit#
Application No: 18-3380
Documented Construction Value: $ 3500.00
Job Address: 1318 Williams Ave Sanford, Florida 32771 Historic District: Yes [I Non
Parcel ID: 25-19-30-515-OGOO-0330 - Residential nx CommercialEl Type
of Work: New E AdditionE] AlterationE] Repair Demo Change of use move Description
of Work: New Home Construction - Plumbing Plan
Review Contact person: Keith Owens Title: VP C) orations. Phone:
407-388-5820 Fax: 866-674-1239 Email: kowens@bsefl.com Property
Owner Information Name
Jane Hill Phone: 407-732-9311 Street:
1318 Williams Ave Resident of property?: Yes City,
State Zip: Sanford, Florida 32771 Name
Rite Angle Plumbing Street:
528 Arbor Pointe Ave. City,
State Zip: Minneola, Florida 34715 Name:
N/A Street:
City,
St, Zip: Bonding
Company: N/A Address:
Contractor
Information Phone:
321-663-5785 Fax:
866-674-1239 State
License No,: CFC 1427530 Architect/
Engineer Information Phone:
Fax:
E-
mail• Mortgage
Lender: N/A Address:
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED
ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to
the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 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
NQIU1: 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 ofilerivilt is verification that I will notify the owner ofthe property of the requirements of'Florida Licii Law, FS 713.
The City of Sanford requires payment of a plan review fee it 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 jot) at the (line of submittal, The actual construction value
will he figured based oil the current I(X. Valuation Table in effect at file 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.
QW-NER'S AEE112AVII. I certify that all of the foregoing information is accurateI and that all work will be
done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent
Print OwnertAgent's Nance
Im
Signature ot'Notary-State of Florida Date
Signature of Contractor/Agent Date
Keith Owens
Print Coi actor/Ag C
Signature of ry-SLatco lorida Date
Owner/Agent is Personally Known to Me or Contractor/Agent is
Produced ID Type of ID Produced ID —
4elTersonally Known to Me or
T e of ID
BOBBIE G 0 WENS
Ay
BE -LOW IS FOR OFFICE USE ONLY EXPIRFS Novembet 2018
1,;,ii fz' Q I nJ F lonclallotatyServwv C(971
Permits Required: Building 0 Electrical El Mechanical E] Plumbing [I GasEl Roof 11 Construction
Type:_,.. . Occupancy Use: Flood Zone: Total
Sq Ft of Bldg:-, Min. Occupancy Load: —,--___ -,,-,—# of Stories:-.,,,—,-_ New
Construction: Electric- #of Amps-,,.--,-__ Plumbing - # of Fixtures---___ Fire
Sprinkler Permit: Yes [I No D # of Heads — Fire Alarm Permit: Yes R No APPROVALS:
ZONING: I-- ---- ---
UTILITIES: - ----- WASTE WATER: ENGINEERING:
FIRE: BUILDING: COMMENTS:
INSURANCE BINDER --f-ISSWE DATE --------------- ____ 4
1
12
1
7/ - 2018
PLEASE NOTE THAT THIS BINDER IS FOR TEMPORARY INSURANCE FOR A TWELVE -DAY PERIOD. THIS BINDER EXISTS ON ITS OWN TERMS
AND EXPIRES ON ITS OWN TERMS, WHEN A BINDER EXPIRES ON ITS OWN TERMS, NO COVERAGE EXISTS THEREAFTER, REQUIREMENTS
FOR NOTICE OF CANCELLATION TO INSUREDS 00 NOT APPLY TO EXPIRED BINDER.
PRODUCER INSURER(S) AFFORDING COVERAGE
Cobblestone Financial Group INSURER A: Western World Insurance Company
PO Box 2245
Apopka, FL 32704 INSURER 8: N/A
INSURED
INSURER C: N/A
INSURER D: N/ABrianLukeRiteAngle, Plumbing Services LLC
6842 Mapperton Drive
Windermere, FL 34786
INSURER E: N/A
BINDER TERMS:
THE FOLLOWING COVERAGE HAS BEEN BOUND PROVIDED TAPCO RECEIVES A PROPERLY COMPLETED APPLICATION AND A PREMIUM
PAYMENT WITHIN 12 DAYS OF THE EFFECTIVE DATE. FAILURE TO REMIT PREMIUM AND APPLICATION WITHIN 12 DAYS OF THE EFFECTIVE
DATE SHOWN BELOW WILL NULLIFY AND VOID THIS BINDER,
INS R COVERAGES BINDER _1D_ O D SED CiVifff
LTR EFFECTIVE DATE EXPIRATION DATE
A GENERAL LIABILITY LSXAF-S 4125/2018 4/25/2019 GENERAL AGGREGATE 600,000
300.000PRODUCTS-COM/OP AGG,
300,000PERSONAL4Aov. INJURY
300,000EACHOCCURRENCE
100,000DAMAGEPREMRENTEQT6YOU
5,000MEDEXPENSE (Any one Person)
B PERSONAL LIABILITY COMBINED SINGLE LIMIT
MEDICAL PAYMENTS TO OTHERS
C EXCESS LIABILITY EACH OCCURRENCE
AGGREGATE
D
E PROPERTY
80105ING
CONTENTS
BUSINESS INCOME
THIS INSURANCE IS ISSUED PURSUANT TO THE FLORIDA SURPLUS LINES LAW. PERSONS INSURED BY SURPLUS LINES
CARRIERS DO NOT HAVE THE PROTECTION OF THE FLORIDA GUARANTY ACT TO THE EXTENT OF ANY RIGHT OF RECOVERY
FOR THE OBLIGATION OF AN INSOLVENT UNLICENSED INSURER.
SURPLUS LINES INSURERS' POLICY RATES AND FORMS ARE NOT APPROVED BY ANY FLORIDA REGULATORY
AGENCY.
DESCRIPTION OF OPERATIONS I SPECIALTY ITEMS
Plumbing residential or domestic
SURPLUS LINES AGENT VIRGINIA CLANCY LICENSES A206695
13577 FEATHERSOUND DRIVE PO BOX 17069 CLEARWATER, FLORIDA 33762
NAME AND ADDRESS
CITY OF SANFORD
300 N, PARK AVENUE
SANFORD, FL 32771
AUTHORIZED SIGNATURE
110 LUAU Myal N 3 a I Us
Altamonte Springs, Casselberry, Lake Mary, Longwood,
Sanford, Orange County, Seminole County, Winter Springs
3/8/2018
Date:
I hereby name and appoint:_® Keith Owens
an agent of: Rite Angle Plumbing
Name of cornpwly)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
0 The specific permit and application for work located at:
Street Address)
3/8/2019
Expiration Date for This Limited Power of Attorney:
License Holder Name: Rite Angle Plumbing
State License Number: CFC 1427530
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF Ora n
The foregoing instrument was acknowledged before me this, day of X4LAe)
201 by Brian Luke
L,
FL. -DL. -Lic.
who is o personally known
astomeorawhohasproduced
identification and who did (did note tak an oath.
Notary Seal)
ENS] 801361E G OWENSBC0
F;;-*'v-
ION A FFPAYrOMMISSION # FF1 70911h
G
22. 201822XPIRESNovember .718EXPIRES _XPI v'm'
5,3 Flork"INota Setvice-com
Rev. 08.12)
Print or type name
Notary Public - State of
Commission No.
My Commission Expires:_ZZ_:Z L
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Page 2
Application Number . . . . . 18-00003380 Date 10/23/18
Application pin number . . .
Permit Fee Total 90.00
Other Fee Total 549.63
Grand Total 639.63
324520
00 .00 90.00
520.63 .00 29.00
520.63 .00 119.00
FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.
NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED.
NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED.
FIRE INSPECTIONS CITY OF SANFORD
407.562,2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541,2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688,5080
Page 3
Application Number 18-00003380 Date 10/23/18
Property Address . . . . . . 1318 WILLIAMS AVE
Parcel Number I . 36,19,30.515-OG00-0330
Application description . . . NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name . . . . . . A.D. CHAPPEL SUBDIVISION
Property Zoning . . . . . . . MULTIPLE FAMILY
Permit . . I , . . PLUMBING PERMIT -NEW RESIDENC,
Additional desc . .
Phone Access Code 1083864
Permit pin number 1083864
Required inspections
Phone Insp
Seq Insp# Code Description Initials Date
10 322 B PLUMBING UNDERGROUNDM
10-1000 311 03 SEWER
20 312 (PO 4 TUB SET
I1000313P05PLUMBING FINAL
8 K eN0Ummmwmm~~^~"^
Nuclear Gauge
8kAssociates, Inc. Report Date: 11/6/2O18 Orlando
Branch Florida
CA 8008
South Orange Avenue Orlando,
pcaxmo Phone:
407-855-3860 Black
Street Enterprise 1433DHampshire
Bay Circle Winter Garden,
FL 34787 Project: 18'
5795
1318VW|iamnAvenue
1318Williams Avenue
Sanford, FL 32771
Test Results Test #
Retest Of
Test
Date
ProctorlD
Method
Soil Classification Optimum
Moisture
N
Maximum
Dry
Density
Pcf)
In Place
Moisture
In Place
Dry
Density pcf)
Probe Depth
in)
Percent
Compaction
Min
Comp.
N
Remark Test
Information Test #
Test Location
Elevation Reference Gauge Make / Model
f
SN Calibrated Field Technician I Slab On
Grade: North Side of Pad 10 Slab St:bgrade Troxler / T-3430 / 99999 / 7/19/2017 Walls, Wendell 2 Slab On
Grade: South Side of Pad 1.0 Slab Subgrade Troxier / T-3430 / 99999 / 7/19/2017 Walls, Wendell 3 Footings: South
Side of Footing 1.0 Bottom of Footing Troxier / T-3430 / 99999 / 7/19/2017 Walls, Wendell 4 1 Footings:
West Side of Footing 1.0 Bottom of Footing Troxier / T-3430 / 99999 / 7/19/2017 Walls, Wendell 5 1 Footings:
North Side of Footing 1.0 Bottom of Footing Troxier I T-3430 / 99999 / 7119/2017 Walls, Wendell Remarks Comments Pass:
Density Pass
Tests are "Direct Transmission' (Method A) unless probe depth is noted as Backscatter'. Gauge calibration
data on file with the testing agency. This item has
been digitally signed and sealed by Jason Parker, P.E.
on Nov 06, 2018 using a Digital Signature. Printed copies of
thisdocmnen are not considered signed and sealed and
the SHAauthentication code must b* verified onany electronic copies.
AS A MUTUAL PROTECTION TO
OUR CLIENT, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF Page 1ofl THE CLIENT, AND AUTHORIZATION FOR
PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
V-
mw'm ArdamanA- -
In & Associates, Inc.
Florida Certificate of Authorization No. 00005950
Ardaman & Associates, Inc.
0008 South Orange Avenue
Orlando, Florida 32809
Phone (407) SW31160
FAX (407) $59-7023
Project Name: 1318 Williams Avenue Date Sampled: 11/2118
Project Location: Sanford, Florida Sampled By: ww
File Number: 18-5795 Date Tested: 11/5118
Client Name: Black Street Enterprise Tested By: DS
mmmmmmmmmmmmmmmmmmmmmmmmm
MMMMMMMmmmmmmg M mmmmmmmmMMMMMMMMMMMMML'INMMMMmmmmmmm
mmmmummmmmmmmmmmmmmmmmm
mmmm mmmmmmmmmmmqmmmmmmm
mmmmmmmmmmmmmmmwmmmmmmmmm
mommmmmmmmmmmmmemmmmmmmmm
M mmmmmmmmmmmmm wmmmmmmmm
MMMMMMMMMMMMMMMM"MMMMmmmm
mmmmmmmmmmmmmmmmmwmmmmmmm
mmmmmmmmmmmmmbmmmmmmmm
mmmmmmmmmmmmmmmmmmmmmmmmm
MMMMMMMMMMMMMMMMMM"Mmmmmm
M2M=II=MMMM=IMw= mmmmmmommmm
MMMMMMM
MMMMMMMMMMM
mmmmmmmmmmmmmmmmmmmmmmm
M
M
mmmommmmmmmmmmmmmm M
mmmmmmmmmmmmmmmmmmmwm
MMMMMMMMMMM 1111011111111MMMM
MMMMMMMMMMMMMwMMMMIWI=MMM
MIIIIIIIIIIIIIIIIII01111100111IMM mmmmummmmmmmmm
mmmmmmmmmmmmm MMMMMMMMMw
mmmmmmmmmmmmmmmmmmmmmmmm
mmmmmmmmmmmmmmmmmmmmmmomm
IWIMMIMIMMIMMIMMIMMMIMMIMIMMIMIMMIMI MIM
TEST RESULTS
Maximum Dry Density Optimum Moisture Fines Passing #200
PO Content (%) I Sieve (%)
108.7 12.2 1.7
SAMPLE NUMBER: MP-1
TEST METH: OD ASTM D-1557
OSAMPLEDESCRIPTIN: rangish light brown fineO sand
SAMPLE LCATIN: OO House Pad llfv=
11111 i J1 4STATE
c)r V
it/it 4e W."
iS928 1*
bQMWY.--Th* U6001040 maiMmMMONS OLK
written *Woval. Our Fe OW reports apply or4y to Me ample ftftd and or Irepacted, and are not inftallva
of theqmnWn of appar" WwWk* or gftlar producia. 1*
bQMWY.--Th* U6001040 maiMmMMONS OLK
written *Woval. Our Fe OW reports apply or4y to Me ample ftftd and or Irepacted, and are not inftallva
of theqmnWn of appar" WwWk* or gftlar producia.
2018
1Z
BUILDING DIVISION
ST, I
PERMIT APPLICATION
BLDG Permit#
Application No: 18-3380
Documented Construction Value: $ 3500-00
Job Address: 1318 Williams Ave Sanford, Florida 32771 Historic District: Yes [I Nonx
Parcel ID: 25-19-30-515-OG00-0330 Residential nx Commercial 11
Type of Work: New nx Addition El Alteration [I Repair El Demo El Change of Use El Move
Description of Work: New Home Construction - Electrical
Plan Review Contact Person: Edward Williams Title: Owner
Phone: 386-478-6985 Fax: Email: edward@ledelectricalcontractorsllc.com
Property Owner Information
Name ane 11 -JPhone: 407-732-9311 Street:
1318 Williams Ave Resident of property?: Yes City,
State Zip: Sanford, Florida 32771 Contractor
Information Name
LED Electrical lqtE' Phone: 321-578-2312- street:
5-TuMejtine-Rd- Fax: City,
State Zip: State License No.: ER13015440 Architect/
Engineer Information Name:
N/A Street:
City,
St, Zip: Bonding
Company: N/A Address:
Phone:
Fax:
E-
mail: Mortgage
Lender: N/A Address:
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED
ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to
the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 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
NP11LE: 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 pert -nit fees when the pert -nit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work wilt be
done in compliance with all applicable laws regulating construction and zoning.
Signature ofOwner/Agent
Print Owner/Agent's Natne
Date
lox, It
Signature of Contractor/Agent Date
P ' Contractor/Agent'sNanie
a — ®1 v o.30.
Signature of Notary -State of Florida Date Signature < Notar
ANNETTE BLAND
Notary Public - State of Florida
Commission # GG 060623
My Con. girej,Jan?<-16
Owner/Agent is Personally Known to Me or Contra r is r na y n1601
201wnMe or Produced
ID — Type of ID Produce it) — I Y—pe-of M BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building R Electrical El Mechanical R Plumbing El Gas 11 Roof El Construction
Type: Occupancy Use: Total
Sq Ft of Bldg: Min. Occupancy Load: Flood
Zone: of
Stories: New
Construction: Electric - # of Amps Plumbing - # of Fixtures Fire
Sprinkler Permit: YesFJ NoF] # of Heads APPROVALS:
ZONING: ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Fire
Alarm Permit: Yes [] No [I WASTE
WATER: BUILDING: