HomeMy WebLinkAbout1811 W 15 St 18-1125 New construction SFHJob Address: —,I X t I
IDParcel • 3 7 ,
Type of Work: New
Description of Work:
Plan Review nt,
Phone: i'
yam i • •
I
MAR s iQ "•
9 Addition
MrAl cr
Person: A
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CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
pplication No:
313 76 2
Documented Construction Value: S ,
e P.V' aw Historic District: Yes No
Residential Commercial
Alteration Repair Demo Change of Use Move
V Fe., e: r 7" spW14-V h'V'N „ - -*
t&/ 2
Email:
Property Owner Information
Name 6&Vmi Phone
Street: Resid
City, State Zip: 1o?
Name
Street:
City, State Zip:
Contractor Information
Phone: 3-5- 2
Fax:
State License No.:
Architect/Engineer Information C Jam% y'la
Name:
a p
Phone:
Street: O ! %V` Off/ Fax: SOS —
City, St, Zip: E-mail: / Q/di @ J'Q%J
Bonding Company:
Address:
Mortgage Lender:
Address: nrj
m
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: 51b Edition (2014) Florida Building Code
Revised: June 30, 2015 326515 Permit Application
N0710E: 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 1 w regulating construction and zoning.
Pat a of Wnmr/Agent Ljaic Signature of Contractor/Agent Date
03 o/. )e
pojjr BLANTON
MY COtil,&3s,ON B rr 178848
EXPIRES: Felxuzry 25.2019
owded Th-146"y Pu'l" U
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
e;x^ - l 1 18.9 I
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Buildingla Electrical 2 Mechanical g Plumbing® Gas[] Roof Construction
Type: V S Occupancy Use: 23 Flood Zone:` Total
Sq Ft of Bldg: Z468 Min. Occupancy Load: t 'C # of Stories: New
Construction: Electric - # of Amps KI-0Plumbing - # of Fixtur Q Fire
Sprinkler Permit: Yes No 1 # of Heads APPROVALS:
ZONING: UTILITIES: ENGINEERING
Wkf— Z - l 8 FIRE: Fire
Alarm Permit: Yes No WASTE
WATER: BUILDING:
JF 9- 6- IS COMMENTS: _'
Y
ISM 00't-7500 eLo 4PL /W Ok
to construct Single Family Structure as shown on plan. Meets area and dimension regulations per _ variance
approved on July 31, 2017. Covered parking, either garage or carport, meeting the requirements
of the land Development Regulations shall be required. Per Schedule J, at least one (1) Revised:
Ju• tree
shall be located in the required front yard. Permit
Application
s
CITY OF SANFORD
Contractor Registration Application
P. O. Box 1788, Sanford, FL 32772-1788
Phone: 407.688.5150 Fax 407.688.5152
Email: building@sanfordfl.gov
Date: O 1111(
Business Name:
Business Mailing Address: xtgpc _L40E
City: State: TL Zip: 2—
Business Phone: 7 . (OlT Fax: Email.
Name of Qualifier on State License: J Wgu
State License ClassificE
State License Number:
Applicant's Si
A registration fee is not required. We do not mail confirmation of registration.
State Certified Contractors:
State license from Department of Business and Professional Regulation.
Certificate of workers compensation insurance AND general liability with the City of Sanford listed as the
certificate holder. If faxed or emailed it MUST come from the insurance agent/company. Certificates from
contractor's offices are not accepted.
Copy of valid business tax receipt
State Registered Contractors:
State license from Department of Business and Professional Regulation.
Current Seminole County Comp Card
Certificate of workers compensation insurance AND general liability with the City of Sanford listed as the
certificate holder. If faxed or emailed it MUST come from the insurance agent/company. Certificates from
contractor's offices are not accepted.
Copy of valid business tax receipt
Specialty Contractors
Certificate of workers compensation insurance AND general liability with the City of Sanford listed as the
certificate holder. If faxed or emailed it MUST come from the insurance agent/company. Certificates from
contractor's offices are not accepted.
Copy of valid business tax receipt
Control # City Registration #
Rev. 07.16
SCPA Parcel View: 34-19-30-5AK-OA00-O48B Page 1 of 2
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Parcel Information
Property Record Card
Parcel: 34-19-30.5AK-OA00-048B
Property Address: 1811 W 15TH ST SANFORD, FL 32771-3104
Parcel 34.19-30-5AK-OA00.048B
Owner CAMSAVE PROPERTIES LLC
Property Address 1811 W 15TH ST SANFORD, FL 32771-3104
Mailing 2269 S UNIVERSITY DR UNIT 372 DAVIE , FL 33324-
Subdivision Name SMITHS M M 2ND SUBD tB1 P1011
Tax District S1-SANFORD
DOR Use Code 00-VACANT RESIDENTIAL
Exemptions
Legal Description
E 49 FT OF W93 FT OF N
1/2 OF LOT 48 BLK A
M M SMITHS 2ND SUBD
PB 1 PG 101
Taxes
Value Summary
2018 Working
Values
2017 Certified
Values
Valuation Method Cost/Market Cost/Markel
Number of Buildings 0 0
Depreciated Bldg Value
Depreciated EXFT Value
Land Value (Market) 8,611 8,611
Land Value Ag
Just/Market Value " 8,611 8,611
Portability Adj
Save Our Homes Adj O s0
Amendment 1 Adj O s0
P&G Adj O O
Assessed Value 8,611 8,611
Tax Amount without SOH: $163.98
2017 Tax Bill Amount $163.98
Tax Estimator
Save Our Homes Savings $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 8,611 O 8,611
Schools 8,611 s0 8,611
City Sanford 8.611 s0 8.611
SJWM(Saint Johns Water Management) 8,611 s0 8,611
County Bonds 8.611 O 8.611
Sales
Description Date Book Page Amount Qualified Vaclimp
WARRANTY DEED 5/1/2017 08932 1480 3,000 Yes Vacant
QUIT CLAIM DEED 5/1/2015 08472 0761 100 No Vacant
TAX DEED 10/1/2013 08150 1821 2,200 No Vacant
WARRANTY DEED 10/1/1978 01194 1 1698 1001 No Improved
WARRANTY DEED 10/1/1978 1 01194 11697 1$100 1 No Improved
Find Comparable Sates
Land
Method Frontage Depth Units Units Price Land Value
FRONT FOOT d DEPTH 1 49.001 145,00 0 174.001 8,61111
Building Information
Permits
http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=3419305AKOA00048B 3/1 /2018
wwvr-. : A tiw
This Instrument Prepared by: Lorene Seeler Young, EsquireLoreneSeelerYoung, P.A.
9124 Griffin RoadFlorida 33328CooperCity,
Property Appraisers Parcel
Identification (Folio) Numbers: 34_1 g_30-5AK-0A00-048B
NOTICE OF COMMEN
To whom it may concern:
The undersigned hereby informs all concerned that improvements will be made to certain real property, and
in accordance with section 713.13 of the Florida Statutes, the following information is stated in this Notice of
Commencement.
LEGAL DESCRIPTION OF PROPERTY: (INCLUDE STREET ADDRESS, IF AVAI
The East 49 feet of the West 93 feet of the North 112 of Lot 48 In
SUBDIVISION, according to the Plat thereof as recorded
Property Address: 1811 W.15 Street, Sanford, Florida 32771
GENERAL DESCRIPTION OF IMPROVEMENTS:
New Construction
OWNER'S NAME AND ADDRESS& i
CAMSAVE PROPERTIES, LLC, a Florida limited liability company iOWNER'S INTEREST IN SITE OF THE IMPROVEMENT:
FEE SIMPLE TITLE HOLDER `
CONTRACTOR'S NAME AND ADDRESS: I
HOLLY HOMES, INC. I
4515 LEOLA LANE
ORLANDO, FL 32812 +,
SURETY NAME AND ADDRESS AND AMOUNT OF BOND: (IF ANY) 1
A, M.M. SMITH'S SECOND
N/A I
ANY PERSON MAKING A LOAN FOR THE CONSTRUCTION OF THE McROVEMIENTS NATO AND DRESS:
NONE 1
PERSON WITHIN THE STATE OF FLORIDA DESIGNATED BY OWNER UPON WHOM NOTICES OR OTHER
DOCUMENTS MAY BE SERVED NAME AND ADDRESS: I
N/A
SRECEIVED1llONTOHIMSELF,
OWNER DESIGNATES THE FOLLOWINGPERSOTI TO
OWSNOTICE AS PROVIDED IN SECTION 713.13 (1) (iT)FLORIDA STATUTES, A COPY OF THE
OWggR'S OPTION) AME AND ADDRESS: (AT
NONE 4
I .
MAN IMQAM
STATE OF FLORIDA
COUNTY OF BROWARD
instrument was acknowledged before me on February , 20`l8, by MANTIN QAAIAR, who is
The foregoing produced a valid drivers license produced the following as identificau n:
personally known to me
I
I
My Commission Expires: `
I
jqo--'s'j'p4ature
CLARA NOEUA MENDEZ
i + MY COMMISSION 9 FF198/581
EXPIRES: Apil12. 2M or
F%Q Bonded Tluu Budget Note y Services I
I
I
I
I
COUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100003 DATE: March 23, 2018
BUILDING APPLICATION #: 18-10000304
BUILDING PERMIT NUMBER: 18-10000304
UNIT ADDRESS: W 15TH ST 1811 34-19-30-5AK-OA00-048B
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: CAMSAVE PROPERTIES LLC
ADDRESS: 2269 S UNIVERSITY DR UNIT 372 PLANTATION FL 33324
LAND USE: NEW SINGLE FAMILY
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 1811 W 15TH ST / SMITHS M M 2ND / SFR
PREVIOUS SFR DEMO 1996
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
ROADS-ARTERIALS N/A
ROADS -COLLECTORS N/A
00
FIRE RESCUE N/A
00
LIBRARY N/A
00
SCHOOLS N/A
00
PARKS N/A
00
LAW ENFORCE N/A
00
DRAINAGE N/A
00
AMOUNT DUE .00
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE
SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN REOUEST WITHIN 45 CALENDAR
DAYS OF THE DATE ABOVE BUT NO LATER THAN
CERTIFICATE OF OCCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW
OPIESEETOF RULESEGOVERNINGSAPPEALS
HE MAYNTYE PICKED UP, ORENTREQUESTED,
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
SXKFORD
FIRE DEPARTMENT
Application Number: 18-1125
Project Description: New SFR
Job Address: 1811 W 15'h Street
Building & Fire Prevention Division
PLAN REVIEW COMMENTS
Date: 05/03/2018
Contact Name: Andrew Nutt
Contact Email: mantinheler(a,)hotmail.com
This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a
complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be
submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as
amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two conies ofaffected plan sheets and/or
supplemental information as requested. Permit submittals will not be accepted without two conies.
COMMENTS:
This is an INCOMPLETE review due to the extreme amount of missing and inconsistent information presented on the plans.
A. The plans have been designed to comply with the 2014 Florida Building Code. The current code in effect is the 2017 Florida
Building Code and the 2014 National Electric Code. Both codes shall be properly referenced on the plans.
FBC 107
12. The cover sheet lists the occupancy as R-1. This is a single-family home; the occupancy is R-3.
FBC 107, FBC 310
3. The Window Schedule shows the design speed at 135mph. The Wind Design Data indicates the home to be built at 150mph. The
wind speed for the City of Sanford is 139mph Ultimate Wind Speed. All wind design data shown on the plans shall be consistent and
meet the wind speed for the City of Sanford.
FBC 107
J4. The plans are required to be drawn to minimum'h" per 1 foot scale. There are many drawings that do not meet this minimum scale.
Please revise any drawings to meet the minimum scale required.
FBC 107
Please submit two (2) copies of an Electrical Load Calculation, in accordance with NEC Article 220, indicating the required
minimum service size.
FBC 107
6. lease provide two (2) copies of a Service Riser Diagram indicating the service size and the bonding to the footer steel, in
ccordance with NEC 250.50..
FBC 107
17. The plans include a mechanical plan page with commercial applications and ductwork that differs drastically from the HVAC duct
layout included with the equipment sizing calculations from the hvac contractor. The plan page either needs to match the duct layout
from the hvac contractor or delete the page completely from the plans.
FBC 107
AThe plans contain many notes, references and code sections that do not apply to Residential R-3 construction, such as
on the plumbing plan page and the F1.01 page. Either delete these pages/details from the plans or the home will be
required to comply with these Commercial requirements.
FBC 107
9. Plan page Pl .01 indicates an R-2 Occupancy for an Apartment House. See previous comment 48
FBC 107
10. Plan page P1.01 appears to show multiple cleanouts (how will access be provided?) and floor drains? Again see
previous comment #8
FBC 107
C lease provide two (2) copies of signed and sealed Truss Engineering for the home
107, FBC 2303.4.1.1
Q12 Please provide two (2) copies of a Truss Placement Diagram from the truss manufacturer
C 107, FBC 2303.4.2
J13. The plan page that shows the truss layout is required to indicate the truss ids — matching the truss placement diagram
from the truss manufacturer.
FBC 107
4. lease provide two (2) copies of Florida Product Approval and corresponding installation instructions as none were
p ovided.
FBC 107
C)-s
lease provide two (2) copies of a Sanford Product Approval Specification Sheet that includes the garage door, roof
and roof underlayment.
FBC 107
Q16 The Energy Calculations indicate insulation for concrete walls. The exterior walls of the house are wood frame.
ease revise the energy calculations as necessary.
FBC 107
17. he correct jurisdicition for the City of Sanford is 691500. Please revise the Energy Calculations cover sheet
C 107
18. wo (2) copies of Energy Calculations and Equipment Sizing Calculations are required. Only 1 copy was submitted.
107
D9') he conditioned floor area as indicated on the Energy Calculations is 2200 square feet. The plans specify a floor area
o277square feet. Both calculations shall match. Revise as necessary FBC
107 Q0.
The wood frame walls must have a minimum insulation value of R-13. The Energy Calculations specify R-11. se
revise as necessary. FBC
107, Florida Energy Conservation Code R402.1.2 21.
There are many structural details missing from the plans, such as a complete header detail and location of the headers. Also
the truss hold-downs are called out differently. The plans need to be revised for consistency and all structural details provided.
FBC
107 Any
error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances
of this jurisdiction. Office
meelihhps with lite plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully,
Steve
Fiorey, CBO Deputy
Building Official 2-
May 2018
CITY OF SANFORD,
BULIDING & FIRE PREVENTION DIVISION
PLAN REVIEW DIV.
PERMIT M 18-1125
As the engineer of record of the project referenced below, JUAN LUGO with professional
engineer's license No. 78670 of the state of Florida, here by submit the revisions requested
by the plan review division.
Project: NEW RESIDENCE SFR
OWNER & BUILDER: CAMSAVE INC
PERMIT #: 18-1125
Revisions
1. Comment #1 'Codes shall be properly referenced on the plans'. The plans were referenced
properly on plans. See Page A.00.
2. Comment #2'This is a single-family home; the occupancy is R-3'. The occupancy group was
change to R-3. See Page A.00
3. Comment #3 'All wind design data shown on the plans shall be consistent and meet the
wind speed for the City of Sanford'. The wind design speed was modified to be consistent
with the wind speed for city of Sanford. See A1.00
4. Comment #4 ?he plans are required to be drawn to minimum''/," per 1 foot scale'. All the
plans were adapted to be " per 1 foot scale as required. All pages
S. The plan page either needs to match the duct layout from the hvac contractor or delete the
page completely from the plans'. The plan page M1.02 was completely removed from the
plans.
6. About comments #8,9,10: Pages P1.00, P1.01 and P1.02 were completely removed from
plans.
7. Comment #21 'The plans need to be revised for consistency and all structural details
provided'. Plans were revised for consistency and structural details were provided. See
S1.03.
Regards,
J
Si Wifre Design Plans
4- 8 111 Ave
Hialeah, FL 33013
Phone: (305) 9005647 ext.106
Email: customerservice@sdp-us.com
0%111ifnna.
A. N
NO. 70 1
t A'P OF
SON A„ %0'0
May 2018
CITY OF SANFORD,
BULIDING & FIRE PREVENTION DIVISION
PLAN REVIEW DIV.
PERMIT #:18-1125
As the engineer of record of the project referenced below, JUAN LUGO with professional
engineer's license No. 78670 of the state of Florida, here by submit the revisions requested
by the plan review division.
Project: NEW RESIDENCE SFR
OWNER & BUILDER: CAMSAVE INC
PERMIT #: 18-112S
Revisions
1. Comment #1 'Codes shall be properly referenced on the plans'. The plans were referenced
properly on plans. See Page A.00.
2. Comment #2 This is a single-family home; the occupancy is R-3'. The occupancy group was
change to R-3. See Page A.00
3. Comment #3 'All wind design data shown on the plans shall be consistent and meet the
wind speed for the Cib, of Sanford'. The wind design. speed was modified to be consistent
with the wind speed for city of Sanford. See A1.00
4. Comment #4 The plans are required to be drawn to minimum''/," per 1 foot scale'. All the
plans were adapted to be " per 1 foot scale as required. All pages
S. The plan page either needs to match the duct layout from the hvac contractor or delete the
page completely from the plans'. The plan page M1.02 was completely removed from the
plans.
6. About comments #8,9,10: Pages P1.00, P1.01 and P1.02 were completely removed from
plans.
7. Comment #21 The plans need to be revised for consistency and all structural details
provided'. Plans were revised for consistency and structural details were provided. See
S1.03.
Regards,
J
SW ure Design Plans
4380 E 11 Ave
Hialeah, FL 33013
Phone: (305) 9005647 ext.106
Email: customerserviceiysdp-us.com
p,,N A.
N • 867 z L
9 T E,OF
v:
Sri S ONAI. .•`.
wtn%, PLANNING AND DEVELOPMENT SERVICES DEPARTMENT
WWW.SANFORDFL.GOV
July 31, 2017
MAILING ADDRESS
CRY OF SANFORD
POST OFFICE Box 1788 Aida Bermudez
SANFORD, FLORIDA 32772-1788 8155 Eider Drive
Orlando, FL 32825
PHYSICAL ADDRESS
CITY HALL RE: Variance request for 1811 W. 1511i Street
300NORTH PARK AVENUE Parcel Number: 34-19-30-5AK-OA00-048B SANFORD. FLORIDA32771-1244 Dear
Ms. Bermudez: TELEPHONE
407.
688.5140 On
July 31, 2017, the Administrative Official, pursuant a recommendation made FACSIMILE
by the Development Review Team, approved the Variance request to reduce the 407.
688.5141 requirements of Schedule C for a single family home within the MR-2, Multiple Family
Residential zoning district at 1811 W. 15th Street subject to the following CITY
COMMISSION condition: JEFFTRIPLETT
MAYOR
1. Covered parking, either garage or carport, meeting the requirements of the Land
Development Regulations shall be provided. ART
WOODRUFF 2. The existing fence shall be removed or relocated if determined to be in DIsTRICT1conflict
with the proposed structure. DR.
VELMA H. WaLtAMs DIsmcT2
Be on notice that appeals of the above decision may be made to the City PATRICKAUSTIN
Commission by any person aggrieved or by any officer, board or agency of the DISTRICT3
City including the City Commission within thirty (30) calendar days of the PATTY
MAHANY Administrative Official's action. The applicant shall be required to withhold all DISTRICT4
action on the property until the 31 st day past the date noted above. If
you have any questions please call this office. CITYMANAGERNORTON
N. SONAPARTE, JR. Respectfully,
CITY
OF SANFORD Russ
son, ATOP Planning &
Development Services Director RG/
jg T-
ADevelopment RevieMl 1-DRT Agenda-CoverMemOALegal Ads & Letters1201 M I I W. 156 Street- Variance.doc
Job Address: i X t I
Parcel ID• 3
Type of Work: New
Description of Work:
Plan Revieo 9zz ?g
Phone:
f %•
t'
MAR
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: f-/I0),S
Documented Construction Value: S
771All5' j : HtsDistrict: Yes No
J Residential Commercial
Addition Alteration Repair Demo Change of Use Move
Person: /oalerliv Title:
e?A? Fax:
Z / S o1- 7 Email: iYIGG II'!Ap>1co G iYI. C,eAy7 Property
Owner Information Name
4AI67 l t Phone• Street:
Resident of property? City,
State Zip: o? Contractor
Information Name
Street:
City,
S1 Phone--
o,2-',3'-i/vi- Fax:
State
License No.: ArchiteeVEngineer
Information C a'-J Name:
a
q Phone:
Street
0l %VW pY/ Fax: OS — City,
St, Zip: .. 1 E-mail: Vd-IA " Bonding
Company: Address:
Mortgage
Lender: Z /IA 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: 5111 Edition (2014) Florida Building Code Revised:
June 30, 2015 Permit Application
O CE: 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 1 w regulating construction and zoning.
gnat -of weer/Agent D to signature of Contractor/Agent Date
03. o/. /e
SBIE BLANTON
MY Co L+AI">51rvN B r 25,201,9EXPIRES: Fe0nlZry
Bonded TAN
Owner/Agent is _, e_ Personally Known to Me or
Produced ID Type of ID
ems 1 1011
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg:
Flood Zone:
Min. Occupancy Load: # of Stories:
New Construction: Electric - It of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: UTILITIES: /L 3' WASTE WATER:
ENGINEERING: FIRE:
COMMENTS:
BUILDING:
Revised: June 30, 2015 Permit Application
REQUIRED INSPECTION SEQUENCE
Er"It m;
i max IIns ection IlDescri tibnn
Footer / Setback
Stemwall
c% Foundation / Form Board. Survey
Slab [Mono Slab Pre our
Lintel / Tie Beam / FilI / Down Cell
Sheathing — Walls-
2 O Sheathing— Roof -
Roof Dry In
O Frame
SO Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
co Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building -
Final Door.
Final Window, -
Final Screen Room
Final. Pool Screen Enclosure.
Mobile Home Building Final
Pre -Demo
Filial Demo
Final Single. E'amiT - Residence.
Final. Building Other
Address.-
tEGTg21 4L.7bon1 T
IIDn3 ectIl®® Description
A Electric Underground
10 Footer / Slab Steel Bond
7-0 Electric Rough
O T.U.G.
Pre -Power Final
Electric Final
KTimin Max IInns ectionn IIDescrn tion
Mechanical Rough
Mechanical. Final
IL
Max rims ectiont. DDescri tion
Gas Underground
Gas Rough
Gas Final
REVISED: June 2014
Revision
Response to Comments
City of Sanford
Building & Fire Prevention Division
JU Y,1 "Ag I. Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Permit #la
Project Address:_
Contact:
Ph: _ -2 t'
Email:
Trades encompassed in revision:
Building
Plumbing
Electrical
Mechanical
Life Safety
Waste Water
Submittal Date
T
General description of revision:
ROUTING INFORMATION
Department Approvals
Utilities
Waste Water
Planning
Engineering
Fire Prevention
0 Building 5F- ?- 6.IR
Application Number: 18-1125
Project Description: New SFR
Job Address: 1811 W 15" Street
row„
BUILDING DIVISION
PLAN REVIEW COMMENTS
Date: 06/26/2018
Contact Name: Andrew Nutt
Contact Email: AnuttinFl.na,aol.com
This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a
complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be
submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as
amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two conies of affected plan sheets and/or
supplemental information as requested/ Permit subnduals will not be accepted without two copiesinformationasrequested. Permit submittals will not be accepted without two copies.
2nd PLAN REVIEW COMMENTS:
The following comments from the initial Is' review have not been answered **
5. Please submit two (2) copies of an Electrical Load Calculation, in accordance with NEC Article 220,
indicating the required minimum service size.
FBC 107
6. Please provide two (2) copies of a Service Riser Diagram indicating the service size and the bonding to the
footer steel, in accordance with NEC 250.50.
11. Please provide two (2) copies of signed and sealed Truss Engineering for the home
FBC 107, FBC 2303.4.1.1
12. Please provide two (2) copies of a Truss Placement Diagram from the truss manufacturer
FBC 107, FBC 2303.4.2
14. Please provide two (2) copies of Florida Product Approval and corresponding installation instructions as
none were provided.
FBC 107
15. Please provide two (2) copies of a Sanford Product Approval Specification Sheet that includes the garage
door, roof vents and roof underlayment.
FBC 107
16. The Energy Calculations indicate insulation for concrete walls. The exterior walls of the house are wood
frame. Please revise the energy calculations as necessary.
FBC 107
17. The correct jurisdiction for the City of Sanford is 691500. Please revise the Energy Calculations cover sheet
FBC 107
18. Two (2) copies of Energy Calculations and Equipment Sizing Calculations are required. Only l copy was
submitted.
FBC 107
19. The conditioned floor area as indicated on the Energy Calculations is 2200 square feet. The plans specify a
floor area of 2277 square feet. Both calculations shall match. Revise as necessary
FBC 107
20. The wood frame walls must have a minimum insulation value of R-13. The Energy Calculations specify R-
1 1. Please revise as necessary.
FBC 107, Florida Energy Conservation Code R402.1.2
Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal
ordinances of this jurisdiction.
Mice meetings with lire plans examiner to discuss comments will require an appointment, arranged by Phone or email prior to arrival.
Respectfully,
Steve Fiorey, CBO
Deputy Building Official
2-
BP200I01 CITY OF SANFORD 3/01/18
Application Inquiry 10:11:59
Application number . . . . . : 97 00000591
Application status, date . . : CLOSED
Property . . . . . . . . . . : 1811 W 15TH ST
Parcel Number. . . 34.19.30.5AK-0A00-048B
Old CID . . . . . . . . . . . .
Subdivision . . . . . . . . : SMITH, M.M 2ND SUB BLK A
Zoning . . . . . . . . . . . : MR2 MULTIPLE FAMILY
Application type . . . . . . : DSFH DEMOLITION - SINGLE
Application date . . . . . . . 12/05/96
Tenant number, name . . . . .
Master plan number, rev'wd by:
Estimated valuation . . . . .
Total square footage . . . . .
Public building . . . . . . . NO
Work description, qty . . . .
Pin number . . . . . . . . . . 5217
Application desc . . . . . . .
Press Enter to continue.
F3=Exit FS=Land inq F7=Appl names
133
4500
0
2/04/15
FAMILY HOM
F8=Tracking inq F9=Bond inquiry
F11=Receipts F12=Cancel F13=Val calcs F14=Misc info F24=More keys
F10=Fees
City of Sanford
Planning and Development Services
Engineering — Floodplain Management
Flood Zone Determination Request Form
Name: Andrew Nott Firm: Holly Homes, Inc.
Address: 2220 Cypress Cove Drive
City: Tavares State: FL Zip Code: 32778
Phone: 754.423.2828 Fax: 954.543.7297 Email: mantinhelen@hotmail.com
Property Address: 1811 W.15th street
Property Owner: Camsave Properties, LLC
Parcel identification Number: 34-19-30-5AC-oAoo-0480
Phone Number: 754,423.2828 Email:
The reason for the flood plain determination is:
New structure Existing Structure (pre-2007 FIRM adoption)
Expansion/Addition Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360)
O PICIA US• ONLY
Flood Zone: X Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number: 120294 0070 F Map Date: Sept. 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
The parcel is in the: floodplain floodway
A portion of the parcel is in the: floodplain floodway
K The parcel is not in the: floodplain floodway
The structure is in the: floodplain floodway
The structure is not in the: floodplain floodway
If the subject property is determined to be flood zone W, the best available information used to
determine the base flood elevation is:
BP# 18-1125
Reviewed by: Michael Cash, CFM Date: March 6, 2018
This Instrument Prepared by:
Lorene Seeler Young, Esquire
Lorene Seeler Young, P.A.
9124 Griffin Road
Cooper City, Florida 33328
Property Appraisers Parcel
Identification (Folio) Numbers:
34-19-30-5AK-OA00-048 B
NOTICE OF COMMENCEMENT
To whoTl- may
The underrsr ed hereby Informs all concerned that improvements will be made to certain real property, and
In accoradnce with section 713.13 of the Florida Statutes, the following information is stated in this Notice of
TY: (INCLUDE STREET ADDRESS, IF AVAILABLE):
The East 49 feet of the West 93 feet of the North 112 of Lot 48 in Block A, M.M. SMITH'S
SECOND SUBDIVISION, according to the Plat thereof as recorded in Plat Book 1 at Page 101 of
blicthePuReco f Seminole County, Florida Property
Kd"dress: 1,811 W.1_6.Street, Sanford, Florida 32771 GENERAL
DESCRIPTION OF New
Construction OWNER'
S NAME AND ADDRESSS: CAMSAVE
PROPERTIES, a Florida limited liab`lity company OWNER'
S INTEREST IN SITE OF THE IMPROVE' NT: FEE
SIMPLE TITLE HOLDER CONTRACTOR'
S NAME AND ADDRESS: HOLLY
HOMES, INC. 4515
LEOLA LANE ORLANDO,
FL 32812 i
SURETY
NAME AND ADDRESS AND AMOUNT OF BOND: (IF ANY) s + ANY
PERSON MAKING A LOAN FOR THE CONSTRUCTION OF THE IMPROVEMENj NAN14 ND ADDRESS: NONE
vel.!
3•x... 0
PERSON
WITHIN THE STATE OF FLORIDA DESIGNATED BY OWNER UPON WHOM NOTICES AR OTHER DOCUMENTS
MAY BE SERVED NAME AND ADDRESS: ' N/
A GRANT
MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'
S # 2018020640 BK 9080 Pgs 0267 - 268; (2pgs) E-RECORDED 02/22/2018 01:32:56 PM
IN ADDITION TO HIMSELF, OWNER DESIGNATES THE FOLLOWING PERSON TO RECEIVE A COPY OF THE
LIENOR'S NOTICE AS PROVIDED. ]N SECT -ION. .71333- (l) (H), FLORIDA :STAT U*08, NAME* AND' ADDRESS:: (AT
OWNER'S OPTION)
NONE-
M T MXUOA
ATE OF FLORIIDAV18
1UNTY* 0 4,ift"OMRID
ildreA i& ment was, acknowlefted.*before. me on February 20l'8,-by-MAN.T]NQ - who, -isV
produced w valid' driver's license. [I produced -the following. as. *:ideintif "gh n: to rue Q . tpersdbillyknbvVA2ft_
o;WY
My. Commission Expires:
10alAUENDEZ
sft#.FF.$8*156i-
5:AF0.1Z2=
01NQ"U,*W
CFN# 2018020640 OFFICIAL RECORDS 0 DOC TYPE NC BK 9080 PG 268 PAGE 2 OF 2
Notice of Preventative Treatments for Termites
as required by Florida Building Code (FBC) 104.2.6)
Pro-Tek Services of Central Florida, Inc.
Telephone: (407) 862-2511 - 1-800-223-2606 • Fax: (407) 862-0051
Product Use
Percent Concentration
Address of Treatment or Lot/Block of Treatment
I a r id1h J&
Time pplicator
Chemical usse
q1 . (active
ingredient) Number of Gallon Applie lL
4 Area Treatedk(
squarefeet), ,Linear Feet Treated Stage of
treatment (Horizontal, Vertical, Adjoining Slab, Retreat of disturbed area) As per
104.2.6 — If soil chemical barrier method for termite prevention is used, final exterior treatment shall
be completed prior to final building approval. If this
notice is for the final exterior treatment, initial and date this line Services signed
for by: x Please
Fill
Out Below for Office Purposes: 11 Service
ZIP
Code: Tech M 3 Contractor: BLDG/
LOT/
AREA: 1 a
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i BUILDING DIVI.510N
PERMIT APPLICATION
Application No: I - 11 25
Documented Construction Value: $
Job Address: t e 11 W - Ir3th Ay-{ Historic District: Yes No
Parcel ID: Residential ® Commercial
Type of Work: New [j Addition U Alteration Repair Demor Change of Use Move
Description of Work: Acto g 14Ambi*n5 jo f 7l //A4-io,%
iGv-c ffl,fl S
Plan Review Contact Person:
Phone: Fax:
Name
Street:
City, State Zip:
Email:
Property Owner Information
Phone:
Title:
Resident of property?:
Contractor Information
SName . ep L t 4-41 h eJ
Street: 1 'y- Qn y 1/.c
City, State Zip: Groo-c (a 4 FL-- 3 Y 7 7 C
Tame:
Street:
City, St, Zip:
Bonding Company:
Address:
Phone: ,3 S Z — LZ7 — g.S17q
Fax:
State License No.: CCG I Z 77 Y y
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE. TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT
Application is hereby made to obtain a permit to do the work and installations as indicated. 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.
41
e;'. 6b
P'
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61° Edition (2017) Florida Building Code
NMI -E: !n addition to the requirements of this permit; there may Ix additional restrictions applicable to this property that may be found in the public
records (if this comity, and there may be additional permits required from other governmental entities such as voter management districts, state
agencies, or federal agencies.
Acceptance of permit is verification that I .ill 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 die time of permit suhmival. A copy of the executed contract is required in order to
calculate a plan review charge and will he cmuldered the estimated constntcUou value of the job at lie time of submittal. The actual construction value
will be figured based nn the current ICC Valuation'I'able in effect at the time the permit is issued, In accordance with meal ordinance. Should a Iculated
charges figured off the exLcute(I contract exceed the actual construction value, credit will he 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.
signature of 0%%ner/Agent Date
Print Owner/Agent's Name
Sigooture of NotarySinte of Florida Date
Owner/Agent is Personally Known to Me or
Produced 11) 'Type of ID
Signature of f r tr, or/ ent Dote
Ste h +4 i h e'j
Print C n actor/Agee s avarne
of Notary••State of I1orlda Date
RANDALL CROZIER
Notary Public • Slate of Florida
Commission A GG 261217
0 9",t!1f&9?Ife Ht?§i Ily Knov , to Mc or
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures ) D
p
Fire Sprinlder Permit: Yes No # of Heads Fire Alarm Permit: Yes []No
APPROVAIS: ZONING: U'flLl'I'IES: WASTE WATER:
ENGINEERING:
COMMENTS:
FIRE: BUILDING:
Southern Cross
Plumbing «<
BID/CONTRACT
Southern Cross Plumbing LLC Holly Homes
P.O. Box 456
Groveland, Fl. 34736
352-227-8599
southerncrossolumber0amail.com
License # CFC 1427784 Page 1 of 2
Hoi 181197 e ; 1811 W. 151" st. _ Sanford, FI _ -._. j_ 11MIS
Master bathroom
2 19" rd vltreous•china lads..
2 Moen L4625 single handle lav faucet chrome
1 Premier white elongated toilet w/• seat
1 t Moen tub and shower valve single handle chrome
1 Vinyl shower pan
1 Bath #2
2 19" rd vitreous china ,lays
2 Moen L4625 single handle lav faucet chrome
1 Premier white elongated toilet w/ seat,
i Moen tub and shower valve single handle chrome
1 Vinyl shower pan
Kitchen
1 Premier stainless steel double bowl sink
i Moen chateau faucet w/ spray chrome
1 I/z h.p. disposal
1 Icemaker box
f .
Continued on page 2
1
1
2
1
1
age 2
sundry room '
sundry tub w/legs and moen faucet
D gallon water heater by Premier
ose bibbs
Ilowance of 30 ft. water service
Ilowance of 30 ft. sewer line up to 40" deep at lateral. {
ctra If we have to locate sewer lateral. Price Is based on i
rmal conditions. '
ugh in draw 35% E
ibset draw 35%
im Draw 30%
cepted by: Andrew Nutt 1 1
TOTAL i $7800.00
gnature l- j
ite
i
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
Application Number . . . . . 18-00001125 Date 11/19/18
Application pin number . . . 429250
Revision number . . . . . . . 2
Property Address . . . . . . 1811 W 15TH ST
Parcel Number: 34.19.30.5AK-OA00-048B
Application type description NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name . . . . . . SMITH, M.M 2ND SUB BLK A
Property Zoning . . . . . . . MULTIPLE FAMILY
Application valuation . . . . 313762
Application desc
NEW SFR/Noc on file
Owner Contractor
CAMSAVE PROPERTIES LLC SOUTHERN CROSS PLUMBING, INC
2269 S UNIVERSITY DR UNIT 372 PO BOX 456
FORT LAUDERDALE FL 33324 GROVELAND FL 34736
352) 227-8599
Structure Information 000 000 ----------------------
Construction Type . . . . . VB
Occupancy Type . . . . . . RESIDENTIAL USE GROUP
Flood Zone NONE
Other struct info . . . . . ELEC - # AMPS 150.00
PLUMBING FIXTURES 18.00
NUMBER OF STORIES 1.00
SQUARE FOOTAGE 2968.00
Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC.
Additional desc . .
Phone Access Code 1088475
Permit pin number 1088475
Permit Fee . . . . 108.00
Issue Date . . . . 11/19/18 Valuation . . . . 7800
Expiration Date . . 5/18/19
Qty Unit Charge Per Extension
18.00 6.0000 EA FIXTURES,WATERHEATR,DRAIN,TRAP 108.00
Special Notes and Comments
All projects within the City shall use
WastePro for debris removal. Please
contact WastePro at 407.774.0800,
Normal hours for inspections are from
7:30 through 4:30 Monday through
Thursday. Please be aware you must
contact the Building Official to
schedule a Friday or after hours
inspection. This is required since not
every inspector is licensed to do every
type inspection. Communication is the
key, so please contact the Building
Official if you have any questions at
407.688.5058 or at
dave.aldrich®sanfordfl.gov
PREPOWER LETTER ON FILE
No impact fees. This is a rebuild of existing home, already
have water and sewer.
Other Fees . . . . . . . . . 01-APPLCTN FEE -BUILDING 25.00
O1-APPLCTN FEE -PLUMBING 25.00
O1-BLDG PLAN REVIEW 1167.00
O1-PLAN ALTERATIONS 50.00
O1-BLDG DCA SURCHARGE 36.30
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 . . . . . 18-00001125 Date 11/19/18
Revision number . . . . . . . 2
Property Address . . . . . . 1811 W 15TH ST
Parcel Number: 34.19.30.5AK-OA00-048B
Application description . . . NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name . . . . . . SMITH, M.M 2ND SUB BLK A
Property Zoning . . . . . . . MULTIPLE FAMILY
Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC.
Additional desc . .
Phone Access Code 1088475
Permit pin number 1088475
Required Inspections
Phone Insp
Seq Insp# Code Description Initials Date
10 322 UNPB PLUMBING UNDERGROUND
10-1000 311 PL03 SEWER
20 312 PL04 TUB SET
1000 313 PL05 PLUMBING FINAL _/_/_
CR401102
Operator ID: ANTONINIL
Post date : 11/20/18
Tender . . : CREDIT CARD
Customer Location
2018 1125
Total . . .
Total tender
F16=Reprint receipt
CITY OF SANFORD 11/21/18
Receipt Inquiry 09:30:01
Date: 11/20/18 Number: 01 Receipt number: 31750
Pay Sub Sy
Amount Type Type Cd L
137.00 BP
137.00
137.00
F12=Cancel
Lien Transaction
Number Date Time
11/20/18 15:36:07
F14=Batch inquiry
RECORD COPY
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: 1811 W 15th St Builder Name: Holly Homes
Street: 1811 W 15th St. Permit Office: City.of Sanford OJ ING
City, State, Zip: Sanford, FL, Permit Number 1 8
Owner: Holly Homes Jurisdiction: 91 00 SANFORD
Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) 2
AR'
1. New construction or existing New (From Plans) 9. Wall Types(1816.0 sgft.) Insulation
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior R-13.0 1536.00 W
b. Frame - Wood, Adjacent R=11.0 280.00 112
3. Number of units, if multiple family 1 c. N/A R. 112
4. Number of Bedrooms 4 d. WA R. H2
5. Is this a worst case? No 10. Ceiling Types (2277.0 sqft.) Insulation Area
a. Under Attic (Vented) R=30.0 2277.00 1`12
S. Conditioned floor area above grade (112) 2277 b. N/A R. 112
Conditioned floor area below grade (ft2) 0
c. N/A R. It"
11. Ducts R f12
7. Windows(220.1 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 455.4
a. U-Factor: Dbl, U=0.36 220.08112
SHGC: SHGC=0.25
b. U-Factor: WA rye 12. Cooling systems kBtu/hr Efficiency
SHGC: a. Central Unit 34.6 SEER:14.00
c. U-Factor: WA tt2
SHGC: 13. Heating systems kBtu/hr Efficiency
d. U-Factor: WA f12 a. Electric Heat Pump 34.6 HSPF:8.20
SHGC:
Area Weighted Average Overhang Depth: 4.002 ft.
Area Weighted Average SHGC: 0.250 14. Hot water systems
a. Natural Gas Tankless Cap: 1 gallons
8. Floor Types (2277.0 sqft.) Insulation Area EF: 0.850
a. Slab -On -Grade Ede Insulation R=0.0 2277.00 ft= g b. Conservation features
b. WA R= 1112 None
c. WA R= tt2 15. Credits Pstat
Total Proposed Modified Loads: 56.10
Glass/Floor Area: 0.097 PASSTotalBaselineLoads: 60.06
1 hereby certify that the plans and specifications covered by Review of the plans and T1KE STgT
this calculation are in compliance with the Florida Energy specifications covered by this
Code. Dgnany$W,,dbywrae
Rafael Iz uierdo "-wdo
calculation indicates compliance
Florida Energy Code. Q with the a,,. ;: .N.
PREPARED BY:
Date; 201&05.1511.51:17 WW
Before construction is completed
DATE: this building will be inspected for 0 - a
compliance with Section 553.908
I hereby certify that this building, as designed, is in compliance Florida Statutes.
with the Florida Energy Code. DD WE
OWNER/AGENT: BUILDING OFFICIAL:
DATE: DATE: '
Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed In accordance with R403.3.2.1.
Compliance requires an Air Barrier and Insulation Inspection Checklist In accordance with R402.4.1.1 and this project requires an
envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2).
Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors,
tested In accordance with ANSI/RESNET/ICC 380, Is not greater than 0.050 On for whole house.
5/15/2018 11:45 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Pagel of 4
FORM R405-2017
PROJECT
Title:
Building Type:
Owner Name:
of Units:
Builder Name:
Permit Office:
Jurisdiction:
Family Type:
New/Existing:
Comment:
1811 W 15th St
User
Holly Homes
1
Holly Homes
City of Sanford
691500
Single-family
New (From Plans)
Bedrooms: 4
Conditioned Area: 2277
Total Stories: 1
Worst Case: No
Rotate Angle: 0
Cross Ventilation: No
Whole House Fan: No
Address Type: Lot Information
Lot #
Block/Subdivision:
PlatBook:
Street: 1811 W 15th St.
County: Seminole
City, State, Tip: Sanford ,
FL,
CLIMATE
J Design Location
Design Temp
TMY Site 97.5 % 2.5 %
Int Design Temp Heating Design Daily Temp
Winter Summer Degree Days Moisture Range
FL, Orlando FL ORLANDO INTL_AR 41 91 70 75 526 44 Medium
BLOCKS
Number Name Area Volume
1 Blockt 2277 18216
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 Main 2277 18216 Yes 5 4 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter R-Value Area Tile Wood Carpet
1 Slab -On -Grade Edge Insulatio Main 192 ff 0 2277 tt2 0.29 0 0.71
ROOF
Type
Roof Gable Roof
Materials Area Area Color
Solar
Absor.
SA Emitt Emitt Deck Pitch
Tested Tested Insul. (deg)
1 Hip Composition shingles 2400 tt2 0 ft2 Dark 0.6 N 0.6 No 0 18.4
ATTIC
J # Type Ventilation Vent Ratio (1 in) Area FIBS IRCC
1 Full attic Vented 300 2277 tt2 N N
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss TypeE# 1 Under Attic (Vented) Main 30 Blown 2277 tt2 0.1 Wood
5/15/2018 11:45 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4
FORM R405-2017
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
a omi 10 Wall Type Space
1 N Exterior Frame - Wood Main 13 14 0 8 0 112.0 ftz 0 0 0.8 0
2 E Exterior Frame - Wood Main 13 78 0 8 0 624.0 ft2 0 0 0.8 0
3 S Exterior Frame - Wood Main 13 35 6 8 0 284.0 W 0 0 0.8 0
4 W Exterior Frame - Wood Main 13 64 6 8 0 516.0 ft2 0 0 0.8 0
5 Garage Frame - Wood Main 11 35 0 8 0 280.0 ft2 0 0.25 0.8 0
DOORS
Omt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 E Insulated Main None 39 2 10 6 8 18.9 ft2
2 Wood Main None 39 2 10 6 8 18.9 ft2
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall Overhang
Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening
1 N 1 Vinyl Low-E Double Yes 0.36 0.25 N 40.0 112 13 ft 0 in 3 ft 2 in Drapes/blinds None
2 e 2 Vinyl Low-E Double Yes 0.36 0.25 N 5.1 ftz 1 It 6 in 3 It 0 in Drapes/blinds None
3 e 2 Vinyl Low-E Double Yes 0.36 0.25 N 6.9 ft2 3 It 0 in 3 It 0 in Drapes/blinds None
4 e 2 Vinyl Low-E Double Yes 0.36 0.25 N 32.1 ft2 1 ft 6 in 3 ft 0 in Drapes/blinds None
5 e 2 Vinyl Low-E Double Yes 0.36 0.25 N 22.8 ft2 1 ft 6 in 3 ft 0 in Drapes/blinds None
6 e 2 Vinyl Low-E Double Yes 0.36 0.25 N 23.4 ft2 1 ft 6 in 3 ft 0 in Drapes/blinds None
7 s 3 Vinyl Low-E Double Yes 0.36 0.25 N 11.7 ft2 1 ft 6 in 4 ft 0 in Drapes/blinds None
8 s 3 Vinyl Low-E Double Yes 0.36 0.25 N 16.0 ftZ 6 It 6 in 4 It 0 in Drapes/blinds None
9 W 4 Vinyl Low-E Double Yes 0.36 0.25 N 5.0 ft2 1 ft 6 in 3 ft 0 in Drapes/blinds None
10 w 4 Vinyl Low-E Double Yes 0.36 0.25 N 6.9 112 1 It 6 in 3 It 0 in Drapes/blinds None
11 w 4 Vinyl Low-E Double Yes 0.36 0.25 N 11.3 112 1 0 6 in 3 ft 0 in Drapes/blinds None
12 w 4 Vinyl Low-E Double Yes 0.36 0.25 N 16.0 ft2 1 ft 6 in 3 ft 0 in Drapes/blinds None
13 W 4 Vinyl Low-E Double Yes 0.36 0.25 N 22.8 ft2 1 ft 6 in 3 ft 0 in Drapes/blinds None
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 532 ft2 532 ft2 58 It 8 It 1
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) .000356 2125.2 116.67 219.42 2598 7
5/15/2018 11:45 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4
FORM R405-2017
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump/ Split HSPF:8.2 34.6 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit/ Split SEER: 14 34.6 kBtu/hr 1038 cfm 0.75 1 sys#1
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
1 Natural Gas Tankless Main 0.85 1 gal 70 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cori Company Name System Model # Collector Model # Area Volume FEF
None None tt2
DUCTS
Supply — Return -- Air CFM 25 CFM25 HVAC #
V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool
1 Attic 6 455.4 ft Attic 113.85 Proposed On Main cfm 113.8 cfm 0.05 0.50 1 1
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
CoolingJan
Heatin
Feb Mar
Jan Feb Mar
jj r
L, AApp
May Jun Jul Auge
May Jun Jul Aug 4 Sep Oct
Oct
Nov
Nov
Dec
DececVentingJanFebMarllxllJun [ Jul [ Augll I Sep I xll
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
5/15/2018 11:45 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4
Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
ADDRESS: 1811 W 15th St. Permit Number:
Sanford, FL ,
MANDATORY REQUIREMENTS See individual code sections for full details.
SECTION R401 GENERAL
R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verity that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD.
R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.4.1 through R402.4.5.
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402.5.
R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing
methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 Installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance
with the manufacturers instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required
by the code official, an approved third party shall inspect all components and verity compliance.
R402-4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either
individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(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 fight -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 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or
AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
5/15/2018 11:49 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia 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:
Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential.
R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 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.
R403.1 Controls.
SECTION R403 SYSTEMS
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 handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent
of the design airflow rate when tested in accordance with ASHRAE 193.
R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
1. 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.
R403A Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C)
or below 550F (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.
5/15/2018 11.49 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 31/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage tank.
R403.5.6 Water heater efficiencies (Mandatory).
R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature
setting range shall be from 100•F to 140°F (38°C to 600C).
R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to
electric service systems to be turned oft. A separate valve shall be provided to permit the energy supplied to the main bumer(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.
R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TMA, 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 till 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, tans shall meet the efficacy requirements of Table R403.6.1.
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor.
R403.6.2 Ventilation air. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas.
If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10
otherwise.
R403.7 Heating and cooling equipment (Mandatory).
R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment 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 a
CFM1WATT)
AIRFLOW RATE MAXIMU
CFM)
Range hoods Any 2.8 cfm/watt Any
In -line fan Any 2.8 cfm/watt Any
Bathroom, utility room 10 1.4 cfm/watt 90
Bathroom, utility room 90 2.8 cfmhvatt Any
For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916
5/15/2018 11:49 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less
than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's
expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb
temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded
performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature.
Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
2.
When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of
equipment may be sized in accordance with good design practice.
R403.7.1.2 Heating equipment capacity.
R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section
R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if
the design heating load is 1.15 times greater than the design cooling load.
R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.7.1.
R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric bumers
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 (1 VC), and no
precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C).
R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403.10.1 through R403.10.5.
R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation
of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots.
R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule
shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on -site renewable generation.
R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at
the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered
energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required.
R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -tired 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.
5/151201811:49 AM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complia Page 4 of 5
R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
R403.11 Portable spas (MandatorlDhe energy consumption of electric -powered portable spas shall be controlled by the
requirements of APSP-14.
SECTION R404
ELECTRICAL POWER AND LIGHTING SYSTEMS
R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps.
Exception: Low -voltage lighting.
R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights.
5/15/2018 11:49 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5
FORM R405-2017
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 93
The lower the EnergyPerformance Index, the more efficient the home.
1811 W 15th St., Sanford, FL,
1. New construction or existing
2. Single family or multiple family
3. Number of units, it multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (112)
7. Windows" Description
a. U-Factor: Dbl, U=0.36
SHGC: SHGC=0.25
b. U-Factor: WA
SHGC:
c. U-Factor: WA
SHGC:
d. U-Factor: WA
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
8. Floor Types
a. Slab -On -Grade Edge Insulation
b. WA
c. WA
New (From Plans) 9. Wall Types
Single-family a. Frame - Wood, Exterior
b. Frame - Wood, Adjacent
1 c. WA
4 d. N/A
No 10. Ceiling Types
a. Under Attic (Vented)
2277 b. N/A
Area c. N/A
220.08 ft2
11. Ducts
a. Sup: Attic, Ret: Attic, AH: Main
ft2
12. Cooling systems
ft2 a. Central Unit
ft2
4.002 ft.
0.250
Insulation Area
R=0.0 2277.00 112
R. ft2
R. ft2
13. Heating systems
a. Electric Heat Pump
14. Hot water systems
a. Natural Gas
b. Conservation features
None
15. Credits
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature:
Address of New Home:
Date:
City/FL Zip:
Insulation Area
R=13.0 1536.00112
R-11.0 280.00 ft2
R. ft2
R= 1112
Insulation Area
R=30.0 2277.00 ft2
R. ft2
R= ft2
R ft2
6 455.4
kBtu/hr Elficiency
34.6 SEER:14.00
kBtu/hr Efficiency
34.6 HSPF:8.20
Cap:1 gallons
EF: 0.85
Pstat
0-fliB STq
O
v
ti
oD wry°
Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at
techsupporf@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of
certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building
Commission's support staff.
Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
5/15/2018 11:46 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: 1811 W 15th St Builder Name: Holly Homes
Street: 1811 W 15th St. Permit Office: City of Sanford
City, State, Zip: Sanford, FL, Permit Number:
Owner: Holly Homes Jurisdiction: 691500
Design Location: FL, Orlando
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall
requirements
The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material.
Breaks or joints in the air barrier shall be sealed.
Ceilimg/attic The air barrier in any dropped ceiling/sottit shall be aligned with The insulation in an dropped ceilin soffitypP
the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attics aces shall be sealed.
Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls
The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with
sealed. a material having a thermal resistance of R-3 per inch
Knee walls shall be sealed. minimum.
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/doorjambs and framing, and
and doors skylights and framing shall be sealed.
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated.
Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to
including insulation. maintain permanent contact with the underside of
above -garage subfloor decking, or floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
floors) of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls
Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
Narrow cavities cavities shall be filled by insulation that on
installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spac s.
Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building
shall be sealed to the drywall. thermal envelope shall be air tight and IC rated.
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring
and plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
extend behind piping and wiring-
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
b_QM=n fire soriUkler cover plates alla walls or ceilings,
a. in aoomon, inspection or log wars shall be in accorclance wnh the provisions of lGG-400.
5/15/2018 11:49 AM EnergyGauge® USA - FlaRes2017 FBC 61h Edition (2017) Compliant Software Page 1 of 1
wrightsoft• Project Summary
Enure House
One Stop Cooling and Heating
7225 Sardsom Cout W iror Park FL 32792 Phone: (407) 629.6920 Fax: (407) 629 - 9307 Web: wwworeSlopCooOrq.com Ucerse: CAC032444
Project• •
For: Holly Homes
1811 W 15th SL, City of Sanford, FL
Notes:
Job: 1811 W 15U1 SL
Date: 02IM2018
Sr. V
Weather: Orlando Intl AP, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 42 OF Outside db 92 OF
Inside db 68 OF Inside db 74 OF
Design TD 26 OF Design TD 18 OF
Daily range M
Relative humidity 50
Moisture difference 49 gr/Ib
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 18512 Btuh Structure 17046 Btuh
Duds 2737 Btuh Duds 8665 Btuh
Central vent (0 cfm) 0 Btuh Central vent (0 dm) 0 Btuh
none) none)
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 21248 Btuh Use manufacturer's data n
Rate/swinngg multipplier
Equipmerff load
0.97
Infiltration sensible 25042 Btuh
Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage
Fireplaces 0 Structure 2604 Btuh
18 Bluh
Central vent (0 dm) 0 Btuh
Heatin Cooling none)
rArea( Equipment latent load 4487 Btuha (iK') 1827 18216
Air changes/hour 0.32 0.16 Equipment Total Load (Sen+Lat) 29530 Btuh
Equiv. AVF (dm) 97 49 Req. total capacity at 0.75 SHR 2.8 ton
Heating Equipment Summary Cooling Equipment Summary
Make Lennox Make Lennox
Trade LENNOX Trade LENNOX
Model 14HPX-036-230-19 Cond 14HPX-036-230-19
AHRI ref 7044513 Coil CBX25UH-036-230-'
AHRI ref 7044513
Efficiency 82 HSPF Efficiency 12.0 EER,14 SEER
Heating input Sensible Cooling 25950 Btuh
Heating output 34600 Btuh @ 47°F Latent oDoling 8650 Btuh
Temperature rise 0 OF Total cooling 34600 Btuh
Actual air flow 0 din Actual air flow 1153 cbm
Air flow factor 0 dm/Bhih Air flow factor 0.045 dm/Btuh
Static pressure 0.50 in H2O Static pressure 0.50 in H2O
Space thermostat Load sensible heat ratio 0.85
Capacity balance point = 30 OF
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
wrightsoft- 2018-FW1208 535
Ripfi-SdbO LbMrsal 201818.0.08 RSU16202 Page 1
do\DeslmDp\Calc ard EPL TempU 811 W 15th SLnq Calc a MA Frori Door faces: N
wrightsofC Right-J® Worksheet
Entire House
One Stop Cooling and Heating
7225 Sardsoove CouL W irtver Park FL 32792 PhDre: (407) 629 - 6920 Fax (407) 629 - 9307 Web: wwwOreStopCodirp oom Uoeme: CAC032444
Jab: 1811 W 1 Sth SL
Date: 02/08=18
By.- LF
1 Room name Enure Hose BED3
2 Exposedwdl 1920 a 30.0 R
3 Room height 8.0 1t d 8.0 a heaVwd
4
5
Room dimensions
Room area 2277.0 fit
15A x 135 R
2025 iP
Ty Conaudion Or fF) Load
runt Bkh" orPerimeter (ro Bwh) or Perimea eter mete 00 Bdlt1) Heat
cool Gross NIPIS Heat cool Gross LAPIS Heat Cool 6
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c
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AED exunsion 0 124 EnWope bss/
gain 15733 13216 2170 1422 12 a)
IrAltrabon Z779 979 434 153 b) Room
ven6lalon 0 0 0 0 13 lnbwWgains
Oonrparlls@ 230 5 1150 1 230 Applianoesb0ler 1700
0 SulloWgines61D13) 18512
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emalload 0 0 0 0 Lesstrarsle Redistribution
0
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9
0
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SibbW
18512 17046 2614 1823 15 Dudloads
159% 51% 2737 8665 15% 51% 386 927 Total room
load 21248 25711 1 3000 2750 Air required (
dm) 0 1153 0 123 Calculations approved
by ACCA to meet all requirements of Manual J 8th Ed. Right-s
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12082535 doTesNop"c
and EPL Twm%l811 W 151h SLrty Calc - M18 From boor hoes: N Pape 1
wrightsoft* Right-J® Worksheet
Entire House
One Stop Cooling and Heating
7225 Serdsoove Coot W irter Park FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629.9307 Web: wwwOreStopCoolirg.com Ucense: CAC032444
Job: 1811 W 15th St
Date: 02/00/2018
BY LF
1 Room name BTH2 BED2
2 Exposedwall 652 13.0 D
3 Room height 8A R heaftol 8.0 0 healtW
4
5
Room dimensions
Room area
135 x 65 a
872 iF
15.0 x 115 R
1725 fF
Ty Consrucdon U-value Or HTM Area (fF) Load Area (fF) Load
number BUVTLLn Bbrh" or perimeter (Iq fth) or pedmwe (a) Bkh)
Heat Cool Gross NIPS Heal Cod Grass WP/S Heal Cod
6 W 13A-4o s
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0.143
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0.143
n
n
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3.73
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0
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0
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0
0
92
0
0
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0
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0
0
0
0
0
0
0
0
0
0
0
0
4AS2ov
4A5-2ov
0360
03M
w
w
9.40
9.40
2631
2631
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5.2ov
4A5.2ov
4A5-2bv
03W
0360
0360
w
w
w
9.40
9.40
9.40
2631
2621
2631
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
R 12C•09N 0.091 238 151 0 0 0 0 0 0 0 0
D
C
11 DO
16B-30ad
03W
0.032
n 10.18
0.84
1227
1.76
0
88
0
88
0
73
0
154
0
173
0
173
0
144
0
303
F 22A• prn 1.180 30.80 OAO 8B 7 200 0 173 13 400 0
6 c) AED e)nason 14 23
Envelope lossrgaln 507 482 1023 1003
12 a) bfilt-alon 94 33 188 66
b) Room ve fiWon 0 0 0 0
13 tr bmW gains: 0=4381%@ 230 0 0 1 230
AppliancesbOrer 0 0
Subtotal pines6 m 13) 601 515 1212 1300
Lessextemalload 0 0 0 0
Lewransfer 0 0 0 0
RedlsbWon 11 21 19 37
14 Subtotal 612 536 1231 1337
15 Ductload5 1 15% 51% 90 272 15% 51% 182 680
Total room load 712 808 1 1 1413 2017
Air required (din) 0 36 0 90
Calculations anaroved bvACCA to meet all requirements of Manual J 81h Ed.
t wrs9hlaolt- 2018-Feb•12082535
Riglt-Su"L"versal 201818.0A8 RSU16202 Page 2
doVeslmopTCalc and EPL Temp%1811 W 151h SLnq Celc - MIB From Door faces: N
wrightsofC Right-J® Worksheet
Entire House
One Stop Cooling and Heating
7225 Sardsoove Cout Wirter Park FL 32792 PFore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwK0r*Sbp0oolirq com Licerse: CAC032444
Job: 1811 W 151h SL
Date: 02IM2018
BY LF
1 Room name FLEX NEED
2 Exposed wall 37.0 4 125 It
3 Room Freight 8.0 Q heaDrm01 8.0 8 heattool
4
5
Roomdmeroons
Room area
19.0 x 13.0 8
247A IF
14.5 x 12.5 R
1813 IF
Ty Construction U-value Or HTNI Area (IF) Load Area (IF) Load
number BUr IF-4) BUM or perimaler (10 Blur) or perlmater (to fth)
Heat Cod Gross LAPIS Hat Cod Grass WP/S Heal Cod
6 y/
L--C
13A-4as
10D-v
13A4oc:
0.143
03W
0.143
n
n
a
3.73
9.40
3.73
2.90
725
2.90
0
0
40
0
0
21
0
0
78
0
0
61
0
0
0
0
0
0
0
0
0
0
0
0
11
4A5.20v
4A5-2Dv
03M
03M
a
a
9.40
9.40
2631
2631
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5.2Dv
4A5-2ov
4A5.2vv
03W
0.360
03W
a
a
6
9.40
9.40
9.40
2631
2531
2631
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11 DO
13A4ocs
03M
0.143
a
s
10.18
3.73
1227
2.90
19
152
19
140
193
524
233
406
0
0
0
0
0
0
0
0
4A5.2ov
4A5.2av
13A4ocs
0.3W
03M
0.143
s
s
w
9.40
9.40
3.73
10.63
1036
2.90
12
0
104
9
0
93
110
0
346
124
0
259
0
0
100
0
0
77
0
0
288
0
0
223
4A5.20v
4AS-2ov
0.3W
0.3W
w
w
9.40
9.40
26.31
2631
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5-Zav
4A5.2ov
4A5-2ov
03W
03W
03W
w
w
w
9.40
9.40
9.40
26J1
2631
2631
11
0
0
0
0
0
106
0
0
296
0
0
0
0
23
0
0
0
0
0
216
0
0
604
R 12C-0sw O.091 238 1.51 0 0 0 0 0 0 0 0
D
c
11 DO
16B-30ad
03M
0.032
n 10.18
0.84
1227
1.76
0
247
0
247
0A 0
434
0
181
0
181
0
15
0
3319
F 22A-Ipm 1.180 30M OAO 247 37 1140 0 181 13 385 0
6 c) AED exaasion 70 164
Envelope losvpaln 2703 1754 1040 1310
12 a) Ifiltrallon 535 189 181 64
b) Room %vMldon 0 0 0 0
13 Intemalons: Ooarparts@ 230 0 0 2 460
Appliarces+blher 0 0
Sulvtal (lines6b 13) 3239 1943 1221 1834
Low wdernal load 0 0 0 0
Lesstransler 0 0 0 0
Redlslibuilon 8 15 21 40
14 Scbldal 3246 1967 1241 1875
15 Ductloads 15% 519e 480 995 15% 510% 184 3
Total room load 37261 2952 1425 2828
Air required (dm) 0 132 1 0 I Z7
Calculations approved bvACCA to meet all requirements of Manual J 8th Ed.
4*- 2018-Feb-12082595
Po911-Srile®Uriversal201818.001RSU16202 Page
d0ND9SVDp)Cak and EPL Temp\1811 W 151h Stnp Calc. MA Frort Door laces: N
wrightsofC Right-J® Worksheet
Entire House
One Stop Cooling and Heating
7225 Sardsoove Coot W irter Park FL 32792 Phona: (407) 629 - 6920 Fax: (407) 629.9307 Web: wwKOneSWpCoolirq.00m License: CAOD32444
Jab: 1811 W 15th SL
Date: 02/00/2018
BY LF
1 Room name M3TH BEDt
2 Exposedwall 6.0 A 125 A
3 Room height 8.0 A heall000l 8.0 A heaftol
4
5
Room dimensions
Room area
85 x 6.0 A
51.0 fF
145 x 125 A
1813 IF
Ty Corsbumon
mimber
U-value
BWhTF-'I
Or HTM
BUM
Area (fF)
or perimeter (Iq
Load
BbRr)
Area (fF)
or perimeter (A)
Load
Bbuh)
Heat Cool Cross WP/5 Heat Cod oss WPlS Heal Cool
6 yl
G
13AAo s
ioav -
13AAocs
0.143
0360
0.143
n
n
a
3.73
9.40
3.73
2.90
725
2.90
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
4AS2ov
4A5-20v
03W
03M
a
a
9.40
9.40
2631
2631
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5-2Dv
4A5-2ov
4A5-2Dv
0360
0.3W
03W
a
a
a
9.40
9.40
9.40
2631
2631
2631
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11 DO
13AAos
03M
0.143
a
s
10.18
3.73
1227
2.90
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5.2ov
4A5-2ov
13A4as
0.360
0360
0.143
s
s
w
9.40
9.40
3.73
10.63
1036
2.90
0
0
48
0
0
43
0
0
160
0
0
124
0
0
100
0
0
84
0
0
313
0
0
243
4A5-2Dv
4A5-2ov
0360
03W
w
w
9.40
9.40
2631
2631
5
0
0
0
48
0
133
0
0
0
0
0
0
0
0
0
4A5.2Dv
4AS2Dv
4A5.2w
0360
03W
03W
w
w
w
9.40
9.40
9.40
2631
2621
2631
0
0
0
0
0
0
0
0
0
0
0
0
0
16
0
0
0
0
0
151
0
0
422
0
q 12C-0sw 0.091 238 151 0 0 0 0 0 0 0 0
D
C
11 DO
168-30ad
03W
0.032
n 10.18
0.84
1227
1.76
0
51
0
51
0
43
0
90
0
181
0
181
0
151
0
319
F 22A-Ipm 1.180 30.80 0.00 51 6 185 0 181 13 385 0
6 0 AED excursion 36 106
Envelope loss/gain 435 383 1000 1089
12 a) bdlMon 87 31 181 64
b) Room verdlabon 0 0 0 0
13 Interred gains: Oooi MSO 230 0 0 1 230
ApplWcesbther 0 0
Subblal (lines6 b 13) 522 413 1181 1383
Low weemalload 0 0 0 0
L.esstransfer 0 0 0 0
Redislnbulon 0 0 21 40
14 SLtWW 522 413 1202 1424
15 Duct loads 15% 51% 771 210 15% 51%1 178 724
Total room load 599 624 13801 2147
Air required (dm) 0 28 0 96
Calculations approved byACCA UD meet all requirements of Manual J 8th Ed.
r1.r w IphtooT!' 2018-Febb12082535
doVesldoplCak ard EPL Terrp118811 „WrI Sth Lnq e MO From Door aw : 14
Page 4
wrightsoft- Right-J® Worksheet
Entire House
One Stop Cooling and Heating
7225 Sardsoove Coot W irler Parr FL 32792 Phone: (407) 629. 6920 Fax: (407) 629 - 9307 Web: wwKOrsSlapCoolirg.com Ucerse: CAOD32444
Job: 1811 W 15th SL
Date: 02/08/2018
By. LF
1 Room name IQTA )IN LIV
2 Evosedwall 15.5 4 225 4
3 Room hood 8.0 R heaYbool 8.0 It healbool
4
5
Room dimensions
Room area
215 x 155 4
3333 fF
1.0 x 3125 0
3125 fF
Ty Cwstrudion U-value Or HTM Area (1F) Load Area (II) Load
number BU>tM LT) BlIft) or perimeter (Iq AM) or perimeter (iq Btuh)
Heat Cool Gross WP5 Heat Cod Gross NOS Heal Cool
6 13A-4ocs
10D-v
13AAocs
0.143
0.360
0.143
n
n
a
3.73
9.40
3.73
2.90
725
2.90
0
0
0
0
0
0
0
0
0
0.
0
0
0
0
180
0
0
134
0
0
499
0
0
387
11
4A5.2ov
4A5.2ov
03W
03W
a
a
9.40
9.40
2631
2631
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4AS2ov
4A5-2ov
4A5-2ov
0360
03W
0.360
a
a
a
9.40
9.40
9AO
2631
2631
2631
0
0
0
0
0
0
0
0
0
0
0
0
0
23
23
0
0
0
0
216
220
0
604
616
VII
11 DO
13A•4ocs
0J90
0.143
a
s
10.18
3.73
1227
2.90
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5-2av
4A5-2ov
13A-4ocs
0360
O=
0.143
s
3
w
9.40
9.40
3.73
10.63
1036
2.90
0
0
124
0
0
117
0
0
437
0
0
339
0
0
0
0
0
0
0
0
0
0
0
0
4A5-2ov
4A5-2ov
0.3W
0.3W
w
w
9.40
9.40
2631
2631
0
7
0
0
0
65
0
182
0
0
0
0
0
0
0
0
05.27v
4A5-2ov
4A5-2ov
0.3W
0260
0.360
w
w
w
9.40
9.40
9.40
26J1
2631
26.31
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
R 12C-0sw 0A91 238 151 172 172 409 259 0 0 0 0
D
C
11DO
1613-30ad
03%
0.032
n 10.18
0.84
1227
1.76
0
333
0
333
0
278
0
586
0
313
0
313
0
261
0
550
F 2ZA-0m 1.180 30.81) 0.00 333 16 477 0 313 23 693 0
6 0 AED excursion 123 183
Ernelopeloss'gain 1666 1243 lase 2339
12 a) IrOlMon 224 79 326 115
b) Room ventilation 0 0 0 0
13 hlemalgainx Ooarparlts@ 230 0 0 0 0
Applianoes/otfler 12M 0
Subtotal pineS6 to 13) 1891 2522 2214 2454
Low e)mer Wload 0 0 0 0
14
Lesstrarder
Redsbibutlon
Subtotal
0
261
2152
0
194
Z716
0
344
2559
0
258
2722
15 Duotloads 15% 51% 318 1381 155' 51% 378 1384
ToW morn load
Air reWred (dm)
2470
0 4096F-I184
2906
0
4106
184
Calculations approved by ACCA tD meet all requirements of Manual J ft Ed.
e -FP-=!:IwtIleolt- 2018-FW12082535
r FBglt•Srlte®Uriversa1201818.0A8 RSU16202 Page 5
do\DeslmoplCalc and EPL Temg Do p\1811 W 15th Strap Calc= M18 Frog faoes: N 9
wrightsofC Right-J® Worksheet
Entire House
One Stop Cooling and Heating
7225 Sardsoove Coot Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCoollrg.com Lioer se: CAC032444
Job. 1811 W 15th St
Date: 02108=18
BY LF
1 Room name LAUN
2 Exposed wall 115 tt 95 R
3 Room height 8.0 ff heaVaDol 8.0 tt healbDd
4
5
Room dimensions
Room area
55 x 115 a
633 IF
55 x 4.0 Q
22.0 V
Ty Conoxbon
number
U-value
Bk*vw-n
Or HTM
BWW
Area (fF)
or perimeter (Ip
Load
Bhrh)
Area ("
or perivrWo (1)
Load
Btuh)
Heat Cod Gross WP5 Heat Cod Gross NIPIS Heat Cool
6 13A4os
10D-v
13A4os
0.143
03W
0.143
n
n
a
3.73
9.40
3.73
290
725
2.90
0
0
92
0
0
87
0
0
324
0
0
252
44
0
32
44
0
32
164
0
119
127
0
93
11
4A5-2ov
4A5.2ov
0M)
0.3W
a
a
9.40
9.40
2631
2631
5
0
0
0
48
0
133
0
0
0
0
0
0
0
0
0
4A5.2ov
4A5.2ov
4A5.2ov
03W
0.360
03W
0
a
a
9.40
9.40
9.40
2631
2631
2621
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11 DO
13A4ocs
0390
0.143
a
s
10.18
3.73
1227
2.90
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4AS2ov
4A5-2ov
13A4os
03W
03W
0.143
s
s
w
9.40
9.40
3.73
10.63
1036
290
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5.2ov
4A5-2ov
03M
0.360
w
w
9.40
9.40
2631
2631
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5.2ov
4A5-2ov
4A5-2ov
03W
0.360
0360
w
w
w
9.40
9.40
9.40
2631
2631
2631
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
R 12C-Osw 0.091 238 15/ 0 0 0 0 0 0 0 0
O
C
11 DO
168-30ad
0390
0.032
n 10.18
0.84
1227
1.76
0
63
0
63
0
53
0
111
0
22
0
22
0
18
0
39
F 22A-Wn 1.180 30.80 0.00 63 12 354 0 22 10 293 0
6 c) AED mosion 45 25
Fsvelope loss/gain 779 451 595 234
12 a) IrIlMon 166 59 137 48
b) Room venlilalon 0 0 0 0
13 lr bwd gains: ODai MM @ 230 0 0 0 0
Applia msblher 500 0
Subblal (lines 6 to 13) 946 1010 732 282
Less 90mal load 0 0 0 0
Lessransler 0 0 0 0
Redistribution 531 374 732 292
14 Subblal 1476 1364 0 0
15 Duct loads 15% S1Ye 218 704 15*/0 51% 0 0
Total room load 1695 2088 0 0
Air required (dm) 0 94 0 0
Calculations awroved by ACCA to meet all requirements of Manual J 8th Ed.
fi
f}+- wre9hteol'e- 2018-Feb-12082535
KV,N SJ1e® Lhversa1201818.0.08 RSU16202 Pape 6
AoTesldoprCalc and EPL Temp\1811 W 151h SLr p Calc - M18 Frort Door tares: N
wrightrott- Right-J® Worksheet
Entire House
One Stop Cooling and Heating
7225 Serdscove Coot W Irter Park FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: WWK0r eSlopCoollrg.00m 1.I0e119e: CAC032444
Job: 1811 W 151h St
Date: 02/0MIS
BY LF
1 Room name STOR H2
2 Exposed wall 35 It 7.0 A
3 Room height 8.0 A heaVcool 8.0 A heatbDd
4
5
Room dimensions
Room area
55 x 35 A
193 IF
7.0 x 19.0 A
133.0 IF
Ty Construction
number
U-value
AhQL19
Or HTM
BUW
Area (fF)
orPerimeter (to Load
Btuh)
Area(
IF) orpad,
netw (IQ Load
etuh)
Heat
Cod Gross NIPIS Heat cod Gross WP/S Heat Cod 6
W G
13A4ocs
tOD-
v 13A4ors
0.
143 03W
0.
143 n
n
a
3.
73 9.
40 3.
73 2.
90 725
2.
90 0
0
28
0
0
28
0
0
105
0
0
81
56
40
0
16
0
0
59
378
0
46
291
0
11
4A5.
2ov 4A5.
2ov 03W
03W
9
a
9.
40 9.
40 2631
2631
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4AS-
2ov 4A5-
2w 4A5.
2w 03W
0360
03W
9
0
a
9.
40 9.
40 9.
40 2631
2631
2631
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
IIDO
13A4ocs 03W
0.
143
a s
10.
18
3.73
1227 2.
90
0 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Vtl
4A5.2w
4A5.2ov
13A4ots 0360
0360
0.
143
s s
w
9.
40
9.40
3.73
10.63
1036 2.
90
0 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5.
2w
4A5.2w
03W 03W
w
w
9.
40
9.40
2631 2631
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5.
2ov
4A5-2w
4A5-2Dv
03W 036o
0360
w
w
w
9.
40
9.40
9.40
2631 2631
2631
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
q
12C-
09w 0.091 2.38 1.51 0 0 0 0 108 89 211 134 1/D0
168-30ad
0390 0.
032
n 10.
18 0.84
1227 1.
76
0 19
0
19
0
16
0
34
19
133
19
133
193
111
233
234
L-
0
c F
22A-
tpm 1.180 30" 0.00 19 4 108 0 133 7 216 0 6 c)
AED e=ffsion 11 79 ErrvelopelosVWn 228
104 1168 859 12 a)
WIrMon 51 18 101 36 b) Room
vertiat)on 0 0 0 0 13 h%
ma)gairls: Ooapanls@ 230 0 0 0 0 ApplW=sblw
0 0 Subtotal (lines6iD
13) 279 122 1269 895 Lesse)wnwload
0 0 0 0 Lesstransfer Redistribution
0
894
0
396
0
1269
0
896
14
Subtotal
1173 518 0 0 15 Dud1oed5
15 S1Y. 173 264 15Ye 51 0 0 Total room
toad 1346 782 0 0 Air required (
dm) 0 35 0 0 Calculations awroved
by ACCA to meet all requirements of Manual J 8th Ed. Fi't
wrtgti- - 2018-Feb-12082535 Aftk Right-
SriOe®Uriversa12018/8.0.08 RSU16202 Page 7 do\DesImDP"
cardEPLTenp\1811 W 1SthSLnp Calc-Ml6 FrortDoortacew N
wrightsoft• Right-J® Worksheet
Entire House
One Stop Cooling and Heating
7225 Sardsoove CouL W irear Parr FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOn%SbpCoolirp.00m License: CAC032444
Job: 1811 W 15th SL
Date: 07JM2018
By. LF
1 Room name HI Mrol
2 E*osedwall 0 8 Ott
3 Room height 8.0 R hea*ool 8D a heatl000i
4
5
Room dimensions
Room area
45 x 36.0 tt
162.0 Ila
6.0 x 6.0 ft
36.0 V
Ty Con shdon u-value Or HTM Area (fF) Load Area
number ek"FLn Bk"Tf) or perimeter (Iq BWh) or Perimeter (0) BWh)
Heat Cool Gross NIPS Heat Cod Goss NJPIS Heat Cod
6 W
C
13A4ocs
10D-v
13A4ots
0.143
03W
0.143
n
n
a
3.73
9.40
3.73
2.90
725
2.90
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
4A5-2ov
4A5-2ov
03W
Mw
a
a
9.40
9.40
2631
2631
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5-2ov
4A5-2ov
4A5.2w
03W
0360
03W
a
a
a
9.40
9.40
9.40
2631
2631
2631
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11D0
134 4ocs
0390
0.143
a
s
10.18
3.73
1227
2.90
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0Vjl
4A5-2ov
4A5-2ov
13AAocs
0360
03W
0.143
s
s
w
9.40
9.40
3.73
10.63
1036
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5-2ov
4A5-2ov
0360
03W
w
w
9.40
9.40
2631
2531
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5.20v
4A5.20v
4A5-2ov
03W
03W
0360
w
w
w
9.40
9.40
9.40
2631
2631
2621
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12C•Osw 0.091 238 151 0 0 0 0 0 0 0 0
11DO
16B-30ad
0390
0.032
n 10.18
0.84
1227
1.76
0
162
0
162
0
135
0
285
0
36
0
36
0
30
0
63C
F 22A-0m 1.180 30.80 0A0 162 0 0 0 36 0 0 0
6 d AED extwsion 23 5
ErrMopelossrgaln 135 262 30 58
12 a) blltrdon 0 0 0 0
b) Room ventladon 0 0 0 0
13 lnte W gains Ooajpaft@ 230 0 0 0 0
Appliancestbiher 0 0
Su110W (lines 6 to 13) 135 262 30 58
Low wdernal load 0 0 0 0
Lesstrandar
RedWbuOon
0
135
0
262
0
10
0
19
14 Subtotal 0 0 40 78
15 Durtloads 15% 51% 0 0 15% 51% 6 39
Total room bad 0 0 1 46 117
Air required (dm) 0 0 0 5
Calculations approved by ACCA tD meet all requirements of Manual J 8th Ed.
wr FrrCrsoR- 2018-Feb•12082535
Rlghl•SJte®Lkiversa1201816.o.08RSu1s202 PageB
dolDesldoprCaleardEPLT"%ISI1 W 151hSLnMl qCelc-8 FrortDoor laoes: N
wrightsofC Right-J® Worksheet
Entire House
One Stop Cooling and Heating
7225 Sardsoove Gout W beer Park FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: wwK0r eSbpCoolirg.00m License: CA0032444
Job: 1811 W 15th St
Date: 02A)812018
eY LF
1 Room name M
2 Exosedwall 5.0 e
3 Room height 8.0 R heaNmol
4
5
Roomdmensions
Room area
145 x 5.0 It
72.5 IP
Ty Construction U-value Or HTM Area (IF) Load Area Load
number BUMF-n BUM or perimeter (to pW) or perimeter
Heat Cool Cross NI%5 Head Cod Cross WP)S Heat Cod
6 13A-4ors
10D-v
13A4ms
0.143
0360
0.143
n
n
a
3.73
9.40
3.73
Z.90
725
2.90
0
0
0
0
0
0
0
0
0
0
0
0
11
4A5.2ov
4A5-2Dv
03W
03W
a
a
9.40
9.40
2631
2631
0
0
0
0
0
0
0
0
4A5-21N
4AS2Dv
4A5.2ov
03M
03W
03W
a
a
a
9.40
9.40
9.40
2631
2631
2631
0
0
0
0
0
0
0
0
0
0
0
0
11 DO
13A4ors
03W
0.143
a
s
10.18
3.73
1227
2.90
0
0
0
0
0
0
0
0
4AS2ov
4A5-20v
13A4ocs
0360
0360
0.143
s
s
w
9.40
9.40
3.73
10.63
1036
2.90
0
0
40
0
0
40
0
0
149
0
0
116
4A5.2ov
4AS2ov
03W
03W
w
w
9.40
9.40
2631
2631
0
0
0
0
0
0
0
0
4A5.20v
4A5.2Dv
4A5.2ov
03W
03W
03W
w
w
w
9.40
9.40
9AO
2631
2631
2631
0
0
0
0
0
0
0
0
0
0
0
0
12C-Osw 0.091 2.38 151 0 0 0 0
C
11 DO
168300
03W
0.032
n 10.18
0.84
1227
1.76
0
73
0
73
0
61
0
1Z7
F 22A-tpm 1.180 30.80 0.00 73 5 154 0
6 c) AED 9=rsion 22
Envelope loss(gain 364 222
12 a) Nitration 72 25
b) Room ventilation 0 0
13 Internal gains: Coavants@ 230 0 0
Applianoestlher 0
StWW pines 6 to 13) 436 247
Low earnalloW 0 0
Lesstranster 0 0
Reellsbibullon 8 16
14 SUY&W 445 263
15 Ductloads 159' 51% 66 134
Tdal room load 5101 397
Air required (dm) 0 18
Calculations approved byACCA tD meet all requirements of Manual J 8th Ed.
t wMpAtaao/t- 2018-Feb-12082535
F§gh-SJte LW"rsa1201818A.O8 RSU16202 Page 9
do0esWopCatc and EPL Temp\1811 W 15thStn) Calc . M18 Frort Door laces: N
Duct System Summary Job: 1811 W 15th St
wrightsoft• Y ry Date: 02JM2018
Entire House Br. LF
One Stop Cooling and Heating
7225 Sardscove CovL Wider Park FL 32792 Pbre: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: mmOreStopCooliro corn Ucease: CA0032444
Project Information
For: Holly Homes
1811 W 15th SL, City of Sanford, FL
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual airflow
Total effective length (rEL)
Heating
0.50 in H2O
0.16 in H2O
0.34 in H2O
0258 / 0.082 in H2O
0.136 irV100ft
0 dm
250 it
Supply Branch Detail Table
Cooling
0.50 in H2O
0.16 in H2O
0.34 in H2O
0258 / 0.082 in H2O
0.136 in/10011
1153 dm
Name
Design
Btuh)
Htg
dm)
Clg
dm)
Design
FR
Diam
in)
H x W
in)
Dud
Mat
Actual
Ln (ft)
Ftg.Egv
Ln (it) Trunk
BED1 c 2147 0 96 0.136 6.0 Ox 0 VIFx 79.3 110.0 s12
BED2 C 2017 0 90 0.144 6.0 Ox 0 VIFx 69.8 110.0 st2
BE03 c 2750 0 123 0.139 7.0 Ox 0 MR 75.4 110.0 s12
BIM c 808 0 36 0.150 4.0 Ox 0 VIFx 67.1 105.0 s12
FLEX c 2952 0 132 0.136 7.0 Ox 0 VIFx 80.0 110.0 st2
MIDIN c 2048 0 92 0.177 6.0 Ox 0 VIFx 30.5 115.0 st1
KRfDIN-A c 2048 0 92 0.169 6.0 Ox 0 VIFx 33.1 120.0 SO
LAUN C 2088 0 94 0.180 6.0 Ox 0 VIFx 23.6 120.0 sti
LN c 2053 0 92 0.176 6.0 Ox 0 VIFx 26.4 120.0 st1
UV -A c 2053 0 92 0.171 6.0 Ox 0 MR 35.7 115.0 stl
MBED c 2828 0 127 0.149 7.0 Ox 0 VIFx 63.5 110.0 s12
BTM c 624 0 28 0.145 4.0 Ox 0 V1Fx 72.5 105.0 s12
Kroll c 117 0 5 0.144 4.0 Ox 0 VIFx 68.9 110.0 st2
MWIC c 397 0 18 0.138 4.0 Ox 0 VIFx 72.1 115.0 st2
STDR c 782 0 35 0.167 4.0 Ox 0 VIFx 34.3 120.0 SO
Trunk Htg cig Design Vleloc Diam H x W Dud
Name Type dm) dm) FIR 10m) in) in) Material Trunk
SO Peak AVF 0 497 0.167 632 12.0 0 x 0 VinlFix
s12 PeakAVF 0 657 0.136 614 14.0 0 x 0 VinlFlx
2018-Febb12 082536
C wrightso_R•
r411-SUMOUriversa1201818.0A8 RSU16202 Page 1
doVesMp\Calc and EPL Terrp\1811 W 151h SLrW Carc. M1B Frort Door faces: N
Name
Grille
Size (in)
Htg
dm)
Gg
dm)
TEL
ft)
Design
FR
Vela
ipm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Mal Trunk
rbi Ox 0 0 1153 60.3 0.136 653 18.0 Ox 0 MR
2018•Feb-12 082536wrlghtsoR'
Pagetj'+`-.-.-.-.-...
wghl•sJ1e®lktversa12o181e.o.oeass2o2tn
doOesidop\Caleard EPL Temp\1811 W 151AStr p Cale. KM Frort Door faoex N
Static Pressure and Friction Rate Job- 1811 WlsthSL
wrightsoft• We: 02 OBi2018
Entire House By: LF
One Stop Cooling and Heating
7225 Sardscove Coat. Wirter Park FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwK0neSbpCooIIrg oom Uoense: CACD32444
For: Holly Homes
1811 W 15th SL, City of Sanford, FL
Heating Cooling
in H2O) in H2O)
External static pressure 0.50 0.50
Pressurelosses
coil 0 0
Heat exchanger 0 0
Supply diffusers 0.03 0.03
Return grilles 0.03 0.03
Filter 0.10 0.10
Humidifier 0 0
Balancing damper 0 0
Other device 0 0
Available static pressure 0.34 0.34
Total•
supply Return
ft) ft)
Measured length of run -out 21 10
Measured length of trunk 59 0
Equivalent length of fittings 110 50
Total length 190 60
Total effective length 250
FrictionRate
Heating Cooling
int1001t) iN100ft)
Supply Dulls 0.136 OK 0.136 OK
Return Ducts 0.136 OK 0.136 OK
Fitting Equivalent LengthDetails
supply 4X=35,11 A=20,11 G=5,11 G=5,1 A--35,11 G=5,11 Gam: TotalEL=110
Return 5E1=10, 6M=20,11 G=5,11 G=5,11 G=5,11 Gam: Total&=50
2018-Fe12 082536 wtrightsoR' Page
1 Rlght-Srlte®lbiversa1201818AA8 RSU16202 do1DesftplCelcard
EPL TerrpU611 W 151hSLnp Celc. NUB Frort Door ta= N
Job #:1811 W 15th St.
Performed by LF for:
Holly Homes
1811 W 15th St.
Sanford, FL
Level 1
One Stop Cooling and Heating
7225 Sandscove Court
Winter Park, FL 32792
Phone: (407) 629 - 6920 Fax: (407) 629 - 9307
www.One&opCooling.com
Scale:1 :130
Page 1
R0"uiV0 Universal 2018
18.0.08 RSU16202
2018-Feb-091529.15
i••
Plot Plan lG73 = DRA1NFLOW -Site Benchmark information.
Survey -Benchmark Information -RECORD COPY * #
Sol Mao n* WWIAsplretl Road
Seminole County Datum Elevation: 27_es
Elevatiam are based upon NAVO 66 Dawn)
0 #2
Found 1Q' Imn Rod on SE Comer o1 Lot 4. BID& 588
Elevation: 28 00'
r—ion—T"R0-----------------------MwE-------------- ------------
Fro Ur
Heron ROD
WEST— --STREET ______
3S I MrUW11EDFRaMCEMEROFLMIf10lE9 0' PLATTED RIGHT-OF-WAY
W
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I f
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NoorofaoE ISL0FlD11 /+
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O I SET Ul ICGN
NVI11111E
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ROD S CIDIRONRIq*N R00 ( R00 f CAP I ( FM SW IRON I100
LS $121 LB S121
I 1 L84US
W (
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HE CORNER OF LOT 2
LL
O 0 V I 1 PLAT BOOK A6llS, P
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AuosEnc c*RNERaF
I OF THE N 145'
aDRa.D ---
ml 0 1 VV
M W _ Z W I W I PUT BOOK 1. PAGE 101
OF LOT 48 I u1 °DI to I I
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oel
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I
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f I N90'00'00'W49.00'(P) SET urP+o
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APL68121 341' Flv1•(oxM)
1 .PARCELII
I '
j p OVER K ^; j4-,y-saSAK-o; Ok to construct Single Family Structure as
ap! shown on plan. Meets area and dimension
varianceperregulationsregp approved on July 31,
EN C ' ; - I overed parking, either garage or carport,
E 49FT OF W 93 FT C
meeting the requirements of the Land
Development Regulations shall be required. Per
Schedule J, at least one (1) tree shall be located
I
1-•W
RAPHIC SCALE
G.O
IS z
BASIS OF BEARINGS: BEARINGS SHOWN HERE In the required front yard. 10.00'00•E
LIST OF POSSIBLE ENCROACHMENTS' VINYL FENCE ON ANu LN•H- .........
DLS 0.17a30172
LEGEND
CLIENT#: 01743-0172 AICC AY On1RBP1. aLPAFINa Fri
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THIS SURVEY 6 PREPARED FOR THE EKC.USAE
USE AND SOFFIT OF THE PARTIES LISTED HEREON
LIABIITY TO I111RD PAR11ES WY NOT BE
SUS IECT PROPERTY SHOWN HEREON APPEARS TO BE LOCATED IN
FLOOD ZONE X. AREA OUTSIDE OF THE 100 YEAR FLOOOPLAW.
PER F IA M IIA1EL NIPISER 1211TC 007oF
UST REVISION DAIS 0&-M?
SURVEYOR'S CERTIFICATE
I HEREBY CERTIFY THAT THIS SKETCH OF SURVEY WAS MADE UNDER MY
RESPONSIBLE CIMROE AND TO THE BEST OF W KNOWLEDGE AND BELIEF SAID
SURVEY MEETS THE MINIMUM TEC INIC& STANDARDS SET FORTH BY THE FLORIDA
BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER SlIT FLORA
ADMINISTRATIVE *DOE FURTHER THIS DOCUMENT S ELECTRONICALLY SIGHED AND
SEALED PURSUANT TO SECTION 4?2a2T OF THE FLORIDA, STATUTES AND CHAPTER
u1I OF THE FLORIDA ADMINISTRATIVE COME
GATE OF FIELDWORK: 07MI T
DATE SIGNED: 07110r17
0W wS-VIAALL .
LLLF [LDEAL
LAND
SURVEYING, LLC LB 8121 Rao
r1PVIR r.f Dnw B.
Ime. FL 32M ALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE UTHENTICATED
ELECTRONIC SEAL OffOoBFFOOWIFwYlaesa° _._ ............. _. —.
sue.......... OYZVQ
I AA/ TOM I YDTIS l Add Pp1 Frn
RECORD COPY
Residential Optional Calculation tv2: MW 1811 W 15th St Samford, FL 32771
Version 2011 L
STEP 1 Article 220.82 (B) (1),(2) Cunningham Electric, Inc
415
sq. ft Q 2266 General Lighting 100 6.798 VA PO Box
2778
2 Small Appliance 3,000 VA Tavares, FL 3
1 Laundry circuit 1,500 VA 0
Gen.Lgl. Sm App.B Laun. Load 11,298 VA 5rz3rmt8 to2t
STEP 2 Article 220.82 (C) El General lighting, Sm. Appl. & Laundry 11,298 VA
AIC Condenser ti Fixed Electric Space Heating CITY Total 1
5 ton • 7,130 VA AHU 1 10. kw • 11,6W VA 1 Heating Load 1 8,100 VA
AIc 92 VA AHU 2 Slot VA QtY CU Load 1 8,730 VA
A/C a3 • VA AHU 3 Sded VA QtY
ac n+ • VA AHU 4 Select VA QtY Eleeble Space Heat ® 65% 44, 40%>3, vs. AFC 0100% 8,730 VA
A/c #5 VA AHU 5 sdea • VA QtY
STEP 3 Article 220.82 (B) (3) Appliance Demand Load 8,250 VA
4,500 VA 1 Water Heater 4,500 VA
1,400 VA 1 Rehigerstor 1,400 VA Dryer Demand Load 6,000 VA
600 VA Freezer VA
1.030 VAgwa 1 Dishwasher 1,030 VA Range Demand Load 8,000 VA
690 VA W 1 Disposal 690 VA
AVA
R I Hood VAService Demand 28,148 VA
1 Microwave 1,630VA
ID Microwave VADemand Load 117 A
Mini Rettig VA
3400 VA • Wine Or VA Neural Demand 77 A
sow vA Insta Hot VA
L500 VA • Ironing Center VA 111n Servlu:e Req. 12ti A
adea • Jacuzzi Tub VA
sew Sprinkler Pump VA VOL Feeder eke 2
sdea
Elevator VA
Web Pump VA Mtn. Neutral size 4
adea • Fountain Pump VA Eq. 6rding COnd. 8
sdea .
Copper
Pool Equip. Panel VA Apply Demand
GATES VA No Demand
Other load VA No Demand Total Appliance Load 9,260 VA
STEP 4 Article 220.82 (13) (3)
6,000 VAElectricClothesDryers J WINC
STEP 8 ArUcW 220.02 (0) (3)
Electric Ranges 8,000 W Col C demand 8000
or Number of appfiartoes
Cd B demand
SAht.-vRO
tuna 8= for Gas ROW
COoldop
Coddop Cot 8 demand FPgRC'
Oven(s) Col 8 demand
5Ovens) Cal 8 demand
1Numberofappliances0Dem. Fa*W
Coddop & Oven Demand Load
Pool Panel Feeder Calculation (See Nara)
Continuous Motors 0 ......
Non -continuous 0 ......
Spa heater 11 WA .....
Pool heater 3.5 ton
Pool heater 5 ton .....
Pod Light sdea • 0 ......
Blower sdea • o 24ov
adw,,ed o 24a
COWN80 HE]o 240v
Min. Pool Feeder AWG
A B N
0 0 0
0 0 0
0 0
0 0
01 0
01 0 0
0 0 0
0 0 0
0 0 0
A A A
Minimum Parcel Rating A Phase Ampems I Neat lomd
Continuous Non -continuous
motors Motors
sdect • 240v Wed 24a
sated • 240v sded< 20V
sdea •
sdW .
240v
240v
sdea m
2+wsew
sdea • 24ov sded[ 20V
0.0 IMolor Neutral Load
Man.Unbalanced Neutral Load
7E
RECORD COPY
fl•'1,
r
LENETE
ORS SHALL. BE SMOKE/CARBON MONOXIDEALLON-GF I pl»'LE'f5 TO BE pN
COMBO
FI pU"i ARC FAULT 1NTF:RI!PTERS AND "TA!1P];R PRp LUT:s OUTDOORS, GARAGES AND KITCHENIBATH.SALLELEC1'HICAL TO BE 1N ACCORDANCE W1T11 2014NEC
h t--"-fpA 'TO LICaN 5 A4:: O'LESS
O ly, lCr TO U:W
8 4Cy TO R4Nnr_ KT EIv^i2-(
ALUI'1'NiiFl LWF:Z;NG MAY n!-
sin : !.sC);2 n00Ar,P) I GWi3$TITUTEO PER LCC4!'G.DJ
210
E
AI_3Sa r) vcF21FT'
SERVICE >J%AW 4 QaAWC- &,A- A/
c MAIN
DISC J DISC
INT. ADD'L PANELS AS R7zn'D i
PAN nO CIRCUITS) TYp, COMBO
BOX—' U.
G. SERVICE BY i TYP. ELEC. PANEL POWER
CO. (30 CIRCUITS) 4
GROUND- (V 5/8' ROD 8' DEEP q-
t4 M a -re t. I
ELECTRICAL
fRISEfR DIAGRAM Provik-
Concrete-encased electrode. A
concrete -encased electrode consisting of at least 20 feet (6096 mm) of either of the fallowingshallbeconsideredasagroundingelectrode: I.
Onse or more bare or zinc galvanized or other electrically conductive coated steel rjinforcingbarsorrodsnotlessthan1/2 inch (13 mm) in diameter, installed in one contir±uous 20-foot (6096 mm) length, or if in multiple pieces connected together by the usual s!Del tie noires, exothermic welding, welding, or other effective means to create a 20-foot 3196rrm) or greater length. 2.
A bare copper conductor not smaller than'4 AWG. carrponents
shall be encased by at least 2 inches (51 MM) of concrete and shall be horizcRtaliywithinthatportionofaconcretefoundationorfootingthatisindirected "act :^pith the earth or within vertical foundations or structural components or members that aCtcon!act w.th the earth. C!
x!s ' r the garage and ducts penetrating the walls or ceilings separating the r- ,prng-
shall be constructed of a minimum no. 26 gage sheet steel, 1 inch Class
0 or Class 1 duct board, or other approved material and n:
t e garage. (F8C-Reside;ial 302.5.2) 0vw
n c SAS
FORD 1
8- 1 125
W1
0
MiTek'
mm
RE: 603385 -Holly Homes
Site Information:
Customer Info: Holly Homes
Lot/Block:
Address: 1811 W. 15th St.
City: Sanford
RECORD COPY
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
Project Name: Model:
Subdivision:
State: FL
MITek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610-4115
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2017ITP12014 Design Program: MiTek 20/20 8.2
Wind Code: ASCE 7-10 Wind Speed: 140 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 22 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 61 G15-31.003 section 5 of the Florida Board of Professional Engineers Rules.
INo. I Seal# Truss Name Date No. I Seal# Truss Name I Date
1 IT12886963 IA01 1/5118 118 IT12886980 CJ56 1/5/18
12 I T12886%4 I A02 11/5/18 119 I T12886981 I ER 11/5/18
13 IT12886965IA03 11/5/18 120 1T128869821ERA 11/5/18
14 I T12886966 1 A04 11 /5118 121 1 T12886983 I HJ7 11/5/18
15 IT12886967IA05 11/5/18 122 1 T1 2886984 1 HRA 1115/18 1
6 T12886%8 A05A 1/5/18
1
I
1
1
7 T12886969 A06 11/5/18
18 IT128869701A06A 1115/18 J
19 IT12886971 I B01 11/5/18
110 IT12886972 I B02 11/5/18
I11 I T12886973 I B03 1115/18
112 IT12886974 1CJ1 11/5/18
13 IT12886975 CJ1A 1/5/18
14 I T12886976 I CJ3 1115/18
115 'IT12886977ICJ3A 11/5/18
116 I T12886978 I CJS 1/5/18
117 I T12886979 1 CJ5A 11/5/18
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 Co., LLC.
Truss Design Engineer's Name: Albani, Thomas
My license renewal date for the state of Florida is February 28, 2019.
IMPORTANT NOTE: The seal on these truss component designs is a certification
that the engineer named is licensed in the jurisdiction(s) identified and that the
designs comply with ANSVTPI 1. These designs are based upon parameters
shown (e.g.. loads, supports, dimensions, shapes and design codes), which were
geven to MiTek. Any project specific information included is for MiTek's customers
file reference purpose only, and was not taken into account in the preparation of
these designs. MiTek has not independently verified the applicability of the design
parameters or the designs for any particular building. Before use, the building designer
should verity applicability of design parameters and property incorporate these designs
into the overall building design per ANSI/TPI 1, Chapter 2.
J\O)ING
SA FOFtD
G96PAR
712
Mp,S A.
14449 .
No 39380
9 : ST OF
i, ON.A_ e V
Thomas A Aftit PE 11100=1
MRek•118& tM Ft Cart 6634
601 Parke EM Sht Tampa Fl. 3=0
DU
January 5,2018
Albani, Thomas 1 of 1
Job Truss Truss Type py Holly HomesT12886983Py603385AD1Common1
Job Reference (colonel)
Tibbetts Lumber CO. Ocala.FL. 8,200 a Nov 30 2017 MiTek Industries, Inc. Fri Jan 5 12:58:56 2018
8-01 4 4 4 4" 6.0.1 6.7-15 . 1.6.0
Seale - 1:59.4
4X4 =
5
I
1s 17 18 " 14 — 12 11 10
3x8 II 3x8 = 3x4 =
34
3x8 = 3x6 = 3x4 = 3x8 = 34 11
LOADING (psi)
TCLL 20.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0.0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Ina YES
Code FBC20171TP12014
CSI.
TC 0.45
BC 0.59
WB 0.43
Matrix -MS
DEFL in (loc) Well Ud
Vert(LL) -014 14 >999 360
Vert(CT) -0.26 16-17 >999 240
Horz(CT) 0.07 10 n1a n1a
Wind(LL) 0.14 14 >999 240
PLATES GRIP
MT20 2441190
Weight: 202 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-10 oc purlins.
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 20 SP N0.2 BOT CHORD Rigid ceiling directly applied or 744 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
REACTIONS. (Iblsize) 18=133810.7-8, 10=133810-7-8
Installation guide -
Max Horz 18=179(LC 11)
Max Uplift 18=-438(LC 12). 10=-438(LC 12)
FORCES. (Ib) -Max. Comp./Max. Ten. - All forces 250 pb) or less except when shown.
TOP CHORD 2-3=22281742, 3-4=20451755, 4-5=1699/700, 5-6=1699/700, 6-7=2045/755,
7-8=22281742, 2-18=1270/612, 6-10=1270/612
BOT CHORD 17-18=1061295, 16-17=63612064, 14-16=554/1890, 12-14=531/1890, 11-12=810/2064
WEBS 5-14=275/850. 6-14=5401227, 6-12=0/280, 7-12=270199. 4-14=5401227, 4-16=01280,
3-16=270/99, 2-17=573/1896, 8-11=574/1896
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; VUft=140mph (3-second gust) Vasd=108mph: TCDL=4.2pst; BCDL=6.OpsF 110511; 8=45ft; L=34t1; eave=411; Cat.
II; Exp C; End.. GCpi=0.16; MWFRS (directional) and C-C Exterior(2) -1-6-0 to 1-10.14. Interior(1)1-10-14 to 17-0.4, Exterior(2)
17-0-4 to 20.5-2 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3S0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 438 lb uplift at joint 18 and 438 lb uplift
at joint 10.
0 WAWmIo -WW tea f Paranratus and READ NOTES ON TNIS AND INCLUDED WYEK RVERHrCE PAGE MP-7473 rev fae3ROfa BEFORE IRE
Design valid for use only with MReW connedoa. This design Is based only upon parameters shown. and to for an ImiN lual buk" canpon,w nd
a Wu system. 80ore use, tM bustsry designer mud veray the appBUDUry of dalpn parameters and properly Incorporate, this design lmo the overall
bullding dedpn. Brecing Indicated Is to prevem WRNbrp 41 IntM" war web andW chord members any. Additional temporary area permansrd br A MiTek' is always required for drW iy ore to praverd collepse with possible personal "M and property damage. For gem i rega g the
bWkMIW% storage. deMry, enrJbn and Watlnp of Wsen ant we,. syateme, wee ANSMI dually Criteria. D88•611, and SM Busting Componsm gyps Parka EM BWd
8a116ty IMermation callable bornTnrss Plate Intlttub. 2f a N. Los Street Sutra 312. A%=nWs. VA 22314. Tampa. FL 36810
Job Truss Truss Type Ply Holy Homes
10ty T72886984
603355 A02 Hip 2 1
I IDDBaa LtUnDBr 9.^ UC818,1-L.
1-60 ' 6-" S11.15
4.00 12
06
314 2
5
8.201) a Nov 30 2017 NliTek
I0:MDsTp4 t Hvp2PMCpGagb\RuTeR•byLXoB i
21-9 27.48
0-8 2.4-1 Stt•15
4x4 =
6 UA
Inc. Fri Jan 512:58:57 2018 Pane 1
6-" 1$0 ,
Scale -1:61.3
US 11
US = 30 =
US =
3x8 = 30 = US =
34 11
30 =
US =
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
LUMBER -
TOP CHORD 20 SP No.2
SOT CHORD 20 SP N0.2
WEBS 2x4 SP N0.2
SPACING- 2-0.0 CSI. DEFL. in Ioc) Vdeft Ud PLATES GRIP
Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.14 16 999 360 MT20 2441190
Lumber DOL 1.25 BC 0.59 Vert(CT) 0.26 10-19 999 240
Rep Stress Incr YES WB 0.48 Horz(CT) 0.07 11 n/a n/a
Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.14 16 999 240 Weigh 216 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-7-10 oc pudins,
BOT CHORD
REACTIONS. (Ibfdze) 20=1338/0-7-8, 11=133SM-7-8
Max Horz 20=165(LC 11)
Max Uplift 20z-438(LC 12), 11=-438(LC 12)
FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=2230/842, 3-4=2042/862, 4-5=1830/842, 5-6=1718/813, 6.7=1831/843,
7-8=2041/862, 8-9=2230/842, 2-20=1271/643, 9-11=1271/643
BOT CHORD 19-20=107/284, 18-19=74012066, 15-16=565/1716, 13.15=604/1885,
12-13=-6U/2066
WEBS 3-18=263/103, 4-18=0/253, 4-16=-4461231, 5-16=176MS3, 6.15=1431431,
7-15=-443/231, 8-13=2631103, 2-19=636119W. 9-12-637/1900
except end verticals.
Rigid ceiling directly applied or 6-9-13 oc brecng.
MiTek recommends that Stabilizers and required cross bracing
be inatalled during Was erection, in accordance with Stabilizer
NOTES-
1) Unbalanced root five loads have been considered for this design.
2) Wind: ASCE 7-10; Vtdt=140mph (3-second gust) Vesd=108mph; TCDL=4.2psf: BCDL=6.Opsf; h=15ft; 6=45ft; L=34R; eave=411; Cat.
11; Exp C; End., GCpi=0.18; MWFRS (directiona)) and C-C Exterior(2) -148-0 to 1-10.14, Interlor(1) 1-10-14 to 15-0-0, Exterior(2)
15-0-0 to 1940-8, Interior(1) 23-10-4 to 35-6-8 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for
members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.60 tall by 2-0-0 wide
will M between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 438 lb uplift at joint 20 and 436 lb uplift
at joint 11.
AWAM ING - Uu/y aaslml peram 1 aW READ MOTES ON T= AND INCLUDED arrEN ROWNEXCE PAGE 11111167477 rev. 104WMS BEFORE USE
Osegn qad far un Way wah MrreW CWM*d n. This dWgn Is Wad only upon paramaen Mann. ant Is fW an InaMWO bull ft canporisM nal
a bun syatern. Baron use. the a+" on" =9 verily the appanaUlr of design parameters and properly brcer9Wsle No d"p boo the overall
bullding design. Blvd hdWled Is to perart bucld ft or IMMdual truss web andforrl , - mambas only. Addgbnal temporary and pemawa bracing MOW alwaysrequiredforstabilityandtoWevenlCollapsewithpossmlepersonal y and pmparly damage. For general guidance regar0wl; the lel
I, It, , Monge. deBwy. erecUon and t A g of Wens and buss "Moms. see AN881P11 Qua ft Criteria. D58•49 and BC81 Buadbrg CorrrWard 6904 Pert East 6N0. 89leq
IMormadorl evaileblehom Tress Plets Insthdo, 218 N. Los 61ntl, Sub 312 Mexarrdd*. VA 22314. Tampa. FL 30810
Job Truss Truss Type Holly Homes
loty Ipty T12886865
603385 A03 Hip 2 1Job Reference toollcoall
I WDCOS LWIWer VO. LMIa.M. e.ZUU S NOV 3U ZU1T NUTe% IMUSDIeS, mC. Fn Jan 5 1Z:59:59 ZU1e
1$0 6-9.1 6-3-15 4-01 4-0 4 tL315
Scale-1:81.3
4.00 12 04
30 = I0 =
4 20 21 5 22 236
axe II US = 3,0 = 3x8 = 3xe = 3x6 II
axe =
34 =
8.8-_1 __ _ _ _ 8.3.15 8-08 e-3.15 B.B•1
LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (roc) Well Ud
TCLL 20.0 Plate Grip DOL 1.26 TC 0.46 Vert(LL) 0.14 14 999 360
TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) 0,32 13-14 999 240
SCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.07 10 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.14 13-14 999 240
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD
BOT CHORD 20 SP No.2
WEBS 2x4 SP No.2 BOT CHORD
REACTIONS. (Ibsize) 17=1338f0-7-8,10=133810-7-8
Max Horz 17=151(LC 10)
Max Uplift 17=438(LC 12), 10=438(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=2234/887, 3=2023/863, 4-5-18721868, 5.6=1872/868, 6-7=2023/863,
7-8-2234/887, 2-17=12701652, 8-10-1270(652
BOT CHORD 16-17=92I268, 14-16=786/2071, 13-14=690/1948, 11-13=730/2071
WEBS 3-14-278/156, 4-14=74/388, 5.14=265/139, 5.13=265/139, 6.13=74/388,
7-13-2781156. 2-16=697/1911, 8-11=696/1911 PLATES GRIP MT20 2441190
Weight: 193
lb FT =
20% Structural wood sheathing direly
applied or 3-7-6 oc purtins, except end verticals. Rigid
ceiling directly applied
or 6-7-8 oc bracing. MiTek recommends that Stabilizers
and required cross bracing be installed during truss
erection, in accordance with Stabilizer Installation guide. NOTES- 1)
Unbalanced roof
live
loads have been considered for this design. 2) Wind: ASCE 7-
10; Vuk=140mph (3-second gust) Vesd=108mph; TCDL=4.2W,, BCDL=S.Opsf; h=15ft; 8=45ft; L=34ft; eave=oft; Cal. II; Exp C; End.,
GCpi=0.18; MWFRS (directional) and C-C Exlerior(2) -1.6-0 to 1-10-14, Interior(l) 1-10-14 to 13-0-0. Exterior(2) 13-0-0 to
25-10-4. Intedor(1) 25.1064 to 35.68 zone; cantilever left and right exposed; end vertical left and right exposed;C.0 for members and forces 3
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOI-0.60 3) Provide adequate drainage
to prevent water ponding. 4) This truss has
been designed for a 10.0 psf bottom chord live bed nonconourent with any other live loads. 5) • This truss has
been designed for a live load of 20.0psf on the bottom lard in all areas where a rectangle 380 tall by 2-0-0 wide will fit between the
bottom Chord and any other members. 8) Provide mechanical connection (
by others) of truss to bearing plate capable of withstanding 438 lb uplift at joint 17 and 438 lb uplift at joint 10. WARNINO -
Way dal 0 $ -
anw- and READ NOTES ON TM AND INCLUDED AVM REFERENCE PAGE W7471 rev. I&MMfa BEFORE USE Osalpn valid for use
only wdh MITeM cdrure, ors. This dealpn Is based only upon paramsters Mann. and Is loran MdM dual buUdbrg coi kporm not a buss system. Befee
use. the buUdbV dalpner must vMy On appUoblidy of design penmMars and propeAy brcorporste Oft deslpn Into the overall bWklbrp design. Bmcblp Indicated
Is to rMavem burldN of k106rauat Was web "or Groh mambers only AddWonal temporary and permanem bracing ly WOW awop raWbldy
ed forstabandtoPawscollapsewithpoaaetepersonalInNIyandp "s de^roW. For gomrd guld— regardhV 01a tokstlan. storape. dedvary, esgbn and Oradnp
of busses and buss systems. see ANSVMI Qua ft Criteria, OSS49 and BM BuDdIng Cempomm 6904 Parke East Blvd. Saf rty inlonnsdon erallable tram Truss
plate InstUlae, 218 N. Lee Street, Sucre 312. AMxandda, VA 22314• Tamps, R 30610
Job Truss Truss Type Oy Ply Holy Homes
T12886968
603385 A04 Hip 2 1
Job Reference (oodomn
fibbelts Lumber Co, Ocela,FL. 8.200 s Nov 30 2017 MTek Industries, Inc, Fri Jan 512:59:00 2018 Page 1
ID:MDsTswjl HvgzPMcpGegbVlaTcR-OX09QA1 N7aVFY8ue)LEBMhSL01rh?xy39129uyOw9
6-' 7-15 17-0.4 23-0 8
1
27 d 9
I 34.0.8 358 8
1$-0 8 7-15 4 1 604 604 4•1 6 7-15 18-0
Seale-1.60.3
44 =
20 II 4x8 =
4.00 12 4 21 22 5 23 24 6
3x6 II 3x8 = 3x4 =
3* =
34 =
3x6 =
30 = 3x6 = 3x6 11
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Inv YES
Code FBC2017frP12014
CSI.
TC 0.47
SC 0.55
WB 0.52
Matrix -MS
DEFL in (roc) I/deff Ud
Vert(LL) -0.16 14 >999 360
Vert(CT) -0.30 14-16 >999 240
Horz(CT) 0.07 10 n/a n/a
Wind(LL) 0.16 14 >999 240
PLATES GRIP
MT20 2441190
Weight: 194 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purtins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-7-3 oc bracing.
MTek recommends that Stabilizers and required Cross brecing
be installed during truss erection, in accordance with Stabilizer
REACTIONS. (Ib/size) 18=1338/0.7-8, 10=1338/0-7-8
Installation guide -
Max Horz 18=138(LC 11)
Max Uplift 18=438(LC 12), 10=-438(LC 12)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when sham.
TOP CHORD 2-3=2217/9W. 3-4=2106/913, 4-5=2279/1008, 5.8=2279/1008, 6-7=2lD6f913,
7-8=2217/900, 2-18=1267/658, 8-10 =1267/659
BOT CHORD 17-18=109/276, 16-17=789/2048, 14-16=707/1963, 12-14=663/1963, 11-12=733/2046
WEBS 4-14=195/515, 5-14=374/285, 6.14=195/515, 2-17= 689/1872, 8.11= 188/1872
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vesd=108mph; TCDL=4.2pst. BCDL=G.Opsf; h=15fl; 8=45R; L=3411; eave=4R; Cat.
11; Exp C; End., GCpi=0.18; MWFRS (directiona)) and C-C Extedor(2) -1-6-0 to 1-10-14. Interior(1) 1-10-14 to 11-0.0, Exterior(2)
11-0-0 to 27-10.4, Interior(1) 27-10-4 to 35-6.8 zone; cantilever left and right exposed; and vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.W plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 pet bottom chord live toad nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3S0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 436 lb uplift at joint 18 and 438 lb uplift
at joint 10.
0 WARNING. NVWy dw/pn Fwtranueen srrd READ NOTES ON THIS AND INCLUDED MIEN ROWMEJNCE PAGE MD-74TS m: faeL2M6 BEFORE USE.
Deslpn v0d for use arty with MIT*W cormw1ors. This deslpn Is based any upon paremtlere shown. and Is for an Indlrldust bulM tp wi mcme. not
a truss system Before use, IM bullft Wl-9 must very Ua eppkab00y of doslpn parameters and PWVIy irreorporste this tlesign Into IM overall
bulHMO sip. 8 I p Ir4k4 d Is to provers bucWV of intIM"l truss web "or dor0 munDers only. AMRIonal temporary utd penroneM bmdrq WOWabandtoprewrdrsecopwithpossIblep*rsonst "ury wW paperym Is daape. Forgen" guM— mWNbq ft M1bricatIm. strap*, delivery.
ersctbn ant bmtlnp of busses ant buss systems, see ANWrPr1 Owlity CrhMa. D3849 and BC& SuRdIng Cempener s Seety IMormstlen svebble
horn Truss Pots Institute, 218 N. Lee Strew, Sus* 31Z Alexandria. VA 22314. 69N Parke East
BWd Tampa, FL 36810
Job Truss Truss Type Qty Holly Homes
1ply T12886967
603385 A05 Hip 1 1
r ruuuas Lumber Go. 0am.FL. e.200 s Nov 30 2017 MFvex a10us91e3. Inc, Fri Jan 5 12:59:OZ 2u16 Page 1
ID:MDsTsMi HvgzPMcpGagbVlzzTcR-yweors3efSrrmoS21gmGIR6XtuEMj9v7FWSn9EkriOw7
14-4-3 i 19-05
t 25-08 i 27 B 34-" i3588 i1808$0 2 1 5-4-3 5 4-3 5-4-3 2.4-1 e-8.0 1$0
Scala a 1:60.3
Ix4 - 3" = 3X8 = 4x4
100 12 3x4 =
20 19 Is ' " 14 13 12
3x6 11 3x9 = yX = 44 = 30 = 44 = US = 3x6 = Us II
LOADING (pat)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
LUMBER -
TOP CHORD 20 SP N0.2
SOT CHORD 2x4 SP N0.2
WEBS 2x4 SP N0.2
SPACING- 2-0.0 CSI. DEFL in loc) Udell Ud PLATES GRIP
Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.19 16 >999 360 MT20 2441190
Lumber DOL 1.25 SC 0.84 Vert(CT) -0.39 16-18 >999 240
Rep Stress Ina YES WS 0.54 Horz(CT) 0.09 12 n/a n/a
Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.19 16 >999 240 Weight: 192 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-5.15 oc pudins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-1 oc bracing.
REACTIONS. (Iblsize) 20=133810-7-8, 12--1338/0-7-8
Max Horz 20=124(LC 11)
Max Uplift 20=438(LC 12), 12=438(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=2210/910.3-4=-2169/940, 4-5=2047/907, 5.7=2603/1076, 7-8=2047/907,
8-9--2169/940, 9-10=2210/910, 2-20=1265/665, 10-12=1265/665
BOT CHORD 19-20=12WU4, 18-19=796/2038, 16.18=949/2548, 14-16=945/2548. 13-14=739/2038
WEBS 4-18=182/518, 5-18=705/315, 7-14=705(314. 8-14=182/518, 2-19=67611856,
10-13=675flSW
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide-
NOTES-
1) Unbalanced roof live bads have been considered for this design.
2) Wind: ASCE 7.10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=S.Opsf, h=15fl; B=45ft; L=34U; eave=4R; Cat.
II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-0 to 1-10.14. IMenior(1) 1-10-14 to 9-0-0, Exterior(2) 9-0-0
to 29.10-4, Interior(1) 29-10-4 to 35-" zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members
and forces R MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconeurrent with any other live loads.
5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 438 lb uplift at joint 20 and 438 lb uplift
at joint 12.
O WARNING -V ft dnlmr peadr - WW READ NOM ON DO AND INCLUDED ff Elf REFEREJICE PAGE OY74)7 rev. 16e3RefS BEFORE USE
Design vaW nor use only w6h MITOW canrredom Thb d"Ipn b tend "upon pmnatsn slow arW b fbr an IndNWW buasbp cw Morrenl. nol
a buss System. Before un, ant buWft daWpw must aft the appanb W of dnipn paranutara and POPOV hrcomorm thb deco Ime the aware
balldbrp dalpn. Bramrp OKUMed Is to Pam brrogbrp of WM" bun web arWor clrad me Maas ". Addpbnal temporary and pwwwwM baring MOWalwaysrepuhWford@bWyandtoprovwcollapsewhhpoadbNpersonalh" and Map" damage. For general gukana regerdbV lire
laWco ion, steppe, delmy, aradion and txadnp of erase ant boas systems, ace ANWMI Oualby CAbAa. DSBaa and BC61 BWWbq Compound 69N Parke EON BNd.
Safety bdbrmaaan ava6abb Stem Tnrsa Pbta In0%4e. 216 N Lee Sbeet. Subs 312. Abxandda. VA 22314 Tampa. FL 36810
Job Tnlss Type pry Ply Holy Homes603385TTrnus!
s
T12886960
Roof Special 1 1
Job Reference (optionall
1NDWn LUMDer GO. OCE118,FL.
t0.11 12-'
18o e-e-0 a-3-9 1.1
40 =
4x4
4.0o 12
4 5
8.200 a Nov 30 2017 MTTek In
ID:MDsTsvrj 1 HvgzPMcpGagbVtrzTCR- WGBGX4u8;
6-1/•12 2V 27-"
6-0-12 6 12 2--1
30 = 4x4 =
Inc. Fri Jan 512:59:04 2018 Pagel
yB17WXcEG120doGY mGGldzyOw6
34-0.8 3588
8.7-15 18-0
Scab -1 *61.3
3X8 11
3x9 = 3x6 =
4x8 =
3x4 = 3x8 = 3x8 =
US II
4X9
LOADING (pSO SPACING- 2-0-0 CS1. DEFL in (loc) Vden Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.19 15-17 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.26 BC 0.79 Vert(CT) 0.43 15-17 >946 240
BCLL 0.0 ' Rep Stress Ina YES WB 0.62 Horz(CT) 0.06 11 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.19 15-17 >999 240 Weight: 195lb FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-7 oc purlins,
BOT CHORD 2x4 SP N0.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-11 oc bracing.
MiTek recommends that Stabiiizers and required Coss bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide -
REACTIONS. (Ibrslize) 19=1338/47-8, 11=133810.7-8
Max Hofz 19=137(LC 11)
Max Uplift 19=438(LC 12). 11= 438(1-C 12)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=2215/822, 3-4=2118/832, 4-5=20911852, 5.6=2629/1023, 6-7=20381793,
7-8=2159/823, 8-9=22127767, 2-19=1265/631, 9-11=1267/631
BOT CHORD 18-19=97/277, 17-18=707/2044, 15.17=832/2440, 13-15=859/2629, 12-13=633/2040
WEBS 4-17=407/1165. 5-17=1061/487, 5-15=-521349, 6.13=715/279, 7-13=144/500,
2-18=618/1869, 9.12-595/1858
NOTES-
1) Unbalanced mot live loads have been considered for this design.
2) Wind: ASCE 7-10; Vtdt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B--45ft; L=34ft; eeve=4111; Cat.
It: Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1.1.0 to 1-10-14, Interior(1)1-10-14 to 10.1141, Extedor(2)
10.11.8 to 12-11-0, Interior(1) 26-" to 35.68 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for
members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 438 lb uplift at joint 19 and 438 lb uplift
at joint 11.
WARNING - Ihrtly dntn panrrwers and READ NOTES ON Tea AND INCLUDED MITER REFERENCE PAGE MI-7473 rev. 10QVMfe BEFORE USE
Do"n vaed Torun only rdtk MRsI®wuledas. This dalpn IS band **upon parameters shoom, and is bran IndMowl buildft commnem, net
a buss system. Berom use. the buedbrp deslpner must varly the appdeaNlay of destpn parameters and properly incorporate tlhla do4n Imo me Wend
of outsidurd r web chordtl and Iradnprad" indicated Is IprevesWeverd w0ls F MiTekossinpermanentkstaysreaWrWstabMywWtooco0a"nwponly. ntlM lgwy w4 p penenl puNanq no•mboprgawidanortaMraUon.
storeps, delvery, erection and bre" of trusses and bun systems, no ANWMI Quality CAOests, D3849 and SCSI Building Cornponrms Safety
IMonmUen avalatdo from Truss Plate Institute, 218 N. Lee Sbeat, Suke 312, Alexandria, VA 22314 61104
Pane East Blvd. Tempe,
FL 36810
Job Truss Traps Type ply HollyHomes
1ply T/2886969J603365ANHipGirder12
Tibbetts Lumber CO, txala,FL. 8.200 s Nov 30 2017 MiTek Industries, Inc. Fri Jon 512:59:06 2018 Pape 1
ID:MDSTswjtHvgzPMcpGagbVb zTCR4AVh6v7PEIW6WNVBBIN4hNnpfOJZeS7uOETROzy0w1
7+ 138-12 20.3-12 27-041 I 34.0r1$I l
12
3$
19 6.7-0 , Sale:
3I10"0' NAILED
NAILED
NAILED NAILED 3x10 = NAILED 8 = _
4.00 12 4xNAILED NAILED
2x4 II NAILED 3X5 = NAILED NAILED NAILED 4x4 3
18
19 204 21 22 5 6 23 24 25 7 17 10
3x8 II
t8 14
28 27
15 28 29 30 31 t3 32 12 33 34 11 30
II
4x8 = NAILED
US = 3x8 = NAILED NAILED 2x4 II 4x6 = NAILED Sx12 = Spe" NAILED
NAILED
NAILED NAILED NAILED Special LOADING (
psf)
TCLL 20.
0 TCDL 7.
0 BCLL 0.
0 BCDL 10.
0 SPACING- 2-
0-0 Plate Grip
DOL 1.25 Lumber DOL
1.25 Rep Stress
Ina NO Code FBC2017/
TPI2014 CSI. TC
0.
65 BC 0.
83 WB 0.
48 Matrix -MS
DEFL Vert(
LL)
Vert(CT)
Horz(CT)
Wind(LL)
in (hoc)
Well Ud 0.25
13-14 >999 360 0.44
13-14 >916 240 0.09
10 We We 0.28
13-14 >999 240 PLATES GRIP
MT20 2441190
Weight: 359lb
FT = 20% LUMBER- BRACING -
TOP CHORD
20 SP No.2 -Except' TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins, 3.5:
2x4 SP M 31 except end verticals. BOT CHORD
2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-9 oc brecing. WEBS 2x4
SP No.2 REACTIONS. (Ib/
size) 17=2427/07-8, 10=2066/0-7-8 Max Hors
17=110(LC 6) Max Uplift
17-992(LC 8), 10=1028(LC 8) FORCES. (Ib) -
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD
2-3=.4607/1820, 3.4=606W2603, 4.6=6068/2603, 6-7=3582/1861, 7-8=3812/1914, 2-17=
235711021, 8-10-198611065 BOT CHORD
16-17=111/320, 14-16=1587/4308, 13.14=2567/5633, 11-13=2567/5633, 10-11-
59/256 WEBS 3-
16=111309. 314=953/2038, 4-14=790/535, 6-14=0/585, 6-11=237W979, 7-11-
232/685, 2-I6=1544/4087, 8-11=1646/3336 NOTES- 1)
2-
ply truss to be connected together with 10d (0.131"W) nails es follows: Top chords
connected as follows. 2x4 - 1 row at 0-9-0 oc. Bottom chords
connected as follows: 2x4 -1 row at 0.9-0 oc. Webs connected
as fellows: 2x4 - 1 row at 0-9-0 oc. 2) All
loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections
have been provided to distribute only loads noted as (F) or (8). unless otherwise indicated. 3) Unbalanced
roof live loads have been considered for this design. 4) Wind:
ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf. h=15f1; B=4511: L=34R; eave=411; Cat. II; Exp
C; End., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.
60 plate grip DOL=1.60 5) Provide
adequate drainage to prevent water ponding. 6) This
buss has been designed for a 10.0 psf bottom cord live load nonconcurrent with any other live loads. 7) • This
truss has been designed for a live load of 20.0psf on the bottom chord in all area where a rectangle 341-0 tall by 2-0-0 wide will M
between the bottom chord and any other members. 8) Provide
mechanical connection (by others) of truss to bearing pate capable of withstanding 992 lb uplift at joint 17 and 1029 lb uplift at joint
10. 9) "NAILED"
indicates 3-10d (0.148"x3") or 3-12d (0.14M.25") toe -nails per NDS guidlines. 10) Hanger(
s) or other connection device(s) $hell be provided sufficient to support concentrated load(s) 443 lb down and 156 lb up al 7-0.
0, and 35 lb down and 102 lb up at 25.11-12 on bottom chord. The desigrVselection of such connection device(s) is the responsibility of
others. LOAD CASES)
Standard WAWONO- Mr$
y detlgrr pararrratare WW READ NOTES ON THIS AND INCLUDED WFEN RE WUNCE PAGE UP-747S mv. 1403401$ BEFORE USE use N
ranw, bOver" Wusystem. Setae Vie v bmingd r rmde Veit dw Y Parameters and ts br ft"" popoftdetlp n.
A - &KftWed Is W pnveM bOOft Of In" Wes web arW& d c mpnbsre o dy. Atlegbml tMlporary and pemlenem bradrig WOWred uMdtl pINgableyandtopreventcWkWwhhposslDNpersonallroqandproperlydamage. For g- WAds- rdWrdlne ure reMalbn. slon".
daevay, eredbn one bnKft of Vann and Wu systems. no ANSIRPN Owlly Crilens, D$BJa and BC$1 BWMIng Component 9061y brfonnadw
ev*U" hen Tnus Poets Ingaute, 218 N. Lee SbeN. Sidle 312. AWarodde, VA 22314. e04 parka
East Blvd. Tampa, FL
36810
Job Tons Type Oy Py Holy HomesT12886969T:
Trus$
603385 Hip Glyder 1
foodonell
ribbells Lumber CO, 00918,FL. 8.200 s Nov 30 2017 hbTek Industries, Inc. Fri Jan 512:59:08 2018 Pepe 2
ID:MD$Tsw)1 FkgzPMcpGepbVtrzTcR4WVh6v7PEIV4WNVBB1N4hNn#fOJZeS7uOETROryOw1
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-2=54, 2-3=54, 3.7=50, 7$=54, 8.9-54, 10-17=20
Concentrated Loads (lb)
Vert: 3=113(F) 5=107(F) 7=107(F) 16= 443(F) 11=7(F) 18-113(F) 19=113(F) 20=113(F) 21=113(F) 22=113(F) 23=107(F) 24=107(F) 25=107(F) 28=54(F)
27=54(F) 28--54(F) 29 -54(F) 30=54(F) 31=28(F) 32=28(F) 33=28(F) 34=28(F)
0 WARNING • Veey destar; s erneers wW READ MOTES ON THIS AND INCLUDED artEK REIMMEMCE PAGE ef¢7472 rev. 10031 r6 BEFORE USE
Design Y M for use ordy with MtrreW cemectors. This design Is owed omy upon parameters shown, ell Is for an WWual buU ft cenpornnl not
e bun "gem Before un, ore bugdbp d-19— mue vely the OPOW bllby of dsslpn parameters and pmpedy In' I ' 1e Oft despn Imo the oweg
bul" de&Vn. BreWp bWAM Is to praveni WOft of bwNMeel truss web motor chord members any. Addbbnel temporary and pemrsnem tusdnp MiTek' b efreys wOvkW for WbMy end to pwsm COMM MN Iwssmis Ixn - "m0 propenl dame". For YeAsnd 11 0 the
bbrkadon, storage. deg"ry. erection and brad" of busses and Was systems. see AN3VM1 Ouslhy CAbAa, DSB49 and SCSI Building Compom raBellyinfonnsVenevegabbhornTrussPbteInWMe, 218 N. Lee Street. Subs 312, Akximd". VA 22314. SM Parke Fast Blvd
Temps. FL 36610
Job Truss Truss Type Oty
1
Ply HoW Homes
T12886970
603385 A06A ROOF SPECIAL GIRDER 1 1Job Reference topItonall
I molls Lu ru)er w, L=M.I'L.
I." ' 6.8-0 4-3A
4x4 =
4.00 12 4
3xa US =
3-11-0
5200 s NOV 30 2017 NOTek
20 11 4x9 =
a NAILED NAILED NAILED
13 122
Sze =
24 tt
Special
Inc, Fri Jan 512:59:10 2018 Page I
7-0-0 1-6-0 '
Scab - 1.61.3
2x4 11
10
LOADING (psf) SPACING- 2.0-0 CSI. DEFL in (lot:) Ildefl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.06 18-19 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) 0.12 18-19 >999 240
BCLL 0.0 ' Rep Stress Inct NO WB 0.95 Horz(CT) 0.02 10 n/a We
BCDL 10.0 Code FBC2017/iP12014 Matrix -MS Wind(LL) 0.04 17-18 >999 240 Weight: 188 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 5-4-15 cc pudins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing, Except:
6-0-0 cc bracing: 12-13.11-12.
MTek recommends that Stabilizers end required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installationu'
REACTIONS. All bearings 12-9-0 except ()t=length) 19=0-7-8, 12=0-3-8.
Ib) - Max Horz 19=137(LC 7)
Max Uplift All uplift 1001b or less at joint(s) except 19=284(LC 25), 13=590(LC 8),
11=234(LC 5), 10=175(1-C 8)
Max Grev All reactions 250 lbor less et joints) except 19=766(LC 1), 13=1348(LC 1).
11=909(LC 18), 10=304(LC 18), 12=317(LC 3) FORCES. (
lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP
CHORD 2-3=1019/305, 3-4=71SM76. 4-5=704/274, 54 =65/483, 6-7=-65/483, 2-19=701/319 BOT
CHORD 17-18=165/912, 15-17 =80/570. 13-15=77/574 WEBS
3.17-380/132, 4-17=60/260, 5-13=1209/352, 6-13=516/332, 7-13=4501172. 7-
11=379/276. 2-18=154f761, 8-11-287/152 NOTES-
1)
Unbalanced root live loads have been considered for this design. 2)
Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vesd=108mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; B-45ft; L=34fi; eave=oft; Cat. II;
Exp C', End., GCpi=0.18; MWFRS (directional); cantilever left and right exposed: end vertical left and right exposed; Lumber DOL=
1.60 plate grip DOL=1.60 3)
Provide adequate drainage to prevent water ponding. 4)
This truss has been designed for a 10.0 psf bottom chord five load nonconcurrent with any other live loads. 5) •
This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members. 6)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 284 Ill uplift at joint 19, 590lb uplift at joint
13, 234 lb uplift at joint 11 and 175 lb uplift at joint 10. 7) "
NAILED" indicates 3-10d (0.14M*) or 312d (0.148'x3.25') toe -nails per NDS guidlines. 8)
Hanger(s) or other connection device(s) shall be provided Sufficient to support concentrated loads) 316 lb down and 86 Ill up at 26-
11-12 on bottom chord. The desigrVselection of such connection device(s) Is the responsibility of others. 9)
In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD
CASE(S) Standard AWARNING -
Vbrsy 410113W Pwwmtas and READ NOTES ON Tres AND INCLUDED WrEN REFERENCE PAGE aD 747S rev. I&CU re aEF'ORE USE. Design
vaad for use only with Mrr*W connedore. This deatyr Is based ady upon pammaters proem, and Is for an WAWual build" component. ma 10 abunsystem. Before use. Oro bu" designer must vaey the appWWlly of design parameters and propoly Incorporate Oda do&" brio V* overall WWII
dealgn. BmOV bx kaled Is to paverd bnctWerp of IndhMual buss web ancM chord manbere only AddWmW temporary ad permmard breA MiT®k IsstwaprequiredforstbandatopreventcoaapnwIMpoaslelepersonalINurydpoperyWmage. Forgerrsral guidance regain" Oro an lawkeft h, stooge.
dettvery, eroctbn ant bradrrp of buses ant bwa syasma, ea A UMM oualiry Crlresta, DSB49 and BCaI BuINIng Component Safely Intormalloth evadable
I mn Trtua Plate ImIllie. 218 N. Lee Sbeet. Sure 31Z Alexandria. VA 22314. SM Pair East
Blvd. Tampa. FL 341810
Job Truss Thus Type Oty Py Holy Homes
T72886970
603395 A05A ROOF SPECIAL GIRDER 1 1 I Job Reference (oollonall
t IDDeRa LIIr1DW GO. 00111a.K.
LOAD CASES) Standard
1) Dead a Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-2=54, 2-4=54, 4-5=54, 5-7=54, 7-8=54, 8-9=54,10.19=20
Concentrated Loads (lb)
Vert: 7=113(B)11=318(8) 21=113(B) 22=113(8) 23=54(8) 24=54(8)
8.200 a Nov 30 2017 MTek Industries, Ina Fri Jan 5 12:59:112018 Page 2
ID:MDsTsw)1 Hvg2PMcpGagbVlzzTcR-BflXWHXDuANrEls9wnl9PUsWMmurabMS82j2y0w
WARNING -Wft paranwlvs and READ NOTES ON MS AND INCLUDED sIIEX REFERENCE PAGE 1119-7472 rev. /6911015 BEFORE USE
Dealpn vald for use only with MRalrss cmuwd*rs This design Is based only upon paramsten shown, and Is for an Individual but1ding componem. not
a truss system. Behr use. the bu6ding dsagner must verly 66 apptlaWlay of daslpn parameters and properly urarponte thle design Imo oa ovens
budding design. Bmdng Intdlcete0 Is to patent buchdbrp of IndMMusl truss web andlOr chord members any Additional temporary and pemranerd bradng MiTek' Is always required for stabilty and to prevent appan" apsewithpossVepaIrquryand properly damage. For general guidance mgamatp the lebriatlen. storage.
deWery, erection and bmMV of busses and truss syaams, aes ANSI"I Quality Criteria. 03849 and SCSI BWldl* Component Sally IMomtatlon
available ham Truss Plate InstRWe. 210 N Lee Street. Suse 312. Alexandria. VA 22314. 6904 Parks East 04. Tampa. FL
36610
Job TnrssTypeOty Py Holy HomesT12886971603365T8,001sa Hip Girder1 1 1
Job Reference toytionaD
11000113 LUMDer t^ LX818,1'L. 8.200 s Nov 30 2017 MTek Industries, Inc. Fri Jan 5 12:59:12 2018
1-" 7-0-0 3.11-8 3.11-8 74)-0
Scale -1:39 3
NAILED NAILED
4)8 = NAILED
NAILED
2M 11
NAILED
4x8
4.00 /2 3 12 4 13 14 15 5
11 7
4xa II 4x9 =
NAILED
5xe =
NAILED
4rB =
7
II
Special NAILED Special
LOADING (psf)
TCLL 20.0
TCDL 7.0
SCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr NO
Code FSC2017frP12014
CSI.
TC 0.83
BC 0.77
WB 0.60
Matrix -MS
DEFL in
Vert(LL) -0.11
Vert(CT) -0.22
Horz(CT) 0.04
Wind(LL) 0.13
hoc) Well Ud
9 >999 360
9-10 >999 240
7 Ne Na
9 >999 240
PLATES GRIP
MT20 244/190
Weight: 119lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 'Except- TOP CHORD Structural wood sheathing directly applied, except end verticals.
5-0: 2x4 SP M 31 BOT CHORD Rigid Ceiling directly applied or 6.9-10 oe bracing.
BOT CHORD 2x4 SP No.2 MTek recommends that Stabilizers and required cross bracingWEBS2x4SPN0.2 be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ibfsize) 11=1571/0.7-0, 7=1478I0-7-8
Max Horz 11=105(LC 7)
Max Uplift 11=557(LC 8). 7= -463(LC 8)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=2734/879, 3=2910/1004, 4-5=2910/1004, 5.8=2743f884.2-11 1498/592.
6.7=14031498
BOT CHORD 10-11=116/286, 9.10=731/2533, 8-9=739/2547
WEBS 3-10=Of328, 3-9=192f574, 4-9=485/328, 5.9=190/564, 5411=0/326, 2-10=654/2302,
6-8=-694/2354
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vuh=140mph (9-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opaf; h=15ft; B--45ft; L=24ft; eave=oft; Cat.
II; Exp C; End., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 pat bottom Chord live load nonconcurrent with any other live loads.
5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3S0 tall by 2-0-0 wide
will fit between the bottom lard and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 557 lb uplift at joint 11 and 463 lb uplift
at joint 7.
7) "NAILED" indicates 3-10d (0.148'x37 or 3-12d (0.148'x3.25') toe -nails per NDS guidlines.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 316lb down and 86 Ill, up at
7-0-0, and 316 Ib down and 86 lb up at 14-10-4 on bottom Chord. The design/selection of such connection device(s) is the
responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as from (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-2=-U. 2-3=54, 3-5-54, 5.6=54, 7-11=20
WARMNO-Vbft&$IV pnamsesrs and WAD NOTES ON TM AND INCLUDED QFEX REFERENCE PAGE 419-MYS rev. 100N efa BEFORE USE
Deslpn vaW for use any wMr MRekm connectors. This design Is based only upon paroraters shown. and Is for an brdivldual buW9 conVonard. not
a buss system. Before use, On bubdbq daagrar must varty on appaca ft of design parameters and property Inmrporsls this design Into the overall
buildling desip. t y and pa bracingfrroto of
e Vie.only.F WOWdBIsshowostWonal"w4dfor r general idance he
fa0dnfbn. store". dellmy, erection ant bm*q of busses and truss systems, sea ANSLTM Qua ft Craarls, D3B-ea BC8811 Building Component
an" Information avawbM born Truss Plate imtfute. 210 N Lee Street Subs 31Z AlmMts. VA 22314. OW Perke East Blvd.
Temp". FL 38810
Truss Type Oy Py Holy HomesT1385rTrussHipGirder11
Tibbetts Lumber Co, Oceta,FL. 8.200 s Nov 30 2017 MITek Industries, Ina Fri Jan 512:59:12 2018 Pape 2
ID:MDsTsw)1 HvpzPMepGepbVluTeR-MCxGAvI W DY_j)yOsROrOyX2GoDVPa)pOChZkyOvz
LOAD CASE(S) Standard
Concentrated Loads (Ib)
Vert: 3=113(8) 5=113(8)10=316(8) 9=54(B) 4 =113(8) 8=316(8) 12=113(B) 13=113(B) 16=54(8) 17=54(8)
AWAMI NG - vast dsslmr FaramIrews MW AFAO NOTES ON TITS AND INCLUDED MyMX REFEF"W PAGE NIP-7473 rev IOW Ms BEFORE USE.
Design vdd for use only with MReM oonneetore. This deelpn Is based only upon parameters shown, and Is for an In0Mduel bulldlap c I ; o - . rAl is' a Wee system. BSlors use. On butdbtp dealgmr mutt verify Un ap*BWy of deeps parameters and property Inoorporate this desip Into the overaa
bulldlap t3rac1 9 Indtated la to prevent buCM p of IndMdual Wes web andfor chord members only. Additional temporary and permanent braoinp
red MiTek' Mdsso. Is asys for WbI01y and to prevent Collapse with possible personal Injury and property demape. For general guldame rsgarobp ill
febrIcallon, stomp. dogvery, erection and bracing of trusses, and Wes Irritants, sea ANSVrPM Gwllry criteria, DS"9 and BCan BulldbV Compoaent
Sally Informadon available from Toss Plale Institute, 218 N. Lee SUsal, Sucre 31Z AbrrerMda, VA 22314
6904 Peft East Blvd.
Tampa, FL 36610
Job Truss Truss Type pry Ply Holy Homes
T12886972I803385BOZHip11
Job Reference foigonall
Tibbetts Lumber Co. Ocala,FL. 8.200 a Nov 30 2017 MiTek Industries. Inc. Fri Jan 512:59:13 2018
5--0 3-11-0 5-4-0 3$1
4x9 =
4x1 =
Some a 1:39.3
1
axe II 30 = 30 = Sxe = 30 = 2x4 II
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
SCOL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017/TPI2014
CS1.
TC 0.32
SC 0.35
WB 0.25
Matrix -MS
DEFL- in (roc) Vdefl Ud
Ved(LL) -0.04 11 >999 360
Ved(CT) -0.09 11-12 >999 240
Horz(CT) 0.03 8 n/a n/a
Wind(LL) 0.04 11 >999 240
PLATES GRIP
MT20 2441190
Weight: 123 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 54)-13 oc pudins,
BOT CHORD 20 SP No.2 except end verticals.
WEBS 20 SP N0.2 BOT CHORD Rigid ceiling directly applied or 8-4-14 oc bracing.
MiTek reoommends that Stabilizers and required cross bracing
be installed during truss erection, in ; ... ance with Stabilizer
REACTIONS. (Ib/size) 13=892/0-7.8, 8=79710-7-8
Installation guide.
Max Hon: 13=117(LC 11)
Max Uplift 13=315(LC 12), 8=221(LC 12)
FORCES. Qb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=1163/506, 3.4=1153/536, 4-5=1053/538, 5-6=1159/523, 6-7=1184/502,
2-13=860/475, 7-8=763/350
BOT CHORD 11-12==49411078, 10.11=43511052, 9.10- 455/1103
WEBS 2.12=-449/1121, 7-9---442/1111
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Va3d=108mph; TCDL=4.2pst,, BCDL=6.Opsf; h=15n; 8=45ft; L=24fl; save=4fl; Cat.
It: Exp C: End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1$0 to 1-6-0, Intedor(1)180 to 9-00. Exterior(2) 9-0-0 to
12-11-0, Interior(l) 17-1-15 to 21-9-4 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members
and forces d MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pondng.
4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
5) • This truss has been designed for a five load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tell by 2-0-0 wide
will fir between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 315 lb uplift at joint 13 and 221 lb uplift
at joint 8.
QWARNWG - wel'reksmpn PoanraI and READ NOTES ON DM ANDWCLWW WTFX REFERENCE PAGEMP.74f7 nv. Iae2QMa BEFORE 1l6L
Deslpn vaW ror use ohiy wbh Mrr*W *W 4dM This dsdp Is baud a* upon puonetas shown, and Is for an UWWWW buarinp am pener4 not In' s buss system. Before use, the buN t9 dog" muq veft the app AbW of dedpn parameters and pap 4 Ircorponso this dglgn Irdo tho OWra9
plays, °' °
nd"° MiTek' Is always pow 9 9`Ad—
famcstlon, storspe. detwory, woom and braobmp of busses and buss systems. see ANti1r1P11 Ousiay CdWb, D3849 and BCSI Buadinp Componnd 6904 Parke 6q BWd.
Bally trdorma ton avallabre From Truss Plate Inst WU. 219 N. Lee Sbost, Suse 312. Alexandria. VA 22314. Tampa, Ft. 30810
Job Truss Thus Type Oy Holy HomesPly
T12886973
603385 803 Common 1 1Job Reference (ootionall
Tibbetts Lumber Cc, OCBIa,FL. 8.200 s Nov 30 2017 MiTek Industries, Inc. Fri Jan 512:59:14 2018 Page 1
ID:MDsTsw)1HvgzPMcpGagbVtrzTCR-bESZMyC9g8GGEIZKXHUUwe1 WL3We¢Oo0H101oe2zyOwc
10-11-8 } 18-2-15
1$O 3 1 737 737 3$1
Sub a 1:39.4
09 =
36 11 30 = 5x8 = 3x4 =
1 34)-1 + 1b11A 1&2-1s 21-11-0
3A-1 737
I i
737 3-1
Plate Offsets (X.Y1— 19:0-4-0.0.3-0I
LOADING (p31) SPACING- 2-M CSI. DEFL in poc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.00 8-9 >999 360 MT20 2441190
TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.14 8-9 >999 240
SCLL 0.0 Rep Stress Inv YES WS 0.30 Horz(CT) 0.03 7 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.05 8-9 >999 240 Weight: 116 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3.1 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
REACTIONS. (Ib/size) 11=892/0-7-8, 7=797/0.7-8
Installation guMe-
Max Horz 11=128(LC 11)
Max Uplift 11=315(LC 12), 7=221(LC 12)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=12061446, 3.4=1087/421, 4-5=1087/435, 5.6=1221/456, 2-11=866/445,
6.7=770019
BOT CHORD 9-10=-436/1129, 8-9=434/1153
WEBS 4-9=0/382, 5-9=297/143, 3-9=274/131, 2-10=415/l208, 6-8= 424/1187
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vesd=108mph; TCDL=4.2pst; BCDL=S.Opsf; h=15ft; B=4511; L=24ft; eavem4ft; Cat.
II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-0 to 1.6.0, Interior(1)1-6-0 to 10-11-8. Extedor(2) 10.11-8
to 13.11.8 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces IL MWFRS for
reactions shown: Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psi bottom Chord live load nonconcurrerd with any other live loads.
4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom lord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 315 lb uplift at joint 11 and 221 lb uplift
at joint 7.
O WARNINO -V&W Atlas pnemhrs -W READ NOTES ON TW AND INCLUDED YTEN REFERENCE PAGE 4LL7473 rev. faea?efa BEFORE USE
Detlgn vaN for uae only ant alrreus c*n W Thb Aalpn Is band" upon paronelan Wow and b for an hWM" 1 hft canpawrL not
e boat tyttan. Baton ute, 0a brddbg dmVw mug venfy Ne appkabRy of dads* paramalwa and propany brmrpaus 1Ne dads* bb V* cvaraa
buftW aetlpn ar.rJno bldkalW b to ptsvant twrJdbq m melvau.I wM r+ee.nwor Ndd menlb.rs only. Ad011bnd temporary ant m•rmannd bndnp MiTek' Is Mweya requbad for ale and to prenM msapte w1M poafab pand 61Jmy andpommy damage. For geim guidance regar" sa
f wcawn, storage, delivery. crocus and wec" of tlbetse and v M systems, tee ANBVMI Quality Cntana, 08849 and 8= BulWbq Component
Bally In%nnedon evaRaft from Tn= Plee Ingkun, 218 N. Lee Sbest Sub 31Z Abtandna, VA 22314.
Fag Blvd. 6904 Pane EM
Tampa. FL 36810
Job Truss Truss Type Oty Holy Homesly
T12886974
603355 CJ1 Comer Jack 8 1Job R
Tibbetts Lumber Co, Olx la,FL. 8.200 It Nov 30 2017 MITek Industries, Inc FA Jan 512:59:15 2018 Pape 1
ID:MDaTswjlHvpzPMcpGepbVttzTdt400LaIDobR07mSYX577)Tr2BvT78iv)9V OLAUryOvw
1$O 1-0-0
18-0 1 •0
SmIe • 1.11.3
aw
t-0.D
t-0•o
I
LOADING (psf) SPACING- 2.0.0 CSI. DEFL in loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.00 5 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 5 >999 240
BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
SCDL 10.0 Code FBC2017/TPI2014 Malrix-MR Weight: 7 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 14.0 oc purlins,
BOT CHORD W SP No.2 except end verticals.
WEBS 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 5=207/0-3$, 3=-48IMechanical, 4=-Wechenical
Max Horz 5=82(LC 12)
Max Uplift 6=118(LC 8). 3=-48(LC 1). 4=21(1_C 12)
Max Grav 5=207(LC 1). 3-36(LC 8). 4-21(LC 10)
FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-5=182/261
NOTES-
1) Wind: ASCE 7-10; VUN=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=6.Opst h=15ft: B=45ft; L=24111; eavem4ft: Cal.
II; Exp C: End., GCpi=0.18: MWFRS (directional) and C-C Extefior(2) zone; cantilever left and right exposed: end vertical left and
right exposed;C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 118 lb uplift at joint 5, 48 lb uplift at joint
3 and 21 lb uplift at joint 4.
0 WARMNO - cob Asltin psramshrs sect READ NOTES ON TMS AND INCLUDED WFEK REFERMCE PAGE 111111,7473 mv. 106V Ns BEFORE USE
Design v0d %r use only with Mnskills connectors. This deYpn Is based only upon parameters shorn. and b for an Individual WON = gxme . not a
thus syslern. Bstws use. the buitditng designer must verly the appdnWay of design parameters and props ly Incorporate this design Into On overall temporary
aroperm m.arw designIs0NWINY0 InjuryyaiW I0 Welk' rvens.nal
rs
A*W fotto IN eo ftssewiwith Propertydamagbooe. I g.n.ru cote. rsgs M 01bAntbn, etoraps, delh,
ry. erection and Waft of trusses and truss systems. see ANSWP11 quality Creerls, D3849 and BC8I Building Component gaMy Information oval"
horn Taus Plate Institute. 21e N. Lee SOW. Suite 31Z Alexandria. VA 22d14• 8904 Pace Fast
Blvd. Tampa, FL 311810
Job Truss Truss Type Oy Ply Holy Homes
T12886975
603385 CJ1A Corner Jack 2 1
Job Reference (optionall
Tibbetts Lumber Co, Oeala,FL.
1-"
xe
8.200 s Nov 30 2017 MiTek Industries. Inc. FA Jan 5 12:59:15 2018
Scab a 1.11.3
1-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL in loc) Udeft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.00 5 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 5 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Weight: 7 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1.0.0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 5-207/0-3-8, 3=-48/Medmicd, 4=-81Mechenical
Max Horz 5=82(LC 12)
Max Uplift 5z118(LC 8), 3--48(LC 1), 4=21(1-C 12)
Max Grev 5=207(LC 1), 3=36(LC 8), 4L21(LC 10)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-5=182J261
NOTES-
1) Wind: ASCE 7-10; Vint=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=6.Opsf; h=15ft; 13--45ft; L=24ft; eave=4ft; Cat.
11; Exp C: End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left and
right exposed;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrerd with any other live loads.
3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girders) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 118 lb uplift at joint S. 48 lb uplift at joint
3 and 21 lb uplift at joint 4.
0 WARaaNO -Wray Payers erW READ NOTES ON TM AND INCLUDED aerElt REFERENCE PAGE IIW7477 rev. 10e3ROfa BEFORE USE.
Dasipn vald for use 0* with MFr$W aorsrsriors This design Is based ally upon paramabn shown. anti is for an brdlvldual build" wmponsb. not
a truss "Stem. Before use, the hodbrp deslow maA verify the ap"cauft of deslpn parameters and prop" Irumrporale this deslpn trdo the overall
txdldkq deslpn. BrarbV Indicated is to proem b ciding of lndMdual truss web s Wa chore members only AddkbrW temporary and psi narks,d bracing MiTek' b always rsprdand rsdforUMMyatoprovers collapse with possible personal "ant pope, V damepe. For genersl gulden regardh0 tM bblotbn. gaepe.
delay, OrefD m ant tracing of trustee and teas systoms, eee ANSVI M Ouatlly Crlterb, 038.69 and 8C8i Building Component 604 Parke East BNd aaMy bdormadon
available from Truss Plate InstWte, 218 N. Lee S&oK Suite 31Z Alexandria. VA 22314. Tampa, FL 36610
Job Truss Truss Type Qh PlyHoly Homes1 T12886976
603385 CJ3 Corner Jack 8 1
job Reference (optionall
nbbM Lumber Co, OCOWFL. 8.200 s Nov 30 2017 MiTek Industries, Inc, FA Jan 512:59:16 2018 Page 1
ID:MD3Tswj1 HvgzPMcpGagbVtzzTdt-Ycyn"hGk_Tc6jfiVWMMRMMrJkeAviwryOvv
1$0 3-0-0
1$0 3.0-0
uA
Stake a 1:14 8
3 d
LOADING (psf) SPACING- 2-0-0 CSI. DEFL in loc) Udell Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.00 4-5 999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) 0.01 4-5 999 240
BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.01 3 Na nla
BCDL 10.0 Code FSC20171TPI2014 Matrix -MR Wind(LL) 0.01 4-5 999 240 Weight: 13 lb 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
REACTIONS. (Ibtsae) 5=218/0-3-8, 3=541Mechanical, 4=23/Medlanical
Max Horz 5=109(LC 12)
Max Uplift 5 =107(LC 12), 3=43(LC 12)
Max Grev 5=218(LC 1). 3=54(LC 1), 4=51(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 260 (lb) or less except when shown.
Structural wood sheathing directly applied or 3-" oc purling,
except end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vint=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=6.W, h=15ft; B=45111; L=24ft; eave=4ft: Cat.
II; Exp C; End.. GCpi=0.18: MWFRS (directional) and C-C Extedor(2) -1.&0 to 1.6-0, Interior(l) 1-6-0 to 2-114 zone; cantilever left
and right exposed : end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 34-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girders) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 5 and 43 lb uplift at
joint 3.
WANOO- VWW dash pieranrs I VW READ MOTS ON TICS AND rNCLUOM AIrER DICE PAGE M74TS rev. 101MVIe BEFORE USE
Daalpn vald for un any WN ssiTOW connectors This design Is based onti upon paramelas shown. and le for an IndMdual building component. not
e 0 u system Bafae use. to bu" dssigner must wily iM applubiy of design parameter and popery bnwrpond Vda deco boo tit overal
buildup design. Bracing indicated le to preverd bucidup or Indh ldual trussss web andror chord members, only. Additionaltemporary and perrnamud bradng MiTek' balerayaraqube0bratabBlyantldpwerdcolYpualtkposselepersonalInlwyantpoperydamage. For general rAdanceregarding tit fabrication. storage.
delivery. 9 scft and bracing of busses and truss systems. ua ANSiRgt Quality Cnneela, D3849 and BC81 Building Competent 69N Parke Fast Bind SaAy unronnadon
avaWDle from Truss Pigs ImMude. 218 N. Lee SUM, Sul* 312, Alexandria, VA 22314, Tamps, FL 36810
Job Truss Truss Type Oly Ply Holly Homes
T72886977
603385 CJ3A Comer Jack 2 1job Reference (optional)
Tibbetts Lumber Co. Olate.FL. 8.200 s Nov 30 2017 MTek Industries. Inc. Fri Jon 512:59:16 2018 Page 1
ID:MDsTswjlHvg2PMcpGegbVbzTcR-YejneDOW Te6j6Wy736MnJxRMzJkeANwryOvv
1-041 3-0-0
1$-0 3-0-0
Scale - 1:14.6
3-0-0
LOADING (psf) SPACING- 2-0.0 CS1. DEFL in loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.00 4-5 999 360 MT20 244I190
TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) 0.01 4-5 999 240
BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.01 3 n/a nla
BCDL 10.0 Code FBC20171TPI2014 Matrix -MR Wind(LL) 0.01 4-5 999 240 Weight: 13Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 20 SP No.2 BOT CHORD
REACTIONS. (lb/size) 5=21810-3-8, 3=54Mlechaniral, 4=23IMechanieW
Max Horz 5=109(LC 12)
Max Uplift 5=107(LC 12), 3=43(LC 12)
Mart Gra , 5-218(LC 1). 3=54(LC 1). 4=51(LC 3)
FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown.
Structural wood sheathing directly applied or 3.0.0 oc pudins,
except end verticals.
Rigid ceiling directly applied or 1040 oc bracing.
LIMiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
nstallation guide.
NOTES-
1) Wind: ASCE 7-10; Vint=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst: BCDL=6.OW, h=15ft; B--45ft; L=2411; eavez4ft: Cat.
II; Exp C; End., GCp1=0.18; MWFRS (directional) and C-C Exterior(2) -141.0 to 1.6.0, IMerior(1)1-6-0 to 2-11-4 zone: cantilever left
and right exposed : end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconeurrent with any other live loads.
3) • This truss has been designed for a live load of 20.Opsf on the botlom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide
will fit between the bottom c W and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 5 and 43lb uplift at
joint 3.
O WARM/0 -Wft design perams I OW READ NOTES ON TWS AND INCLUDED AFTEK REFERENCE PAGE M96703 nev. /0,1034101e BEFORE USE
Design vaad Tor use ordy with Wads connedae. This design Is band" upon parameters show and b for an indWidual bulpirp coi Mom not
a truss sysrern. Betas use. tM WBdbng designer must verify the appEeabllay, of design parameters and properly Inomporats tMs design Into the Owall
a Br> Irndlcalsdb to wavans Wdd of IndMantra chord Wuwebalardnatobersonly. AddMon l temporary and pemmuad bracing m MOWrerivIred la„7 rofxowm canvas with possible "re" Injury and popery derails. For general guldmce regardingthe fabrication, storage. delhary, erection
and bracing of busses, and truss systems. ses ANSVTRI Quality CAhAs. DSB49 and BCV Building Component Sally IMonnaaen avabaDM eom
Truss Plate Insets. 218 N. Lee Stress. Sucre 312. Alaxer his. VA 22314. am Parke East Blvd.
Tampa. FL 36610
Job Truss Truss Type OtY PlyHoly Homes
T12886978
603385 CJ5 Comer Jack 8 1
Job R 0
Tibbetts Lumber Cc, OcsIa,FL. 8.200 a Nov 30 2017 MFTek Industries. Inc. Fri Jan 5 12:59:17 2018 Page I
ID:MDsTsw)1 Hvg7.PMcpGagbVtizTcR-0pY5_E273fr5mhvDP 1 BYGfTDHbLWSzivSENzyOw
I 160 I 540 I
1$0 Soo
394 =
Scale - 1:19.7
LOADING (psf) SPACING- 2-0.0 CSI. DEFL in loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.02 4-5 999 360 MT20 2441190
TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) 0.05 4-5 999 240
BCLL 0.0 Rep Stress Ina YES WB 0.00 Hwz(CT) 0.06 3 nla Na
BCDL 10.0 Code FBC20171TPI2014 Matrix -MR Wind(LL) 0.04 4-5 999 240 Weight: 19 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD
SOT CHORD 20 SP No.2
WEBS 20 SP No.2 BOT CHORD
REACTIONS. (Iblsize) 5=28110.3-8, 3=112IMechanical, 4=501Mechanical
Max Hog 5=136(LC 12)
Max Uplift 5=119(LC 12), 3-60(LC 12)
Max Grav 5=281(LC 1), 3=112(LC 1), 4=89(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5 =2361281
Structural wood sheathing directly applied or 5-0-0 oc purling,
except end verticals.
Rigid ceiling directly applied or 10-0.0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabiliser
Installation guide.
NOTES-
1) Wind: ASCE 7-10: Vuft=140mph (3-second gust) Vesd=108mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=4511; L=24ft; eave=411; CaL
11; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-&0 to 1.6-0, Interior(1) 1.6-0 to 4-11-4 zone: cantilever left
and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide
will fit between the bottom chard and any other members.
4) Refer to girder(e) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 119 lb uplift at joint 5 and 80lb uplift at
joint 3.
0 WARNaNT - VOW deslgrr peranreeers and READ NOTES ON TW AND INCLUDED WMX REFFRO CE PAGE a1¢7473 rev. 1093=15 BEFORE USE
Desipn vaitd for use omy w1Ur MReW connectors This doWp is based oMy upon pammpsn Yawn, and 4 for an IntlNqual twWing canpoMM. not
porate trot hsgn Imo Ure ovsraitatraps "Won. BeAve use, Ina bupdblg ft$IW r mot verity the epglabllity of deslgn paranWers and properly IncordedgngracinghdkaWIstopraverdbucklingofr.a^gerson.,ln,„. For MiTek' fbr SLOWro with P=01* P. p e. gwe rsl guldt ,e Wbrgg the
taMkallon, atms9 . delivery. emothn and brednp of trusses and Was systems. see ANSVrPM Quality Criteria. DS049 and BCSI Building Component 6904 Parke East Blvd
sandy Womurtion avaWbls from Truss Plate Institute, 218 N. Lee SOW. Suite 31Z Alexandria. VA 22314. Tamps, FL 3W10
Job Truss Truss Type Oty Ply Holy Homes
T12888978
603385 CJSA Corner Jack 1 1
Job R
MOM Lumber Go, OW18,FL. 8.200 s Nov 30 2017 MiTek Industries, Inc. Fri Jan 512:59:18 2018 Page 1
ID:MDsTsw)1 HvgzPMcpGagbVlzzTcR-U98TCKFguMnovG6m7Y05UBwWvGTeCyf?npayON
5-0-0
t $Q 5-0.0
3A =
Scale a 1:18.7
I 5.0.0
5-0D i
LOADING (psf)
TCLL 20.0
SPACING- 2.0.0
Plate Grip DOL 1.25
CSI.
TC 0.41
DEFL in
Vert(LL) -0.02
roc) Well Ud
4-5 >999 300
PLATES GRIP
MT20 2441190
TCDL 7.0 Lumber DOL 1.25 SC 0.35 Vert(CT) -0.05 4-5 >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.06 3 nla nle
BCDL 10.0 Code FBC2017/rP12014 Matrix -MR Wind(LL) 0.04 4-5 >999 240 Weight: 19 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verficels.
WEBS 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
MTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation nuide.
REACTIONS. (Ib/slze) 5=281/0-3-8, 3=112/Mechanieel, 4=50/0-2-10
Max Horz 5=136(LC 12)
Max Uplift 5=119(LC 12), 3=80(LC 12)
Max Grav 5=281(LC 1), 3=112(LC 1), 4=88(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=2361281
NOTES-
1) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf: h=15ft; 8=45ft; L=24ft; eave=oft; Cat.
11; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-0 to 1-6-0, Interior(l) 180 to 4-11-4 zone; cantilever left
and right exposed; and vertical left and right exposed;C-C for members and forces 6 MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads.
3) • This truss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 380 tall by 2-0-0 wide
will fit between the bottom cord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 119 lb uplift at joint 5 and 80 lb uplift at
joint 3.
AWARNONO - htirsy d I to paranafara and READ NOTES ON THIS AND INCLUDED MEN REFERENCE PAGE MR-7473 rev. 1e02"0 BEFORE USE
0001P valid for use dndy with MITOW Conn tors. This dalpn is based only upon Wu aten shown, and Is for an WMduah bu MWV component. not
a truss sysfarn. Before use. Ure buk*q deWWW mull vMly the appDOW4 of Walpn parameters and properly I rMponta Uta oealpn Into the overa l
to possible°aalonly.
Addhwau and °r.an° WOW WOWrequired6010612dutldaricerpeedhVtheMandpowsolydamage. troy a m0+p
arrutb , . holm Truax Plata l an»thRa, 21E Sus gyRejj2, Alexandria. 7i1rj fMy CAtsAa. 03049 and SCSI Building Component 6904 parke East elvd.
Tampa. FL 35610
Job Truss Truss Type city Ply Holy Homes
T12886980
603385 CJ58 Jack -Open Supported Gable 1 1
Td)betta Lumber Co, 0tele.FL. 8.200 s Nov 30 2017 MiTak Industries, Inc Fri Jan 512:59:18 2018 Page 1
ID:MDsTswj 1 HvgzPMcpGegbVlzzTdbU76TCKFguMmivG6mTYO5UBbOhWvGTcCyRnpzyOvl
5.0-0 i
18-0 5-0-0
5u5 II
Stele a 1.10.7
s.o-o
LOADING (psf) SPACING- 2-" CSI. DEFL in poc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.02 4-6 >999 360 MT20 2441190
TCDL 7.0 Lumber DOL 1.25 SC 0.45 Vert(CT) -0.05 4-5 >999 240
BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.08 3 n/a nla
BCDL 10.0 Code FBC2017lrP12014 Matrix-R Wlnd(LL) 0.05 4-5 >999 240 Weight: 19 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing.
MiTek recommends that Stabilizem and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib size) 5-281/5-", 3=112/Mechanieal, 4=50/Mechanical
Max Horz 5-136(LC 12)
Max Uplift 5=119(LC 12), 3=80(LC 12)
Max Grev 5=281(LC 1), 3=112(LC 1). 4=89(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 pb) or less except when shown.
TOP CHORD 2-5=236(479
NOTES-
1) Wind: ASCE 7-10; Vult=140mph (3seoond gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.0psi; h=15ft; B=45ft; L=24ft: eave=211; CaL
It; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1." to 1.6-0, Exterior(2)1-6-0 to 4-11.4 zone: cantilever left
and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psi bottom chord five load nonconcurrerd with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2440 wide
will fit between the bottom chord and any other members.
4) Refer to girders) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 119 lb uplift at joint 5 and 60lb uplift at
joint 3.
0 WARNING - ftW1 Aarpr P.ranrr n &WREAD NOTE$ ON TNIS AND INCLUDED MIEN REFERENCE PAGE 11-7472 rev. 161M21201e BEFORE USE
Design vol d tar use only with, MiTeM aoruw fors. This design Is based only upon anmgsrs Mown, snd Is nor an Indivlduel bulklIng canponoK not
a boas "Osm. Belle more, the h4dbng Malgwr must verily the y or dMgn perameten and propany Incorporate this design Into Ill overeB
Uullabnp design BISCing WIC1111ed Is to WWeM t1uCJ* g of IMNqual buss web andror Chad mawera Only. Additbnal temporary ant pp rmord bracing MiTek' Is always raqubsd ler stabBy and to prmwrd roltaim with possible personal bqury and property damape. For gensral guldence regMirig Ill
hDAratlorn. Amapa. deitvery, srasbn and twWnp o1 trusses and truss systems. sore ANWMI Quality CrOwls, DS049 and BCSI Building Component 6904 perks Eat Bled.
Sally Intonnedon available from Truss Plate Institute, 218 N. Lee SUM, Suite 31Z Abssndds, VA 22314, Temps, FL 36610
Job Type py Ply Holy HomesTEJ7" 1TnW T12886981
803385 Jado-Open 14 1 ReferenceIjob
ribbetls lumber Co, OCeIB,FL. 8.2W s Nov 30 2017 MiTek Industries, Inc. Fri Jan 512:59:19 2018 Page 1
I D:MDsTswjt HvgzPMcpGagbVtzzTCR-yBgsPgGlegvYK3AKg3fdhkWEJebl000ZJFzyOvs
7-"
1$-0 7-0-0
Scab-1:22.3
i 7-0.0
7-0-0
i
LOADING (psi)
TCLL 20.0
SPACING- 2-0-0
Plate Grip DOL 1.25
CSI.
TC 0.80
DEFL in
Vert(LL) -0.11
be) Well Ud
4-5 >769 360
PLATES GRIP
MT20 2441190
TCDL 7.0 Lumber DOL 1.25 BC 0.54 Veri(CT) -0.22 4-5 >364 240
SCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.15 3 We We
BCDL 10.0 Code FBC2017/rP12014 Matrix -MR Wind(LL) 0.09 4.5 >877 240 Weight: 25 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc putting,
BOT CHORD 2x4 SP No.2 except end verticals
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 5=351/0.7-0, 3=167/MachaniCal, 4=741MOChanical
Max Holz 5=164(LC 12)
Max Uplift 5=133(LC 12). 3=119(LC 12)
Max Grev 5=351(LC 1), 3=167(LC 1). 4=129(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-5=289/305
NOTES-
1) Wind: ASCE 7-10; VUft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; 8=45ft; L=24ft; eave=oft; Cart.
If: Exp C: End., GCpi=0.18; MWFRS (directional) and C-C Exterfor(2) -1-6-0 to 1-". Interior(1) 1-" to 6-114 zone; cantilever left
and right exposed; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown: Lumber
DOL-1.60 plate grip DOL-1.60
2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads.
3) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical cennection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 5 and 119 lb uplift at
joint 3.
0 WAMMO - WWY dullir paaneraa and READ NOTES ON DO AND INCLUDED AMK REFERENCE PAGE AW7472 rev. 10e2aon BEFORE USE
Design wNh b nTstU upon parametem ODr anIividtial ibuildingNMyefrllnpr natrusssstrnnBeforel0buildingW* ap y or design parerneeal prop jty ncpon, s boo the overall
Wltllnp design Bracing brd16ae0Is to prevent budding of Indhol" om web aldror chord mernbers ony. Additional tanporary and permanent bred" WOWalweysMTArsdforstabilityandtopatcoft- with poatlbh personal NNry amgeneral d propertydamage. For guldarce regarding ors hbrkallon. storage.
de0very. er-gbn and bracing of bums and tnns systems. ace ANstRP11 Oualay Criteria, DW49 and BCsI Building Component ashy hrformaloo
avaWble hen Tn= Pits Inst1Ms, 218 N. Lee Street. Sube 31Z Alexandria, VA 22314. e904 Pert East 04. Tamps, FL
36810
Job Truss Type Oy Ply Holy HomesFEruss T12886982
603385 Jack -Open 5 1job Reference (ontonal)
Tibbetts Lumber Go, Oc ala.FL. 8.200 a Nov 30 2017 MTek Industries, Inc. Fri Jan 5 12:59:19 2018 Page 1
ID:MDsTeMl HvgrPMc pGegbVlaTcR-yBgsPgGleg W K3AKg3kDdulg4KOeig000ZJFzyOva
1$-0 7-0-0
1$0 7-0-0
Scale -1:22 3
2x1 I I 30 =
I Zt1212
Plate Offsets fX.YI— 12:0-2-0.0-1-121
LOADING (PSI) SPACING- 2.0.0 CSI. DEFL in loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1,25 TC 0.53 Vert(LL) -0.01 5.6 >999 360 MT20 2441190
TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.03 5-6 >999 240
BCLL 0.0 ' Rep Stress Iner YES WB 0.13 Horz(CT) -0.01 3 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.00 6 >999 240 Weight 32 lb FT - 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oC putting.
BOT CHORD 20 SP N0.2 except end verticals.
WEBS 2x4 SP N0.2 BOT CHORD Rigid ceiling directly applied or 9.0-12 oc bracing.
MTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
REACTIONS. (lb/sIze) 6=314/043.8, 3=145IMechardcal, 4=1/Mechartic W, 5=133I0-7-8
installation guide -
Max Horz 6-164(LC 12)
Max Uplift 6=135(LC 12), 3=-100(LC 12), 4=4(LC 3)
Max Grev 6=314(LC 1), 3=145(LC 1), 5=203(LC 3)
FORCES. (lb) - Max. Comp.IMax. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2.6=267/274
BOT CHORD 5-6=-422/271
WEBS 2-5=277/432
NOTES-
1) Wind: ASCE 7-10: Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Op3h, h=15fl; B=45R; L-2411; eave=4R; Cat.
II; Exp C; End., GCpi=-0.18: MWFRS (directional) and C-C Exterior(2) -1$0 to 1$0. Interior(1)1-6-0 to 6.114 zone; Cantilever left
and right exposed: end vertical left and right exposed;C-C for members and forces 6 MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom Chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom Chord in all areas where a rectangle 3$0 tall by 2-0.0 wide
will fit between the bottom Chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing pate capable of withstanding 135 lb uplift at joint 6, 100 lb uplift at
joint 3 and 4 lb uplift at joint 4.
0 WAMNO - NrOy da0 pwnehre ems RFAD NOTES ON THIS AND INCLUDED e11TEN REFERENCE PAGE M74Y3 rev. fae31t A! aEFOW USE
Dalpn veld AN use ady with MITekm ca nacton. This dWgn Is based only upon parmreters alvan. and Is far an Inelvldual bulging canponent not
a bra ey"n. Befae uM. go bulderg designer must varay On ap"MMIly of design parameters and property aroorporele Ihie design Into the overall
Ordltling Walgn Br.cmg Ind"011 b to Wevent bucg6rg of IndMdual bra web WOW crord members 0* Addabrnl lemrporary and psrmanom to 0 MiTek' b ahrays required sor vWft and to prewnl co0epbb wwpossMpen rnal Injury and property damage. For general guidance ngardbrg UN fibrlullon, elorelp,
Wlvery, erection and bond of tnaaes and trua "ems, as ANSVrPN Quality Criteria. 0,3849 and SCSI Building Component 69e1 Parke Ear Blvd. Bally Infonnaaen
evatlabla from Tnns Plate Insibute, 218 N. W Street, Suite 31Z Alexandria, VA 22314 Tamps, FL 30610
Job Truss Truss Type Oty Ply Hotly Homes
1 T12886983
603385 HJ7 Diagonal Hip Girder 4 1
Job Reference foptionall
ribbe0s Lumber Co, OcSIa,FL. 8.200 s Nov 30 2017 Mrrek Industries, Inc. Fri Jan 512:59:20 2018 Page 1
ID:MD3Tsw41HvpPMcpGagbVNzTcR-OOEEd?GwP 1PyDOUuYbuAvH aubIN7NvIG86dayOvr
i -2-1-7 5-2-7 i 9.10.1
i
2-1-7 5-2-7 4-7.9
Scale a 1:22.6
20 11 NAILED NAILED NAILED
i 5.2-7
5.2-7
i 9,10.1
4-7-9
Plate Offsets (x.Y)— f2:04 4.0.1-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL in hoc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.03 6-7 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 SC 0.45 Vert(CT) -0.07 6-7 >999 240
BCLL 0.0 Rep Stress Ina NO WB 0.23 Horz(CT) -0.00 4 nla Na
BCOL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.02 6-7 >999 240 Weigh: 51 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 20 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MTek recommends that Stabilizers and required aces bracing
be installed during truss erection, in accordance with Stabilizer
REACTIONS. (lbfsize) 8=468/0.4.9, 4=124/Madonical, 5=291IMeeharllcal
Installation guide -
Max Hors 8=163(LC 8)
Max Uplift 8=310(LC 8). 4=83(LC 8), 5=77(LC 8)
Max Grev 8=484(LC 30), 4-124(LC 1), 5=291(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-8=436/299, 2-3=526/161
BOT CHORD 6-7=-21SM94
WEBS 2-7=1271642.3-0=561/247
NOTES-
1) Wind: ASCE 7-10; Vuk=140mph (3-second gust) VaW=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=15fl; 8=45fl; L=24fl; eave=4ll: Cat.
II; Exp C; End., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
2) This tress has been designed for a 10.0 psf bottom chord live load nonconeurrent with any other live loads.
3) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-060 wide
will fit between the bottom chord and any other members
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 310 lb uplift at joint 8, 83 lb uplift at joint
4 and 77 lb uplift at joint 5.
6)'NAILED• indicates 3-10d (0.148•4") or 2-12d (0.148*f3.25) toe -nails per NDS guldlines.
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASES) Standard
1) Dead a Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-2-54, 2.4=54, "- 20
Concentrated Loads (lb)
Vert: 9-4(F=32, B=32) 11-71(F=36, B =36)13=3(F=1, Bel) 14=44(F=22, 8=22)
Q WARNING • WVI dea grr Plmmt rS errd READ ND7ES ON MIS AND INCUMED MMK REFERENCE PAGE MW7471 rev. 14 W 2015 BEFORE usE e
Design vaud for use any wbh MIreW canna tore This dagn Is based ordy upon paronsters chow., and Is for an Individual lwmmg componw not
a buss System 9s1a. use, the b Ading dMWW muss v** the aPOWNby of deep parameters and popery a1e bids desip bdo the overall
tgbwblddesign. 1lraebq Indicated Is toWe"M br icsIN or Whlduar truss web arWor chord acme; only. AddkbW twnporay and p.manerd bradng MOW alwaysreowredfordabmandleewithpobyapreventcollapse, aaNs per.om.b Injury and propertymag damage. For generalgubdame mgodsq on fabrluuon. ssor.ga.
daYmy. erection and bracbV of busses old buss systems, we AXW M1 quality cra.na, D30ae and SCSI BuWbg Cot "om Safety IMomurdon available
earn Truss Plate Intlllute, 218 N. Lea SbesL SuM 312, AkrnWrta, VA 22314 6W4 Pose East
Blvd, Tempa. FL 311810
Job Truss Truss Type Oy Ply Holy Homes
T12886984
603385 HJ7A Olagonal Hip Girder 1 1
optionall
Tibbetts Lumber Co. OCsIo.FL. 8.200 s Nov 30 2017 MiTek Industries, Inc. Fri Jan 5 12:59:212018 Page 1
ID:MDsTsM 1 HvgzPMCpGagbVtrzTdt-uencgLHYAH9GZN7gSFSTi"u776C32uw#Oar, Dvp
2.1-7 5-2-7 + 9.10.1
2-1-7 5-2-7 4.7.0
20 11 NAILED NAILED
2x4 \\
Scale - 1:22.8
4.11-0 2-2-2 2.8-14
LOADING (psf) SPACING- 2-0-0 CSI. DEFL in toc) Udeft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.02 7-8 999 360 MT20 2441190
TCDL 7.0 Lumber DOL 1.25 BC 0.20 Verl(CT) 0.04 7-8 999 240
BCLL 0.0 ' Rep Stress Ina NO WB 0.07 Horz(CT) 0.00 4 n/a n/a
BCDL 10.0 Code FBC20171TP12014 Matrix -MS Wind(LL) 0.01 7-8 999 240 Weight: 48 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP N0.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP N0.2 BOT CHORD
REACTIONS. All bearings Mechanical except (jt=length) 8=0.4-9.6=0-10-10.
Ib) - Max Hoa 8=163(LC 8)
Max Uplift All uplift 1001b or less ai joint(s) 4 except 8=272(LC 8), 6=124(LC 8)
Maur Grav All reactions 250 lbor less at joints) 4, 5 except 8=388(LC 30), 6=315(LC 28) FORCES. (
Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or teas except when shown. TOP
CHORD 2-8=328/265, 2-3-285/80 WEBS
2-7=44/326, 3-6=373/200 Structural
wood sheathing directly applied or 6.0.0 oc purtins, except
end verticals. Rigid
ceiling directly applied or 6-0-0 oc bracing. MiTsk
recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer Installation
guide. NOTES-
1)
Wind: ASCE 7-10; VuR=140mph (3-second gust) Vasil=108mph; TCDL=4.2pst BCDL=6.Opsf; h=15R; B=45ft L=24ft; eave=411; Cal II;
Exp C; End., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=
1.60 plate grip DOL=1.60 2)
This truss has been designed for a 10.0 psi bottom chord live load nonconcurfent with any other live loads. 3) '
This truss has been designed for a live load of 20.Op3f on the bottom lard in all areas where a rectangle 34-0 tall by 2-0-0 wide will
M between the bottom chord and any other members. 4)
Refer to girder(s) for truss to truss connections. 5)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joird(s) 4 except (jt=lb) 8=
272, 6=124. 6)'
NAILED' indicates 3-1Od (0.148" ") or 2-12d (0.148'x3.25') toe -nails per NDS guidlines. 7)
In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or bads (B). LOAD
CASE(S) Standard 1)
Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Irlcresse=1.25 Uniform
Loads (plQ Vert:
1-2=54, 2-4=54, "=20 Concentrated
Loads (Ib) Vert:
9=64(F=32, B=32) 11=-00(B=35) 13=3(F=1, 8=1) OWAM/
BNa - weY 'W V Oosmrssm smI READ MOTES ON Tree ANC INCLUDED WTEN R6EREMCE PAGE a UNI rot law me BEFORE USE Daatgn
veld ?muse ordy with WOO coruredors. This design Is WseO only upon parameters Awn. AIM is for an Ir Mdust hMbV am Mons ra not burs
system. Bebre use, sa IaMOV d*sttpar must vaty ties appauboly o1 d.dpn paminsters and aewM htooponde tNs dssgn Imo"overal brAtllnp
d"Ipn. 8 1 k%ftated is to prevent brW" of InOldusl truss web andW Nod members only. Addhional temporary smd permnem bm" MiTek• isalwaysrequbs0forWNNyandtopreventoolaps* with posamis pommel Iniury and propony dma ape. Forgene. guNarw repraft ills b' -, 11, .
stomps, dsevery, emctbn and bmdng of tenses and tons system, sea ANSVIW1 Cuaft Criteria, DS&N and SCSI Building Component Sally InformationavallablefromTrussPlateItkuts, 218 N. Lee street, Sul* 312, Abundria, VA 22314. 6104 Perlis East BIW. Tampa, FL
35610
Symbols
PLATE LOCATION AND ORIENTATION
sj4 Center plate on joint unless x, y
offsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and fully embed teeth.
0 -118„
For 4 x 2 orientation, locate
Plates 0- 'lid' from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
Plate location details available in MiTek 20120
software or upon request.
PLATE SIZE
The first dimension is the plate
4 x 4 width measured perpendicular
to slots. Second dimension is
the length parallel to slots.
LATERAL BRACING LOCATION
Indicated by symbol shown and/or
by text in the bracing section of the
output. Use T or I bracing
if indicated.
BEARING
Indicates location where bearings
supports) occur. Icons vary but
reaction section indicates joint
number where bearings occur.
Min size shown is for crushing only.
Industry Standards:
ANSI/TPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
Numbering System
64-8 dimensions shown in ft-in-sixteenths
Drawings not to scale)
1 2
BOTTOM CHORDS
3
A General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Additional stability bracing for truss system, e.g.
diagonal or X-bracing, Is always required. See SCSI.
2. Truss bracing must be designed by an engineer. For
wide truss spacing, Individual lateral braces themselves
may require bracing, or attemalive Tor I
p bracing should be considered.
O= 3. Never exceed the design loading shown and never
U stack materials on Inadequately braced trusses.
p4. Provide copies of this truss design to the building
I.- designer, erection supervisor, property owner and
all other Interested parties.
8 7 6 5 1 S. Cut members to bear tightly against each other.
JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERSILETTERS.
PRODUCT CODE APPROVALS
ICC-ES Reports:
ESR-1311, ESR-1352, ESR1988
ER-3907, ESR-2362, ESR-1397, ESR-3282
Trusses are designed for wind loads in the plane of the
truss unless otherwise shown.
Lumber design values are in accordance with ANSI/TPI 1
section 6.3 These truss designs rely on lumber values
established by others.
2012 MiTek® All Rights Reserved
11111110il)I)11•
W1
0
M!Tek
is
MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015
S. Place plates on each face of truss at each
Joint and embed fully. Knots and wane at joint
locations are regulated by ANSI/TPI 1.
7. Design assumes trusses will be suitably protected from
the environment in accord with ANSIMPI 1.
8. Unless otherwise noted, moisture content of lumber
shall not exceed 19% at time of fabrication.
9. Unless expressly noted, this design Is not applicable for
use with fire retardant, preservative treated, or green lumber.
10. Camber Is a non-structural consideration and is the
responsibility of truss fabricator. General practice is to
camber for dead bad deflection.
11. Plate type, ate. orientation and location dimensions
Indicated are minimum plating requirements.
12. Lumber used shall be of the spades and size, and
In all respects, equal to or better than that
tom.
13. Top chords must be sheathed or purlins provided at
spacing indicated on design.
14. Bottom chords require lateral bracing at 10 ft. spacing,
or less, 9 no ceiling Is Installed, unless otherwise noted.
15. Connections not shown are the responsibility of others
IS. Do not cut or after truss member or plate without prior
approval of an engineer.
17. Install and load vertically unless Indicated otherwise.
18. Use of green or treated lumber may pose unacceptable
environmental, health or performance risks. Consult with
project engineer before use.
19. Review all portions of this design (front, back, words
and pictures) before use. Reviewing pictures alone
is not sufficient.
20. Design assumes manufacture in accordance with
ANSI/TPI 1 Quality Criteria.
By: Dow" oat.
MI Iot ntlK .ao ao LL mou:,a
tin Y 101 MI IOer M WYr• 4 w W Y
w Yan ti Y IYI add w Y Y Yllld M Y 1 A
O'Y YY10
Vr r,l Y,ti
YYr1 I I 1.I, Iw•
REC RD COPY
D City of Sanford
Building and Fire Prevention
Product Approval Specification Form
Permit # I ib — I
Project Location Address pd.
1 8 25 ksANF:0R1'
OAR i` S
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuildino.oro.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
1. Exterior Doors
SwingingS Z
Sliding
Sectional I
Roll U
Automatic
Other
2. Windows
Single Hun
Horizontal Slider
Casement
Double Hun
Fixed
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Description(including
Florida Approval #
decimal
3. Panel Walls
Siding
Soffits X
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Rooting Products
Asphalt Shingles
Underla ments la, PFF2
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents e,D
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
S. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Sk li hts
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
B. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name
Please Print)
s (
1
June 2014
plastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
Smooth / Wood Grain / White Wood Grain
Rustic / Mahogany
Series N fiberglass Door
OUTSWING
GENERAL NOTES "IMPACT'
I • This product has been evaluated and Is In compliance with the 6th Edition (2a171 hlafda Ilulding
Code (FBC( structural requirements inctudirg the 'High Velocity Hurricane Zone' (HVHZ).
2. Product anchors shag be as Bsted and spaced as shown on details. Anchor embedment to base
material shag be beyond wag dressing or stucco.
3. When used In the'1VHT this product complies with Section 1626 of the I l rlda 8ulkft Code and
does not require an Impact resistant covering.
4. When used In areas requiring wind bane debris protection this product complies with FBC Sections
1609.1.2 3 R3012.12 and does not require an impact resistant covering.11s6 product meets missge
level'Er and trrdudes Wind Zone 4 as defiled In ASTM El996 and FBC Sections 16M.1.22 8
R301212-1.
5. For 2c stud framing construction, anchoring of lbws units shog be the some as that shown for 2(
buck masonry construction.
6. Site conditions that deviate from the detals of this drawing require further engineering analysis by
a licensed engineer or registered architect.
7. Outswing configurations meet water Infiltration requirements for'1VHr.
TABLE OF COMEMS
3725' MI
FRAME W1
1159 MAIL OVERALL FRAME WIDTH
x 37s MAX
TH OVERALL
FRAME WIDTH
l-- l.so•
I 0 X 0
10 e
o
L
OXO
a
x 0
XO
CONFIGURATION
MAX.
FRAME
DIMENSION
MAX. SIDELITE
D.L.O.
DIMENSION
DESIGN PRESSURE (PSI)
OUT3INING
POSMVE NEGATIVE
X 37.5" X 80.5" 20.5" X 62.63" 50.0 50.0
OX/XO 76.25" X 60.5" 20.r X 62.63" 1 +50.0 50.0
OXO I I5.0" X 80.5" 20.5" X 62.63" 1 +50.0 50.0
I-- nil: JK I
FL-15180. I
v—Lv1Q
SME
COMP.)
S1IlE REINFORMOOD)
IL"100D) R
INIERIOIt ® —
LOCK
BLOCK 1
20'
LONG WOOD) 1
HORIZONTAL CROSS SECIFON 2
wimwAtiaLAeFMANVACNEn
Awm • .. .. LOCE:
9001AM 9M Ewoul
MADO .
WAMW 910 (MM VALE
LOOT
VeCMLEC110M KADIMt
THCOU CIM(NUi 35JS
DOOR WIDTH
tom
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TOP RAIL COMP•)
ICOMP.) STILE
REINFORCEMENT WOOD)
FOAM
CO POLYURETHANI
1.
9 PCF MII STRUCTURAL
SIUCINE (DOW 9951 NON
STRUCTURAL SEALANT - 21.
22•MAX. FRAME
WIDTH 2DS
MAX. D.
L.O. WIDTH SM
GLASS BITE EXT.
I.
OVERALLGLA55 THK. I ff
ANNEALED GLASS D.090'
SARa*PVB INTERLAYER I
ff
ANNEALED GLASS INTERIOR 1 AIR
SPACE 1B' TEMPERED
GLASS SELFINGSPH -J \_
ALUMINUM PACER SELF DRILLING
SMS 3p TNT. I.751-
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Gl GUIMG oEiAtt CHART I;BEI (SEE DETAIL)
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WIDTH I*
STRUCTURAL
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STRUCTURAL SEALANT — E3
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TOP
RAIL COMP.) (COMP) ...
SALE
REINFORCEMENT WOOD)
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1.
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GLASS WE • Off.
II' OVERALLGLASSTFOCIff
ANNEALED GLASS O.
O O• SAF EX9PVB INU
AVER I
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SPACE 1/!
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13/LUMWU PPNJ / AM SPACER SELF
EFOICLLNGSMSJ ,,, INT. NON
STRUCTURAL SEALANT GT
cuuNc I>ErAn .. FILIEItGIAif s0.7Nx (
SEE
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VERTICAL CROSS SECTION W.
JK m c
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FL-
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6 6 7 7 6 6 7 7 6 6
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S S oI
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6 7 7 6 7 7 b
ELEVATION (XI ELEVATION NO-OX) ELEVATION (OXOI ae
R
9
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LATE 02121112
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ow. wr JK
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FL- 15180.1
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1.1lI' MPI.
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EXTERIOR
a
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9
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IS
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and 7 more equal. s—.A,,L--
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I=
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1-1!<•MIN.
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4 HORIZONTAL CROSS SECTION
5 5h../Ixsubbuck
Y HORIZONTAL CROSS SECTION
5 Shown with 2x rekstonxment
EXTERIOR
INTERIOR
EXTERIOR
NOTE 1
INTERIOR
49
3Jrl O
11 lit
3 ZU
NOW. Oil
1 C " L
S1 HORIZONTAL CROSS SECTION
5
3 HORIZONTAL CROSS SECTION
S $11. with 2x sekd,,roern 1
1.1l1'MIN.
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u: N.T.S.
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40
lcci
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20 21
7
20 21 8
8 EXTERIOR INTERIOR
EXTERIOR INTERIOR
2 VERTICAL CROSS SECTION
1 VERTICAL CROSS SECTION 6 Shown w/lx wb•bud
0I g
g
EXTERIOR INTERIOR
40
R R
29 Z
xt 88
H
ly
88
La
e •
s s
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FL-15180.1 ° 0
SHi _fL OF 10 O
3
SEE NOTE I Q)- MINA I
EXTERIOR INTERIOR
1 VERTICAL GROSS SECTION
SEE NOTE I`
EXTERIOR INFERIOR
3 VERTICAL CROSS SECTION
7
NOTE
1. Spadnp for item IC 6' from each end
and at cente* a (3 totml.
SE NOTE I
WON R INTERIOR
vVEIMCAL CROSS SECTION
EXTERIOR n INTERIOR
4 VERTICAL CROSS SECTION
ll-7
g 5
fit 11111 Pi iJ
dr
d
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TYP.I
Ty
a MASONRY TYP. HEAD
OPENING 3 JAMBS
BUCK ANCHORING
x
i
MASONRY
OPENING
2X BUCK
COWWWANCHORNOTB:
I. Concrete andw bcrodoro at the aomea nav be acpAted ro mahroh Ilse mh.
edge ddaortalahts. 2 Cancreroarce"0d:mCafbroMrodm'
MAKONCfffWmuatbeOCWWto m
i dub the mh. edge ®stance to morlaphR oddfbned aancreto archon mov
be sepured ro eroue the WA)L ON CL MWdImauton ae not eraceeded. J.
concrete anchw .. 2 ANCHOR
ANCHOR MIN. A• CLEARANCE MIN. CLEARANCE TYPE
SRE - EMBEDMENT 10 MASONRY
TO ADJACENT EDGE ANCHOR .
1/f•
1-1/ r TAKON• ELCO
1'
r ULMACON SCREW
MAALLAT10N
N0LNSTALLATION NOS 1' ddanee.
A 1'oc- soocia of 1. h6*doh a mhkwn SAT' edge ddaae. end wood screws
to prevent the sX N I g of wood. Pd (TYP-
1 E $ fs
E
r *
n
F Rid I 1 .' (
TYP•
1
4 nPd i
TYP.
HEAD
a JAMes
MASONRY 2x
REINFORCEMENT
OPENING SHOWN
FOR
REF. ONLY 2x
BUCK
O BUCK
ANCHORING
OX/XO
D TYP.
HEAD
1L JAMBS
2XRENFORCEMENT SHOWN
FOR
REF. ONLY BUCKANCHORING
Ox0
tt:
N.
T.S. L en
JK W.LFS
ww rrDa
FL-15180.
1 Q AL
or —m
I F
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MASONRY )
IXWCK
to MASONRY—/
OPENING OPETIPIG
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FRAME — 3 JAMB$ — FRAME
2X BUCK —
2x 6=
a
FRAME ANCHORING
x
T (IYP.(
r (TYP.) Fri
UL 2x BUCK
l=0 toJIxBUCK MASONRY—
TYP. ® OPENING
HEAD ANO
JAMBS FRAME
i3
rn 1 2X6UCK_
mill
Hm
c0 cmANaroewm
1. Conosa amda -1 oRom of Ra comers nW be woad a maMah then t
edge d Race to mwkrj lUt
2 Conooa aKfrw '- m ', - noted cs WAX. ON CWWMNtd be «Bated a
mairfaFr the mit edge dmenoe to mortaJaMs• ad ifbndeanoea arda
moY be rouried to *ware fhe %" ON CPMWcRnadon ae not aiaceeded.
S cormte0,1ctr W"
ANCHOR ANCHOR MIN. MIN. CLEARANCE EAMIN. CLRANCE
n,IE SITE lA1BWMENT ro MASONRY ro AIUACENr EDGE
ANCHOR IIW •
1/
e 1.1/tr r TAfCOMElco
I/
r 1•1/c t• UITRACON
aw
1/
1P 1.1/c r 1.1/r TWONeWOOD
SCREW MALIANOH NOI 1.
MGN*MomW u Wedge dtrbree, fend dblmcs.a Pac. Ix of Mood
sum" to preratt Rre wff fby of Mood. a\
Sig
ao
L
2x BUCK j
Ix BUCK l TYP. TYP. ®
HEAD AND _ JAMBS ?
o
O ]
m W
H
1 p
TYP. @ SILL H ttP c e
sa1 & 4
11 ^O
n
n FRAME
ANCHORING FRAME ANCHORING xx
Oxo M
k' k' G
IXBUCK Ix BUCK H ZB
9 M
2x BUCK 2x BUGc K G 27
M we 02121112 N.
T.S. Arco.
or JK LATCH &
DEADBOLT DETAIL HI NGE DETAIL aec
or lJS ORO=
M0.: STRIKEJAMB
MITGEJAMB FL-
15180.1 slur
eY J•g
or AAATERW3
IIEAII OIf'CROfIDN AIA1FMAl
A I x slxx (SG >= 045) w000
8 x BUCK SG >= 0.55) WOOD
C 1 /4' MAX. SHIM SPACE
0 1/4" X 23/4' ffC0 OR rtW CONCRETE SCREW STEEL
E MASONRY - 3J]00 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
G 3/16" X 31/4' PFH I1W CONCRETE SCREW STEEL
H 1 Tr 3-I /4' PFH aC0 OR ITMF CONCRETE SCREW STEEL
J 1 If 33/4" PFH ELCO OR IIW CONCRETE SCREW STEEL
s
g
k E=cii
I
d
h F--236" --i- 2r --i
a
m 4
9
S
W
g
L- m y
g
m
1111 SI n
Fes— —}-- 2ir A
EAD DE
Ji 21 PoN r
N N
ee
203'
n C
2
Z u
p 0 I G RES ID Y
am 02121 12 i
s•..e. N.T.S. S
wam W. JK m'
P
cm. e: LFS 3
obum m- a
FL-15180.1 0
sat' .m o` 1Q 0
g
BILo
L
IT
2.4,r
N
NOTES:
r. Mom.,: mmm rae, a, of as atas
L rmooa scans wAr.&4w ow t or I no wxmm
rrOvoma
Mv
woww pm twaars FOR ftsmr a as cattle.
Acm m
a
Ara W& a Oat Nmw frmr an 1 .amt rr. "
0 OW wit gar am rater FM rto.rtaa tltaR rs
tar"a°° Strut
Re ulrerttentt 1/0 mw sm* • wrt aectlone
f Slre I
4
e s
e e
7 7
e s
9 ML
MUM + Track
Bracket Locations DOOR
HEIGHTM4*
6'-e• tluu 7 -0 hoot
a / Idir
tem=.
VrDETAIL
D gib. *
we ow •• elm aeo lean b a6el par eao W rail
be added ad puftrao .rare r of Me raw, ran
raa arrr , DETAIL
E top
aacw r4oran
DETAIL
f IM
taro +2W-33 br
product ,. beted/awluded In aooedsrrae oft ANSVoww 1ee-0 warW " Oman
Ma / an im«w ueveuw all n4 fear a na PWM v rtb. m esr mwr.ro • roan a
amwe= rot boom" 00 wfa" ftwo awr, wa aw d" a an um to mmwr*a
es .meow asaotm rasa" rmarr ac ovm" pul9mm w re.narou mar mwar, R III
S3 - tL3 7 1/
E":-2:9& 7ft) oo
MNoc
tt4 L:
ts
i / argil
B
SECTION '
8-
8" Rt ICIOM
t
srnits roaa.
m.
r
NOTES:
I. RIND RM, w IM a a UL We7
3 No 1N0" L OaMm1 17 NMLAA t/ am aOFO L
1 m .
l`pq 11 of{t 10000i
om IF
1'
W'°
IP I.'.b
7, lomsor i = Ca w o"M Mao At1eAAiL
wW6MA 59MRAM did 5 0a °Islm°vitm
a ~
me.R T
Ib tlEl
r
411t• SAL M A IIO
tt. Orr.mAitrmyf s7At11>swiAItRI01iM1Pp r
IL W tltfs M rlor s TWIM FM 06.4WE GOWL
li i OIIOI oi9rW411MIr 110M!7-1
e• /
Shut Requirements n
00
OM Nei( 4
Track Bracket Lacat:ans
ODOR HlIEHT A" 9' C" O'
V. r:; 4•
i
21' 44' K
Th" w
t/r e110n • fu1 iQ KW& V
Asn x Into
Imr. TV
II
W1 1n11 Q
For Otfon 4.w W hqA an. dme Erod.t yr tt..11.n
fAud bo ~ OW o4st110n4t1 AX r el th. ro lor.
DETAIL E
atr rieduat ... tgtW@w o%W In o=wdwa vrth AND/DASW 106-03
NOim rM ohms wq / a """ MOfowl" Om Tw mod w Iw riaan v ow- 1 o MAIM M s
1a ft s Oblet.fj ro. elwe d an tuns wosmio. """M ML. No wr wr a vllml® om ulre ro
avaowYm A**" o1l7 Wm smolt 1w am® ttsu®t Or am-AMMA 1001
for sled
MAW M"
oft 4/19%'- rruo ootr.
t/' e• tq . ir.n f w QMW4
oeum
t t
left Max)
s
e ur s ar d d
A
DEWL i
Com Lov #IU/-2D.7
70T U&W q-r.73/-3lA5
0
b,'fr ER
7ft)
W 1ltQ<
B SECTION
f tlasilo tw =
1a
F
own" oast c.m pow =O.a.
LEERyn"GLOAD
It1ACM0 or TAILS r=tw 171 1
NOTES:
p 1.
AIL R YIDI. '
A1O1 601. C0. an o1 MM
L Ma aaaai i-1.17 af a *Ian wmx VJL + _ off%
a,arma L taYM
am me am= a al m (.mast'. T. ,aaa,
1 anws a ameal Bias L N.% '$
ow pe w19 VAKAL iwe al1`.
IIC '1 "10
10. an
OWL w A0o0awn ON OIL f edw-M 11. 7w
am MN Ia< am0 we no too -awe a1> ft 11 a=~
ttt llall aaRlAlaNrl a. Strut Requirements
sections # Struts
4 7
s o
e 10
7 14
a 14
9ft MM
4 Track Bracket
Locatlona DOOR HDONT
Aw ew wCw w0* v r
z• t-Ir
1• 2• 60• H• ial0, .
a7 . n1r raaLtt • 1
DETAIL D
for Dam.
ww W N¢1 one J=6 brm&d per wWan rnart ew •
ddad &W poaakll.d wftb J• of the o0w 7,ar
M. 1V10 DETAIL E
inb 9mdwi
tadad/wmbm W to ocaa 1, " vU 44VO19W 105-0 MIM 71a7
wmew Aa / 0 Tow" rvwow11a7 as na, Barr a im Fw= a =.w a m i Ma a UN411 M
40WOaR rw1 0Y40000 me own" AMWAX aywiap OL1. no AIR my at mom= an M,m ,) moms M "
1 tMAW Oman wmw Ua @a® awrowl a a.alaa ow CaaMK1. a OV91V
DETAIL i
7ft) 7aow
so
W
e
SECTION '
8-
0' 4 zz
ftEJilKTM
taw
7.
73/ -
1. 7 ls
TM
tJMD .
z>'.7s -01JI9
ELEVATION
2' typ.
I d
36'
j-8' o.e
I max.
2' typ.
TT
8' o.c.
max.
AL
v#11r
MEANS IMAILFN' IS AMOUNTING ENERIC ANGE'.
WHICH
ll (
NOT TO DE CONFUSED WITH •1/2' FRONT FLANGE) Anchor,
See
Se SHEATHING
JAMB
DETAIL HEAD
DETAIL 1ZE
HEADER AS NEEDED CAULK
UNDER NAILING FIN
ENTIRE PERIMETER BEFORE
FASTENING. I
AS ARED
RYVALL
YO
A --a/o awccw %QWIV M MATH }' SHEATHING) MUST
ACHIEVE 1-1/4- PENETRATION INTO
STUD.e SILL
DETAIL Notes:
1.
Installation depicted based off of structural test
report e62133.01-109-47. 2.
Wood screws shot) satisfy the Notional Design
Specification for Wood Construction
for material type and dimensional
requirements. 3.
Wood buck installations ore assumed 2x S—
P—F (0-0.42) or denser. Buck width sholl
be greater than the window frame width.
Tapered or partial width bucks ore
not allowed. Wood buck shot) be secured
to the structure to resist all design
loods. 4.
Wood screw lengths shall be sufficient to
guarantee 1-1/4' penetration into wood
buck. 5.
Maximum shim thickness of 1/4' permitted
at each fastener location. Shims
shall be load hearing, non — compressible
type. 6.
These drawings depict the details necessary
to meet structural loud requirements.
They do not address the air
inno trotion, water penetration, intrusion or
thermal performance requirements of the
installation. 7.
Installation shown is that of the test window
for the size shown and the design
pressure claimed. For window sizes
smaller than shown, locate fasteners
2' from corners and no more than
B' on center. Design pressures of smaller
window sizes are limited to that of the
test window. SIZE
AND DESIGN PREP CHART FASTENER
TYPE AND SPACING % MM WILL ALLOW DESIGN PRESSURES UP TO +40.10/-50 UNITS UP TO 36' x 84' SEE
TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) INSTALLATION
INSTRUCTIONS I .M.R. 12-14-09 FASTENER
SCHEDULE — FIN— °® 0M1O dr3540
Single Hung NONE 1.s Windows &
Doors Gratz,
PA 3s4o-324o sH FIM