HomeMy WebLinkAbout402 San Carlos Ave 18-2255 (a) NEW SFH0
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cop'y
P +_ -Z
Building & Fire Prevention Division
PERMITAPPLICATION
Application No: 19- M55
Documented Construction Value: $ 92,665. 000 --Z a o -iq 5- -,
Job Address: 402 SAN CARLOS AVE SANFORD, FL 32771 Historic District: Yes[] NoFv-/]
Parcel ID: 30 19 31 516 0100 0170 ResidentialP(lCommercialF]
C -1 DemoF]Change of Use0 MoveE] Type of Work: NewZ AdditionFlAlterationFIRepairl
Description of Work: NEW HOME CONSTRUCTION
Plan Review Contact Person: DAVID P. BRAUER
Phone: 321-663-1937 Fax:
Title: PROJECT DESIGNER
Email: dpb.odgl @yahoo.com _
Property Owner Information
Name PNT Property Partners, LP & Equilliance Investment Corp. Phone: 407-221-2522
Street: 1675 EE Williamson Rd. Ste. 1030
City, State Zip: Longwood, FL 32779
Name Hugh Kirk Mckinnon
Street: 2464 South Sanford Ave
City, State Zip: Sanford, FL 32771
Resident of property? :
Contractor Information
Phone: 407-383-9966
Fax:
State License No.: CGC047474
Arch itect/Engi neer Information
Name: Stephen R. Cold Phone: 321-228-4225
Street: 1341 S. Grant Street
City, St, Zip: Longwood, FL 32750
Bonding Company: N/A
Address:
Fax:
E-mail: stevecold@mindspring.com
Mortgage Lender: COB CORP
Address: 2595 SANFORD AVE
SANFORD, FL 32771
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST ]INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61h Edition (2017) Florida Building Code
Revised: January 1, 2018 Permit Application P J5-1 Z?-. el
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
of Owner/Agent
Print Owner/Agent's Name
Date
Signature ofNotary-State ofFlorida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
A - a/(- 'P 15115- 1 ry
Signature ofContractor/Agent Date
VC1 1A,
Itractor/ gent's Name
AiWs.A aul;= gqp N
My COMMISSM 0 FF967079
EXPIRES Mwch o2.2o2oiq0StTt,4nfRffl1ffq I ate
Contractor/Agent is ) Personally Known to Me or
Produced ID _ Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: BuildingL r Electrical Ej"" Mechanical E rPlurnbingjZ" GasF] Roof []
Construction Type: Occupancy Use:
Total Sq Ft of Bldg:
7 —
Flood Zone:
ror- t-t t
Min. Occupancy Load:
1%. VD- # of Stories: I
New Construction: Electric - # of Amps-, -. Leo
Fire Sprinkler Permit: YesF] No 1311"4 of Heads
APPROVALS: ZONING: UTILITIES:
ENGINEERING: MK(, OFIRE:
COMMENTS: Ok to construct single family home
with setbacks and impervious area
shown on plan. sch 1, S4c- q, I
qoofies,
rt I
Plumbing - # of Fixturest 17
Fire Alarm Permit: YesE] No E'
WASTE WATER:
BUILDING: 5;c-- dr-4
Revised: January 1, 2018 Permit Application
Building & Fire Prevention Division
PERMITAPPLICATION
Application No: 19-X55
Documented Construction Value: $ 92,665.000
Job Address: 402 SAN CARLOS AVE SANFORD, FL 32771 Historic District: YesnNo Fv(]
Rarcel ID: 30 19 31 516 0100 0170 ResidentialWICommercia][F],
Type of Work: NewZ Addition[] Alteration 0 Repair[] Demo[] Change of UseF_]MoveF1
Description of Work: NEW HOME CONSTRUCTION
Plan Review Contact Person: DAVID P. BRAUER
Phone: 321-663-1937 Fax:
Name
Title: PROJECT DESIGNER
Email: dpb.odg1@yahoo.com
Property Owner Information
PNT Property Partners, LP & Equilliance Investment Corp. 407-221-2522
Street: 1675 EE Williamson Rd. Ste. 1030
City, State Zip: Longwood, FL 32779 -
Name Hugh Kirk Mckinnon
Street: 2464 South Sanford Ave
City, State Zip: Sanford, FL 32771
Name: Stephen R. Cold
Street: 1341 S. Grant Street
Resident of property? :
Contractor Information
Phone: 407-383-9966
Fax:
State License No.: CGC047474
Arch itect/Engineer Information. -
Phone: 321-228-4225
City, St, Zip: Longwood, FL 32750
Bonding Company:
Address:
N/A
Fax:
E-mail: stevecold@mindspring.com
Mortgage Lender: COB CORP
Address: 2595 SANFORD AVE
SANFORD, FL 32771
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMAIENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR E14PROVENMNTS 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
CONMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61 Edition (2017) Florida Building Code
Revised: January 1, 2018 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OVVNER'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 ofOwner/Agent Date Signature ofContractor/Agent Date
VC W, CC —
Print Owner/Agent's Name Pr' tractor/4gent's Name
Signature ofNotary-State of Florida Date 0 -StJie'UfffflIff% 'ffim"Clbate
MY COMMISSION# FF967079
EXPIRES March !02.2020
11 '23 *bnd@N0t8rySQrVJM.WM
Owner/Agent is Personally Known to Me or Contractor/Agent is ) Personally Known to Me or
Produced ID Type of ID Produced ID _ Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building[] ElectricalE] MechanicalF1 PlumbingF] GasF] 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
Fire Sprinkler Permit: YesE] NoF] # ofHeads Fire Alarm Permit: Yes [] No
1q5
APPROVALS: ZONING: UTILITIES: -WASTEWATER:
ENGINEERING: FIRE: BUILDING:
COMMENTS:
A,
Revised: January 1, 2018 Permit Application
Property Record Card
Parcel : 30-19-31-516-0100-0170
Property Address: 402 SAN CARLOS AVE SANFORD, FL 32771
Value Summary
2018 Working 2017 Certified
Values Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 0 0
Depreciated Bldg Value
Depreciated EXIFT Value
Land Value (Market) 8,596 7,917
Land Value Ag
Just/Market Value 8,596 7,917
Portability Adj
Save Our Homes Adj 0 0
Amendment I Adj 0
P&G Adj 0 so
Assessed Value 8566 7,917
Tax Amount without SOH: $150.76
2017 Tax Bill Amount $1S0.76
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOT 17 BLIK 1
FAIRVIEW
PB 4 PG 71
xes
Taxing Authority —TAssessment Value Exempt Values Taxable Value
County General Fund $8,596 $0 $8,596
Schools $8,596 $0 $8,596
City Sanford $8,596 $0 $8,596
S JWM(Saint Johns Water Management) $8,596 $0 $8,596
County Bonds $8,596 $0 $8,596
FSales
Description Date Book Page Amount I Qualified Vac/Imp
WARRANTYDEED 3/1/2018 09086 0794 $17,500 Yes improved
WARRANTY DEED 7/12/2007 06761 0290 $15,500 Yes acant
WARRANTY DEED 8/l/2005--" 601 l L27 $19,000 No Vacant
Find Comparable Sales
Land
Frontage Depth Units Units Price Land Value
FRONT FOOT & DEPTH 52.001 110.00 1 0 1 $190.00 1 $8,596
Building Information
Permits
Permit # Description Agency Amount CO Date Permit Date
No Permits
Permit tl, does motorigi—te from the Seminole County Property A ppmlsees office. For dewils or questions concerning a permit Please cont,ct the build Ing department of the bur district In which the Property 12
Extra Features
e cription Year Built — — — — — — I Units f_alue --- I New Cost
No Extra Features
Taxing Authority —TAssessment Value Exempt Values Taxable Value
County General Fund $8,596 $0 $8,596
Schools $8,596 $0 $8,596
City Sanford $8,596 $0 $8,596
S JWM(Saint Johns Water Management) $8,596 $0 $8,596
County Bonds $8,596 $0 $8,596
FSales
Description Date Book Page Amount I Qualified Vac/Imp
WARRANTYDEED 3/1/2018 09086 0794 $17,500 Yes improved
WARRANTY DEED 7/12/2007 06761 0290 $15,500 Yes acant
WARRANTY DEED 8/l/2005--" 601 l L27 $19,000 No Vacant
Find Comparable Sales
Land
Frontage Depth Units Units Price Land Value
FRONT FOOT & DEPTH 52.001 110.00 1 0 1 $190.00 1 $8,596
Building Information
Permits
Permit # Description Agency Amount CO Date Permit Date
No Permits
Permit tl, does motorigi—te from the Seminole County Property A ppmlsees office. For dewils or questions concerning a permit Please cont,ct the build Ing department of the bur district In which the Property 12
Extra Features
e cription Year Built — — — — — — I Units f_alue --- I New Cost
No Extra Features
Description Date Book Page Amount I Qualified Vac/Imp
WARRANTYDEED 3/1/2018 09086 0794 $17,500 Yes improved
WARRANTY DEED 7/12/2007 06761 0290 $15,500 Yes acant
WARRANTY DEED 8/l/2005--" 601 l L27 $19,000 No Vacant
Find Comparable Sales
Land
Frontage Depth Units Units Price Land Value
FRONT FOOT & DEPTH 52.001 110.00 1 0 1 $190.00 1 $8,596
Building Information
Permits
Permit # Description Agency Amount CO Date Permit Date
No Permits
Permit tl, does motorigi—te from the Seminole County Property A ppmlsees office. For dewils or questions concerning a permit Please cont,ct the build Ing department of the bur district In which the Property 12
Extra Features
e cription Year Built — — — — — — I Units f_alue --- I New Cost
No Extra Features
Frontage Depth Units Units Price Land Value
FRONT FOOT & DEPTH 52.001 110.00 1 0 1 $190.00 1 $8,596
Building Information
Permits
Permit # Description Agency Amount CO Date Permit Date
No Permits
Permit tl, does motorigi—te from the Seminole County Property A ppmlsees office. For dewils or questions concerning a permit Please cont,ct the build Ing department of the bur district In which the Property 12
Extra Features
e cription Year Built — — — — — — I Units f_alue --- I New Cost
No Extra Features
614 DUN IN 411 Q a V.11 I'M 1111011 ali
Tlood Zone Determination Request Form
Name: David P. Brauer Firm: ODG, Inc.
Address: 1350 Park Drive
City: Casselberry State: FIL Zip Code: 32707
Phone: 321-663-1937 Fax: Email: dpb.odgl@)yahoo.com
Property Address: 402 San Carlos Avenue
Property Owner: PNT Property Partners
Parcel identification Number: 30-19-31-516-0100-0170
Phone Number: 407-221-2522 Email:
The reason for the flood plain determination is:
A-1 New structure 0 Existing Structure (pre-2007 FIRM adoption)
F-1 Expansion/Addition F-1 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)
AM RTILsqPMTY ',gn
N UV- `2 I k" 9— X I , -Mz
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:
F-1 The parcel is in the:EJ floodplain F-1 floodway
F-1 A portion of the parcel is in the: F-1 floodplain 0 fl ' oodway
The parcel is not in the: Wfloodplain E]floodway
The structure is in the: 0 floodplain E] floodway
The structure is not in the: E] floodplain 0 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# 18-2255
Reviewed by: Michael Cash, CFM Date: May 30, 2018
Application for Paved Driveway, Sidewalk or
Walkway Including Right -of -Way Use &
Landscaping in Right -of -Way
Department of Planning & Development Services
300 North Park Avenue, Sanford, Florida 32771
Phone: 407.688.5140 Fax: 407.688.5141
This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the
City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or
sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a
driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other
jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Know whars below.
size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before you dig.
I . Project Location/Address: 4 0 2- SW CNSLes -`>ANFbf-D FL 32-771
2. Proposed Activity: E] Driveway Walkway Other:
3. Schedule of Work: Start Date Completion Date Emergency Repairs
4. Brief Description of Work:
This appli cat on is by:
PfopNorty 7
Signature: Print Name: I %PW--
Address: I lo-75 Ck V0 Ht am -son F-6-k- Ste - 103 0 IMLLVoe f F7L 3-Z,-7--'
Phone: q"-L14-_V5Z_Z Fax: Email: J2L"_fWV(?M0A4,(, fikate:,
Maintenance Responsibilities/Indemnification
The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This
shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization,
remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways,
utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall
remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does
not continuously maintain the improvement and area in accordance with previously stated criteria, or completely res6re the right-of-way to its previous
condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the
Requestor's property to recover costs of restoration.
To the fullest extent permitted by law, Requestor agree to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ-
ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct,
indirect or consequVenfia.QL or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of
defense, settlegrgint, and rftsonAble attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out ofor
Signatur&
Pre -pour Inspection by:
Application No:
Reviewed:
Public Works
Utilities
Approved:
Engineering
Site Inspected by:
Special Permit
and by signing this application 11 igree to its terms.
Date: 5/300s,
This permit shall be posted on the site during construction.
Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection.
Date:
Offid I Use Only
Llr) . — _) - %_# , i 4?
2— Fee: I V %_ Date:
Date:
Date:
Date:
Date:
November 2015 ROW Use Driveway.pdf
BP200IO3 CITY OF SANFORD
Application Inquiry Fees
Application number: 18 00002455
Property . . . . : 402 SAN CARLOS AVE
Fee
Class/Type/Description Trans amt Amt due
A D5 02-CURB CUT/DRIVE - SIF 40.00 40.00
Credit fees due: ob
Revenue fees due: 40.00
Total due: 40.00
Press Enter to continue
F3=Exit Fll=Change vi;w F12=Cancel FlO=Amt billed
5/30/18
11:30:48
Struct Permit Insp
Bottom
I
BP200IO3 CITY OF SANFORD
Application Inquiry - Fees
Application number: 18 00002455
Property . . . . : 402 SAN CARLOS AVE
Fee
5/30/18
11:30:48
Class/Type/Description Trans amt Amt due Struct Permit Insp
A D5 02-CURB CUT/DRIVE - SIF 40.00 40.00
Credit fees due: .00
Revenue fees due: 40.00
Total due: 40.00
Press Enter to continue.
F3=Exit Fll=Change view F12=Cancel F10=Amt billed
Bottom
JUL 0 9, 2018
STATE OF FLORIDA
DEPARTME NT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM Am
7
CONSTRUCTION PERMITFOR: OSTDS. New
PERMIT #: 59-S2-1858287
APPLICATION#: AP1 352019
DATE PAID:
FEE PAID:
I/
RECEIPT #:
S"DOCUMENT # s PRI 124177
APPLICANT: (PNT Property Partners LP/Equillence Investment Corp) —Al
PROPERTY ADDRESS: 402 San Carlos Ave Sanford, FL 32771
LOT: 17 BLOCK: 1 SUBDIVISION:
SECTION, TOWNSHIP, RANGE, PARCEL NUMBER]
PROPERTY ID #: 30-19-31-516-0100-0170
OR TAX ID NUMBER]
SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION
381.0065, F.S., AND CHAPTER 64E 6,, F.A.C. DEPARTMENT APPROVAL, OF SYSTEM . DOES NOT GUARANTEE
SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF I TI IME. AN . Y CHANGE IN MATERIAL FACTS,
WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE
PERMIT APPLICATION. SUCH MODIFICATIONS NAY RESULT IN THIS PERMIT BEING MADE. NULL AND VOID.
ISSUANCE -OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL,
STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY.
SYSTEM DESIGN AND SPECIFICATIONS
T ( 900 1 GALLONS / GPD NEW SEPTIC. TANK WITH OUTLET F CAPACITY
A ( GALLONS / GPD NEW DOSING TANK CAPACITY
GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS]
K 225 1 GALLONS DOS
I
ING TANK CAPACITY 50.100 ]GALLONS @ [ 6 ]DOSE S PER 2 4 HRS #Pumps
500 1 SQUARE FEET NEW DRAINFIELD SYSTEM
I SQUARE FEET N/A SYSTEM
TYPE SYSTEM: STANDARD I FILLED (XI MOUND I I
I CONFIGURATION: TRENCH EXI BED
N
F LOCATION OF BENCHMARK: nail & Washer oak tree
I ELEVATION OF PROPOSED SYSTEM SITE V.00.1 FT. j [ ABOVE BENCHMARK/REFERENCE POINT
E BOTTOM OF DRAINFIELD TO BE 25.00 1 FT I (ABOVE BENCHMARK/REFERENCE POINT
9
D
0
T
H
F
R
ILL REQUIRED: ( 18;001 INCHES EXCAVATION REQUIRED: [ j INCHES
BOTTOM OF DRAINFIELD RAISED TWO INCHES TO MAKE 42 INCH EFFECTIVE SOIL DEPTH TO ORGANIC SOIL TO
AVOID EXCAVATION. PERMITTING A NEW HOME WITH 3 BEDROOMS AND 1504 SQUARE FEET OF
BUILDING/LIVING AREA. The system is sized for.3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom),
for a total estimated flow of 300 gpd. May install 500 square feet in bed formation or 375 square feet in trench formation.
Performing Lift Dosing. Pumps must be certified as suitable for distributing sewage effluent.. The licensed contractor
installing the system is responsible for installing the minimum category of tank in. accordance with, s. 64E-6.0
Comments Continued on Page 2.)
SPECIFICATIONS BY: Clark Lee TITLE: Certified Environmental Health Profess
APPROVED BY: (_nilkj N J)'A-- TITLE: Environmental manager
Nanty) Smith.
DATE ISSUED: 07/05/27Ul 8 EXPIRATION DATE
DH 4016, 08/09 (Obsoletes all previous editions which may not be used)
Incorporated: 64E-,6.603, FAC
v 1.1.4 AP1352019 SE 0B3221
Seminole C14D
01/05/2020
Page 1 of 3
DOCUMENT #- PR1124177
1 3(3)(f) FAC. Mound cannot cause flooding tb ad
I
jacent properties. Requires 4ft s houldersI . with 2:1 or 3 1 slopes, remove "o"
horizon from beneath shoulders and side slope areas. Audio and visual.alarms must. be installed and working for final inspection.
Mound can not cause flooding onto adjacent properties. Pump(s) must be rated to distribute sewage. Audio and visual alarms
must be installed and working at time of inspec tion. If more than 8" of cover on tanks, risers must be installed. An approved
outlet filter must be installed in tank. Must maintain all minimum setbacks per Chapter 64E -6, F.A.C. Excavation must be
conducted in accordance With the requirements of Chapter 64E-6, F.A;C. Building construction and lot grading must be in
compliance With 64E-6 F.A.C. Inspection by Health Dept. is required, contact inspection line 407-665-3239.,P lease be aware,
that your permit meets all state requirements but may not meet the requirements for the county or city where your project is
located. It is your obligation to follow up with local or county departments BEFOR E commencing your project. The r Florida
Department of Health in Seminole County is riot liable for losses you incur for failure to comply with the rules and reg , ulations of
other agencies.
NOTICE OF RIGHTS
A party whose substantial interest is affected by this order may petition for a n
administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such
proceedings are governed by Rule 28-106, Florida Administrative Code. A.pe
I
tition for
administrative hearing must be in writing and must be received by the Agency Clerk for the
Depaftment, within twenty-one (21) days from the receipt of this order. The address of the
Agency.Clerk is 4052 Bald Cypress Way, BIN A-02, Tallahassee, Florida 32399. The Agency
Clerk's facsimile number is 850-413-8743.
Mediation is not available as an alternative remedy.
Your failure to submit. a petition for hearing within 21 days from receipt of this order will
constitute 6 Waiver of your right to an. administrative hearing, and this order shall become a 'final
order'.
Should this order become a final order, a party who is adversely affected by it is entitled
to judicial review pursuant to Section 120;68, Florida Statutes. Review proceedings are
governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced
by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a
second copy, accompanied by the filing fees required by law, with the Court of Appeal in the
appropriate District Court. The notice must be filed within 30 days of . rendition of the final order.
kh,
011-0— I ITO -1 _6 I fI 11-111
THIS INSTRUMENT PREPARED BY:
Name: Patricia Tanner
Address: 1675 EE Williamson Rd. Ste. 1030
Longwood- FL 32779
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
Permit Number
RAI, . r %f IFfMoLOY, -;ENINOI E COUN'
COUFERKOFCIRCU11 T e, %.:ONF'1'ROLLR
B) K t' 12 P I Nq 'j
CLERK'S t 201804990*
REC01-iDED 05-111-17,1-2f,13 10-V-2-3-00' Mk"I
ECORD"NIG FEES
L
RECORDED BY T, k'
Parcel ID Number: 30 19 31 516 0100 0170
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
LOT 17 BLK 1 FAIRVIEW PQ 4 PQ 71 AND 402 SAN CARLOS AVE SANFORD, EL
32771
GENERAL DESCRIPTION OF IMPROVEMENT:
New Construction: Sinqle Fami1v Home
OWNER INFORMATION:
Name:-PNT Property Partners, LP and Equilliance Investment Corp.
Address: 1675 EE Williamson Rd. Ste. 1030, Longwood, FL 32779
Fee Simple Title Holder (if other than owner) Name: N/A
Address:
CONTRACTOR:
Name: —Hugh Kirk McKinnon
Address: 2464 South Sanford Ave., Sanford, FL 32771
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713.13(l)(b), Florida Statutes.
Name: -PNT Property Partners, LP
Address: 1675 EE Williamson Rd. Ste. 1030, Longwood, FL 32779
In addition to himself, Owner Designates Equilliance Investment Corp. of
1 Alhambra Plz Penthouse, Coral Gables, I FL 33134 To receive a copy of the Lienor's Notice as Provided in
Section 713.13(i)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date Is I year from date of recording unless a
different date Is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PRO ERTY.. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE T E Fl STR
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN RNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true
to the best of my knowledge and belief.
Terrell Hunt a-
Owneef Signature Owner's Printed Name Q::
Florida Statute 713.13(l)(g): The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead.. >'
nc.-
da CountyofStateof z 4A
The foregoing Instrument was acknowledged before me this day of. H 20 e!j
by I e- knf u won 14u)-t Who Is personally known to me
Name of person mi9n statement
OR who has produced type of identification produced: GQ-eme
z -Z Z7- - T
L. COLLOR
NOTARY PUBLIC
Notary Signature ffUlia"ESTATE OF FLORIDA
Comm# FF232199
Expires moig
COUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100004
BUILDING APPLICATION #: 18-10000454
BUILDING PERMIT NUMBER: 18-10000454
DATE: May 07, 2018
UNIT ADDRESS: SAN CARLOS AVE 402 30-19-31-516-0100-0170
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: PNT PROPERTY PARTNERS LP
ADDRESS: 1675 EE WILLIAMSON RD STE 1030 LONGWOOD FL 32779
LAND USE: SFR
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 402 SAN CARLOS AVE / SFR / FAIRVIEW
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE
TYPE DIST SCHED, RATE UNITS TYPE
ROADS-ARTERIALS CO -WIDE ORD
Single FamilKSHousing
ROADS-COLLECTO
705.00 1.000 dwl unit 705.00
Single Family
NIJ
Housing 00 1.000 dwl unit
FIRE RESCUE N/A
00
LIBRARY CO -WIDE ORD
00
Family Housing 54.00 1.000 dwl unit 54.00SCSinEleHOOSCO -WIDE ORD
Single Family Housing 9,000.00 1.000 dwl unit 9,000.00
PARKS N/A
LAW ENFORCE N/A
00
DRAINAGE N/A
00
00
AMOUNT DUE 9,759.00
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE
SEMINOLE COUNTY ROAD FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDIkG PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR
DAYS OF THE DATE ABOVE, BUT NO LATER THAN
CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT.
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT
ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE
I
REQUIRED INSPECTION SEQUENCZ
WD41
1FiBf
Mi Maxn ruspecdon Descri2ddn
Footer / Setback
Stemwall
Foundation / Form Board- Survey
Slab / Mono Slab Ptepour
Z_ C) Lintel / Tie: Beam / Fill Down Cell
2 Sheathing L Walls-
Sheathing — Roof
Vto Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Ins pection
Final Solar
Final Roof
Final. Stucco. /-Siding
Ihsulation Final
Final Utility Building
Final Door
Finaf WindGw-
Final- Screen. Room
Final. Pool Screen Enclosure
Mobile Home Building Final'
Pre -Demo
Final Demo:
Final Single- Family- Residence
Final Building (Other),
Addrrann:
Mn. Max. _.-Ins2ection. Desc!22flon
Electric. Underground
10 Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
MEMO
Min
MMIN
max
IMF
Ins2ection-Descri2tion
Plumbing Uiiderground
cYt)r) Plumbing Sewer
Plumbing Tub Set
4 aro Plumbing Final
REVISED: J - une 20'14
RECORD Copy
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: WILCO HEAT AND AIR 402 SAN CARLOS Builder Name:
Street: 402 SAN CARLOS AVE Permit Office: su/t 'D/
City, State, Zip: SANFORD FL, 32771
Owner:
Permit Number:
8 - 2 2,5
I
I& 5 191"
POJurisdiction:
Design Location: FL, Sanford County: Seminole (Florida -Climate Zone 2) 0
1. New construction or existing New (From Plans) 9. Wall Types (1437.3 sqft.) Insulation Ar;'
2. Single family or multiple family Single-family
a. Concrete Block - Int Insul, Exterior R=5.0 1189M ft2
b. Frame - Wood, Adjacent R=13.0 248.00 ft2
3. Number of units, if multiple family 1 c. N/A R= ft2
4. Number of Bedrooms 3 d. N/A R= ft2
5. Is this a worst case? No 10. Ceiling Types (1504.0 sqft.) Insulation Area
a. Cathedral/Single Assembly (Vented) R=30.0 1504.00 ft2
6. Conditioned floor area above grade (ft2) 1504 b. N/A R= ft2
Conditioned floor area below grade (ft2) 0
c. N/A R= . ft2
11. Ducts R ft2
7. Windows(198.5 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Garage 6 300 8
a. U-Factor: Dbl, U=0.33 198.50 ft2
SHGC: SHGC=0.23
b. U-Factor: N/A ft2 12. Cooling systems kBtu1hr Efficiency
SHGC: a. Central Unit 30.0 SEER:15.00
c. U-Factor: N/A ft2
SHGC: 13. Heating systems kBtu/hr Efficiency
d. U-Factor: N/A ft2 a. Electric Heat Pump 30.0 HSPF:8.50
SHGC:
Area Weighted Average Overhang Depth: 1.333 ft.
Area Weighted Average SHGC: OMO 14. Hot water systems
8. FloorTypes (1504.0 sqft.) Insulation Area
a. Electric Cap: 50 gallons
a. Slab -On -Grade Edge Insulation R=0.0 1504.00 ft2 b. Conservation features
EF: 0.940
b. N/A R = ft2 None
c. N/A R= ft2 15. Credits Pstat
Glass/Floor Area: 0.132
Total Proposed Modified Loads: 47.38 17-'ASSTotalBaselineLoads: 48.10
I hereby certify that the plans and specifications covered by Review of the plans and JiE S
this calculation are in compliance with the Florida Energy specifications covered by this 4V
Code. calculation indicates complian ce z iy""'
with the Florida Energy Code. 14 0
PREPARED BY: Maggie Sims Before construction is completed
DATE: this building will be inspected for
compliance with Section 553.908
I
2018.05.11 12:30:09
I hereby certify that this building, as designed, is in compliance Florida Statutes.
with the Florida Energy Code.
OWNER/AGENT.- BUILDING OFFICIAL:
DATE: DATE: 7-; 227
1
V - VU
Compliance requires certification by the air handier unit manufacturer that the air handier 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 6.00 ACH50 (R402.4.1.2).
5/11/2018 12:28 PM EnergyGauge@ USA Section R405.4.1 Compliant Software Page 1 of 4
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
PROJECT
Title:
Building Type:
Owner Name:
of Units:
Builder Name:
Permit Office:
Jurisdiction:
Family Type:
New/Existing:
Comment:
WILCO HEAT AND AIR 402
User
1
Single-family
New (From Plans)
CODE COMPLIANCE 405-2017
Bedrooms: 3
Conditioned Area: 1504
Total Stories: I
Worst Case: No
Rotate Angle: 0
Cross Ventilation:
Whole House Fan:
Address Type:
Lot #
Block/Subdivision:
PlatBook:
Street:
County:
City, State, Zip:
Street Address
402 SAN CARLOS AVE
Seminole
SANFORD
FL, 32771
CLIMATE
V/ Design Location TMY Site
Design Temp
97.5% 2.5%
Int Design Temp Heating Design Daily Temp
Winter Summer Degree Days Moisture Range
FL, Sanford FL—ORLANDO—SANFOR 39 93 70 75 677 44 Medium
BLOCKS
Number Name Area Volume
1 Blockl 1504, 15040
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated
1 Main 1504 15040 Yes 4 3 1 Yes Yes Yes
FLOORS
y# Floor Type Space Perimeter R-Value Area Tile Wood Carpet
1 Slab -On -Grade Edge Insulatio Main 149 ft 0 1504 ft2 0 0 1
ROOF
V # Type Materials
Roof Gable Roof
Area Area Color
Solar
Absor.
SA Emitt
Tested
Emitt Deck Pitch
Tested Insul. (deg)
1 Gable or shed Composition shingles 1629 ft2 314 ft2 Light 0.8 No 0.9 No 0.5 22.6
ATTIC
V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1504 ft2 N N
CEILING
y# Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Cathedral/Single Assembly (Vented) Main 30 Batt 1504 ft2 0.11 Wood
5/11/2018 12:28 PM EnergyGauge@ USA Section R405.4.1 Compliant Software Page 2 of 4
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
WALLS
y 9 C)r-nt
Adjacent
In Wall Type Space
Cav Width
a_Vaill Ft In
Height
Ft In Area
Sheathing Framing Solar
R-Vallle Fraction AhSor
Below
rradp%
1 E Garage Frame - Wood Main 13 18 8 8 0 149.3 ft2 0.5 0.23 0.01 0
2 N Garage Frame - Wood Main 13 12 4 8 98.7 ft2 0.5 0.23 0.01 0
3 E Exterior Concrete Block - Int Insul Main 5 4 4 8 34.7 ft2 0 0.35 0
4 N Exterior Concrete Block - Int Insul Main 5 8 4 8 66.7 ft2 0 0.35 0
5 E Exterior Concrete Block - Int Insul Main 5 12 8 96.0 ft2 0 0.35 0
6 S Exterior Concrete Block - Int Insul Main 5 55 8 440.0 ft2 0 0.35 0
7 W Exterior Concrete Block - Int Insul Main 5 35 8 280.0 ft2 0 0.35 0
8 N Exterior Concrete Block - Int Insul Main 5 34 8 272.0 ft2 0 0.35 0
DOORS
Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 S Insulated Main None 4 2 8 6 8 17.8 ft2
2 E Insulated Main None 4 3 6 8 20 ft2
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall Overhang
V/ Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation IntShade Screening
1 E 5 Vinyl Low-E Double Yes 0.33 023 N 30.0 ft2 1 ft 4 in 4 ft 0 in Drapes/blinds Exterior 5
2 S 6 Vinyl Low-E Double Yes 0.33 0.23 N 15.0 ft2 1 ft 4 in 0 ft 10 in Drapes/blinds Exterior 5
3 S 6 Vinyl Low-E Double Yes 0.33 0.23 N 22.5 ft2 1 ft 4 in 0 ft 10 in Drapes/blinds Exterior 5
4 W, 7 Vinyl Low-E Double Yes 0.33 0.23 N 22.5 ft2 1 ft4in 3 ft 0 in Drapes/blinds Exterior 5
5 W 7 Vinyl Low-E Double Yes 0.33 0.23 N 40.0 ft2 1 ft 4 in 6 ft 0 in Drapes/blinds Exterior 5
6 W 7 Vinyl Low-E Double Yes 0.33 0.23 N 22.5 ft2 1 ft4in 4ft0in Drapes/blinds Exterior 5
7 N 8 Vinyl Low-E Double Yes 0.33 0.23 N 30.0 ft2 1 ft 4 in 0 ft 10 in Drapes/blinds Exterior 5
8 N 8 Vinyl Low-E Double Yes 0.33 0.23 N 16.0 ft2 1 ft 4 in 0 ft 10 in Drapes/blinds Exterior 5
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 392.7 ft2 392.7 ft2 48 ft 8 ft 1
INFILTRATION
Scope Method SLA CFM 50 ELA EqLA ACH ACH 50
1 Wholehouse Proposed ACH(50) .000381 15o4 82.57 155.28 2954 6
5/11/2018 12:28 PM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 3 of 4
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
HEATING SYSTEM
System'Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump/ None HSPF:8.5 30 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
I Central Unit/ None SEE R: 15 30 kBtulhr 1000 cfm 0.7 1 sys#1
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
I Electric None Garage 0.94 50 gal 60 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC
Cert # Company Name
Collector
System Model # Collector Model # Area
Storage
Volume FEF
None None ft2
DUCTS
Supply
Location R-Value Area
Return Air
Location Area Leakage Type Handier
CFM 25 CFM25
TOT OUT QN RLF
HVAC #
Heat Cool
Attic 6 300.8 ft Attic 75.2 ft2 Default Leakage Garage Default) (Default) 1 1
TEMPERATURES
Prograrnable Thermostat: Y
Cooling
ti
Jan Feb Mar
Hea ng Jan Pq Feb
X
Mar
Venting Jan [ I Feb Mar
Ceiling Fans:
A Ma Jun Jul
ri AugMAprrayyrjJunJulA
Apr May Jun ri Jul Aug
epXjSep
Sep
Oct
H
Nov
Oct
X
Nov
Oct Nov
Dec
Dec
Dec
Thermostat Schedule: HERS 2006 Reference
Schedule Type 1 2 3
Hours
4 5 6 7 8 9 10 11 12
Cooling (WD) AM 78
PM 80
Cooling (WEH) AM 78
PM 78
Heating (WD) AM 66
PM 68
Heating (WEH) AM 66
PM 68
78 78
80 78
78 78
78 78
66 66
68 68
66 66
68 68
78 78 78 78
78 78 78 78
78 78 78 78
78 78 78 78
66 66 68 68
68 68 68 68
66 66 68 68
68 68 68 68
78 80
78 78
78 78
78 78
68 68
68 68
68 68
68 68
80 80
78 78
78 78
78 78
68 68
68 66
68 68
68 66
80
78
78
78
68
66
68
66
MECHANICAL VENTILATION
Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System
None 0 0 0 1 - Electric Heat Pump 0% 1 - Central Unit
MASS
Mass Type Area Thickness Furniture Fraction Space
Default(8 lbs/sq.ft. 0 ft2 0 ft 0.3 Main
Name: MARGARET SIMS Signature:
Rating Compant: MARGARET SIMS Date:
5111/2018 12:28 PM EnergyGauge@ USA Section R405.4.1 Compliant Software Page 4 of 4
1
2017 EPL DISPLAY CARD
ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 99
The lower the Energy Performance Index, the more efficient the home.
1. New home or, addition 1. New(FromPlans) 12. Ducts, location & insulation level
a) Supply ducts R 6.0
2. Single-family or multiple -family 2. Single-fami y b) Return ducts R 6.0
c) AHU location Attic/Attic
3. No. of units (if multiple -family) 3. 1
4. Number of bedrooms 4. 3 13. Cooling system: Capacity___30.0
a) Split system SEER
5. Is this a worst case? (yes/no) 5. No b) Single package SEER
c) Ground/water source SEER/COP
6. Conditioned floor area (sq. ft.) 6. 1504 d) Room unit/PTAC EER
e) Other 15.0
7. Windows, type and area
a) U-factor: (weighted average) 7a. 0.330
b) Solar Heat Gain Coefficient (SHGC) 7b. 0.230 14. Heating system: Capacity____10.0
c) Area 7c. 198.5 a) Split system heat pump HSPF
b) Single package heat pump HSPF
8. Skylights c) Electric resistance COP
a) U-factor: (weighted average) 8a. NA d) Gas furnace, natural gas AFUE
b) Solar Heat Gain Coefficient (SHGC) 8b NA e) Gas furnace, LPG AFUE
f) Other 8.50
9. Floor type, insulation level:
a) Slab -on -grade (R-value) 9a. 0.0
b) Wood, raised (R-value) 9b. 15. Water heating system
c) Concrete, raised (R-value) 9c. a) Electric resistance EF 0.94
b) Gas fired, natural gas EF
10. Wall type and insulation: c) Gas fired, LPG EF
A. Exterior: d) Solar system with tank EF
1. Wood frame (insulation R-value) 1 OA1. e) Dedicated heat pump with tank EF
2. Masonry (insulation R-value) 1 OA2. 5.0 0 Heat recovery unit HeatRec%
B. Adjacent: g) Other
1. Wood frame (Insulation R-value) 10131. 13.0
2. k6sonry (Insulation R-value) 10132.
16. HVAC credits claimed (Performance Method)
11. Ceiling type and insulation level a) Ceiling fans
a) Under attic 1 la. b) Cross ventilation No
b) Single assembly 1 1b. 30.0 c) Whole house fan No
c) Knee walls/skylight walls 1 1c. d) Multizone cooling credit
d) Radiant barrier installed 1 1d. No e) Multizone heating credit
0 Programmable thermostat Yes
Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy
saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL
display card will be completed based on installed code compliant features.
Builder Signature: Date:
Address of New Home: 402 SAN CARLOS AVE - City/FL Zip: SANFORD, FL 32771
5/11/2018 12:28:40 PM EnergyGauge@ USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
ADDRESS: 402 SAN CARLOS AVE Permit Number:
SANFORD , FL, 32771
MANDATORY REQUIREMENTS 6ee individual code sections for full details.
SECTION R401 GENERAL
R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD.
D 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 enveloT*e 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.
F-1 R402.4.1.1 Installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance
with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required
by the code official, an approved third party shall inspect all components and verify compliance.
F-1 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)(f), (g) or (i) or
an approved third party. A written report of theli esults 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.
F1 R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where
using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the
fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
oR402.4.3 Fenestration air leakage.Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per
square foot (1.5 Us/m2), and 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.
5/1112018 12:28 PM EnergyGauge@ USA - FBC 6th Edition (2017) Compliant Software Page 1 of 5
MANDATORY REQUIREMENTS - (Continued)
R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to
open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or
enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements
of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be
fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it
passes through conditioned space to a minimum of R-8.
Exceptions:
1 . Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential.
R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
SECTION R403 SYSTEMS
R403.1 Controls.
R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section
C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or
7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in
accordance with Section R403.3.3.
o 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.
F R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the
manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the
entire system, including the manufacturers 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.
0 R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
0 R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105oF (41DC)
or below 55*F (1 WC) 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.
5/11/2018 12:28 PM EnergyGauge@ USA - FBC 6th Edition (2017) Compliant Software Page 2 of 5
MANDATORY REQUIREMENTS - (Continued)
FiR403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 % 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).
F1 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 100oF to 140oF (38oC to 60oC).
R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to
electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of
combustion types of service water -heating systems to be turned off.
R403.5.6.2 Water -heating equipment Water -heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate
water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2. 1.
R403.5.6.2.1 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 tilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating.
Fi R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor.
R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation
shall meet the following criteria:
1 The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas.
3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-1 1 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-1 0
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
CFMNVATT)
AIRFLOW RATE MAXIMUN
CFM)
Range hoods Any 2.8 cfm/watt Any
In -line fan Any 2.8 cfm/watt Any
Bathroom, utility room 10 1.4 cfm/watt 90
Bathroom, utility room 90 2.8 cfm/watt Any
For SI: I cfm = 28.3 Umin. When tested in accordance with HVI Standard 916
5/11/2018 12:28 PM EnergyGauge@ USA - FBC 6th Edition (2017) Compliant Software Page 3 of 5
MANDATORY REQUIREMENTS,- (Continued)
r-1 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. I.
R403.7.1.2.3 Fossil fuel heating equipment The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.7.1.
R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
A variable capacity system sized for optimum performance during base load periods is utilized.
R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the IECC--Commercial Provisions in lieu of Section R403.
R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building,
shall include automatic controls capable of shutting off the system when the pavement temperature is above 50'F (1 OoC), and no
precipitation is failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40oF (4.8'C).
F 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.
11403.110.2 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 swimmingpoois and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at
the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered
energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required.
R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal
efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool
heaters fired by natural or LP gas shall not have continuously burning pilot lights.
5/11/20181 - 2:28 PM EnergyGauge@ USA - FBC 6th Edition (2017) Compliant Software Page 4 of 5
F] 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 Portablespas (Mandator^e energy consumption of electric -powered portable spas shall be controlled by the
requirements of APSP-14.
SECTION R404
ELECTRICAL POWER AND LIGHTING SYSTEMS
F R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed fighting 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.
5/11/2018 12:28 PM EnergyGauge@ USA - FBC 6th Edition (2017) Compliant Software Page 5 of 5
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: HEAT AND AIR 402 SAN CARLOS Builder Name: WILCO
Street: 402 SAN CARLOS AVE Permit Office:
City, State, Zip: SANFORD , FL, 32771 Permit Number:
Owner: Jurisdiction: Ld
Design Location: FL, Sanford
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall
requirements
The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material.
Breaks or joints in the air barrier shall be sealed.
Ceiling/aftic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit
the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
Walls The junction of the foundation and sill plate shall be sealed. Cavities within 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
sealed. with a material having a thermal resistance of R-3
Knee walls shall be sealed. per inch minimum.
Exterior thermal envelope insulation for framed
walls shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/door iambs and framing, and
and doors skylights and framing shall be sealed.
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated.
Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to
including insulation. maintain permanent contact with the underside of
above -garage subfloor decking, or floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
floors) of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace
Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
Narrow cavities cavities shall be filled by insulation that on
installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned 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 12mpona 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
I between fire sorinkler cover Mates and walls or ceolonas.
a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400.
5/11/2018 12:28 PIVI
I .
EnergyGaugeOD USA FBC 6th Edition (2017) Compliant Software Page 1 of 1
Envelope Leakage Test Report (Blower Door Test)
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Jurisdiction: Permit #:
Builder: Community: Lot: NA
Address: 402 SAN CARLOS AVE
City: SANFORD State: FL Zip: 32771
q M,
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667. 1
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x 60 15040 Method for calculating building volume.-
CFM(50) Building Volume ACH(50)
0 Retrieved from architectural plans
F-1 PASS (D Code software calculated
When ACH(50) is less than 3, Mechanical Ventilation installation 0 Field measured and calculated
must be verified by building department. I
R402.4.1.2 Testing. 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 Statues.or individuals licensed as set forth in Section
489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and
provided to thecode officia/. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration
control measures.
2. Dampers including exhaust, intake, makeup air, back draft 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.
NEW IN 0
Company Name: Phone:
I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code
Energy Conservation requirements according to the compliance method selected above.
Signature of Tester: Date of Test:
Printed Name of Tester:
License/Certification #: Issuing Authority:
5/11/2018 12:28:55 PM EnergyGauge(D USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of I
Manual S Compliance Report Job: 402 SAN CARLOS
wrightsoft Date: May 10, 2018
Entire House By: ENERGYCALCS.NET INC
WILCO HEAT AND AIR
ENERGYCALCS.NET INC 267 DELEON RD, DEBARY, FL 32713 Phone: 386-775-0908 Email: MAGGIE@ENERGYCALCS.NET License: RESNET#4557900
For:
402 SAN CARLOS AVE, SANFORD, FL 32771
g Mr. TO 0§207F U10AW",
M U,
1!
0194ffl
Design Conditions
Outdoor design DB: 93.0'F Sensible gain: 23445 Btuh Entering coil DB: 76.4*F
Outdoor design WB: 75.1 T Latent gain'. 2543 Btuh Entering coil WB: 63.2F
Indoor design DB: 75.0'F Total gain: 25988 Btuh
Indoor RH: 50% Estimated airflow: 1000 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: GENERIC Model:
Actual airflow: 1000 cfm
Sensible Capacity: 27400 Btuh 117% of load
Latent capacity: 2600 Btuh 102% of load
Total capacity: 30000 Btuh 11 51/o of load SHR: 91%
Z Y WR -A, K 8 W F `41 "
g, W L! V 3 fflmON?
Design Conditions
Outdoor design DB: 42.3'F Heat loss: 19044 Btuh Entering coil DB: 69.6F
Indoor design DB: 70.0'F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: GENERIC Model:
Actual airflow: 1000 cfm
Output capacity: 30000 Btuh 158% of load
Supplemental heat required: 0 Btuh
Meets all requirements of ACCA Manual S.
Capacity balance: b 'F
Economic balance: 0 *F
Flo- vVrj9htS0ft* 2018-May-11 12:27:11
Right -Suite@ Universal 2018 18.0.16 RSU19553
Page 1At&...Do.nI adsXWILCO HEAT AND AIR 402 SAN CARLOS.rup Calc = MJ8 Front Door faces: E
Building Analysis Job: 402 SAN CARLOS
wrightsoft- Date: May 10,2018
Entire House By: ENERGYCALCS.NETINC
WILCO HEAT AND AIR
ENERGYCALCS.NET INC 267 DELEON RD, DEBARY, I'L 32713 Phone: 386-775-0908 Email: MAGGIE@ENERGYCALCS.NET License: RESNET#4557900
NiVW_ 1753VNI'Mot: N'
For:
402 SAN CARLOS AVE, SANFORD, FIL 32771
56 s"'k70
Location: Indoor: Heating Cooling
Orlando Sanford AP, FL, US Indoor temperature (*F) 70 75
Elevation: 56 ft Design TD (T) 28 18
Latitude: 29'N Relative humidity 1(%) 50 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 22.9 38.1
Dry bulb (T) 42 93 Infiltration:
Dailyrange (T) - 17 M Method Simplified
Atetbulb(oF) - 75 Construction quality Semi -tight
Wind speed (mph) 15.0 7.5 Fireplaces 0
Component Btu hfiF Btuh of load
Walls 3.3 5218 27.4
Glazing 9.1 1816 9.5
Doors 10.8 454 2.4
Ceilings 0.9 1416 7.4
Floors 3.2 4838 25.4
Infiltration 1.3 1982 10.4
Ducts 3320 17.4
Piping 0 0
Humidification 0 0
Ventilation 0 0
Adjustments 0
Total 19044 100.0
Component Btu h/ft2 Btuh of load
Walls 2.2 3597 15.3
Glazing 20.5 4078 17.4
Doors 12.1 506 2.2
Ceilings 0.8 1248 5.3
Floors 0 0 0
Infiltration 0.5 693 3.0
Ducts 4903 20.9
Ventilation 0 0
Internal gains 8420 35.9
Blower 0 0
Adjustments 0
1 Total. 1 1 23"51 100.01
Latent Cooling Load = 2543 Btuh
Overall U-value = 0.102 Btuh/ftl-'F
Data entries checked.
Wri
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FF.
nfiltzltion
Gains
wwrightsoft- 2018-May-11 12:27:11
Right -Suite@ Universal 2018 18.0.16 RSU19553 Page 1
Downloads\WLCO HEAT AND AIR 402 SAN.CARLOS.rup Calc=MJ8 FrontDoorfaces: E
wrightsoft- Project Summary
Entire House
WILCO HEAT AND AIR
Job: 402 SAN CARLOS
Date: May 10, 2018
By: ENERGYCALCS.NET INC
ENERGYCALCS.NET INC 267 DELEON RD, DEBARY, FL 32713 Phone: 386-775-0908 Email: MAGGIE@ENERGYCALCS.NET License: RESNET#4557900
KIM x- SAR 21.Z
For:
Notes:
402 SAN CARLOS AVE, SANFORD, FL 32771
lxlle S, if,"ifin- rm'a-ti ngl!,,'
Weather: Orlando Sanford AP, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 42 *F Outside db 93 F
Inside db 70 'F Inside db 75 F
Design TD 28 *F DeOgn TD 18 oF
Daily range M
Relative humidity 50
Moisture difference 38 gr/lb
Heating Summary
Structure 15724 Btuh
Ducts 3320 Btuh
Central vent (0 cfm) 0 Btuh
gone)
Humidification
pipigg
Equipment load
Infiltration
Method
Construction quality
Fireplaces
0 Btuh
0 Btuh
19044 Btuh
Simplified
Semi -tight
0
Heatin Cool IVArea (ftJ 150T 15
Volume 15040 15040
Air changes/hour 0.26 0.14
Equiv. AVF (cfm) 65 35
Heating Equipment Summary
Make GENERIC
Trade
Model
AHRI ref
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Capacity balance point = 0 *F
8.5 HSPF
30000 Btuh@47'F
27 F
1000 cfm
0.053 cfm/Btuh
0.50 in H20
Sensible Cooling Equipment Load Sizing
Structure 18542 Btuh
Ducts 4903 Btuh
Central vent (0 cfm) 0 Btuh
none)
Blower 0 Btuh
Use manufacturer's data y
Rate/swin mul2lier 1.00
Equipmenysensi le load 23445 Btuh
Latent Cooling Equipment Load Sizing
Structure 1708 Btuh
Ducts 835 Btuh
Central vent (0 cfm) 0 Btuh
gone)
Equipment latent load 2543 Btuh
Equipment Total Load (Sen+Lat) 25988 Btuh
Req. total capacity at 0.91 SHR 2.1 ton
Cooling Equipment Summary
Make GENERIC
Trade
Cond
Coil
AHRI ref
Efficiency
Sensible cooling
Latent cooling
Total cooling
Actual air flow
Air flow factor
Static pressure
Load sensible heat ratio
15 SEER
27300 Btuh
2700 Btuh
30000 Btu h
1000 Cfrn
0.043 cfm/Btuh
0.50 in H20
0.90
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
44- wvrf9t1tS4:x1V1 2018-May-11 12:27:11
Right-SuiteS Universal 2018 18.0.16 RSU19553 Page I
Downloads\WILCO HEAT AND AIR 402 SAN CARLOS.rup Calc = MJ8 Front Door faces: E
re"M1r, Mq
Lira3 Level 1
Job #: 402 SAN CARLOS
WILCO HEAT AND AIRPerformedbyENERGYCALCS.NET INC fi
402 SAN CARLOS AVE ENERGYCALCS.NET INC 267 DELEON RD
SANFORD, FL 32771 DEBARY, FL 32713
Phone: 386-775-0908
MAGGIE@ENERGYCALCS. NET
Scale: 1 : 80
Page 1
Right-Suite(D Universal 2018
18.0.16 RSU19553
2018-May-1 1 12:27:30
HEAT AND AIR 402 SAN CARLOS.
wright.sofr Duct System, Summary Job: 402 SAN CARLOS
Date: May 10, 2018
Entire House By: ENERGYCALCS.NET INC
WILCO HEAT AND AIR
ENERGYCALCS.NET INC 267 DELEON RD, DEBARY, FL 32713 Phone: 386-775-0908 Email: MAGGIE@ENERGYCALCS.NET License: RESNET94557900
314:_1 "'AM 3, W A "j- ibd -'fdrma io-hi 'gig, 01h
For:
402 SAN CARLOS AVE, SANFORD, FL 32771
External static pressure
Pressurelosses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.50 in H20
0 in H20
0.50 in H20
0.403 / 0.097 in H20
0.274 in/l 00ft
1000 cfm
182 ft
Cooling
0.50 in H20
0 in H20
0.50 in H20
0.403 / 0.097 in H20
0.274 in/100ft
1000 cfm
Name
Design
Btuh)
Htg
cfm)
Cig
cfm)
Design
FR
Diam
in)
HxW
in)
Duct
Matl
Actual
Ln (ft)
Ftg.Eqv
Ln (ft) Trunk
be h 534 28 9 0.356 4.0 Ox 0 VlFx 18.3 95.0 st2
br2 h 1439 76 68 0.375 5.0 Ox 0 VlFx 17.5 90.0 st2
br3 h 3503 184 108 0.347 8.0 Ox 0 VlFx 21.2 95.0 st2
fyr h 1586 83 61 0.379 6.0 Ox 0 VlFx 16.5 90.0 st2
grt.kit c 4910 148 209 0.289 8.0 Ox 0 VlFx: 29.6 110.0 st3
grt.kit-B c 4910 148 209 0.274 8.0 Ox 0 VlFx 37.2 110.0 st3
mba h 1786 94 39 0.370 6.0 Ox 0 VlFx 18.9 90.0 stl
mbr C 2875 Ill 123 0.274 6.0 Ox 0 VlFx 37.2 110.0 st3
mbr-A C 2875 ill 123 0.373 6.0 ax 0 VlFx 18.0 90.0 stl
Wic C 1186 17 51 0376 4.0 Ox 0 VlFx 17.3 90.0 stl
Trunk Htg Clg Design V eloc Diam HxW Duct
Name Type cfm) cfm) FR fpm) in) in) Material Trunk
st2 Peak AVF 371 247 0.347 680 10.0 0 x 0 VinlFlx
st3 Peak AVF 407 541 0.274 689 12.0 0 x 0 Vin1Flx Stl
Stl Peak AVF 629 753 0.274 705 14.0
1
0 x 0 Vin1F1x
Boldlitalic values have been manually overridden
wrightsofto 2018-May-11 12:27:11
Right -Suite& Universal 2018 18.0.16 RSU19553 Page 1
DownloadsXWILCO HEAT AND AIR 402 SAN CARLOS.rup Calc = MJ8 Front Door faces; E
lA w- r- - - , " IIR 'I
Name
Grille
Size (in)
Htg
Cfm)
Clg
Cfm)
TEL
R
Design
FIR
Veloc
fpm)
Diarn
in)
HxW
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rbl Ox 0 1000 1000 35.3 0.274 566 18.0 Ox 0 VlFx rst3
Name
Trunk
Type
Htg
Cfm)
Cig
Cfm)
Design
FIR
Veloc
fpm)
Diam
in)
HxW
in)
Duct
Material Trunk
rst3 Peak AVF 1000 1000 0.274 566 18.0 0 x 0 VinlFlx
Fj+ wrightsoft- 2018-May-11 12:27:11
Rig ht-Su ite@ U niv ersal 2018 18.0.16 RSU 19553 Page 2
DownloadskVALCO HEAT AND AIR 402 SAN CARLOS.rup Calc = MJ8 Front Door faces: E
5 Udeg. 04 34" E IOU8' (M)
5 88cleg. 00'00" E 110,00'(P) 19Z4Z\
X 104,e
DRAIN DRAIN
X 104,4
IP4,(o X 104,4
1 -(o" 61DE SETBACK
X 10M
104,S- X X 104,4
UL
LOT: 11
LLI oil w, PROPOSED 35 x 55-0
c'c' Lu :105,0 104,(o
L"
104,S ONE STORY CMU Ion
all X: x
SINGLE FAMILY RESIDENCE VrN
105,10) E:jQ) Q)
z Z:
55
1.011
104,S X17-
X 104,4
l'-(o" 51DE SMACK
lb4,1 10 4, 4 DRAIN cz
103's
N 88dag, 00'00" W 11034':(H)'
N 88deg, 00' 00" UJ 110,00, (P)
LEGAL DESCRIPTION:
LOT 11, BLO KNII FAIRVIEW, A SU5DIVISIONA5 RECC
OF-T4E-PTBLIC: V-FC:ORD5 OF 5EMINqtE-,Q0UNTY, F
r.'-
WVLU PLANS
CONCRETE DRIVEWAY
AND UJALK
FLAT BOOK 41 PAGE 11,
DRAIN
25'-0"
u
if
LL
m
F
153)y 5 Wsg, 04 34 E
5 88clecl, 00' 00" E
ioe,8' (M)
110,00, (F)
X 104,S DRAIN
X 104,4
IP4,(o x 104,4
3RAII
1,-(011 61DE SETBACK
x 103's
X.
1 04, X X 104,4
LOT: 11
PROPOSED 35 -011 W, x 55,-0" 1),
3 U!
0
105,0 104,(o ru 1043 ONE STORY CMU I" sc,rl
X: to x SINGLE FAMILY RESIDENCE
Ln
tu
1.011 55
1.011
104,S
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1'4" SIDE SETBACK
61 104,4 DRAIN c"
N 88dee, Oc)
1 001, W
N tftleg, 00' 00" W
1 11 : 10'-0"
11034, (M)
110.00 (Fj
PU
6r: 7
q- /el -I
T
Ok to construct single family --- ho m- e
with setbacks and impervious area 1
shownonplan. So. L See-q,/
LEGAL DE5CRIPTION:
LOT 11, 5L 11 FAIRVIEW, A 6UBDIVI610NA6 RECORDEC:
1%, O-BL C CORD5 OF 5EMINQM--OUNTY, FLOR
CONCRETE DRIVEWAY
AND WALK
E3
DRAIN
25
1.011
SYM50LS
X PROPOSED GRADE
PLAT BOM--'4--P''AGE III
6
Z:
Z:
ME
c(I
Z: 0-
UJ
3
AG
RECORD COPY
CITY OF
Ski4Fn%-.VRD PRODUCT APPROVAL SPECIFICATION FORM
BUILDING DIVISION
Permit # 1 8 2 25 5 SAAIPOPD
RTVProjectLocationAddress (9
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the,
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available 'on the jobs.ite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category ISubcategory Manufacturer Product
Description
Florida Approval #
include decimal)
1. Exterior Doors
Swinging Masonite Front Exterior Door FL# 22513.8
Sliding American Craftsman Patio Sliding Door FL# 14998.1
Sectional CHI Doors Garage Door FL# 15012.16
Roll Up
Automatic
Other
2. Windows
Single Hung American Craftsman Bedrooms, Living,Room FL# 14911.1
Horizontal Slider
Casement
Double Hung
Fixed American Craftsman Bathroom Window & Foyer FL# 14918
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
June 2014 1
Category / Subcategory Manufacturer Product
Description
Florida Approval b
including decimal,
3. Panel Walls
Siding
Soffits Amerimax Soffit FL-5896
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles Tamko Roof Shingles FL-18355-R2
Underlayments Mid States Asphalt and Cantstrip Undedayments FL-15067.3
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
stems
Roofing slate
Cements/
Adhesives
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other Millennium Metais Roofing Accessories FL-16568-Ri
June 2014
Category Subcategory Manufacturer Produ - ct
Description
Florida Approval h
include decimal)
5. Shutters
Accordion
Bahama
Colonial
Roll up
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
domponents
Wood Connectors
Anchors
Truss Plates Accuspan Truss FLA 999
Engineered Lumber Buck Lumber Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name— j cv-1,eil &,"t//
Please Print)
June 2014
3 SHINGLE LOADING
RECOM COPY
139 m.p.h. WIND
EXPOSURE C 5
12
5 Sl GE
6-3/16" HEEL2'
LLJ
0
3.65
12
16"
2'
LLJ n OVERHANG
2'
PLUMB CUT
TYPICAL TRUSS END
cf
0
n
c)
A M S B 11 0 T H Er R S
UNI FSS NOTED ON I AYOUT.
ALL ROOF TRUSS HIANGERS ARE
SIMPSON H,S26 ORHGUS26-2AND
AIL DOOR HANGERS ARE THA422
UNI E:SS NOTED OTHERWISE.
2'
S3 2'
2'
BEARING HEIGHTS HANGER TAKEOFF
2' 8'-0" HEIGHT
z
Q)
ll'-4" HEIGHT
2'
In
0
2'
NOTE
IT I$ THE RESPONSIBILITY OF THE BUILDING DESIGNER OR
ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES
TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS
ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT
AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE
MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT
PRIOR 70 FABRICATION.
u
1 8 55
10'8
2'
2'
ry
0
Lc) Ln
0
Lc)
Ln
UIL iDq,
A
AN
THIS COMPANY IS A TRUSS MANUFACTURER WHOSE
RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA
1-1995 '.DESIGN RESPONSIBILITIES". ACCORDINGLY, IT DISCLAIMS
ANY RESPONSIBILITIES AND/OR LIABILITY FOR TH CONSTRUCTIONISDESIGN, DRAWINGS. DOCUMENTS INCLUDING THE NSTALLATION AND
BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY.
S2 2'
2'
WARNING
CONVENTONAL FRAMING, ERECTION AND/OR PERMANENT BRACING IS
NOT THE'RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE
MANUFACTURER, OR TRUSS MANUFACTURER. PERSONS ERECTING
TRUSSES ARE CAUTIONED 70 SEEK PROFESSIONAL ADVICE
REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO
PREVENT TOPPLING AND DOMINGING DURING ERECTION; AND
PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC
APPLICATIONS. SEE "GUIDE TO GOOD PRACTICE FOR HANDLING,
INSTALLING, RESTRAINING & BRACING OF METAL PLATE CONNECTED
INCOO TRUSSrS R COMMENDATIONS"
3CS1 2006) -OR FURT ER INFORMATION.
TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB
P OSITION. WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP
OM CHAND/OR BOTT ORDS. THEY SHALL BE BRACED AS SPECIFIED
ON THE ENGINEERED DESIGN TRUSSES SHALL BE HANDLED WITH
REASONABLE CARE DURING EREC71ON 70 PREVENT DAMAGE OR
PERSONALINJURY
2'
2'
LLJ
2'
CL
0 <
CE 2'
F)
L)
ATTENTION
APPROVAL OF THIS TRUSS LAYOUT IS
NECESSARY BEFORE FABRICATION CAN BEGIN.
VERIFY SPANS, PITCHES, OVERHANGS, HEELS
ui
o 2'
nn-
22,
SIB AND BEARING CONDITIONS. ACCEPTANCE OF
2'
V)
1
n
D
D Al GE
THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY.
TRUSSES WILL BE BUILT PER THIS LAYOUT.
I
2 El R OF FLO' ROOF FLOOR0
CJE co
B2 2
T SES TRUS! TRUSSES TRUSSESRU7-
E213
G3
0
BI
2
Gl
32GE
TACCU-SPAN TRUSS CO.
407-321-1440 / 386-872-5098 / 352-557-4901407- 32
LONGWOOD ORMOND BEACH MASCOTTEON, 12CUSTOMER
TPN PROPERTIES
BlGE
I
OBNAME
A E L LF) N V I L L E- V— Z- F L
12' 18'8 LOT/BLK/SUBDIV
S A t,\ C A402 RI 0-
3 5'— SCALE DATESO By NUMBER
4-10 18
DRAWN JOB
MIKE T. 20115
Alpine, an ITW Company
6750 Forum Drive, Suite 305
Orlando, FL 32837
Phone: (800)755-6001
alpineitw.com
ite Information:
tomer Accu-Span Truss Company Job Number 20115
Description: MELLONVILLE V2 /MELLONVILLE V2 -PNT Properties
tress: 402 SAN CARLOS City, State, Zip: SANFORD, FL
Name, Address and License # of Structural EOR if one exists for the building:
Narrie: License #:
Address: City, State, Zip:
State.
ob Engineering Criteria:
ign Code: FBC 2017 RES I View Version: 17.02.01.1114.21 JRef #: iWa04080025
ldStandard: ASCE7-10 Wind Speed (mph): 139 RoofLoad(pso: 20.00-7.00-0.00- FloorLoad(pso: None
10.00
This package contains a job notes page, 14 truss drawings and 9 details.
Item Seal # Truss
1 101.18.0930.25412 AlGE
3 101.18.0930.25054 B1 GE
5 101.18.0930.25490 E 1
7 101.18.0930.25491 G1
9 101.18.0930.25116 G3
11 101.18.0930.25584 S1B
13 101.18.0930.25084 S2
Florida Certificate of Product Approval #FL1999
Item Sea4 Truss
2 101.18.0930.25055 B 1
4 101.18.0930.25365 B2
6 1,01.18.0930.25616 E2GE
8 101.18.0930.25056 G2GE
10 101.18.0930.25100 S1
12 101.18.0930.25414 SlGE
14 101.18.0930.25242 S3
SANTORD
1 8 2 2 55
0. 648
Alz-
ko'_"e 16 0
Wit
This d6cument lh s been electron ica I ly signed
and sealed using . Digital Signature. Printed
copies without an original signature must be
04/11/2018
verified using the original electronic version.
Printed 4/11/2018 10:46:47 AM
Job Number: 20115
MELLONVILLE V2
Truss Label: AlGE
T
7"
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld 37.00
NCBCLL 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Ply: I SEQN 92329 1 Tl GABL Cust: R4081 1
JRef: 1VVa04080025
Qty: I FROM: MT DrwNo: 10 8.0930.25412
KM / DF 04/11/2018
6'1 "6 11?"' 1 7-6"
61 -6
1 51" 1
1 1..11
4'
7-6" 2- P] 4' 5X6
TY ) i
A
22'11"13 285'l 5 3.5
i "'.. 1 6.j5'5"13
12'0"4 4'3"12 j 18,81, -1
6" 526 '2 5 1 5' '1 6*4"l 1 1161, 4 -d711906 -2 1 T2,", 231'1 1 1 35'
Wind Criteria
Wind Std: ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: 11
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf .
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.50 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense : B3 2x6 S P #2:
Webs 2x4 SP #3
Lt Slider 2x4 SP #3: BLOCK LENGTH = 4.182'
Plating Notes
All plates are 2X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
See DWGS A14015ENC101014 & GBLLETIN01 18 for
gable wind bracing and other requirements.
Shim all supports to solid bearing,
co —s) V4"
0, I
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (lbs), or *=PLF
Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL 1W
Pf: NA Ce: NA VERT(LQ 0.108 C 999 240 B 501 /186 /240 /234 /7.6
Lu: NA Cs: NA VERT(TL): 0.320 C 754 180 AK-352 /84 /200 /51.7
Snow Duration: NA HORZ(LL): 0.047 C - - AL 812 /260 1537 /7.6
HORZ(TL): 0.087 C Wind reactions based on MWFRS
Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.5
Bldg Code: FBC 2017 RES MaxTCCSI: 0.410 AK MinBrgWidthReq= -
TPI Std: 2014 Max BC CSI: 0.630 AL Min Brg Width Req = 1.5
Rep Factors Used: Yes Max Web CSI: 0.729
Bearings B, AK, & 0 are a rigid surface.
Bearings B, AK, & 0 require a seat plate. FT/RT:0(0)/l 0(0)
Plate Type(s): Members not listed have forces less than 375#
WAVE VIEWVer: 17.02.01A.1114.21 Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-C 874 -1252 M-N 610 -761
C - D 880 -1167 N - 0 785 -1238
A, 47
0 R \'Do NO 0, R06M.00. ) -itOv "g;
40278
04/11 018
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-Y 1138 -682 R - Q 1073 -595
Y-X 1084 -654 Q - 0 1076 -594
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Y-D 728 -346 T-M 424 444
D-X 712 -1153 T-R 752 367
W-G 283 -441 R - N 328 -487
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building06ComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erlyattacheTrimidcefliny. Locations shown forpermanent lateral restraint of webs shall have bracinq ins . lalled per BCSI sections B3 B7 or 910asapplicade. App y v.,Iates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwis. Refer to'
drawings 160A-Z for s andard plate positions.
Alpine, a division of ITW BuildinQ Components Group Inc. shall not be'responsible for any deviation from this drawing,any failure to build the
ALPINE
truss in conformance with ANSI/TPI 1, or for handlinj shippinp, installation and bracing of trussesA seal
AN COMPANY
listing this drawing, indicates acceptance of ) ,
on this drawing or cover paqe 6750 Forum Driveessionaengmeermresponsibilitysolelyforthedesignshown. The suitabilityanduseofthisdrawingforanystructureisAr.oresponsibility of the guilding Designer per ANSIfTPI 1 Sec.2. Suite 305
lFor more information see this job's general notes page and these web sites: ALPINE: .alpineitw.corn; TPI. Apinst.org; sack .sbcindustryxorn; ICC: .jccsafe.org Orlando FL, 32821
Job Number: 20115 ply:: 1 SEQN: 92332 / T4 / COMN Cust: R R408 JRef: 1 Wa04010021
MELLONVILLE V2 Qty 1 FROM: MT DrwNo: 101.18.0930.25055
TrussLabel: B1 KM / OF 04/11/2018
T
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 1000
Des Ld: 37.00
NCBCLL 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
6-3L
8 6' 11'10"8
8 510"8 5'10"8
4XIS
D
12 5 3X4 3X403X4 3X4
5 C E
H
5X6
F
A G
3.65
12 1113X6(E3) III "W613 :—:z 3X6(E3)
V13" --
7 1
7 1
Wind Criteria
Wind Std: ASCE7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: 11
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWIFIRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall Any
GCpi: 0. 18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SIP #2 Dense
Webs 2x4 SP #3
Lt Slider 2x4 SP #3: BLOCK LENGTH 4.182'
Rt Slider 2x4 SP #3: BLOCK LENGTH 4.182'
Wind
Wind loads based on MWIFIRS with additional C&C
member design.
12'
5'4"6
6'
64"15
11'4"6
7" 1
l 24
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: INA PIP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL
Pf NA Ce NA VERT(LL): 0.095 C 999 240 B 542 / 161 /297 /98
Lu: INA Cs- NA VERT(TL): 0.250 C 834 180 1 542 /161 /297 / -
Snow Duration: NA HORZ(LL): 0.058 H - - Wind reactions based on MWIFIRS
HORZ(TL): 0.105 H B Min Brg Width Req = 1.5
Code / Misc Criteria Creep Factor: 2.0 1 Min Brg Width Req = 1.5
Bldg Code: FBC 2017 RES Max TC CSI: 0.376 Bearings B & F are a rigid surface.
TPI Std: 2014 Max BC CSI: 0.433 Bearings B & F require a seat plate.
Ren Factors Used: Yes Max Web CSI: 0 393
W
7.6
7.6
FT/RT:0(0)/10(0)
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
WAVE VIEW Ver: 17.02.01A.1114.21
B-C 1029 -1522 D - E 963 -1438
C - D 992 -1438 E - F 1038 -1522
41$'
5fAT E CA
IN, 4 OR\Vr *
40278
IONAILV
4;1;ltI4;;jU10
04/11/2018
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - H 1395 -783 H - F 1395 -783
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
D - H 857 -390
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingceComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporarybracingerBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattacheTradceiliny,. Locations shown for permanent lateral restraint of webs shall have brJa0c, P inslalled per BCSI sections B3 B7 or 910asapplicalbe. App y ?,,Iates to each face oftruss and position as shown above and on the n Details, unless noted otherwis6. Refer to'
drawings 16DA-Z for s andard plate positions.
Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ALPINE
truss in conformance with ANSI/TPI 1, or for handlinj shippiy installation and bracing of trussesA seal
AN COMPANY
listing this drawing, indicates acceptance of pr ) I
on this drawing or cover page
o essiona engineering responsibility solely for the design shown. 6750 Forum Drive
and use of this rawing for any structure is the responsibility ofthe Building Designer per ANSIITPI 1 Sec.2. The suitability
Suite 305
For more information see this job's general notes page and these web sites: ALPINE: .alpineitw.corn;TPI: .tpinst.orq;SSCA: .sbcindustry.com;ICC: Jccsafe.org Oriando FL, 32821
Job Number: 20115 ply:: 1 SEON 92335 / T13 / GABL Cust: RR408 JRef: lWa040110075—]
MELLONVILLE V2 Qty 1 FROM: MT DrwNo: 101.18.0930.25054
Truss Label: BIGE KM / DF 04/11/2018
6. 11,10,18 12'
510"8 5 10--8 1118
4X6
D
12 3X4
55 3X4 E03X4
3X4
5 E-7-1 C
E
0 T H
9) 5X6
B F
6-3 A G
65 165
12
12'
5'4"6 5'4"6 7-1
6' 11'4"6 1
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (lbs), or *=PLF
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL /W
TCDL 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.095 E 999 240 F 90 /27 /37 /- /8 /143
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.251 E 833 180 Wind reactions based on MWFRS
BCDL: 1000 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.058 H - - F Min Brg Width Req = -
Des Ld: 37.00
EXP: C
HORZ(TL): 0.106 H Bearing B is a rigid surface.
NCBCLL 10.00
Mean Height: 15.00 ft
TCDL: 4.2 psf
Code / Misc Criteria Creep Factor: 2.0
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 20'17 RES Max TC CSI: 0.384 Members not listed have forces less than 375#
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.434 Maximum Top Chord Forces Per Ply (Ibs)
Spacing: 24.0 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0 382 Chords Tens.Comp. Chords Tens. Comp.
Loc. from endwalli Any FT/RT:0(0)/10(0) B-C 1031 -1524 D-E 963 -1424
GCpi: 0.18 Plate Type(s): C - D 992 -1439 E - F 1015 -1523
Wind Duration: 1.60 WAVE VIEWVer: 17,02.01A.1114.21
Lumber Maximum Bot Chord Forces Per Ply (Ibs)
Top chord 2x4 SP #2 Dense Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP #2 Dense B - H 1396 -783 H - F 1396 -783
Webs 2x4 SP #3
Lt Slider 2x4 SP #3: BLOCK LENGTH 4.182'
Rt Slider 2x4 SP #3: BLOCK LENGTH 4.874' Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
Plating Notes D - H 855 -386
All plates are 3X6(E3) except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
A E
40278
04/11/2018
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatinq, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and.SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary.
bracingTqr BCS1. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erlyattacheriqidceilinq. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3 B7 or 910, as applicable. Apply, to each face of truss and as shown above and on the Join' Details, unless noted otherwis6. Refer toOatesposition
drawings 160A-Z for s andard plate positions. ALPINEAlpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetrussinconformancewithANSITTPI1. or for han&4 shippin?, installation and bracing of trussesA seal on this drawing or coverspa elistingthisdrawing, indicates acceptance pro essiona engineerin responsibility solely for the design shown. The Ability 6750 Forum Drive
COMPAW
9f u, and use of this rawing for any structure is the responsibility of the auilding Designer per ANSI/TPI 1 Sec.2. Suite 305
For more information see this job's general notes page and these web sites: ALPINE: .alpineitw,conn; TPI: Apinst.org; SBCA: sbcindus",conn; IM .iccsafe,org Orlando FL, 32821
j N--b- 20115bNb
Mr-tLLONIIL'L:E V2
Tn. sTruss Label: 62
T
A
6'
5'10"8
D
12 55 3X4
5 C
G
5X6
I — 1 3.65
III3X6 3 12
N6 E 3)
Ply: 1 SEQN: 92338 / T11
Qty: 2 FROM: MIT
117' 12
11712
57'12
3 X 4
E
F
III 3X6 E
Z-23x4fF. )
Cust:RR408 JRef: lWa0408002
DrwNo: 101.18.0930.25365
KIM I OF 04/11/2018
8'
1'6" —
54"15 5'4"6
7 "l
7"10
6 11'4"6
3"6
fr 111 2
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PIP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.094 C 999 240 B 534 / 160 / 291 /81 /7.6
BCLL: 0.00 Enclosure: Closed Lu: INA Cs: INA VERT(TL): 0.254 C 803 180 F 438 / 119 /221 / - 13.4
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.054 G - - Wind reactions based on MWIFIRS
Des L& 37.00
EXP: C HORZ(TL): 0.100 G B Min Brg Width Req = 1.5
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.2 psf
Code / Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = 1.5
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.408 Bearings B & F are a rigid surface.
Load Duration: 1.25 MWIFIRS Parallel Dist: 0 to h/2 TPI Std* 2014 Max BC CSI: 0,433 Bearings B & F require a seat plate.
Spacing: 24.0 C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.551
Members not listed have forces less than 375#
Loc. from endwall: Any FT/RT:0(0)/10(0)
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60 WAVE VIEWVer: 17.02.01A.1114.21
Lumber
B - C 1165 -1458 D - E 1162 -1386
C-D 1134 -1374 E-F 1157 -1456
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs)
Lt Slider 2x4 SP #3: BLOCK LENGTH 4.182' Chords Tens.Comp. Chords Tens. Comp.
Rt Slider 2x4 SP #3: BLOCK LENGTH 3.445'
B - G 1334 -1000 G - F 1333 -998
Wind
Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply (Ibs)
member design. Webs Tens.Comp.
D-G 819 -504
4 ATE
4 0 2 7
quawn, twat
04/11/2018
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCS1 (Building
Component Safety Information, by TPI an SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary.
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly
attached rigid ceiliny. Locations shown for permanent lateral restraint of webs shall have bracinq Installed per BCSI sections B3, B7 or 9pasapplicabe. Apip y to each face oftruss and position as shown above and on the Joinf"Details, unless noted otherwise. kefe toOatesdrawings160A-Z for s andard plate positions. ALPINE
Alpine, a division of ITW BuildinhComponents Group Inc. shall not be responsible for any deviation from this dfawing,any failure to build the
truss in conformance with ANSI PI 1, or for handlinj shipipin, installation and bracing of trussesA sea[ on this drawing or coverspa elistingthisdrawing, indicates acceptance of pro) essiona engineerin respo nsibility solely for the design shown. The ' Pabilityguilding
6750 Forum Drive
Suite 305anduseofthisrawingforanystructureistheresponsibilityoftheDesignerperANSI1TPI1Sec.2.
For more information see this job's general notes page and theseweb sites: ALPINE: .alpineitw.com; TPI: Apinst.orq; SBCA: .sbcindustry.corrr, JCC: Jccsafe.org Orlando FL, 32821
J N.-b. r: 20115bb
ME'LL ONVIL LE V2
T" s Truss Label: El
Ply: 1 SEQN: 92341 / T5
Oty: 1 FROM: MIT
2'10" 58"
2'10" 210"
3X4
12 C
Cust:RR408 JRef: 1Wa04080025
DrwNo: 101.18.0930.25490
KM / DF 04/11/2018
B D
A E
11-4"
2X4(Al) =2X4(Al)
4" 4"
5'
1'6"
5'8"
5'8"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (lbs)
TCLL: 20.00 Wind Std: ASCE7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc,L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed.: 139 mph Pf NA Ce: NA VERT(LL): 0.002 999 240 B 299 / 92 /201 /64 /4.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.005 999 180 D 299 / 92 /201 / - /4.0
BCDL: 10.00 Risk Category: 11 Snow Duration NA HORZ(LL): -0.001 - - Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
Mean Height: 15.00 ft
HORZ(TL): 0.002 B Min Brg Width Req = 1.5
NCBCLL: 10.00 TCDL: 4.2 psf
Code / Misc Criteria - Creep Factor: 2.0 D Min Brg Width Req = 1.5
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.427 Bearings B & D are a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 MaxBCCSI: 0.151
Spacing: 24.0 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Members not listed have forces less than 375#
Loc. from endwall: Any FT/RT:0(0)/10(0)
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VI EW Ver: 17.02. 01 A. 1114.21
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left and right cantilevers are exposed to wind
q A E 61F
4,
0 R\V
1 -vow*-*
0 27 IN 1L1111114L,Wllj
04/11/2018
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
c cComponentSafetyInformation, by TPI an SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporarybracingperBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly
attached rMid ceiliny,. Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3 B7 or B1 0asapplicabe. App y ,,Iates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwis6. Refer to'
drawings 160A-Z for s andard plate positions.
Alpi
I
ne, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ALPINE
truss in conformance with ANSIFrPI 1, or for handlinj shippiy installation and bracing of trussesA sea] on this drawing or cove e
COMPANY
listing this drawing, indicates acceptance of pro) essiona engineerm responsibility solely for the design shown. The isp.12ability 6750 Forum Drive
and use of this rawing for any structure is the responsibility of the guilding Designer per ANSI/TPI 1 Sec.2. Suite 305
IFor more information see this job's general notes page and these web sites: ALP(NE: .alpineim corn, TPI: Apinst.org SBCA .sbcindustry,com; ICC: iccsafe.org Orlando FL, 328211
LJObLN
b.e, 5 p, EOQMN 92344 1 T81 CO MNI RR4J Re 4010025SCus "8 ' 1W 0
MT 0 1"91y1FIRD-N
30 2518
0
M Izz ONV LL E V2 Q 101 0 '1
T,., 'M 1 11 01, b 2GE DF 4 12
T
210 "
1
5'8"
2'10" 2'10
3X4
12 C
B D
Q
A E
2X4(Al) 2X4(Al)
1'6"
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 WindStd: ASCE7-10
TCDL 7.00 Speed: 139 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: 11
Des Ld: 37.00
EXP: C
Mean Height: 15.00 ft
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpj: 0. 18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SID #2 Dense
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left and right cantilevers are exposed to wind
51
1
4'
5'8"
58"
Snow Criteria (Pg,Pf in PsF) Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl LJ#
Pf NA I I Ce: NA VERT(LL): 0,002 999 240
Lu: NA Cs: NA VERT(TL): 0.005 999 180
Snow Duration: NA HORZ(LL): -0,001 -
HORZ(TL): 0.002
Creep Factor: 2.0Code / Misc Criteria
Bldg Code: FBC 2017 RES MaxTCCSI: 0.427
TPI Std 2014 Max BC CSI 0.151
Rep Factors Used: Yes Max Web CSI: 0.000
FT/RT:0(0)/10(0)
Plate Type(s):
VI EW Ver: 17.02. 01 A. 1114.21WAVE
04/11/2018
TE O/F
0
64 0
NAIL
A Maximum Reactions (Ibs)
Loc R / U /Rw /Rh /RL / W
B 299 / 92 /201 /64 14.0
D 299 / 92 /201 / - /4.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = 1.5
Bearings B & D are a rigid surface.
Members not listed have forces less than 375#
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING I
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatino, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
c EComponentSafetyInformation, by TPI an SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properlyattaches,r, d eilh Locations shown for
b% A
npy I a _
perma nent latera I restrai nt of webs shal I have braci n q i nsla I led pe r BCSI sections B3 B7 o r B 10
as appl tes to each face oftruss and position as shown above and on the Joint"Details, unless noted otherwis6. kefer to'
drawings 160A-Z for s andard plate positions.
Alpine, a division of ITW Buildin ALPINE
hComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetrussinconformancewithANSIPI1, or for handlinj shippinp, installation and bracing of trussesA seal on this drawing or cover paqe
AN l MMNY
listing this drawing, indicates acceptance of pro) essiona engineerm respons,ibility solely for the design shown. The suifa
I
bility 6750 Forum Drive
and use of this rawing for any structure is the responsibility, of the Ruilding Designer perANSUTPI I Sec.2. Suite 305
IFor more information see this job's general notes page and these web sites: ALPINE: .alpineitwccm: TPI: w.tpinst,ofg; SBCA, .sbcindustry,com; ICC: iccsafe,org Orlando FL, 32821
Job Number: 20115 ply:: I SEQN* 92347 / T6 / COMN Cust RR408 1JRef: lWa04O8OO25
MELLONVILLE V2 Qty I FROM: MT DrwNo: 101 8 0930.25491
Truss Label: Gl KM / DF 04/1112018
t33
9'4" 14'10" 18'
05'6" 56"
i
4X6
D
18'8"
8'
1'6" 1 64" 6 . 6'4""
6'4" 12'4" 18'8
1'6"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/clefl L/# Loc R / U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 139 mph Pf: NA Ce NA VERT(LL): 0.070 H 999 240 B 885 /340 /440 /133 /7.6
BCLL: 0.00 Enclosure: Closed Lu* NA Cs: NA VERT(TL): 0.165 H 999 180 J 885 /340 /440 /- /7.6
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.029 H - - Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C HORZ(TL): 0.049 H B Min Big Width Req = 1.5
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.2 psf
Code / Misc Criteria Creep Factor: 2.0 J Min Big Width Req = 1.5
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0 . 581 Bearings B & F are a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std 2014 Max BC CSI: 0.662 Bearings B & F require a seat plate.
Spacing: 24.0 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0. 148
Members not listed have forces less than 375#
Loc. from endwall: Any FT/RT:0(0)/10(0)
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0. 18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60 WAVE VI EW Ver: 17.02. 0 1 A. 1114.21
Lumber
B-C 825 -1502 D-E 709 -1327
C-D 709 -1327 E - F 824 -1502
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Special Loads
B - 1 1329 -662 H - F 1329 -675
Lumber Dur.Fac.=1.25 Plate Dur.Fac.=1.25) I - H 950 -400
TC: From 55 plf at 1.50 to 55 pIf at 20.17
BC: From 4 plf at 1.50 to 4 pIf at 0.00
BC: From 20 pit at 0.00 to 20 plf at 6.89 Maximum Web Forces Per Ply (Ibs)
BC: From 60 plf at 6.89 to 60 plf at 11.75 Webs Tens.Comp. Webs Tens. Comp.
BC: From 20 pif at 11.75 to 20 plf at 18.67
BC: From 4 plf at 18.67 to 4 plf at 20.17 1 - D 388 -143 D - H 389 -142
Wind
Wind loads based on MWFRS with additional C&C
member design. 1!1
A 0, TE
OR
40278
04/11/2018
WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING1
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatinq, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
c eComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a proge rl Ago&
attached riqid ceilinq. Locations shown forpermanent lateral restraint of webs shall have bracinq installed per BCSI sections B3 B7 or B10
as applicable. AppTy v,.Iates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwis6. Refer to
drawings 160A-Z for s andard plate positions. ALPINE
Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI/TPI 1, or for handling, shipping, installatiqn and bracing of trussesA seal on this drawing or cover pape tyilistingthisdrawinindicatesacceptanceofprOTessionarengineeringresponsibilitysolelyforthedenshown. The sui abil 6750 Forum Drive
Suite 305anduseofthisgrawingforanystructureistheresponsibilityoftheuildingDesignerperANSI[TPI lsSigec . 2.
For more infOFmation see this job's general notes page and 4hese web sites ALPINE www,alpineim.corn TPI: -1pinsLorg; SBCA: www.sbcindustry,corn; 1CC: www.iccsafe,org Orlando FL, 32821
Z040"01125
0
Job Number: 20115 Ply: 1 SEQN: 92350 / T7 / GABL Cust RR408t JRef 1VVa04080025
MELLONVILLE V2 Qty: 1 FROM: NIT DrwNo 101.18.0930.25056
Truss Label: G2GE KM / DF 04/11/2018
Loading Criteria (psf)
TCLL: 20.00
TCDL* 7.00
BCLL 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
94"
94" 94"
T4" 2'
TYP) 4X6
F
1'6"
Wind Criteria
Wind Std: ASCE7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: 11
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Plating Notes
All plates are 2X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
See DWGS A14015ENC101014 & GBLLETIN01 18 for
gable wind bracing and other requirements.
18'8"
18V
18'8"
1'6" -
4 8'
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (lbs), or *=PLF
Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL /W
Pf NA Ce- NA VERT(LL): 0.000 E . 999 240 J 84 /25 /38 /- /7
Lu: NA Cs: NA VERT(TL): 0.001 E 999 180 Wind reactions based on MWFRS
Snow Duration: NA HORZ(LL): -0.001 E - - J Min Brg Width Req = -
HORZ(TL): 0.001 G Bearing B is a rigid surface.
Code / Misc Criteria Creep Factor: 2.0
224
Bldn Code: FBC 2017 RES Max TC CSI: 0216 Members not listed have forces less than 375#
TPI Std: 2014 Max BC CSI- 0.070
Rep Factors Used: Yes Max Web CSI: 0.058
FT/RT:0(0)110(0)
Plate Type(s):
WAVE VIEW Ver: 17.02.01A.1114.21
J,
ATE
0 R\V
ONAII- 0 278 ej-,
04/11/2018
WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING I
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingceComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattachedriqidceilinq. Locations shown forpermanent lateral restraint of webs shall have bracinq inslalled per BCSI sections B3 B7 or 910
as applicaffle. AppTy Oates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwis6. Refer to'
drawings 160A-Z for s andard plate positions. ALPINE
Alpine, a division of ITW Buildin,,$Components Group Inc. shall not be responsible for any deviation from this drawing,apy failure to build the AN ffW COMPANY
truss in conformance with ANSI . PI 1, or for handlin shippin?, installation and bracing of trussesA seal on this drawing or cover paqe 6750 Forum Drive
listing this drawin indicates acceptance of pro) essiona engineerinq responsibility solely for the de n shown. The suif-ability
Suite 305anduseofthisgrawingforanystructureisfireresponsibilityoftheBuildingDesignerperANSIrl-PI 112ec . 2.
For more information see this job's general notes page and these web sites: ALPINE: .alpineitw corn; TPI Jpinstorg; SBCA: .sbcindustry com; ICC: iccsafe.org Orlando FL, 32821
Job Number: 20115
MELLONVILLE V2
Truss Label: G3
L
Ply: 1 . SEQN: 92353 / T9 /
COMI
Cust RR408 JRef 1VVa04080025
Qty: 2 FROM: MT DwNo 101.18.0930.25116
KM / DF 04/11/2018
3 4 1 8'11 "4 14'5"4 1 18'3"4
3 :4 5.6,
i 5'6" 1 T-1 0"
4X6
D
18'3"4
5 11 4
6
11,11"4
6'4"
18'3"4
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)
TCLL: 20.00 WindStd ASCE7-10 Pg: NA Ct, NA CAT: NA PP Deflection in loc L/defl L/# Loc R U . /Rw /Rh /RL /W
TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.059 H 999 240 A 767 281 /353 /- /116 /2.9
BCLL- 0.00 Enclosure: Closed Lu NA Cs: NA VERT(TL): 0.140 H ' 999 180 j 868 1 329 / 435 1 - / - 1 76
BCDLa 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.024 H - Wind reactions based on MWFRS
Des Ld 37.00 EXP: C HORZ(TL): 0.041 H A Min Brg Width Reg 1.5
NCBCLL: 10.00
Mean Height: 15.00,ft
Code / Misc Criteria Creep Factor: 2.0 J Min Brg Width Reg 1.5
Soffit: 2.00
TCDL: 4.2 psf
Bldg Code: FBC 2017 RES Max TC CSI: 0.564 Bearings A & F are a rigid surface.
Load Duration: 1.25
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2 TPI Std* 2014, Max BC CSI: 0.651 Bearings A & F require a seat plate.
Spacing: .24.0 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.302
Members not listed have forces less than 375#
Loc. from endwall: Any FT/RT:0(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0. 18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60 WAVE VIEWVer: 17.02.01A.1114.21
A - 940 -1467 D - E 724 -1284
Lumber B-C 892 -1434 E-F 943 -1463
Top chord 2x4 SP #2 Dense C - D , 774 -1289
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp. Chords Tens. Comp.
Special Loads A - 1 1295 -714 H - F 1294 -694
Lumber Dur.Fac.=1.25 Plate Dur.Fac.=1.25) I - H 917 - 402
TC: From 55 plf at 0.00 to 55 pif at 19.77
BC: From 20 alf at 0.00 to 20 pif at 6.84
BC: From 60 plf at 6.84 to 60 plf at 11.22 Maximum Web Forces Per Ply (Ibs)
BC: From 20 plf at 11.22 to 20 plf at 18.27 Webs Tens.Comp. Webs Tens. Comp.
BC: From 4 plf at 18.27 to 4 plf at 19.77
1 - D 378 -160 D - H 375 -134
Wind
Wind loads based on MWFRS with additional C&C 19111111wijb
member design. 1z rl P.
M
65ATE
4
40 278 NA1-
04/11/2018
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly
attached rijid ceiliny. Locations shown forpermanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3 B7 or,91 0
3 '
4912b!-,
as applicab e. App y ,,Iates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwis. Refer to'
drawings 16OA-Z for s andard plate positions. ALPINE
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN COMPANY
truss in conformance with ANSIFI-Pl 1, or for handl% shippin?, installation and bracing of trussesA seal on this drawing or cover page 6750 Forum Drive
listing this drawing, indicates acceptance of pro) essiona engineenn respons,ibility solely for the design shown. The suif-abilityanduseofthisrawingforanystructureisfheresponsibilityoftheguildingDesignerperANSI/TPI 1 Sec.2. Suite 305
For more information see this job's general notes page and these web sites ALPINE: — alpineit-com; TPI: Apinst.org; SBCA: .sbcindustry.com; ICC. Jccsafe.org Orlando FLI 32821
Job Number: 20115 ply:: 1 SEQN: 92356 / T3 /
COMI Cust RR408 JRef: 1Wa04080025
MELLONVILLE V2 Qty 5 FROM: MT DrwNo: 101.18.0930,25100
Truss Label: S1 KM / DF 04/11/2018
21 '1' 1 P"' 1 1 1762 11 i3 097 i-iO--1 1 6'1""
t
T\\QX8
3X10(B12R) B
F3 A
22 11" 10 L17' 13. 35'
5-5-10 3.8,.i 8'4"3
5X6F
117X1012X4
35'
4X12 — 5X6
1 5311 57'13 1 5,3,16 5"12 5'9"2 37 1.. 87'13 1,6"
10
511 "5
1111
11 16'10"8 i3li'W'41 23'1"6 35'
0
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R U /Rw /Rh /RL W
TCDL: 7.00 Speed: 139 mph Pf NA Ce: NA VERT(LL): 0.622 P 670 240 R 1412 405 / 770 /259 7.6
BCLL 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 1.685 P 361 180 S 1402 /407 /781 / - 7.6
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.337 K - - Wind reactions based on MWFRS
Des Ld: 37.00
EXP: C
HORZ(TL): 0.626 K R Min Brg Width Req = 1.6
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.2 psf
Code / Misc Criteria Creep Factor: 2.0 S Min Brg Width Req = 1.5
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.769 Bearings R & I are a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.953 Bearings R & I require a seat plate.
Spacing: 24.0 C&C Dist a: 3.50 ft Rep Factors Used: Yes Max Web CSI: 0.977
Members not listed have forces less than 375#
Loc. from endwall: Any FT/RT:0(0)/10(0)
Maximum Top Chord Forces Per Ply (lbs)
GCpi: 0. 18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60 WAVE, HS VI EW Ver: 17.02. 0 1 A. 1114.21
Lumber
B-C 3349 -6007 F - G 1879 -3222
C-D 3364 -5956 G-H 1414 -2192
Top chord 2x4 SP #1 Dense 33, T4 2x4 SID #2 D - E 3666 -6622 H - 1 1489 -2541
Dense: E - F 1895 -3231
Bot chord 2x6 SP SS *133, B4 2x4 SP #2 Dense:
Webs 2x4 SP #3
Lt Wedge 2x4 SP #3: Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Bracing
B - Q 5668 -3040 L - K 2253 -1214
a) Continuous lateral restraint equally spaced on Q-P 6431 -3388 K - 1 2255 -1213
member.
P-M 5831 -3002
Wind
Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply (Ibs)
member design. Webs Tens.Comp. Webs Tens. Comp.
0 - D 391 -782 M-G 971 -357
ZkN%k-.
P - E 1895 -927 M - L
E-M 1732 -2995 G - L
2352 -1225
471 -875
aswda F-M 2092 -1086 L - H 285 -395
OP
0 278 N A
timmiull
04/11/ 018
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
c eComponentSafetyInformation, by TPI an SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erlyattacheTribcdcellLocationsshownforpermanentlateralrestraintofwebsshallhavebracinqinstalledperBCSIsectionsB3B7or910
r lie. gn to face truss the JoinfDetails, Refer to' a each of unless noted otherwis. as appli py plates and position as shown above and on
drawings 160A-Z for standard plate positions. . ALPINE
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI/TPI 1, or for handlinj shippinp, installation and bracing of trussesA seal on this drawing or cover p qe.,. for de The
AN COMPANY
6750 Forum Drive
listing this drawin indicates acceptance of ) essiona engiineerinq responsibility solely the I n shown. suifabi ityanduseofthisgrawingforanystructureisPhreoresponsibiliqoftheBuildingDesignerperANSIITPI1Sec2. Suite 305
For more information see this job's general notes page and these web sites: ALPINE: .alpineitw.conn;TPI: Apinst.org;SBCA: .sbcindustry.conn;ICC: .iccsafie.org Orlando FL, 32821
Job Number: 20115 ply:: 1 SEQN: 92359 / T1 5 / COMN Cust: R R408 JRef: 1 Wa04O8OO25
MELLONVILLE V2 Qty 1 FROM: MT DrwNo: 101.18.0930.25584
Truss Label: S113 KM / DF 04/11/2018
863
3
9.'2,2 , 1 2"p 1 6" 2 2 '5 53'3 8
8 it .15, 1 1 1 5 2 "2. 1"3
5X6G
3X6F
5:SS0712 Z-z 3X4
12 SS0712 H
5 C--- 5XQ
E
D a)
1 6X6
T1 VCV1 5X6
F Co
4X8 a)
B T
65 --
SS0712
S
z-Z12X12 R
o X6(F9) 3,65X6(F9)
1112X4 07X8 B4 M B5 L
6x8 --3X6(82)
12
1112X4 1112X4
35'
6" 54"6 3'0"9 2-3"1 11 1.
6' 11'4" -"
l "3"l
10
142'11 1 174 -1 1 263"A'A
10
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE7-10 Pg: NA Ct: NA CAT: NA PIP Deflection in loc L/defl L/# Loc R U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.766 R 544 240 U 1409 404 / 768 /233 /7.6
BCLL: 0.00 Enclosure: Closed Lu: INA Cs: NA VERT(TL): 2.076 R 293 180 V 1398 405 /778 / - /7.6
BCDL: 1000 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.436 L - - Wind reactions based on MWIFIRS
Des Ld: 37.00
EXP C HORZ(TL): 0.810 L U Min Brg Width Reg = 1.6
NCBCLL: 10.00
Mean Height: 15.00 ft
Code / Misc Criteria Creep Factor: 2.0 V Min Brg Width Reg = 1.5
Soffit: 2.00
TCDL: 4.2 psf
Bldg Code: FBC 2017 RES Max TC CSI: 0.696 Bearings U & J are a rigid surface.
BCDL 5.0 psf Bearings U & J require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSL 0.780
Spacing: 24.0 C&C Dist a: 3.50 ft Rep Factors Use& Yes Max Web CSI: 0.990
Members not listed have forces less than 375#
Loc. from endwall: Any FT/RT:0(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0. 18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60 WAVE, 18SS VIEWVer: 17.02.01A.1114.21
Lumber
B - C 3383 -6139
1
F - G 1894 -3184
C - D 1813 -3044 G - H 1854 -3212
Top chord 2x4 SP #2 Dense T1 2x6 SP #2: D - E 4970 -9202 H - 1 1402 -2235
Bot chord 2x6 SP SS 134 2x4 SP #2 Dense: E - F 2479 -4387 I-J 1508 -2585
B5 2x4 SP #1 Dense:
Webs 2x4 S P #3 :W1, W5 2x4 SP #2 Dense:
W4, W6 2x4 SP #1 Dense: Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Bracing
B-T 5773 -3052 P - N 3935 -1927
a) Continuous lateral restraint equally spaced on T-S 5154 -2732 M - L 2306 -1251
member.
Q - P 8561 -4368 L - J 2307 -1249
Wind
Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply (Ibs)
member design. Webs Tens.Comp. Webs Tens. Comp.
llftuft#
T-C 2800 -1437 P - F 1150 -578
C-S 1436 -2625 F - N 829 -1342
S - D 1835 -3506 G - N 2186 -1181
S - Q 4871 -2534 N - H 896 -293
D-Q 5434 -2742 N-M 2364 -1235
E - Q 3908 -2011 H-M 532 -923
E - P 2599 -4917
ATE 0
Z 0 R\P N 0
O .klzi 0
40 278 NAL oj
04/11/2018
WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCS1 (BuildingComonentSafetyInformation, by TPI and SBCA) or sa Ety practices prior to performing these functions. Installers shall provide temporary
brac,'ng per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly
attached rigid ceilinq. Locations shown forpermanent lateral restraint ofwebs shall have bracinp installed per BCSI sections B3 B7 or 910,
AppTy to face and as shown above and on the Join Details, unless noted otherwise. Refer toasapplicable. Oates each oftruss position
drawings 160A-Z for s andard plate positions. ALPINE
At
t",
ine, a division of ITW BuildinhComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
ss in conformance with ANSI PI 1, or for handlinj shipping, instpllatign and bracing of trussesA seal on this drawing or cover pape
tyElistingthisdrawinindicatesacceptanceofpro) essional' engineerm responsibility solely for the design shown. The sui abill
frWco.p—
6750 Forum Drive
and use of this 2awing for any structure is the responsibility of the guilding Designer per ANSI/TPl 1 Sec.2. Suite 305
For more information see this job's general notes page and these web sites ALPINE —.alpineitw com; TPI: .tfoinst.orq; SBCA: —.slocindustry.com; ICC: Jccsafe.orq
Orlando FL, 32821
Job Number: 20115 ply:: 1 SEQN: 92362 / T1 2 / GABL Cust: R R408 JRef: 1 Wa04O8OO25
MELLONVILLE V2 Qty 1 FROM: MT DrwNo: 101.18.0930.25414
Truss Label: Sl GE KM / DF 04/11/2018
13-6"
i 9'6" 1 11,81, 1,9'.111 15'6" 7'61.i 9 6-1 3'3"11+ 25'6"i 28'5"15i 2'10"8 1 35' 32 11 211 1E 2'1115' 2-2"5 2' L2 2'' 3 4 V
5X6 Rl)
3X4 F W8 3X4
12 E i
D
R AA
K
10X12 5X65X6AB
C S Q L
3X8 T P
5 H0912 H091 2 ///3X8
U10(1`2) 3X-10(F2)
u
3,65
0
3 A 12 N
AC
191.1
6 1 4 2'015 5'0"6 5 '1 7"100 '-"- 1 ? " ' ,
I , -
1
i
9 —
3
2' Z7]116 6-4 -11 1 1 1'3"1 7' ii', 23'615 287"5 4"1
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE7-10
TCDL: 7.00 Speed: 139 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: 11
EXP: C
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL 10.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 C&C Dist a: 3.50 ft
Loc. from endwall: Any
GCpi: 0. 18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1 Dense
Bot chord 2x6 SP SS
Webs 2x4 SP #3 W8 2x4 SP #2 Dense:
Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3:
Bracing
a) Continuous lateral restraint equally spaced on
member.
Plating Notes
All plates are 2X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
See DWGS A14015ENC101014 & GBLLETIN01 18 for
gable wind bracing and other requirements.
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "WARNING" note below,
Snow Criteria (Pg,Pf in PSF) DefIICSI Criteria A Maximum Reactions (lbs), or *=PLF
Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL /W
Pf: NA Ce: NA VERT(LL): 0,930 1 447 240 AC-81 /23 /37 /- /7 /420
Lu: NA Cs: NA VERT(TL): 2.547 1 239 180 Wind reactions based on MWFRS
Snow Duration: NA HORZ(LL): 0.626 0 - - AC Min Brg Width Reg = -
HORZ(TL): 1.171 0 Bearing AC is a rigid surface.
Code / Misc Criteria Creep Factor: 2.0
Bldg Code: FBC 2017 RES Max TC CSI: 0.617 Members not listed have forces less than 375#
TPI Std: 2014 Max BC CSI: 0.762 Maximum Top Chord Forces Per Ply (Ibs)
Rep Factors Used: Yes Max Web CSI: 0 892 Chords Tens.Comp. Chords Tens. Comp.
FT/RT:0(0)/10(0) B - C 3374 -6198 H - J 2809 -5485
Plate Type(s): C - D 3599 -6746 J - K 3655 -6710
WAVE, HS VI EW Ver: 17.02. 01 A. 1114.21 D-E 3625 -6711 K - L 3631 -6748
I E - F 2780 -5469 L-M 3398 -6200
F- H 2826 -5459
ATE
40278 -Ak-,, UNAL
4$44"fwl i
04/11/2018
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingcCComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functions. I nstallers shall provide temporary.
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural shpatIhinq and bottom chord shall have a pro erlyattachedrigidceiling. Locations shown for permanent lateral restraint of webs shall have brjag, P inslalled per BCSI sections B3 B7 or 910asapplicable. AppTy ,,lates to each face of truss and position as shown above and on the n Details, unless noted otherwis. Refer to'
drawings 160A-Z for s andard plate positions. ALPINE
Alpine, a division of ITW BuildincLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the MPM1 MPMY
truss in conformance with ANSIFrPl 1, or for handlinj shippin?, installation and bracing of trussesA seal on this drawing or cover pq e 6750 Forum Driveunplistingthisdrawing, indicates acceptance of messiona engineerin-q responsibility solely for the design shown. The abilityanduseofthisdrawingforanystructureisAroresponsibilityoftheBuildingDesignerperANSIITPI1Sec.2. Suite 305
IFor more information see this job's general notes page and these web sites: ALPINE: .alpineitwxom; TPI: Apinst.org; SBCA: .sbcindustry.com; ICC: Jccsafe.org Orlando FL, 32821
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - U 5862 -3040 R - Q 6473 -3239
U-T 5994 -3102 0 - P 6445 -3228
T-S 6427 -3160 P-0 5993 -3135
S - R 6466 -3186 O-M 5864 -3077
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp. Webs Tens. Comp
C-V 517 -137 H - R 3920 -1920
V-T 51 4 - 1 35 AA_ J 920 - 1 156
E-W 905 -1145 P -AB 516 -147
W-R 909 -1148 AB- L 519 -149
R -AA 919 -1158
Job Number: 20115
MELLONVILLE V2
Truss Label: S2
Fly::
Qty
1
6
SEQN: 92365 T2 COMN
FROM: MT
Cust: RR408 JRef: lWa04O8OO25
DrwNo: 101.18.0930.25084
KM OF 04/11/2018
W4 2474 291.11 35'
6'0"l 4 3'4" 4'515
6X6E
5 4X6
T2 F III 2X4
12 D
H0912
5 G T3
a) W4
7XIB F Z— 8X8 7
C
S 82 Pw a)
H0912 M
8
T
0 IF3A1112X4 1112X
3.65
m
0 33 0
i
NIL U6(1`9)
3X6(1`9) 12
3X6(F9)
R8X14
1112X4 5X10 1112X4 3X6(F9)
35'
5'115 SY6 5" 3'11 5 " 2
4-
454 52" V13" i
5'9"9
7" 0
117-2 16,10,18 4 29-'T'3 4'4"6
T10
7H10 FA'
Loading Criteria 1psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)
TCLL 20.00 Wind Std: ASCE7-10 Pg: NA Ct: NA CAT: NA PIP Deflection in loc L/defl L/# Loc R U /Rw /Rh /RL W
TCDL: 7.00 Speed: 139 mph Pf INA Ce: NA VERT(LL): 0.865 R 481 240 U 1409 404 / 771 /236 7.6
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 2.353 R 258 180 V 1409 405 /771 / - 7.6
BCDL: 1000 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.628 K - - Wind reactions based on MWFRS
Des Ld: 37.00
EXP C HORZ(TL): 1,169 K U Min Brg Width Reg = 1.6
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.2 psf
Code / Misc Criteria Creep Factor: 2.0 V Min Brg Width Reg = 1.6
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES MaxTCCSI: 0.511 Bearings U & V are a rigid surface.
Load Duration: 1.25 . MWIFIRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.914 Bearings U & V require a seat plate.
Spacing: 24.0 C&C Dist a: 3.50 ft Rep Factors Used: Yes Max Web CSI: 0.951
Members not listed have forces less than 375#
Loc. from endwall: Any FT/RT:0(0)110(0)
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60 WAVE, HS VIEWVer: 1T02.01A.1114.21
Lumber B-C 3478 -6354 F-G 4153 -7461
C - D 3688 -6827 G-H 4180 -7685
Top chord 2x6 SP #2 :T2. T3 2x6 SP SS: D - E 1871 -3247 H - 1 3500 -6347
Bot chord 2x6 SP SS 132, B3 2x4 SP #1 Dense: E - F 1869 -3214
Webs 2x4 SP #3:W4, W1 0, W1 1 2x4 SP #2 Dense:
W5, W9 2x4 SP #1 Dense:
Maximum Bot Chord Forces Per Ply (Ibs)
Bracing Chords Tens.Comp. Chords Tens. Comp.
a) Continuous lateral restraint equally spaced on B-T 5988 -3152 M-K 6141 -3263
member.
T - S 6078 -3189 K - 1 5981 -3184
Plating Notes S - P 6040 -3049
1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning Maximum Web Forces Per Ply (Ibs)
requirements. Webs Tens.Comp. Webs Tens. Comp.
Wind C-S 489 -130 O-F 1689 -3307
Wind loads based on MWIFIRS with additional C&C
member design.
111.04 S - D 1865 -880 O-M
D-P 1818 -3186 F-M
2471 -1223
6416 -3342
E - P 2121 -1128 M-H
P-0 2496 -1236 K - H
1287 -570
304AdditionalNotes
P F 1280
457
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
493
during handling, shipping and installation oftrusses.
See "WARNING" —fe bebw 04 0. 64
A
5;ATE
Cj
4 0 2 7 8 OW-
1414liu;,=100
4/11/2018
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handfinp, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingcEComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinp installed per BCS1 sections B3 B7 or B1 0asapplicable. AppTy ,Iates to each face oftruss and position as shown above and on the Join Details, unless noted otherwis6. Refer to'
drawings 160A-Z for s andard plate positions. ALPINE
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,apy failure to build the M COMPANY
truss in conformance with ANSI/TPI 1, or for handl% shippin?, installation and bracing of trussesA seal on this drawing or coverspa e 6750 Foru
I
m Drive
listing this drawing, indicates acceptance of ) essiona engineering responsibility solely for the cle n.shown. The , AbilityanduseofthisrawingforanystructureisAreoresponsibilityoftheBuildingDesignerperANSI/TPl 11'gec 2. Suite 305
For more information see this job's general notes pa hese web sites. ALPINE. .alpineitw.com; TPI: tpinst.org; SIBCA: w.slecindustry.conn; ICC: Jccsafe.org Orlando FL, 32821
Job Number: 20115 Ply: 1
MELLONVILLE V2 Qty: 11
Truss Label: S3
111"14 11'3-2
2 59"T
6 X 8P 1
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
SEQN: 92368 / T1 4 /SPEC Cust R R408 JRef: 1 Wa04O8OO25
FROM: MT DrwNo: 101.18,0930.25242
KM I DF 04/11/2018
28'5"9 15
5' 6.6 _ 2"8 '7
3X4 T2 W5 Z—3X4
12 D F T3
10 7X87X8 — X12
C G
M K
H0912 z—z H0912
N H
A
III 2X4
12
3,65 JI)2X4
I
6(F9) :—
z 3 (F9) P
qYR(PM -- 3X6(F9)
12' 6-'l 6913
10
6'5"7
I)
Wind Criteria
Wind Std: ASCE7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: 11
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.50 Ift
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x6 SP SS :T2, T3 2x6 SP #2:
Bot chord 2x6 SP SS
Webs 2x4 SP #3:W5 2x4 SP #2 Dense:
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation oftrusses.
See "WARNING" note below.
35'
41110 0' .5 6i0"15" 2"' 1 3 V6
1'7'631- 2. .
0
314-'6
7"10
FA'
j—
Snow Criteria (pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)
Pg: NA Ct, NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL / W
Pf NA Ce: NA VERT(LL): 0.887 L 469 240 0 1415 /401 /777 /232 /7.6
Lu: NA Cs: NA VERT(TL): 2.428 L 251 180 P 1415 /401 /777 /- /7.6
Snow Duration: NA HORZ(LL): 0.626 J - - Wind reactions based on MWFRS
HORZ(TL): 1.171 J 0 MinBrgWidthReq= 1.6
Code / Misc Criteria Creep Factor: 2.0 P Min Brg Width Reg = 1.6
Bldg Code: FBC 2017 RES Max TIC CSI: 0,812 Bearings 0 & P are a rigid surface.
TPI Std: 2014 Max BC CSI: 0.729 Bearings 0 & P require a seat plate.
Rep Factors Used: Yes Max Web CSI: 0.855
FT/RT:0(0)/10(0)
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
WAVE, HS VI EW Ver: 17,02, 0 1 A. 1114.21
B-C 3576 -6623 E - F 2893 -5733
C - D 3750 -7057 F-G 3784 -7057
D - E 2927 -5733 G-H 3600 -6623
OfLM
A
A E (5,
ONA0278'**1'1%"..
04/11/2018
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - N 6257 -3244 L - K 6798 -3406
N-M 6343 -3275 K - J 6343 -3314
M - L 6798 -3358 J - H 6257 -3282
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C-M 468 -101 L - F 970 -1239
D-L 973 -1239 K-G 468 -123
E -L 4000 -1869
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlim, shipping, installing and bracing, Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) or sa ety practices prior to performing these functions. I ristallers shall provide temporary
bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly
attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3 B7 or 910,
as applicable. AppTy ,.Iates to each face or truss and position as shown above and on the Join' Details, unless noted otherwis6. Refer to
drawings 160A-Z for s andard plate positions. ALPINE
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,apy failure to build the COWANY
truss in conformance with ANSI/TPI 1, or for han&4 shippin?, installation and bracing of trussesA seal on this drawing or coverspa e 6750 Forum Drive
listing this drawing, indicates acceptance of ) essiona engineerinq responsibility solely for the desi' n.shown. The 'u, PabilityanduseofthisrawingforanystructureisAreoresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec 2. Suite 305
F o r more informatio n s ee th is jo b's genera I note s page and th es e web si tes: A L P I N E: . a I p i n e i tw . com; TP 1: . tipinst. org; S BCA: s bci nd ustry. corn ; I CC iccsa fe . org Orlando FL, 32821
GaloLe Stud Reinforcement Detai(
ASCE 7-10: 140 mph Wind Speed, 15' Mean Height, Enc(osed, Exposure C, Kzt = 1,00
Or, 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Ori 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Ort 100 mph Wind Speed, 15' Mean Height, Partially EncLosed, Exposure D, Kzt = 1.00
x 4 Brace07:: GabLe Ve Irt'c '
spacing Species I Grade
No
Braces
1) lx4 'L' Brace K 1) 2x4 'L' Brace )K 2) 2x4 'L' Brace site 1) 2x6 'L' Brace w 2) 2x6 'L' Brace AN
Group A Group B Group A Group B Group A Group B Group A I Group B Group A Group B
2 4; 3' 7' 3- 7' 7- 8' 7' 81 ill 10' 3' 10, a, 13' 6' 14' 0' 14' 0' 14' 0' SPF#
1
3 4' 1- 6' 7' 7' V 8' 6' 81 10, 10, 11 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' U
HF stuol 4' V 6' 7 7' 01 8' 6' a, 10, 10, 11 10' 6' 13' 4' 13' 10' 14' 0' 14' 0'
0 Standardffistud 4' V 5' 8' 6' 0' 7' 7- 8' V 10, 11 10' 6' 11' 10' 12' 8' 14' 0' 14' 0'
0j 1 4' 6' 7' 4' 7' 8' a, 8. 91 0. 10' 4' 10, 91 13' B- 0- T47- 14' 0' 14' 0'
j S P 2 4' 3- 7' 3- 7' 7- 8' 7- e, il, 10' 3' 10, 81 13' 6' 14' 0' 14' 0' 14' 0'
3 4' 2' 6' 0' 6' 4' 7' 111 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 01 114' U"
DFL 4' 2' 6' 01 6'- 4- 7' 11' 6' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0'
Standard 4' 0' 5' 3' 5' 7' 7' 6- 7' 6' 9' 6' 10' 2' ill 01 it, 10, 14' 0' 14' 0'
U 1 / #2 4' 11' 8' 4' 81 8. 91 10, 10' 3' 1 11' 8. 12, 21 14' 0' 14' 0' 14' 0' 14' 0' SPF 3 4' 8' 8' V 8' 81 91 8. 10, 11 11' 7' 12, 11 14' 0' 14', 0' 14' 0' 14' 0'
U HF stucl 4' 8- 81 11 S' 6' 91 81 10, 11 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0'
a) o Standard 4' 8' 61 ill 7' 5' 9' 3' 91 ill 11' 7' 12' 1' 14' 0' 14' D' 14' 0' 14' 0'
1 5' 1- 8' 5' 81 9. 91 ill 10' 4' 10, 12' 4' 14' 0' 14' 0- 14' 0' 14' 0'
S P 2 4' Ill 8' 4- a, S. N 91 10, 10, 31
11,
il, 81 12' 21 14' 0' 14' 0' 14' 0' 14' 0'
3 _ 4' 91 7' 4' 9. 71 9- 91 91 10' 21 ill a, 121 11 14' 0' 14' 0' 14' 0' 14' 0'
JJ L k Stud 4' 9' 1 7' 4' 9. 7' 9' 91 9 1 10 1 2' 1 11' 8' 12, 11 14' 0' 14' 0' 14' 0' 14' 0'
st rida rd 4' 8 - 6' 5 - to. 6' to' 8' 7' 9' 2' 111 71 12' V 1 13' 6' 14' 0' 14' 0' 14' 0'
1 / #2 5' 51 9' 2- 91 6- to, 10, 11' 3' il, a, 13' 51 14' 0' 14' 0' 141 01 14' 0' SPF 3 51 11 91 0. 9' 41 10, 81 11' 1' 12' 91 13' 3' 14' 0 14' 0' 14' 0' 14' 0
LD u HF Stud 51 11 9' 0' 9 ' 4' 101 81 11' 1' 12' 9 13' 3' 14' 0 14' 0' 14' 0 ' 1 14' 0
o Standard 5' 1- 81 0. 0' 61 10, a, Ill 11 12' 91 13' 3'_ 14' 0 14' 0 14' 0' 14' 0'
X 1 5' 8- 9' 3' 91 8. 10, ill 11' 4' 13' 0' 13' 6' 14' 0' 14' 57 14' 0. 14' 0'
S P 2 5' 5' 9' 2' 9' 6' 10, 10, 11' 3' 12' 11' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0'
T
3
t#u'd
5 3- 1 8' 5' 1_ O, 10' 9' it' 2 7--r 121 101 13' 41' 14' 0 14' 0 14' 01 14'- 07--1
D F L Es 5 ' 3- 1 8 ' 5 ' 1 9' 0- 1 10' 9' 11' 2- 1 12' to- 1 13' 4- 14' 0' 14' 0' 14' 0' 14' 0'
Standard 5' 1- 1 7' 5' 1 7' it- 1 9' 11' 10' 7' 1 12' 9' 1 13' 3' 14' 0' 14' 0' 14' 0'
Bracing Group Species and Grades,
Group A:
pruce-Pine-Fir Hem-FIr
1 1, #2 ist mo!Qr 1 #2 1 St.
4 Stud 1 #3 ISt.rd
Douglas FIr-Larch Southern Pimemwis
3 1 , !2StudSt..
Standarcl: Stanclar
Group B:
Hem-FIr
I L B
1
Dou i Fir -Larch Southern Piremms,
1 i
22
Ix4 Braces shalt be SRB (Stress -Rated Board).
wwwFor Ix4 So. Pine use only Industrial 55 or
Industrial 45 Stress-Rateol Boards. Group B:
values may be used with these grades. I
LialoLe I russ IJetcLi( Notesi
Wind Load deflection criterion Is L/240.
Provide uplift connections For 55 ptf over
continuous bearing (5 psf TC Dead Load).
Goble end supports toad from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
Attach 'L' braces with 10d (0,128'x3.0' m1m) nalts. About
Gabte Truss )K For (1) 'L' bracei space nails at a- O.C.
In 18' end zones and 4' o.c. between zones.
Diagonal brace option, )K)KFor (2) 'L' braces, space malls at 3' o.c.
vertical Length may be T In 18' end zones and 6' o.c. between zones.
doubted when diagonal X 'L' bracing must be a minimum of 807 of web
brace Is used. Connect member Length.
diagonal brace for 450#
at each end. Max web Brace GoLb(e Vertical Plate Sizes
total length Is 14 L )
K)K 011milumbl4f Vertical Lenoth No Splice
2x4 DF-L #2 or Less than 4' 0' JlX4 or 2X3
better diagonal Greater than 4' 0' 3X4
A or double cut
Vertical length shown lorQcej single )
K
In table above. 'I45-* (as shown) at L + Refer to common truss design for1_ 11) 1 -I'll
T -
lJ —LL_( upper end.
11 u u u Li 0171 U '4F U IA I ak, splice, and heet plates. A
X.nlru-u. '46 I g/, Connect diagonal at
Z
I d
0 Refer to the Building Designer for conditions
midpoint of vertical web. Refer to chart abgj/e f( a e' I a rA th. Is not addressed by this detalt.
a
KWARNDG— READ AND FM_LGV ALL NaTES [IN THIS DRAWING
111WORTANT, FURNISH -IS DRAWING T. ALL RACTGRS .... TW INSTALLERS. W REF ASCE7-10-GABI4015
Tr ... e. require extr:me care In fabricating, handling, shipping, installing and bracing. Refer t.Wd DATE 10/01/14
hed structural sheathing and bottom
fail w the latest edition of Ii (Building component Safety Information, by TPI and SBCA) for se., T,
practices prior to performing these functions Installers shot( provide tenporary bracing per BCSr.
Unlesshnot-d otherwise, top chord shalt have proper4y attac elorAo
I. 50 ATE 0 0
h.l. eve a properly attached rlgld ceiling. Locations shown for permanent lateral 0 DRWG A14015ENC101014t—t—Int of Q.
Us Ap
UPO F sha1A have bracing Installed per JICSI sections B3, B7 or 1110, as applicable. Apply ple to ... h 40oftrussandpositionasshownaboveandantheJointDetalts, umless noted otherwise.
Refer to drawings 160A-Z for standard plate positions. 61 -# 14- %N
f . ", a0eallo" 0 9AtIme, a division of ITW EuKdIng Components Group Inc. shall not be responsible for any deviation ran OR\Q!
AN nW Mpj,,W tCohispdreeing, any falture to bkJtd the truss in conformance with ANSI/rTPI 1, or far handling, "Kppl g, TOT, LD, 60 PSFInstallationLbracingoftrusses.
A =t on this drawing or co— page listing this draving. Indcates acorptamce of professional
137 23\ Riverport\ Drive engineering responsibility solety far the design shown. it - S
The WtablUty anal use, of this drawing /ON
uite\ 200 for any structure Is the responsib" of the Building Designer per ANSI/TFq I Sec.2.
Mar)dand\ Heights,\ MO\ 63043 For I— 11formation see this job's general notes page and these web sites,
I ALPINE- www.aip1neItw.comj TPD www.tpinst.org) SBCA w—slacindustry.orgi Icc, www.csdfe.org 7SZ 04/11/2018 MAX, SPACING 24.0'
GaIaLe Stud Reinf orcement DetaR
ASCE 7-10: 140 mph Wind Speed, 15' Mean Height, Endosed, Exposure C, Kzt = 1.00
Or, 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Or, 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Or, 100 innin Wirid 1 m-m. 19' Mpmm Hi,,1rht. P-timll. F-1-n! Fv-.- n ie,+ = 1 nn
7
2x4 BraceBrace
GabLe Vertical.
Spacing Species Grade
No
Braces
1) Ix4 `L' Brace N 1) 2x4 `L' Brace )it 2) 2x4 'L' Brace site 1) 2x6 `L' Brace 0 2) 2x6 'L' Brace ND
Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B
1 / #2 4' 3- 7' 3' 7' 7' 8' 7' 81 ill 10' 3' 10, 81 13' 6' 14' 0' 14' 0' 14' 0' SPF 3 41 11 6' 7' 7' V 8' 6- 8' 10' 10, 11 10' 6' 13' 4' 13' 10' 14' 0', 14' 0' CJ) U
HF Stud 4' 1' 6' 7' 7' 0' S' 6' 81 10, 10, 11 10' 6' 13' 4' 13' 10' 14' 0' 14' 01
0 Standard 4' V 5' 8' 6' 0' 7' 7- 8' V 10, 11 10' 6' Ill 10, 2' 8' 14' 0' 14' 0
1 4 6' 7 4' 7 ' 8' 81 8, 1), 0. 10' 4' 10, 91 13' 8-
I
14' 0' 14' 0 ` 14' 0
j S P 2 4 3' 7 3' 7' 7- 8' 7' 81 il, 10' 3' 10, a, 13' 6' 14' 0' 14' 0' 14' 0'
3 4 2'
4'
6 0' 6' 4' 7 11' 8 6' 10' 2' 10' 7 12' 5' 13' 4' 14' 0' 14' 0 '
DFL 2- 6 0' 6' 4- 7 11' 8 6- 10' 2' 10' 7 12' 5' 13' 4 ' 14' 0' 14' 01
Standard 4 0' 5 3' 5' 7' 7' 0' 7 6' 9' 6' 10, 21 Ill 01 11' 10' 14' 0' 14' 0
U 1 / #2 4 11' 8 4' 81 a. 91 10, 10, 31 ill a, 12' 2 14' 0 14' 0' 14' 0' 14' 0
SPF 3 4 S' 81 1. 8' 8' 91 a. 10, 11 11' 7 12, 11 14' 0 14' 0' 14' 0' 14' 0
U HF Stud 4 8' 81 1. 8' 6' 1), 81 10, 11 11' 7' 12, 11 14' 0 14' 0' 14' 0' 14' 0
a) o Standard 4 8- 6 ' 11' 7' 5' 9' 3- 9 ' 11' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0'
1 5' 1' 8' 5- 81 9. 91 ill 10' 4' Ill 10, 12' 4' 14' 0' 14' 0' 14' 0' 14' 0'
S P 2 4' It' 8' 4' 8' 8- 91 10, 10' 3' ill 81 12' 2' 14' 0' 14' 0' 14' 0' 14' 0'
3 4' 9- 7' 4' 7' 9- 91 9. 10' 2' ill a, 12' 1' 14' 0' 14' 0' 14' 0' 0'
CU DFL Stud 4 9- 7' 4' 7' 9' 91 9. 10' 2 ill 81 12' 1' 14' 0' 14' 0' 14' 0'
14'
14' 0'
Standard 4 8- 6' 5 ` 6' 10' 8 ' 7' 9' 2- 11' 7' 12, 11 13' 6' 14' 0' 14' 0' 14' 0'
1 / #2 5 5- 9' 2' 9' 6 ` 10, 10, 11' 3 ' ill 81 13' 5' 14' 0' 14' 0' 14' 0' 14' 0'
SPF 3 5 V 91 0. 9 4- 10, 81 ill 11 12' 9'_ 13' 3' 14' 0' 14' 0' 14' 0' 14' 0
U HF Stud 5 1- 91 0. 9 4' 10, 81 ill 11 12' 9 13, 31 14' 0 14' 0 14' 0' 14' 0
0 Standard 5 1' a, 0, 1 8 6' 10, a, ill 11 12' 9 13' 3 14' 0 14' 0 14' 0' 14' 0
X 1 5 8- 9' 3- 91 B. 10, ill 11' 4 ' 13' 0' 13' 6 14' 0 14' 0' 14' 0' 14' 0
0 S P 2 5 5- 9' 2- 9' 6' 10, 10, 11' 3' 12' 11' 13' 5 14' 0 14' 0' 14' 0' 14' 0
3 7 31 8' 5' 91 0. 10, 91 11' 2' 12' 10' 13' 4 14' 0 14' 0' 14' 0' 14' 0
DFL Stud 5 3' 8' 5' 9 ' 0 ` _ 10' 9' 1 11' 2' 1 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0'
Standard 5' 1' 7' 5' 7' 11' 9' 11' 1 10' 7' 1 12' 9' 13' 3- 14' 0' 14' 0' 14' 0' 14' 01
Bracing Group Species and Grades,
Group A:
pruce- Ine- Ir Hem-Flr
I / #2 ISt2nl.rd 1 1 #2 1 Stud
L_ i3 S 1 #3 IStandard
Douqas FIr-Larch Southern Pineville
3 #3
Stud Stud
Standard
Group B:
Hem-Flr
I L Btr
1
D I. FI L rch Southern Pineswis
I : I __
j
lx4 Braces shot( be SRB (Stress -Rated Board).
awwFor 1x4 So. Pine use only Industrial 55
Industrial 45 Stress -Rated Boards. G up Bro
esma be used with these gi
CialoLe Truss Detait Notes:
Wind Load deflection criterion Is L/240.
Provide uplift connections for 55 p(f over
continuous bearing (5 psf TC Dead Load).
Gable end supports toad from 4' 0' outtookers
with 2' 0' overhang, or 12' plywood overhang,
Y- About 1[ Attach `L' braces with 10d (0.128'x3.0' n1n) malts.
Gabte Truss
X For (1) 'L' brace space malts at 2' o.c.
In IS' end zones and 4' o.c. between zones.
Diagonal brace optioni
K)KFor (2) 'L' braces- space malts at 3' o.c.
vertical Length may be 01f8 T In IS' end zones and 6' o.c. betweem zones.
doubted when diagonal V 18' K bracing must be d minimum of BOX of web
brace Is used. Connect L member Length.
diagonal brace for 450#
at each end. Max web i Brace Gabte VertIcal, Plate Sizes
total length Is 14 X )K
14
Vertical Leng In No Splice
Z
2x4 DF-L #2 or 44, s. Le than 4' 0' 04 or 2X3
better diagonal T_
11&
1-7
Greater than 4' 0' 3)(11
Vertical length shown brace) single
K
V_
In table above.
45*
or double cut
as shown) at 1PI
0 -
Refer to common truss design for
upper end. 0-
13'
u P! u u2t u -9 u Ie I I JL__p eak,sptice, and heet plates.
7-71 a mucus ift Refer to th Building Designer for conditionsConnectdlaganaCat
midpoint of vertical web. er to chart ox. ve Or 9? VA 0
not addressed by this cletall.
VARNDG- READ AND F0L_L0V ALL NEMES [IN THIS DRAWING Z
saillm-CIRTANTul, FUIRNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLER 4a a REF ASCE7-10-GABI4015
Tru-is require extreme care In fabricoting, handling, shipping, Instatting and bracing. Refer tj
fellow the latest edition of BCS1 (Building Component Safety Informatiom, by TPI and S:,Ai f- T t
practices prior to performing these functions. Installers shatt provide temporary br n. p, I. . y
a
DATE 10/01/14
DRWG A140i5ENC101014Unlessnotedotherw'sv, top chord shatt have property attached struct-I sheathing and bot or
sh.(( mil- , property attached rIgId ceiling. Locations shown for permanent lateral rest -lint of b 4TE 0
ALPONIR_ sh it have bracing Installed per BCSI sections 113, B7 or 1110, as applicable. Apply ptat.s to each
ofatruss anal position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 16CA-Z for standard plate positions.
AN 11TWOCIMPANY
Alpine, a division of ITW Building Components Group Inc. snail met be responsible for any deviation f
this drawing, any failure to build the truss In conformance with ANSI/rTPI 1, or for hanctili shipping,
Inst Uation & bracing of trusses.
0 R\V1* s NR1 TOT LD 60 PSF
A on this drawing or cover page Usting this drawing, Indicates acceptance of professketal
13723\ Riverporl\ Drive anglimerming responsibility solely for the design sham The suitability and us. of this drawing
s uite\ 200 for any structure Is the respomsiblifty of the Building Designer per ANSI/TPI I Sec.? -
MAX, SPACING 24,0'
I \ Marylard\ Heights,\ MO\ 63043 For more Information see this job's gemerat notes page amid these web sites,
I ALPINE, TPI- SBCA- 100 7Rw-atpineit-omi wwwApInst.orgi w-sbicindustry.org, -.1-cs-fli 40
Gable Stud Reinf orcement Detail
ASCE 7-101 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Ori 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Ori 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Orr 100 moh Wind Snppd. 151 Mpan Hpinint. Partinliv F—Incarl F`--- TI k,+ = inn
2 x 4 BraceBrace
Galote Verticat
Gr d eSpacingSpeciesIGrade
No
Braces
1) lx4 'L' Brace N 1) 2x4 'L' Brace IN 2) 2x4 'L' Brace wx Q> 2x6 'L' Brace w 2) 2x6 'L' Brace an
Group A Group 3 Group A Group B Group A Group B Group A Group B Group A Group B
P 1 / #2 4' 3' 7' 3' 7' 7' 8' 7' 81 Ill 10' 3' 10, 81 13' 6' 14' 0' 14' 0' 14' 0' SPF 3 4' 1- 6' 7' 7' 1- 8' 6' a, 10, 10, 11 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' U
HF Stud 4' V 6' 7' 7' 01 8' 6' 81 10, 10, 11 1 0_' _6' 13' 4' 13' I0'_ 14' 0' 14' 0'
0 Standard 4' V 5' 8' 6' 0' 7' 7' a, 1. 10, 11 10' 6' Ill 10, 12' 8' 14' 0' 14' 0'
1 4: 6- 7' 4' 7' 8- 8' 8' 91 01 10' 4' 10, 91 13' 8' 14' 0' 14' 0' 14' 0'
j S P 2 4 3' 7' 3' 7' 7- 8' 7' a, ill 10, 31 10, 61 13--'6' 14' 0' 14' 0' 14' 0'
3 4' 2- 6' 0' 6' 4- 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0'
DFL stuci 4' 2' 6' 0' 6' 4- 7' 11- 8' 6- 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0'
Standard 4' 0' 5' 3' 5' 7. 1 7' 0' 7' 6- 9' 6' 10' 2' ill 01 ill 10, 14' 0' 14' 0'
U 1 / #2 4' 11' 8' 4' 8' a- 1 9' 10. 10' 3' ill 81 12' 2' 14' 01 14' 0' 14' 0' 14' 0'
P SPF 3 4' 6- 8' V 8' 8' 91 a. 10' 1' 11' 7' 12' 1' 14' 0' 14' 0' 14'-0* 14' 0'
U HFHF t u dStuds 4' S' 8' 1' 8' 6' 91 8. 10, 11 11' 7' 12, 11 14' 0' 14' 0' 14' 0' 14' 0'
0 stStandardand "r 4' 8' 6' 11' 7' 5' 9' 3' 91 Ill 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0'
11 5' 1- 8' 5' 81 9. 91 111 10' 4' ill 10, 12' 4' 14' 0' 14.' 0' 14' 0' 14' 0'
SSPP 22 4' 11' 8' 4- a, a, 91 10, 101 31 111 81 12' 2' 14' 0' 14' 0' 14' 0' 14' 0'
33 4' 9' 7' 4' 7' 9' 91 9. 10' 2' ill 81 12' 1' 14' 0' 14' 0' 14' 0' 14' 0-
FDFLL s t u dStud 4' 9' 7' 4' 7' 9' 91 91 10, 21 il, 81 12, 11 14' 0' 14' 0' 14' 0'
st c I_rdStandard 4' 8' 6' 5' 6' 10' 8' 7' 9' 2' 11' 7' 11 13' 6'_ 14' 0' 14' 0 14' 0
1 / #21 #2InF 1 51 51 9' 2 9, 61 10' 10' 11' 3 ill 81
12,
13' 5 14' 0 14' 0' 14' 0 14' 0' PFSp 3 5' 1 91 0. 9 4- 10, 81 Ill 11 12' 9 13' 3- 14' 0 14' 0' 14' 0' 14' 0
u HF studstud
5' 1- 91 0. 9' 4' 10' 8' 11' 1- 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0'
0 Stan cl.rclStandard 51 1- a, 0. 8' 6' 10, 81 ill 11 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0'_
X 1 5' 8' 9' 3' 9' 8- 10, ill 11' 4' 131 01 13' 6' 14' 0' 14' 0' 14' 0' 14' 0'
SPSP 2 5' 5' 9' 2' 9' 6' 10, 10, 11' 3' 12' 11' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0'
CU 3 5' 3' 8' 5' 91 01 10, 91 11' 2' 1 12' 10- 1 13' 4- 14' 0' 14' 0 14' 0' 14' 0'
DFL Studtud 5 3. 8' 5' 1), 0. 10' 9' 11' 2' 1 12' 10' 1 13' 4' 14' 0' 14' 0- 4' OqStandard5' 1' 7- 5' 77 1V 9' 11' 1 10' 7' 1 12' 9' 1 13' 3' 141 n' 141 n- j4, n-
y- About ll
Gable Truss
Diagonal brace option,
vertical length may be T
doubled when diagonal K
brace Is used. Connect
diagonal brace for 450# L'
at each end. Max web Brace1cetotallengthIs14 K)K
2X4 DF-L #2 or
better diagonal T_
Vertical length shown bracej single
In table above. or double cut
45* 411 as shown) at
upper end.
Connect clagon aL at
midpoint of vertical web. Refer to chart ab(S
WARNDG— READ MD FOLLOW ALL N13TES (IN THIS DRAWING
D"ORTAW':,F'7aS",T`nS DRAWING To ALL T.TORS .... THE ONSTALLER&
q1Ir1 ..tr . — m f.brlcotl Q, In ... King, shipping, Installing and bracing. Refer to afail.. the edition of BcS1 (BuRdIng component Safety Information, by TPI and SBCA) for saf
prl BCjpractice, "171. performing these functions. Instd(ters shot( provide temporarty racing bp ttUnlessnotedthe ;e1se, top chord shatt have property attached structu-1 sheo h Q and :r cm cshalthaveapropeyattachedrigidceiling. Locations shown for permanent taterat restraint of w.9
shatt have bracing installed per BCSI sections B3, B7 or B10, as app0cobte. Apply piates to each fm(
a. he. If trull a n above and on the Joint Detaits, untess noted otherwise. Refer to d.plsltlomIng. 160A-Z for standard plate position..
AN rrW COMPANY Alpine, a division of ITW Building Components Group Inc. shall hot be responsible for any deviation f
this drawing, any falture to bLAtd the truss In conformance with ANSI/TPI 1, or for handt1mg, shipping,
1—t.U.tf— & bmd.g of tr-...
A seat on this drawing w cover page listing this drawing, Indicates acceptance of profesk..1
13723\ Riverport Drive enginownft responsibility sotety for the design shown The suitability ord utse of this drawing
Suite 200 fo r any structure Is the responsibility of the BLAdlng Designer per ANSI/TPI I Sec2_
MarylandN Heights,\ MO\ 63043 For mom information see this job's general notes page and these web sites,
ALPIND wwmatpinelt—oh) TPI, eew.tpmst.org) SBCA, wwesloclnd try rg) 100 wwwlccsafe.org
W
ATE
fZ0R\V
0 N A VV
04/11
Bracing Group Species and Grades,
Group Al
pruce-PIne-FIr Hem-FIr
1 #2 !St2ndard #2 St cl
St3 and
Douglas Fir -Larch Southern Pinewm*
3 #3
Stud Stud
Standard
Group B:
Hem-FIr
I B
Douglas Dr -Larch Southern Plnemw*
I #, I
2
Ix4 Braces shaLk be SRB (Stress -Rated Board).
ow*For lx4 So, Pine use only Industrial 55 a
Industrial 45 Stress -Rated Boards. Grou
values may be used with these rades.
Galo e Truss Detail Notes:
Wind Load deflection criterion Is L/240.
Provide uplift connections for 55 p(f over
continuous bearing (5 psf TC Dead Load).
Gable end supports load from 4' 0' outookers
with 2' 0' overhang, or 12' plywood overhang.
Attach 'L' braces with 10d (0.128'x3.0' m1n) malts.
A For (1) 'L' brace- space molts at 2' o.c.
In IS' end zones and 4' ac. between zones.
K)KFor (2) 'L' braces- space malts at 3' o.c.
In IS' end zones and 6' o.c. between zones.
L' bracing must be a minimum of 80% of web
member length.
Goble Vertical, Plate Sizes
Vertical Lenoth I No Splice
Less than 4' 0' JlX4
Greater tha m 4' 0'
Refer to common truss design for
peak, splice, and heel plates. .. J1
Refer to the Bulicing Designer for conditions
not addressed by this detalt.
REF ASCE7-10-GAB140i5
DATE 10/01/14
DRWG A14015ENC10113i4
TOT, LD. 60 PSF
MAX. SPACING 24.0'
CLR Reinf orcing Member Substitution
T-Relni orcement
This detall Is to be used when a Continuous Lateral Restraint (CLIR) or T-ReInf.
Is specified on Q truss design but an alternative web L-Reinf orcement: or
reinforcement method is desired, L-ReInf.
Notes:
This detail Is only applicable for changing the specified CILIR
shown on single ply seated designs to T-reinforcement or
L-reinforecement or scab reinforcement,
Alternative reinforcement specified in chart below may be conservative.
For minimum alternative reinforcement, re -run design with appropriate
reinforcement type.
Web Member Specified CLIR Alternative ReInforecement
Size Restraint T- or L- ReInf, Scab Reinf,
2x3 or 2x4 1 row 2x4 1-2x4
2x3 or 2x4 2 rows 2x6 2-2x4
2x6 1 row 2x4 1-2x6
2x6 2 rows 2x6 2-2x4OV
2x8 1 row 2x6 1-2x8
2x8 2 rows 2x6 2-2x6OK)
T-reinforcement, L-reinforcement, or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise on Engineer's seated design.
M Center scab on wide face of web. Apply (1) scab to each
face of web,
Apply to either side of web narrow face,
Attach with 10d (0,128'x3,0',mIn) nails
at 6' o.c. Reinforcing member Is
a minimum 80Y of web
member length.
Scialo Rein-Forcement:
Apply scab(s) to wide face of web,
No more than (1) scab per face,
Attach with 10d (0.128'x3.0',min) notits
at 6' o . c. Reinforcing member Is a
minimum 807 of web member 'length,
LS
VARI'Me— READ AND FOLLOW ALL NOTES ON THIS DRAVING
INIPORTANT.. FLIRNM THIS D"VING TO ALL CONTRACTORS DCLUDING THE INSTALLERS
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer t
ttow the Latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) far s. t
practices prlor to performing these functions. Installers shall provide temporary bracing per B
Unless noted top chord hall h— pr.—ly .1t.ched structural sheathing a- bottom
sh.,l have . properA; attached rIgId cellIng. Locations shown For permanent lateral res ra t of
LP N s all have bracing Installed per BCSI sections 113, B7 or 11.0, as applicable. Apply ptates a euAf
a truss I— as shown b.— and m the Joint Details, untess noted otherwise, RK:fer to d;t1Pn`g`st16(IA-Z for standard Fla t. positions.
AN nWICOMPANY
Maine, a division of ITW Building Components Group Inc. small not be responsible for an via on f
this dr,1129,ary 11.11u; to bUtd the truss In conformance with ANSI/TPI L, or for hand( , pping,
sta"at'. br.cn tru ses, In ' A se,al on this drawing page "Isting this drawling, Indicates acceptance of pro .1
13723\ Rivarport\ Drive engineering responsibitity solely for the design shown. Th. suitability —d us. of this
Suite\ 200 for any structure Is the resportsIb" of the Bulldng Designer pe ANSLITPI I S—p-
Maryland\ Heights,\ IvI0\ 63043 Inf—atI. pse:.tht job's germn-al. notes page and these web sites, I ALF`1NE-o`e.TZLpIneIt—_omj 7T w.t mst.orgj SBCA- www.slocindustry.org) ICC- wwwlccsafe.org
5;ATE 0
N A
Scab
9C D L#
a -
TV! L D.
b
DUR, FAC.
SPACING
T-Reinf. L-Reinf,
PSF REF CLIR Sulost,
PSF DATE 10/01/14
PSF DRWG BRCLBSUB1014
PSF
PSF
CLR Reinf orcing
This detail is to be used when a Continuous Lateral Restraint (CLR)
Is specified on a truss design lout an alternative web
reinforcement method Is desired.
Notes:
This detail Is only applicable for changing the specified CLR
shown on single ply seated designs to T-reinforcement or
L-reinforecemert or scab reinforcement.
Alternative reinforcement specified In chart below may be conservative.
For minimum alternative reinforcement, re -run design with appropriate
reinforcement type.
Web Member Specified CLR Alternative Reinforecement
Size Restraint T- or L- Reinf, Scab ReInf,
2x3 or 2x4 1 row 2x4 1-2x4
2x3 or 2x4 2 rows 2x6 2-2x4
2x6 1 row 2x4 1-2x6
2x6 2 rows 2x6 2-2x4010
2x8 1 row 2x6 1-2x8
2x8 2 rows 2x6 2-2x6OK)
T -reinforcement, L-reinforcement, or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise on Engineer's sealed design,
010 Center scab on wide face of web. Apipty (1) scab to each
face of web.
Member Substitution
T-Reinf orcement
or T-ReInf,
L-Reinf orcement: or
L-Reinf.
Apply to either side of web narrow face,
Attach with 10d (0.128'x3,0',m1n) nails
at 6' o,c. Reinforcing member Is
a m Ini m um 807 of web
member length.
Scab Reirif orcement:
Apply scalo(s) to wide face of web.
No more than (1) scalo per face.
Attach with 10d (0.128'x3,0',m1n) nails
at 6' o,c, Reinforcing member Is a
minimum 80Y of web member length,
9; V
VARNIN21— READ AND FOLLOW ALL NOTES (IN THIS DRAVINGI f
UNPORTANT- FUMSH THIS BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
A_LANF
AN rrW C0MF,0iW
13723\ Riverport\ Drive
Suite\ 200
Maryland\ Heights,\ MO\ 63043
Trusses require extreme.care In fabricating, handling, shipping, Instat(Ing and bracing. Refer .4 a*
tt.w the [.test dM.. of BCSI (Building Component Safety Infor,mation, by TPI and SBCA) for I ety
ProU ctices prior to performing these functions. Installers shell provide temporary bracing per 1.
smiess noted otherwise, top chord shatt have properly attached structural sheathing and bott her
hat, have a property attached rIgId ceiling. Locations shown for pe rmanent lateral restraint of
shatt have bracing Installed per BCSI sections B3, B7 or DID, as applicable. Apply plate. to each e
t nd position as shown above and an the Joint Details, unless noted otherwse. f 'uss a I,
Refer to drawings 160A-Z For standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall. mt be responsible for any deviation f
thil drawing, any failure to build the truss In —formance with ANSI/TPI 1, or fw handling, shipping,
Installation L bracing of t-.s.
A seat on this drawing or — page Usting this draw g, Indicates acceptance of profeslana
engineering responsibility .(xy for the design winown. T41h. sult.1,111ty and us. of this d—InG
for any structure Is the r—ponsholtity, of the Building Designer pe ANSLITPI I SecZ
INF.r more Information see this job's general notes page and these web sItes- I ALP E w—atpinelt—onj TPI- www.tpinst.orgi SBCA- w—slocindustry,orlij ICC- wwwJccsart.org
ATE 0,,
AIL
Y() 17R
T-Reinf. L-Reinf,
Scab
PSF REF CLR Subst,
IC Dj PSF DATE 10/01/14
PSF DRWG BRCLBSUB1014rPSF
LD. IPSF
10
DUR, FAC,
SPACING
CLR Relnf orcing Member Substitution
T-ReinForcement
This cletail is to be used when a Continuous Lateral Restraint (CI-R) or T-ReInf,
Is specified on a truss design but an alternative web L-Reinforcement: or
reinforcement method Is desired, L-ReIrif.
Notes:
This detail Is only applicable for changing the specified CLR
shown on single ply sealed designs to T-reinforcement or
L-reinforecement or scab reinforcement,
Alternative reinforcement specified in chart below may be conservative.
For minimum alternative reinforcement, re -run design with appropriate
reinforcement type.
Web Member Specified CLR Alternative ReInforecement
Size Restraint T- or L- Reinf, Scab ReInf.
2x3 or 2x4 1 row 2x4 1-2x4
2x3 or 2x4 2 rows 2x6 2-2x4
2x6 1 row 2x4 1-2x6
2x6 2 rows 2x6 2-2x4010
2x8 I row 2x6 1-2x8
2x8 2 rows 2x6 2-2x6(*)
T-reinforcement, L-reinforcement, or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise on Engineer's sealed design.
010 Center scab or) wide face of web, Apply (1) scab to each
face of web,
Apply to either side of web narrow face.
Attach with 10d (0.128'x3,0',min) nails
at 6' o.c. Reinforcing member Is
a mirl m um 80Z of web
member length.
Scialo Reinforcement:
Apply scalo(s) to wide face of web.
No more than (1) scab per face.
Attach with 10d (0,128'x3,0',mIn) nails
at 6' o.c. Reinforcing member Is a
minimum 807 of web member Length,
Scab
T-Reinf. L-Reinf.
VARNINGI— READ NO FOLLOW ALL NOTES ON THIS DRAV114GI :-C PSF REF CLR Subst, DeMTANT- FLWaSH TZ DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
f'Trusses require extreme care In fabricating, hancKbV, shipping, Instatting and bracing. ReferItowthektestedMomofBCSI (BultdIng Component Safety Information, by TPI and SBCA) for ety
practices prior to performing these functions. Instatters shatt p—Ide temporary bracing per 4;SI.
PSF DATE 10/01/14
N noted otherwise, top chord shall have properit, attached struct—i sheathing and bot h Idt TE
A_,: L
h' e 5 ATE 0Inv: a rope y attached rlgld ceiling. Locations shown for permanent taterat -Dr' restrain" gi c
PSF DRWG BRCLBSUB1014
Z h*v brpCInQ Instatted per BCSI sections B3, B7 or 1110, as appUcabLe. Appty pL.te. to ea Re
of truss and position as h.— above and on the Joint D.t.lt., —I... noted th ... Is.. W
Ref., to drawing. 16DA-Z for standard plate positions. PSF
Alpine, . division of ITW B.Rdlmg C.np ... mt. Group Inc. snail not be responsibte f any deviationANIMCOMPthisdrawing, any failure to butd the truss In conformance with ANSI/rTPI 1, or for%nalling, shipping, C- 4*
1
0 R\V#! LD, PSFinstattationLbracingoftrusse.. ZAN ..00
A seat on this drawing or cover page Usting this drawing, Indcates acceptance of professional
13723\ RiverpodN Drive 2 IStwty far the design who— Th. sult.Wty —d us. of this drawing
Suite\ 200 r—ponsftfty of the "ding De.IW— p— ANSLITPI I S--P- SION M-
Information se%whi Job's gemrat. notes page ard these web sites, (I# Maryland\ Heights,\ MO\ 63043 Fa'.ww.7tpIneItw.comj TPI, Zmst.orgi SBCA- w—slacindustry,orgi ICC- wwwJccsafe.org linfewl" SPACINGALPINERf) 1)7R =0
Q I
T
Reinfol
Memk
Go
Tr
Gab(e Detal
Fnr I Pt-1r) VPrt1r-n[cz GabLe Truss Plate Sizes
ppropriate Alpine gable detail for
e sizes for vertical studs.
Engineered truss design for peak,
b, and heet plates.
vertical plates overLap, use a
te that covers the total area of
appecl plates to span the web.
2
2 X 4 - P2 X 8
t1rovicie connections for uplift specified on the engineered truss design
Attach each 'T' reinforcing member with
End Driven NaRs-
1001 Common (0.148'x 3.',min) Nails at 4' o.c. plus
4) noLILs In the top and bottom chords.
Toenalled Nall.s
10d Common (0.148'x3',mIn) Toenails at 4' o.c. plus
4) toenails In the top and bottom chords.
This detail to be used with the appropriate Alpine gable detail for ASCE
wind toad.
ASCE 7-05 Gable Detail Drawings
A13015051014, A12015051014, A11015051014, A10015051014, A14015051014,
A13030051014, A12030051014, A11030051014, A10030051014, A14030051014
ASCE 7-10 & ASCE 7-16 Gable Detail Drawings
A11515ENC100118, A12015ENC100118, A14015ENC100118, A16015ENC100118,
A18015ENC100118, A20015ENC100118, A20015END100118, A2001
156"
A11530ENC100118, A12030ENC100118, A14030ENC100118, 001
A18030ENC100118, A20030ENC100118, A20030END10 00
S11515ENC100118, S12015ENC100118, S14015ENC10 N
S18015ENC100118, S20015ENC1001118, S20015EN OA gp
S11530ENC100118, S12030ENC1001118, S14030E 0
S18030ENC100118, S20030ENC100118, S2003 D10 S2 ED10 18
See appropriate Alpine gable detail for maxl_ m unrA forc gabt
T' Reinforcement Attachment Detall.
T' Relnforclng 'T' Reinforcing
Member Member
Toe-nal( Or End-nall.
To convert from 'L' to 'T' reinforcing members,
mut tipty 'T' Increase by Length Wased on
appropriate ALp1ne gable detail).
Max1mum atiowaloLe 'T' reinforced gable vertical
length Is 14' from top to bottom chord.
T' reinforcing member material must match size,
specle, and grade of the 'L' reinforcing member.
eb Length Increase w/ 'T' Brace
T' ReInf.
War. Size
T'
Increase
2x:4 30 /
2 6 20 7
ExampLe -
X
ASCE 7-10 Wind Speed = 120 mph
Mean Roof Height = 30 ft, Kzt = 1,00
Gabe, VertIcaL = 24'a.c. SP #3
T' ReInforcIng Member SIze = 2x4
T' Brace Increase (From Above) = 30Y = 1.30
1) 2x4 'L, Brace Length = 8' 7'
Maximum 'T' Reinforced Goble Vertical Length
1.30 x: 8' 7' = 11' 2'
WARtMQ- READ AND FOLLEW ALL NUTES (IN TMS DRAVDGDIPCIRTANT '7FURWSH TWS DRAVDNIG TO ALL CONTRACTORS DCLUDUC THE DISTALLERS. W REF LET -IN VERT
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing C Refer J.,tnd
j
follow the latest edltl.p of BCS1 (Building Component Safety Imformation, by TPI and Si A, or DATE 01/02/2018
practices prior to performing these functions. Mst*tters shatt provide temporary bra n er 1. ATE 0
Unless noted otherwise, top chord shot( have property attached structural sheath ottom or. 0116,
ila
shatt have.a property attached rigid ceiling. Locations shown for permanent latera re b 0 +
1
w` A DRWG GBLLETIN0i18I`eocofsve.braclng Installed per BCSI sections 113, B7 or 1110, as applicable. Apply p te o Fohfol!rh% nd, position as shown above and on the Joint Details, unless noted otherwi. A, t1l PIP Refer sto dra Ings 160A-Z for standard plate positions. **0600R\V*+`P
Alpine, a division of ITW Building Components Group Inc. shatt not be responsible for deviation fro
AN rrW COMPANY this d-Ing, any failure to build the truss In conformance with ANSI/TPI 1, or for ha shipping,
Installation & bracing of trusses. MAX, TOT, LD, 60 PSF
i
A seat on this drawling or cover page Usting this drawing, IndIcaties acceptarmne of pro e t Aiw.
k k 13723\ Riverporik Drive erqWwering "spmsMfty solely fo r the design j&- The sultbilifty amol use of this drawing Ilinji1j""aguiltv DUR, FAC, ANY
Suite\ 200 for my struct Is the "sponsIbUty of the Moling Desig- per ANSI/TPI I Sec.?- 0 278 04/11/2018
Maryland\ Heights,\ MO\ 63043 For more information see this job's general notes page and these web sitesi
ALPINE, www.&tp1meltw.comj TPIi www.tpInst.orgj SRCA1 www.sbclndustry.orgj ICC. www.lccsafe.org MAX, SPACING 24.0-
T'
ReInforcIngMember
Gable
Truss
Gab e Beta!(
For Let -in VerticaLs GabLe Truss Plate Sizes
pproprIate Alpine galote detalt for
e sizes for vertical studs.
Engineered truss design for peak,
b, and heet plates.
vertical plates overlap, use a
te that covers the total area of
Lapped plates to span the web,
2
e, *
2X4 ::P2H
Provide connections for uplift specified on the engineered truss design.
Attach each 'T' reinforcing member wIth
End DrIven Nallsi
10d Common (0.148'x V,mln) Nails at 4' o.c. plus
4) nalls In the top and bottom chords.
Toenal(ed Nalls-
10d Common (0.148'x3',mln) Toenails at 4' c.c. plus
4) toenails In the top and bottom chords.
This detail to be used with the appropriate Alpine gable detail for ASCE
wind Load;
ASCE 7-05 Gable Detall Drawings
A13015051014, A12015051014, A11015051014, A10015051014, A14015051014,
A13030051014, A12030051014, A11030051014, A10030051014, A14030051014
ASCE 7-10 L ASCE 7-16 Gable Detail Drawings
A11515ENC100118, A12015ENC100118, A14015ENC100118, A16015ENC100118,
A18015ENCI00118, A20015ENC100118, A20015END100118, A200 tests,
A11530ENC100118, A12030ENC100118, A14030ENC1 0118,
011kA18030ENC100118, A20030ENC100118, A20030END 00 0;
S11515ENC100118, S12015ENC100118, S14015ENC10
S18015ENC100118, S20015ENC100118, S20015EN I
S11530ENC100118, S12030ENC100118, S14030E 3
S18030ENC100118, S20030ENC100118 , S2003 D1 01 S20 ED100 18
6
See appropriate Alpine gable cletall. for maxi m unrf arc galo t
0.
T' Reinforcement Attachment Detail.
T' ReInforcIng 'T' Reinforcing
Member Member
Toe-naft Or End-nalt
To convert from 'L' to 'T' reinforcing members,
mul tlpky 'T' increase loy length (loosed on
opproprIQte Alpine gable cletalt).
Maximum allowable 'T' reinforced gable verticaL
Length Is 14' from top to bottom chord.
T' reInforcIng member material. must match size,
specle, and gracle of the 'L' reinforcing member,
eb Length Increase w/ 'T' Brace
T' ReInf.
Mbr, Size
T'
Increase
2x:4 30 Y
2 6 20 Z
Examplei -
X
ASCE 7-10 Wind Speed = 120 mph
Mean Roof Height = 30 ft, Kzt = 1.00
Gable Vertical = 24'o.c. SP #3
T' Reinforcing Member Size = 2x4
T' Brace Increase (From Above) = 307 = 1.30
1) 2x4 'L' Brace Length = 8' 7'
Maximum 'T' Reinforced GabLe Vertical Length
1.30 x S' 7' = 11' 2'
ARMING- READ AND FCILL0W ALL NOTES ON TKIS DRAVING
911114PURTANTZWFURNISH TIUS DRAVING M ALL CONTRACT[IRS INCLUDING THE INSTALLERS. a W REF LET -IN VERT
In . Refer eZ dTrussesrequireextremecoreInfabricating, handling, shipping, Installing and bra am
m p
c g to t DATE 01/02/2018followthelatesteditionofBCSI (BuRdIng Component Safety I formation by T I and SBCA) for YKct, y b-ing r
ATIE
pro ces prior to performing these functions. Instaklers shatt provide temporar
t Int "Clkw
Unless noted otherwise, top chord shall have properly attached structural sheathing and bo am _,0% DRWG GBLLETIN01185hot( have a property attached rigid ceiling. Locations shown for permanent lateral re ra a' w so w
of t 'ave bracing Installed per BCSI sections B3, B7 or B10, as applicable. Apply plate a each fassm
h"'
r- . d position as shown above and on the Joint Details, unless noted otherwise OR\V.**
Refer to drawings 160A-Z for standard plate positions. 114, ' . . . . . . .
t Alpine,.. division of ITV Building Components Group Inc. shatt not be responsible for any deviation from
AN rrwcompmy h1s dra Ing, any failure to build the truss In conformance with ANSI/TPI 1, or far handling, s Ipping,
Installation & bracing of trusse A)N I- MAX, TOT, LD, 60 PSF
A seat on this drawing or cover page Usting this drawling, Indicates acceptance of professional 74%
4014-11 Wilto DUR, FAC, ANYk13723\ Riverport\ Drive erogineering responsibittty sdely fw the design showrm. The sultabli1ty and use of this drawling
Suite\ 200 for any structure Is the responsibill.1ty of the "dingi lliesigr per ANSI/TPI I Sec:Z 40 278 04/11/2018
For more Information see this job's general notes page and these web sites. Maryland\ Heights,\ MO\ 63043
ALPINE, w-alpinelt-aml TPI- www.tpinst.wgi SBCA, www.sbclndustry.orgi ICC, www.iccsQfe..rg MAX, SPACING 24.0'
T
ReInfol
Memli:
Go
Tr
Galci(e Detai(
For Let -in Verticats Godote Truss Plate Sizes
pproprfate Alpine gable detail for
e sizes for vertical studs.
Engineered truss design for peak,
10, and heel plates.
vertical plates overlap, use a
Lte that covers the total area of
lapped plates to span the web,
e;
2 *
2 X 4 *2X 8
f,rovicie connections for up"f-t specified an the engineered truss design.
Attach each 'T' reinforcing member with
End Driven Nails-
10d Common <0.148'x 3.',mln) Nails at 4' o.c, plus
4) malls In the top and bottom chords.
Toenalted Nails,
10d Common (0.148'x3',min) Toenalls at 4' o.c. plus
4) toenails In the top and bottom chords.
This detail to be used with the appropriate Alpine gable detail for ASCE
wind Load.
ASCE 7-05 Gable Detail Drawings
A13015051014, A12015051014, A11015051014, A10015051014, A14015051014,
A13030051014, A12030051014, A11030051014, A10030051014, A14030051014
ASCE 7-10 & ASCE 7-16 Gable Detail Drawings
A11515ENC100118, A12015ENC100118, A14015ENC100118, A16015ENC10
A18015ENCI00118, A20015ENC100118, A20015END100118, A2
A11530ENC100118, A12030ENCI00118, A14030ENC100118 E 11
A18030ENC100118, A20030ENC100118, A20030END100
S11515ENCI00118, S12015ENC100118, SI 4000115ENCIO EWA 8 we
S
iENXIO
5LEtS18015ENCI00118, S20015ENC100118 N] 2
S11530ENC100118, S12030ENCI00118: S14030E 001 0 0 11
S18030ENC100118, S20030ENC100118, S20030 10011 S20030 ED1001 8
0
See appropriate Alpine gable detail for maxim unreP rc lot
T' Reinforcement Attachment Detall.
T' Reinforcing 'T' Reinforcing
Member Member
Toe-nal(V - Or End -malt
To convert from 'L' to 'T' reinforcing members,
mut tIpty 'T' Increase by Length (based on
appropriate Alpine gable cletaID.
Maximum allowable 'T' reinforced gable vertical
length Is 14' from top to bottom chord.
T' reinforcing member material must match size,
specie, and grade of the 'L' reinforcing member.
eb Length Increase w/ 'T' Brace
T' ReIrif.
Mbr. Size
T'
Increase
2x4 30 /
2 6 20 Z
Example- —
x
ASCE 7-10 Wind Speed = 120 mph
Mean Roof Height = 30 ft, Kzt = 1.00
Gable Vertical -_ 24'o.c. SP #3
T' Reinforcing Member Size = 2x4
T' Brace Increase <From Above) = 30Y = 1.30
1) 2x4 'L' Brace Length = 8' 7'
Maximum 'T' Reinforced Gable Vertical Length
1.30 x 8' 7' = 11' 2'
ARNINGI— READ AND FOLLOW ALL NOTES (IN THIS DRAVINIG! M -_
K.DeQRT4NTXWURNISH TMS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
1* L41,
f*vt--
If,
REF LET -IN VERT
DATE 01/02/2018
T usses require extreme care In fabricating, handling, shipping, Installing and bracing. Refe;
follow the latest BCSI (Building Component Safety Information, by TPI SBCA) f. s.*f ATE kiteditionofand
r to these functions. Installers shatt temporary bracing BCS
wi
practices pri performing provide per
Unless notedootherwise, top chord shall have properly attached structural sheathing and bottom cH*d
shall have a property attached rigid ceiting. Locations shown for permanent lateral restraint of webt.,
sp
DRWG GBLLETIN0i18
ALM IF shalt have brac ng Installed per BCSI sections 113, B7 or 1310, as applicable. Apply ptates to each faceil
f t ru . d osItIon as shown above and on the Joint Details, unless noted otherwise. Refer ts.s drna Pn'gs 160A-Z for standard plate positlons.
0 RV0,0""
IF
AN rrW COMPANY Alpine, a division of ITV Building Components Group Inc. shatt not be responsible for any deviation from
this d ... Ing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping,
Installation L bracing of trusses. NAL MAX, TOT. LD, 60 PSF
A seat on this drawing or cover page listing this drawing, Indicates acceptance of professlonat
DUR, FAC, ANY13723\ Riverport\ Drive engineering responsibility solely for the design sham The sultbmy and use of t1h1s; drawing 04/11/2018
Stnte\ 200 for any structure is the responsibittty of the Building Designer per ANSI/TPI I Sec,.P_ 0 278
MAX, SPACING 24.0' Maryland\ Heights,\ MO\ 63043 For more Information see this job's general notes page and these web sl te"
E. w ICC, www.1ALPIN —aliptneltw.com) TPI, www.tpinst.orgj SBCA- w—slacindustry.orlij .... fe.org
z gnv
UEST FOR TUG & PREPOWER AG"EMENT
ALL RESIDENTIAL PROPERTIES
Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Date: 1'a-0 I g
Project Name: SAA) CAKLOS _ ProjectAddress: q 07- SAN) 0k?_Lp_s -A'Vf'.5AtJFby4b
Building Permit #: Electrical Permit #
In consideration for authorizing the appropriate utility company to energize the facility, we agree with and
understand the following:
I . This Tug/Pre-power application is valid only for one -and two-family dwellings.
2. The facility will not be occupied until a certificate of occupancy has been issued.
3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has
been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service
without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the
jurisdiction will not be responsible for any damages or costs which may result from the exercise of such
right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly
and individually indemnify and hold harmless thejurisdiction from all such damages and costs, including
attorney's fees.
1
4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the
area designated for pre -power shall be complete and in safe order. All electrical services associated with the
area will be 100% complete unless specifically approved by the electrical inspector.
5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors,
the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical
contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent
energizing circuits other than those that are safe.
6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval.
7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power.
8. TUG approval is for service and outside GFC1 outlets only.
9. Check with the local jurisdiction for fees associated with tugs.
ftTP-1C,,iA _Ik01J6_kZ
Name of Owner/Tenant
d
rl tSatureowheraTenant
JURISDICTION EMPLOYEE NAME:
JURISDICTION:
CALLEDINTO:
Rev. 02/10/15)
4, k_04 r_t4 I ,
Prfift Name of Gen. Contractor
P, - V'_A_ /_\.
Signature of Gen. Contractor
GC -1+ 4 -7 LP '
Gen. Contractor License 4
Pri&t-Na of F.IL-co-IR-fi-q-& ac or-,
1, wa-
ER / -3 0 / 7 IVO
Eh,C-ontract6f-LicenseA
o Progress Energy o Florida Power and Light on _/.
TY OF
APPLICATIONPERMIT
AP Phca0qn No -
Documented ConstructionTaltie:
Job Address:, -,<5av1 Histo 1:,X-,es [I NofOcDistric
Parcel ID: Residential O'c(on'M'ercial n
Typeof Work, New Addition Alteration Ike airF] Den oP Change of UseEl Move [I
Deseriptioliotwork: -41&
Plan Aeview Contact Person: —611ele
Phone:- Fax:
Name
Street:
Title: —
Email: e1qC10'V
Property Owner Information
dlty*$Wzip': --
Phone:.
Resijenuof" r qperty?:,
Contractor 1nf6rma6" 10A
Phone:,
Stree't, "3.57:uj Fax,'—
C' State, Zip:, /h 45- Ky" i - IState. Liccn,sb,No.: C— it f /Z/?- 93 q ly
Ar hitettl 4g'ineor'lnformation
Nan-ie: Phone:
Street: Fax:
City, "St" Zip:.
Ronding,Compatly: Mortp$e Lenden.,
Address:. Address-,
WAR - NING TO OWNER: YOUR FAILURE TO RECORD ANOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPER TY. A NOTICE OF CQMMENCEMENT MUST BE RECO . RDED AND
POSTED ON THE JOB SITE BEFORE THETIRST INSPECTION. IF YCU4NTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER ORAN ATTORNEY BEF ORE 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; poots, 1urnaces, boilers, heaters, tanks, and air conditioners,
etc.
En
5-6-
FBG165.3 ShaH.he mi-iscribed with theAite!of app!icatibn andthe qdp in
NOTIM in addition to the re Iquixem . ents of this permit, there maybe additi
records of il iis-counityand.there in be additional e i s;-required froipIrlin't
agencies, or federatageticies.
Acce'ptafice' of'permitis.verification,that twill notifythe owner of the prope
The City of Sanford,requires.,payment of a plan review fee`at the -time o.f j
calculate a plan review,charge,and. will be considered theestirrafed cdnstiru
will he rigured ba sed on the current ICC Valuation Table in effect at the time
charges,4g`u'red off the exec6toa cointfi t exceed the actual construction vah,
OWNER'S AFFIDAVIT, 1. certify th.atA all of the foregi
donein.compliance with A.applicable taws regulating
9-171a—tu, reo,f'O, wner/ . A nt bate' ge
genfs Name
igridultelof N, otiiry tateottiorida', 'Date
Owner/Agent is Tersortafly Known to Me or
Produced,ID Type,of it)
FIlct;as.ofthat date:,01tiltion (2017) Iorida Buadiiig,6de
al restrictions appli , cable totlus property thaVinay be found- m the public"
Dth rgovernmeri6l` entities sn6h%as water mana - 'ien- 'distri6%,,fs6t& gem
offfie requirements o f Florida Lien Lawi, FS 713.
miusubrhittall. A copy of -the executed contract is. required in order to
ii,vedLie ofthejob at the time of submittal,. Thel attual construction value
0,ermit is issued, in accordance with local ordinance. Should calculated
credit, wil 1. be. applied to,your permit.fees when thepermit-As issued:
ig.mformati0ii i&,accur4te.and. that aft work. will, be
in and zonmg.,
Contrkt,or/Agpnt is Personailly Known'to Me or
produced ID,.,. e of ID
MARjSQL%,)UL1VAAfp6kbmy' com.missibOGG614900
A 1, XpjkEs: 11 VMTICEUSEONLY
F71 . oPeflmts'Required: 'BiAding El 'Electfical 0 Mechdli i A IL P' b ng -Gas: El Roof ElncNgluiEl
cu an "Use: Construction Ty.pe: Ob I P, — cy, Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy, Load: # of Stories:
New Construction: Electric - # of Amps i Plumbing of: Fixtures
Fire Alarm,Permit: YeFireSprinklerPerthit'. Y&SE]Nofl # of Heads,— I s n No 0
WASTE WATER: APPROVALS: ZONING: UTILITTE
ENGINEERING: FIR: BUILDING:
COMMENTS:,
sionature Date
0wher Name
DOCTOR'S'PLUMB.-IN&INC.,
hankyou for yourbusihes-s.
jOl IN
I
Donegan Ave, Kissimmee,Fl M741 Phone: 305-244-5497 Office: 954-483-1428
CITY OF
AUG 08 2013 q PER MIT APPLICATIONS'k 414 zBY: — BUILDING DIVISION
Application No:
Documented Construction, Value: $
V-j -
Job Address: Od-- Sa 6,L 0- r k Historic District: YesEl'Noll'
Parcel ID: Residential E]CommercialEl
Type of Wor
I
k: New E AdditionEl AlterationEl Repair F1 Demo [I Change of UseEl MoveEl
Description of Work: oer Ale& Idleawf Se.-vj-,y'.
Plan Review Contact *Person:
Phone: Fax: Email:
Property Owner Information
Name QroDe.'-Y. Phone: 7W
Street: ',"S+ Resident of property?:
City, State Zip: A 92 7 7
C, ontractor Information
N m 0/ a'e 0/ul , Phone:
Street: 20 41,5 6Z QPA fi,,, Fax:
City, State Zip: ALnjS J-7-P-1 State License No.:
Name:
Architect/Engineer Information
Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding,Company: Mortgage Lender:
Address: Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE, OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE, THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT
Apo] ication 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: 6h Edition (2017) Florida Building Code
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public
records of this county, and there may be additional permits required from other governmental entities such 'as water management districts, state
agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to
calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value
will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated
charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be
done in compliance with all applicable la w"s regulating construction and zoning.
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Signature of Con toriA Date
Povfavt t mcllk
yPrint
ntractor/A t's Nam
1 1
i/ign-ature o tatAwlWkii Date
NOTARY PUBLIC .
STATE OF FLORIDA
CoMrn# GG217377
t 1.,—IresContraoctoentEXn M3293y Known to Me or
Produced ID V" Type of ID 4c- AC__
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building D Electrical El Mechanical F-1 Plumbing F1 Gas 11 Roof 11
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg:. Min. Occupancy Load: of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes F]NoF] # of Heads Fire Alarm Permit: Yes F] No
APPROVALS: ZONING: UTILITIES: WASTE WATER:
ENGINEERING: FIRE:
COMMENTS:
BUILDING:
IJ
Revision City of Sanford
4-kesp6ns4io Comments 0 Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
SEP
Email: building@sanfordfl.gov
7 1
L
Permit BY---Submitrdl Date
Project Addrrm: 402, IS6( YJ CCv I L?S
Contact: ri 74m K—j2-(
e-j-
Ph: Fax:.
Email: -h ral 2 ya v-L-ff/La C
Trades encompassed in revision: General description of revision:
kBuilding V 5 V1 aad vs
J Ell
El Plumbing
El Electrical
0 Mechanical
0 Life Safety
0 Waste Water
ROUTING INFORMATION
Department Approvals
El Utilities
0 Waste Water
0 Planning
0 Engineering
0 Fire Prevention
0 Building
Z::- q - Iq - ts
1 'Llo 2- SO4% m,
Ul
cIrl
43 43
Enm F;4
c)
0
E
D n
0 r+ 0
C/-) N.
MFl0
co
D 79
L
fU C)
3
D
04'v34" E m ' w' (M)
6 E38cleci, 00' 00" E 110,00' (p)
X 104.9
PRAIN AIN
X 104,4
IP4.6 X 104.4 cz x 1033
T4" SIDE 6ET5ArK
104.13 X
X 104.4
LOT: 11:
PROPOBED 35'-0" W, X 55'-0" D.
105,0 104.6 104.S ONE STORY CMU
k ujDx x tn
SINGLE FAMILY RESIDENCE P
EL, z 105-10)
uid)
F- Z:
30,-Ol,
043 >4 4X 104.4
DRAIN
104,4
DRAIN
103.S
N aadee, oo'od' uj 110.34'(M)
m aacleg. 00, 00" w 110.00, (p)
DRAIN
CONCRETE DRIVEWAY
AND WALK
25,-Ol
SYMBOLS
X PROPOSED GRADE
A -
LOT 11, 5LO K\l, FAIRVIEW, A 6UBDIV1610NAS RECORDED IN PLAT 500K 4, PAGE 11'.
OF-4E-FUBLIC )RECORDS OF 5EMINQa-Q0-UNTY, FLORIDA,
ME
ME
tu -4
LU o
q
NOTE:
00r,i INC. i ATFPWFN COLD ASSUMES NOREBPONSIBILITY FOP, IT'S ACCURAcY, THE OWNER AND CONTRACTOR
18 - )o2 5-,5-
BLUE MARLIN
ENGINEERING
September 12, 2018
Project No. 18-208
Ms. Patricia Tanner
Inizio Homes, Inc
500 E. 25" Street
Sanford, Fl, 32771
Construction Materials Testing Services
Progress Report No. 1
402 San Carlos Ave
Sanford, FL
Dear Ms. Tanner:
As requested, Blue Marlin Engineering, LLC performed the following construction matefials testing
services at the above referenced project.
1. Soil Sampling
2. In -Place Density Testing
3. Modified Proctor Testing
The results of the tests are summarized on the attached sheet I and Proctor no. 1962.
We trust this information is sufficient for your needs. If you have any questions, please do not hesitate
to contact the undersigned.
Sincerely,
Blue Martin Enp!'eenng, LLC
Certifiq4%6W%ftrj4ation Number 29218
F. P
EN
7 23
Bscief.F.
0
A%es,$e1q PLO V'- 4Q'
F
0 A_ % 11 .
1% 414-11111 11111 it %%% %
Blue Marlin Engineering, LLC * 102 Drennen Road, Suite B-10 * Orlando, Fl 32806
Phone: 407-2174464 * Fax: (321) 710-2483
Blue Marlin Engineering, LLC
102 Drennen Road, Suite B- 10
Orlando., Fl, 32806
Telephone 407.217.4464, Fax 321,710.2483
Ms. Patricia Tanner
Inizio Homes, Inc
500 E. 25th Street.
Sanford
IN -PLACE DENSITY TEST REPORT
402 San Carlos Ave
Sanford, FL
Report Date: 9/12/18
Project No: 18-208
Report No: I
Sheet: I
Test Date: 9/7/18
Technician: J.Jordan
General Test Location. Foundation Subgrade Required Compaction (%): 95
Test
No.
Test
Location
Elevation or
Depth (ft.)
Soil
ID
Moisture
N
Dry
Density
Compaction
N
Notes
Below)
I 5'S, 5'E from NW Comer 0-1 1962 9.2 103.3 96
2 5' S, 5' W from NE Comer 0-1 1962 7.6 103.0 96
3 5'N, 5'E from SW Corner 0-1 1962 1 8.3 103.7 96
4 5'N, 5'W from SE Comer 0-1 1962 7.4 102.6 95
5 Center 0-1 1962 9.5 102.4 95
Moisture-Densitv Relationshin Data:
Soil tD
Maximum
Density
OptimumIMoisture
Test Method Description LBR
1962 107.8 12.1 ASTM D1557 Brown Fine Sand with Silt
iNotes. i) - i est resuit Deiow minimum compaction requirement. 5) 1 est Methods:
2) "Retest result meets minimum compaction requirement. Density: ASTM D2937
3) Density in pounds per cubic foot (pef). Moisture: ASTM D4944
4) Depth of test referenced from top of subgrade.
BLUE MARLIN
ENGINEERING
MODIFIED PROCTOR TEST
TESTED FOR: Inizio Homes PROJECT: 402 San Carlos Avenue
TEST METHOD: ASTM D1557, Method A PROJECT NO: J18-208
DATE TESTED: September 10, 2018 SAMPLE NO: 1962
SAMPLE LOCATION: Subgrade
SOIL DESCRIPTION: Brown Fine Sand with Silt
110
ILI 'A
108
107
W 106
z
D 105
104
103
102 4-
7.0 8.0 9.0 10.0 11.0 12.0 13.0 14.0 15.0 16.0 17.0
MOISTURE CONTENT (%)
Maximum Dry Unit Weight (pcf): 107.8
Optimum Moisture Content (%): 12.1
BLUE MARLIN
ENGINEERING
Client: - Jni'73i'o Date: q,7 -18
Project, Name: go 7 _1Q4rj Cojjo,, Aye . _g r,, fff61 ProjectNo.: IIP,-JOE)
SCOPE OF FIELD WORK
Concrete Sampling and Testing Scheduled By:
Soil Sampling and Testing
BME Representative: T ordom
CONCRETE SAMPLING AND TESTING
set/sets of _ specimens was/were molded representing____________
Slump_
Temperature: _
Air Temperature:
Note: Compressive strength
tests will be reported. Concrete
under separate cover.
SOIL SAMPLING AND TESTING
In -Place density tests were,performed representing__gLb.
tests meet the compaction requirement of q S %
test/tests fail to meet the compaction requirement at the following location/locations:
soil sample/samples was/were obtained for testing
representing
F&A t 711ffl- 17, MIA 4 (RIM,
MIND "Aj
Blue Marlin Engineering o 102 Drennen Road, Suite B- 10 a Orlando, Fl, 32806 * Phone (407) 217-4464 oFax (321) 710-2483
rni Board
Survey
LOT 16
BLOCK 1
0 END 1t2'
IRON PIPE
LOT 16
BLOCK 1
S88*04'34"E 109-98'(M)
S88'00'00"E(C) 110. 00,(p)
END 112" IRON PIPE
NE CORNER OF LOT 1 5 BLOCK 1
BLOCK CORNER
FND W"
IRON PIPE
L' UHAIN LINK FENCEHAININK.,ENCE
5'
ONC
zo .6'ON
13.6'
55.3'
Iq
25.05'
0 _3'OFF
10
CDCl?
cli I
0)
LOT 3 LO LOT 17T 00 in C'i
BLOCK1 LijC0 x FORM BOARD BLOCK1 01 C)
FFE=105.19 8.0.
t C::) 8 b z0 OD
0
C)
C:)
Z c)
Z 0 C14
2t; 17, 25.17' 0 U) U)
8 -2Z_5
w
LL. <
3: OL C')
I: < C0 0
END 10 1
13 8' IRON PIPE N88-00-00"W(C) 11 0.00,(p)
T
25f 0 FX13.8'
N88*00'00"W 110.34,(M) j C'
w
FND 11T
IRON PIPE <
U) C) _j <
a.
LOT 4 LOT 18 Z b
L0BLOCKIBLOCK1 <
CO
z Z
U13 0
FND 112"
IRON PIPE
N88-00-00-W(C) 110.00-(p)
N87*54'41'W 109-63(M)
13.9'
FND 1--
IRON PIPE
LOT 5
BLOCK 1
LOT 19
BLOCK I I g;s
Site Benchmark Information-
Found 1/2" Iron Pipe —on NE Corner of Property. ipP
Elevation: 103.16'
0#2
Found 1/2" Iron Pipe on SE Corner of Property.
Elevation: 103.31'
Benchmark Information- ADDRI; FND 112" IRON ROD
Seminole County Datum
SE CORNER OF LOT 23
Based on GPS Observations 402 SAN CARLC 1,111, 11 FCLC
Elevations are based upon NAVD 88 Datum) SANFORD, FLORIDA 3277i
LEGAL DESCRIPTION: (AS FURNISHED)
1"= 30'
GRAPHIC SCALE
15
LOT 17, BLOCK 1, FAIRVIEW, A SUBDIVISION AS RECORDED IN PLAT BOOK 4, PAGE 71, OF THE ____
1
PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
BASIS OF BEAPJNGS: BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF LOT 17, BLOCK 1, ASSUMED TO BEING IN 88-00'00- W
LIST OF POSSIBLE ENCROACHMENTS: FENCESASSHOWN
DLS M 18-03-0055
CLIENT#: 402 SAN CARLOS
LEGEND FLOOD ZONE INFORMATION
FOR INFORMATIONAL PURPOSES ONLY)
FIELD DATE: 03/20/18
DRAFTER: DJC
AIC Air Cwditioner P Plat
C Calwiated P13 Plat B—k
PC Poi" of C—ature
SUBJECT PROPERTY SHOWN HEREON APPEARS TO BE LOCATED IN
APPROVED:BHH q Centertine
C13 Concrete Blmk PI Poin; of Intersectim
100 YEAR FLOODPLAJN,
27-11illinift— — - . I .. .............
Boundary
Survey FND 112* IRON PIPE
NE CORNER OF LOT 15, BLOCK 1
BLOCK CORNER 0
1
j
oo11 In
o
LOT 16 LOT 16
BLOCK 1 BLOCK I
o-
2
FND 1 /2" S88oO4'34"E 109.98'(M)
IRO N PI I I S88 -0 0 '00 E (C) 1 1 0.00'(P) FND lt2" 1#1 'Q' '6o 1
0 -
C ., IT IN LINK FNCE 13.6'
9
O TOFF
CD
z LQ b)
LL222LOT3 11) LOT 17 00
BLOCK 1
u z
CO
BLOCK 1
0
W
CD 0 0 = Co
CD
CD C"I
P ;T z
C:)
Ljj
LL <
Z 0 10 1 CD U) 0 3:
C/) < I2_ 0I
2 U) 0NlD /2I
RON PIPE N88'00' 00"W(C) 110. 001(p) 25. 0
N88'00'00"W 110.34'(M) V-1 I
13.8'
11011 FND 112"
IRON PIPE
Cf) j
CL <
LOT 4 w LOT 18 Z
u') bBLOCK1 BLOCK 1
z Z
8, co
MAIL BOf
CONC
PTIND12'
RON1PIPE
N88-00-00'W(C) 110 00-PI
N87-54'41-W 109.6.3.(Mi)
13 9'
FND 112"-J
IRON PIPE
LOT 5
BLOCK I
LOT 19
Site Benchmark Information -
BLOCK 1
Found 1/2" Iron Pipe on NE Corner of Property. P, -
Elevation: 103.16'
jj #2
Found 1/2" Iron Pipe on SE Corner of Property.
Elevation: 103.31' r
Benchmark Information- ADDRESS FIND 1/2"IRON ROD 10
SE CORNER OF LOT 23 z
Seminole County Datum BLOCKI
C , LOSANCARLOS AVENUE
Based on GPS Observations
402
SANFORD, FLORIDA 32771 ill 30'
Elevations are based upon NAVID 88 Datum) GRAPHIC SCALE
7 1" LEGAL DESCRIPTION: (AS FURNISHED) 0 15 300
LOT 17, BLOCK 1, FAIRVIEW, A SUBDIVISION AS RECORDED IN PLAT BOOK 4, PAGE 7:1, OF THE
PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF LOT 17, BLOCK 1, ASSUMED TO BEING N 88'00'00" W
FENCES AS SHG",",iN
DLS #: 18-03-0055 LEGEND FLOOD ZONE INFORMATION
CLIENT* 402 SAN CARLOS FOR INFORMATIONAL PURPOSES ONLY)
FIELD DATE: 03/20/18
DRAFTER: DJC
A/C
C
Air Conditioner P P at
Calculated PB Plat Book SUBJECT PROPERTY SHOWN HEREON APPEARS TO BE LOCATED IN
APPROVED:BHH
CBCM
CONIC
Centedire PC Poin: of Curvature
PI P
Concre P.M, off metsec,*nCt 'M'cn.men,
POB oin, of Bag'rm'ngo'cr:te POC P
Concr
oin o Commencement
FLOOD ZONE X, AREA OUTSIDE OF THE 100 YEAR FLOODPLAIN,
PER F.I.R.M. PANEL NUMBER 12117C 0070F
LAST REVISION DATE 09/28107
CERTIFIED TO: (AS FURNISHED)
INIZIO HOMES, INC.
COV C .. rod PP Power Pole
DDE D-.nti.n PRC Point of Reverse Curvature
Drainage Easement FIRM Permanent Reference SURVEYOR'S CERTIFICATE
DUE
D/W
ESMT
Drainage & Utility Esml R Radius
Monument
Driveway RAD Radia I
Easement R&C Reber & Cap
I HEREBY CERTIFY THAT THIS SKETCH OF SURVEY WAS MADE UNDER MY
RESPONSIBLE CHARGE AND TO THE BEST OF MY KNOWLEDGE AND BELIEF SAIDNOTES
1. AtItting prooarties have not been ms-cbaI7o_,gaPs.-d,P,. aod/o, FFE Finished Floor Elevation RFD Roofed SURVEY MEETS THE MINIMUM TECHNICAI_ STANDARDS SET FORTH BY THE FLORIDA
h"11 s
ifloCatil-lea-arn-,
FN0 Found UE Utility Easement BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTE 5,1-17 FLORIDA
In wrnplia- Mth FAC. 61(317-15.00314-E,
If 1-rd. other than ftse on c,,d,d plats, is mq,i,,d. tn, is
IP I- Pipe Water MeterWM ADMINISTRATIVE CODE. FURTHER, THIS DCeUMENT IS ELECTRONIC -ALLY SIGNED AND
ghts-rf-llyor -st be Unishad . the s.rvay., and -pp.r L Length (Arc) '
n Delta (Central Angle) SEALED PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES AND CHAPI ER
r,.,e am-lep snot dets-ined
N—IM-nd arp-entont-r-d- — looetol by tft s.rvay MN&D Measured
Wood/PVC Fence
Nail & Disk
Chain Link Fence
5J-1 7 OF THE FLORIDA ADMINISTRATIVE CODE.
6—y eIWrofhe..odror-fbb.i-p.qPo-
NR
CHU
Non -Radial
Overhead Utility Line
Any repo, t,,k,r dr-rinfield (if found) 11, 1ppll-te ORB Official Records Book DATE OF FIELD WORK: 03/20/18
7 P,.,.ny limas I,d I, mo-e-1. sW- Ire phy-ally uned DATE SIGNED: 03/28/18byfi,ld,,,,
y fobodB. V. nnrans r set an, s1tvaa
Cal.l.ad lia.-d -led by(C
9.CfanP.n,`.-f tre-d.,d.l. -1 fab.d a a sh- - (C)
10. A,cI,acis.bt,irao in thi--yane gre,ter than nvo,l) I'm 5000'
I'm 7500'. Vin 10.000 URVEYOR'S NAME: BILL H HYATT 1 5;4636
DEAL LAND SURVEYING, LLC LB 8121Pro, --y,of—tim bt,i,,d - l,g,t d ... option p,,,,d,d by
rt or front bl,cly pnbli ad II,y,., calle-, site, rowndaIt plantliearIf.' re"'ns. if,pplicabl,
12. 11 I"y -Iinef, t s.-yo,,aIn MI be place in FOR ALL INQUIRIES CONTACT: NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATUREfile, In. dfl,l sI-Y 1. - Nil and -Pl'to wift'l - ""'y ,Pon fik. Deal Land Surveying, LLC
804 S French Avenue
Semi. d FL 32771
AND AUTHENTICATED ELECTRONIC SEAL
THIS SURVEY IS PREPARED FOR THE EXCLUSIVE
DA TE REVISION DA TE REVISION
USE AND BENEFIT OF THE PARTIES LISTED HEREON.
407'8 8-3796LIABILITYTOTHIRDPARTIESMAYNOTBE
TRANSFERRED OR ASSIGNED. INFO@deaIIa"dSLmveying_cora
Boundary
Survey FND 1/2" IRON PIPE
NE CORNER OF LOT 15, BLOCK 1
BLOCK CORNER (D
r
oi;i
16 ot
g
LOT 16
LOT 16
BLOCK 1
BLOCK 1
tl
0 FND 1/2' S88'04'34"E 109.98'(M)
IRON PIPE SW00'00"E(C) 11 0.00'(P) 1
91 - 0 __ 103 . ....... 103 CIA I_N__L__1N_K%__NC_E_0__
F11. 11"
RON PIPE
11.6,
UON
0.3'OFF
EO Lq to CD
C? C'4
J 03 7
LOT 3 L0 C) i i LOT 17 0 LO
LU zBLOCK1r 5
C I
BLOCK 1 t"
0 to
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08 Loll_o 00 Z)
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Llj
z 0
LL <
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FND 111,
C/) 2 LD 0
IRON PIPE N88-00-00"W(C) 11 0.00,(p) 0 x
N88'00'00"W 110.34'(M) l03.9
O LLJ <
FND 1/2" 1-- z:
IRON PIPE < [L
U)
9 5' (—) -j
b — 12L < 1
LOT 4 u, LOT 18 z b
BLOCK 1 BLOCK 1
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z
MAIL BO
CONIC Pt10 — — —
IND 1/2"
IRON PIPE N88-00-00"W(C) 110 00,fp)
N87*54'41"W 109.63'(M)
FND 1/2"1
IRON PIPE
LOT 5
BLOCK 1
LOT 19 Gq
BLOCK 1
Site Benchmark Information
Found 1/2" iron Pipe on N E Corner of Property.
Elevation: 03.16' let
0#2
Found 112" Iron Pipe on SE Corner of Property.
Elevation: 103.31'
Benchmark Information- FND 1/2"IRON ROD
Elf
FND 1 12"'RON 0
Seminole County Datum
SE CORNER 0SECORNEROF LOT 23 z1
BLOCK 1
402 SAN CARLOS AVENUE
Based on GPS Observations
l vations are based upon NAVD 88 Datum) E e
2SANFORD, FLORIDA 32771 1 30'
GRAPHIC SCALE
LEGAL DESCRIPTION: (AS FURNISHED) 6 1,5 30
17, BLOCK 1, FAIRVIEW, A SUBDIVISION AS RECORDED IN PLAT BOOK 4, PAGE 71, OF THELOT
PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
BASIS OF 13EARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF LOT 17, BLOCK 1, ASSUMED TO BEING N 88-00-00'" WTo
I ...............
1_11 I OF 1:10'z StRL!7* ENCRf-'M. HtVI.:Nfs ENCE.S.ASSHOVV'N
DLS #: 18-03-0055 LEGEND FLOOD ZONE INFORMATION
CLIENT#: 402 SAN CARLOS FOR INFORMATIONAL PURPOSES ONLY)
FIELD DATE: 03/20/18
DRAFTER: DJC
C Air Conditio P Plat
C Calculated - Pe Pat Book
PC Point of Curvature
SUBJECT PROPERTY SHOWN HEREON APPEARS TO BE LOCATED IN
APPROVED:BHH Cemerine
IF'
Po
nt of Intersection
CB C.o,,,c,
P I
M POB ctin; ct B iCMC
OC , Cegbnnng
CONC Concrete oin o ornmence
FLOOD ZONE X, AREA OUTSIDE OF THE 100 YEAR FLOODPLAIN,
PER F.I.R.M. PANEL NUMBER 12117C 0070F
LAST REVISION DATE 09128107
CERTIFIED TO: (AS FURNISHED)
INIZIO HOMES, INC.
Cov Covered PP Power P e
0 Description PRC Point of Reverse Curvature
DE Drainage Easement FIRM Permanent Reference SURVEYOR'S CERTIFICATE
DU E Drainage & Utility Es.t R Radius
Monument
DNV on -way RAD Radial I HEREBY CERTIFY THAT THIS SKETCH OF SURVEY WAS MADE UNDER MY
NOTES ESMT Easement R&C Reber & Cap RESPONSIBLE CHARGE AND TO THE BEST OF MY KNOWLEDGE AND BELIEF SAID
1 AnUtfilg drap1dies have net been ....... ha 1,, gaps olldlpl. 11ale, FFE Finished Floor Elevation RFD Roofed SURVE Y MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH DY THE FLORIDA
h rus1,, wa,plk FIND Found UE Utility Easement
III Iron Pipe
BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17 FLORIDA
ghts-of -y of—ard. other than tr,,ss m—nded plats, 0, W Water Meter
L Length (Are)
ADMINISTRATIVE CODE. FURTHER, THIS DOCUMENT IS ELECTRONICALLY SIGNED AND
ANDinfor,, - must be fumishad 1, the s—eyo, and ,Me, AM Delta (Central Angle)
M Measured
SEALED PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES CHAPTER
F- —nership isnat dwe—had
N -t,d bythi—my, I -
1-a eth,,rvdae red.
N&D Nail & Disk
Wood/PVC Fence
NR Non -Radial -
0- Chain Link Fence
5J-17 OF THE FLORIDA ADMINISTRATIVE CODE.
A`yis s.—, st,..1d -t b—ad W P,,lee.as
b n sapz t,,k,, dl,infiald mati-, (iff .. d)—app-1—ae
CHU Overhead Utility Line
ORB Official Records Book DATE OF FIELDWORK: 03/20/18
P,,paq tnas.ld.r ilp—T11t., s— —, ahysi,,alfly -.ted
by field s ... y DATE SIGNED: 03/28/18
8. M-una-as fo,nd m set are st,d—
calculated mea-d inf,—.0—... n,lad by (C)
10. Am des matined a, mi,,,r,ey are gravear man neran Via 5000,
lb,ribarn 1 it, 7500', (w-rdaln 1- 1, 10.000' SURVEYORS NAME: BILL H. HYATT LS4636
DEAL LAND SURVEYING, LLC LB 81211I.Pri--avey W—fl—betined—slagaid ... dirtier, pra,tdad by
rw,dmpl,t,
if.ppla,abla
FOR ALL INQUIRIES CONTACT; NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATUREa, Th.dih.1 a—yis —pia,..tt-be ste,a, rep -rite. Deal Land Survityiing, LLC
804 S French Avenue
Sanford, FL 32771
AND AUTHENTICATED ELECTRONIC SEAL
THIS SURVEY IS PREPARED FOR THE EXCLUSIVE
DA TE DA TE REVISION
USE AND BENEFIT OF THE PARTIES LISTED HEREON.
407-878-3796
REVISION
LIABILITY TO THIRD PARTIES MAY NOT BE
FRANSFERRED OR ASSIGNED. INFO@)denII,,.dsurv.yvmq.com