479 Rocky Grove Ln 18-3183; NEW SFHCOUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100006 DATE: August 02, 2018 / / BUILDING APPLICATION #: 18-10000663 co 1BUILDINGPERMITNUMBER: 18-10000663
UNIT ADDRESS: ROCKY GROVE LANE 479 21-19-30-510-0000-0790 3 o- T I
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: TAYLOR MORRISON OF FL INCADDRESS: 2600 LAKE LUCIEN DRIVE SUITE 350 MAITLAND FL 32751
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 479 ROCKY GROVE LANE / THORNBROOKE PHASE4 / SFR
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE
ROADS-ARTERIALS CO -WIDE ORD
Single Family Housing 705.00 1.000 dwl unitROADS -COLLECTORS 705.00N/A
SingRle CFamily Housing 00 1.000 dwl unitFIREESUEN/A 00 LIBRARY
CO -WIDE ORD 00 Single
Family Housing 54.00 1.000 dwl unit SCHOOLSCO -WIDE 54.00 ORDSingle
Family Housing 5,000.00 1.000 dwl unit PARKS5,000.00 N/A LAW
ENFORCE N/A 00 DRAINAGE
N/A 00 AMOUNT
DUE 00
5,
759.00 PERSONS
ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCEOFABUILDINGPERMIT. PERSONS
ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TOAPPEALTHECALCULATIONOFANYOFTHEABOVEMENTIONEDIMPACTFEESACTMUSTBEEXERCISEDBYFILINGAWRITTENREWITHIN45DAYSOFTHEDATEABOVEBUTNOLATERTMMUSTCERTIMEETTTHEFREQQUIREMENTSROFCTHEACOUNTYTHE
FOR ECO 4
O
U LANDEDEVELOPMENTUESTCOPIES
OF RULES GOVERNING E. n / APPEALSMAYBEPICKEDUP, OR REQUESTED,` FROMTHEBUSINESSOFFICE: 1101 EAST FIRST STREET, SANFORDFL, 32771; 407-665-7356. PAYMENT
SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDINGDEPARTMENT1101
EAST FIRST STREET SANFORD,
FL 32771 SHOULDPAYMENT
CHECKRENCETHECOUNTYUIILDINGYPERMITONUMBEREATORTOPOOFDESTATEMENT. THE LEFT THISTHISSTATEMENTIS
NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60CALENDARDAYSFROMTHEDATEABOVE
Parcel 1 D Number a 1-19-30-5I 0-000040rr_ 0
Prepared By Kim Carter
and Taylor Morrison Homes
Return To : 2600 Lake Lucien Drive, Suite 350
Maitland, FL 32751
NOTICE OF COMMENCEMENT.
State of Florida.
County of Seminole.
The undersigned hereby gives notice that improvements will be made to ce
with Chapter 713, Florida Statutes, the following information is provided it
1. Description of property : LOT / `
Legal Description : Thornbrooke Phase acc
Plat Book$ I., PagX-7/, of the
4 Florida.
PfOCLI G Addresses
2. General description of improvements : Single Family Home
3. Owner information :
4. Fee Simple Title Holder: N.A.
5. Contractor name and address
GRANT NALOY SENINOLE COUNTY
CLERK OF CIRCUIT COURT & COMPTROLLER
BY. 9178 Fs 659 (lPss)
CLERK'S T 2018084621
RECORDED 07/23/2018 10=24:33 All
RECORDING FEES $10.00
RECORDED BY hdevore
ain real property, and in accordance
this Notice of Commencement.
ng to the plat thereof, as recorded in
lic records of Seminole County,
u(/e Sanford FL
Name Taylor Morrison of Florida Inc.
Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751
Name Taylor Morrison of
Address 2600 Lake Lucien I
6. Surety : N.A.
7. Lender: N.A.
8. Persons within the State of Florida designated by the Owner upon
be served as provides by 713.13(1)(a)7., Florida Statutes: N.A.
9. In addition to himself, Owner designates the following to receive
in 713.13(1)(b), Florida Statutes. N.A.
10. Expiration date of notice of commencement: One year from the &
Ja Inc.
Suite 350, Maitland, FL 32751
notices or other documents may
copy of the Lienor's Notice as provided
of recording.
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRAT ON OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A N07 ICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YO J INTENT TO OBTAIN FINANCING, CONSULT
YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUF NOTICE OF COMMENCEMENT.
11. Date Signed : Signature of Owner's Agent:
ioJi
Tay
Sworn to and subscribed before me this by John Asa Wright who is persc
Notary Public DA Clark
My commission expires: 6/27/19
Serial No. FF 209108 ry Signature:
AN
Verification pursuant to Section 92.525, Florida Statutes. Under penalties
foregoing and that the facts stated in it are true to the best of my knowled;
4sa Wright , _--sAft
r Morrison of Flor Xc
illy known to me.
perjury, 1 declare that I have read NteJ Q o 0
and belief.
T-)
Job Addre
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
v
d
Application No: I,% ' 3 V
Documented Construction Value: $
Historic District: Yes No 0
Parcel ID: gj-19-30- 510-0000-'0?l 0 Residential U Commercial
Type of Work: New X Addition Alteration Repair Demo Change of Use Move
Description of Work: NEW SINGLE FAMILYHOME - THORNEBROOK PHASE 4 LOT
NUMBER : —7q Plan
Review Contact Person: Daphne Clark Title: Phone:
407-257-6940 Fax: Property
Owner Information Name
TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street:
151 SOUTHHALL LANE #200 Resident of prope *ty* : NO c
City,
State Zip: MAITLAND FL 32751 Daphne Clark 407-
257-6940 Contractor
Information Daphne@PermitsPermitsPermits.com Name
JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: Street:
151 SOUTHHALL LANE #200 Fax: 407-
257-6940 City,
State Zip: MAITLAND FL 32751 State License No.: Architect/
Engineer Information Name:
Phone: Street:
Fax: City,
St, Zip: Bonding
Company: N/A Address:
E-
mail: Mortgage
Lender: N/A Address:
CBC1257462
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: 51" Edition (2014) Florida Building Code Revised:
June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
c
Sig re of Owner/Agent ate
TAYLOR MORRISON OF FLORIDA INC
Print Owner/Agent's Name
Signature of Notaryrida Date! rD.
AL CLAM MY
COMMISSION I FF 209108 olwc
EXPIRES: June 27,2019 Noti
Owner/
Agent is y,nal'iy Knoe wnto 8trolm Me
or Produced
ID N/A Type of ID 712 -
eJl e - Sjgfsature
of Contractor/Agent / Da* JOHN
ASA WRIG T Print
Contractor/Agent's N v
Signature
of Notary -State of Florida Date D.
A MW MY
COMMISSION I FF 209108 EXPIRES:
June 27, 2019 ContractWentWTLD
8IifP Known to Me or Produced
ID NIA Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building ® Electrical Y Mechanical [Z' Plumbing® Gas[] Roof Construction
Type: U (3 Occupancy Use: Flood Zone: )C- SIX Total
Sq Ft of Bldg: ?? P W1 Min. Occupancy Load: ("_j # of Stories: Z New
Construction: Electric - # of Amps 0 Fire
Sprinkler Permit: Yes No DJ # of Heads APPROVALS:
ZONING: * •20 .?v/g % UTILITIES: COMMENTS:
ENGINEERING:
VN'rC $ -(o ` 19 FIRE: Ok
to construct single family home with
setbacks and impervious area shown
on plan. 4 n43-f0 a G .1L 5q.& %
I biz Z
3 Plumbing - #
of Fixtures Fire
Alarm Permit: Yes No Pg WASTE
WATER: BUILDING:
Revised:
June 30, 2015 Permit Application
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
y Qo
Documented Construction Value: $ J v
Job Address:4( QGIC Qti%Q! Historic District: Yes El No 9
Parcel ED: -19-30- 510 -0000- 0 Residential R Commercial
Type of Work: New X Addition Alteration Repair Demo Change of Use Move
Description of Work: NEW SINGLE FAMILY HOME THORNEBROOK PHASE -
LOT NUMBER : -7q
Plan Review Contact Person: Daphne Clark Title:
Phone: 4 7-257-6940 Fax: M311It-C'- tt il Mu t
Property Owner Information
Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077
Street: 151 SOUTHHALL LANE # 200
City, State Zip: MAITLAND FL 32751
Resident of proper*ty{ : NO
c
Daphne Clark
407-257-6940
Contractor Information paphne@PermitsPermitsPermits.com
Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940
Street: 151 SOUTHHALL LANE # 200 Fax:
City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462
Name:
Street:
City, St, Zip:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Bonding Company: N/A Mortgage Lender: N/A
Address: Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. 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: 5'h Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
44Z - - c
Sig re of Owner/Agent ate
TAYLOR MORRISON OF FLORIDA INC
Print Owner/Agent's Name
Signature of Notary4WqfR6rida Datel
212--lila-
Sigiature of Contractor/Agent / Date
JOHN ASA WRIG T
Print Contractor/Agent's N
7 v
Signature of Notary -State of Florida Date
o-%D. A ctARK a? ::; D. A C1ARK
MY COMtJIISSION 0 FF 209108 * MY COMMISSION b FF 209108
Ned EXPIRES: June 27, 2019 EXPIRES: June 27, 2019
801Notary6mka''Owner/Agent is yony mown to Me or Contractt419ent 8iflft Known to Me or
Produced ID N/A Type of ID Produced ID nt/n Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures,
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES: 11371-? WASTE WATER:
Is 19 BUILDING:
Revised: June 30, 2015 Permit Application
Y OF
SXNFORD
PLANNING & DEVELOPMENT
SERVICES DEPARTMENT
Flood Zone Determination Request Form
Name: John Asa Wright Firm: Taylor -Morrison of Florida, Inc.
Address: 2600 Lake Lucien Drive
City: Maitland State: FL Zip Code: 32751
Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com
Property Address: 479 Rocky Grove Lane
Property Owner: Taylor Morrison of Florida, Inc.
Parcel identification Number: 21-19-30-510-0000-0790
Phone Number: 407-629-0077 Email:
The reason for the flood plain determination is:
New structure Existing Structure (pre-2007 FIRM adoption)
Expansion/Addition Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360)
OFFICIAL USE ONLY
Flood Zone: X Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
The parcel is in the: floodplain floodway
A portion of the parcel is in the: floodplain floodway
E The parcel is not in the: W floodplain floodway
The structure is in the: floodplain floodway
The structure is not in the: floodplain floodway
If the subject property is determined to be flood zone W, the best available information used to
determine the base flood elevation is:
BP# 18-3183
Reviewed by: Michael Cash, CFM Date: August 6, 2018
r e Application for Right -of -Way Use
for Driveway, Walkway & Landscape
F L8 117
f7Department
of Planning & Development Services www.
sonfordn.gov 300 North Park Avenue, Sanford, Florida 32771 Phone:
407.688.5140 Fax:407.688.5141 This
permit authorizes work to be done 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. 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 size and location
of the existing right—of-way and use shall be provided or application could be delayed. G. s
Know
whws below. 7m"
B %avor 77 Call before you dig. 1.
Project Location/Address: / 11 "" /ter I. 2.
Proposed Activity: Driveway Walkway Other: 3.
Schedule of Work: Start Date Completion Date Emergency Repairs 4.
Brief Description of Work: ,Aelk"=;A fore NA( SM This
application is submi e y Property
Owner tGo.
lYT%i%i /V01V hM 5 Signature: Print Name: Address:
IS/ 44NE / AhO tT, ZZICI Phone:
4O7-&7-6f4Q Fax- a1QOhne _ ip'fCdiM i&&W Date: V
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 penmlttee 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 Improve- ment
and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore
the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To
the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its oouncllpersons, agents, servants, or employees appointed,
elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or
consequential), or Injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and
reasonable attomeys fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City'
s right-of-way. I
have read and un rstand the above statement and by signing this application I agree to its terms. I
hereby understand an to pay all city fees related to this application as required by the city's adopted Fee Resolution. Signature:
Date: LO This
permit shall be posted on the site during construction. Please
call 407.688.5080, Ext. 5401.24 hours in advance to schedule a pre -pour Inspection. Pre -
pour Inspection by: Date: 5eptember
2010 ROW Use Ddveway.pdf
DESCRIPTION AS FURNISHED: Lot 79, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages
70 thru 71, Public Records of Seminole County, Florida.
PLOT PLAN FOR/CERTIFIED TO
5.00'
O OO
LOT 78
p ., 5.00,
CO
O
GpG`---72.2C----
Taylor Morrison of Florida, Inc.
TRACT J
0EN SPACE/RECREATION
N 00614'55" W
40.00'
7
19.80' 19.80'
15.7
co COVERED
v PATIO
5
14.3' .
00'
LOT 79
Ey
PROPOSED RESIDENCE J
MODEL:, ANASTASIA 7
2 CAR GARAGE RIGHT
U
La
5.0' 1
ENTRY
I
21.3'
5.00" Ll — 16" DRIVE
25.20 5.20'
70' UTIL. ESMT.
c
WALK
CURB
N 00014 '55 " W
40.00'
O O
O 6 LOT 80r
O ~
U)
ROCKY CRO V' LAND'
50' R/W) UTIL. AND ACCESS
Q
p
PROPOSED — FINISHED SPOT GRADE ELEVATION
PER DRAINAGE PLANS
PROPOSED DRAINAGE FLOW
LOT GRADING TYPE B
PROPOSED F.F. PER PLANS = 23.1' +
PROPOSED GRADE PER CONSTRUCTION PLAN ++
ON LOI ARL.1 i.Al. t:IJL/IIfV•"!S
LOT 4.,'00 5n i i
LIVING 1,457 5(.11
GARAGE. 45g t,n•1
ENTRY+" i
LANAI T
BREEZEWAY Pv."
DRIVEWAY 40j
A/C PAD 1,5 SL,,! i
WALKWAY 71) T
IMPCRVIOUS= 5.1.E.
2.v:rs
R/W _ 4 4 L) S!'.' '
APRON = 110 b"''
PLOT PLAN ONLYBUILDINGSETBACKS: SIDEWALK = 200 5n r';
FRONT = 25'
REAR = 15'
SIDE = 5.0'
SIDE CORNER = 10'
TOOT A SURVEY)
PROPOSED INFORMATION SHOWN
BASED ON SUPPLIED PLAN
AND/OR INSTRUCTIONS PER
ODL 131
AREAS:
AREA
DRIVEWAY
SIDEWALK = 770 50 i
CLIENT(NOT FIELD VERIFIED) SOD = 30E
CRUSEMMEr R-ASTCOTT & ASSOC, INC. - LAND SURVT'YOR -5`
LCGCIID - LEGEND -
5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658—• 14,35
Pr PLATrICLIT P.D.L. TYP. POINT ON LINE
TYPICAL
a
NOTES:
IP IRON PIPE PRE. POINT or RCVCRSC CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS Or PRACTICE SET FORM BY THE FLORIDA OMRD OF p
I.P IRON ROD PL.C. POINT OF COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472027. FLORID. STATUCS E
C.,[ONCR[rE NONUMEN7 RAD RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VALID.
SETIRREC. 1/2' IR. •/RLI 4596
R[COVERCD A. V.P. RON-RADIAL
VITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS
P.O.Y. POINT OF CAL[. CALCULATED OR EASEMENTS THAT ArTECT THIS PROPERTY.
P.O.0 COMMEBEGINNCEINGPOINTOFCOMMENCEMENT PJVL PCRMAHCNr REFCRCNCE MONUMENT 4, NO UNDER, -ROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN.
i CENTCRLINE fF. FINISHED FLOOR ELEVATION S THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIRTED TO AND SHOULD NOT BE REUED UPON BY ANY OTHER CNTIIY.
NLD NAIL L DISK B.SL. BUILDING SETBACK LINE 6. DIMENSIONS SHOWN FOR THE LOCATION Or IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES
PNESMI RIGHT-Or-VAY
CASEMENT IA. B.Y. BENCHMARK
OASC BEARING 7 BEARINGS. ARE BASED ASSUMED MAIM AND ON THE LINE SHOWN AS BASE BEARING (BB)
1e I
DRAIN. DRAINAGE 6. ELEVATIONS. IF SHOWN, ARE BASED ON NATIONAL Groom MruM or 1929. UNLESS OTHERWISE NOTED
UTIL UTILITY D CCRTIr1GTE OF AUTHORIZATION No 4596.
rC. CHAIN LINK FCNCC
Vorc. VOOD FENCE—
C/1 CONCRETE ROCK sr -ALE — I• - 20 DRAWN BY: •" / H
PC. POINT OF CURVATURE
P.T POINT Or TANGENCY E) CERTIFIED BY. DATE ORDER No.
DLSC. RL
DESCRIPTION
RADIUSARCLC IIGTH PLOT PLAN 07- 16-2018 4656- 18
D DCLTA
CC., CHORDCHORD BEARING
NORTH
THIS BUILDING/PROPERTY DOES. NOT UE WITHIN!-ZS`--
THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM' TOAI" RUSEN ER, R.L.S. / 4714
ZONE 'X• MAP / 12117C 0055 F. SCO , R.L.S 1 4801
DESCRIPTION AS FURNISHED: Lot 79, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages
70 thru 71, Public Records of Seminole County, Florida.
PLOT PLAN FOR/CERTIFIED TO
5.00
00 1i
LOT 78 1*
O , 5.00'
O
OP C- - J --72'26- - - - -
Taylor Morrison of Florida, Inc.
TRACT J
OPEN SPACE/RECREATION
N 00014 '55 " W
40.00'
7 7
19.80'-19.80' 19.80'
15.7'
COVERED
v PATIO
5.00'
14.3'
LOT 79
N
C/ Lr)
PROPOSED RESIDENCE 1
MODEL: ANASTASIA 7
2 CAR GARAGE RIGHT
0)
O O
5.0' U) o LOT 80LSC\2
Qi •-9
ENTRY CID
co
O
O)
21.3'
1 r 5.00'
16' DRIVE
10' UTIL. ESMT.
I -
WALK
CURB
N 00014 '55 " W
40.00'
ROCKY CRO Vim' LAND'
50' R/W) UTIL. AND ACCESS
1
G
LO
O
Q PROPOSED = FINISHED SPOT GRADE ELEVATION
PER DRAINAGE PLANS
PROPOSED DRAINAGE FLOW
LOT GRADING TYPE B
PROPOSED F.F. PER PLANS = 23.1' +
PROPOSED GRADE PER CONSTRUCTION PLAN ++
ON L 0 7 AREA__G,1LGU:_:_,IILP!S--
LOT 4, C)O 5L I °.
LIVING 1.457 SOJ I
GARAGE 151i r
ENTRY 1
LANAI
BREEZEWAY.
DRIVEWAY e03
A/C PAD IE sb.I
I WALKWAY 70
IMPERVIOUS= 5-I.E.
2.61J SC."
SOD 217: 0.I
OFF LOT AREA CALCUtannl•:_..
R/W 4,10 10
APRON 1 10 S'. " 1.
BUILDING SETBACKS: PLOT PLAN ONLY*` SIDEWALK = 200 _o: ,
FRONT = 25' NOT A SURVEY)
SOD = 131
REAR = 15'
SIDE = 5.0'
PROPOSED INFORMATION SHOWN AREA
SIDE CORNER 10'
BASED ON SUPPLIED PLAN DRIVEWAY = 5I,i
AND/OR INSTRUCTIONS PER SIDEWAL%i = 70
CLIENT(NOT FIELD VERIFIED) I SOD 2 -i0c
CR USEYVAfEYE'R - IS`CO TT A AS/S/O C. INC. - LAND ASI UR
LEGLND LEGEND -
5400 E. COLONIAL OR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-• 1 436
F PLATTICLD PiYP. P. POINT ON LINE
TYPICAL
j
NOTES' `
IP. IRON PIPE PR.C. POINT Or REVERS[ CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS Of PRACTICE SCT FORM BY ME FLORIDA BOARD OF
IR. IRON ROD P.C,C. POINT Or COMPOUND CURVATURC PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 3J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 172.027, FLORDA STATUES
C.M. CONCRCTC MONUMENT RAD. RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE ANO ORICWAL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VALID. ,
1
SCI I.R.
REC.
112' IR../1LB 159i NA, W.P. NON -RADIAL
vITHESS POINT J. THIS SURVEY WAS PREPARED FROM TIRE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS
POB,
RECOVERCD
POINT Or BEGINNING CALL. CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY.
P.O.C. POINT COMMENCCMCNT PERMANENT RCFEREEV MONUMENT 1. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. EMIGRE INaELI rT. rr. rIN1SMC0 FLOOR ELEVATION S. THIS SURVEY IS PREPARED FOR THE, SOLE BENEni OF THOSE CERTIFIED l0 AND SHOULD NOT BE RCUCD UPON BY ANY OTHER CNIIIY.
NLD NAIL L DISK B.SL. BUILDING SETBACK LINE d, DIMENSIONS SHOWN FOR THE LOCATION of IMPROVEMENTS HEREON SHOULD NOT BE USED TO RCCONSTRUCT BOUNDARY LINES.
RIV RIGHT -Or -WAY
ASEM NTCNtCASERAIME BMB.B. BENCHMARK
BASE BEARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON ME LINE SHOWN AS BASE BEARING (B.B.)
DRAIN. GC B. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC DATUM OF I929, UNLESS OTHERWISE NOTED.
UTIL. UTILITY B. CERnnGATE OF .AUTHORIZATION No. ISBB.
CL rC. CHAIN LI1IK FENCE
JDrC. VDOD FENCE
CIB CONCRETE BLOCK SCALE I- I' - 20 DRAWN BY: '•' H
PC. P 1. DL'SC.
PCINT Or CUR V AIURC
POINT Or rANGENCT
DESCRIPTION CERTIFIED BY: DATE ORDER No.
RL RADIUSARCLENGTH PLOT PLAN 07-16-2018 4656- 18
D DELTA
C CHORD
C D CHORD BEARING
NORTH
THIS BUILDING/PROPERTY DOES NOT UE WITHIN
ES
STHEESTABLISHED100YEARFLOODPLANEASPER 'FIRM• iRUSEN R, R.L.S. 1 4714
ZONE •X• MAP / •12117C 0055 F JSCO , R.L S 1 4801
SCPA Parcel View: 21-19-30-510-0000-0790 http://parceldetaii.scpafl.org/ParceiDetai llnfo.aspx?PI D=2119305100...
1 of 2
noroTv
PropeEW Record Card
Parcel: 21-19-30-510-0000-0790
c.r.roorsrrr,raarox Property Address: 479 ROCKY GROVE LN SANFORD. FL 32771
Parcel Information Value Summary
2018 Working 2017 Certified
Values Values
Valuation Method CostlMarket Cost/Market
Number of Buildings 0 0
Depreciated Bldg Value
Depreciated EXFT Value
Land Value (Market) 40,000 26,050
Land Value Ag
Just/Market Value " 40,000 26.050
Portability Adj
Save Our Homes Adj 0 s0
Amendment 1 Adj 0 12,784
P&G Adj 0 s0
Assessed Value 40,000 13,266
Tax Amount without SOH: $336.00
2017 Tax Bill Amount $336.00
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOT 79
THORNBROOKE PHASE 4
PB 81 PGS 70-71
Taxes
Taxing Authority Assessment Value I Exempt Values I Taxable Value
County General Fund 40,000 0 40,000
Schools 40,000 0 40,000
City Sanford 40,000 0 40.000
SJWM(Seint Johns Water Management) 40.000 0- 40.000
County Bonds 40,000 0 40.000
Sales
Description Date Book Page Amount Qualified Vadlmp
No Sales
Find Comparabie Sales-1
Land
Method Frontage Depth Units Units Price Land Value
LOT 1 $40,000.00 $40,000
Building Information
Permits
Permit # Description Agency Amount CO Date Permit Date
7/22/2018, 8:42 PM
REQUIRED INSPECTION SEQUENCE
TAYLOR MORRISON SFR-DETACHED
Permit #
BUILDING PERMIT
Min Max Inspection Description
10 Form board / Foundation Survey
10 Slab / Mono Slab Pre our
20 Lintel / Tie Beam / Fill / Down Cell
30 Sheathing — Walls
30 Sheathing — Roof
30 50 Final Window
40 Roof Dry In
50 Frame
60 Insulation Rough In
70 Drywall / Sheetrock
40 70 Lath Inspection
50 1000 Final Roof
50 1000 Final Stucco / Siding
80 1000 Insulation Final
1000 Final Single Family Residence
A rldlrncc-
ELECTRICAL PERMIT
Min Max Inspection Description
10 Electric Underground
10 Footer / Slab Steel Bond
20 30 Temporary Underground Power (TUG)
30 Electric Rough
1000 Electric Final
Inspection DescriptionMinMax
10 PlumbingUnderground
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
1VI E_'C_i3A NI@AL'PE•R1VII'I';Y _ - -:,fi;:~=..= _ '_`: '` t-;;
Min Max Inspection Description
10 Mechanical Rough
1000 Mechanical Final
REVISED: June 2014
RECORD COPY
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name. Lot79ThornebrookeAnastasiaAGR Builder Name: Taylor Morris n
Street: 479 Rocky Grove Lane Permit Office: (j(7j f(itd
City, State, Zip: Sanford , FL , 32771 Permit Number 8 _ 3 183 n4bOwnerJurisdiction: 91 00DesignLocation: FL, Orlando County:- Seminole (Florida Climate Zone 2
1. New construction or existing New (From Plans) 9 Wall Types (3137.2 sgft.) Insulation Area
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior R=13 0 1521.06 ft'
b Concrete Block - Int Insul, Exterior R=4.1 1375.90 ft'
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 240.33 ft'
4. Number of Bedrooms 4 d. N/A R= ft'
10. Ceiling Types (1508.0 sgft.) Insulation Area
5. Is this a worst cases No a. Under Attic (Vented) R=38.0 1481.00 ft
6. Conditioned floor area above grade (ft') 2582 b. Knee Wall (Vented) R=30.0 27.00 ft'
Conditioned floor area below grade (W) 0
c. N/A R= ft'
11. Ducts R f12
7. Windows(377.2 sgft.) Description Area a. Sup. Attic, Ret: Attic, AH. 2nd Floor 6 293.4
a. U-Factor• Dbl, U=0.34 305.21 ft' b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 223
SHGC: SHGC=0.31
b. U-Factor: Dbl, U=0.58 72.00 ft' 12. Cooling systems kBtu/hr Efficiency
SHGC: SHGC=0.32
a. Central Unit 25.2 SEER:16.00
b. Central Unit 25.2 SEER:16.00
c. U-Factor: N/A ft'
SHGC: 13. Heating systems kBtu/hr Efficiency
d. U-Factor: N/A ft' a Electric Heat Pump 21.8 HSPF:8.50
SHGC: b. Electric Heat Pump 21.8 HSPF:8.50
Area Weighted Average Overhang Depth: 2.845 ft.
Area Weighted Average SHGC: 0.312 14. Hot water systems
a. Electric Cap: 50 gallons
8. Floor Types (2582.0 sgft.) Insulation Area
EF: 0.950
a. Slab -On -Grade Edge Insulation R=0.0 1467.00 ft' b. Conservation features
b. Floor Over Other Space R=0.0 1102.00 ft' None
c. other (see details) R= 13.00 ft' 15. Credits Pstat
Glass/Floor Area: 0.146
Total Proposed Modified Loads: 74.58
PASSTotalBaselineLoads: 77.27
1 hereby certify that the plans and specifications covered by Review of the plans and F'CKE S741
this calculation are in compliance with the Florida Energy specifications covered by this
Code. - calculation indicates compliance emu,,. '' - '
o •{+
with the Florida Energy Code.
PREPARED BY: +'--! ~ Before construction is completed
DATE: __7./_1-3/1.8 this building will be inspected for a
compliance with Section 553.908
I hereby certify that this building, as designed, is in compliance Florida Statutes.
with the Florida Energy Code. COD wE C¢
OWNER/AGE __ _ BUILDING OFFICIAL-'_
DATE: - %- - -- - DATE:
Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed in accordance with R403.3.2.1.
Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an
envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2).
7/13/2018 1:42 PM EnergyGauge® USA - FlaRes2017 Section R405 4.1 Compliant Software Page 1 of 5
17i1:TLTA i:ZIi1VIO 51 PROJECT
Title:
Lot79ThornebrookeAnastasia Bedrooms: 4 Address Type- Street Address Building
Type: User Conditioned Area: 2582 Lot # Owner
Name: Total Stories: 2 Block/Subdivision: of
Units: 1 Worst Case: No PlatBook: Builder
Name: Taylor Morrison Rotate Angle: 0 Street: 479 Rocky Grove Lane Permit
Office: Cross Ventilation: No County. Seminole Jurisdiction:
691500 Whole House Fan: No City, State, Zip: Sanford , Family
Type: Single-family FL , 32771 New/
Existing: New (From Plans) Comment:
CLIMATE
Design
Temp Int Design Temp Heating Design Daily Temp Design
Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL,
Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS
Number
Name Area Volume 1
Blockl 1467 13643.1 2
Block2 1115 10035 SPACES
Number
Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Healed 1
1st Floor 1467 13643.1 Yes 5 1 1 Yes Yes Yes 2
2nd Floor 1115 10035 No 0 3 1 Yes Yes Yes FLOORS
Floor
Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1
Floor over Garage 2nd Floor ---- ---- 13 ft' 13 0 0 1 2
Slab -On -Grade Edge Insulatio 1st Floor 147.4 ft 0 1467 ft' 0.28 0 0.72 3
Floor Over Other Space 2nd Floor --_- --_- 1102 ft2 0 0.15 0 0.85 ROOF
Roof
Gable Roof Solar SA Emitt Emitt Deck Pitch V #
Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1
Gable or Shed Composition shingles 1655 ft' 370 ft' Medium 0.85 N 0.85 No 0 26.6 ATTIC
V #
Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1
Full attic Vented 300 1480 ftz N N 7/
13/2018 1:42 PM EnergyGaugeO USA - FlaRes2017 Section R405.4 1 Compliant Software Page 2 of 5
FORM R405-2017
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Knee Wall (Vented) 1st Floor 30 Batt 27 ft' 0.11 Wood
2 Under Attic (Vented) 1st Floor 38 Blown 12 ft' 0.11 Wood
3 Under Attic (Vented) 2nd Floor 38 Blown 1469 ft' 0.11 Wood
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
Ornt To Wall Type Space R_Value-Et-In-Et-In AreaR Value-Eraclion-Absor._Grade%_
1 E Exterior Frame - Wood 2nd Floor 13 30 0 9 0 2700 ft' 0 0.23 0.6 0
2 E Exterior Concrete Block - Int Insul 1st Floor 4.1 30 0 9 4 280.0 ft' 0 0 0.6 0
3 S Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft' 0 023 06 0
4 S Exterior Concrete Block - Int Insul 1st Floor 4.1 54 6 9 4 508.7 ft' 0 0 0.6 0
5 W Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0
6 W Exterior Concrete Block - Int Insul 1st Floor 4.1 5 6 9 4 51 3 ft' 0 0 0.6 0
7 NW Exterior Concrete Block - Int Insul 1st Floor 4.1 4 11 9 4 45.9 ft' 0 0 0.6 0
8 N Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490 5 ft' 0 023 0.6 0
9 N Exterior Concrete Block - Int Insul 1st Floor 4.1 52 6 9 4 490.0 ft' 0 0 06 0
10 - Garage Frame - Wood 1st Floor 13 25 9 9 4 240.3 ft' 0 0.23 0.01 0
DOORS
Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 NW Wood 1st Floor None 25 2 10 8 227 ft'
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall Overhang
y # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening
1 E 1 Vinyl Low-E Double Yes 0.34 0.31 N 30.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None
2 E 1 Vinyl Low-E Double Yes 0.34 0.31 N 40.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None
3 E 2 Metal Low-E Double Yes 0.58 0.32 N 72 0 ft' 10 ft 8 in 0 ft 0 in None None
4 E 2 Vinyl Low-E Double Yes 034 031 N 58.3 ft' 1 ft 0 in 11 It 8 in Drapes/blinds None
5 S 3 Vinyl Low-E Double Yes 0.34 031 N 30.0 ft' 1 ft 0 in 1 It 0 in Drapes/blinds None
6 S 4 Vinyl Low-E Double Yes 0.34 0.31 N 38.9 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds None
7 W 5 Vinyl Low-E Double Yes 034 0.31 N 30.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None
8 N 8 Vinyl Low-E Double Yes 034 0.31 N 6.0 ft' 1 It 0 in 1 ft 0 in Drapes/blinds None
9 N 8 Vinyl Low-E Double Yes 0.34 0.31 N 15 0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None
10 N 9 Vinyl Low-E Double Yes 034 031 N 5.3 ft' 1 ft 0 in 11 It 8 in Drapes/blinds None
11 N 9 Vinyl Low-E Double Yes 0.34 0.31 N 12.9 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds None
12 N 9 Vinyl Low-E Double Yes 0.34 0.31 N 38.9 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds None
7/13/2018 1.42 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5
FORM R405-2017
GARAGE
1
Floor Area Ceiling Area
455 W 455 ft'
Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
64 ft 8 ft 1
INFILTRATION
Scope Method SLA CFM 50 El -A EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) 000408 2762.4 151.65 285.21 3666 7
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1
2
Electric Heal Pump/
Electric Heat Pump/
Split
Split
HSPF:8.4999 21.8 kBtu/hr 1
HSPF-8.4999 21.8 kBtu/hr 2
Sys#1
sys#2
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1
2
Central Unit/
Central Unit/
Split
Split
SEER: 16 25.2 kBtu/hr 756 cfm 0.75 1
SEER: 16 25.2 kBtu/hr 756 cfm 0.75 2
sys#1
sys#2
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC
Cert # Company Name
Collector Storage
System Model # Collector Model # Area Volume FEF
None None ft'
DUCTS
V #
1
2
Supply ----
Location R-Value Area
Attic 6 293.4 ft
Attic 6 223 ft'
Return ---- Air CFM 25 CFM25
Location Area Leakage Type Handler TOT OUT ON RLF
Attic 73.35 ft Default Leakage 2nd Floor (Default) (Default)
2nd Floor 55 75 ft Default Leakage 2nd Floor (Default) (Default)
HVAC #
Heat Cool
1 1
2 2
7/13/2018 1:42 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5
FORM R405-2017
TEMPERATURES
Programable Thermostat Y Ceiling Fans -
Cool ingHeating
jf Jan
rX Jan
jj jj Feb
Xj FebMarl
j Mar j j Apr IAprMayJunj
Ma
Xj
Jun Jul
IXI Jul Aujrl
Au jX Se j
Sep j
Oct
j OctNov
Nov
H HDec
Dec
Ventin Jan Feb X Mar X] A r May Jun Jul Aug Se [X] Oct Nov Dec
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 78 78 78 78 78 78 78 78 78 78
Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
7/13/2018 1.42 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5
FORM R405-2017
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 97
The lower the EnergyPerformance Index, the more efficient the home.
1. New construction or existing
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (ft')
7. Windows" Description
a. U-Factor: Dbl, U=0.34
SHGC: SHGC=0.31
b. U-Factor: Dbl, U=0.58
SHGC: SHGC=0,32
c U-Factor. N/A
SHGC:
d. U-Factor: N/A
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
8. Floor Types
a. Slab -On -Grade Edge Insulation
b. Floor Over Other Space
c. other (see details)
479 Rocky Grove Lane, Sanford, FL, 32771
New (From Plans) 9. Wall Types Insulation Area
Single-family
a. Frame - Wood, Exterior R=13.0 1521.00 ft'
b. Concrete Block - Int Insul, Exterior R=4.1 1375.90 ft
1 c. Frame - Wood, Adjacent R=13.0 240 33 ft'
4 d. N/A R= ft'
10. Ceiling Types Insulation Area
No a. Under Attic (Vented) R=38.0 1481.00 ft'
2582 b. Knee Wall (Vented) R=30.0 27.00 ft'
c. N/A R= ft'
Area
Ducts R ft'
305.21 ft' a. Sup: Attic, Ret: Attic, AH: 2nd Floora. 6 293.4
b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 223
72.00 ft'
12. Cooling systems kBtu/hr Efficiency
ft' a. Central Unit 25.2 SEER:16.00
b. Central Unit 25.2 SEER:16.00
IM
2.845 ft.
0.312
Insulation Area
R=0.0 1467.00 ft'
R=0.0 1102.00 ft'
R= 13.00 ft'
13. Heating systems
a. Electric Heat Pump
b. Electric Heat Pump
14. Hot water systems
a. Electric
b. Conservation features
None
15. Credits
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
19
based on installed Code compliant features.
Builder Signature:
Address of New Home:
Date:
City/FL Zip:
kBtu/hr Efficiency
21.8 HSPF:8 50
218 HSPF:8.50
Cap: 50 gallons
EF: 0.95
Pstat
yo zNE srAT,
o
1 03°n O
u1
a
a
b
COD W,6
Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at
techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of
certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building
Commission's support staff.
Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
7/13/2018 1 42 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1
iQDEL--AIR Manual S Compliance Report
HUMO • AIR CONMOMO a h u 1
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web WWW.DEL-AIR COM
For: Taylor Morrison
479 Rocky Grove Lane, Sanford, FL 32771
Job: Lot79ThornebrookeAna...
Date: 7/13/18
By: JA
Cooling Equipment
Design Conditions
Outdoor design DB: 92.5°F Sensible gain: 18576 Btuh Entering coil DB: 76.5°F
Outdoor design WB: 76.3°F Latent gain: 3462 Btuh Entering coil WB: 63.2°F
Indoor design DB: 75.0°F Total gain: 22038 Stuh
Indoor RH: 50% Estimated airflow: 840 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASH
Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR
Actual airflow: 840 cfm
Sensible capacity: 18712 Btuh 101% of load
Latent capacity: 3996 Btuh 115% of load
Total capacity: 22708 Btuh 103% of load SHR: 82%
Design Conditions
Outdoor design DB: 41.7°F Heat loss: 19752 Btuh Entering coil DB: 69.5°F
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR
Actual airflow: 840 cfm
Output capacity: 22379 Btuh 113% of load Capacity balance: 39 OF
Supplemental heat required: 0 Btuh Economic balance: -99 OF
Backup equipment type
Manufacturer:
Actual airflow:
Output capacity:
Elec strip
Model:
840 cfm
5.0 kW 86% of load Temp. rise: 18 OF
Meets all requirements of ACCA Manual S.
t Wr ghtsoft- 2018-Jul-13 13:37:27
Right -Style® Universal 2018 18.0.13 RSU24011 Page 1
14CCk ...eAnastasiaAGR\Lot79ThornebrookeAnaslasiaAGR.rup Calc = MJ8 House laces, W
1 DEL -AIR Manual S Compliance Report Job: Lot79ThornebrookeAna...
Date: 7/13/18
NEuraa•autCONOMMINe ahu 2 By: JA
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax, 407.333.3853 Web: WWW.DEL-AIR.COM
For: Taylor Morrison
479 Rocky Grove Lane, Sanford, FL 32771
Design Conditions
Outdoor design DB: 92.5°F Sensible gain: 17174 Btuh Entering coil DB: 78.0°F
Outdoor design WB: 76.3°F Latent gain: 2927 Btuh Entering coil WB: 63.90F
Indoor design DB: 75.0°F Total gain: 20102 Btuh
Indoor RH: 50% Estimated airflow: 840 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Lennox Model: 14HPX-024-230-21+CBA27UHE-024-230•++TDR
Actual airflow: 840 cfm
Sensible capacity: 18379 Btuh 107% of load
Latent capacity: 4102 Btuh 140% of load
Total capacity: 22482 Btuh 112% of load SHR: 82%
Design Conditions
Outdoor design DB: 41.7°F Heat loss: 13344 Btuh Entering coil DB: 69.0°F
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Lennox Model: 14HPX-024-230-21+CBA27UHE-024-230'++TDR
Actual airflow: 840 cfm
Output capacity: 22168 Btuh 166% of load Capacity balance: 29 OF
Supplemental heat required: 0 Btuh Economic balance: -99 OF
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 840 cfm
Output capacity: 3.5 kW 88% of load Temp. rise: 13 OF
Meets all requirements of ACCA Manual S.
wrightsoft- 2018-Jul-13 13 37 27
Right-SudeO Universal 2018 18.0.13 RSU24011 Page 2
14C'CA..eAnastasiaAGR\Lot79ThornebrookeAnaslasiaAGR rup Calc = MJ6 House laces. W
DEL --AIR Com onent Constructions Job: Lot79ThornebrookeAna...
Date: 7/13/18
Niar01G • AIR CON11111111110HING Entire House By: JA
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone 407.333.2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM
For: Taylor Morrison
479 Rocky Grove Lane, Sanford, FL 32771
Location:
Orlando Intl AP, FL, US
Elevation: 95 ft
Latitude: 280N
Outdoor: Heating
Dry bulb (OF) 42
Daily range (OF) -
Wet bulb (OF) -
Wind speed (mph) 15.0
Indoor:
Indoor temperature (OF)
Design TD (OF)
Relative humidity (%)
Cooling Moisture difference (gr/lb)
93 Infiltration:
17 ( M) Method
76 Construction quality
7.5 Fireplaces
Construction descriptions
Walls
12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int
fnsh, 2"x4" wood frm, 16" o.c. stud
13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum
board int fnsh
16A-30ad: Knee wall, asphalt shingles roof mat, r-30 kw ins, 1/2"
gypsum board int fnsh
Partitions
12C-Osw: Firm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4"
wood frm, 16" o.c. stud
Heating
70
28
30
1.5
Simplified
Average
0
Cooling
75
18
50
46.4
Or Area U-value Insul R Htg HTM Loss Clg HTM Gain
ft, BNh/ft'--'F ft'-'F/Btuh BNh/ft' Btu BNh/ft' Btu
n 470 0.091 13.0 2.58 1209 2.34 1100
e 200 0.091 13.0 2.58 515 2.34 469
s 461 0.091 13.0 2.58 1186 2.34 1079
w 240 0.091 13.0 2.58 618 2.34 562
all 1370 0.091 13.0 2.58 3528 2.34 3210
n 433 0.201 0 5.69 2462 4.35 1883
e 150 0.201 0 5.69 851 4.35 651
s 470 0.201 0 5.69 2671 4.35 2044
w 51 0.201 0 5.69 292 4.35 223
nw 24 0.201 0 5.69 134 435 102
all 1127 0.201 0 5.69 6410 4.35 4904
w 29 0.032 30.0 0.91 26 2.38 69
240 0.091 13.0 258 619 1.44 347
Windows
2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n
1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft
overhang (3 ft window ht, 1 It sep.); 6.67 ft head ht
2A-2ov: 2 glazing, clr low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, n
1/8" thk, NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft e
overhang (5 ft window ht, 1 It sep.), 6.67 It head ht e
s
w
all
2A-2ov 2 glazing, clr low-e ouir, air gas, vnl firm mat, clr innr, 1/4" gap, n
1/8" thk, NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft
overhang (3.17 ft window ht, 11.67 ft sep.); 6.67 ft head ht
6 0.340 0 9.62 58 10.6 63
15 0.340 0 9.62 144 10.6 159
30 0.340 0 9.62 289 30.4 911
40 0.340 0 9.62 385 30.4 1214
30 0.340 0 9.62 289 108 323
30 0.340 0 9.62 289 30.4 911
145 0.340 0 9.62 1395 24.3 3518
5 0.340 0 9.62 51 10.6 56
wrightsoft` 2018-Jul-13 13 37 27
Right-Suile® Universal 2018 18.0.13 RSU24011 Page I
ACCA...eAnaslasiaAGR\Lot79ThornebrookeAnastasiaAGR rup Calc = MJ8 House laces: W
2A-2ov: 2 glazing, clr low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, n 13 0.340 0
1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft
overhang (4.2 It window ht, 11.67 It sep.); 6.67 It head ht
2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n 39 0 340 0
1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft e 58 0.340 0
overhang (6.3 ft window ht, 11.67 ft sep.); 6.67 It head ht s 39 0.340 0
all 136 0.340 0
2A-2omd: 2 glazing, clr low-e ouir, air gas, mtl no brk frm mat, clr innr, a 72 0.580 0
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 10.67 ft overhang (8 ft
window ht, 0 ft sep.); 6.67 ft head ht
Doors
11 DO: Door, wd sc type nw 23 0.390 0
Ceilings
16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1482 0.026 38.0
gypsum board inl fnsh
Floors
20P-191: Fir floor, Irm flr, 12" thkns, r-19 cav ins, gar ovr 13 0.050 19.0
22A-tpl: Bg floor, light dry soil, on grade depth 147 0.989 0
wrightsoft-
Righl-Suile® Universal 2018 18 0 13 RSU24011
eAnaslasiaAGR\Lot79ThornebrookeAnaslasiaAGR.rup Calc = MJ8 House laces w
9.62 125 10.6 137
9.62 374 10.6 411
9.62 561 30.4 1769
9.62 374 12.2 472
9.62 1308 19.5 2653
16.4 1182 16.8 1213
11.0 250 12.0 272
0.74 1090 1.41 2090
1.41 18 0.71 9
28.0 4126 0 0
2018-Jul-13 13:37 27
Page 2
Component Constructions Job: Lot79ThornebrookeAna... 1 DEL -AIR r Date: 7/13/18
HEATING • AIR CO111111IMNINC ahu 1 By: JA
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web WWW.DEL-AIR.COM
For: Taylor Morrison
479 Rocky Grove Lane, Sanford, FL 32771
Location: Indoor: Heating Cooling
Orlando Intl AP, FL, US Indoor temperature (OF) 70 75
Elevation: 95 it Design TD (OF) 28 18
Latitude: 280N Relative humidity (%) 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4
Dry bulb (IF) 42 93 Infiltration:
Daily range (OF) - 17 ( M) Method Simplified
Wet bulb (OF) - 76 Construction quality Average
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain
n= Bn,hnt=-•F nl-•FBtuh Bnwhm' Btuh Bwhin= Btu
Walls
13A-2ocs: Blk wall, stucco exl, r-2 ext bd ins, 8" thk, 1/2" gypsum n 433 0.201 0 5.69 2462 4.35 1883
board int fnsh a 150 0.201 0 5.69 851 4.35 651
s 470 0.201 0 5.69 2671 4.35 2044
w 51 0.201 0 5.69 292 4.35 223
nw 24 0.201 0 5.69 134 4.35 102
all 1127 0.201 0 5.69 6410 4.35 4904
16A-30ad: Knee wall, asphalt shingles roof mat, r-30 kw ins, 1/2" w 29 0.032 30.0 0.91 26 2.38 69
gypsum board int fnsh
Partitions
12C-Osw: Firm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4"
wood frm, 16" o.c. stud
Windows
2A-2ov: 2 glazing, clr low-e oulr, air gas, vnl frm mat, clr innr, 1/4" gap, n
1/8" thk; NFRC rated (SHGC=0.31), 50% drapes, medium; 1 ft
overhang (3.17 ft window ht, 11.67 ft sep.); 6.67 ft head ht
2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n
1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 It
overhang (4.2 ft window ht, 11.67 ft sep.), 6.67 ft head ht
2A-2ov 2 glazing, clr low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, n
1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft e
overhang (6.3 ft window ht, 11.67 ft sep.); 6.67 ft head ht s
all
2A-2omd: 2 glazing, clr low-e ouir, air gas, mtl no brk frm mat, clr innr, e
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 10.67 ft overhang (8 ft
window ht, 0 ft sep.), 6.67 ft head ht
Doors
11 DO: Door, wd sc type
240 0.091 13.0 2.58 619 1.44 347
5 0.340 0 9.62 51 10.6 56
13 0.340 0 9.62 125 10.6 137
39 0.340 0 962 374 10.6 411
58 0.340 0 9.62 561 30.4 1769
39 0.340 0 9.62 374 12.2 472
136 0.340 0 9.62 1308 19.5 2653
72 0 580 0 16.4 1182 16.8 1213
nw 23 0.390 0 11.0 250 12.0 272
wrightsoft- 2018-Jul-13 13 37:27
Righl-Sude® Universal 2018 18 0 13 RSU24011 Page 3
eAnaslasiaAGR\Lot79ThornebrookeAnaslasiaAGR rup Calc = MJ8 House faces W
Ceilings
16B-38ad:Attic ceiling, asphalt shingles roof mat, r-38 ceiI ins, 1/2" 12 0.026
gypsum board int fnsh
Floors
22A-tpl: Bg floor, light dry soil, on grade depth 147 0.989
38.0 0.74 9 1.41 17
0 28.0 4126 0 0
wrightsoft- 2018-Jul-13 13 37 27
Right -Style® Universal 2018 18 0 13 RSU24011 Page 4
MCA.eAnastasiaAGR\Lo[79ThornebrookeAnastasiaAGR.rup Calc = MJ8 House laces: W
1 DEL -AIR Component Constructions Job: Lot79ThornebrookeAna...
P Date: 7/13/18
DATING • IUH COXINMINOIO ah u 2 By: JA
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 Fax 407333-3853 Web WWW.DEL-AIR COM
For: Taylor Morrison
479 Rocky Grove Lane, Sanford, FL 32771
Location: Indoor: Heating Cooling
Orlando Intl AP, FL, US Indoor temperature (OF) 70 75
Elevation: 95 ft Design TD (OF) 28 18
Latitude: 28ON Relative humidity (%) 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4
Dry bulb (OF) 42 93 Infiltration:
Daily range (OF) - 17 ( M) Method Simplified
Wet bulb (OF) - 76 Construction quality Average
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions
Walls
12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int
fnsh, 2"x4" wood frm, 16" o.c. stud
Partitions
none)
Or Area Ll-value
ft, BluhV-OF
n 470 0.091
e 200 0.091
s 461 0.091
w 240 0.091
all 1370 0.091
Windows
2A-2ov. 2 glazing, clr low-e ouir, air gas, vni frm mat, clr innr, 1/4" gap, n
1/8" thk, NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft
overhang (3 ft window ht, 1 ft sep.); 6.67 It head ht
2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n
1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft e
overhang (5 It window ht, 1 ft sep.); 6.67 ft head ht e
s
w
all
Doors
none)
Ceilings
16B-38ad:Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2"
gypsum board int fnsh
Floors
20P-19t: Flr floor, frm fir, 12" thkns, r-19 cav ins, gar ovr
6 0.340
Insul R Htg HTM Loss Clg HTM Gain
hl-'F/Btuh BtuhW Btu Btuh/fll Btuh
13.0 2.58 1209 2.34 1100
13.0 2.58 515 2.34 469
13.0 2.58 1186 2.34 1079
13.0 2.58 618 2.34 562
13.0 2.58 3528 2.34 3210
0 9.62 58 10.6 63
15 0.340 0 9.62 144 10.6 159
30 0.340 0 9.62 289 30.4 911
40 0.340 0 9.62 385 30.4 1214
30 0.340 0 9.62 289 10.8 323
30 0.340 0 9.62 289 30.4 911
145 0.340 0 9.62 1395 24.3 3518
1469 0.026 38.0 0.74 1081 1.41 2072
13 0.050 19.0 1.41 18 071 9
wrightsoft- 2018-Jul-13 13 37.27
Right-Suile® Universal 2018 18.0.13 RSU24011 Page 5
ACC'"..eAnastasiaAGR\Lol79ThornebrookeAnaslasiaAGR.rup Calc = MJ8 House laces: W
1 DEL -AIR Project Summary Job: L13/18
ornebrookeAna...
1 7 Date: 7/13/18
HEMMr.-=CON1 11111 4MG Entire House By: JA
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM
For: Tayylor Morrison
479 Rocky Grove Lane, Sanford, FL 32771
Notes: 6/4/2014 FJF
RVSD 2/1/16 JA
LS 3/22/16 JA
LS 4/4/16 JA
Resign Information
LS 9/1/''17 A
Orlando Intl AP, FL, USLS4/511>_ _ er:
Winter Design Conditions Summer Design Conditions
Outside db 42 OF Outside db 93 OF
Inside db 70 OF Inside db 75 OF
Design TD 28 OF Design TD 18 OF
Daily range M
Relative humidity 50
Moisture difference 46 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 25895 Btuh Structure 24743 Btuh
Ducts 7202 Btuh Ducts 11007 Btuh
Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 33096 Btuh Use manufacturer's data y
Rate/swing multiplier 1.00
Infiltration Equipment sensible load 35750 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average
Fireplaces 0 Structure 4164 Btuh
Ducts 2225 Btuh
Central vent (0 cfm) 0 Btuh
Heating Coolingg
Area (ft2) 2730 2730 Equipment latent load 6389 Btuh
Volume (ft3) 26929 26929
Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 42139 Btuh
Equiv. AVF (cfm) 184 94 Req. total capacity at 0.70 SHR 4.3 ton
Heating Equipment Summary Cooling Equipment Summary
Make n/a Make n/a
Trade n/a Trade n/a
Model n/a Cond n/a
AHRI ref n/a Coil n/a
AHRI ref n/a
Efficiency n/a Efficiency n/a
Heating input Sensible cooling 0 Btuh
Heating output 0 Btuh Latent cooling 0 Btuh
Temperature rise 0 OF Total cooling 0 Btuh
Actual air flow 0 cfm Actual air flow 0 cfm
Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh
Static pressure 0 in H2O Static pressure 0 in H2O
Space thermostat n/a Load sensible heat ratio 0
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wriSiNtsoft- 2018-Jul-13 13 37.27
ACCA
Right -Suite® Universal 2018 18 0 13 RSU24011 Page Ig
eAnastasiaAGR\Lo1797hornebrookeAnastas aAGR.rup Calc = MJB House laces: W
AIR Project Summary Job: LornebrookeAna. DEL ..
1 y Date: 7/13/183/18HUMG • =
CO)WIT1011Rtc ahu 1 By: JA DEL -
AIR HEATING & AIR CONDITIONING 531
CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333.3853 Web WWW.DEL-AIR.COM Promect
Information For:
Tayylor Morrison 479
Rocky Grove Lane, Sanford, FL 32771 Notes:
6/4/2014 FJF RVSD
2/1/16 JA LS
3/22116 JA LS
4/4/16 JA Desicin
Information LS
9/1 /17 A LS
4/5 t_ _ er: Orlando Intl AP, FL, US Winter
Design Conditions Summer Design Conditions Outside
db 42 OF Outside db 93 OF Inside
db 70 OF Inside db 75 OF Design
TD 28 OF Design TD 18 OF Daily
range M Relative
humidity 50 % Moisture
difference 46 gr/lb Heating
Summary Sensible Cooling Equipment Load Sizing Structure
16847 Btuh Structure 14330 Btuh Ducts
2905 Btuh Ducts 4246 Btuh Central
vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none)
none) Humidification
0 Btuh Blower 0 Btuh Piping
0 Btuh Equipment
load 19752 Btuh Use manufacturer's data y Rate/
swing multiplier 1.00 Infiltration
Equipment sensible load 18576 Btuh Method
Simplified Latent Cooling Equipment Load Sizing Construction
quality Average Fireplaces
0 Structure 2623 Btuh Ducts
839 Btuh Central
vent (0 cfm) 0 Btuh Heating
Coolingg none) Area (
ft2) 146g 1467 Equipment latent load 3462 Btuh Volume (
ft3) 13706 13706 Air
changes/hour 0.39 0.20 Equipment Total Load (Sen+Lat) 22038 Btuh Equiv.
AVF (cfm) 88 45 Req. total capacity at 0.75 SHR 2.1 ton Heating
Equipment Summary Cooling Equipment Summary Make
Lennox Make Lennox Trade
MERIT Trade MERIT Model
14HPX-024-230-19 Cond 14HPX-024-230-19 AHRI
ref 10258598 Coil CBA27UHE-024-230'++TDR AHRI
ref 10258598 Efficiency
8.5 HSPF Efficiency 13.5 EER, 16 SEER Heating
input Sensible cooling 18900 Btuh Heating
output 21800 Btuh @ 470F Latent cooling 6300 Btuh Temperature
rise 24 OF Total cooling 25200 Btuh Actual
air flow 840 cfm Actual air flow 840 cfm Air
flow factor 0.043 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static
pressure 0.30 in H2O Static pressure 0.30 in H2O Space
thermostat Load sensible heat ratio 0.84 Capacity
balance point = 39 OF Backup:
Input =
5 kW, Output = 16909 Btuh, 100 AFUE Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. t -
114d- wrightsoft- 2018-Jul-13 13 37:27 Right -
Suite® Universal 2018 18.0.13 RSU24011 Page 2 ACCK .
eAnastasiaAGR\Lol79ThornebrookeAnastasiaAGR rup Calc = MJ8 House faces: W
Project Summary Job: Lot79ThornebrookeAna...
jQDEL-AIR aliu 2
Date: 7/13/18
By: JA
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-333.2665 Fax: 407-333-3853 Web WWW DEL-AIR.COM
For: Taylor Morrison
479 Rocky Grove Lane, Sanford, FL 32771
Notes: 6/4/2014 FJF
RVSD 2/1/16 JA
LS 3/22/16 JA
LS 4/4/16 JA
Information
LS 9/1,`/,17 A
LS 4/5li_ _ er: Orlando Intl AP, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 42 OF Outside db 93 OF
Inside db 70 OF Inside db 75 OF
Design TD 28 OF Design TD 18 OF
Daily range M
Relative humidity 50 %
Moisture difference 46 gr/lb
Heating Summary
Structure 9048 Btuh
Ducts 4296 Btuh
Central vent (0 cfm) 0 Btuh
none)
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 13344 Btuh
Infiltration
Method
Construction quality
Fireplaces
Simplified
Average
0
Heating Cooling
Area (ft2 1263 3
Volume (ft3) 13223 13223
Air changes/hour 0.43 0.22
Equiv. AVF (cfm) 96 49
Heating Equipment Summary
Sensible Cooling Equipment Load Sizing
Structure 10413 Btuh
Ducts 6761 Btuh
Central vent (0 cfm) 0 Btuh
none)
Blower 0 Btuh
Use manufacturer's data
Rate/swing multiplier 1.00
Equipment sensible load 17174 Btuh
Latent Cooling Equipment Load Sizing
Structure 1541 Btuh
Ducts 1386 Btuh
Central vent (0 cfm) 0 Btuh
none)
Equipment latent load 2927 Btuh
Equipment Total Load (Sen+Lat) 20102 Btuh
Req. total capacity at 0.75 SHR 1.9 ton
Cooling Equipment Summary
Make Lennox Make Lennox
Trade LENNOX Trade LENNOX
Model 14HPX-024-230-21 Cond 14HPX-024-230-21
AHRI ref 10258598 Coil CBA27UHE-024-230'++TDR
AHRI ref 10258598
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Capacity balance point = 29 OF
Backup:
8.5 HSPF
21800 Btuh @ 47°F
24 OF
840 cfm
0.063 cfm/Btuh
0.30 in H2O
Input = 3 kW, Output = 11784 Btuh, 100 AFUE
Efficiency 13.5 EER, 16 SEER
Sensible cooling 18900 Btuh
Latent cooling 6300 Btuh
Total cooling 25200 Btuh
Actual air flow 840 cfm
Air flow factor 0.049 cfm/Btuh
Static pressure 0.30 in H2O
Load sensible heat ratio 0.85
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
fifk- wrig1-i soft- 2018-Jul-13 13 37 27
Right-Suile® Universal 2018 18 0 13 RSU24011 Page 3
ACCA...eAnastasiaAGR\Lot79ThornebrookeAnastasiaAGR.rup Calc = MJ8 House faces. W
DEL --AIR
ranmro - = am UM1131 a
Right-M Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax- 407.333-3853 Web: WWW DEL -AIR COM
Job: Lot79ThornebrookeAnastas...
Date: 7/13/18
By: JA
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
Entire House
316.4 it
9.2 it
2938.3 f12
ahu 1
147 4 It
9.3 it
1469.0 ftz
Ty Construction
number
U-value
Bluh/II2-•F)
Or HTM
BtulV112)
Area (It)
or perimeter (It)
Load
Bluh)
Area (Itz)
I or perimeter (it)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6
11
Vj/
L-GG
12C-Osw
2A-2ov
2A-2ov
0.091
0 340
0.340
n
n
n
n
n
n
n
2.58
962
962
5.69
9.62
9.62
9_62
2.34
1058
10.58
4.35
10.58
10.58
10.58
491
6
15
490
5
13
39
470
0
0
1209
58
144
1100
63
159
0
0
0
0
0
0
0
0
0
0
0
0
13A-20cs
2A-2ov
2A-2ov
2A-2ov
0201
0.340
0.340
0340
433
0
0
0
2462
51
125
374
1883
56
137
411
490
5
13
39
433
0
0
0
2462
51
125
374
1883
56
137
411
12C-Osw
2A-2ov
2B-2Iv
6-691
0.340
0_340
0.201
0 580
0 340
a
a
e_
a
a
a
2.58
9.62
962
5.69
16.41
9.62
2.34
30.36
30_36
4.35
16.85
30.36
270
30
40
200
0
0
515
289
385
851
1182
561
469
911
1214
0
0
0
0
0
0
0
0
0
0
0
0-
V/
I; -GC
13A-2ocs
2A-2omd
2A-2ov
280
72
58
150
144
0
651
1213
1769
280
72
58
150
144
0
851
1182
561
651
1213
1769
VjI
1-6
12C-Osw
2A-2ov
0 091
0 340
s
s
2.58
9.62
2.34
10.77
491
30
461
53
1186
289
1079
323
0
0
0
0
0
0
0
0
Vjl
G
13A-2ocs
2A-2ov
0201
0 340
s
s
5.69
9_62
2.58
9-62
4.35
12.15
2.34
30.36
508
39
470
0
2671
374
2044
472
508
39
470
0
2671
374
2044
472
L12C-Osw
G.
W
W
2A:20v
13A_2ocs
16A-30ad
0.091
0.340
0_201
6_Q32
w
w_
270
30
240
0
618
289
562
9.11
0
0-0-0-0
51
0
51
0
292
0
223
6
w 5.69 4.35 51 51 292 223
w 0.91 2.38 29 29 26 6 29 29 26
V+/
I-D
13A-2ocs
11DO
0.201
0.390
nw
nw
5.69
11.04
4.35
11.99
46
23
24
23
134
250
102
272
46
23
24
23
134
250
102
272
P 12C-Osw 0.091 2.58 1.44 240 240 619 347 240 240 619 347
C
F
16B-38ad
20P-19t
0 026
0 050
0 9IN
0.74 1.41 1482 1482 1090 2090 12 12 9 17
0.71 13 19 18 9 0 0 0 0
F 22A-tpl
1.41
27.99 0_00 1469 147 4126 0 1469 147 4126 0
6 c) AED excursion 0 0
Envelope loss/gain 20186 18540 14106 9667
12 a) Infiltration
b) Room ventilation
5709
0
1808
0
2741
0
868
0
13 Internal gains: Occupants @ 230
Appliances/other
6 1380
3015
6 1380
2415
Subtotal (lines 6 to 13) 25895 24743 16847 14330
14
15
Less external load
Less transfer
Redistribution
Subtotal
Duct loads 281/6 44%
0
0
0
25895
7202
0
0
0
24743
11007 17% 30%
0
0
0
16847
2905
0
0
0
14330
4246
Total room load
Air required
ad I T-T 33096
1680 357507- 16801840119752 1 18576
840
Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed
rP- 2018-Jul-1313:37:27
Right -Suite® Universal 2018 18.0.13 RSU24011 Page I
eAnastasiaAGR\LoI79ThornebrookeAnastasiaAGR.rup Calc = MJ8 House faces W
1 DEL -AIR Right-J® Worksheet
HVITM-°M001MMO S
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM
1 Room name
2 Exposed wall
3 Room height
4 Room dimensions
5 Room area
Ty IConstructionnumber
6 V
11
G 12A-2ov
Job: Lot79ThornebrookeAnastas...
Date: 7/13/18
By: JA
ahu 2
169.0 It
9.0 It
1469.3 112
U-value Or HTM Area (fig Load Area Load
BtutVft2 °F) Btu fig or perimeter (it) Btuh) or perimeter
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
0.091 n 2.58 2.34 491 470 1209 1100
0.340
A-
n 9.62
007
10.58
1n Ca
6
14
0
n
58
1An
63
1So
s
I 1—
n
I 0. 10
0. OI 0I I I I IIJoOn9.Fil2A 5 O O 0
Iek -Vsw
2A-2ov
2B-21v
13A-2ocs
2A-2omd
2A-2ov
12C-Osw
2A-2ov
13A-2ocs
2A-2ov
12C-Osw
2A_2ov_
13A-2ocs
AM"
13A-2ocs
1100
V.VyI a 4. DO e
0.340 a 9.62 30
0_340 e_ 9_62 30
0.201 a 5.69 4
0.580 a 16.41 16
0 340 a 9.62 30
0.2011 nw 1 5.691 4
run 1•arr y
911
M
6 c) AED excursion 0
Envelope loss/gain 6080 8873
12 a) Infiltration
b) Room ventilation
2968
0
940
0
13 Internal gains: Occupants @ 230
Appliances/other
0 0
600
Subtotal (lines 6 to 13) 9048 10413
14
Less external load
Less transfer
Redistribution
Subtotal
Duct loads 47% 659%
0
0
0
9048
4296
0
0
0
10413
6761
r Total room load
Air required (clm)
13344
840
17174
840
Calculations woroved by ACCA to meet all reauirements of Manual J 8th Ed
41-- wrigF tsoTt^ 2018-Jul-1313.37:27
4GCA ^•--
11
1 Right -Suite® Universal 2018 18 0 13 RSU24011 Page 2
eAnaslasiaAGR\Lo179ThornebrookeAnastasiaAGR.rup Calc = MJ8 House faces W
DEL -AIR Right-JO Worksheet
runrnm - ram+ cor11111rrmmu
ahu 1
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web: WWW DEL -AIR COM
1 Room name
2 Exposed wall
3 Room height
4 Room dimensions
5 Room area
Ty IConstructionnumber
6 V
11
2A-2ov
51n-9—
Job: Lot79ThornebrookeAnastas...
Date: 7/13/18
By: JA
ahu 1 mstr rm
147.4 It 42.0 It
9.3 It 9.3 It heat/cool
17.0 x 15.5 It
14690 Itz 263.5 ft2
U-value Or HTM Area (Itg Load Area (fig Load
BIuh/flz°F) Btuh/flq or perimeter It) Btuh) or perimeter (It) Btuh)
Heat Cool I Gross N/P/S Heat Cool Gross N/P/S Heat Cool
0.091 n 0.00 0.00 0 0 0 0 0 0 0 100. 0.340nzen n 0.00
n nn
0.00
n nn
0
n
0
n
0
n
0
n
0
n
0
n
0
n
13A-2
413I
4
2125 113 150I 150I 900I
6
Eil I I OI I 0
2A 2o
s
0.340I n 9.62I 10.58I 0 374 411 0 0 0 0
v in,•usw u.uai a u.uu u.uu u u u u u u u u
2A-2ov 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0
2B-2Iv 0_340 a 0_00 0_00 0 0 0 0 0 0 0 0
13A-2ocs 0.201 a 5.69 4.35 280 150 851 651 145 86 491 376
G 2A-2omd 0 580 a 1641 1685 72 144 1182 1213 0 0 0 0
GGG 2A•2ov 0 340 e 9 62 30 36 58 0 561 1769 58 0 561 1769
y/ --12C-Osw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0
G 2A-2ov 0.340 s 0.00 000 0 0 0 0 0 0 0 0
V)/ 13A-2ocs 0201 s 5.691 4.351 5081 4701 2671 20441 891 891 504 386
I t I 1 DO
ocs I 0.3901 nw I 111.04I 11.99I 231 231 2501 272 OI10210OIOIOI61
c) AED excursion 101 1 414 Envelope
loss/gain 14106 9667 3660 3704 12
a) Infiltration 2741 868 821 260 b)
Room ventilation 0 0 0 0 13
Internal gains. Occupants @ 230 6 1380 1 230 Appliances/
other 2415 600 Subtotal (
lines 6 to 13) 16847 14330 4481 4794 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 16847 14330 4481 4794 15
Duct loads 17% 30% 2905 4246 171/6 30% 773 1421 Total
room load 19752 111576 5254 6215 Air
required (clm) 940 840 223 281 Calculations
approved by ACCA to meet all reouirements of Manual J 8th Ed FIJ-
w2018-Jul-13 13:37:27 ACCA ^ Right -
Suite®
Universal 2018 18 0.13 RSU24011 Page 3 eAnastasiaAGR\Lot79ThornebrookeAnastasiaAGR
rup Calc = MJ8 House laces W
RDEL-AIR Right-J® Worksheet
ten°' cotmr,numrc
ahu 1
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone, 407.333.2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot79ThornebrookeAnastas...
Date: 7/13/18
By: JA
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
msir blh
12.0 It
9.3 It heat/cool
12.0 x 8.0 It
96 0 ftz
mstr wic
0 It
9.3 it heat/cool
6.5 x 7.5 It
488 112
Ty Construction
number
LI-value
Btuh/W-19
Or HTM
Bluh/fig
Heat Cool
Area (119
or perimeter (fl)
Gross N/P/S
Load
Bluh)
Heat Cool
Area (Ilg
or perimeter (11)
Gross N/P/S
Load
Btuh)
Heat Cool
6 VI/ 12C-Osw
2A-2ov
2A-2ov
0.091
0.340
0.340
n
n
n
0.00
0.00
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
V/
LAC
12C-Osw
2A-2ov
2B-21v
13A-2ocs
2A-2omd
2A-2ov
0.091
0.340
0 340
0.201
0.580
0.340
a
a
e_
a
a
a
0.00
0.00
0.00
5.69
16.41
9.62
0.00
000
0.00
4.35
16.85
30.36
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
00
0
0
0
0
0
0
0
0
0
0
0_
0
0
0
0
0
0
0
0
0
y/
t-f
12C-Osw
2A-2ov
0.091
0.340
s
s
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-2ocs
2A-2ov
0.201
0.340
s
s
5.69
9.62
4.35
12.15
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
12C-Osw
2A:2ov
13A-2ocs
0.091
0.340
0.201
w
w_
w
0.00
0.00
5.69
0.00
0-00
4.35
0
0
0
0
0
0
0
0-0-0-0-0
0
0
0
0
0
0
0
0
0
0
0
0
W 16A-30ad 0. 32 w 0.91 2.3 0 0 Q Q 0 0 0 0
Vy
Z
13A-2ocs
11 DO
0.201
0.390
nw
nw
5.69
11.04
4.35
11.99
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
P 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0
C 16B-38ad 0.026 0.74 1.41 0 0 0 0 0 0 0 0
F
F
20P_19l
22A-td
Q OSQ
0.989
0.00
27.99
OQ
0.00
0
96
Q
12
0
336
Q
0
0
49
0
00
0 0
0
6 c) AED excursion 30 0
Envelope loss/gain 973 457 0 0
12 a) Infiltration
b) Room ventilation
218
0
69
0
0
0
0
0
13 Internal gains. Occupants @ 230
Appliances/other
0 0
0
0 0
5
Subtotal (lines 6 to 13) 1191 527 0 5
14
15
Less external load
Less transfer
Redistribution
Subtotal
Duct loads 17% 30%
0
0
0
1191
205
0
0
0
527
156 17% 30%
0
0
0
0
0
0
0
0
5
1
Total room load
Air required (cfm)
1397
59
683
31
0
0
6
0
13A-2ocs 0.201 n 5.69 4.35 112 112 637 487 0 0 0 0
2A-2ov
2A-2ov
0.340
0.340
n
n
9.62
9.62
10.58
10.58
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2ov 0 340 n 9 62 10 58 0 0 0 0 0 0 0 0
Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed
f wr_ igF tsoF[^ 2018-Jul-13 13:3727
Right -Suite® Universal 2018 18.0.13 RSU24011 Page 4
eAnaslasiaAGR\Lot79ThornebrookeAnaslasiaAGR.rup Calc = MJB House laces: W
RDEL--AIR Right-J® Worksheet Job: Lot79ThornebrookeAnastas...
PtAT=-'pcamornama
ahu 1
Date: 7/13/18
By: JA
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web: WWW DEL -AIR COM
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
mstr we
0 1t
9.3 1t heat/cool
5.5 x 35 1t
19.3 flz
study
10.5 It
93 it heat/cool
10.5 x 11.5 1t
120.8 112
Ty Construction
number
U-value
BtulVltz•F)
Or HTM
Bluh/fl2)
Area (112)
or perimeter (11)
Load
Btit uh) Area (
Ilq or
perimeter (It) Load
Btuh)
Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
11-
G Vjl
12C-Osw 2A-
2ov 2A-
2ov 0.
091 0.
340 0.
340 n
n
n
000
0.
00 0.
00 0.
00 0.
00 0.
00 0
0
0
0
0
0
0
0
0____
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-
20cs 2A-
2ov 2A-
2ov 2A-
2ov 0.
201 0.
340 0.
340 0.
340 n
n
n
n
5.
69 9.
62 9.
62 9.
62 435
10.
58 10.
58 1058
0
0
0
0
0
0
0
0
0
0
0
0
98
0
0
39
59
0
0
0
336
0
0
374
257
0
0
411
G
G
12C-
0sw 2A-
2ov 2B_
21v 0.
091 0.
340 0_
340 0.
201 0.
580 0.
340 a
a
e
a
a
a
0.
00 0.
00 0_
00 5.
69 16.
41 9.
62 0.
00 0.
00 0
004.
35 16.
115 30.
36 0
0
0
0
0
00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
v+
J - l-
GG 13A-
2ocs 2A-
2omd 2A-
2ov 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
yJ
G
12C-
Osw 2A-
2ov 0.
091 0.
340 s
s
0.
00 0.
00 0.
00 0.
00 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V+/
13A-2ocs 2A-
2ov 0.
201 Q.,
MQ s
s
5.
69 9.
62 4.
35 12.
15 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A_
2ov 12C-
Osw 0.091 0-
w
w_
0.
00 0-
00 0.
00 0.
00 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
13A-2ocs 0.201 w 5.69 4.35 0 00 0 0 0 00 W
16A-30ad 0.032 w 0911 2.38 0 0 0 0 0 0 Q. 0 yJ
0
13A-
2ocs 11
DO 0.
201 0.
390 nw
nw
5.
69 11.
04 4.
35 11.
99 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
P
12C-0sw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 C
1613_38ad 0.026 0.74 1.41 0 0 0 0 0 0 0 0 F
F
20P-
19t 0 00 O.OQ QOQ 000
Q
19
0
Q 0 0 0 0 0 22A-
tpl 0_989 2799 0 0 0 121 11 294 0 6
c) AED excursion 0 39 Envelope
loss/gain 0 0 1004 629 12
a) Infiltration b)
Room ventilation 0
0
0
0
191
0
61
0
13
Internal gains: Occupants @ 230 Appliances/
other 0
0 5
0
0 0
Subtotal (
lines 6 to 13) 0 5 1195 690 14
15
Less
external load Less
transfer Redistribution
Subtotal
Duct
loads 1 17% 1 300/6 0
0
0
0
0
0
0
0
5
1
17% 30% 0
0
0
1195
206
0
0
0
690
1
04 Total
room load Au
required (cim) 0
0
6
0
1401
60
894
40
Calculations
aooroved by ACCA to meet all reouirements of Manual J 8th Ed 4&-
wr_ igF tsotFi^ 2018-Jul-13 13:37:27 ACCA -- --
1-
1 Right -Suite® Universal 2018 18 0.13 RSU24011 Page 5 eAnaslasiaAGR\
Lol79ThornebrookeAnaslasiaAGR rup Calc = MJ8 House laces W
DEL --AIR Right-M Worksheet
r61 Tm-=ciumnixims
ahu 1
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax: 407-333.3853 Web WWW.DEL-AIR.COM
Job: Lot 79ThornebrookeAnastas...
Date: 7113/18
By: JA
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
util
6.5 it
9.3 It heat/cool
6.5 x 6.5 it
42 3 Itz
pwdr
120 it
9.3 it heat/cool
6.5 x 6.5 1t
42.3 112
Ty Construction
number
U-value
BtulVfl2-'F)
Or HTM
Bluhlfig
Area (fig
or perimeter (it)
Load
Btuh)
Area (fig
or perimeter (it)
Load
Bluh)
Heal Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6
11
Vj! 12C-Osw
2A-2ov
A-2ov
0.091
0.340
0.340
n
n
n_
0.00
0.00
0.00
569
9.62
9.62
9.62
0.00
0.00
0.00
4.35
10.58
10.58
10.58
0
0
o
61
0
13
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
G
13A-2ocs
2A-2ov
2A-2ov
2A-20v
0201
0.340
0.340
0.340
n
n
n
n
48
0
0
0
271
0
125
0
208
0
137
0
61
5
0
0
55
0
0
0
315
51
0
0
241
56
0
0
V! -
L_(C
12C-Osw
2A-2ov
2B-2fv
OA91
0.340
340
0.201
0.580
0.340
a
a
e_
a
a
a
OAO
0.00
0_00_
5.69
16.41
9.62
OAO
0.00
0 00
435
1685
30 36
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0_
0
0
0
0
0
0
0
0
0
y/ 13A-2ocs
2A-2omd
2A-2ov
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
t-G
12C-Osw
2A-2ov
0.091
0.340
s
s
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Vjl
Y--0
13A-2ocs 0.201
0.340
0.091
0.340
s
s
w
w_
5.69
9.62
0.00
O.00
435
12.15.
0.00
0.00
4.35
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
t-G.
W
W
2A-2ov
12C-Osw
2A_2ov
13A-2ocs
16A-3QO
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.
0
0
0201
0_032
w 569 0 0 0 51 51 292
0
223
0w0.91 238 0 0 0 0 0
t-D
13A-2ocs
11 DO
0.201
0.390
nw
nw,
5.69
11.04
4.35
11.99
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
P 12C-Osw 0.091 2.5_8 1.44 0 0 0 0 0 0 0 0
C 16B-38ad 0.026 0.74 1.41 0 0 0 0 0 0 0 0
F 20-P-19t 0_0$0
0989
0_00
27.99
0_00
0_00
0 0 0 0 Q 0 0 0
F 22A-Ipl 42 7 182 0 42 12 336 0
61 c) AED excursion 53 32
Envelope loss/gain 578 292 993 488
12 a) Infiltration
b) Room ventilation
118
0
37
01
218
10
69
0
13 Internal gains: Occupants @ 230
Appliances/olher
0 0
600
0 0
0
Subtotal (lines 6 to 13) 696 929 1212 558
14
15
Less external load
Less transfer
Redistribution
Subtotal
Duct loads 17% 1 309% 1
0
0
0
696
120
0
0
0
929
275 17% 1 300/0
0
0
0
1212
209
0
0
0
558
165
Total room load
Au required (cfm)
816
35
1205
54
1421
60
723
33
Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed
4&- wolFt^ 2018-Jul-13 13 37 27rigFts.......
Right -Suite® Universal 2018 18 0 13 RSU24011 Page 6
eAnastasiaAGR\Lol79ThornebrookeAnastasiaAGR.rup Calc = MJ8 House faces W
2 DEL -AIR Right-M Worksheet
T=-AMCM TUWU
ahu 1
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 Fax 407-333.3853 Web: WWW.DEL-AIR COM
Job: Lot79ThornebrookeAnastas...
Date: 7/13/18
By: JA
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
amity rm
35 0 11
9.3 It heat/cool
20.5 x 14.5 It
297 3 f12
dining rm
10.0 It
9.3 1l heaUcool
1.0 x 210.0 it
210.0 f12
Ty Construction
number
U-value
Btuh/II2-°F)
Or HTM
13tuh/It2)
Area (fie)
or perimeter (it)
Load
Bluh)
Area (fig
or perimeter (it)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool
6
11
Vjl
13A-2ocs
G
I;
G
12C-Osw
2A-2ov
2A-2ov _ _____
2A-2ov
2A-2ov
2A-2ov
0.091
0.340
0.340
0.201
0.340
0.340
0.340
0.091
0.340
0.340
0.201
0.580
0 340
n
n
n
n
n
n
n
e
a
e_
a
a
a
0.00
0.00
0.00
5.69
9.62
962
9.62
0.00
0.00
0_00
5.69
16.41
9.62
0.00
0.00
0 00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4.35
10.58
10.58
10.58
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Vj!
C
TG
12C-Osw
2A-2ov
26-21v _ _
13A-2ocs
2A-2omd
2A-2ov
0.00
0.00
0_00
4.35
16.85
30.36
0
0
0
0
0
00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
135
72
0
63
72
0
360
1182
0
275
1213
0
0
0
0
0
0
0
0
0
0
V)J
G
12C-Osw
2A-2ov
0.091
0.340
s
s
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V/
G
13A-2ocs
2A-2ov
0.201
0.340
s
s
5.69
9.62
4.35
12.15
191
0
191
0
1088
0
832
0
93
39
54
0
310
374
237
472
Wj
r-G..2A_2oV
W
12C-Osw
13A-2ocs
0.091
0.340
w
w_
w
0.00
0.00
5.69
0.00
0.00
4 35
0
0-0-0
0
0 0 0
0-0-0
0 0 0
0
0
0
0.201
Q232
0 0 0 0 0 0 0
W 16A-39ad w Q.91 2 08 Q. 0 0 0 0 0 0
1--D
13A-2ocs
11 DO
0.201
0.390
nw
nw
5.69
11 04
4.35
11 99
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
P 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0
C 16B-38ad 0 026 0.74 1.41 0 0 0 0 0 0 0 0
F
F
MP -19( _ 0 050
0989
0_00
27.99
oQ 0 Q 0 0 0 0 0 0
22A-tpl 000 297 35 980 0 210 10 280 0
6 c) AED excursion 185 66
Envelope loss/gain 3609 2136 963 775
12 a) Infiltration
b) Room ventilation
637
0
202
0
182
0
58
0
13 Internal gains: Occupants @ 230
Appliances/other
4 920
0
1 230
0
Subtotal (lines 6 to 13) 4247 3258 1145 1063
14
15
Less external load
Less transfer
Redistribution
Subtotal
Duct loads 17% 1 30% 1
0
0
0
4247
732
0
0
0
3258
965 171% 309/6 1
0
0
0
1145
198
0
0
0
1063
315
Total room load
Air required (clm)
4979
212
4223
191
1343
57
1378
62
Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed
4&- w2018-Jul-13 13 37:27 Right-
Suile® Universal 2018 18 0 13 RSU24011 Page 7 eAnastasiaAGR\
Lot79ThornebrookeAnastasiaAGR.rup Calc = MJ8 House faces- W
s DEL -AIR Right-J® Worksheet
rar.-°°'
ahu 1
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407333-3853 Web WWW.DEL-AIR COM
Job: Lot79ThornebrookeAnastas...
Date: 7/13/18
By: JA
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
pantry
0 It
9.3 It heat/cool
6.0 x 3.5 it
21.0 02
kitchen
19.4 It
9.3 It heaUcool
1.0 x 308.0 1t
308.0 flz
Ty Construction
number
U-value
Bluh/IV*F)
Or HTM
Btuh/fig
Area (fig
or perimeter (11)
Load
Btuh)
Area (I12)
or perimeter (it)
Load
Bluh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 Vj/
C
G
12C-Osw
2A-2ov
2A-2ov
0.091
0.340
0 340
a
n
n
0.00
0.00
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1 1-G
I_-CG
13A-2ocs
2A-2ov
2A-2ov
2A-2ov
0.201
0.340
0.340
0.340
n
n
n
n
5 69
9 62
9.62
9 62
4.35
10.58
10.58
10.58
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
VI/
L_GG
12C-0sw
2A-2ov
2B-2fv
0.091
0.340
0_340
0.201
0.580
0.340
a
e
a
a
a
a
0.00
0 00
0.00
5.69
16.41
9.62
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
6
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
G
C
13A-2ocs
2A-2omd
2A-2ov
4.35
16.85
30.36
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12C-0sw
2A-2ov
0.091
0.340
s
s
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V
G
13A-2ocs
2A-2ov
0.201
0.340
s
s
5.69
9.62
4.35
12.15
0
0
0
0
0
0
0
0
135
0
135
0
770
0
589
0
j
G..2A:2ov
W
12C-0sw
13A-2ocs
0.091
0 340
w 0.00 0.00
0.00
4.35
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
00.201
w_
w
0-00
5.69 0
W 16A-3Qd 0.032 w 0.91 2.38 0 0 0 0 Q 0 0 0
V+/
z
13A-20cs
11 DO
0.201
0.390
nw
nw
5.69
11.04
4.35
11.99
0
00
0 0
0
0
0
46
23
24
23
134
250
102
272
P 12C-0sw 0.091 2.58 1.44 0 0 0 0 240 240 619 347
C 16B-38ad 0.026 0.74 1.41 0 0 0 0 12 12 9 17
F 20P_191 Q_Q50 0.00 0.04 0 0 0 Q Q 0 Q Q
F 22A-tpl 0_989 27.99 0.00 21 0 0 0 308 19 543 0
6 c) AED excursion 0 142
Envelope loss/gain 0 0 2325 1185
12 a) Infiltration
b) Room ventilation
0
10
0
0
354
01
112
0
13 Internal gains: Occupants @ 230
Appliances/other
0 0
5
0 0
1200
Subtotal (lines 6 to 13) 0 5 2679 2498
14
15
Less external load
Less transfer
Redistribution
Subtotal
Ductloads 1 17%, 1 309% 1
0
0
0
0
0
0
0
0
5
1 17% 1
0
0
0
2679
J62
0
0
0
2498
740
Total room load
Air required (clm)
0
0
6
0
3141
134 116
Calculations aDoroved by ACCA to meet all reouirements of Manual J 8th Ed
4&- 2018-Jul-1313.37:27
ACCA ' - • Right-SuileO Universal 2018 18 0.13 RSU24011 Page 8
eAnastasiaAGRkLol79ThornebrookeAnastasiaAGR rup Calc = MJ8 House laces: W
R DEL -AIR
MT= - = r ONZIMM rc
Right-J® Worksheet
ahu 2
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407.333-3853 Web: WWW.DEL-AIR.COM
Job: Lot79ThornebrookeAnastas...
Date: 7/13/18
By: JA
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
ahu 2
169.0 It
90 It
1469.3 112
rm 2
39.5 It
9.0 fl heal/cool
14.5 x 15.5 It
224.8 112
Ty Construction
number
U-value
Btuh/IIZ°F)
Or HTM
BlutVft
Area (112)
or perimeter (It)
Load
Btuh)
Area (It2)
or perimeter (It)
Load
Btuh)
Heal Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cool
6
1 1
Vjl
CC
12C-Osw
2A-2ov
2A-2ov
0.091
0.340
0.340
n
n
n
2.58
9.62
9.62
2.34
10.58
10.58
491
6
15
470
0
0
1209
58
144
1100
63
159
131
0
0
131
0
0
336
0
0
306
0
0
13A-2ocs
G
G
2A-2ov
2A-2ov
2A-2ov
0.201
0.340
0.340
0_340
n
n
n
n
0.00
000
0.00
0.00
0.00
0.00
0.00
0_00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.
12C-0sw
2A-2ov
2B-2fv
0.091
0.340
0340
0.201
0.580
0.340
a
a
e
a
a
e
2.58
9.62
962
0.00
0.00
000
2.34
30.36
3036
0.00
0.00
0.00
270
30
40
200
0
0
515
289
385
469
911
1214
140
30
0
110
0
0
282
289
0
257
911
0
G
II -I --CGG'
13A-20cs
2A-2omd
2A-2ov
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
t-6
12C-0sw
2A-2ov
0.091
0.340
s
s
2.58
9.62
2.34
10.77
491
30
461
53
1186
289
1079
323
86
0
86
0
220
0
200
0
13A-2ocs 0201
0.340
s
s
0.00
000
0.00 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
02A-2ov
12C-0sw
2A2ov
0.091
0.340
w
w_
w
2.58
9.62
0.00
0.00
2.34
30.36
270
30
240
0
618
289
562
911-0-0-0
0 0 0 0
0
W 13A-2ocs 0.201 0.00 0 0 0 0 0 0 0 0
W 16A-30ad 0.032 w 0_00 0 W 0 0 0 0 0 0 0 0
t-D
13A-2ocs
11 DO
0.201
0.390
nw
nw
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
P 12C-Osw 0.091 0.00 0.00 0 0 0 0 0 0 0 0
C 16B-38ad 0.026 0.74 1.41 1469 1469 1081 2072 225 225 165 317
F 2qP-191 0_650
0989
1.41 0.71 13 t3 18 9 0 0 0 0
F 22A-Id 0_00 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 0 59
Envelope loss/gain 6080 8873 1292 1 2049
12 a) Infiltration
b) Room ventilation
2968
0
940
0
694
0
220
0
13 Internal gains: Occupants @ 230
Appliances/other
0 0
600
0 0
0
Subtotal (lines 6 to 13) 9048 10413 1986 2269
14
15
Less external load
Less transfer
Redistribution
Subtotal
Duct loads 1 471/6 65%
0
0
0
9048
4296
0
0
0
10413
6761 47% 1 651/6
0
0
0
1986
943
0
0
0
2269
1473
Total room load
Au required (clm)
13344
840
17174
840
2929
184
3742
183
Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed
rk- 2018-Jul-13 13:37:27
4CGA ..
Right -Suite® Universal 2018 18.0 13 RSU24011 Page 9
eAnastasiaAGR\Lol79ThornebrookeAnaslasiaAGR rup Calc = MJ8 House faces W
gDEL--AIR Right-JO Worksheet
NUM -=COMMUMM
ahu 2
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 Fax:407-333-3853 Web WWW.DEL-AIR.COM
Job: Lot79ThornebrookeAnastas...
Date: 7/13/18
By: JA
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
b1h2
9.0 It
9.0 it heat/cool
9.0 x 6.0 it
54.0 fl2
bth 3
11.5 1t
9.0 It heat/cool
11.5 x 60 it
69.0 it'
Ty Construction
number
U-value
Btut1/112"F)
Or HTM
81uft/flq
Area (Itq
or perimeter (11)
Load
Btuh)
Area (ft2)
or perimeter (it)
Load
Bluh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6
I--GGT 12C-Osw
2A-2ov
2A-2ov
0.091
0.340
0.340
n
n
n
2.58
9.62
9.62
2.34
10.58
10.58
81
6
0
75
0
0
193
58
0
176
63
0
104
0
0
104
0
0
267
0
0
243
0
0
11
13A-2ocs
2A-2ov
2A-2ov
2A-2ov
0.201
0.340
0.340
0.340
n
n
n
n
000
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12C-0sw
2A-2ov
2B_21v
j.091
0.340
p_340
a
a
e
2.58
9.62
9 62
2.34
30.36
30_36
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0__
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0V--GGG
13A-2ocs
2A-2omd
2A-2ov
0.201
0.580
0.340
a
a
a
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
y/
1--0
12C-Osw
2A-2ov
0.091
0.340
s
s
2.58
9.62
2.34
10.77
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Vf/
G
yl
C..2A
13A-2ocs
2A-2ov
12C-Osw
2ov
0.201
0.340
0.091
0.340
s
s
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
w
w_
2.58
9.62
2.34
30.36
0
0
0
0
0
0
0
0
0
0
0
0
0
0,
0
0
W 13A-2ocs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0
W 16A'-30ad 0 032 w 0.00 0,00 0 0 0 0 0 0 0
Vll
t-D
13A-2ocs
11 DO
0.201
0.390
nw
nw
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
P 12C-0sw 0.091 0.00 0.00 0 0 0 0 0 0 0 0
C 1613-38ad 0 026 0.74 1.41 54 54 40 76 69 69 51 97
F 2OP-19t 050
0.989
1.41 0.71 0 0 0 0 0_ 0_ 0 0
F 22A-Id 0_00 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 42 46
Envelope loss/gain 291 273 317 293
12 a) Infiltration
b) Room ventilation
158
0
50
0
202
0
64
0
13 Internal gains: Occupants @ 230
Appliances/other
0 0
0
0 0
0
Subtotal (lines 6 to 13) 449 323 519 357
14
15
Less external load
Less transfer
Redistribution
Subtotal
Duct loads 47% 1 65% 1
0
0
0
449
213
0
0
0
323
210 47% 65%
0
0
0
519
247
0
0
0
357
232
Total room load
Air required (clm)
662
42
534
26
766
48
590
29
Calculations aDDroved by ACCA to meet all reouirements of Manual J 8th Ed
I}_ 2016-Jul-13 13 37 27
AC CA ..... '
Right -Suite® Universal 2018 18 0 13 RSU24011 Page 10
eAnastasiaAGR\Lol79ThornebrookeAnaslasiaAGR.rup Calc = MJ8 House laces: W
DEL --AIR Right-JO Worksheet
wAnm-=nimin
ahu 2
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web: WWW DEL -AIR COM
Job: Lot79ThornebrookeAnastas...
Date: 7/13/18
By: JA
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
rm 4
28.0 It
9.0 it heal/cool
14.0 x 14.0 it
196.0 112
rm 3 wic
7.0 It
9.0 it heal/cool
9.5 x 5.0 It
47.5 Itz
Ty Construction
number
U-value
BtuWftz°F)
Or HTM
13tuh/flq
Area (112)
or penmeter (II)
Load
Btuh)
Area (It2)
or perimeter (It)
Load
Bluh)
Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cool
6
11
VI/
I----CC
12C-Osw
2A-2ov
2A-2ov
13A-20cs
2A-2ov
2A-2ov
2A-2ov
0.091
0.340
0.340
0.201
0.340
0.340
0.340
n
n
n
n
n
n
n
2.58
9.62
9.62
0.00
0.00
0.00
0.00
2.34
10.58
10.58
0.00
0.00
0.00
000
126
0
15
0
0
0
0
111
0
O
0
0
0
0
286
0
144
0
0
0
0
260
0
159
0
0
0
0
18
0
0
0
0
0
0
18
0
0
46
0
0
42
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12C-0sw
2A-2ov
2B-21v
0.091
0.340
0_340
0.201
0.580
0 340
a
a
e_
a
a
a
2.58
9.62
9_62
0.00
0.00
0.00
2.34
3036
30_36
0.00
0.00
0.00
6
0
0
0
0
0
6
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Vh13A-2ocs
2A-2omd
2A-2ov
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
yJ
L-G
12C-Osw
2A-2ov
0.091
0.340
s
s
2.58
9.62
2.34
10.77
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Vf/
G
1-G..2A2ov
W
13A-2ocs
2A-2ov
0.201
0340
0.091
0.340
s
s
w
w_
0.00
0_00
258
9.62
0.00
000
2.34
30.36
0
0
0
0
0
0
0
0
0
00
0 0
0
0
0
12C-0sw
13A=2ocs
126
15
111
0
286
1-4.4
260
455
45
0
45
0
116
0
105
0.201 w 000 0_00 0 00 0 0 0 0 0
W 16A-30ad 0.032 w 0.00 0.. 0 0 0 Q 0 0 0 0
V)!
t-D
13A-2ocs
11 DO
0.201
0.390
nw
nw
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
P 12C-0sw 0.091 0.00 0.00 0 0 0 0 0 0 0 0
C 16B-38ad 0 026 0.74 1.41 196 196 144 276 48 48 35 67
F 20P-194 0_05Q 1.41 0.71 0 0 0 0 11 11 16 8
F 22A-tpl 0.989 0_00 000 0 00 0 0 0 0_ 0
6 c) AED excursion 17 30
Envelope loss/gain 1005 1428 213 193
12 a) Infiltration
b) Room ventilation
492
0
156
0
123
0
39
0
13 Internal gains Occupants @ 230
Appliances/other
0 0
0
0 0
0
Subtotal (lines 6 to 13) 1497 1563 336 1 232
14
15
Less external load
Less transfer
Redistribution
Subtotal
Duct loads 47% 65%
0
0
0
1497
711
0
0
0
1583
1028 47% 65/
0
0
0
336
160
0
0
0
232
150
Total room load
Air required (cfm)
2207
139
2611
128
496
31
382
19
Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed
1x}+- wrigF tsoPt^ 2018-Jul-1313:37:27
Right -Suite® Universal 2018 18 0 13 RSU24011 Page 11
eAnastasiaAGR\Lol79ThornebrookeAnaslasiaAGR.rup Calc = MJ8 House laces W
DEL --AIR Right-J® Worksheet
HUT=-=eorasnurmra
ahu 2
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407.333-3853 Web WWW.DEL-AIR.COM
Job: Lot79ThornebrookeAnastas...
Date: 7/13/18
By: JA
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
rm 3
24.0 It
9.0 it heat/cool
13.0 x 11.0 It
143.0 Itz
loll
11.5 it
9.0 It heal/cool
11.5 x 11.0 It
126.5 flz
Ty Construction
number
U-value
Btuh/WI *F)
Or HTM
Btuh/II2)
Area (Ilq
or perimeter (It)
Load
Bluh)
Area (it)
or perimeter (ft)
Load
Bluh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6
11
V(1
I; GG
12C-Osw
2A-2ov
2A-2ov
0.091
0.340
0.340
0.201
0.340
0.340
0.340
OA91
0.340
0.340
awl
0.580
0.340
n
n
258
962
962
2.34
1058
10.58
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-2ocs
2A-2ov
2A-2ov
2A-2ov
n
n
n
n
n
a
a
e9.62
0.00
0.00
000
0.00
2.58
9.62
0.00
0.00
0.00
0.00
0.00
0 00
0.00
2.340
30.36
3036
0.00
0.00
0.00
Vj/
l
C
12C-Osw
2A-2ov
213-211v
0
0
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-2ocs
2A-2omd
2A-2ov
a_
a
a
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
yJ
L---G
12C-0sw
2A-2ov
0.091
0.340
s
s
2.58
9.62
2.34
10.77
117
0
117
0
301
0
274
0
104
30
74
26
189
289
172
323
13A-2ocs
2A-2ov
0.201
0.340
0.091
0.340
s
s
w
w_
w
w
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
O
0
0
j 12C-Osw
2A:2ov
2.58
9.62
0.00
0 00
0.00
0.00
2.34
30.36
0.00
Q00
0.00
0.00
99
15
84
0
216
4-4
197
455
0
0
0
0
0
0
0
0
W 13A-2ocs 0.201
0_Q02
0 0 0 0 0 0 0 0
W 16A-30ad 0
0
0
0 0 0 0 0 0 0
VV
T-D
13A-2ocs
11 DO
0.201
0.390
nw
nw
0
0
0
0
0
0
0
0
0
0
0
0
0
0
P 12C-Osw 0.091 0.00 0.00 0 0 0 0 0 0 0 0
C 16B-38ad 0.026 074 141 143 143 105 202 127 127 93 178
F 20P-19t 0_0_50
0 989
1.41
0 00
0.71 1 1 2 1 0 0 0 0
F 22A-Id 0 0000 0 0 0 0 0 0 0 0
6 c) AED excursion 92 52
Envelope loss/gain 769 1221 571 621
12 a) Infiltration
b) Room ventilation
421
0
133
0
202
0
64
0
13 Internal gains: Occupants @ 230
Appliances/other
0 0
0
0 0
0
Subtotal (lines 6 to 13) 1190 1355 773 1 685
14
15
Less external load
Less transfer
Redtstribution
Subtotal
Duct loads 47% 659/6
0
0
0
1190
565
0
0
0
1355
880 47% 651%
0
0
0
773
367
0
0
0
685
445
Total room load
Air required (cfm)
1755
fi l
2235
109
1140
72
1130
55
Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed.
F}+- wriv"t .1t- 2018-Jul-13 13:37 27
Right-Sude® Universal 2018 18 0 13 RSU24011 Page 12
eAnastastaAGR\Lot79ThornebrookeAnastasiaAGR rup Calc = MJ8 House faces: W
RDEL-AIR Right-JO Worksheet
NUT= - na 1DROn OM11
a hV 2
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333.2665 Fax 407.333.3853 Web WWW.DEL-AIR.COM
Job: Lot79ThornebrookeAnastas...
Date: 7/13/18
By: JA
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
open to below
35.0 It
9.0 If heat/cool
20.5 x 14.5 If
297.3 112
stairs
3 5 If
9.0 11 heat/cool
1.0 x 311.3 If
311.3 ftz
Ty Construction
number
U-value
BluWftz-'F)
Or HTM
Btuhl119
Area (Itq
or perimeter (It)
Load
Btuh)
Area (Itq
or perimeter (11)
Load
Bluh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 VI/ 12C-Osw
2A-2ov
2A-2ov
0.091
0.340
0.340
n
n
n
2.58
9.62
962
2.34
10.58
10.5B
0
0
0
0
0
0
0
0
0
0
0
0
32
0
0
32
0
0
81
0
0
74
0
0
1 1
V[-!
G
13A-2ocs
2A-2ov
2A-2ov
2A-2ov
0201
0 340
0 340
0 340
n
n
n
n
0.00
000
0.00
0.00
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
VL212C-Osw
C
2A-2ov
2B--21v _ _
13A-20cs
2A-2omd
2A-2ov
0.091
0.340
0.340
0.201
0.580
0.340
e
a
a
a
a
a
258
9.62
9.62
0.00
0.00
0.00
2.34
30.36
30.36
0.00
0.00
0.00
131
0
40
91
0
0
233
0
3.85
0
0
0
212
0
1214
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
y/ 12C-Osw
2A-2ov
0.091
0.340
s
s
2.58
9.62
2.34
10.77
185
0
185
0
475
0
432
0
0
0
0
0
0
0
0
0
V+/ 13A-20cs
2A-2ov
0.201
0.340
s
s
0.00
0.00
0.00
000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Y---G_
12C-Osw
2A-2ov
0.091
0.340
w
w-
2.58
9.62
2.34
30.36
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.
W 13A-20cs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-30ad 0.032 w 0.00 0000 0 0 0 0 0 0 0 Q
W
Y--D
13A-2ocs
11 DO
0.201
0.390
nw
nw
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
P 12C-Osw 0.091 0.00 0.00 0 0 0 0 0 0 0 0
C 1613-38ad 0.026 0.74 1.41 297 297 219 419 311 311 229 439
F 20P_191 0_05Q
0.989
1.41 Q.71 Q Q 0 0 0 0 0 Q-
F 22A-Ipl 0.00 0.00 0 0 00 0 0 0 0
6 c) AED excursion 64 61
Envelope loss/gain 1312 2342 310 452
12 a) Infiltration
b) Room ventilation
615
0
195
0
61
0
19
0
13 Internal gains. Occupants @ 230
A pplianceslot her
0 0
600
0 0
0
Subtotal (lines 6 to 13) 1926 3137 372 471
14
15
Less external load
Less transfer
Redistribution
Subtotal
Duct loads 1 47'/ 65%
0
0
0
1926
915
0
0
0
3137
2037 47% 1 %
0
0
0
372
176
0
0
0
471
306
Total room load
Air required (cfm)
2841
179
5174
253
548
34
777
38
Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed
4&- 2018-Jul-13 13:37:27
tGGP '--'-' .-
Right -Suite® Universal 2018 18.0.13 RSU24011 Page 13
eAnastasiaAGR\Lol79ThornebrookeAnaslasiaAGR.rup Calc = MJ8 House laces, W
RDEL-AIR Duct System Summary Job: Lot79ThornebrookeAna...
Date: 7/13118
HUMG- RM GGN111MMG ahu 1 By: JA
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-333-2665 Fax 407-333-3853 Web. WWW.DEL-AIR COM
For: Taylor Morrison
479 Rocky Grove Lane, 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
0.30 in H2O
0.06 in H2O
0.24 in H2O
0.120 / 0.120 in H2O
0.151 in/100ft
840 cfm
159 ft
Cooling
0.30 in H2O
0.06 in H2O
0.24 in H2O
0.120 / 0.120 in H2O
0.151 in/100ft
840 cfm
Name
Design
Btuh)
Htg
cfm)
Clg
cfm)
Design
FR
Diam
in)
H x W
in)
Duct
Matl
Actual
Ln (ft)
Ftg.Egv
Ln (ft) Trunk
dining rm C 1378 57 62 0.201 6.0 Ox 0 VIFx 27.1 92.0 SO
family rm h 4979 212 191 0.187 9.0 Ox 0 VIFx 36.2 92.0 st1
kitchen c 3238 134 146 0.218 8.0 Ox 0 VIFx 18.0 92.0 SO
mstr bth h 1397 59 31 0.163 5.0 Ox 0 VIFx 40.3 107.0 st3
mstr rm c 6215 223 281 0.151 8.0 Ox 0 VIFx 52.0 107.0 st3
mstr we c 6 0 0 0.166 4.0 Ox 0 VIFx 37.5 107.0 st3
mstr wic c 6 0 0 0.162 4.0 Ox 0 VIFx 41.1 107.0 st3
pantry c 6 0 0 0.215 4.0 Ox 0 VIFx 19.6 92.0 SO
pwdr h 1421 60 33 0.204 5.0 Ox 0 VIFx 25.5 92.0 st1
study h 1401 60 40 0.168 6.0 Ox 0 VIFx 36.2 107.0 st3
util c 1205 35 54 0.204 5.0 Ox 0 VIFx 25.5 92.0 SO
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type cfm) cfm) FR fpm) in) in) Material Trunk
st3 Peak AVF 342 353 0.151 647 10.0 0 x 0 VinlFlx SO
SO Peak AVF 840 840 0.151 602 16.0 0 x 0 VinlFlx
1 twrightsci - 2018-Jul-13 13 37 29
Right-SuileO Universal 2018 18.0.13 RSU24011 Page 1
CA..eAnastasiaAGR\Lol79ThornebrookeAnastasiaAGR rup Calc = MJ8 House laces, W
Name
Grille
Size (in)
Htg
cfm)
Clg
cfm)
TEL
ft)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rb3 Ox 0 840 840 0 0 0 0 Ox 0 VIFx
ti 411j- wrightSoft- 2018-Jul-1313:37:29
A .,,.-
Right-Suile® Universal 2018 18 0 13 RSU24011 Page 2
ACC.eAnaslasiaAGR\Lol79ThornebrookeAnaslasiaAGR rup Calc = MJ8 House faces: W
DEL --AIR Duct System Summary Job: Lot79ThornebrookeAna...
Date: 7/13/18
HUMC • M l:onnmamlo ahu 2 By: JA
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM
For: Taylor Morrison
479 Rocky Grove Lane, Sanford, FL 32771
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.30 in H2O
0.06 in H2O
0.24 in H2O
0.120 / 0.120 in H2O
0.202 in/100ft
840 cfm
Cooling
0.30 in H2O
0.06 in H2O
0.24 in H2O
0.120 / 0.120 in H2O
0.202 in/100ft
840 cfm
Name
Design
Btuh)
Htg
cfm)
Clg
cfm)
Design
FIR
Diam
in)
H x W
in)
Duct
Matl
Actual
Ln (ft)
Ftg.Egv
Ln (ft) Trunk
blh 3 h 766 48 29 0.311 4.0 Ox 0 VIFx 7.1 70.0
bth2 h 662 42 26 0.318 4.0 Ox 0 VIFx 5.5 70.0
loll h 1140 72 55 0.203 7.0 Ox 0 VIFx 33.0 85.0 st2
open to below c 2587 89 127 0.274 6.0 Ox 0 VIFx 17.5 70.0
open to below -A c 2587 89 127 0.286 6.0 Ox 0 VIFx 14.0 70.0
rm 2 h 2929 184 183 0.270 7.0 Ox 0 VIFx 18.8 70.0
rm 3 h 1755 111 109 0.206 6.0 Ox 0 VIFx 31.5 85.0 st2
rm 3 wic h 496 31 19 0.202 4.0 Ox 0 VIFx 33.7 85.0 st2
rm 4 h 2207 139 128 0.281 7.0 Ox 0 VIFx 15.5 70.0
stairs c 777 34 38 0.306 6.0 Ox 0 VIFx 8.6 70.0
Name
Trunk
Type
Htg
cfm)
Clg
cfm)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Duct
Material Trunk
st2 Peak AVF 213 183 0.202 483 9.0 0 x 0 VinlFlx
Name
Grille
Size (in)
Htg
cfm)
Clg
cfm)
TEL
ft)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rb2 Ox0 840 840 0 0 0 0 Ox 0 VIFx
wrightsoft- 2018-Jul-13 13 37 29
Right-SuileO Universal 2018 18.0.13 RSU24011
Page 3
14CA . eAnastasiaAGR\Lol79ThornebrookeAnaslasiaAGR rup Calc = MJ8 House laces: W
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot79ThornebrookeAnastasiaAGR Builder Name: Taylor Morrison
Street 479 Rocky Grove Lane Permit Office:
City, State, Zip: Sanford , FL , 32771 Permit Number.
Owner. Jurisdiction, 691500
Design Location: FL, Orlando
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall
requirements
The exterior thermal envelope contains a continuous air barrier not be used as a sealing material.
Breaks or joints in the air barrier shall be sealed.
Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit
the insulation and an gaps in the air barrier shall be sealed. Y 9 P shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls
The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with
sealed. a material having a thermal resistance of R-3 per inch
Knee walls shall be sealed minimum.
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/door jambs and framing, and
and doors skylights and framing shall be sealed.
Rim joists Rim joists shall include the air barrier Rim joists shall be insulated.
Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to
including insulation. maintain permanent contact with the underside of
above -garage subfloor decking, or Floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
floors) of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped shall be permanently attached to the crawlspace walls
Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
Narrow cavities cavities shall be filled by insulation that on
installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spac as.
Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building
shall be sealed to the 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
Pxfpnfi behind omomno 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
between fire sprinkler cover olates and walls or ce*l*nas,
a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400.
7/13/2018 1.42 PM EnergyGaugeO USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
FORM R405-2017
RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST
Florida Department of Business and Professional Regulation
Simulated Performance Alternative (Performance) Method
Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the
residential Simulated Performance Method shall include:
This checklist
A Form R405 report that documents that the Proposed Design complies with Section
R405.3 of the Florida Energy Code. This form shall include a summary page
indicating home address, a -ratio and the pass or fail status along with summary
areas and types of components, whether the home was simulated as a worst -case
orientation, name and version of the compliance software tool, name of individual
completing the compliance report (one page) and an input summary checklist that can
be used for field verification (usually four pages/may be greater).
Energy Performance Level (EPL) Display Card (one page)
HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7
Mandatory Requirements (five pages)
Required prior to CO for the Performance Method:
Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 -
one page)
A completed Envelope Leakage Test Report (usually one page)
If Form R405 duct leakage type indicates anything other than 'default leakage", then a completed
Form R405 Duct Leakage Test Report (usually one page)
EnergyGauge® - USRCSB v6.0
7/13/2018 1:42:01 PM Page 1 of 1
FORM R405-2017 Envelope Leakage Test Report Performance
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Envelope Leakage Test Report
Performance Method
Project Name: Lot79ThornebrookeAnastasiaAGR Builder Name: Taylor Morrison
Street: 479 Rocky Grove Lane Permit Office:
City, State, Zip: Sanford , FL , 32771 Permit Number:
Design Location: FL, Orlando Jurisdiction: 691500
Cond. Floor Area:: 2582 sq.ft. Cond. Volume: 23678 cu ft
Envelope Leakage Test Results
Regression Data:
C n:
Sinole or Multi Point Test Data
3
HOUSE PRESSURE FLOW:
1 Pa cfm
2 Pa cfm
3 Pa cfm
4 Pa cfm
5 Pa cfm
6 Pa cfm
Leakage Characteristics
Required ACH(50) from
FORM R405-2017 :
Tested ACH(50) ' :
Tested leakage must be less than or equal to the
required ACH(50) shown on Form R405-2017 for
this building. If the tested ACH(50) is less than 3
the building must have a mechanical ventilation
system.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour
in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by
either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(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 lest and provided to the code official. Testing
shall be performed at any time after creation of all penetrations of the building thermal envelope.
During testing-
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other
infiltration control measures;
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration
control measures;
3. Interior doors, if installed at the time of the test, shall be open;
4 Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed;
5 Healing and cooling systems, if installed at the time of the test, shall be turned off; and
6. Supply and return registers, if installed at the time of the test, shall be fully open
I hereby certify that the above envelope leakage
performance results demonstrate compliance
with Florida Energy Code requirements in
accordance with Section R402.4.1.2.
SIGNATURE:
PRINTED NAME:
DATE:
7/13/2018 1:42 PM
Testing shall be conducted by either
individuals as defined in Section
553.993(5) or (7), Florida Statutes or
individuals licensed as set forth in
Section 489.105(3)(f), (g), or (i) or an
approved third party. A written report of
the results of the test shall be signed
by the third party conducting the test
and provided to the code official.
BUILDING OFFICIAL:
DATE:
EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software
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Page 1 of 1
Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
ADDRESS: 479 Rocky Grove Lane Permit Number:
Sanford , FL , 32771
MANDATORY REQUIREMENTS See individual code sections for full details.
SECTION R401 GENERAL
R401.3 Energy Performance Level (EPL) display card (Mandatory)The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD.
R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.4.1 through R402.4.5.
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402.5.
R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing
methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 InstallationThe 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.
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 the results of the lest shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing.
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended
weatherstripping or other infiltration control measures.
2 Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond
intended infiltration control measures.
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open
R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where
using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the
fireplace Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
R402.4.3 Fenestration air IeakagdNindows, 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.
7/13/2018 1.42 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5
MANDATORY REQUIREMENTS - (Continued)
R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to
open combustion fuel burning appliances, the appliances and combustion au 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)(0, (g) or (i), Florida Statutes, to be "substantially leak free" in
accordance with Section R403.3.3.
R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent
of the design airflow rate when tested in accordance with ASHRAE 193.
R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods -
Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the
manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the
entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the
test.
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C)
or below 55'F (13"C) shall be insulated to a minimum of R-3.
R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that
caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause
degradation of the material. Adhesive tape shall not be permitted.
R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in
accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2.
Automatic controls, temperature sensors and pumps shall be accessible Manual controls shall be readily accessible.
R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return
pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited.
Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the
occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and
when there is no demand for hot water.
R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515 Controls for such systems
shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance
with the times when heated water is used in the occupancy.
7/13/2018 1:42 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heal trap or a
downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage tank.
R403.5.6 Water heater efficiencies (Mandatory).
R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature
setting range shall be from 100'F to 140'F (38'C to 60'C)
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 healing 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 TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar
water -heating systems should meet the following criteria:
1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating.
R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor.
R403.6.2 Ventilation air. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
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
If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10
otherwise.
R403.7 Heating and cooling equipment (Mandatory).
R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and
indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that
affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such
as standard kitchen and bathroom exhaust systems New or replacement heating and cooling equipment shall have an efficiency
rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed.
TABLE R403.6.1
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATION AIRFLOW RATE MINIMUM
CFM)
MINIMUM EFFICACY a
CFM/WATT)
AIRFLOW RATE MAXIMUIv
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- 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916
7/13/2018 1:42 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less
than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing Manufacturer's
expanded performance data shall be used to select cooling -only equipment This selection shall be based on the outdoor design dry-bulb
temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded
performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature
Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
2.
When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of
equipment may be sized in accordance with good design practice.
R403.7.1.2 Heating equipment capacity.
R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section
R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if
the design heating load is 1.15 times greater than the design cooling load.
R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.7.1.
R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.7.1
R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
1 A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
2. A variable capacity system sized for optimum performance during base load periods is utilized.
R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403.
R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building,
shall include automatic controls capable of shutting off the system when the pavement temperature is above 50'F (10'C), and no
precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4.8'C).
R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403.10.1 through R403.10 5.
R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation
of such switch shall not change the selling of the heater thermostat. Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots.
R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule
shall be installed for heaters and pump motors Heaters and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation
2. Pumps that operate solar- and waste -heat -recovery pool heating systems.
3 Where pumps are powered exclusively from on -site renewable generation.
R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at
the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered
energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required.
R403.10.4 Gas- and oilfired 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.
7/13/2018 1:42 PM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complia Page 4 of 5
R403.10.5 Heat pump pool heaters. Heal pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
R403.11 Portable spas (MandatoryNe energy consumption of electric -powered portable spas shall be controlled by the
requirements of APSP-14.
SECTION R404
ELECTRICAL POWER AND LIGHTING SYSTEMS
R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps.
Exception: Low -voltage lighting.
R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights.
7/13/2018 1 42 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5
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1ST FLOOR
TAYLOR MORRISON HOMES vfC =
THORNBROOKE S.F.
r [
LOT 79 -
HOUSE TYPE: ANASTASIA
WITH OPTIONS:
WATER SOFTENER r
2ND FLOOR
BATH 2
r writs srACK FMOaa Ywv FLOOR _ - ; - . • - .
RECORD COPY
DESCRIPTION AS FURNISHED: Lot 79, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages
70 thru 77, Public Records of Seminole County, Florida.
PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc.
TRACT J
OPEN SPACE/RECREATION
N 00014'55" W 6
40.00'
ITY OF .r,
19.80' - . 19.80' t 9.80'
Q AUG 2 0,,; .
5.00'
15.7'
COVERED
CJi 1 !
V PATIO pp nn L pp I Lf'.1`,;I'•_rJ ilY I
14.3'
5.00 _I
LOT 79
Ok to construct single family home
with setbacks and impervious area
shown on plan. 4 + q 5l.slu G,.,2PROPOSEDRESIDENCE
MODEL: ANASTASIA
2 CAR GARAGE RIGHT
0)
LOT 78 N
Cn ^I 5.00' 5.0' S LOT 80
o n2
CPO
ENTRY
O t
of
21.3'
5.00'
4 16' DRIVE
5.20' 25.20
C
10' UTIL. ESMT.
A
hhQ.rye.
OPC_-'h--72.2E----
WALK
CURB
N 00014'55" W
40.00'
ROCI-Cy GRO V 1 LA N'
50' R/W) UTIL. AND ACCESS
PROPOSED = FINISHED SPOT GRADE ELEVATION
PER DRAINAGE PLANS
ten- PROPOSED DRAINAGE FLOW
LOT GRADING TYPE B
PROPOSED F.F. PER PLANS = 23.1' +
PROPOSED GRADE PER CONSTRUCTION PLAN ++
ON LOI
LOT 4 ,It% :: 1ByByjiiLIVING = 1.45J S•'r:
GARAGE =
ENTRY
LANAI - 41
GREET,EWAY - Np
DRIVEWAY = 03
A/C PAD
WALKWAY 7!1
IMPERVIOUS = 5•I.C.
SOD I %:
R/W I4Lj-- --.--
APRON t it, S'
BUILDING SETBACKS: PLOT PLAN ONLY" SIDEWALK 201; Sr
FRONT = 25' NOT A SURVEY)
SOD
REAR = 15' PROPOSED INFORMATION SHOWN
iUIALA
AREA
SIDE = 5.0' BASED ON SUPPLIED PLAN DRIVEWAY s
SIDE CORNER 10' AND/OR INSTRUCTIONS PER SIDEWALK
CLIENT(NOT FIELD VERIFIED) I SOD
CR US'E)VAfEYL'R - SCO TT & 17 AJ AJ O C. , INC. - LAYVD ,S' UR VE' l' ORE
LCGGID - LEGEND - W
5400 E. COLONIAL OR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-- I4.S(:
PLAT PZA_ POINT ON LING
NOTES: trII. FIELDIRON PIPE TYP. RAC TYPICALPOINTOr REVERS[ CURVATURE 1. ME UNDERSIGNED DOES HEREBY CERTIFY TINT MIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY ME FLORIN BOARD Jr f
IA. IRON ROD P.C.C. POINT OF COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CILAPTER 3J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027. FLORIDA STATUES
C.. CONCRETE NONUW[NT RA0. RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL THIS SURVEY MAP OR COPIES ARC NOT VAUD. 2.
SCr IR 1/2' IR. •/•LI 4596 NR. No J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS
R[[. P.0.B. R[LOVfR[0
POINT Or BEGINNING V.P. CALL. CAM
vITH[SS POINT
CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY.
PARE. Pow Or COMMENCEM[N7 PERMANENT REFERENCE MONUMENT I. NO UNDERGROUND IMPROVEMENTS HAVE DEEN LOCATED UNLESS OTHERWISE SHOWN.
i CENTERLINE rr. FINISHED FLOOR ELEVATION 5. THIS SURVEY IS PREPARED FOR THE SOLE BENCFTT OF THOSE CERTIFIED TO AND SHOULD NOT BE RCUCO UPON BY ANY OTHER ENHIY.
NLO NAIL L DISK B.SL.. BUILDING SETIACK LIKE f<, DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO MECONSTRUCr BOUNDARY LINES.
R/vSMT. RIGHT-Or-VAY
CASEMCNI IMI.B. BENCHMARK
RASE REARING 7. BEARINGS, ARE BASED ASSUMED OATUu AND ON THE LINE SHOWN AS BASE BEARING (B.B.) II
DRAIN, DRAINAGE B. ELEVATIONS. IF SHOWN. ARE BASED ON NATIONAL GEODETIC DATUM OF 1929. UNLESS OTHERWISE NOTED.
UTIL. UTILITY 9. CERTIFICATE OF AUTHORIZATION No 4596.
CLIC CHAIN LURK FENCE
VDrC. vOOD rENCC
C/B CONCRETE (LOCK SCALE — 1 • - 20 _y DRAWN BY: •••
OROERPC. P.1DLCC.
POINT or CURVATURE
PoDr TANGCMCr
DESCR1,T'ON CERTIFIED BY: LUTE No
RL RADIUSAREL PLOT PLAN 07-16-2018 4656- 18
D DCLTA
CC D. CHORD CHORD BEARING
NORTH
THIS BUILDING/PROPERTY DOES NOT LIE WITHIN -E So—•--
THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM• TOM RUSEN ER, R.L.S. / 4714
ZONE X• MAP / '12117C 0055 F JAMES . SCO R. L.S / 4801
STATE CERT .LIC EC13003715
ELECTRICAL SERVICES, INC. HOLDER: JOSEPH STRADAN3400StJohnsPkwyNEC2011/FBC 107
SANFORD,FL STRADA877-906-1113
ELECTRIC • SECURITY
ELECTRICAL LOAD CALCULATIONS
UPDATED 5-8-2012
MODEL' ANASTASIA
BUILDER TAYLOR MORRISON
SUBDIVISON
VOLT/AMPS
LARGEST LOAD HEAT PUMPS W/SUPPLEMENTAL HEAT 15572
Includes Heat Pump and Heal Strips on together @100%.
Square feet Irving areal 25851 3 volt/amps 7755
Small Appliance Circuits 3 4500
Laundry Circuit 1 1500
Dishwasher 1 1500
Water Heater 1 4500
Range 1 8000
Oven 0
Caoktop 0
Microwave 1 1100
Dryer 1 5000
Disposal 1 500
Pool 0
TOTAL OTHER LOAD 34355
FIRST 10KVA@100% 10,000
REMAINDER @ 40% 9742
LARGESTLOAD 15572
TOTAL LOAD F 35 314 V.A./ 240VOLTS= 1 147
SIZE
RECOMMENDED
20D MINIMUM PER 150
SERVICE SIZE: NEC
TON OTY KW
2 4032 10000 6500 0
2.5 5040 10000 6500 0
3 5280 10000 6500 0
3.5 6168 8000 5200 0
4 6888 8000 5200 0
5 8160 10000 6500 0
10 KW SETUP 0
4.308333 AC EP1 35.5 12 2.958333
TON OTY KW
1.5 2990 5000 3250 0
2 1 4032 5000 3250 7282
2.5 1 5040 5000 3250 8290
3 5280 5000 3250 0
3.5 6168 5000 3250 0
4 6888 5000 3250 0
5
5 KW SETUP
8160 5000 3250 0
15572
POOLPREWIRES
OTY AMPS
MEMI•
30: 29D; 0'
60E4Q'IIIIIIIIIII0,
100 240
Note: This Load Calc is base on the information provided by the builder The recommended service size will be installed leaving sufficient usage for future homeowner.
00
0)
z c
Cr+ a o
O
CD
41
RECORD COPY
City of Sanford
Building and Fire Prevention
Product Approval Specification Form
eUILp`II;
Permit # # 1 8- 3 1 8 3 SgbFORO0
Project Location Address: Anastacia. lot 79. 479 Rocky Grove Ln.
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.floridabuildinq.orq.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
1.Exterior Doors
Swinging herma Tru Swinging Ext. Door (front door) FL20461-R3
Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.9
Sectional Windsor Garage Doors Sectional Ext. Door Dbl, single FL15080.R3
Roll U
Automatic
Other
2.Windows
Single Hung MI Windows Single Hung window FL17676.2,9,16
Horizontal Slider
Casement
Double Hun
Fixed M1 Windows Frame Fixed Glass FL18644.04
Awning
Pass Through
Projected
Mullions MI Windows Mullions FL 18504.2
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
including decimal)
3.Panel Walls
Siding
Soffits Alpha Aluminum, Inc. Soffits FL16544-R3
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4.Roofing Products
Asphalt Shingles CertainTeed Shingles FL5444-1113
Underla ments Rhino Linings Corp Coatings FL21842-R1
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shin les
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents Millennium MMI-2 Off Ridge Vent FL19567-R1
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
5.Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6.Skylights
Skylights
Other
7. Structural
Component
Wood Connectors
Anchors
Truss Plates ITW Bldg Components Truss Plates FL1999-R6
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels Commercial Concrete Quality Precast FL1774-R5
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
HVAC Tie Down BMP International HVAC Tie Down FL14239-R4
Applicant's Signature
Applicant's Name
Please Print)
June 2014
a
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ENGINEERING PACKAGE
Builder: TAYLOR MORRISON
Project: 9A6/9A7 Thombrook
Model/Building: ,258SE/258MA/258TA M
ao
Lot Alt:
JO\
G
40 'ry
Lot: 79 Block:
ov QP
o
Address:
JobNumber: N333522 -
Revision Date:
Unit:
New Load #: RA01
CARPENTER CONTRACTORS OF AMERICA, INC
3900 AVENUE G. N.W.
WINTER HAVEN, FLORIDA 33880
PH (800) 959-88 06 GFAX (941) 294-7934
0
THIS Dw6 PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED 1/ TRUSS MFR.
LA-)
STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES
Strongback Bridging Guidelines for Roof Trusses
Stronggback bridgging for roof trusses 1s not a requirement
of ANSi•TPI 1.2002 but 7t is a strongly recommended guldCline
by Carpenter Contractors of Anerica. It serves the following two
functions:
1) Bridging aligns the bottom chords after they are set so they
are uniform along the telling line. This, in turn helps minimize
wavy ceilings' after the installation of drywall.
2) Bridging helps 'Dlaning-out' the transitional or relative
deflection of adjacent trusses due to an offset in spans.
in either case, strongback bridging should not be attached
to adjacent trusses that need to be jacked into place more
than W inch.
Strongback bridging in roof trusses does not serve as temporary
or permanent bracing and is not intended to help distribute or
share design loads between trusses. Consequently, no design
loads have been accounted for with this detail and continuous
strongback bridging should not be attached between common and
girder trusses that have more than W inch differential deflection.
STRONGBACKS SHOULD BE ATTACHED TO
WALLS AT THEIR OUTER ENDS OR RESTRAINED
BY OTHER MEANS.
STRONGBACKS SHALL BE A MINiNMUM OF 216, AND SHALL BE -ATTACKED
WiTH A MiNIMUM OF THREE 16d COMMON OR (3) 0.131 1 3' GUN NAILS
TO A 214 VERTICAL WEB MEMBER
The graphic shown on this detail is for generic illustrative purposes
2X6 STRONGBACK only. The exact location of strongback bridging will be specified by
Carpenter Contractors of Anerica.
The use of strongback bridging shall in no way interfere with any
other design considerations specified by the Engineer of Record
or Building Designer.
The nailing requirements shown are consistent with ANSI/TPI 1-2002
for strongback bridging.
N.T.S -Not To Scale)
6bcbogeecBpBetltisDet6S618-.6f1BBREFi1 E [R)
Design Crit: TPI-2002(STO)/FBC
PLT TYP. Wave C RT-1.DO 7 25 IO 0 7.31.II orY: FL 7 E
r niunl •• ltmua ucunwtanou a 1. nac.unu. ..mur. nlrrlr. Innucr m wc'"'' TC LL PSF REF RO81- 48357tunercurrtcotemY. tun. ruulnn a+ rn a auaa run nrtcrv*T. c ` i. ut .1 . 1— T...wm,c ... vrc. aunt n rc l or wnu. uw
crna lea. nt., alnq .n ...
EA .
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ALPINE NO. cuu BC LL PSF HC ENG DR/DR
tu....tl•••• VITt.Milcant lca...........m. rry to *! * *
TOT.LD. PSF AR36uagnuPeril •a1 rYt ar H'.a/Btu ry.NY/[) a{n, •n1 uYt n/u c., •,a,all ulr. Rill. .Irlr
u n ua r.ra o not .. , vane r r.vut uuro u ma mu+. w mn .0
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FFI.O OA10276 '•'uua .n.uu rc. ua /n.. aa. t. Jul )IYA- SPACING JREF- ITT0081_Z18
Simpson Strong -Tie, Wood Construction Connectors
Hangers
HU/HUC hafigure may txj imtalkxi un a rrusunry,,co xxetu wall
as described below. A,ldiaonally, HU hanger; wrih one flange
concealed may be installed similar/.
HU and HUG products are heavy-duty face -mount joist hangers
made from 14-gauge galvanized steel.
The HUG is a concealed flange (face flanges turned in)
version of the HU.
HU is available vnth both flanges concealed, provided the
W dimension is 25/re' or greater, at 100% of the table bad.
Specify HUC.
HU is available with one flange concealed when the W dimension
is less than 21'id' at 10096 of the table bad. Specify as an 'X'
version and srecify flange to conceal.
For any HU cr HI ,tom shown in this catalog. the user may
subs?Mute all face nail•', wah 14' i t;.' Then' 2 scrLwvs
Model TTN2-25134H). Follow all installation instruction and
use the bans tram this rltokx:.
Material: 14 gauge
Finish: Galvanized; ZMAXa and stainless steel available
Installation:
Attach the hangers to corcrete or GFCMU W.jfls using
hex -load Tilen9 2 screws. 11ten screws for GFCMU V. z 23v —
Model TTN2-25234H) and for cr..ncrefe C%' x 1-W — Model
Il'N2-25139hq are not rxoaided vnth Ilse hangers.
Drill the:%%"- diameter hole to the specified embedment
depth plus W.
Alternatively, dnll the Yia"-diameter hole to the specified
embedment depth and hbw it clean using compressed air.
Caution: Oversized -diameter holes in the base material
will reduce or eliminate the mechanical interlock of the
threads with the base material and will reduce the anchor's
load capauty.
Iitan Installation Tool Kils are available. they include a
Vie" cnll rh and hex-he::d driver bit (Model 'rrNT01-RQ,
a'ii" x 4 i3' drill t;d is also available (Model MDB1 g412).
A minimum end and edge distance of 1 rfi' is required.
Options:
For skewed hangers use 75% of lade uplIA load. If hanger
width is qr atrar than 31rW, there use 80% of table download;
OIYk?Ib:4ie use 1 t,\)% of t„ blr: download.
Codes: See p. 14 for Code Reference Key Chan
Concealed flanges
HUC410
114
m;,
1 rh' N;
HUG410 Installed on
Masonry Block End Wall
HUC410 Installed on
Masonry Block End Wall
SIMPSON
Strong, -Tie
279
N
O
280
Simpson S!rong-Tie' Wood Construction Connectors
Hangers (cont.)
These products are available with additional corrosion protection. For more information, see p. 18.
SIMPSON
trongzTie
Model No. Fasteners
Allowable Loads (OF/SP)
CodeGFCMUConcrete
Standard Concealed
GFCMU
7ften' 2
Concrete
titan' 2 Joist
Uplift
160)
Down
100/125)
Uplift
160)
Down
1001125)
Ref.
HU26 HU26X 4)'%.' x I ; 4)'%:' x 1? 2) IOff x 1112' 335 1.000 335 1.545
HU28 HU28X 6) !%." % 1?': 6) '•:' x 1?':' 4)10d x 1 W 545 1,500 760 2,400
HU210 1111210X 8) !,r x 1''." 8) !•%' % I?'l 4) iOd x 1 h" 545 2.000 760 2,415
HU46(Min.) HUC46 8)•%"xIV 8)'Wx1-V 4)10dcommon 760 2,000 760 3,200
HU46 (Max.) IIUG46 12) V x 1 :" 12) ::' x I % 6) 10d common 1,135 3,000 1,135 3,950
HU26-2 (Min.) HUC26-2 8) !4' x 1?L' 8) '•:' x 1 ." 4)10d common 760 2,000 760 3,200
HU26-2 (Max.) HUG26-2 12) !A x 14V 12) %'." x 1'•'+` 6)10d common 1,t35 3,000 1,135 3.950
HU48 (Min,) HUC48 10) 'V4 x 1 10) A" x 11.:' 4)1 Off common 760 2,500 760 3,725
HU48 (Max.) HUC48 14) 4' " 1'.': 14) ,:" : 1-.' 6) 10d common 1,t35 3,500 1,135 1 4,920
HU28-2 (Min.) HUG28-2 10)'A" x 14V 10) V. x 14'.- 4)10d common 760 2.500 760 3,725
HU28-2 (Max.) HUC28-2 14) Vt x 11,117 14) 'A', i4. 6)10d common 1.135 3,500 1,135 4,920
HU410(Min.) HUG410 14) ;'r1'/.` 14) :'..1xy 6)10dcommon 1.135 3,500 1,135 4,920
HU410 (Max.) HUC410 18) i',": 1'•',' 18) 4 . 10) 10d common 1.800 4,500 1,800 4,920
HU210.2 (Min.) HUC210-2 14) Vl x 14; 14) V." x 14'.' 6)10d common 1,135 3,500 1,135 4.920
HU210-2 (Max.) HUC210-2 18) IA- • 14'; 18) l:' x 14',' 10)10d common 1,800 4,500 1,800 5,085
HU28X Skew 45' Not ava'lahle) 6) l'%". I JW 6) '=' x I N" 4)10d x 1 h" 670 I 1,500 670 2,400
HSUL/R26-2 HSI1L/RC26-2 12) 114 12) : r ".+` 4)16d x 2 W 900 1 3.000 900 3,135
HU2=-2 HUC24-2 4) ;%.' x 12.l 4) ::" x 1:,4, 2) 10d common 380 1,000 380 1,545
HU212 H101 J'. 10) V." x 2 10) "1" x t : 6)10d x 1 W 1,135 2,500 7,135 2,665
HU214 lflp i e. 121 %', "'• 121 A" x 6)10d x I W 1135 2,665 1.135 2,665
HU26-2 (Min.) HUC26-2 (T,tm.) 8) '" x 2?: 10'•%' x 1?'.' 4) 10d common 760 2,000 760 3,200
HU26-2 (Max.) HUC26-2 (Max.) 12) ,V x ".: 121'i" x 6)10d common 1,135 3.000 1,135 3,950 170
HU26-3 (Min.) HLIC26-3 (Min.) 8) !%•" . 22,,,4' 1'. I?•." 4)10d common 760 2000, 760 3,200
HU26-3 (Max.) IIUC26-3 (Max.) 12)1 : 2's'
8)
12) % ' x 14; 6) IOd common 1,1353,000 1,135 3,950
HU28.2 (Min.1 HUC28-2 (Min.) 10) 's" x =e,- 10) :4` x 1 P+' 4)10d common 760 2,500 760 3,725
HU28-2 (Max.) HUC28-2 (Max.) 14) %, y 21: 04) 'V x ' .'+ 6)10d common 1,135 3,500 1,135 4,920
HU210.2 (Min,) IIUG210-2 (Min.) 14) %Y x 21,' 14) b,' x 1 6) 10d common 1,135 3,500 1,135 4,920
HU210-2 (Max.) HUC210-2 (Max.) 18) t," x 21V 18)'•Y' x Y'" 10) 10d common 1,800 4,500 1.800 5,085
HU210-3 (Min.) HUC210.3 (Min.) 14) V: 'A'+- 04) 6)10d common 1,135 3,500 1.135 4,920
HU210-3 (Max.) HUC210.3 (Max.) 18)'•',': 'c1s` 18) ": x 14+' 10) 10d common 1.800 4,500 1,800 5,085
HU212-2 (Min.) HUC212-2 (Min.) 16)Vx 24:" 16)'•Y' x 1?.' 6)10d common 1,135 4.000 1.135 4,920 HU212-
2 (Max.) HUC212-2 (Max.) 22) tV x 214 22) !A ,1',: 10) 10d common 1 1.350 5.085 1.350 5.085 HU212-
3 (Min.) HUC212-3 (Min.) 16) x?`- 16)':' x 11.' 6)10d common 1,135 4,000 7,135 4,920 HU212-
3 (Max.) Ht1C212-3 (Max.) 22)', x 5x: 22)'.+" + "•:' 10) 10d common 1,800 5,085 1,800 1 5,085 HU214.
2 (Min.) HUC214-2 (Min.) 18) %'4 x 24+ 181 :':' x 13'+- 8) 10d common 1.515 4,500 1.515 5,085 HU214-
2 (Max.) HUC214-2 (Max.) 24)'/," x 2-W 24) V.` x I W 12) 10d common 2.015 5,085 2,015 5,G85 HU214-
3 (Mm.) I IUG214-3 (Min.) 18)' x 2 %+ 18) "r" x 14, 8) 10d common 1,515 4,500 1,515 5,085 HU214-
3 (Max.) HUC214-3 (Max.) 24) '4" r V4- 24) V," x 1 :;' 12)10d common 2,015 5,085 2,015 5.085 HU216
H1.1216k 18)'A" x PW 18) %Y' x i$ ' 8) 1Gd x l 1/," 1,515 2,920 1,515 2,920 HU216-
2 (Min.) HUC216-2 (Min.) 20)'.'.- x 2W 20) %: ; 1 V 8)1Od common 1,515 4,920 1.515 4,920 1IU216-
2 (Max.) IIUC216-2 (Max.) 26) ' r 5 %,' 26) - . 1 .' 12) lOd common 2.015 1 5,085 1 2,015 1 5,085 HU216-
3 (Min.) HUC216-3 (Min.) 20) 5V' r 2 W 20)1-5" : I W" 8)10d common 1.515 4,920 1.515 4,920 HU216-
3 (Max.) IIUC216-3 (Max.) 26) Y---" i 23: 26) 5:" x 1 b?' 12)10d common 2,015 5,085 2,015 5,085 1.
Upllt bads have been increased for earthquake or w,nd duration wiln no further increase is allowed; redLr.c7 wren CIFGr hails govern. 2.
Minimum f c = 2.500 psi and minimum Pm = 1.500 psi. 3.
Wlwr only one flanija is concealed specify right or left conceldled Oarlge. A.
Models with'X' are not stock items. 5.
1-NZ; luGS 6-iA- 0,9nctdpea £u•J, 1111•,t I qw",:c r:r»5.-ue rof C>pD:Cd iG w Yher. Fasteners:
16o wrrim ,n - 0.16'2- ch:1. x Xi'long, 16d x 21,V - 0.16_' Ja x 210' long, 10 itrrimcn - 0,148' d a. x 3` long: 10d
x 11a' = J.148' d,, x 1'L Icn1:, TTN2-2S' 3.1H = '.•+' r r;;' Titan'_, TTN2-25234H = 1'+' x 21." Tit?n 2: TTN251 ?4H = T lao 1:' x VW and
17N2523-41-1 -Then S: 2 4' rhry n4: o on uzod at full tat:19 Vacs. See pp. 2•27 for other n _il sizes and bfc rmatc". UPDATED
04/17117
HU/HUC/HSUR/L
Hangers (cont.)
0 These products are available w th atlortional corrosion protection, For more inlormation, see p. 18.
SIMPSON
strougLTie
Model No. Fasteners
Allowable Loads (DF/SP)
CadeGfCMUConcrete
Standard Concealed
GFCMU
Titan' 2
Concrete
Titan" 2 Joist
Uplift
160)
Down
100/125)
Uplift
160)
Down
100/125)
Het.
HU44 HUC44 4) Y%"', 2v%' 4) 4;" ;1 ti%' 2) 10d common 380 1.000 380 1,545
HU46(Mc1.) HUC46(Min.) 8)'/.'x24,' 8)'A%1y: 4)10dcommon 760 2.000 760 3,200
HU46 (Max.) HUC46 (Max.) 12) 7,,' x 2w, 12) V,' x 1 %" 6) 10d common 1,135 3,000 1,135 3.950
HU48 (Min.) HUC48 (Min.) 10) '/," r : -: 10) !'i x 14- 4) 10d common 760 2,500 760 3,725
HU48 (Max.) HUC48 (Max.) 14)14- , 21ti' 14)1•4' , 11: 6) 1Dd common 1.135 3,500 1.135 4,920
HU410 (Min.) HUC410 (Min.) 14)'a' x? 14) %4' x i;i^ 6) 10d common 1.135 3,500 1,135 4,920
HU410 (Max.) HUC410 (Max.) 18) V1 • 2`: 18),"' r 1 :'•` 10) 10d common 1,800 4.500 1,8c0 4,920
HU412 (Min.) HUC412 (Min.) 16) 5, ; 2?.' 16) :• : 1 ' 6)10d common 1,135 4.000 1,135 4.920
111.1412 (Max.) HUC412 (Max.) 22)'a" x 21S" 22)'S' x 1 W- 10)10d common 1.800 5,085 1,800 5.085
HU414 (Min.) HUC414 (Min.) 18) 1A' • 2',4 18) ;;" , 1 8) IOd common 1.515 4.500 1,515 5,085
HU414 (Max.) HUC414 (Max.) 24) 's" x 2 '' 24) ' Y x 12)10d common 2.015 5,085 2.015 5.085
HU416 (Min.) HUC416 (Min.) 20) IT' x 2i- 20)'•'+" x 13V 8) 10d common 1,515 4,920 1.515 4,920
HU416 (Max.) HUC416 (Max.) 26) t-W' x 2?''" 26)'::" < 1?'4" 12)10d common 2.015 5.085 2.015 5,085
HU66 (Min.) HUC66 (Min.) 9) ;•1 .2,1:' 8) ." , 1 Y.' 4) 16d common 900 2,000 900 3,200
HU66 (Max.) HUC66 (Max.) 12) :.' • "_3i 12)1 x 1411' 6) 16d common 1,345 3,000 1,345 3,950
HU68 (Min.) HUC68 (Min.) 10) 2';' 10)'.;" - 1-4" 4)16d common 000 2,500 900 3.725
HU68 (Max.) HUC68 (Max.) 14) !'i" x 245' 14)'. x 14l" 6)16d common 1,345 3.500 1,345 4,920
HU610(Min.) HUC610 (Min.) 14) ." 14)', I?'." 6)16dcommon 1,345 3.500 1,345 4,920
HU610 (Max.) HUC610 (Max.) 18) -Y' x 25: 18) ' ' x 1 y,' 8) 16d common 1,795 4.500 1.795 5.085
HU612 (Min.) HUC612 (Ain,) 16)'•.' x 2.1:" lfi) lei x I i," 6) 16d common 1,345 4,000 1.345 4,920
HU612 (Max.) HLIC612 (Max.) 22)',14" , 2?''" 22) N x 16" 8)16d common 1,795 4.920 1,795 4,920 170
HU614 (Min.) HUC614 (Min.) 18) 'A" x 24Y 18) '-V x t i;' 8) 16d common 1,795 4,500 1,795 5.085
HU614 (.Max.) HUC614 (Max.) 24)! t x '.1+ 24) 5' x I!,' 12)16d common 2,015 5,085 2,015 5,085
HU616 (Min.) HUC616 (Min.) 20) !,W' x 2?': 20)',,;" < 14V 8) 16d common 1,795 4,920 1,795 4,920
HU616 (Max.) HUC616 (Max.) 26)',," x 2 " 26)14" x 11T 12) 16d wmmon 2,015 5.085 2,015 5.085
HU7 (Min.) Not available) 12) ;4' • 1': 12) ;•." r 1 :7 4)10d x 1'h" 54i 2.980 760 2,980
HU7 (Max.) Not available) 16) x 1 - 16, - x 1--." 8)10d x 1 h" 1,085 3,485 1,085 3.485
HU9 (Min.) Not available) 18) 7T x 14': 18)'•: x 1 •?:^ 6)10d x 11h" 1,135 3,230 1,135 3.230
HU9 (Max.) Not available) 24) 1,6" . 1?: 24) ';T . 1'.':' 10) I0d x 1'h" 1,445 3,735 1,445 3,735
HUI1 (Min.) Not available) 22) ",'x 1?: 22)' %' x t li` 6) 10d x l h" 1,135 3,230 I.135 3,230
HUI I (Max.) Not available) 30) "+" x 1 y 30) " ' a IA" 10) 10d x VT 1.445 3,735 1.445 3,735
HU14 (Min.) Not available) 28) 1,4" • 1fi." 28) 14" 11?5" 8)10d x 1 h` 1,515 3,485 1,515 3,485
HUI4 (Max.) Not available) 36)',!" x 11,T 36) !%' x I?fi' 14)10d x 1',6" 2.015 4.245 2.015 4,245
HU3.25/10 Not available) ( 22) >' x 1-i" 22) i',' x 1 :', 10)10d common 1,895 5,085 1.895 5,085
HU3.25/12 Nat available) 24)'4" : 1 1' 24) 7 x 1 :' 12)10d common 2,015 5,085 2,015 5.085
HU410-2 (Min.) HUC410-2 (Min.) 14) :4" x 14',- 14) A' z 1 §;" 6) 16d common 1.345 3,500 1,345 4,920
HU410-2 (Max.) HUC410-2 (Max.) 18) l6" , 11:" 18) 1,;- • 1?4" 8) 16d common 1,795 4.500 1,795 5,085
HU412-2 (Min.) HUC412-2 (Min.) 16) '." x -- iW 16) '• x 1. 6) 16d common 1.345 4,000 1 1,345 4,920
HU412-2 (Max.) HUC412-2 (Max.) I 22) "i x 11- 22) ?'1' a 1 S. 10)16d common 1,800 4.920 I.8C0 4,920
lIU414.2 (Min.) IIUC414-2 (Min.) 8)16d common 1,795 4.920 1,795 4,920
HU414-2 (Max.) HUC414-2 (Max.) 26) -4-x I W 26)'4"x 11" 12) 16d common 2.015 5,085 2,015 5,085
1. Upih bads have been increaseo for earthquake or wind duration with no further increase is a0owed; r,i:Aice vmw on ier kart, gcwfr,.
2. Minimum f'c = 2,500 psi and rnnimum I'm = 1,530 psi.
3. When only one flange is concealee speciy right or left concealed flange.
4. Models with'V are not stock items.
5. F'roducr shall be In%t WI-,d su::h'rat T lol .i vs z2ro riot wu[,:.nd to w•ca:hor.
Fasteners: I&J convn,on = 0.162' dia. * ?!•: Ixig 16d x 2!,5 = 0.1!'2' di:,. , 2tV bno; IOS1 ccmrm,-i = C.14c die. , 3' fang;
1 Or x I ;4' - 1114F' ill:. Y 1 W Lorx,, I 1 h2--2.51341 1 - '.' , 1 1:' 1,:,-12: t 1 t J 2-252SZI I = 1W x 2:i' I deli 2; I'1 1,12513411 = 1:rn ',,' x 1-,'
rid TTN25234H =Ti:en 1" x =;;" r,'ay aGc be U ed et full IWIC fca9s. Sea pp. 25-27 :or otlwr nod arcs aril anLirointslri.
281
UPDATED 04117/17
LUS/MUS/HUS/HHUS/HGUS/HGUQ
Face -Mount Joist Hangers
This product is preferable to similar connectors because
of a) easier installation, b) higher loads, c) lower
installed cost, or a combination of these features.
AB hangers in this series have double shear nailing — an
innovation that distributes the load through two points on
each joist nail for greater strength. This allows for fewer nails,
faster installation, and the use of all common nails for the same
connection.
Double -shear hangers range from the light capacity LUS hangers
to the highest capacity HGUS hangers. For medium bad truss
applications, the MUS offers a lower cost aflernative and easier
installation than the HUS or THA hangers. while providing greater
load capacity and beanng than the LUS.
HGI lO hangers provide similar capacities as HGUS douhle-shear
hangers, but they use Simpson Strong -Ties Strong-Drivee SDS
Heavy -Duty Connector screws instead of nails for faster and
easier installation. In addition, the Strong -Drive SDS Heavy -Duty
Connector screws help transfer the load between the piles of the
supporting girder when they penetrate all piles.
Material: See tables on pp. 236-237
Finish: Galvanized. Some products available in stainless steel
or 7_MAXO coating; HGUO available 'n HDG; see Corrosion
Information, pp.15-18.
Installation:
Use an specified fasteners; see General Notes.
Nails must be driven at an angle through the joist or truss
into the header to achieve the table loads.
Simpson Strong -Tie Strong Drive SDS Heavy -Duty Connector
screws are supplied with the HGUQ.
The thickness of the supporting girder must be equal to
or greater than the screw length for applications where the
length of the supplied screws exceeds the thickness of the
supporting girder, 3' or 4 W screws may be substituted for
the longer length screws with no bad reduction, or a shim
block may be used as approved by the Designer.
Not designed for welded or nailer applications.
Options:
LUS and MUS hangers cannot be modified.
Conce"aled flanges are not available for HGUS and HHUS.
Other sizes available; consult your Simpson Strong Tie
representative.
Codes: See p.14 for Cade Reference Key Chart
t' iw Lis
1'li for Ks
B
i
LUS28
6HHUS210-2
Double-
ShearShew
NaUing
Viewp
I " ' Double -Shear Dome Double -Shear
Nailing Nailing Side View
6 xr Side View. (Available on
Do not " " some models)
bend tab - U.S. Pa:enl 5,603.580
ulp"IMUS28
SIMPSON
StmugTie
a
r
D
Icr D
D
D •
6HUS210
HUS26, HUS28,
and HHUS similar)
Typical HUS26 Installation
with Reduced Heel Height
Truss Designer to provide
fastener quantity for connecting
multiple melribers together)
i6
235
LUS/MUS/HUS/HHUS/HGUS/HGUQ
Face -Mount Joist Hangers (cont.)
These products are available with additional corrosion , These products are approved for installation with the Strong-Drwe'
protection. For more information, see p.18. SD Connector suew. See pp. 39-40 for more information.
Ss
ss
N
CL
0
Model
No.
Min.
Heel
Height
Ga.
Dimensions (in.) Fasteners
W H 8 Carrying
Member
Carried
Member
Single 2x Sixes
LUS24 2%
18
11Aa 31Ar 1 Y. 4)10d 2)10d
L11S26 41/4 1 Kc 43'. 13: 4)10d 4)10d
MUS26 41N6 18 191a 538 2 6) 1 Od 6) 10d
HUS26 4rym 16 1% 5% 3 14)16d 6)16d
HGUS26 4V% 12 1% 5% 5 20)16d 8)16d
LUS28 4V% 18 1%6 6% 1i4 6)10d 4)1Od
MUS28 6v* 18 1 % bib 2 8) IOd 8)1Od
HLIS28 61h 16 1% 7 3 22)16d 8) 16d
HGUS28 6Sk 12 1% 71b 5 36)16d 12)16d
LUS210 4% 18 1Me 741t li4 8) 10d 4)10d
HUS210 8% 16 1% 9 3 30)16d 10)16d
1. See table below
for allowable loads.
L N
ie
OF Allowable Loads SP Allowable Loads SPF/HF Allowable Loads
Model
No. UDliftt
160)
Floor
100)
Snow
115)
Roo(
125)
Wind
160)
UDIiHI
160)
Floor
100)
Snow
115)
Roof
125)
Wind
160)
Up1Ilt1
160)
Floor
100)
Snow
115)
Rool
125)
Wind
160)
Code
Ref,
Single 2x Sizes
LUS24 490 670 765 825 1,045 490 725 830 895 1135 420 575 1 G55 705 895
1 US26 1,165 865 990 1,070 1,355 1,165 940 1,075 1,165 1,475 1.005 740 845 915 1.160
M1,626 1,090 1,295 1,480 1.605 1,825 1,090 1,410 1,610 1,745 1,825 040 1,110 1 1,265 1,370 1,570 17. FL. L17
HUS26 1,550 2,720 3,095 3,335 3,335 1,550 2.950 3,335 3,3.35 3,335 1,335 2,330 1 2.650 2,820 2.865
Hr,IL526 I c ,0 4,360 4,885 5.2.10 5.390 1,1111 4,725 1 5,290 5,39O 5,390 f'S 3 750 T4,200 4,560 4,635 FI
LUS28 1.165 I 1,100 1,255 1,360 1,725 1,165 1.200 1 1.365 1.480 1,835 1,005 940 1 1,075 1,18b 1,475
MUS28 1,555 1,730 1,975 2,140 2,645 1,555 1,880 2.150 2,330 2,645 1.335 1,475 1,690 1,830 2,275 17. FL, L17
fIUS28 2,000 3,965 1120 4,220 4,335 2.000 3,790 3,960 4,070 4,335 1,720 2,905 3,035 3,125 3,435
HGUS28 1,790 G. Q970 7,125 7,275 1.79D 6,460 6,705 6,670 7,275 1,540 4,960 5,160 5,290 5,745 FL
I.US210 1,165 1,340 1,525 1,650 20DO 1,165 1,445 1,660 1,795 2.270 1,005 1,145 1,305 1.415 1,745 17, FL,
H11S21D 3,000 4.255 4,445 4,575 5.020 3,000 4,105 4,310 4,450 4.930 2,580 3,150 3,315 3,425 3,815
L77
Note: For d1men=_Ions and fastener Information, see table above. See table footnotes on p. 237.
HHUS/HGUS
See Hanger Options information on pp.121-123.
HHUS - Sloped and/or Skewed Seat
HHUS hangers can be skewed to a maximum of 451 and/or sloped to a maximum of 45•
For skew only, maximum allowable download is 0.85 of the table bad
For sloped only or sloped and skewed hangers, the maximum allowable download is 0.65 of the table bad
Uplift bads for sloped/skewed conditions are 0.72 of the table bad, not to exceed 2,475 lb.
The joist must be bevel -cut to allow for double shear nailing
HGUS - Skewed Seat
HGLIS hangers can be skewed only to a maximum of 45°. Allowable bads are:
HGUS Seat Width Joist Down Load Uplift
W < 2" Square out 0.62 of table load 0.46 of table load
W < 2" Bevel cut 0.72 of table load 0.46 of table load
2" < W < 6' Bevel cut 0.85 of table load 0.41 of table load
2" < W < 6' Square cut 0.46 of table load 0.41 of table load
W > 6' Bevel cut 0.85 of table load 0.41 of table load
236
Acute
side
0°
Specify angle
Top View HHUS Hanger
Skewed Right
Joist must be bevel cull
All foist nails installed on the
outside angle (non -acute side).
Face -Mount Hangers
These products are available with add.uonal corrosion v These products are approved for installation Voth the Strong -Drive" protection. For more information, see p.18. SD Connector screw. See pp. 39-40 for more information.
ED
D
H
Ir
I
AP
trK
SIMPSON
Strou Tie
Min. I InImensions (In,) Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads
Model
No.
Heal
Hcighl 6a. W H 8 Carrying
Member
Carried
Member
Uplift
160)
Floor
100)
Snow
115)
Roof
125)
Wind
160)
Uplift
160)
Floor
100)
Snow
115)
R00f
125)
Wind
160)
R to
Double 2x Sizes
LUS24-2 2 %. 18 31At 3 h 2 4)16d Z)16d 440 800 910 985 1.250 380 680 780 845 1,070
LUS26-2 4% 18 35S 4'A 2 4)16d 4)16d 1.165 1,030 1,180 1,280 1.625 1,000 880 1,010 1.090 1,385 17. L17, FL
HI7US26-' 444. 14 31,5. 5% 3 4) l6d 6)16d 1,550 2,785 3,155 3.40.5 4.265 1,335 2,390 2,710 2,925 3,665
HGUS26-2 49i'i. 12 3;46 5'M6 4 20)16d 8)16d 2.155 4.355 4,875 5.230 SS75 1,855 3.750 4.200 4.500 4,795
HGU026-2-SDS3 5h 12 TK. 5'A6 4 12)1A'x3'SDS 4)'/i x3'SDS 1,635 5,040 5,565 5,565 5,%5 1.175 3.630 4,005 4.00.5 4.005 FL
LUS28-2 4%. 18 31A 7 2 6) l6d 4)16d 1,165 1,315 1,500 1,625 2,060 1,000 1,125 1,285 1,390 1.765
HHUS28-2 6-As 14 344. 714 3 16d 16d 2,000 4,210 4,770 5,140 6,440 1,720 3,615 4,095 4,415 5,375 17. L17, FL
HGUS28-2 61A. 12 344. 74io 4 36)16d 12116d 3,235 7,460 7.460 7,460 7.460 2.765 6,415 6.415 6,415 6.415
HGU028-2-SDS3 7'/ 12 31'K 7.41% 4 20) %' x 3' SDS 6) yi x 3" SDS 2.565 7.330 7,330 7.330 7,330 1.845 5,280 5,280 5.280 5,280 Fl.
LUS210-2 6 n. 181 31A 9 2 8)16d 6)16d 1,745 1,830 2.090 2,265 2,870 1,500 1.565 1,785 1,935 2,455
HHUS210-2 8* 14 334. 8 A 3 PM 16d 0)16d 174. 5,635 6.380 6,880 7.165 3,525 4,835 5,270 5,380 5,765 17. L17, FL
HGUS210-2 844, 12 3tyi6 9:Y. 4 46)16d 06)16d 4,095 9.100 9,100 9,100 9,100 3,525 7,465 7,730 7.825 7,825
HGU0210-2-SDS3 9'/. 12 3i4. 9 4. 4 2e1'/' x 3' SDS te) %' x 3 SDS 3,440 7,415 7,4 i5 7,415 7,415 19,475 5,340 5,340 5.340 5.340 FL
Triple 2x Sizes
HGUS26-3 4'
346t14
51h 4 20)16d 8)16d 2.155 4,355 4,875 5,230 5,575 1.855 3,750 4200, 4,500 4,795 17. L17, FL
HGU026-3-SDS4.5 5h 5'h 4 12)1/.' x 4'h' SDS 4) 1/." x 4 h' SDS 1,635 5,040 5,165 5.165 5,165 1,175 3,630 3,720 3,720 3,720 FL
HGUS28-3 6'3<. 71/. 4 I6)16d 12)16d 3,235 7,460 7,460 7,460 7,460 2,785 6,415 6,415 6,415 6.415 17. L17, FL
HGU028-3-SOS4.5 7S4 7%. 4 01, Wx 4'-hSDS 6)1/:x4h*SBS 2,565 8,400 9,175 9,175 9175 1,845 6.050 6,605 6.605 6,605 FLI1GUS210-3 VAG 9'/. 4 46)16d 16)16d 4,095 9,100 9,100 9,100 9,100 3,525 7,825 7,825 1,825 1,825 17. L17. TL
HGU0210-3-SDS4.5 9 Y 9%. 4 te)'/' x 4'fi' SDS 8) yix4'h' SDS 3,440 9,745 9,745 9,745 9,745 2,475 7,015 7,015 7,015 1415 FL
HGUS212-3 10%. 1W,, 4 5 i6d 20)l6d 5,045 9.600 9.600 9,600 9,600 4,335 8.255 8.255 8.255 8,25518.685 17L17,FLHGUS214.3 12%. 12','. 4 6) i6d 2)16d 15,515 10.100 10.100 10.100 10,100 4.745 8.685 8,685 8,685
Ouadruple 2x Sizes
HG11S26.4 5'h 12 6% 1 5'/. 1 4 16d 8)16d 2.155 4.355 4,675 5.230 5575 1.855 3,750 14,200 4,500 4.795 17. L17, FL
HGU026-4-SDS6 Sh 12 6A6 5'/. 4 12)1.'4' x6'Sf3S 4)'/i x6"SDS 2.375 5.040 5.165 5,165 5,165 1,710 3.630 3,720 3.720 3,720 FL
HGUS28-4 7 iT 12 6946 744. 4 36)16d 12f 16d 3.235 7,4150 7,460 7,460 7,460 2,765 6,415 6,415 6,415 6,415 17, L17, FL
HGU028-4-SDS6 7'/. 12 65s. 74S. 4 20)1 6) '/V x 6" SDS 4,020 8,400 8.860 8.860 SW 2,890 6.050 6.380 6,380 6,380 FL
HGUS210-4 9'/. 12 614. 931. 4 46 16d 161 4,095 9,100 9,100 9,100 9.100 3,525 7,825 7,825 7.825 7,825 17, L17, FL
HG1.10210-4-SDS6 91/ 12 611 9*6 4 28)'/'x6'SDS 811"x6'SDS 4,17010,26010,26010.26010,2603,000 7,385 7,385 7,385 7,385 FL
HGUS212-4 10% 12 6%6 10% 4 56116d 20)16d 5,045 9,6W 9,600 19.6W 19,600 4,335 8.255 8.255 8.255 8,255 17. L17, FL
HGUS214-4 1 12% 12 6%. 12% 4 66)16d 22)16d I 5,515 10,100 10.100 10,100 10,1001 4.745 8,fi85 8,685 8,685 8,685
4x Sizes
LUS46 4% 18 395. 4% 2 4)16d 4)16d 1.165 1,030 1,180 11,280 1.625 1,000 880 1,010 1,090 1,385
HGUS46 4/. 12 3% 4'/. 4 20) 16d 8) 16d 2,155 4,355 4,875 5.230 5,575 1,855 3,750 4,200 4,500 4,795 17, LI7, FI.
HHUS46 4%& 14 3% 5-Ms 3 14)1113d 6)16d 1,550 2.790 3.160 3,410 4,265 1.335 2,390 2,710 2,925 3,665
IiGU04G-SDS3 511 12 3% 4% 4 12)'/'x3'SDS 4)'/."x3"SDS 1,05 5.040 5,165 5,165 S,1G, 1,175 3,G30 3,720 3,720 3,720 FL
LUS48 43t 18 3546 6Y, 2 6) 16d 4)16d 1.165 1.315 1,5W 1,625 2,060 1.000 1.125 1.285 1,390 1,765
HLIS48 6 A 14 3'A. 7 2 6)16d 16d 1,550 1,595 1,515 1,9G0 2,470 1,550 1,365 1,555 1.680 2.115 11, L17, FL
F HUS48 6 h 14 3% 7 h 3 22)16d 8)16d 2.000 4,215 4,770 5.150 16.440 1,720 3.615 4,095 4,415 5,535
HGUS48 6'/. 12 3% 7h6 4 16d 12)16d 3.235 7,460 7,460 7,4bU 7,460 2,7115 6,415 6,415 6,415 8415
HGU048-SDS3 7 % 12 3% 6 h 4 20)'/.' x 3' SUS 6) Y' x 3" SDS 2.565 7,330 7,330 7,330 7.330 1.845 5,280 5.280 5.280 5,280 rL
LUS410 61A 18 3% 8'V. 2 16d 6)16d 1,745 1,830 2,090 2.265 2,870 1,500 1,565 1,785 1.935 2455
HHUS410 8% 14 3% 9 3 30)16d 10)16d 3,745 5.640 6-85 6.890 7,165 3.440 4,835 5.480 5,910 6,165 17, L17. FL
HGUS410 8'x4, 72 3% 9A. 4 46) tfd 16)16d 4.095 9,100 9,100 9,100 9,100 3,525 7,825 7,825 17.825 7,825
IIGU0410-SDS3 N 12 3% i1A 4 28)'/." x 3- SDS 1)'/.' x 3" SDS 3,440 7,415 7,415 7.415 7,415 2.475 5.340 15,340 15.340 5.340 FL
HGUS412 IW/w.. 12 3% 10%. 4 56116d 20)16d 5,045 9.600 9,600 9,600 9,600 4,335 2S5 8.255 9,255 8,255 17, L17, FL
HGUS414 I 11 k 12 3% 12'% 4 16d 22)16d 15,515 110,1001111100 10.00 10,100 4,745 8,685 18.685 1 8,685 lilhm
1. Upl.h bads have been increased for wind or earthquake loading with no further
increase allowed. Repute where other loads govern.
2. Wind (160) is a download rating.
3. Minimum heel heignt shown is required to achieve full table bads. For less than
minimum heel height, see technical bulletin T-C REDHEEL at strongtie.com.
4. Truss chord cross -gran tension may I min allowable bads in accordance
with ANSVrPI 1-2007. Simpson Strong -Tie° Connector Selector" Software
includes the evaluation or cross -gran tension in ins hanger allowable bads.
For additional irfortnalien, contact Si^pson Slrony T,e.
5. Simpson Strorg-Tie" Strong -Drive' SDS Heavy -Duty Connector screws are
permitted to be installed through metal truss plates as approved by the Truss
Designer, provided the requirements of ANSVTPI 1-201, 4 Sections 7.5.3.4 and
9-9 2 are met (pro -drilling required through die plate using a narinwm of %' bit).
6. Strong -Drive SDS Heavy -Duty Connector screws that penetrate all plies of the
supporting girder (screws must penetrats a mlrxrrum of 1- into the last truss ply)
may also be used to transfer the logic through al the pl es of the suoporing girder.
Min Strong -Drive SIDS Heay-Duty Connector sc'ews do rot penetrate all pies
of the supporting girder truss, supplemental Strong -Drive SDS Heavy -Duly
Connector -crews at die hangar locations may be raqu od to transfer the load to
the truss pies not penetrated by the face fasteners. as determined by the Cesgner.
7. The supporting girder truss must have adequate thickness to accommodate
the screw length, so that the screw does not protrude out the back of :he
girder. 3'- or 4 W-long Strong -Drive SDS Heavy -Duty Connector screws
may be substituted for the longer Strong-Drire SDS Heavy -Duty Connector
screws with no load reduction.
9. Loads shovm are based on minimum of 2-ply 2x carrying member for nailed
hangers. With 3x carrying members, use 16d x 2W nails into the header and
16d commons into the pLst with ro bad reduction. With single 2x carrying
members, use 10d x 1 h' nails kilo the header and 10d commons into the
joist, and reduce the bad to 0.64 of the table value.
9. Nails: 16d = 0.162' da x 3 h' I>.1g. See pp. 26-27 for other nail sizes
and Information.
237
M
HTU
Face -Mount Truss Hanger
The HTU face -mount truss hanger has nail patterns
designed specifically for shallow heel heights, so that
full allowable bads (with minimum nailing) apply to
heel heights as low as 31W. Minimum and maximum
nailing options provide solutions for varying heel
heights and end conditions.
Alternate allowable bads are provided for gaps
between the end of the truss and the carrying member
up to V max. to allow for greater construction
tolerances (maximum gap for standard allowable loads
is 'A' per ASTM Di 761 and D7147). See technical
bulletin T-GHANGERGAPS at strongtie.com for
more information.
Material: 16 gauge
Finish: Galvanized
Installation:
Use all specified fasteners; see General Notes
Can be installed filling round holes only, or filling
round and triangle holes for maximum values
See ahernate installation for applications
using the HTU26 on a 2x4 carrying member or
14TU28 or HTI J2 10 on a 2x6 carrying member
for additional uplift capacity
Options:
HTU may be skewed up to 67'h•. See Hanger
Options on p. 239 for allowable bads.
See erlyhleeriiuU letter L -HT LISD at strongtie.com
for inc;tellation with Strorq-Drtve° SD fasteners.
Codes: See p. 14 for Code Reference Key Chart
Min. heel
height
per table
HTU26
f
Typical HTU26
Minimum Nailing
Installation
max, gap behveen end of
truss and carrying member
SIMPSON
StrongTie
HTU Installation for
Alternate Installation -
on
Standard Allowable Loads
HTUInstalled For''
maximum gap, 2x6
CarrInstalled Member
h
use
Allenale
Allowable Loads.) (N7U2 t
0 similar) These products
are approved for Installation with the Strong -Drive" SD Connector screw. See pp. 39-40 for more Information. Standard Allowable
Loads (1/8" Maximum Hanger Gap) Model Min.
Dimensions (
in.) Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code HeeNo.
Heigh
lt
WH g Carrying Member Carried
Member
Uplflt
160)
Floor
100)
Snow
115)
Real
125)
Wind
160)
Uptdt
160)
Fbor
100)
Snow
115)
gaot
125)
Wind
160)
Rel.
Single
2x
Sixes HTU26 Th
1% 57Ae Th 20) 16d 11) 10d x 1'h' 730 2.940 3.045 3,045 3.045 630 1,920 1,920 1,920 1,920 HTU26 (Met.)
3r/. 1% 57/n Th 20) 16d 14) 10d x 1'h' 1.250 2.W 3.200 3,200 3,200 1.075 2,015 2.015 2.015 2.015 liTU2G (Max.)
51h 1% 57/. 31h 20) IGd 20)10d x 1'h' 1,555 2,940 3.340 3,600 4,010 1,335 2,530 2,870 3,095 3,450 17 IIIU28 (Min.)
3/. 1% 71ts 31h 26) 16d 14) 10d x 1 h' 1,235 3.620 3,895 3,895 3,89S 1,060 2.920 2,920 2.920 2.920 1.77, HTU28 (Mai.)
7" 1% 71i. 3'h 26) I6d 26) 10d x I h' 2,140 3.620 4,340 4.680 5,435 1,840 3,285 3.730 4.025 4,675 FL HTU210 (Min.)
37h 1 % 9Dk 3h 32) 16d 14)10d x 1'h' 1.330 4,355 4.355 4,355 4.355 1,145 3.265 3,265 3.265 3,265 HTU210(Max.)
9/ 14i rY. 31h 32)16d 32)IUdxIh' 3.315 4.705 5,345 5,760 5.995 2,850 4,045 4.595 4,955 5,155 Double 2x Sizes
HTU26-2 (Min.)
37Ar 34Ss 57h Th 20) 16d 14)10d 1.515 2,940 3,340 3,600 3,910 1,305 2,465 2,465 2,465 2,465 HTU26-2 (Max.)
5'h 31A. 5A6 31/5 20) 16d 20) iOd 2,175 2940. 3,340 3,600 4,485 1,870 2,530 2,870 3.095 3,855 HTU28-2 (Min.)
3i1 34fi 7f56 31h 26)16d 14)10d 1,530 3.620 4,310 4.310 4,310 1,315 3,235 3,235 3,235 3,235 It. HTU28-2 (Max.)
7Vi 31A. 7Y, 31h 26)16d 26) 10d 3.485 3,820 4.340 4,660 5,850 2,995 3,285 3,730 4,025 5.030 FL' FL HTU210-2 (Min.)
3% 349. 9Yr 3'h 32) 16d 14) 10d 1,755 4.705 4.815 41815 4,815 1,510 3.610 3,610 3.610 3,610 HTU210-2 (Max.)
91A 34Ss 9Ns 3 h 32) 16d 32)10d 4.110 4.705 5,345 5,760 7,200 3,535 4.045 4,595 4.955 6,190 1. The maximum
hanger gao is measured between the joist (or truss) enc and the carrying
memors. 2. Minimum heel
heights required for full table bads are based on a mnirrum 2/12 pitch.
3. Uplift has
been increased for wind or earthquake loading with no further increase allowed; reduce
where other bads govern. 4. Wind (163)
is a download rating. S. For hanger
gaps between h' and h', use the Alternate Allowable Loads. 6. Truss rJxord
crassyra n tension may fmi: alnwable loads in acnoreance with ANSlflPI 1-
20 14. Simpson Strong -Tie' Connector Selector- Software inrJudes the
evaluation of cross -grain tension in its hanger allowable bads. For
adcitlonal inform3iion, contact Simpson Strong-Tio. 7. Loads shown
are based on a minimum 2-ply 2x carrying mernber. For single 2x carrying
members. use N10 (10d x 1 h j nails into the header and reduce the allowable
download to 0.70 of the table value. The allowable uplift is 10096
of the taofa bad. 8. Nails: 16c =
0.162' d1a. x 3 h' long. 1 Cd = 0.148' dla. x 3' long, 10d x t
h' = 0.148' dia. x 1''A' long. See pp. 26-27 for other nail si7es anxi information.
238 UPDATED04/17117
Simpson Strong -Tie= Wood Construction Connectors
Face -Mount Truss Hanger (cont.)
OF These products are approved for installation with lne Strong -Drive• SD Connector screw. See pp. 39-40 for more information.
Alternate Installation Table for 2x4 and 2x6 Carrying Member
SIMPSON
Strong -Tie
Min.
Minimum Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads
CodeModel
No.
Heel
Height CarryingCarroorSnow 160) Ref.
in.) Member Membcarryier Member 160) 00) 115) 125) 160) 160) 100) 115) 125)
HTU26 (Min.) 31A 1212x4 10)16d 04) 10d x 1 1h" 925 1,470 1,670 1.800 2,040 795 1,265 1.435 1,550 1.755
HTU26 (Max.) 51h 2) 2x4 10)16d 20)10d x 1 1h" 1,310 1.470 1,670 1,800 2,250 1.125 1,265 1,435 1,550 1,935 17,
HTU28 (Max.) 7'/c 2) 2x6 20) 16d 26)10d x 1'h" 1.970 2,940 3,340 3.600 3.905 1 1.695 2,530 2.870 3A95 3,360 FL' HTU210 (
Mdx.) 9'1A 1 (2) 2x6 1 (20)16d 1 (32)1Dd x 11h" 2.760 2,940 3.340 3,600 1 1905 1 2,375 2.530 2,870 3,095 3,360 1.
See table above for dimensions and additional footnotes. 4. Nails: 16d = 0.162' da. x 3'h' long, 10cbr1 h = 0.148' dia. x 1 h' long. 2.
Maximum hanger gap for the alternate installation is W. See pp. 26-27 for other nad sizes and inform3lbn. 3.
Wind (160) is a download rating. Alternate
Allowable Loads (1/2" Maximum Hanger Gap) Model
Mirk.
Dimensions (in.) Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code
Na
Heel
Height
W H 8 1Carrying Member
Carried
Member
Uplift
I60)
Floor
100)
Snow
115)
Roof
125)
Wind
160)
Uplift
160)
Floor
100)
Snow
115)
Roof
125)
Wind
160)
Ref.
Single
2x Sizes HTU268
3h lSi 5% 3%r 20)16d 11)10dxlh" 6-10 2,%35 2,/35 2,135 2,735 W!, 1,125 1,/25 S HTU26 (
Min.) 3 A 1 % 5% 3'h 20)16d 14)10d x 1'W 1,175 2.940 3,100 1 3,100 3.100 1,010 1,955 1,955 55 HTU26 (
Max.) 5 h 1 % 5'hc 3'h 20)16d 20)10d x 1'h' 1,215 2,940 3,340 3,600 3,760 1.045 2,370 2,370 70 17 IiTU28 (
Min.) 31A I % 7'/u 3'h 26)16d 14) 10d x l A" 1,125 3,770 3,770 3,770 3,770 970 2,825 2,825 25 M3,7653,765 L17,
HTU28 (
Max.) 7'/. 1 % 9c 3h 26)16d 26)10d x 1'h' 1,920 3,820 4,340 4.680 5,015 1,695 3,285 3,730 65 FL HTU210 (
Min.) 3'A 1% 9Hc 3'h 32)16d 14)10d x 1'h" 1,250 3.600 3.600 3,600 3,600 1.075 2,700 2,700 00HTU210 Max.) 9% 1IA 9% 3'h 32)16d 32)10d x 1'f' 3,255 4,70E 5,020 5,020 5,020 2.800 3,765 3,765 6E Double
2x Sizes HTU26-
2 (Min.) 3'A I 3M. 5'%. 1 3'h 20)16d 1 (14) 10d 1,515 2,940 1 3,340 3,500 3.500 1 1,305 2,205 2,205 2,205 2.205 HTU26-
2 (Max.) 5% 33fc 5%1 31h 20) 16d 20) 10a 1.910 2,940 1 3,340 3,500 3,500 1,645 2,205 2,205 2,20E 2,205 HIU28-
2(Min.) 3h 34Sc 7/c 3h 26) l6d 14) 10d 1,490 3,820 3,980 3,980*3,9 1,280 2,98E 2,98E 2,98E 2,98E 17, HTU28-
2 (Max,) 7'/. TK5 7'Ac 3h 26) 16it 26) lad 3,03.5 3,820 4.340 4,680 2,610 3.285 3,730 4,025 4,165 FLFLHTU210-
2Min.) 3% 341c 9'Ac 3h 32)16d 14) 10d 1,755 4,25E 4,255 4,255 1,510 3.190 3.190 3,190 3,190 HTU210-
2 (Max.) 9'/. 34111 9'/r. 3h 32)160 2)10d 3.855 4,705 1 5,34E 1 5,760 1 6.470 1 3,315 4.045 4.595 4,8S5 4,855 See
table footnotes on p. 238. Options:
See Hanger Options information on pp. 121-123. Skewed
Seat Skewable
up to 67W. Available
in single and 2-ply size. No
bevel cut required. Allowable
Loads for Skewed HTU Hangers Model
No.
Skew
Angle Degree)
Fasteners
DFL/SP Allowable Loads, HF/SPF Allowable Loads'.' Carrying
Member
Carried
Member
Uplift
1331160)
Download
100/
1151125) Uplift
1331160)
Download
100/
115/125) 51
20)16d 14)10d x 1'h" 1,315 2,945 1,130 2,530 HTU26
51-
6714 20 16d 12110d x 1 h- 970 2,595 835 2,230 51
26)16d 20)10d x 1'h" 2.015 3,060 1,730 2,630 HTU28
51-
6%h 26)16d 17)10d x I W 1,455 2,815 1,280 2,420 32)
16d 26 10d x 114" 2,715 3,175 2,33E 2,730 HTU210N-
67
32)16d 22)10d xl fin' 2,005 3.040 1,725 2,615 14)
10d 1,335 2,555 1,145 2,200 HTU26-
2(20)
16d 20)
16d 12)10d 1,110 2.700 955 2.320 26)
16d 20) l0d 2,470 3.890 2,120 3.345 26)
16d 17 10d 1,710 3.775 1.470 3,245 32)
16d 26)10d 3,600 4,935 3.100 4,245 51-
671h 32) 16d 22) 10d J 2,25E 1 4,790 1 1,940 4,120 A"
RangeA^ --,"
Acute flange
side 0'
Specify
angle Top
View HTU Hanger Skewed
Right c 51 • 0•
Spwty angle 51•
to 67'"1 1.
Uplift Wads have beeni hcreasad for avid or 3. Maxinwrn hanyer gap between and of joist (truss) and face of Top View HTU Hanger earthquake
loading with no further increase caWng members W. Skewed Right 2 51' allowed.
Reduce where other bads govern. 4. Nails: 16d = 0.162' dia. x 3'h' long, I Odx 1 lh = 0.148' dia. x I "A' long, 2.
Allowable downloads may rot be increased. 10d = 0.148' dia. x 3' long. See pp. 26-27 for other nal sizes and information. 0.
239
a
0
THAITHAC
Adjustable Truss Hangers
This product is preferable to similar connectors because
of a) easier installation, b) higher loads, c) lower installed
cast, or a combination of these features.
The THA series have extra long straps that can be field -formed to
give height adlustability and top flange hanger convenience. THA
hangers can be installed as top flange or face -mount hangers.
THA4x and THA2x-2 models feature a dense nail pattern in the
straps, which provides more installation options and allows for
easy top flange installation.
Material: See table
Finish: Galvanized. Some products available in LMAXe coating;
see Corrosion Information, pp.15-18.
Installation:
Use all specified fasteners; see General Notes.
The following installation methods may be used:
Top Flange Installation — The straps must be field formed
over the header — see table for minimum top flange requirements.
Instal lop and face nails according to the table. Top nails shag
riot be within %' from the edge of the top flange members. For
the THA29, nails used for joist attachment must be driven at an
angle so that they penetrate through tlxe corner of the foist and
into the header. For all other top flange installations, straighten
the double shear nailing tabs and install the nails straight into
the joist.
Face Mount Installation — Instal all face nails accordine to
the table. Not all nail holes will be lilted on all models. On models
where there are more nad holes than required, the lowest four
face holes must be filed. Nails used for the joist attachment
must be driven at an angle so that they penetrate through the
corner of the joist into the header.
Alternate Installation — The THA 4x hangers may be installed
in a top flange configuration using the tabulated fasteners for .
face -mount installation and achieve the face -mount installation
loads. Instal the tabulated face nails into the face and top of the
caryrng member. Nails used for the foist attachment must be
driven at an angle so that they penetrate through the correr of
the joist into the header.
Uplift — Lowest face nails must be filled to achieve uplift loads.
Options:
THA hangers available with the header flanges lumod in for
34S" (except THA413) and larger, with no load reduction —
order THAC hanger.
Codes: See p.14 for Code Reference Key Chart
0
Double -
Shear
Nahng
Top V ew
Doubts -Shear
Nahng
Side View;
Do nor
bend tab
tY' lypiew
1;'i Iw 216'tor TH 422.2
tip 7HA4262andTHAC422p,
c
2rK forTM422-2
THA4262
THA418
6THAC422
Double 44 —
Use fug Table value
Single 4Y2--
Face nails Top nails
per table per table
i the di:0'
tabs and instal
it Into the joist
Typical THA Top Flange
Installation on a Nailer
except THA29)
Alternate Installation
of THA422
Dorne Double -Shear
NaringSide View n (
Available on r.,
scr,.emod0s) ram'-"
U.S. Patenl 5.603,580 See
G toolnote
3 SIMPSON
st.>
t 2
fare nails Total)
4
top nails double
shear nailing tabs and
instal nails straight Typical
THA422 Top
Flange Installation on
a 4x2 Floor Truss Typical
THA29
Face Mount
Installation Typical
THA29 Top
Flange Installation b
1e
6 130
Min.
haaderdepth
M
0.
0
229
Simpson Strong -Tie' Wood Constriction Connectors SIMPSON
THAITHAC.cJtIOIl-1`lO
Adjustable Truss Hangers (cont.)
a These prooucts are available vn:h additional corrosion protection. For more information, see p. 18.
fA
O
V
CCC
O
U
0 a
230
Model
No.
6a
Dimensions (In.)
Min.'
Flange
Min.
Depth
r
Fasteners OF/SP Allowable Loads SPF/HF Allowable Loads
Code
Ref. W H C
Carrying
Member
Carried
Member Uplift
160)
Floor
100)
Snow
115)
Root
125)
Wind
160)
Uplift
160)
Floor
100)
Snow
115)
Root
125)
Wind
160)
Top Face Straight I Slant
Top -Flange Installation'
THA29 18 1% 91A4 51A 23A. 4)10d 4)10d 4) 10d 560 2,260 2,310 2.350 2,350 480 1.740 1,785 1,815 1,815
THA213 18 1 % 13-516 5 f1 h 4)10d 2)10d 4)10d x 1 h' 1,1315 1 1.G15 1 1,615 1,615 1,280 1.280 1.280 1,280
THA218 18 1 % 17416 5'1h 2 4)10d 2)10d 4)10d x 11k' 1.615 1,615 1,615 1,615 1.280 1,280 1,280 1,280
THA218-2 16 3% 171Ae 8 2 4)16d 2)16d 6)10d 2,245 2.245 2.245 2,245 1.935 1.935 1,935 1.935 18.
THA222-2 16 TA 22M6 8 2 4)16d 2)16d 6)10d 2.245 2,245 2,245 2,245 1,935 1,935 1,935 1.935
L15.
FL
THA413 18 3% 1331. 41,1 1 h 4)10d 2)10d 4)10d 1,615 1,615 1,615 1.615 1.280 1,280 1,280 1,280
THA418 16 3% 171h 7 h 2 4)16d 2) 16d 6)10d 2.245 2,245 2,245 2,245 1,935 1,935 1,935 1,935
THA422 16 3% 22 TA 2 4) 16d 2) 16d 6)10d 2,245 2,245 2.245 2,245 1,935 1,935 1,935 1,935
THA426 14 3% 26 71A 2 4) 16d 4)16d 6)16d 2.435 2,435 2,435 2,435 2,095 2,095 2,095 2,095 FL
THA422-2 14 71A 22% 0% 2 4)16d 4)16d G11Gd 3330 3.330 3,330 3.330 2.865 2.865 2,865 2,865 FL,170
THA426-2 14 7'/4 26A6 9'/4 2 4) 16d 4)16d 6) 16d 3,330 3,330 3,330 3,330 2,865 2,BG5 2,BG5 2,865 fL,170
Face -Mount Installation'
THA29 18 1% 1 91%, 5'A 91Ac 16) 10d 4) 10d 560 2,125 2.310 2,350 2,350 480 1,740 1.785 1,815 1,815
THA213 18 1% 13yi. 51,1
t13
i6 14) 10a 4) 10d 1,170 1,955 2020 2,,!65 0G5 780 1,G80 1.735 1.7751,775
THA218 18 1% 1711a 51h 18)10d 4) 10d 1,170 1,955 20_'0 2,OP5 2,065 780 1,680 1,735 1,775 1.775
THA218-2 16 3'A 17'A.I 8 22)16r1 6) 16d 1,855 3,695 3,695 3,695 3,695 1,595 3.185 3,185 3,185 3,185 18,
THA222-2 16 31A 2235c 8 1 14%, 22) Hid 6)16(1 1,855 3,695 3,695 3,695 3,695 1,595 3.185 3,IIV, 3,185 3,185
LIS,
FL
THA413 18 3% 13fiSe 4f 1314 14) 10d 4) 10d 1.170 1,940 2,235 2.400 2,400 780 1,660 1,910 2,075 2.210
THA418 16 3% 171h 7h 10. 22) 16d 6) 16d 1,855 3,695 3.695 3,695 3.695 1,595 3,185 3,185 3,185 3,185
THA422 16 3% 22 71/e 144. 22) 16d 6)16d 1,855 3,695 3,695 3,695 3.695 1,595 3,185 3,185 3.185 3.185
THA426 14 3% 26 7%. 161A. 30)16d 6) 16d 1,855 4,45E 4.4,10 4,480 4,480 1.595 3,855 3,855 3,855 FL
THA422-2 14 71/4 221A. 93'. 16 f. 30)16d 6) 16d 1,855 5,160 5.520 5,520 5,520 1,595 4,440 4,745 4,745 J FL ,170
THA426-2 14 7% 26Aa 9i5 18 38) 16d 6) l6d 1,855 5,520 5,520 5,52D 5,520 1,595 4,745 4,745 4,745 FL,170
1. Upl ft has been increased 6006 'or w nd or earthquake loading vd:h no further increase allowed, reduce where other loads govern.
2. Wind 060) is a download rating.
3. For single 4x2 top Chard carrying memoers or single 2x milers, the following THA hangers can be
installed using lod x I h' top nails and (2) 16d face nails vnih reduced allowable bads as noted:
THA418/THA422: 1.415 lo.'or DF/SP, 1,215 th. for SPF. THA426: 2,245 lb. for DF/SP, 1.930 IN for SOF;
THA422-2/THA426-2. 2,345 lb. for DF/SP, 2,01 S Ib. for SPF. Loads are bases on hanger installations at panel points.
4. Face -mount installation bads are based on minimum of 2-ply 2x carryng member. For single 2x Carrying
members, use 1 Od x 1'h' nails into the carrying member and tabulated fasterers into the carried member,
anc use 0.80 of the taole value for 18 gauge, and 0.68 of the table value for 16 gauge and 14 gauge.
5. Min. Top Flange refers to the minimum langth of strap that must be field formed over the header.
6. For the THA 2x moeels, one strap may be installed vertically according to the face mount nailing requirements
and the other strap wrapped over the truss chord according to the top flange nailing requirements (see dramng on p. 229)
anti achieve full tabulated top flange installation loads.
7. Nails: 15d = 0.162' da, x 3'W long, I Od = 0.148' da. x 3' long,
1 Od x Ph' = 0.148' dia. x 1 h' long. See pp. 26-27 for other nail sizes and information.
THAR/L422
Skewed Truss Hangers
Designed for 4x2 floor trusses and 4x beams,
the THAR/L422 has a standard skew of 45°.
Straps must be bent for top flange installation.
PAN nailing helps eliminate splitting of 4x2
truss bottom chords.
Material: 16 gauge
Finish: Galvanzed
Installation:
Use all specified fasteners, see
General Notes
Straps must be field -formed over the
header a minimum of 21k"
Minimum and maximum nailing
configurations available — see table for
nailing requirements
Codes: See p.14 for Code Reference Key Chart
THAL422
SIMPSON
StroiL Tie
Typical THAL422 Installation
with Minimum Nailing on a Floor Truss
with Double 4x2 Top Chord
1
r Dlmenslons,, Min. Top Effective
Fasteners " ° DF%SP Allowable Loads S4/HE A wahle Loads'.
Model
Na:..
Ga. in.) t, '; ,
Carrying
Chord on Code
Re1:t,
Height Car ryinp Member
t
Carried Member , z+ Snow Roof UpIifq,EldoraISnowstil1..+jrRoot
7 x.v • Member Hirt'•.- y: ,. ,•, ti Y'" r.+,.. Slant•=
fUpl(F,Poa
160)• t00) 111s). 125)(100)
W' • H ; C Top Feco Straight tom
Sing
4x2
9min.
4)
10dx1h"
2)
10dxlh"
1)
10dxllh'
2)
10dxlh'
880 880 880 755 755 755
THAR/1.422
Alin.) 16 39i 22 i 8 I8.
Double 9 to 12 2) 1,525 1,525 1.525 1,315 1.315 1,315
4x2 N) 10d 2) lOd 1) 10d IOd x 1 h" LFL121,090 1,090 1,090 935 935 935
THAR/1_422, 16 39i 223i' 8, Double
min. 4)10d : 8) 10d I)10d
2), 3 0 ! 65 1'6j75111l Mff 265 1,440 111440 1,4404x210dx1'h' rt t
1. Uplift has beer, increased for wind or earhquake loading with no further increase allowed,
reduce where other bads govern.
2. Rocf bads are 125% of floor loads unless Lmuec by other enteric. Floor bads may be adjusted for
load durations according to the code provided they do not exceed those in the root column.
3. Where the top of the carried member is Lush with the top of the carrying member.
Hen is equal to the depth of the carnec member. Otherwise, Hen shall be measured
from the top of the bearing seat to the top of the carrying member.
4. Nails: 10d = 0.148' dla. x 3' long, 10d x t W = 0.148' dia. x t'h' long.
See pp. 2t-27 for other nail sees and Information.
M
M
241
Simpson Strong-Tue' Wood Construction Connectors
Truss Hip/Jack Hanger
The versatile THJA26 can accommodate right- or
left-hand hips (at 45-degree skews), and can be
installed before or after the hip and jack. Can also
be used for double (terminal) hips.
Material: 14 gauge
Finish: Galvanized
Installation:
Use all specified fasteners; see General Notes.
All multiple members must be fastened
together to act as a single unit.
Shall be attached to a double girder truss to
allow for required minimum nad penetration.
See footnote 3.
Options:
These hangers cannot be modified
Codes: See p.14 for Code Reference Key Chart
Wit. •
P. p
luorlunp / point /
I
Top View
Left -Hand Hip Installation
THJA26
worinnpPerri
II
Top View
Right -Hand Hip Installation
SIMPSON
Typical THJA26 Installation
Top View
Terminal Hip without
Center Common Jack
FastenersAOowatiled Loadsw ; "i SPF%HF Allowable Loads
CodeModel
No.
Carried
Member Rel^ Carrying% r Hip Jack,
z, ;yUphtt ,.,F1oorrr't t/a'a, f:^terSnow 7 -terRooLis y-'r^ Wind UpUft'; r y, Floom Snow Roof Wind ;
Member.- 160) 1000) 115) 125)•i i.;(160);t. 160),`,,'(tU0);r.(115p' 125). 160)•
Hip 720 2,010 2,310 2,450 2,450 590 1,740 2,000 2,100 2,100
THJA26 20) 16d 6) IOd x l'h' 4) tOd x l'h'
111,
Jack •
a
240 s 670 0 '
e....
k'815 °' 815 , 1y•.v 195'1'. E • 580 : 670 700 . 700:;, FL
Total 960 2,680 3,080 3,265 3,265 785 2,320 2,670 2.800 2,800
1. Uplrtt bads have been increased for wnd or earthquake loading with no further increase allowed;
reeuce where other loads govern.
2. Wuxi (160) Is a download ra:imy.
3. Loads shown are based on a minimum (2) 2x6 carrying member. For single 2x carrying members (min. 2x6).
use 10d x 1 1h' nails and use 0.67 of the table value. For (2) 2x4 carrying members, muhipy the download by 0.50.
4. 16d sinkers (0J 48' dia. x 31W long) may be substituted for the specified 16d commons at 0.85 of the table bad.
S. Tabulated hip and jack allowable bads assume that 75% of the total bad is dlstributod to the hip and 25% to the jack.
It is permitted to distribute 65% to 85% of the tabulated total bad to the hip, and the remaining percentage of total
load to the jack. The combired hip and jack bad may not exceed the published Total Load.
6. For terminal hips, divide the total allowable bad by 2 to determine the allowtiale bad for each hip,
7. Truss chord cross -gran tension may hnut allowable loads in accordance with ANSVTPI 1-2014.
Simpson Strorg-Tie` Connector Selector" software inckmdPs the evaluation of cross -grain tension in
its hanger allowable loam. For additional informalion, contact Simpson Strong -Tie.
8. Nails: 16d = 0' 162' da. x 3 h' long, 10d x 1 mh' = 0.148' da. x Vh' long.
See pp. 26-27 for other nal sizes and information.
CL
0
247
VALLEY FRAMING & BRACING DETAIL
Lumber Size and Grade•Minumum Reauirements
minimum of aad 10.t31's1.3") common win mile: Effects of not providing sheathing below a valley set
must be evaluated Ey the building designer.
This drawing applies to valleys with the following conditions:
Spans (distance between heels) 40W or less
MAWMum valley height; W-0'
aUaxlmum moan root height: 30 foot
atSCE 7-05, 140 mph, Enclosed, Cat It, Eltp 11,1=1.0, Ksta1.0
0r A Maaimurs of ASCE 7-10, 1{0 mph, Enclosed, Esp 0. IRt=1.0
llarrow edga of cripple can face rldo or rafter,
as long is the proper number of mils am
installed Into ridge,board
Install blocking under rohcr If slcopers are not used.
ImuO blocking uridercrlpptas It'cripplos fag bitwein
lower truss top chords and lateral bracing Is not Lased.
Apply all calling In accordance to current NDS requirements:
Nails are common w1m nails unless noted otherwise.
a sNl H, _
TRUSS
TRUSS UNDER VALLEY FRAMING
VALLEY RAFTER OR RIDGE
CRIPPLE
apples 4'-0" for 30 psf (TL) and 20 psf (TD) Nas.
e the crlppes for each row, ctanmg from the valleys or sleepera
worktng'Inward to the ildge board so that cripple locations are
gored between rows
Tyv)
nnectibn Requirement. Notes
Sa6"rafters'toildile 416d totnslls
Cripple to ridge 4 16d toe -nails
Cripple to rafter, 416d toe -rolls
I—) i 16d face -nails
Raftertosteeper orblbcldng 516dtoe•nalh Rafter
to two 2a6 steepen 41Sd toe -roils Sleeper
to truss 4 lid toe -rails T.
wo 2i6sleepers to truss 3 I6d to6nalls each sleeper S, truss Ridge
board to root block 416d toe -tuft Rids
board to truss 4 36d toe -nails Purim
to (Typ) 316d toe -nails Tnas
to blocking 4 16d toe -nails Truss
to cripple 4 16d toe -nails Truss
to cripple 416d toe -nulls Cripple
to pitrtin 316d toe -mils Collar
beam to rafter 416d toe -nails E:
16d 10.162'rd.5•) COMMON NAILS f —
V (A) I(B) ('•) rvAatma
FLAP NO 1n1nv Alt tmc °' ties aruvtrn oernrAnr_
rJWM Ties DMVM To " mrrP4emts-Pampa ate DmAuas? }J
No. 70861 ; Trvr.•
e nN'..rrb.•,e h r.x...o, It
LL 20 30 40 54 REF VALLEY FRA i1NG DATE
10/O1/14 terran,
s,se.Pe,o W Rehs.0 -. 1mw
a., r.te.a .et.v. « Rst u.ro . s s.r°.rr°rw`Pw..r.. y Tat W. Rtu ..E,! . r tMw
1, a ln.t.0er. eua .r'.ve, T.,'M•r1 a—c"a a a e TC
DL 10 20 7 7 DRWG
VACNV1801015 O
d W...
MM .ew.r., er. [trN Yea rwv M`M.rt, .tt.eeA .trveweel ew..hY,p W ..tom, ee{. nu
1. t..etn Aet.tt,e .tr a`a Qctw, n, t7 ram .ppUo.14. Aep, M.a,s b ..m STATE OF r.dae, 1— .r...re P" u„ J*,% P..tr. wren. new eeer.t... S • BC
DL 0 BC
LL 0 0
0 0 0
0 D AN
l WC M %W aenr
r *. W taaA-1 rw "Min . d.4 P,r.rde• w• «
trAr "a,i "'r' k .e...r. r r..or..r vq ..v p, TOT LD.30 00 61 trbORIV.. ratr.u.e n ate etis h .rw,c, .tin Aravm L rr w,anP. •.r....•
F.A 1 L teeere M Ws•a O 47
e-
A \ A ..rl .n Meatenr,4 ewe.. FP aeteV eyrr *'.•e0 aNe.ent .OtaV..Pv « Pr•«etibiel c` .
r`.q. cr...'e" ru`..r. ray a .se. ` n...w=!y W v « _L
N L SC`_ L+v n•sder Poo A/B/IR t ._. boo . FAC. 1.25/1.15 1te
0. YCYC CLeS re, ,rat W—eion se. 1ri jW. 0A 1 n.tts W Mew we It,e wae.....
b.•.R.ia.,r Tat ....tose. sarw .... ' rw, aL m.a .r,..9 SPACING, SEE ABOVE
Cracked or Broken Member Repair Detall
Load Duration = 0%
This drawing specifies repolrs for a truss with broken chord M=Ml+or Fnrroc mnv be Increased for Duration of Load
or web member.
This design Is valid only for single ply trusses with 2x4 or2x6brokenmembers. No more than one break per chord panel
and no more than two breaks per truss are allowed.
Contact the truss manufacturer for any repairs that do not
comply with this detall.
B) = Damaged area, 12' max length of damaged section
L) - Minimum nailing distance on each side of damaged area (B)
S) = Two 2x4 or two 2x6 side members, some sizw, grade, and
sPvcies as damaged member. Apply one scab per face.
Minimum side member tength(s) = (2)(L) + (B)
Scab member length (S) must be within the broken panel.
Nail Into 2x4 members using two (2) rows at 4' o.c., rows staggered.
Nall Into 2x6 members using three (3) rows at 4' o.c., rows staggered.
Nall using 10d box or gun malls (0.128'x3% min) into each side member.
The maximum permitted lumber grade for use with thisdetailIsUnitedtoVlsuolgrade81andMSRgrade1650f.
This repair detail may be used for broken connector plate at
mid -panel splices.
This repair detail may not be used for damaged chord or web
sections occurring within the connector plate area.
Broken chord may not support any tie -In loads.
I
L
4' o c
Typlcal ~
O + O + 0 + O
O + O + O + O +
l 2' (—
Stagger
Back Face 10d Box (0.128' x 3', min) Nallsl
Front Face 2x4 Member - Double Row Staggerec
2x6 Member - Trlle Row Staggered
Nail Spacing Detail
Maximum Member Axial Force
Size L SIR -C HF DF-L SYP
2x4 l2' 620# 635# 730## 800#
2x4EOnly 18' 975# 1055# 1295# 1415#
2x4
24'
975# 1055# 1495# 1745#
Web or Chord 2x6 1465# 1585# 2245# 2620#
Web or Chord 2x4
30'
1910# 1960# 2315# 2555#
Web or Chord 2x6 2230# 2365# 3125# 3575#
Web or Chord 2x4
36'
2470# 2530# 2930# 3210#
Web or Chord 2x6 3535# 3635# 4295# 4745#
Web or Chord 2x4
42'
29754 3045# 3505# 3835#
Web or Chord 2x6 4395# 4500# 5225# 5725#
Web or Chord 2x4 1 .48. - .
3460# 3540# 4070# 4445#
Web or Chord 2x6 5165# 1 5280# 6095# 6660#
vNnom RLIJ No ra.Lw ALL MOM ON TDS DRAvoO
rrmeOlTAI/f p111®1 TRu puvDe la •LL fD1fMTQ.t M UIDC M VdTALLIM
lwrn nwM •rtnwe ew h I•Irt•tMa •rA110. Lvt•DFp rn/ b•• Rr/rr u W
rtln tM 1•brt rNlrr H)!sl Oulre fspal nt I•Mf 1,IRMtbb y Trl •, C CN 1•r I LrrrrcUtr1YYrUrrrlrrniytMarIinctlr. Int•LLm rIi•LL /rvYY telWry M•U R f,•r m1/rr• ri•W •t11•rrb•, %.0 di0r/ rhLL N•v1 pPN/N m-f atIVCNYI sM•wM ut Mt of Npr>••R My rrrprrl7l td[h1 pY 1 L.pwrry rh•rn Iv Mrn•,nt INM•t nrbYllt H MI
drR Irvr W p MtdIM p•r CSI trcd — Il 11 1' u .p 4/,yr rl ir. t. ••01 fw
rI ' •n/ rn1Uw, u .Born •Mv. •n/ t1r .Akr Orb4. rot•f Yrr,
plrr M &. X IIl•-I Ir st•nrr/ pleb p•d"o—
iUplr, . OArM1 •f ITV ,A [M•mnb Ww Inc •hD ,rt Ir mra,Al• /.r tvYtb^ fry
AN ITW COWO T Ui .rt4 w /•1v +. M tN• tl.s• ti crn •.,vcr .M msin 1 L rr /.' brat w PPPO
A a t= r r1V =or = Rrtlp Hr t•rt Yr/c•tn •Wrt•ncr of rrrh d
w,.wa p v & ."I for t7r O.W. dvn 71. M•Wq •Alm/ir[ ii.cLror- ury .trucV+ 4 tlr nlpanWUb of w "W4 Mq+r Mf
11111 Lwfmt De" ry lurr Mr••tl•n rr• Wr 1'r prrrr•1 rya. /r••ppr ul/ tMrr ..• Otn,
ErU1ary.Ma1I'J13 AIJDG rr•+ rmu T I rr•.t R.'.trU Slit r..,gclN,atry.rpl ICD rrrYCp/ral
WnAun
L D1ltorc•
loll.,
l Illtrrle•
SPACING 24.0'
REF MEMBER REPAIR
DATE 10/01/14
DRWG REPCHRD1014
1s
Jaw. 5H0AlNG'0ElA1L-
NOTE: IF PALLETS'OF CONSTRUCTION MATERIAL NEIGHING MORE
R E C 0-M M E N D E D SHORING DETAIL IS REQ5000UIRED.
TO BE PLACED ON FLOOR TRUSSES, SHORING +}
M CONCENTRATED LOAD DUE TO -UPPER -FLOOR CONSTRUCTION MATERIAL.
j
I
I
I
i
Y
4
i>s 2000#
1500# _ CAPACITY
POSTS. .-;4'0" O.C...
PROVIDE 2'0' CLEARANCE"ON ALL SIDES'OF A,PALLET. MAXIMUM
HEIGHT PER PALLET TS.,2000/:•LOAD MUST BE SPREAD OVER
AT -LEAST 2-TRUSSES.
NOTE: SEE APPROPRIATE ALPINE DRAWTN0.FOR.LUM8ER, PLATES AND
OTHER DATA NOT SHOWN "ERE•• E;
Tluilding Mntcrial WLS, NOTE: SHORING MATERIAL ANO LABOR
1/2" sum'bd.-2.2 tf/1R'!la.crgYpPY
TO, -INSTALL AND -TO R•MOVE THIS
MATERIAL':IS' TO BE SUPPLIED
r
gypsum bd. - 2.8 psf l5/8" I' BY THE CONTRACTOR. At
8"-conc.block a 60 pif% 6"ldycr
masonry, brick=38 psf!`4,"lpyv 2— '0— 0
4..0 o }-
MINI' um
SUBFLOOR=UNDE'RL'AYMEN-T 2Q00'#.
2X6 HEADER ii 1
04. OR (2) .-2X,4-X4? 0" . UNDER
TRUSSES.'WHE'N -1 - SH.O
POSTS @ -4 , 0
r, ' 0 . C . f+ .. TS REQUIRED
R1 AP RCY:
CLEAR . SPAN b1.
P T. TYP. - ALPINE SCALE NQNFE r,
cti o 0 0 0 0
REF -DETAIL
DATE -09 0 /96
o a
o ALPINE
o
r
ssue „,,,,// '° ffec .rmmenued Si i + e If
CAW HC12396074 c-
o TRUSS
G O O O LI G'1 S F`
ALPINE
C`ifn tnfnrmnfinn-
r vr
Customer Carpenter Contractors of America Job Number: N333522
JobDescriptlon. VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RAO1
Address: I City, State, Zip-
Alpine, an ITW Company
6750 Forum Drive, Suite 305
Orlando, FL 32837
Phone: (800)755-6001
alpineitw.com
Name, Address and License # of Structural FOR if one exists for the building:
Name: License #:
Address: City, State, Zip:
State:
Job Engineering Criteria:
Design Code: FBC 6th Edition (2017) View Vernon: 17.02.02.0211.16 JRef #• 1 W cb89750082
Wind Standard: ASCE7_10 lend Speed (mph): 150 Roof Load (psO: 20.00-10.00- 0.00- Floor Load (pso: 40.00-10.00- 0 00-
5.00 5.00
This package contains a job notes page, 61 truss drawings and 10 details.
Item Seal # Truss
1 183.18.1448.53346 FT1
3 183 18 1448 52783 FT1A
5 183.18.1448.52892 FT2
7 183.18.1448.54032 FT3
9 183.18.1448.54001 FT4
11 183.18.1448.53985 FT6
13 183.18.1448.53424 FT7GE
15 183.18 1448 54562 FT10G
17 183.18.1448.53672 A2
19 183.18.1448.54187 A4
21 183.18.1448.55155 A5GA
23 183.18.1448.53095 G2
25 183.18.1448 53877 G4G
27 183.18.1448.55326 C1G
29 183 18 1448.55328 D2
31 183.181448.53719 L1
33 183.18.1448 54608 H 1 G
35 183.18.1448.53426 V2
Item Seal # Truss
2 183.18.1448.56918 FT1G
4 183.18.1448.53048 FT1GE
6 183.18.1448 55296 FT2GE
8 183.18.1448.53595 FT3G
10 183.18.1448.54655 FT5
12 183.18.1448.53954 FT7
14 18318.1448.55250 FTBG
16 183.18.1448.53861 Al
18 183.18.1448.54453 A3
20 183.18.1448.54313 A5G
22 183 18.1448.55171 G 1
24 183.18.1448.54017 G3
26 183.18.1448.53689 FG1
28 183.18.1448.53688 D1
30 183.18.1448.53704 D3G
32 183.18.1448.53298 L2G
34 183.18.1448.54968 V3
36 183.18.1448.54780 V1 tRauW p t
iONO,
Q !•• (
ATE
FS••..._...•• G . SjONA` EN
This document has been electronically signed
and sealed using a Digital Signature. Printed
copies without an original signature must be
07/03/1201 d
verified using the original electronic version.
Florida Certificate of Product Approval #FL1999 Printed 7/3/2018 10:33:15 AM
ALPINE
Cifo /nfnamatinn•
Customer: _ Carpenter Contractors of America Job Number- N333522
JobDescription. VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RAO1
Address: City, State, Zip.
Item Seal # Truss
37 183.18.1448.54203 MG1
39 18318.1448.54967 MV1
41 183.18.1448.53906 ERA
43 183.181448.55124 EJ7
45 183.18.1448.55248 CJ5S
47 183.18.1448.53828 CJ3A
49 183.18.1448.54593 CJ5A
51 183.18.1448.53878 CJ3
53 183.18.1448.53876 EJ74
55 183.18.1448.55201 CJ34
57 183.18.1448.52955 HJ7
59 183.181448.54983 HRA
61 183.18.1448.53532 HJ2
Alpine, an ITW Company
6750 Forum Drive, Suite 305
Orlando, FL 32837
Phone: (800)755-6001
alpineitw.com
Item Seal # Truss
38 183.18.1448.55280 MV2
40 183.18.1448.53423 EJ7S
42 183.18.1448 54218 EJ2
44 183.18.1448.54079 CJ1S
46 183 18 1448.55093 CJ3S
48 183.18.1448.54406 CJ1A
50 183.18.1448.53986 CJ5
52 183.18.1448.54827 CJ1
54 183.18.1448.54998 CJ54
56 183.18.1448.53220 CJ 14
58 183.18.1448 54080 HJ74
60 183.18.1448.53438 HJ7S
o. 648
AT E
F
This document has been electronically signed
and sealed using a Digital Signature. Printed
copies without on original signature must be
07/03/2018
verified using the original electronic version.
Florida Certificate of Product Approval #FL1999
N
Printed 7/3/2018 10.33:15 AM
Job Number: N333522 Ply. 1 SEQN.1631 / T17 SY42 Cust R8975 JRef, 1Wcb89750082
VARIOUS .9A6/9A7 ,258SE/258MA/258TA ,RA01 Qly. 9 FROM PFH DrwNo: 183.18.1448 53346
Truss Label: FT1 KM / PPH 07/02/2018
8'1"8 10'6"10 18'8"10
8' 1 " 8 2'5" 2 87'
T C
1 12
4'
F 2'6" 2'6"12 — -}-- 2 s°12 --{
n'P)
4X6
1.5X3 =4X4 =W=3X4
A B C D E
2'6"12 --1 2'6"12 -- F5 i
3X3
4X4 1114X6
F G HI JK
i
1.5X3 =4AO =4J14 III 1.0A.5 III 1.0A.5 III I.OA.s III1.0AJ =4A4 =4Ab nl1.0AJ
1112X4 = W=3X6
Loading Criteria (psf) Wind Criteria
TCLL: 4000 Wind Std: NA
TCDL: 1000 Speed NA mph
BCLL: 0.00 Enclosure NA
BCDL. 5.00 Category NA
EXP: NA
Des Ld: 55.00 Mean Height: NA ft
NCBCLL: 10.00 TCDL: NA psf
Soffit 200 BCDL NA psf
Load Duration: 1.00 MWFRS Parallel Dist NA
Spacing 24.0 " C&C Dist a: NA ft
Loc. from endwall: NA
I. NA GCpi- NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #2 N 32 4x2 SP #1
Bol chord 4x2 SP #1 :B2 4x2 SP #2 N.
Webs 4x2 SP #3
Lumber value set " 136" uses design values
approved 1/30/2013 by ALSC
Plating Notes
All plates are 3X4 except as noted
Additional Notes
2x6 #3 HEM -FIR or better continuous strongback.
Attach to each truss where shown with 3-10d Box or
Gun nails (0 128"x3",min ) Strongback material to
be supplied by erection contractor.
Truss must be installed as shown with top chord up.
T
1
18'8"10
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W
Pf. NA Ce NA VERT(LL), 0.233 R 939 360 X 1030 / - / - / - / - / 7.3
Lu. NA Cs: NA VERT(TL) 0.506 F 602 240 J 1013 /- / - / - / - / 3.0
Snow Duration NA HORZ(LL): 0.039 M - - X Min Brg Width Reg = 1.5
HORZ(TL): 0.062 B J Min Brg Width Reg = 1.5
Code / Misc Criteria Creep Factor: 2.0 Bearings X & J are a rigid surface
Bldg Code. FBC 6th ed 201 Max TC CSI 0 874 Bearing X requires a seat plate
TPI Std: 2014 Max BC CSI. 0.997
Rep Factors Used Yes Max Web CSI: 0.605
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0)
Chords Tens Comp. Chords Tens. Comp.
Plate Type(s):
WAVE VIEW Ver:1702.01A.1115.21 A-B 0 -723 F-G 0 -2720
B-C 0 -1916 G-H 0 -2037
C- D 0- 2669 H- 1 0 - 786
D- E 0- 2669 1- J 0 - 850
E - F 0 -2927
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens Comp
W- V 1435 0 R- 0 2927 0
V- U 2398 0 Q- P 2474 0
U- T 2398 0 P- 0 2474 0
T- S 2925 0 O- N 2474 0
S- R 2927 0 N- M 1600 0
Maximum Web Forces Per Ply (Ibs)
1RtlIlIy I
Webs Tens.Comp. Webs Tens. Comp.
r s F 4 6 A - X 0 -1008 F - Q 11 - 564
A-W 1151 0 Q-G 447 0
V .•'• •'•• / W - B 0 -1131 G - N 0 675
SF `• B- V 763 0 N- H 694 0
V -C 0 -744 H-M 0 -1190
i
0 AAA
w C-T 471 0 M -J 1270 0
T-E 0 -618
g
Qj
ATE
40278
uumaluuuuo
07/03/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingp, handlingg shippin installing, and bracing. , Refer to and follow the latest edition of SCSI (Building
Component Safety Information, by TPI an c7 SBCA) fbi safety ractices prior to performing these functions. Installers shall provide temporary
bracin per BCSI Unless noted olherwise,top chord shall have properIg attached structural sheathing and bottom Chord shall have a proper yattachgdrigidceilinLocationsshownforpermanentlateralrestraintofwebsshallhavbrycinqinstalledperBCSIsectionsB3, B7 or B10,
as applica a Applgy plates to each face, of truss and position as shown above and on tI a oin Details, unless note otherwise. Refer to
ALPINEdrawings160A-Z for standard plate positions.
Alpine, a division of ITW BuildlnQ omponents Group InC shall not be responsible for any deviation from this drawin any failure to build the µw „n
truss in conformance with AN11lf 11, or for handling shipping, installation and bracing of,trussesA seal on this dr wing or cover page, , 2400 Lake Orange Dr
listing this drawing, indicates acceptance of pro essiona en ineenn-q responsibility solely for the des i n shown. The sui ability Suite
Lake
and use of this Cawing for any structure is the responsibilit,7 of the Building Desigrier per ANSI/TPI 1 Sec.2.150
For more information see thisjob's general notes page and these web sites, ALPINE www.al ineitw com. TPI. www t inst or , SBCA www sbandustry com. ICC www imsare or Orlando FL, 32837
Job Number: N333522 Ply: 1 SEQN' 43939 / T71 / SY42 Cust R R8975 JRef: 1 Wcb89750082
VARIOUS ,9A619A7 ,258SE/258MA/258TA ,RA0l Oty. I 1 FROM: RDG DrwNo. 183 18 1448 56918
Truss Label: FT1G SN / WHK 07/02/2018
8'1"8
f'
107 8 14'9" 18'8"10
8'1„8 2,6„ 4'1„8 3,11,,10
2'6" 2'6"12 2'6"12 2'6"12 1
TYP)
6X6
1.5X3 =5X5 =6X6 1114X6 W=3X4
III3X4 — =4X,0 =6X6 1116X8
A B C D E F r_ H I JK
T 1Z
m W2
i sz
ae
T
1 9 4
X W V U S R Q P 0 N M I T
1.SX3 =6X6 =5X5 =3X8 1114X6 =4X4 6X8 =8X8
W=3X6
18'8"10
18'8"14
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
TCLL: 40.00 Wind Std- NA Pg: NA Ct NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W
TCDL 10.00 Speed NA mph Pf: NA Ce. NA VERT(LL) 0.266 E 821 360 X 1176 / - / - / - 7.3
BCLL: 0.00 Enclosure NA Lu. NA Cs NA VERT(TL): 0.508 E 583 240 J 1563 / - / - / - 3.0
BCDL: 5.00 Category: NA Snow Duration NA HORZ(LL): 0.024 M - - X Min Brg Width Req = 1.5
Des Ld: 55.00
EXP: NA
HORZ(TL): 0 033 M - - J Min Brg Width Req = 1.5
NCBCLL 1000
Mean Height: NA ft
Code / Misc Criteria Creep Factor: 2.0TCDL: NA psf
Bearings X & J are a rigid surface.
Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 6th.ed 201 Max TC CSI 0.885 Bearing X requires a seat late. g q p
Load Duration. 1.00 MWFRS Parallel Dist: NA TPI Std. 2014 Max BC CSI: 0.933
Members not listed have forces less than 375#
Spacing 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI 0 687
Maximum Top Chord Forces Per Ply (Ibs)
Loc from endwall: NA FT/RT 12(0)/10(0)
Chords Tens.Comp. Chords Tens. Comp.
I: NA GCpi: NA Plate Type(s)
Wind Duration: NA WAVE VIEW Ver: 17.02.02C 0211.16 A - B 0 -911 F - G 0 -4066
Lumber
B- C 0- 2472 G- H 0- 3576
C- D 0 -3556 H- 1 0 -3559
Value Set 13B (Effective 6/112013) D - E 0 -4117 1-1 0 - 1484
Top chord 4x2 SP #1 E - F 0 -4068
Bot chord 4x2 SP 2400f-2.0E :B1 4x2 SP #2 N,
4x2We SPWebs2SIR :W21 4x2 SP N Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens Camp. Chords Tens. Comp. rx2 designLumbervalueset "13B" uses design valuesse
approved 1/30/2013 by ALSC W - V 1816 0 R Q 4117 0
V-U 3012 0 Q P 4127 0
Special Loads U- T 3012 0 P- 0 3872 0
Lumber Dur.Fac =1 00 / Plate Dur.Fac.=1.00) T - S 3013 0 O N 3872 0
TC From 100 plf at 0.00 to 100 plf at 1861 S - R 4105 0 N M 2847 0
BC: From 10 plf at 0.00 to 10 plf at 1830
TC 695 lb Conc. Load at 14.63
Maximum Web Forces Per Ply (Ibs)
Plating Notes IIII'M 1,W14
Webs Tens.Comp. Webs Tens. Comp
All plates are 3X6 except as noted. ` A - X 0 -1128 Q - E 135 - 404
A - W 1346 0 E - P 278 - 544
Additional Notes Ov•••• • •••.•• /L W - B 0 -1368 P G 482 0
2x6 #3 HEM -FIR or better continuous strongback. Q ••' SF •• B - V 992 0 G N 0 -449
Attach to each truss where shown with 3-10d Box or J ' V - C 0 - 794 H N 0 - 647
Gun nails (0.128"xT%min ) Strong back material to : ; C - S 813 0 N 1 1194 0
be supplied by erection contractor. O. 8 • S-D 0 -1043 I - M 0 -2061
Truss must be installed as shown with top chord up t . : *
i • i
D - R 452 - 89 M J 2165 0
ATE
irr ••.•o•••
40 27s'rrrsS/pNA- d
07/03/2018
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 editionComponentSafetyInformation, by TPI and SBCA) fbr safety practices prior to performing these functions Installers shall provide
of BCSI (Building
temporary
bracin per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properlyattachdrigqidceilingLocationsshownforpermanentlatgralrestraintofwebsshallhavbracinqinstalledperBCSIsectionsB3, B7 or 910, as
applica0le. Apply plates to each face of truss and as shown above and on tthe Join Details, unless noted otherwise. Refer to positiondrawings
160A-Z for standard plate positions. ALPINE Alpine,
a division of ITW BuildlncLComponQnts Group InC shall not be responsible for any deviation from this drawing any failure to build the truss
in conformance with AN 1, or for handlinc shipping, installation and bracing of,trussesA seal on this dr8winq or cover pa e Qn. listingthisdrawinindicatesacceptanceofproTessionafenineeringresponsibilittyysolelyforthedesinshoandofthis iawing for is the the building Desigrier ANSIITPI 1 ac.2. 6750
Thesuit9abilitySuite
Forum
Drive 305
useanystructureresponsibiIV,. per For
more information see this job's general notes page and these web sites ALPINE: www.al ineirw.com, TPI: www t inst or , SBCA www sbcindustry com. ICC www iccsafe.org Orlando FL, 32821
Job Number: N333522 Ply 1 SEON 1632 / T9 / SY42 Cust. RR8975 JRef 1 Wcb89750082
VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty 1 FROM. HMT DrwNo: 183 18 1448.52783
Truss Label: FT1A KM / WHK 07/02/2018
8' 1 " 8 98"8 18'5"9
8'1"8 1 17„ 8'9"1
2.6„ _ ^ 2,6..12 2.6„12 — i
1'4' 8 -}
2'6„12 T 2'6"12
TYP)
4X6
1.5X3 =4X4 11115X3 =3X6 5X8 1112X4
A B C D E F G H I J
T
1
X W V U T S R O PO N MLr9 K
1.5X3 =4X6 4X4 11115X3 11115X3 11115X3 4X6 1114X6
1112X4 W=3X6 1111.5X3
177'15
1'2'10-
1
Loading Criteria (psf) Wind Criteria
TCLL 40.00 Wind Std, NA
TCDL 1000 Speed. NA mph
BCLL: 0.00 Enclosure: NA
BCDL: 500 Category NA
Des Ld: 55.00
EXP NA
NCBCLL 10 00
Mean Height NA ft
TCDL NA psi
Soffit: 200 BCDL NA psf
Load Duration. 1.00 MWFRS Parallel Dist: NA
Spacing 24 0 " C&C Dist a: NA ft
Loc. from endwall NA
I: NA GCpr NA
Wind Duration NA
Lumber
Value Set 13B (Effective 6/1/2013)
Top chord 4x2 SP #2 N
Bot chord 4x2 SP #1 :B2 4x2 SP #2 N.
Webs 4x2 SP #3
Lumber value set " 13B" uses design values
approved 1/30/2013 by ALSC
Special Loads
Lumber Dur.Fac.=O 90 / Plate Dur Fac =0 90)
TC From 100 pIf at 0.00 to 100 plf at 1834
BC. From 10 plf at 0 00 to 10 plf at 1834
TC: 1550 lb Conc Load at 16 15
TC: 328 lb Conc. Load at 17.03
TC 247 lb Conc. Load at 18.34
Plating Notes
All plates are 3X4 except as noted
Additional Notes
2x6 #3 HEM -FIR or better continuous strongback
Attach to each truss where shown with 3-1 Od Box or
Gun nails (0.128"x3",min.) Strongback material to
be supplied by erection contractor.
Truss must be installed as shown with top chord up
18' 5" 9
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
Pg. NA Ct: NA CAT NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL W
Pf: NA Ce NA VERT(LL) 0 147 S 999 360 X 976 I - / - / - / - 7.3
Lu NA Cs NA VERT(TL): 0.382 D 877 240 L 3174 I - / - / - / - 5 7
Snow Duration NA HORZ(LL). 0.027 B - - X Min Brg Width Req = 1 5
HORZ(TL): 0.045 L L Min Brg Width Req = 1 5
Code / Misc Criteria Creep Factor, 2 0 Bearings X & L are a rigid surface.
Bldg Code FBC 6th ed 201 Max TC CSI: 0.744 Bearing X requires a seat plate
TPI Std: 2014 Max BC CSI. 0 963
Rep Factors Used Yes Max Web CSI: 0.627 Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0)
Chords Tens Comp. Chords Tens Comp.
Plate Type(s)
WAVE VIEW Ver 17 02.01A 1115 21 A - B 0 -679 E - F 0 - 2628
B-C 0 -1787 F-G 0 -2199
C- D 0- 2444 G- H 0- 1359
D - E 0 -2633
S
O,`
G•V
O ••`•
AT IE
c_\ tl0 278'o,,sS/QNA-
07/03/2018
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp Chords Tens Comp
W- V 1347 0 O- P 2502 0
V- U 2225 0 P- O 2502 0
U- T 2225 0 O- N 1894 0
T- S 2633 0 N- M 751 0
S- R 2633 0 M- L 751 0
R - O 2502 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp Webs Tens Comp
A- X 0- 955 F- O 0 477
A- W 1082 0 O- G 494 0
W-B 0 -1061 G -N 0 857
B- V 697 0 N- H 946 0
V- C 0- 676 H- L 0- 2428
C-T 398 0 L - 1 0 781
T- D 54 - 486 1- K 396 0
R - F 539 -156
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, installingand bracing Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fbi safety practices prior to performing these functions. Installers shall provide temporarryy bracing
per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach€
d rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610 asappicae. Apply places to each face of truss and position as shown above and on the Join g0etails, unless noted otherwise. Defer to ALPINE
drawings160A-Z for standard plate positions. Alpine,
a division of ITW BuildComponents Group Inc. shall not be responsible for any deviation from this drpwine any failure to build the µn CO.~ truss in
conformance with ANIrfPI 1, or for handling, shipping, installation and bracing of trussesA seal on this dr v I g or cover page, , 2400 Lake Orange Dr listing this drawing,
indicates acceptance of pro-fessionaf en ineerrnq responsibility solely for the de si n shown. The suiTability Suite Lake and use
of
this yawing for any structure is the responsibiIWof the Building Desigrier per ANSI/TPI 1 Sec.2.150 For more information
see this job's general notes page and these web sites ALPINE www al ineitw com; TPI www t inst.or , SBCA. www sbcindust corn: ICC: w .iccsafe.org Orlando FL, 32837
Job Number: N333522 Ply: 1 SEQN. 1634 / T8 / SY42 Cust R R8975 JRef 1 Wcb89750082
VARIOUS ,9A61gA7 ,258SE/258MA/258TA ,RA01 Gty 1 FROM PFH DrwNo: 183.18 1448 53048
Truss Label: FT1GE KM / WHK 07/02/2018
21 211 12
1.2"12
1'9" 810"10 19'5"2 j8;8"10Fr + 1'9" 6'0"14 1014"8 38
1
p 8I3"
65"14 -+.._ 2'6" 2'6"12—+— 27"4 —,+,— 2'5"8
TYP)
TYP)
a W-3X4
a 3X4 a3X4 =4X6 a3X6 a4X6 a6X6
A B c D E G H I J K LM
T
1 1
S R O P O N
Z Y X W v T a4X6 a4X6 a3X4 -6X6
1112X4 -3X4
J"4,
9' 9'1"6
18'8"10
Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or'=PLF
TCLL: 40.00 Wind Std NA Pg: NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W
Z 62 / - / - / - / - / 7 3TCDL: 1000 Speed: NA mph Pf NA Ce NA VERT(LL) 0 048 P 999 360
BCLL. 0.00 Enclosure: NA Lu. NA Cs. NA VERT(TL). 0.191 P 920 240 Z' 510 / - / - / - / - / 108
BCDL 5.00 Category NA Snow Duration NA HORZ(LL) 0 007 O - - L 1335 / - I - / - / - / 3 0
Des Ld. 55.00
EXP NA HORZ(TL) 0.017 O Z Min Brg Width Req = 1 5
Code / Misc CriteriaNCBCLL: 10.00
Mean Height NA ft
TCDL NA psf Creep Factor: 2.0P Z Min Brg Width Req =
Soffit 200 BCDL NA sfP Bldg Code FBC 6th ed 201 Max TC CSI. 0.836 L Min Br Width Re 1 5gq =
Load Duration: 1.00 MWFRS Parallel Dist NA TPI Std: 2014 Max BC CSI: 0.724 Bearings Z, Z, & L are a rigid surface
Bearing Z requires a seat plate
Spacing 24.0 C&C Dist a NA ft Rep Factors Used No Max Web CSI 0 779
Loc. from endwall. NA FT/RT:20(0)/10(0) Members not listed have forces less than 375#
I. NA GCpi NA Plate Type(s) Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: NA WAVE VIEW Ver: 17.02.01A.1115.21 Chords Tens.Comp. Chords Tens. Comp.
Lumber G- H 745 0 J- K 0- 1997
Value Set: 13B (Effective 6/1/2013) H - 1 745 0 K - L 0 - 1097
Top chord 4x2 SP 2400f-2 OE :T1 4x2 SP #1 1-1 0 - 1241
Bat chord 4x2 SP #2 N
Webs 4x2 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Lumber value set "l3B" uses design values Chords Tens Comp Chords Tens Comp.
approved 1/30/2013 by ALSC
S- R 570 0 Q- P 1937 0
Special Loads R- Q 1937 0 P- O 2034 0
Lumber Dur.Fac =1 00 / Plate Dur.Fac.=1.00)
TC: From 300 plf at 0 00 to 300 plf at 1615 Maximum Web Forces Per Ply (Ibs)
TC. From 100 plf at 16 15 to 100 plf at 1859 Webs Tens.Comp. Webs Tens. Comp.
BC: From 10 pIf at 0.00 to 10 plf at 18.30
TC 125 lb Conc. Load at 0.04 A - Y 0 - 412 I - R 1064 0
TC 574 lb Conc. Load at 16 15 Y - B 0 -434 R - J 0 - 1074
G- S 0 K- O - 152
Plating Notes F
4
All plates are 1.5X3 except as noted.
S - I 0 - 20892089 O - L 16360 0Additional
Notes Q `•'. Sn••.f'!
Maximum
Gable Forces Per Ply (Ibs) C •
Gables Tens.Comp. Gables Tens. Comp. See
ANSIlfPI 1 Sect 7 for additional bracing v requirements.
Bracing material to be supplied by : C - X 0 -409 E - V 0 428 erection
contractor. : 0. 648 D - W 0 -390 Truss
must be installed as shown with top chord up * • *, w •
ATE o ; ;•Q 3
FC
QR`OP•` ss'%, '•.•..••
ao27vs/ONALN411 f+m+uutatt v 07/03/
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, handlingshipping. installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety
Information, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporary bracin per
BCSI. Unless noted oyherwise,top chord shall have properl attached structural sheathing and bottom chord shall have a properly attach d
rigid ceillnp Locations shown forpermanent lateral restraint bf webs shall have bracing installed per BCSI sections t}3, B7 or B10, Refer asappICae. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise to drawings 160A-
Z for standard plate positions. ALPINE Alpina, a
division of ITW BuildlnccL ComponQnts Group Inr shall not be responsible for any deviation from this drawino any failure to build the ,rn,.MMu,,,. truss AN
1, for handling bracing trussesA this dr wing in conformancewithorsipping, Installation and of seal on or listing this
drawing indicates acceptance of pro-fessionar engineering responsibility solely for the design shown. and useofthisyawingforanystructureistheresponsibiliqoftheBuildingDesigerANSI/TPI 1 Sec.2.150 cover page, ,
2400 Lake Orange Dr. The suiTabilitySuiteLakeper
For
more
information see thisjob's general notes page and these web sites ALPINE www al ineitw corn, TPI w 1 inst or , SBCA www sbc ndust com, ICC w .icrsafe.org Orlando FL, 32837
Job Number: N333522 Ply: 1 SEON 1635 / T6 / SY42 Cust: R R8975 JRef 1 Wcb89750082
VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oly. 5 FROM RDG DrwNo. 183 18 1448.52892
Truss Label: FT2 KM / WHK 07/02/2018
6'10" 8 8'8" 15'6"8
6'10"8 + 1'9"8 + 6,1T8
2,6" --}-- 2,6"12 -+ 1'4"8 -{ - 1'4"8 +— 2,612 --{
TYP)
4X6 = 4X6
1 5X3 III1.5X3 1111.5X3 =1.5X3
A B C D E F G H
T 12
1 12
Loading Criteria (psf)
TCLL: 40.00
TCDL: 10.00
BCLL: 0.00
BCDL: 500
Des Ld: 55.00
NCBCLL: 10 00
Soffit: 2.00
Load Duration: 1.00
Spacing: 24.0 "
15X3
1112X4
Wind Criteria
Wind Std: NA
Speed NA mph
Enclosure: NA
Category. NA
EXP: NA
Mean Height: NA ft
TCDL NA psf
BCDL. NA psf
MWFRS Parallel Dist NA
C&C Dist a NA It
Loc. from endwall: NA
I NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #2 N
Bot chord 4x2 SP #2 N
Webs 4x2 SP #3
Lumber value set " 13B" uses design values
approved 1/30/2013 by ALSC
Plating Notes
All plates are 3X4 except as noted
Additional Notes
2x6 #3 HEM -FIR or better continuous strongback.
Attach to each truss where shown with 3-10d Box or
Gun nails (0.128"xT',min.). Strongback material to
be supplied by erection contractor
Truss must be installed as shown with top chord up.
III I.D^J
15'6"8
III I.,^J 15X3
1112X4
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
Pg NA Cf NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W
Pf: NA Ce. NA VERT(LL) 0 117 D 999 360 S 841-
Lu, NA Cs NA VERT(TL). 0.240 D 999 240 J 841
Snow Duration NA HORZ(LL). 0.024 K - - S Min Brg Width Reg = 1.5
HORZ(TL): 0.036 B J Min Brg Width Reg = 1.5
Code / Misc Criteria Creep Factor. 2 0 Bearings S 8 J are a rigid surface.
Bldg Code FBC 6th ed 201 Max TIC CSI: 0.587 Bearings S 8 J require a seat plate
TPI Std 2014 Max BC CSI: 0 812
73
7.3
Rep Factors Used. Yes Max Web CSI 0.434 Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s)
WAVE VIEW Ver 17 02 01A 1115 21 A-B 0 -572 E -F 0 -1920
B -C 0 -1455 F-G 0 -1455
C-D 0 -1920 G-H 0 -572
D-E 0-1926
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens Comp
R-O 1132 0 N-M 1772 0
O- P 1772 0 M- L 1772 0
P-O 1772 0 L -K 1132 0
O - N 1926 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
lit"Ift Q I
A - S 0 - 822 N - F 453 49
Q !Iq
A-R
R - B
912 0
0 - 890
F -L
L - G
0
512
489
0
OSFLIS •i :Y
B-Q
O-C
C - O
512 0
0 -489
453 - 49
G-K
K-H
H - J
0
912
0
890
0
822
ATE
a0 278
07/03/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI an r7 SBCA) fbr safety practices prior to performing these functions. Installers shall provide temporarryy
BCSI. Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a pro pperly
id ceiling Locations shown for Dermanent lateral restraint of webs shall have braunq installed per BCSI sections B3, B7 or B10le. Apply plates to each face, of truss and position as shown above and on the aoinciDetails, unless noted otherwise. Refer to
60A-Z for standard plate positions.
a division of ITW Buildin44Compon nts Group Inc.shall not be responsible for any deviation from this drawin any failure to build theconformancewithANSIPI1, or or handh% shipping, installation and bracing of,trussesA seal on this dr wirfg or cover Dacia
this drawing,indicates acceptance of pro essrona engineering responsibilittyv solely for the design shov7n. The sui abilitytoofthisawingforanystructureistheresponsibilityoftheBuildingDesigrierper1ANSI/TPI 1 Sgec.2.
ALPINE
Mm~
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number: N333522 Ply. 1 I
SEON. 1636 / T4 / SY42
I
Cust: R R8975 JRef: 1 Wcb89750082
VARIOUS .9A6/9A7 ,258SE/258MA/258TA .RA01 Qty: 1 FROM: RDG DrwNo. 183.18.1448.55296
Truss Label: FT2GE KM / WHK 07/02/2018
1 2'111'"112
1'9 - 15'2"
12'2-4
i---i
13'5"12 4"1
1-- 2'11" - 1'4" -'i
TYP)
3X4 N2X4
A B c D E F G H I J K LM
Loading Criteria (psf) Wind Criteria
TCLL: 40.00 Wind Std: ASCE 7-10
TCDL: 10.00 Speed. 150 mph
BCLL: 000 Enclosure Closed
BCDL: 500 Risk Category: II
EXP: C
Des Ld: 55 00 Mean Height: 15.00 ft
NCBCLL: 1000 TCDL: 4.2 psf
Soffit: 2.00 BCDL 3.0 psf
Load Duration: 1.00 MWFRS Parallel Dist 0 to h/2
Spacing 24 0" C&C Dist a 3 00 ft
Loc. from endwall Any
GCpi' 0 18
Wind Duration 1.00
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #2 N
Bot chord 4x2 SP #2 N
Webs 4x2 SP #3
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC
Bracing
Sheathing is required for any longitudinal(drag)
forces. All connections to be designed by the building
designer
Special Loads
Lumber Dur Fac =1 00 / Plate Dur.Fac.=1.00)
TC. From 291 plf at 0.00 to 350 plf at 5.88
TC: From 387 plf at 5.88 to 387 plf at 9.42
TC From 350 plf at 9.42 to 291 plf at 1529
BC: From 10 plf at 0.00 to 10 plf at 15.29
TC. 324 lb Conc Load at 0 04.15.29
Plating Notes
All plates are 1.5X3 except as noted
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
See ANSI/TPI 1 Sect 7 for additional bracing
requirements Bracing material to be supplied by
erection contractor.
Truss must be installed as shown with top chord up
Snow Criteria (Pg,Pf in ESE)
Pg' NA Ct' NA CAT: N/
Pf NA Ce: NA
Lu. NA Cs: NA
Snow Duration. NA
Code / Misc Criteria
Bldg Code FBC 6th.ed 201
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/l0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL) 0.002 B 999 360
VERT(TL) 0 008 B 999 240
HORZ(LL). 0.001 AA - -
HORZ(TL): 0.002 AA
Creep Factor 2 0
Max TC CSI, 0.424
Max BC CSI: 0.030
Max Web CSI: 0.257
VIEW Ver: 17.02.01A 1115.21
i •
ATE
o
F•..'t 0Rip.••
0 278
7 ._
ONAL
07/03/2018
Maximum Reactions (Ibs), or'=PLF
Loc R /U /Rw /Rh /RL /W
O' 382 / 31 / 31 /- / - / 186
Wind reactions based on MWFRS
O Min Brg Width Reg = -
Bearing AA is a rigid surface
Bearing AA requires a seat plate
Members not listed have forces less than 375#
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A -AA 23 - 405 Z - B 82 - 449
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp Gables Tens. Comp
C - Y 72 - 431 H - T 67 482
D - X 67 - 440 I - S 67 445
E - W 67 - 477 J - R 69 424
F-V 67 -518 K-O 81 434
G - U 67 - 519 L - P 58 386
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, handlin shipping, installing.and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary
bracin per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attach d ri id ceiling.Locations shown for ermanent Iatgral restraint of webs shall have bracing installed p r BCSI sections B3, B7 or 810,
as applicaf3 e. Appplplates to each face of truss and position as shown above and on the Joint"Details, un ess noteo otherwise Defer to ALPINE
drawings160A-Z fbr standard plate positions. Alpine,
a division of ITW Build ehcComponents Group 1% shall not be responsible for any deviation from this drawino any failure to build the 91rr, M.Wrf ONinconformancewithANSI/TPI 1, or for handling shipping, installation and bracing of,trussesA seal on this dr wing or cover page , , 2400 Lake Orange Dr. listing
this drawing, indicates acceptance of pro-fessionar en ineenng responsibilittyv solely for the de n shoWn. The suitability Suite Lake
and
use of this a awing for any structure is the responsibitit of the Building Desigrfer per1ANSI/TPI 1 Sec.2.150 For
more information see this iob's aenerat notes aaae and these web sites. ALPINE www ainmeaw cam. TPI www.ininst om SBCA www sbciadustry aom• ICC www.mrsafe_ora Orlando FL, 32837
Job Number: N333522 Ply 1 SEQN: 1637 / T10 /
SY42FKM
t R R8975 JRef. 1 Wcb89750082
VARIOUS ,9A6/9A7 ,258SE/258MA1258TA ,RA01 Oty. 4 FROM: RDG No. 183 18 1448.54032
Truss Label: FT3 / WHK 07/02/2018
610"8 8'5"12 15712 if
6'10"8 17 4 69„ 8
2'
6"----{-- 2'612 —+ 1'4"8 -I I-1'4„8 -+— 2,612 T'
P) 4X6
1
5X3 III1.5X3 1111.5X3 =4X6 A
B C D E F G H AM-.
LI I I v.
ter. // w
yl
Loading
Criteria (psf) TC
L L: 40.00 TCDL
10.00 BCLL:
0.00 BCDL:
5.00 Des
Ld, 5500 NCBCLL
10.00 Soffit
200 Load
Duration: 1.00 Spacing
24 0 " 1.
5X3 —`'^`' H! 1 L)Al =-+A-# 1112X4 1112X4
15'
2"12 Wind
Criteria Wind
Std: NA Speed
NA mph Enclosure
NA Category
NA EXP:
NA Mean
Height. NA It TCDL
NA psf BCDL:
NA psf MWFRS
Parallel Dist NA C&
C Dist a- NA It Loc.
from endwall. NA I.
NA GCpi- NA Wind
Duration NA Lumber
Value
Set 13B (Effective 6/1/2013) Top
chord 4x2 SP #2 N Bot
chord 4x2 SP #2 N Webs
4x2 SP #3 Lumber
value set " 13B" uses design values approved
1/30/2013 by ALSC Plating
Notes All
plates are 3X4 except as noted Additional
Notes 2x6 #
3 HEM -FIR or better continuous strongback. Attach
to each truss where shown with 3-10d Box or Gun
nails (0.128"x3",min ). Strongback material to be
supplied by erection contractor Truss
must be installed as shown with top chord up. Snow
Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg:
NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W R
831 I - / - /_ /_ / 7.2 Pf. NA Ce NA VERT(LL): 0.115 E 999 360 Lu:
NA Cs: NA VERT(TL): 0.221 E 999 240 1 831 / - / - / - / - / 3 5 Snow
Duration NA HORZ(LL): 0 023 J - - R Min Brg Width Req = 1.5 HORZ(
TL): 0.033 B Creep
Factor. 2 0 I
Min Brg Width Req = 1.5 Bearings
R & I are a rigid surface. Code / Misc Criteria Bldg
Code: FBC 6th ed 201 Max TC CSI: 0 512 Bearing R requires a seat plate. TPI
Std: 2014 Max BC CSI. 0.769 Rep
Factors Used: Yes Max Web CSI. 0 428 Members
not listed have forces less than 375# Maximum
Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Chords Tens Comp Chords Tens Comp. Plate
Type(s) VIEW
Ver: 17.02 01A 1115 21 A -B 0 -564 E -F 0 -1875 B-
C 0 -1430 F-G 0 -1430 WAVE
C-
D 0-1875 G-H 0 -562 D -
E 0-1880 o :•
ATE O
k0
27s'''''%iss ONA Maximum
Bot Chord Forces Per Ply (Ibs) Chords
Tens.Comp. Chords Tens Comp Q-
P 1116 0 M -L 1738 0 P-
O 1738 0 L- K 1738 0 O-
N 1738 0 K -J 1115 0 N -
M 1880 0 Maximum
Web Forces Per Ply (Ibs) Webs
Tens.Comp. Webs Tens Comp A-
R 0 -812 M-F 425 59 A-
Q 899 0 F- K 0 475 Q-
B 0- 876 K- G 500 0 B-
P 499 0 G- J 0 878 P-
C 0- 476 J- H 896 0 C -
N 425 - 59 H - 1 0 807 07/
03/2018 WARNING"
READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT"
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require
extreme care in fabricating, handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nent
Safety Information, byy TPI an6 SBCA) tbr safety practices prior to performing these functions. Installers shall provide temporary per
BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly d
n99id ceiling Locations shown forpermanent lateral restraint bf webs shall have braawn installed per BC I sections $3, B7 or B10, icalsle. Apply
plates to each face, oftrussand position as shown above and on the JOtn Details, unless noted otherwise Defer to Is 160A-Z
for standard plate positions. a division of
ITW Build1'nctCompon nts Group Inc shall not be responsible for any deviation from this drpwin anv failure to build the conformance with ANSI4P1
1, or or handliriq shipping, installation and bracing of trussesA Seal on this dr wirsq or cover page , this drawing, indicates
acceptance of proTessronar en ineering responsibility solely for the des In sho n. The suitability ce of thisdrawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 gc.2. ALPINE u, my
mwNrr
2400 Lake Orange
Dr. Suite 150 Orlando
FL, 32837
Job Number: N333522 Ply: 1 SEQN 1638 / T5 / SY42 Cusl: R R8975 JRef 1 Wcb89750082
VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qly 1 FROM: RDG DrwNo 183.18.1448.53595
Truss Label. FT3G KM / WHK 07/02/2018
6'10"8 8'5"12 11'1 "4 15712
610"8 117"4 1 2'7"8 4'1"8
fi— 76" 2'6"12 —+ 1'4"8 -I 1f--- -{
TYP)
15X3 =4X4 =4X6 1111.5X3 1111.5X3 =3X4 1112X4 =4X6
A B C D E F G H I
II
P N M L n-
Loading Criteria (pso
TCLL' 4000
TCDL. 10.00
BCLL' 0.00
BCDL: 5.00
Des Ld 55.00
NCBCLL. 10.00
Soffit: 200
Load Duration 1.00
Spacing: 24.0 "
1.5X3 =4A4 ill1.UAJ —'fA4 =JA4 =4AIU =Ono 1112X4
1112X4
15712
Wind Criteria
Wind Std: NA
Speed NA mph
Enclosure NA
Category: NA
EXP. NA
Mean Height NA It
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist NA
C&C Dist a: NA It
Loc from endwall: NA
I: NA GCpr NA
Wind Duration- NA
Lumber
Value Set. 13B (Effective 6/1/2013)
Top chord 4x2 SP #1
Bot chord 4x2 SP 2400f-2 OE
Webs 4x2 SP #3
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Special Loads
Lumber Dur Fac =1 00 / Plate Dur.Fac.=1.00)
TC: From 180 plf at 0.00 to 180 plf at 848
TC From 100 plf at 8 48 to 100 plf at 15.10
BC From 10 plf at 0.00 to 10 plf at 15.10
TC: 465 lb Conc. Load at 11.13
Plating Notes
All plates are 6X6 except as noted.
Additional Notes
2x6 #3 HEM -FIR or better continuous strongback.
Attach to each truss where shown with 3-1 Od Box or
Gun nails (0 128"x3",min.). Strongback material to
be supplied by erection contractor.
Truss must be installed as shown with top chord up
Snow Criteria (Pg,Pf in PSF) DeFl/CSI Criteria Maximum Reactions (Ibs)
Pg NA Ct NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W
R 1442 / - / - / - / - / 7.2Pf: NA Ce: NA VERT(LL): 0.242 E 723 360
Lu. NA Cs. NA VERT(TL): 0.368 E 574 240 J 1670 / - / - / - / - / 3.5
Snow Duration NA HORZ(LL): 0.030 B - R Min Brg Width Req = 1.5
HORZ(TL): 0 038 B
Creep Factor: 2.0
J Min Brg Width Req = 1.5
Bearings R & J are a rigid surfaceCode / Misc Criteria
Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.897 Bearing R requires a seat plate.
TPI Std: 2014 Max BC CSI- 0 693
Rep Factors Used. Yes Max Web CSI. 0 869 Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs) FT/RT 12(0)/10(0) Chords Tens Comp Chords Tens. Comp.
Plate Type(s)
VIEW Ver: 17.02.OtA.1115.21 A - B 0 -973 E - F 0 -3286
B- C 0- 2484 F- G 0- 3123
WAVE
C- D 0- 3272 G- H 0- 3123
D- E 0- 3287 H- 1 0- 1146
y • •
ATE
4 1,
s ..._... N,,,
40278 ' ,._TONAL r..4
07/03/2018
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens Comp. Chords Tens. Comp
Q- P 1942 0 N- M 3287 0
P- O 3027 0 M- L 3353 0
O- N 3027 0 L- K 2302 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
A-R 0 -1411 F -L 0 -478
A- Q 1552 0 G- L 0 - 578
O- B 0- 1538 L- H 1233 0
B- P 883 0 H- K 0- 1836
P- C 0- 846 K- 1 1826 0
C-N 859 0 1-1 0 -1624
N - D 0 -427
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
isses require extreme care in fabricating, handlingg shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building mponentSafetyInformation, by TPI an c7 SBCA) fbr safety practices prior to performing these functions. Installers shall provide temporary icin er
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ach d
rigid ceiling Locations shown for permanent lateral restraint bf webs shall hay bracing Inslplled per BCI sections 83, B7 or 10, app Ica
e. AppTy plates to each face of truss and position as shown above and on tI a Join Details, unless noted otherwise. f efer to ALPINE swings
160A-Z for standard plate positions iine, a
division of ITW BuiId''n Components Group Inc. shall not be responsible for any deviation from this drewinq any failure to build the M.MyM.,W ss inconformancewithAN11/ PI 1, or or handling shipping, installatldn and bracing of trussesA seal on this dr8wirlq or cover page , , 2400 Lake Orange Dr. mg thisdrawing,indicates acceptance of pro essiona en ineenng responsibilitty solely for the desi n shov7n. The suiCability Suite 150 d useofthisrawingforanystructureistheresponsibilitoftheBuildingDesigrierperANSI/TPI 1 S c.2. more information
see thisjob's general notes page and these web saes: ALPINE: w al ineitw.com; TPI, www.t inst or ; SBCA, www,sbctndusl com; ICC: www.iccsafe.org Orlando FL. 32837
Job Number: N333522 Ply 1 SEON. 1639 / T57 / SY42 Cust: R R8975 JRef: 1 Wcb89750082
VARIOUS ,9A6/9A7 .258SE/258MAf258TA ,RA01 Oty: 2 FROM: RDG DrwNo. 183.18.1448 54001
Truss Label: FT4 KM / WHK 07/02/2018
6' 10"8 9'3" 12 14' 10" 12
6'10"8 2'6"4 + 57' '
1
4"8 ,S5 '8
2,6„ ''— 2'6„1 2 _'+'. 1,4„8 h"
T'P)
4X6
1.5X3 = 3X4 III 1.5X3 1114X6
A B C D E FG HI
Loading Criteria (psf) Wind Criteria
TCLL 40.00 Wind Std NA
TCDL. 1000 Speed: NA mph
BCLL. 0.00 Enclosure: NA
BCDL: 5.00 CategoryNA EXP:
NA DesLdF55.00 Mean Height: NA ft NCBCLL:
10.00 TCDL' NA psf Soffit.
200 BCDL: NA psf Load
Duration' 1 00 MWFRS Parallel Dist: NA Spacing:
24.0 " C&C Dist a: NA ft Loc.
from endwall NA I.
NA GCpr NA Wind
Duration: NA Lumber
Value
Set: 13B (Effective 6/1/2013) Top
chord 4x2 SP #2 N Bot
chord 4x2 SP #1 Webs
4x2 SP #3 Lumber
value set " 1313" uses design values approved
1/30/2013 by ALSC Plating
Notes All
plates are 3X3 except as noted Additional
Notes 2x6 #
3 HEM -FIR or better continuous strongback. Attach
to each truss where shown with 3-10d Box or Gun
nails (0. 1 28"x3", min). Strongback material to be
supplied by erection contractor Truss
must be installed as shown with top chord up. K
J 4X4
1111.5X3 14'
10"12 T
in
Snow
Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg:
NA Ct: NA CAT. NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W Pf.
NA Ce NA VERT(LL). 0.159 D 999 360 R 817 / - / - 1- / - 7 3 Lu:
NA Cs: NA VERT(TL): 0 349 D 678 240 H 804 / - / - / - / - 3.5 Snow
Duration. NA HORZ(LL)' 0.035 B - - R Min Brg Width Reg = 1.5 HORZ(
TL) 0.055 B H Min Brg Width Reg = 1.5 Code /
Misc Criteria Creep Factor: 2.0 Bearings R & H are a rigid surface. Bldg
Code FBC 6th ed 201 Max TC CSI: 0.849 Bearing R requires a seat plate. TPI
Std: 2014 Rep
Factors RepFactors Used Yes Max
BC CSI 0 828 Max
Web CSI: 0.456 Members not listed have forces less than 375# 0(
0) FT/Chords Maximum
Top Chord Forces Per Ply (Ibs) Plate
Type(s) Tens.
Comp Chords Tens. Comp. WAVE
VIEWVer,17.02.01A.1115.21 A-B 0 -552 E -F 0 -1482 B -
C 0 -1396 F -G 0 -596 C-
D 0-1783 G-H 0 -641 D-
E 0-1789 Maximum
Bot Chord Forces Per Ply (Ibs) Chords
Tens.Comp. Chords Tens Comp Q-
P 1093 0 N- M 1789 0 P-
O 1700 0 M- L 1785 0 O-
N 1700 0 L- K 1198 0 Maximum
Web Forces Per Ply (Ibs) Webs
Tens.Comp Webs Tens. Comp. A-
R 0 -798 C-N 410 110 A-
Q 881 0 E -L 0 575 fRM,
Q- B 0- 858 L- F 461 0 x
A ' C Vj' Fi • B- P 482 0 F- K 0 884 x, QOIVIV•
P-
C 0 -468 K- H 958 0 ATE
r
y,
p•.••.cZ OR\OP•.•c,a,,
NAI-
N are' oz78E07/
03/2018 WARNING"
READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require
extreme care in fabricating, handlingg shi pin in%alling.and bracing. , Refer to and follow the latest edition of SCSI (Building nentSafetyInformation, by TPI and SBCA) fb safety ractices prior to performing these functions. Installers shall provide temporary per
BCSI Unless noted o herwise,top chord shall have proper)y attached structural sheathing and bottom chord shall have a proper y drlAidcelllnqLocationsshownforpermanentlateralrestraintyfwebsshallhavbracininsailedperBCSIsectionsB3, B7 or p10 icatee. Apply prates to each face, of truss and positron as shown above and on t,e Join Details, unless noted otherwise. Refer to Is
160A-Z for standard plate positions. a
division of ITW Building Components Gaup Inc shall not be responsible for any deviation from this drpwing any failure to build the conformance
with ANSI/TPI 1, or for handliriq, shipping, installation and bracing of,trussesA seal on this drawirfg or cover page , this
drawing indicates acceptance of pro) essionar en ineeriny responsibility solely for the design shoVn. The suiTability ieofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrferperANSI/TPI 1 Sec.2. information
see this iob's oeneral notes name and these web sites ALPINF, www ainmeitw.en— TPI- www tminst mro- RRr.A- www shmmdmsim emm Mr. www i—f ALPINE
A
moo'mp Y 2400
Lake Orange Or Suite
150 Orlando
FL, 32837 41
Job Number: N333522 Ply. 1 SEON: 1640 / T7 / SY42 Cust RR8975 JRef. 1W089750082
VARIOUS .9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty: 5 FROM ROG DrwNo: 183 18.1448.54655
Truss Label. FT5 KM / WHK 07/02/2018
Loading Criteria (pso
TCLL 4000
TCDL: 10.00
BCLL 0.00
BCDL: 500
Des Ld: 55.00
NCBCLL: 1000
Soffit: 2.00
Load Duration: 1.00
Spacing, 24 0 "
00
5'6" + TY4 + 11'4"l2
56" 1 9 4 4'1"8
81 2,6„ '{
NP)
3X6 = 3X4
1.5X3 = 3X4 = 3X4 III 1.5X3 = 3X4 =1 5X3
A B C D E F
i ira
im
m.
v. ri IIII,
1.5X3
1112X4
Wind Criteria
Wind Std NA
Speed. NA mph
Enclosure. NA
Category: NA
EXP: NA
Mean Height NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist NA
C&C Dist a: NA ft
Loc from endwall: NA
I NA GCpi. NA
Wind Duration NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #2 N
Bot chord 4x2 SP #2 N
Webs 4x2 SP #3
Lumber value set " 13B" uses design values
approved 1/30/2013 by ALSC
Additional Notes
See ANSI/TPI 1 Sect 7 for additional bracing
requirements. Bracing material to be supplied by
erection contractor.
Truss must be installed as shown with top chord up
IIIZA4
11'4"12
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
Pg. NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W
N 620 / - / - / - / - / 7 3Pf: NA Ce: NA VERT(LL): 0.079 C 999 360
Lu- NA Cs: NA VERT(TL) 0 173 C 999 240 H 607 / - / - / - / - / 3.5
Snow Duration NA HORZ(LL) 0.021 B - - N Min Brg Width Req = 1.5
HORZ(TL). 0.033 B
Creep Factor. 2 0
H Min Brg Width Reg = 1 5
Bearings N 8 H are a rigid surface. Code / Misc Criteria
Bldg Code: FBC 6th ed 201 Max TC CSI 0.612 Bearing N requires a seat plate.
TPI Std: 2014
Rep Factors Used: Yes
Max BC CSI: 0.758
Max Web CSI: 0.300
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs) FT/RT 12(0)/10(0)
Plate Type(s):
Chords Tens Comp Chords Tens. Comp.
VIEW Ver: 17.02.01A.1115.21 A - B 0 -394 D - E 0 -994WAVE
B -C 0 -917 E -F 0 -381
C-D 0-1001
O4`
S
7 \
y,
3 % \/P0. 7bItAtS
4s .o :' ATE
OR0F6 .t:
ao z7s'' 00 ONAI. VN,s
a°
07/03/2018
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
M-L 779 0 K -J 1001 0
L- K 1004 0 J- 1 770 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens Comp
A-N 0 -602 E - 1 0 -618
A- M 629 0 1- F 606 0
M-B 0 -612 F -H 0 -557
J - E 445 0
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 shippin installing.and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fbr safety ractjces prior to performing these functions. Installers shall provide temporary
bracin per BCSI.. Unless noted c herwise,top chord shall have properIg attached structural sheathing and bottom Chord shall have a proper yattachgdrigidceilingLocationsshownforpermanentlateralrestraintbfwebsshallhavebraacingqinstalledperBCSIsectionsB3, B7 or B10
as applicable. Apply plates to each face or truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to
ALPINEdrawings160A-Z for standard plate positions.
Alpine, a division of ITW Build1ncLComponents Group Inc. shall not be responsible for any deviation from this drpwin any failure to build the mtrussincgnformancewithANIITPI1, or for handling, shipping, installation and bracing of,trussesA seal on this drawn yg or cover pa e , , 2400 Lake Orange Dr. listing this drawin indicates acceptance of progessionag engineering responsibility solely for the des i n shown. The suit9abllity Suite 150anduseofthisgnawingforanystructureis
p e responsibilit9lof the Building Desigrier per ANSI/TP1 1 W.2.
Orlando FL, 32837Formoreinformationseethisjob's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com: ICC, www.iccsafe.org
A J
Job Number: N333522 Ply: 1 SEON• 1641 / T2 / SY42 Cust RR8975 JRef 1Wcb89750082
VARIOUS .9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty: 1 FROM. RDG DrwNo: 183.18.1448.53985
Truss Label: FT6 KM / WHK 07/02/2018
L 5'6" i 7'0"12 i 11'4"8
r 56"
f
1'6"12 ' 4'3"12
2'6" 11
TYP)
3X6 3X3
1.5X3 = 3X4 3X4 III 1.5X3 = 3X3 1113X6
A B C D E F GH
T 5"12
T
1 5"12 f Ii
O N M L K J I
15X3 =
3X4 3X4 1111.5X3 3X4 =3X4 1111.5X3
11'4"8
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
TCLL: 40.00 Wind Std NA Pg: NA Ct NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W
TCDL 10.00 Speed: NA mph Pf: NA Ce NA VERT(LL): 0.077 L 999 360 O 625 / - / - / - / - 7.3
BCLL: 000 Enclosure- NA Lu NA Cs: NA VERT(TL) 0.154 C 999 240 G 610 / - / - / - / - 3.3
BCDL 5.00 Category. NA Snow Duration NA HORZ(LL) 0.018 B - - O Min Brg Width Req = 1.5
EXP NA
Des Ld. 55 00 HORZ L : 0.029 B G Min Br Width Re 1 5gq
Mean Height: NA ft
NCBCLL: 10.00 TCDL. NA psf
Code / Misc Criteria Creep Factor: 2.0 Bearings O & G are a rigid surface.
Soffit: 2.00 BCDL: NA psf Bldg Code FBC 6th ed 201 Max TC CSI: 0.639 Bearing O requires a seat I9qpate.
Load Duration. 1 00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.698
Members not listed have forces less than 375#
Spacing: 24.0 " C&C Dist a: NA ft Re Factors Used: Yesp Max Web CSI: 0.319
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: NA FT/RT:12(0)/10(0)
Chords Tens.Comp. Chords Tens. Comp
I: NA GCpi. NA Plate Type(s):
Wind Duration: NA WAVE VIEW Ver 17.02 01A 1115.21 A - B 0 -398 D - E 0 -1020
Lumber
B-C 0 -929 E-F 0 -406
C- D 0 -1026 F- G 0 - 448
Value Set 13B (Effective 6/1/2013)
Top chord 4x2 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 4x2 SP #2 N Chords Tens.Comp. Chords Tens Comp. Webs 4x2 SP #3
Lumber value set " 1313" uses design values N - M 785 0 L - K 1026 0
approved 1 /30/2013 by ALSC M- L 1028 0 K- J 851 0
Additional Notes
Maximum Web Forces Per Ply (Ibs)
See ANSI[TPI 1 Sect 7 for additional bracing Webs Tens Comp. Webs Tens. Comp.
requirements. Bracing material to be supplied by
erection contractor A- O 0 -607 K- E 377 0
Truss must be installed as shown with top chord up.
A - N 635 0 E - J 0 - 640
N -B 0 -616 J -G 669 0
D •
o • ATE
t
OR`OP••ac
a0 278 E
07/03/2018
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, handlingq shippin installing and bracing Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) ib safety radices prior to performing these functions. Installers shall provide temporary
bracing per BCSI Unless noted otherwise,top chord shall have proper)V attached structural sheathinq and bottom Chord shall have a properly
attached rigid ceilin Locations shown for permanent lateral restraint bf webs shall hav bracing installed per BCSI sections B3, B7 or 810,
as applica e. Applgy plates to each face of truss and position as shown above and on t e Joint Details, unless noted otherwise Defer to
ALPINEdrawings160A-Z for standard plate positions.
Alpine, a division of ITW BuilMh omponents Grpup InG shall not be responsible for any deviation from this drawing any failure to build the NJ MCO NN
truss in conformance with ANSIfI 1 1, or for handlirlq, shipping, installation and bracing of trussesA seal on this drBwinq or cover page , , 2400 Lake Orange Dr.
listing this drawing, indicates acceptance of pproTessionar eggineerim responsibilitty solely for the desi n shoWn. The sui ability
and use of this awing for any structure is [he responsibility of the Building DesigrSer per ANSI/TPI 1 Sec.2. Suite 150
For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI, www t inst or , SBCA www sbcindust .com, ICC, www. icesafe.org Orlando FL, 32837
Job Number: N333522 Py. 1
I
SEON. 1642 / T1 / SY42
I
Cust: R R8975 JRef: 1 Wcb89750082
VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA0l Oty 10 FROM: RDG DrwNo, 183.18.1448.53954
Truss Label: FT7 KM / WHK 07/02/2018
Loading Criteria (psr)
TCLL' 40.00
TCDL 1000
BCLL' 000
BCDL 5.00
Des Ld 55.00
NCBCLL. 10.00
Soffit: 2.00
Load Duration: 1.00
Spacing: 24.0 "
T
00
1
5'6"
5'6"
4"8
2,6„
TYP)
7' 1 "2 11'4"10
172 4'3"8
V312 P5
3X6 = 3X3
1 5X3 = 3X4 = 3X4 III 1.5X3 = 3X3 III3X6
A B C D EF GH
T
1
1-10 N M L K J I
1.5X3 =
3X4 = 3X4 III 1.5X3 = 3X4 = 3X4 III 1.5X3
1112X4
Wind Criteria
Wind Std. NA
Speed: NA mph
Enclosure. NA
Category: NA
EXP NA
Mean Height. NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist NA
C&C Dist a: NA ff
Loc from endwall. NA
I NA GCpi NA
Wind Duration: NA
Lumber
Value Set. 13B (Effective 6/1/2013)
Top chord 42 SP #2 N
Bot chord 4x2 SP #2 N
Webs 42 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Additional Notes
See ANSI/TPI 1 Sect 7 for additional bracing
requirements Bracing material to be supplied by
erection contractor.
Truss must be installed as shown with top chord up
11'4"10
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
Pg. NA Ct: NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W
Pf: NA Ce. NA VERT(LL): 0 078 L 999 360 O 626 / - / - / - / - 7.2
Lu: NA Cs: NA VERT(TL): 0.157 C 999 240 G 609 / - / - / - / - 3.0
Snow Duration NA HORZ(LL) 0 018 B - O Min Brg Width Req = 15
HORZ(TL) 0 029 B G Min Brg Width Req = 15
Code I Misc Criteria Creep Factor: 2.0 Bearings O 8 G are a rigid surface
Bldg Code: FBC 6th.ed 201 Max TIC CSI: 0.643 Bearing O requires a seat plate
TPI Std: 2014 Max BC CSI, 0.705
Rep Factors Used. Yes Max Web CSI 0.320 Members not listed have forces less than 375#
FT/RT.12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s)
WAVE VIEW Ver: 17.02.01A 1115 21 A - B 0 -D - E 0 -
B- C 0-93333 E- F 0 -403403
C -D 0-1031 F -G 0 -449
V V • VVTV
ATE
0 278 'Iry4,ONAw t
v
07/03/2018
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens Comp. Chords Tens Comp
N-M 788 0 L -K 1031 0
M- L 1033 0 K- J 854 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A-O 0 -609 K -E 381 0
A- N 637 0 E- J 0 - 642
N -B 0 -618 J -G 672 0
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, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component
Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy bracingper
BCSI. Unless noted olherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attachd
rigid ceiling Locations shown for permanent lateral restraint bf webs shall have bracing installed per BCSI sections 133, B7 or B10 as
applicable. Apply plates to each face ortruss and position as shown above and on the Joinf"Details, unless noted otherwise. Refer to' ALPINE
drawings160A-Z for standard plate positions. Aping,
a division of ITW Bulldin$cLComponents Group InC. shall not be responsible for any deviation from this drawin any failure to build the ,,,t m,,,.,,,,,. truss
in conformance with ANSI/TPI 1, or for handling shipping, Installation and bracing of trussesA seal on this dr wing or cover page, , 2400 Lake Orange Dr. listingthis
drawing, indicates acceptance f pro essiona en ineenng res onsibilitty,vsole) for the design shov7n. The s i abill and
se of this awing for any structure is the responsibilit of the Building Desigrier perIANSI/TPI 1 Sec.2. ty,
Suite 150 For
more information see this job's general notes page and these web sites ALPINE www.al ineitw cam. TPI, www t inst or . SBCA, www sbandust .com; ICC: www iresafe org Orlando FL, 32837 4
J
Job Number: N333522 Ply: 1 SEQN: 1643 / T13 / SY42 Cust R R8975 JRef: 1 Wcb89750082
VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty: 1 FROM: RDG DrwNo: 183.18.1448.53424
Truss Label: FT7GE KM / WHK 07/02/2018
2'11"12 5'3"2 6'9"2 8'4"2 11, 1"2 1' "14
1'2"12 2'3"6 1'6" 1'7" 2'9" "12
1.3" -- r r
4" 1'2"12 9"14
F F- ' F. 1.2..8 I I i F 1,3" i i'- 1.7" -'i I' 1.2"2 'i I' 1'2"6 "
04A B C
11104 1113X4
D E F
3X33X3 1113X6 =6X6
G H I J K
m
P O N M L
T S R Q
1114X4 6X6
1112X4 —3X4
t- 5'3"14 6'1"
11'4"14
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or'=PLF
TCLL: 40.00 Wind Std: ASCE 7-10 Pg. NA Ct: NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W
TCDL: 1000 Speed 150 mph Pf: NA Ce: NA VERT(LL) 0.053 N 999 360 T' 316 / 29 / 30 / - 1- / 60.7
BCLL: 0.00 Enclosure Closed Lu NA Cs NA VERT(TL): 0.213 N 554 240 p 1158 / 99 / 95 / - / - / 6.4
BCDL: 5.00 Risk Category: II Snow Duration NA HORZ(LL): -0.011 J - J 1330 / 112 / 102 / - / - / 3.2
EXP C HORZ L : 0.026 J Wind reactions based on MWFRSDesLd: 55.00 Mean Height. 15.00 tt ) 9 Code / Misc Criteria CreepFactor: 2.0 T Min Brg Width Req = _ NCBCLL 10 00 TCDL. 4 2 psf
Soffit: 2.00 BCDL: 3.0 psf Bldg Code FBC 6th ed 201 Max TC CSI 0.881 P Min Brg Width Req = 1.5
Load Duration 1 00 MWFRS Parallel Dist: 0 to h/2 TPI Sid. 2014 Max BC CSI 0.908
J Min Brg Width Req =
Spacing: 24 0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI. 0.760
Bearings T, P, & J are a rigidd surface.
0 /10 0
Bearings T & P require a seat plate.
FT/RT-20Loc. from endwall: Any () ( )
GCpi: 0.18 Plate Type(s) Members not listed have forces less than 375#
Wind Duration: 1 00 WAVE VIEW Ver: 17.02 01A 1115 21 Maximum Top Chord Forces Per Ply (Ibs)
Lumber Chords Tens.Comp. Chords Tens. Comp.
Value Set, 13B (Effective 6/1/2013) E - F 220 -1200 H - 1 211 - 1099
Top chord 4x2 SP #1 :T2 4x2 SP #2 N F - G 226 -1233 1-1 204 - 1069
Bot chord 4x2 SP #2 N G - H 205 -1076
Webs 4x2 SP #3
Lumber value set "13B" uses design values Maximum Bot Chord Forces Per Ply (Ibs)
approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp.
Special Loads P - O 420 - 86 N - M 1238 - 227
Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) O - N 1233 -226
TC' From 291 plf at 0.00 to 350 plf at 5.88
TC. From 387 plf at 5.88 to 387 plf at 11.28 Maximum Web Forces Per Ply (Ibs)
BC From 10 pIf at 0.00 to 10 plf at 10.97 Webs Tens.Comp. Webs Tens Comp
Plating Notes A - T 119 - 655 E - O 1239 - 214
All plates are 1.5X3 except as noted. c A - S 576 -117 O - F 135 - 824
S - B 116 - 453 M - J 1597 - 305
Wind ••• • ••••• ''
f
P - E 203 -1200
Wind loads based on MWFRS with additional C&C h ` c •
member design a
V •••V
v•• •
Maximum Gable Forces Per Ply (Ibs)
Gables Tens Comp. Gables Tens. Comp
Additional Notes
O. 648 '
See ANSITTPI 1 Sect 7 for additional bracing ; C - R 94 -425 I - M 184 913
requirements. Bracing material to be supplied by * ; *. * _ D - Q 80 -444
erection contractor. _
Provide for complete drainage of roof.
Truss must be installed as shown with top chord up . : • (/
a0 278 s,T/ONAL w1 a'
wtrf)uw
07/03/2018
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatin . handlingq shippin installing and bracing.Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) fbr safety ractices prior to performing these functions. Installers shall provide temporary
bracin peg BCSI. Unless noted olherwise,top chord shall have pro erlyy attached structural sheathing and bottom Chord shall have a properlyattachriidceilinLocationsshownforpermanentlateralrestrintOfwebsshallhavbracingInstalledperBCSIsctlons83, 87 or 810,
as app ica e. App y plates to each face of truss and pcsition as shown above and on tt a JoinrDetails, unless note otherwise. Refer to
ALPINEdrawings160A-Z for standard plate positions.
Alpine, a division of ITW Buildl1nccLLComoonents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the ,,,w,;AM
truss in conformance with ANSI/TPI 1; or for handling, shipping, installation and bracing of trussesA Seal on this dr wing or cover Dacia , ,
listing this drawing indicates acceptance of pro essiona en ineerinq responsibiei solely for the desi n shovTn. The sui ability 2400 Lake Orange Dr
and use of this drawing for any structure is the responsibilit of the Building Designer perANSI/TPI 1 ac.2. Suite 150
For more information see this job's general notes page and these web sites: ALPINE, www aipineitw.com: TPI: www.tpinsi.org: SBCA: www.sbdndustry.com. ICC: www.iccsafe.org Orlando FL, 32837
Job Number: N333522 Ply 1 SEON: 1644 / T3 / SY42
I
Cust. R R8975 JRef. 1 Wcb89750082
VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty. 1 FROM: RDG DrwNo: 183 18 1448.55250
Truss Label: FTBG KM / WHK 07/02/2018
Loading Criteria (psf)
TC L L: 40.00
TCDL: 1000
BCLL 000
BCDL 500
Des Ld: 55.00
NCBCLL 1000
Soffit 200
Load Duration 1 00
Spacing 24 0 "
Wind Criteria
Wind Std NA
Speed NA mph
Enclosure NA
Category NA
EXP: NA
Mean Height. NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA tt
Loc. from endwall, NA
I: NA GCpi. NA
Wind Duration, NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #2 N
Bot chord 4x2 SP #2 N
Webs 4x2 SP #3
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Special Loads
Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC. From 100 pit at 0.00 to 100 plf at 3.43
BC' From 10 pit at 0.00 to 10 plf at 3.43
TC: 610 lb Conc Load at 1.58
Additional Notes
Truss must be installed as shown with top chord up.
1'7"8 1'9"11 3'S" 3
1'7" 8 8
f -- 1'3"12 - -{
F3 1,3„12
III1.5X3
4X4 1111.5X3 =3X6
A B C D
T
in
1
1112X4
G F
3X4
3X4
i- 3'5"3
Snow Criteria (Pg,Pf in PSF)
Pg NA Ct NA CAT: W
Pf NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code, FBC 6th ed
TPI Std 2014
Rep Factors Used: Yes
FT/RT 12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria Maximum Reactions (Ibs)
PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W
H 522 / - / - / - / - / 4.0VERT(LL): 0 016 B 999 360
VERT(TL): 0.028 B 999 240 E 465 /. I- /- / - / -
HORZ(LL): 0.002 B - - H Min Brg Width Reg = 1.5
HORZ(TL) 0 003 B E Min Brg Width Reg = -
Creep Factor 2 0 Bearing H is a rigid surface.
Max TC CSI: 0 275
Max BC CSI 0 294 Members not listed have forces less than 375#
Max Web CSI: 0.259 Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp Chords Tens Comp
B-C 0 -391 C-D 0 -376
Maximum Bot Chord Forces Per Ply (Ibs)
VIEW Ver, 17.02 01A 1115 21
Chords Tens Comp
G - F 391 0
OO
o•; ATE Q
0 278 Y%,z`- NAL OToO
07/03/2018
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp Webs Tens. Comp.
A- H 0 -494 F- D 545 0
A- G 533 0 D- E 0 - 447
G-B 0 -471
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, handlin shippin installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an n SBCA) for safety ractices prior to performing these functions. Installers shall provide temporary
bracin per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper yattachdrqidceilingLocationsshownforpermanentlateralrestraint6fwebsshallhavebrcinginstalledperBCSIsections $3, B7 or 910,
as app ICa e. AppTy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise Refer to
ALPINEdrawings160A-Z for standard plate positions.
Alpine, a division of ITW BuildlncL omponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the ,a M1tA.n
truss In conformance with ANSIrt 1 1, or for handliriq shipping, installatidn and bracing of trussesA seal on this dr8wirfq or cover page, , 2400 Lake Orange Dr
stingthis drawing indicates acceptance of pro essiona engineering res onsibilitt solely for the design shovTn. The suifabill
Suite
Lake
and se of thisdrawing, for any structure is
p e responsibilit,7of the Building Desigrfer per'ANSI/TPI 1 Sec.2. ty150
For more information see thisjob's goneral notes page and these web sites ALPINE: www al tneitw corn; TPI www t inst or . SBCA www sbandust ccm; ICC w iccsafaorg Orlando FL, 32837
Job Number: N333522 pty. 1 SEQN. 1645 / T73 / SY42 Cust: RR8975 JRef. 1Wcb89750082
VARIOUS .9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty 1 FROM.HMT DrwNo. 183 18 1448 54562
Truss Label: FT10G KM / PPH 07/02/2018
178 2'4"7 3'11"15
17'8 '+ 81,151 17-8 -i
1'3"12 --{
F31 1'3"12
4X6 1112X4 III2X4 =3X6
A B C D
T
T
T
H G F E
4X4 =4X4 1112X4
1113X3
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria • Maximum Reactions (Ibs)
TCLL: 40.00 Wind Std. NA Pg: NA Ct: NA CAT NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W
TCDL. 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL)' 0 023 C 999 360 H 2O08 / - / - I - / - / 4.0
BCLL: 0.00 Enclosure. NA Lu NA Cs NA VERT(fL) 0.042 C 999 240 E 505 /-
BCDL: 5.00 Category: NA Snow Duration' NA HORZ(LL). -0 009 D - H Min Brg Width Req = 1.5
Des Ld 5500
EXP: NA
HORZ(TL): 0.013 D - - E Min Brg Width Req = -
Mean Height: NA ft
Bearing is rigidNCBCLL. 10 00 Code / Misc Criteria Creep Factor: 2.0 g H a g id surface.
TCDL: NA psf
Soffit: 2.00 BCDL NA psf Bldg Code: FBC 6th.ed 201 Max TC CSI 0.860
TPI Std 2014 Max BC CSI 0 319 Members not listed have forces less than 375# Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 " C8C Dist a' NA ft Rep Factors Used: Yes Max Web CS] 0.384 Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall NA FT/RT 12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp
I: NA GCpi NA Plate Type(s): A - B 0 -416 C - D 0 -415
5.2WindDuration: NA WAVE VIEW Ver: 17 02.01A.1111 B - C 0 -438
Lumber
Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Top chord 4x2 SP #2 N
Bot chord 4x2 SP #2 N G - F 438 0
Webs 4x2 SP #3
Lumber value set "13B" uses design values Maximum Web Forces Per Ply (Ibs)
approved 1/30/2013 by ALSC Webs Tens Comp Webs Tens Comp.
Special Loads A- H 0 -2011 C- F 0 -475
Lumber Dur.Fac.=1 00 / Plate Dur.Fac.=1.00) A - G 692 0 F - D 597 0
TC: From 4 plf at 0 00 to 4 plf at 4.00 G - B 0 -450 D - E 0 -468
BC. From 10 plf at 0 00 to 10 plf at 400
TC 804 Ib Conc. Load at 0.15. 0.34. 2 15
Additional Notes
QrtTrussmustbeinstalledasshownwithtopchordup ` r
o=; ATE
y p•.••L 0R OP,o`k.
0278' S ONAIL-`_,r9
07/03/2018
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 (BuildingComponentSafetyInformation, by TPI an a SBCA) f$r safety practices prior to performing these functions. Installers shall provide temporarryy
bracing per BCSI Unless noted o herwise,top chord shall have property attached structural sheathing and bottom Chord $hall have a properly
attach) rigid ceiling Locations shown for permanent lateral restraint bf webs shall have braacin installed per BC51 secoons 133, B7 or 810,
as app ica a AppTy Oates to each face of truss and position as shown above and on the Join( -Details, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions.
Alping, a division of ITW Buildl1'npp Compon nts Group In, . shall not be responsible for any deviation from this drawing any failure to build the n ro,wrytrussinconformancewithAN1, or or handling shipping, installation and bracing of,trussesA seal on this dr%winqg or cover page , , 2400 Lake Orange Dr. listingthis drawing indicates acceptance of proTessionar en ineenny res onsibilitty sole) for the des i n shov7n. The suiCabili 9andseofthisurawingToranystructureistheresponsibiIWofthebuildingDesigrferperyANSI/TPI 1 Sec.2. ry Suite 150
For more information see this job's general notes page and these web sites: ALPINE www al ineaw com; TPI: www t inst or , SBCA www sbandust ,com; ICC: www.iccsafe org Orlando FL, 32837
Job Number, N333522 Ply: 1 SEON: 1585 / T37 / COMN Cust' R R8975 JRef 1 Wcb89750082
VARIOUS .9A6/9A7 ,258SE/258MA/258TA ,RA01 Oly 8 FROM PFH DrwNo 183.18 1448 53861
Truss Label: Al KM / FV 07/02/2018
7'10"14 15' 22'12 30'
7'10"14 T 2 7'1"2 T10"14
Loading Criteria (psf)
TCLL: 20.00
TCDL: 17.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 47.00
NCBCLL. 10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
5X5D
30'
f 1' 10, 10, 10, 1'
10, 20' 30'
Wind Criteria
Wind Std ASCE 7-10
Speed: 150 mph
Enclosure: Closed
Risk Category: II
EXP. C
Mean Height: 24 19 It
TCDL: 4.2 psf
BCDL: 5 0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a 3 00 It
Loc from endwall: not in 4.50 It
GCpi 0 18
Wind Duration 1 60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #1 .132 2x6 SP #2 N:
Webs 2x4 SP #3 .W2, W3 2x4 SP #2 N:
Lt Wedge 2x4 SP #3:'Rt Wedge 2x4 SP #3.
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 47-high x 24"-wide
clearance.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf: NA Ce NA
Lu NA Cs NA
Snow Duration NA
Code / Misc Criteria
Bldg Code, FBC 6th ed
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/l 0(0)
Plate Type(s):
WAVE
WARNING" READ AND FOLLO
IMPORTANT" FURNISH THIS DRAWING TO
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0126 H 999 360
VERT(TL): 0.438 H 999 240
HORZ(LL): 0 046 H - -
HORZ(TL): 0.103 H
Creep Factor. 2.0
Max TC CSI 0.936
Max BC CSI. 0.798
Max Web CSI. 0.668
VIEW Ver: 17.02.01A.1115.21
J •
A: ATE
07/03/2018
W ALL NOTES ON THIS DRAWING!
ALL CONTRACTORS INCLUDING THE INSTALLERS
the latest edition of BCSI (Building
Installers shall provide temporarryy
bottom chord shall have a propperly
per BCSI sections B3. B7 or B10
unless notetl otherwise f7efer to'
Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
B 1643 / 704 / 1025/ - / 287 / 4 0
F 1643 / 704 / 1025/ - / - / 4 0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.9
F Min Brg Width Req = 1.9
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - C 1115 - 2701 D - E 1140 - 2425
C - D 1140 - 2423 E - F 1115 - 2702
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens Comp. Chords Tens. Comp.
B - 1 2289 - 852 H - F 2291 - 852
1- H 1564 -439
Maximum Web Forces Per Ply (Ibs)
Webs Tens Comp Webs Tens Comp.
C - 1 398 - 513 D - H 902 - 422
1 - D 900 - 422 H - E 398 - 513
ing, a division of ITW Build 11nccLLComponents Group Inc shall not be responsible for any deviation from this drpwinq anv failure to build the
ss in conformance with ANSIlTPI 1, or for handIlrSC shipping, installation and bracing of,trussesA seal on this dr8wirfg or cover page ,
Ling this drawing, indicates acceptance of pro essiona en ineerinq responsibility sole) for the desi n shown. The suitabilityduseofthisdawingforanystructureistheresponsibilityoftheBuildingDesigrferper'ANSIITPI 1 Sec.2.
more information seeinformationsee this lob's general notes page and these web sites ALPINE www alpineitw.com. TPI www.tpinsl org, SBCA, www sbandustry com: ICC. www.iccsafgeneralnotespageandthesewebsitesALPINEwwwalpineitw.com. TPI www.tpinsl org, SBCA, v sbundustry com: ICC. www.iccsaf
ALPINE
Mnw00~
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number: N333522 Ply 1 SEON: 1586 / T36 / HIPS Cust. R R8975 JRef: 1 Wcb89750082
VARIOUS ,9A6/9A7 .258SE/258MA/258TA ,RA01 Oty: 2 FROM: RDG Dnallo: 183.18 1448 53672
Truss Label: A2 SN / WHK 07/02/2018
67'
67"
13' 17' 23'5"
6'5"
s4X10 5X8
D E
3-0'
67"
r 30'
10, 10, 10, 1'
r t 10, -r-
20' 30' -
I--'1
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria • Maximum Reactions (Ibs)
TCLL 2000 Wind Std ASCE 7-10 Pg: NA Ct: NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W
TCDL. 17.00 Speed 150 mph Pf, NA Ce: NA VERT(LL): 0 127 1 999 360 B 1618 / 308 / 1030/ - / 254 / 4 0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.449 1 999 240 G 1631 1308 / 1030/ - /- / 4 0
BCDL: 10.00 Risk Category II Snow Duration: NA HORZ(LL): 0.053 1 - - Wind reactions based on MWFRS
Des Ld: 47.00
EXP: C HORZ(fL): 0.120 I - - B Min Brg Width Req = 1.9
NCBCLL. 10.00
Mean Height: 23.69 ft
Code / Misc Criteria Creep Factor 2 0 G Min Brg Width Req = 1 9
TCDL: 4.2 psf Bearings B & G are a rigid surface. Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0 841 g g
Load Duration: 1 25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI 0 831
Re Factors Used: Yes Max Web CSI: 0.258 Members not listed have forces less than 375#
Spacing: 24.0 " C&C Dist a: 3.00 ft p
Loc from endwall: not in 9.00 ft FT/RT 20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Duration, 1 60 WAVE VIEW Ver: 17 02.01A 1115.21 B - C 1040 - 2703 E - F 971 - 2359
Lumber
C - D 970 - 2330 F - G 1039 - 2732
D -E 874 -1713
Value Set 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x4 SP #1 :B2 2x6 SP #2 N: Chords Tens Comp. Chords Tens. CompWebs2x4SP #3 :W3 2x4 SP #2 N-
It Wedge 2x4 SP #3:.Rt Wedge 2x4 SP #3 B - J 2309 -796 1 - G 2334 -824
Lumber value set "1313" uses design values J - 1 1727 - 518
approved 1/30/2013 by ALSC
Maximum Web Forces Per Ply (Ibs)
Bracing Webs Tens Comp Webs Tens. Comp.
a) 1X4 #3SRB or better continuous lateral restraint
to be equally spaced. Attach with (2) 8d Box or Gun C - J 302 -465 E - 1 678 - 224
nails(0.113"x2.5",min.). Restraint material to be J - D 648 -254 1 - F 301 -464
supplied and attached at both ends to a suitable
support by erection contractor. tlntur
t
a) or scab reinforcement may be used in lieu of CLR
restraint substitute (1) scab for (1) CLR and (2)
scabs for (2) CLR'S where shown Scab Ov •••• • •••. reinforcement to be same size, species, grade, and • It S •
80% length of web member Attach with 0.128x3" gun • V F •
nails @ 6" oc. . / •
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance
Wind
Wind loads based on MWFRS with additional C&C
member design.
7
Q; AT
SS/ONAL Ek' 40 278 +utyttlWlutrtllt'
07/03/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlingg shippm installing.and bracing. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI an c7 SBCA) fbr safety ractices prior to performing these functions. Installers shall provide temporarryy
BCSI Unless noted o1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlydceilingLocationsshownforpermanentlateralrestraint6fwebsshallhaybracinpinstalledperBCSIsections $3, B7 or 910e _ AppTy plates to each face, of truss and position as shown above and on tt a JoinrDetails, unless noted otherwise. Refer to
Alpine, a division of ITW Buildl'n44 ompon2nts Group InC shall not be responsible for any deviation from this drpwin any failure to build thetrussinconformancewithuNll/T 1 1, or for handllriq shipping, installation and bracing of.trussesA seat on this drawing or cover page ,
listing this drawing indicates acceptance of Are engineering responsibilitcyv solely for the design sho Tn. The suitabilityanduseofthisdrawing, for any structure is the responsibilit,7 of the Building Desigrier per ANSIfTPI 1 Sbc.2.
For more information see thisjob's general notes page and these web sites: ALPINE: www.alpineitw.com. TPI: www t inst or . SBCA www sbundust com, ICC: www mr-safe
ALPINE
cow
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number: N333522 Ply: 1 SEON: 1587 / T35 / HIPS
I Cust: R R8975 JRef: 1 Wcb89750082
VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oly' 2 FROM. RDG DrwNo' 183.18 1448.54453
Truss Label: A3 KM / WHK 07/02/2018
Loading Criteria (psf)
TCLL: 2000
TCDL: 17.00
BCLL 000
BCDL 1000
Des Ld. 47.00
NCBCLL: 10.00
Soffit 0.00
Load Duration: 1.25
Spacing 24.0 "
Lumber
10,
10,
Wind Criteria
Wind Std ASCE 7-10
Speed 150 mph
Enclosure: Closed
Risk Category. II
EXP: C
Mean Height: 23.19 ft
TCDL. 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist. h/2 to h
C&C Dist a, 3 00 ft
Loc. from endwall: not in 9.00 ft
GCpi 0.18
Wind Duration. 1.60
Value Set: 13B (Effective 6/112013)
Top chord 2x4 SP #2 N :T2 2x4 SP #1:
Bot chord 2x4 SP #1
Webs 2x4 SP #3 :W3 2x4 SP #2 N:
Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3:
Lumber value set " 1313" uses design values
approved 1/30/2013 by ALSC
Bracing
a) 1X4 #3SRB or better continuous lateral restraint
to be equally spaced. Attach with (2) 8d Box or Gun
nails(0.113"x2 5",min.). Restraint material to be
supplied and attached at both ends to a suitable
support by erection contractor.
a) or scab reinforcement may be used in lieu of CLR
restraint substitute (1) scab for (1) CLR and (2)
scabs for (2) CLR'S where shown. Scab
reinforcement to be same size, species, grade, and
80% length of web member. Attach with 0.128x3" gun
nails @ 6" oc
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Wind loads based on MWFRS with additional C&C
member design.
19, 24'S" 30'
8' 5 5" 57'
eSSp514
T2=
SS0E514
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: Ni
Pf NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code, FBC 6th ed 201
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS, 18SS
30'
10,
20'
Defl/CSI Criteria
PP Deflection in loc Udell L/#
VERT(LL). 0124 1 999 360
VERT(fL)' 0.446 1 999 240
HORZ(LL) 0.056 1 - -
HORZ(TL) 0129 1
Creep Factor: 2.0
Max TC CSI. 0.865
Max BC CSI: 0.839
Max Web CSI: 0 199
VIEW Ver: 17.02.01A.1115 21
o ATE
o
ao 27s '' wul01VAi-,'a'
07/03/2018
in
io
10'
30'
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 1599 / 437 / 1029 / - / 220 / 4.0
G 1621 / 437 / 1029 / - / - / 4 0
Wind reactions based on MWFRS
B Min Big Width Req = 1 9
G Min Big Width Reg = 1 9
Bearings B & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp Chords Tens. Comp
B - C 1069 - 2660 E - F 972 - 2355
C - D 972 - 2301 F - G 1068 - 2711
D-E 933 -1913
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens Comp
B - J 2273 - 829 1 - G 2318 - 856
J - 1 1952 - 635
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
J - D 502 -134 E - 1 503 -123
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING
IMPORTANT * FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingq, handling, shippin installing. and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fb satPety practices prior to performing these functions. Installers shall provide temporary
bracin per BCSI Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y
attach2d rl99id ceiling Locations shown forpermanent lateral restraint of webs shall hav braacinp mslalled per BCSI sections $3, B7 or B10 as
applicafsle Apply plates to each face, of truss and position as shown above and on tI a JoinrDetails, unless noted otherwise. aefer to ALPINE
drawings160A-Z for standard plate positions Alpine,
a division of ITW Buildl1'n4q Compon nts Group InC. shall not be responsible for any deviation from this drawin an failure to build the 91 co , N truss
in conformance with ANS11 PI 1, or or handliriq shipping, installation and bracing of,trussesA seal on this dr wing or cover pa e , , 2400 Lake Orange Or listingthisdrawingindicatesacceptanceofproessionaenineerinqresponsibilitysolelyforthedesignshov7n. The sui ability Suite 150 anduseofthisdrawingforanystructureisp
e
responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. For
more information see this job's general notes page and these web sites, ALPINE www.al ineitw com: TPI, www t inst or , SBCA www.sbcindust com, ICC' www iccsafe org Orlando FL, 32837
Job Number: N333522 Ply. 1 1588
VARIOUS 9A6/9A7 258SE/258MA/258TA ,RAO1 I Oty. 2 I FROM: RDG /
T34 /HIPS
I KM
No/
R
83. 8.14 8.
02 27
0082
Truss Label: A4
R
Loading Criteria (psf)
TCLL: 20.00
TCDL: 1700
BCLL: 0.00
BCDL. 10.00
Des Ld: 47.00
NCBCLL: 1000
Soffit: 000
Load Duration 1 25
Spacing: 24.0 "
9'
3' ,.
10,
10,
Wind Criteria
Wind Std: ASCE 7-10
Speed: 150 mph
Enclosure. Closed
Risk Category: II
EXP: C
Mean Height: 22.69 ft
TCDL: 4.2 psf
BCDL 5 0 psf
MWFRS Parallel Dist, h/2 to In
C&C Dist a 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi 0.18
Wind Duration: 1.60
Lumber
Value Set 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lt Wedge 2x4 SP #3 :Rt Wedge 2x4 SP #3'
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
15'
6'
21'
6'
5506 =4X4 Sz4X6
D E F
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT W
Pf: NA Ce. NA
Lu. NA Cs NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 6th.ed 201
TPI Std: 2014
Rep Factors Used: Yes
FT/RT.20(0)/10(0)
Plate Type(s):
WAVE
30'
10,
20'
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL)0124 E 999 360
VERT(TL): 0 475 E 999 240
HORZ(LL) 0 048 J -
HORZ(TL) 0.117 J
Creep Factor: 2.0
Max TC CSI: 0.782
Max BC CSI: 0 806
Max Web CSI. 0.340
VIEW Ver, 17.02 01A.1115.21
o FATE OF
o 278
kr"no Pitav
t
07/03/2018
24'1" 30'
5'11"
I
N
ZnN
1
10, 1'
30'
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 154B / 440 / 1022/ - / 187 / 4.0
H 1548 / 440 / 1022 / - /- / 4.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.8
H Min Brg Width Req = 1.8
Bearings B & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens Comp. Chords Tens. Comp
B - C 1080 - 2524 E - F 989 - 2053
C - D 997 - 2199 F - G 997 - 2199
D - E 990 - 2053 G - H 1079 - 2524
Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - K 2147 - 832 J - H 2147 - 860
K -J 2322 - 872
Maximum Web Forces Per Ply (Ibs)
Webs Tens Comp. Webs Tens. Comp
D - K 626 - 251 J - F 626 - 251
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, handlingg shi pin installing.and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fbr safety 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 hord shall have a properlyattach8drigidceilinLocationsshownforpermanentlateralrestraint8fwebsshallhaybracinginstalledperBC9IsectionsB3, B7 or 810 asapplicable. Applgy pplatees to each face. of truss and position as shown above and on tI a Joint Details, unless noted otherwise. defer to ALPINE
drawings16OA-Z for standard plate positions. Alpine,
a division of ITW Build1ncLCComponeQnts Group In shall not be responsible for any deviation from this drawing any failure to build the u,n me,,µtrussinconformancewithANSI4PI1, or for handlirfg shipping, installation and bracing of,trussesA seal on this drawing or cover page, , 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofproessionaenineeringresponsibilitty solely for the des i n shown. The s iiTability anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrlerperANSI/TPI 1 Sec.2. Suite 150 For
more information see this job's general notes page and these web sites ALPINE, www al ineitw cam; TPI: www.tpinst.org. SBCA. www sbundustr/ wm. ICC w iccsefe.org Orlando FL, 32837
Job Number: N333522
I Ply. 1 SEON. 1589 / T25 / SPEC I Cust, RR8975 JRef. 1Wcb89750082
VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA0l Oty. 1 FROM PFH DrwNo: 183.18.1448.54313
Truss Label: A5G KM / WHK 07/02/2018
15'
8'
SS0712
C
1113p8
T2
23'
8'
8X10
E
30'
7'
12
6
4X6(C,) a) (a)
5X5(C8) VV2 T3
4X8(C8)
BB F
I1 7; A c
K J I H
1114X8 =SS1017 III 2X4-4x4(C1)
Loading Criteria (psf)
TCLL 20.00
TCDL: 17.00
BCLL: 0.00
BCDL: 10.00
Des Ld 47.00
NCBCLL. 10 00
Soffit' 0.00
Load Duration: 1.25
Spacing: 24.0 "
6'10"4
6'10"4
Wind Criteria
Wind Sid. ASCE 7-10
Speed: 150 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 22.19 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: not in 144 00
GCpi 0.18
Wind Duration: 1.60
Lumber
Value Set. 13B (Effective 6/1/2013)
Top chord 2x4 SP 2400f-2.OE :T2 2x8 SP
2400f-2.0E'
T3 2x4 SP #1:
Bol chord 2x8 SP 2400f-2.OE
Webs 2x4 SP #3 :W2 2x4 SP #2 N:
W4 2x4 SP 2400f-2.OE.
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC
Bracing
a) 1X4 #3SRB or better continuous lateral restraint
to be equally spaced. Attach with (2) 8d Box or Gun
nails(0.113"x2.5",min ). Restraint material to be
supplied and attached at both ends to a suitable
support by erection contractor.
a) or scab reinforcement may be used in lieu of CLR
restraint substitute (1) scab for (1) CLR and (2)
scabs for (2) CLR'S where shown. Scab
reinforcement to be same size, species, grade, and
80% length of web member. Attach with 0.128x3" gun
nails Q 6" oc.
Special Loads
Lumber Dur.Fac.=1 25 / Plate Dur.Fac.=1.25)
TC: From 78 plf at -1.00 to 78 plf at 31.00
BC. From 20 plf at 0.00 to 20 plf at 30.00
TC. 562 Ib Conc Load at 7.03
TC: 250 Ib Conc Load at 9 06,11.06,13.06
BC: 574 Ib Conc Load at 7.03
BC. 136 lb Conc. Load at 9.06,11.06,13.06
BC: 1389 lb Conc. Load at 14.27
8'1"12
is,
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct. NA CAT N/
PP NA Ce: NA
Lu: NA Cs NA
Snow Duration, NA
Code / Misc Criteria
Bldg Code: FBC 6th.ed 201
TPI Std. 2014
Rep Factors Used. Yes
FT/RT.20(0)/10(0)
Plate Type(s):
WAVE, 18SS
Wind
30'
8.1"12
23' 1"12
Defl/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL) 0.226 D 999 360
VERT(TL) 0 849 D 663 240
HORZ(LL). 0 039 C -
HORZ(fL): 0.093 C
Creep Factor, 2.0
Max TC CSI, 0.928
Max BC CSI 0 571
Max Web CSI: 0.655
VIEW Ver: 17 02 01A 1115.21
Wind loads and reactions based on MWFRS
Additional Notes
WIND LOAD CASE MODIFIED!
e4-s
L•` '...'
O. 7M46 S
ATE :
0 278 NAI ENS,
07/03/2018
6' 10"4
30'
Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
K 3881 / 2033 / - / - / - / 4.0
F 2897 / 1290 / - / - I - / 4 0
Wind reactions based on MWFRS
K Min Brg Width Reg = 3.2
F Min Brg Width Reg = 2.4
Bearings K & F are a rigid surface.
T
N
i
0
T
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp Chords Tens Comp
B - C 3760 - 7769 D - E 4104 - 9211
C - D 4107 - 9214 E - F 2436 - 5479
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens Comp. Chords Tens. Comp.
B - J 6883 - 3260 1 - H 4825 - 2129
J - 1 6844 - 3259 H - F 4824 - 2124
Maximum Web Forces Per Ply (Ibs)
Webs Tens Comp. Webs Tens. Comp
J - C 945 - 306 D - 1 865 - 1208
C - 1 2580 - 1117 1 - E 4784 - 2153
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, handlingg shippin installing. and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an a SBCA) & safety practices prior to performing these functions. Installers shall provide temporarybracinperBCSI. Unless noted olherwise,top chord shall have proper)y attached structural sheathing and bottom Chord shall have a proper y
attach d rigid ceiling Locations shown for permanent lateral restraint bf webs shall have braacin instplled per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to
ALPINEdrawings160A-Z for standard plate positions.
Alpine, a division of ITW Buildl1'nl1Compongnts Group InC. shall not be responsible for any deviation from this drpwin any failure to build the
truss in conformance with ANS11 PI 1, or or handlirtq, shipping, installation and bracing of trussesA seal on this dr wing or cover page , , 2400 Lake Orange Dr. listing this drawing, indicates acceptance of pro) essionar en ineerinq responsibility solely for the design shown. The suitabilityanduseofthisyawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. Suite 150
For more information see this'ob's general notes page and these web sites, ALPINE www al ineaw.com: TPI www.t inst or , SBCA v .sbcjndustry corn, ICC www iccsafe.org Orlando FL, 32837
Job Number: N333522 Ply: 1 SEON• 1590 / T62 / HIPS Cust: RR8975 JRef, 1Wcb89750082
VARIOUS ,9A619A7 ,258SE/258MA/258TA ,RA01 Oty: 1 FROM RDG DnvNo 183 18 1448 55155
Truss Label: A5GA KM / WHK 07/02/2018
7' 15' 23' 30'
7' 8' 8' 7'
e C8 1114p6
T2 8E
12
6T T
m
a) (a) W
6X6(C3
B
W2
6X6(C3) n
FTA G
5X5(C3) 1114X4 H1014 1114X4 =5X5(C3)
1
30'
1' 610"4 8'1"12 8'1"12 6'10"4 1'
6' 10"4 15' 23' 1 "12 30'
Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Fig: NA Ct: NA CAT: NA PP Deflection in Ioc Udell L/# Loc R / U / Rw / Rh / RL / W
TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.264 D 999 360 B 3660 / 1670 / - / - / - / 4.0
BCLL 000 Enclosure: Closed Lu NA Cs NA VERT(TL) 0.987 D 569 240 F 3652 / 1660 / - / - / - / 4.0
BCOL: 10.00 Risk Category 11 Snow Duration NA HORZ(LL): 0.069 H - Wind reactions based on MWFRS
EXP: C
Des 4.00 HORZ 0.164 H B Min Br Width ReMeanHeight: 22.19 ItTL
NCBCLL: 10.00 TCDL psf
Code / Misc Criteria Creep Factor, 2.0 F Min Brg Width Reg9q = -
Soffit. 0.00 gCDL- 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI. 0.969 Bearings B & F are a rigid surface. g g
Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI. 0.869
Members not listed have forces less than 375#
Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used Yes Max Web CSI: 0 535
Maximum Top Chord Forces Per Ply (Ibs)
Loc from endwall: not in 144.00 FT/RT.20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Duration- 1.60 WAVE, HS VIEW Ver: 17.02.01A.1115.21 B - C 3192 -7023 D - E 4029 -8777
Lumber Special Loads
C - D 4029 -8777 E - F 3170 -7004
Value Set: 13B (Effective 6/1/2013) Lumber Our.Fac.=1.25 / Plate Dur.Fac.=1.25) Maximum Bot Chord Forces Per Ply (Ibs)
Top chord 2x4 SP 2400f-2 OE :T2 2x6 SP SS TC: From 78 pIf at -1 00 to 78 pIf at 7.00
TC: From 39 If at 7.00 to 39 If at 23.00 Chords Tens.Comp. Chords Tens. Comp.
WeBot chord 2x6 #
3
SS
Webs 2x4 SP #3 :W2, W4 2x6 SP #2 N: TC: From 78 pIf at 23 00 to 78 pit at 31.00 B - J 6179 -2790 I - H 6133 -2770
Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: BC: From 20 pit at 0.00 to 20 pIf at 7.03 J - 1 6151 - 2790 H - F 6161 - 2770
BC: From 10 pit at 7 03 to 10 pit at 2297
Lumber value set "13B" uses design values BC From 20 pIf at 22 97 to 20 pit at 30.00
approved 1/30/2013 by ALSC TC: 565 lb Conc. Load at 7 03 Maximum Web Forces Per Ply (Ibs)
TC: 254 Ib Conc Load at 9.06,11 06,13.06,15.00 Webs Tens.Comp. Webs Tens Comp.
Bracing TC: 250 Ib Conc Load at 16 94,18.94.20 94
a) 1 X4 #3SR6 or better continuous lateral restraint TC: 562 lb Conc. Load at 22.97 J - C 685 0 1 - E 2896 - 1378
to be equally spaced. Attach with (2) 8d Box or Gun BC' 579 lb Conc Load at 7 03 C - 1 2877 - 1356 E - H 678 0
nails(0.113"x2 5",min.) Restraint material to be BC: 137 lb Conc Load at 9.06,11.06.13.06,15.00 D - 1 1058 - 1584
supplied and attached at both ends to a suitable BC. 136 lb Conc. Load at 16.94,18 94.20.94
support by erection contractor. BC: 574 lb Conc Load at 22 97
a) or scab reinforcement may be used in lieu of CLR
IM
p1ll jarestraint. substitute (1) scab for (1) CLR and (2)
scabs for (2) CLR'S where shown. Scab r S F j IVi4
reinforcement to be same size, species, grade, and
80% length of web member Attach with 0.128x3"
O+•••••• • •••••• /
Q SF •• gun
nails @ 6" oc
Wind
i •
0. 648 •
Wind loads and reactions based on MWFRS.
Bearing Block(s)
Brg blocks:0.128"x3" nails ATE
brg x-Ioc #blocks length/blk #nails/blk wall plate
1 0.000, 1 12" 4 Rigid Surface
C
y Qom••• /CI
2 29 667' 1 12" 4 Rigid Surface Oo`OP••' t •
l i, •''•"••• Brg block to be same size and species as chord.
a
Refer to drawing CNNAILSP1014 for more information. 0 278 NA
UrIIMi111NUw
07/03/2018
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, handlingq shipping,
Component Safety TPI fbr
installing and bracing. Refer to and follow the latest edition
functions.
of BCSI (Building
Information, by and SBCA) safety practices prior to performing these Installers shall provide temporary
bracin per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly910attachedrigqidceilingLocationsshownforpermanentIataralrestraintbfwebsshallhavebracinpinsialledperBCSIsections $3, B7 orasapplicat3le. Apply prates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to'
drawings 160A-Z for standard plate positions ALPINE
AlpinQ, a division of ITW Build1nctComponents Group In, . shall not be responsible for any deviation from this drawing any failure to build the M OOMP ,n
wingtrussinconformancewithANSI4PI1, or for hanclin4, shipping, installatidn and bracing of trussesA seal on this drawing or cover page, , 240o Lake Orange DrabilityLakelistingthisdrawingindicatesacceptanceofpro) essionar en ineering responsibilittyv solely for the des n shoanduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI/TPI t Sec.2.150
The suit
Suite
For more information see this job's general notes page and these web sites ALPINE: www al ineitw com. TPI w 1 inst or , SBCA www.sbcindustrycom,ICC wwwiccsafeorg Orlando FL, 32837
Job Number: N333522 Ply. 1 SEON. 1591 / T18 / COMN Cust: RR8975 JReP 1 Wcb89750082
VARIOUS .9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty. 4 FROM. RDG DrwNo' 183.18 1448 55171
Truss Label: G1 KM / WHK 07/02/2018
r
90VI
77
5'7"4 1018.1 15'8"12 21'4"
5'0"12 5'0"12 57"4
4x8D
21'4"
7'4"4 6'7"8 7'4"4
1'
7'4"4 13'11"12 21'4"
Loading Criteria (psi) Wind Criteria
TCLL' 20.00 Wind Std' ASCE 7-10
TCDL. 17.00 Speed: 150 mph
BCLL: 0.00 Enclosure: Closed
BCDL. 10.00 Risk Category. II
EXPC
Des Ld: 47.00 MeaMean Height: 15.00 It
NCBCLL 1000 TCDL 4 2 psf
Soffit: 0.00 BCDL: 5.0 psf
Load Duration 1.25 MWFRS Parallel Dist: h/2 to h
Spacing: 24.0 " C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 It
GCpi: 0.18
Wind Duration, 1.60
Lumber
Value Set 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Lumber value set " 13B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
Pg NA Ct NA CAT, NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W
Pf: NA Ce. NA VERT(LL): 0.049 H 999 360 B 1126 / 323 / 775 / - / 201 8 0
Lu: NA Cs: NA VERT(TL): 0.188 H 999 240 F 1043 / 291 / 631 / - / - 8.0
Snow Duration: NA HORZ(LL). 0.020 G - - Wind reactions based on MWFRS
HORZ(TL): 0.048 G B Min Brg Width Req = 1.6
Code / Misc Criteria Creep Factor, 2 0 F Min Brg Width Req = 1.5
Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.387 Bearings B 8 F are a rigid surface.
TPI Std 2014 Max BC CSI 0.680 Bearings B 8 F require a seat plate.
Rep Factors Used Yes Max Web CSI. 0 210
Members not listed have forces less than 375#
FT/RT.20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s). Chords Tens.Comp. Chords Tens Comp.
WAVE VIEW Ver, 17 02 01A 1115 21
B - C 612 -1770 D - E 637 - 1562
C - D 609 -1552 E - F 639 - 1781
e4 s
0OR- k%
3 % \/]VO. bti4tS
ATE
Q
r
0 278 %ss ONAU E+
07/03/2018
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
8 - H 1510 - 483 G - F 1522 - 485
H - G 1025 - 257
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - H 218 - 377 D - G 550 - 213
H - D 535 - 205 G - E 220 - 384
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, handlinqg shipping, installing and bracing.Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) fb saety practices prior to performing these functions. Installers shall provide temporarryy
bracin per BCSI. Unless noted olherwise,top chord shall have properIx attached structural sheathing and bottom hord;hall have a properlyattachdrl44idceilinLocationsshownforpermanentlateralrestraintofwebsshallhavbracinginslolledprBCIsections $3, B7 or 810, as
applicable. Applgy plates to each face, orttruss and position as shown above and on tI a Joint Details, un less noted otherwise. Defer to ALPINE
drawings16OA-Z for standard plate positions Alpine,
a division of ITW Building omponrnts Group Ins. shall not be responsible for any deviation from this drpwine any failure to build the µnwccwMy tr
ss in conformance with ANSI/T 1 1, or or handliri4, shhipping, installation and bracing of trussesA seal on this dr wing or cover page, , 2400 Lake Orange Dr. listing
this drawing, indicates acceptance of proTessionar en ineerinq responsibility solely for the desi n shown. The suiTability Suite Lake
and
use of this r7rawing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2.150 For
more information see thisjob's general notes page and these web sites ALPINE: www.al ineitw.com, TPI: www t inst or , SBCA: v skindustry com, ICC www,ccsafe.org Orlando FL, 32837
VAR OUS 9A6/9A7 258SE/258MA/258TA ,RA01 I Oty' 1 I FROM: RDG /
T16 / COMNI DrwNo
OF
18JRef..1448.53095
02/209850082TrussLabel: G2
Loading Criteria (psf)
TCLL: 2000
TCDL: 17.00
BCLL 0.00
BCDL. 1000
Des Ld: 47.00
NCBCLL: 10.00
Soffit: 000
Load Duration: 1.25
Spacing 24 0 "
5'7"4 1018"
5'7"4 5'0"12
T4"4
7'4"4
Wind Criteria
Wind Std: ASCE 7-10
Speed' 150 mph
Enclosure: Closed
Risk Category: II
EXP C
Mean Height' 15.00 It
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc from endwall: not in 9.00 It
GCpi: 0 18
Wind Duration. 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Snow Criteria (Pg,Pf in PSF)
Pg. NA Ct: NA CAT: W
Pf: NA Ce NA
Lu NA Cs' NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code FBC 6th ed 201
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
168"12
s:i4X8D
21'4"
6'7"8
13'11"12
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL)' 0.049 H 999 360
VERT(TL). 0.188 H 999 240
HORZ(LL) 0.020 H - -
HORZ(fL): 0.048 H
Creep Factor: 2.0
Max TC CSI: 0.370
Max BC CSI: 0.670
Max Web CSI: 0.205
VIEW Ver 17.02 01A.1115.21
o •. ATE ; Q
G4027811, S/QNM.
07/03/2018
21'4"
7'4"4
21'4"
1
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 1123 / 322 / 774 / - / 214 / 8.0
F 1123 / 322 / 774 / - /- / 8 0
Wind reactions based on MWFRS
B Min Brg Width Reg = 1.6
F Min Brg Width Reg = 1 6
Bearings B & F are a rigid surface.
Bearings B & F require a seat plate
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens Comp Chords Tens. Comp
B - C 602 - 1765 D - E 603 - 1548
C - D 603 - 1547 E - F 602 - 1766
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp Chords Tens. Comp.
B - 1 1506 - 426 H - F 1506 - 452
1 - H 1020 - 225
Maximum Web Forces Per Ply (Ibs)
Webs Tens Comp. Webs Tens. Comp
C - 1 217 - 376 D - H 537 - 207
1 - D 536 - 207 H - E 217 - 376
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlingq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Safety Information, byY TPI and SBCA) & sa
hipping,
practices prior to performing these functions. Installers shall provide temporary
BCSI Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyaidceilingLocationsshownforpermanentlateralrestraintbfwebsshallhavebracinginslelledperBCSIsectionsB3, B7 or 910sle._ Apply plates to each face of truss and position as shown above and on the JoincDetails, unless noted otherwise. Refer to
Alpine, a division of ITW BuiId''ng Components Group Inc.. shall not be responsible for any deviation from this drpwin any failure to build thetrussinconformancewith N 11/TPI 1, or for handllrig shipping, installation and bracing of,trussesA seal on this dr win , or cover page , .
listing this drawing, indicates acceptance of proressionar en ineennq responsibility solely for the desi n sho n. The suiTabilityanduseofthisawingforanystructureistheresponsibilityoftheBuildingDesigrferperANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites ALPINE, www al ineitw.com: TPI: www.t inst.or ; SBCA www.sbandustry tom. ICC www imsat
ALPINE
u r,, run
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number: N333522
I Ply: 1 SEON• 1651 / T15 / HIPS
I Cust: RR8975 JRef: 1W089750082
VARIOUS ,9A6/9A7 ,258SE/258MA1258TA ,RA01 Qty. 1 FROKRDG DrwNo' 183.18 1448 54017
Truss Label: G3 KM / WHK 07/02/2018
9'
9'
1, +
9'1"12
9'1"12
Loading Criteria (psq Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL. 17.00 Speed 150 mph
BCLL: 0.00 Enclosure Closed
BCDL: 10.00 Risk Category II
EXP: C
Des Ld: 47 00 Mean Height. 15.00 ft
NCBCLL: 10.00 TCDL. 4.2 psf
Soffit 000 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h
Spacing 24 0 " C&C Dist a: 3.00 ft
Loc from endwall: not in 9 00 It
GCpi: 0.18
Wind Duration. 1.60
Lumber
Value Set 13B (Effective 6/1/2013)
Top chord 2x4 SP 2400f-2.OE 32 2x4 SP #2 N,
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Lumber value set "'I 3B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design
12'4"
3'4"
55 C8 T2 =
5XD5
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT. Ni
Pf: NA Ce: NA
Lu NA Cs NA
Snow Duration NA
Code / Misc Criteria
Bldg Code FBC 6th.ed
TPI Std 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
21'4"
2' 10"
11'11"l2
Deft/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.029 G 999 360
VERT(TL) 0.110 G 999 240
HORZ(LL)' 0.018 H - -
HORZ(TL): 0.042 H
Creep Factor 2 0
Max TC CSI: 0.776
Max BC CSI: 0.886
Max Web CSI: 0 105
VIEW Ver: 17.02.01A.1115.21
o' • ATE C Q
0 27s'rr/QN
G adf'
21'4"
9'
9'4"4
21'4"
Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
B 1123 / 323 / 773 / - / 186 / 8.0
E 1123 / 323 / 773 / - /- / 8.0
Wind reactions based on MWFRS
B Min Brg Width Reg = 1.6
E Min Brg Width Reg = 1 6
Bearings B & E are a rigid surface.
Bearings B & E require a seat plate
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - C 569 -1547 D - E 568 -1542
C - D 603 -1263
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens Comp Chords Tens Comp
B - H 1257 - 351 G - E 1253 - 376
H - G 1261 -352
07/03/2018
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, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) r sa ety practices prior to performing these functions. Installers shall provide temporary
bracingper BCSI Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper yattachdrigidcedingLocationsshownforpermanentlateralrestrTntofwebsshallhay2bracininslalledperBCSIsechonsB3, B7 or 910 as
applicable. Apply plates to each face of truss and position as shown above and on the Joinl9Details, unless noted otherwise. Refer to drawings
160A-Z for standard plate positions. Alpine,
a division of ITW Build Components Gag InC shall not be responsible for any deviation from this drpwing any failure to build the trusstoconformancewithANPI1, or for handllrfq shippinq, installation and bracing of,trussesA seal on this drMing or cover page , listing
this drawing indicates acceptance of pro essrona en ineerinq responsibility solely for the design sho n. The sui ability anduseofthisc7rawingforanystructureistheresponsibilit9loftheBuildingDesigrierperANSI/TPI 1 Sec.2. ALPINE
m
moo..~ 2400
Lake Orange Dr. Suite
150 Orlando
FL, 32837
Job Number: N333522 Ply: 1 SEON: 1594 / T69 / HIPS Cust, R R8975 JRef: 1 Wcb89750082
VARIOUS ,9A6/9A7 .258SE/258MA1258TA ,RA01 Oly, 1 FROKPFH DrwNo, 183 18 1448.53877
Truss Label. G4G KM / WHK 07/02/2018
7' 14'4" 21'4"
7' 7,4„ 7'
C6 T2 ,
6xD6
r 21,4"
1, +
610"4 610"
4 Loading Criteria (
psf) Wind Criteria TCLL, 2000
Wind Std: ASCE 7-10 TCDL: 17.
00 Speed: 150 mph BCLL: 0.
00 Enclosure: Closed BCDL: 10.
00 Risk Category: II Des Ld
4700 EXP- C
Mean Height
15 00 It NCBCLL: 0.
00 TCDL: 4.2 psf Soffit 0.
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: NA GCpi: 0.
18 Wind Duration,
1.60 Lumber Value
Set:
13B (Effective 6/1/2013) Top chord
2x4 SP #1 :T2 2x6 SP SS Bot chord
2x4 SP #1 Webs 2x4
SP #3 Lumber value
set " 1313" uses design values approved 1/
30/2013 by ALSC Loading 1
hip
supports 7-0-0 jacks with no webs. Wind Wind
loads
and reactions based on MWFRS. WARNING' READ
AND FOL IMPORTANT" FURNISH
THIS DRAWING HI ina,
a aivision or i i vv liuuol1n44Gompon nts Uroup in shall not be res truss In
cgnformance with ANSIlfPI 1, or or handllrtq shippingq, installall listing this
drawing indicates acceptance of proTessionar en inee and useofthisdrawing, forany structure is the responsibilit of th For more
information see this job's general notes page and these web sites ALPINE www in T
3'
9"
12 3'9" 12 6' 10"4 1' 10'
8"
14'S"12 21'4" Snow Criteria (
Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA
Ct: NA CAT. NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W B 2134 /
617 / - / - / - / 8.0 Pf NACe: NA VERT(LL): 0.094 H 999 360 Lu. NA
Cs: NA VERT(TL): 0.365 H 999 240 E 2134 / 617 / - / - / - / 8 0 Snow Duration
NA HORZ(LL): 0.042 G - - Wind reactions based on MWFRS HORZ(TL)'
0 101 G Creep Factor.
2.0 B Min
Brg Width Req = 2.5 E Min
Big Width Req = 2.5 Code / MiscCriteriaBldgCode
FBC 6th.ed 201 Max TC CSI. 0.643 Bearings B & E are a rigid surface. TPI Std
2014 Max BC CSI: 0.685 Bearings B & E require a seat plate. Rep Factors
Used. No Max Web CSI: 0 265 Members not
listed have forces less than 375# FT/RT.
20(0)/10(0) Maximum Top
Chord Forces Per Ply (Ibs) Plate Type(
s): Chords Tens.Comp Chords Tens. Comp VIEW Ver:
17.02.01A.1115.21 B - C
1127 - 3930 D - E 1127 - 3930 WAVE C -
D
935 - 3524 Maximum Bot
Chord Forces Per Ply (Ibs) Chords Tens
Comp Chords Tens. Comp B - 1
3427 - 964 H - G 3398 - 961 1 - H
3398 - 961 G - E 3427 - 964 Maximum Web
Forces Per Ply (Ibs) Webs Tens
Comp Webs Tens. Comp I - C
696 - 74 D - G 696 - 74 or pS
O a•
J O. rt5Q5 •
ff JW • 1 . • p1 •
s -o . •
0 278"
1•4, S10" I E `' 07/03/
2018 ALL CONTRACTORS
INCLUDING THE INSTALLERS the latest
edition of BCSI (Building Installers shall
provide temporary bottom Chord
shall have a pro9erly pe@r BCSI
sections B3, B7 or 10, nless noted
otherwise Defer to ponsi le
for any deviation from this drawinganyy failure to build the on an bracing
of,trussesA seal on this drawing or cover pa e , ring responsibility solely
for the desi n shown. The suif9ability e building Desigrrffer
per ANSI/TPI 1 Sec.2. alpineitw com: TPI,
www tpinst org; SBCA: www.sbandustry com ICC www iccsaf ALPINE u mymwNn
2400
Lake Orange
Dr. Suite 150 Orlando
FL, 32837
Job Number: N333522 Ply: 2 SEQN 1595 / T70 / FLAT Cusl' R R8975 JRef. 1 Wcb89750082
VARIOUS ,9A6/9A7 ,258SE1258MA1258TA .RA01 Oly. 1 FROM: RDG DrwNo 183.18 1448.53689
Truss Label: FG1 KM / WHK 07/02/2018
2 Complete Trusses Required
2'3" 15
5" I
4'4"14 6'6"5
i 5i r
2,0"l52,1"7 8'
6"12 10'4"5 12' 1"' 2'
0"7 1'9"9 119"9 z
10,11 14'
5"14 16'6"1+ 19's"1+ 20'S"1 I
5'I 2-
4" 1 2'0"2 2' 1 11 ' 4X10
5X10 =
4X8 T1 =
6X12 =
8X8 =-4X10 =4X12 =6X6 =6X6 =
5X10
A
B C D E F G H I T3 J K Vr
1114X6
4X8 T
P` T 11 "9 i 12'6"9 2'
0"7 2'07 2'
07 4'0"14 Loading
Criteria (psf) Wind Criteria TCLL:
40.00 Wind Std NA TCDL
10.00 Speed NA mph BCLL:
000 Enclosure: NA BCDL'
500 Category. NA EXP.
NA Des
Ld: 55.00 Mean Height: NA ft NCBCLL
0.00 TCDL:
NA psf Soffit:
2.00 BCDL' NA psf Load
Duration: 1.00 MWFRS Parallel Dist: NA Spacing:
24.0 " C&C Dist a: NA ft Loc.
from endwall. NA I.
NA GCpi NA Wind
Duration NA 1111,
11 6'
0" 13 Lumber
Value
Set 13B (Effective 6/1/2013) Top
chord 2x6 SP SS 31 2x6 SP 2400f-2.0E: T3
2x4 SP 2400f-2 OE Bot
chord 2x6 SP SS :132 2x6 SP 2400f-2.OE: Webs
2x4 SP #3 :W6, W7, W8, W12, W20 2x4 SP #2 N: W9
2x6 SP #2 N. W10,
W19 2x4 SP 2400f-2.OE. Lumber
value set "1313" uses design values approved
1/30/2013 by ALSC Nailnote
Nail
Schedule:0.128"x3" nails Top
Chord 1 Row @ 2.75" o.c. Bot
Chord: 1 Row @12 00" o c Webs :
1 Row @ 4" o.c Use
equal spacing between rows and stagger nails in
each row to avoid splitting. Plating
Notes All
plates are 4X4 except as noted 1
plate(s) require special positioning. Refer to scaled
plate plot details for special positioning requirements.
Loading
Girder
supports 30-0-0 span to TC one face and 2-
0-0 span to TC/BC split opposite face. Purlins
The
TC of this truss shall be braced with attached spans
at 24" oc in lieu of structural sheathing. 5
1'11"15 2'3"9 2'2"9 1'11"1 2'0"2 1 2'0"8 2'3"8 8'
0"12 10'4"5 12'6"14 14'5"14 16'6"1 18'6"9 20'10"1 Snow
Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg:
NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W Pf:
NA Ce: NA VERT(LL): 0.178 O 844 360 V 2251 / 45 / - / 0 / - 5 7 Lu
NA Cs NA VERT(TL)' 0.312 O 614 240 R 11451 / - I - / 1 / - 4.0 Snow
Duration, NA HORZ(LL): 0.013 G - - L 4469 /- / - /_ / - 3.0 HORZ(
TL): 0.018 G V Min Brg Width Reg = 1 5 Code /
Misc Criteria Creep Factor: 2.0 R Min Brg Width Reg = - Bldg
Code: FBC 6th.ed 201 Max TC CSI: 0.773 L Min Brg Width Reg = 1 9 TPI
Std 2014 Max BC CSI: 0.904 Bearings V, R, & L are a rigid surface. Rep
Factors Used Yes Max Web CSI: 0 608 Members
not listed have forces less than 375# FT/
RT.20(0)/10(0) Maximum
Top Chord Forces Per Ply (Ibs) Plate
Type(s): Chords Tens Comp. Chords Tens Comp WAVE
VIEW Ver: 17.02.01A.1115.21 Bearing
Block(s) A-
B 67 -542 G - H 0 -3335 C -
D 1883 - 92 H - 1 0 - 4553 Brg
blocks,0.128"x3" nails D- E 5495 0 1- J 0 -4542 brg
x-loc #blocks length/blk #nails/blk wall plate E - F 520 -22 J - K 0 -4550 2
8 124' 1 14" 18 Rigid Surface F - G 520 - 22 Brg
block to be same size and species as chord. Refer
to drawing CNNAILSP1014 for more information. Maximum
Bot Chord Forces Per Ply (Ibs) Additional
Notes Chords Tens Comp. Chords Tens. Comp. Truss
must be installed as shown with top chord up. U - T 760 -81 P - O 5186 0 S-
R 66 - 2221 O- N 5186 0 R-
Q 0 -8001 N-M 4542 0 Q -
P 3041 0 00f --
S ON•
J uv.
ts i • J// •
S • i
ATE y'
dit. ••F OR\
P•
AM
40
278i %yi, Maximum
Web Forces Per Ply (Ibs) Webs
Tens Comp. Webs Tens. Comp A -
V 20 - 716 F - Q 0 - 689 A -
U 597 - 74 Q - G 0 - 3980 U -
B 49 -748 G-P 1010 0 B -
T 47 - 621 P - H 0 - 2069 C-
S 0-2282 H -N 72 -714 S-
D 1161 0 1 - N 0 -545 D-
R 0 -3780 J -M 0 -1163 R-
E 0- 3463 M- K 4890 0 E-
Q 3925 0 K- L 0- 2346 07/
03/2018 WARNING"
READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT"
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS isses
require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building mponentSafetyInformation, by TPI an a SBCA) (o'r safety practices prior to performing these functions. Installers shall provide temporary icin
per SCSI. Unless noted olherwise,top chord shall have property attached structural sheathing and bottom Chord shall have a properly ich
riqgid ceiling Locations shown for permanent lateral restraint f webs shall have braacing9 installed per SCSI sections $3, B7 or 10, applicable.
Apply plates to each face. or truss and position as shown above and on the Join Details, unless notetl otherwise. Refer to ALPINE
wings160A-Z for standard plate positions. Ine,
a division of ITW BuildingComponents Group In, shall not be responsible for any deviation from this drawing any failure to build the ,,,m,.,co~ ss
in conformance with ANSIn PI 1, or for handling, shipping, installatidn and bracing of trussesA Seal on this dr8wirlq or cover page , , 2400 Lake Orange Dr. ingthisdrawinindicatesacceptanceofproTessionarengineeringresponsibilitysolelyforthedenshovTn. The suitability Juseofthis9awingforanystructureisp
e
responsibilitgr of the Building Desigrier per ANSI/TPI 1 E 2. Suite 150 more
information see this job's general notes page and these web sites: ALPINE www.al ineitw cam. TPI www.l inst or , SBCA: v sbandustry com. IM w Jccsare org Orlando FL, 32837
Job Number: N333522 Ply 1 SEON 1596 / T14 / HIPS Cust: R R8975 JRef 1 Wcb89750082
VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA0l Oty: 1 FROM. PFH DrwNo' 183.18.1448.55326
Truss Label: C1G KM / WHK 07/02/2018
1'10"8 6'4" 910"4 14'5"8 164"
i
1'1TEI } 4'5"8 3'6"4 47'4 -- 1'1T8
12 4x4
8X 126
C
1112X4
D T2 E
8X 12
F
o =4X8B(B3) V1/2
4X8(B3)
W G CV)
66 A
L
K J I H 1
III 2X4 8X 10 H 1014 1112X4
Loading Criteria (psi)
TCLL 2000
TCDL. 17.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 47 00
NCBCLL: 1000
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
2'0"4
2'0"4
Wind Criteria
Wind Std. ASCE 7-10
Speed 150 mph
Enclosure: Closed
Risk Category II
EXP: C
Mean Height: 20.91 R
TCDL: 4 2 psf
BCDL 5 0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a, 3.00 R
Loc. from endwall: not in 144 00
GCpi 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N T2 2x4 SP 2400f-2.0E:
Bot chord 2x6 SP SS
Webs 2x4 SP #3 W2, W6 2x4 SP 2400f-2.0E:
Lumber value set " 13B" uses design values
approved 1/30/2013 by ALSC
Special Loads
Lumber Dur Fac.=1.25 / Plate Dur Fac =1.25)
TC: From 78 plf at -1.00 to 78 plf at 1633
BC. From 20 plf at 0 00 to 20 plf at 16.33
TC: 66 lb Conc Load at 1 91,14.44
TC: 47 lb Conc. Load at 3.94. 5 94, 7 94, 8.40
10.40,12.40
BC* 51 lb Conc. Load at 1.09
BC. 37 lb Conc. Load at 1 91,14.44
BC: 148 lb Conc Load at 309
BC 33 lb Conc. Load at 3.94, 5.94, 7.94, 8.40
10.40,12.40
BC 246 lb Conc Load at 5.09
BC: 347 lb Conc. Load at 7.06, 9.06,11.06.13 06
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
WIND LOAD CASE MODIFIEDI
4'3"12
6'4"
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct NA CAT NE
Pf: NA Ce: NA
Lu: NA Cs NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code FBC 6th ed 201
TPI Std: 2014
Rep Factors Used. Yes
FT/RT:20(0)/10(0)
Plate Type(s)
WAVE, HS
16'4"
3'8"
10,
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL) 0.230 D 837 360
VERT(TL): 0.863 D 352 240
HORZ(LL) 0.032 C - -
HORZ(TL). 0 076 C
Creep Factor: 2.0
Max TC CSI: 0.797
Max BC CSI 0.919
Max Web CSI 0.365
VIEW Ver 17 02 01A 1115 21
ATE
pry%' Z ORY0.0:`c`.°
0 278 % 10NAL
07/03/2018
4'3"12 2'0"4
14'3"12 164"
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 2095 /986 /- /- /- /4 0
G 2106 /862 /- !- /- /4 0
Wind reactions based on MWFRS
B Min Brg Width Req = 2.5
G Min Brg Width Req = 2.5
Bearings B & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp Chords Tens. Comp
B - C 1506 - 3622 E - F 3224 - 7916
C - D 3135 - 7698 F - G 1593 - 3893
D - E 3135 - 7698
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp Chords Tens. Comp
B -K 3182 -1311 1 - H 3467 -1411
K - J 3213 -1302 H - G 3423 - 1399
J - 1 8001 - 3272
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - J 4616 -1895 1 - F 4588 -1870
D - J 349 - 380
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, hand linp, shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracin per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattachodrigidceilinLocationsshownforpermanentlateralrestraintOfwebsshallhavebracinginstalledpgrBCSIsectionsB3, B7 or 910, as applica e. Applgy plates to each face of truss and position as shown above and on the coin gDetails, unless noted otherwise. Refer to
ALPINEdrawings160A-Z for standard plate positions.
A pinl , a division of ITW Building Components Group In. shall not be responsible for any deviation from this drawing any failure to build the ro mvm~ truss in conformance with uNSI/TPI 1, or for handlirip s ippinq, installatidn and bracing of trussesA seal on this dr8winq or cover pae 2400 Lake Orange Dr. listingthis drawing indicates acceptance of proTessionar en ineering res onsibilitcvy sole) for the design shown. The suitabilityandseofthisdrawingforanystructureistheresponsibilit?of the Building Desigrier per`ANSIITPI 1 Sbc.2. Suite 150
For more information see this job's general notes page and these web sites ALPINE www al ineitw corn, TPIwww t inst or : SBCA. www sbcindust com: ICC www imsafeorg Orlando FL, 32837
Cust- 8975
VAR OUS 9A6 9A7 258SE/258MA/258TA ,RA0l I Qty. 3 IFROIVI RDG /
T48 /
COMNI KM
OrwNoR
83
8R448 3688 8 0082
Truss
Label: D1 Loading
Criteria (psf) TCLL:
20.00 TCDL:
1700 BCLL.
0.00 BCDL:
1000 Des
Ld: 47.00 NCBCLL
10.00 Soffit:
0.00 Load
Duration: 1.25 Spacing:
24.0 " co
Zn
0sTe
iTl0" +
15,8" T10"
T10" m
H0510 C
4X4(
B1) IIILX4 ' Wind
Criteria Wind
Std: ASCE 7-10 Speed:
150 mph Enclosure:
Closed Risk
Category II EXP:
C Mean
Height. 22.40 ft TCDL:
4.2 psf BCDL:
5.0 psf MWFRS
Parallel Dist: h/2 to h C&
C Dist a: 3.00 it Loc.
from endwall not in 9.00 ft GCpi:
0.18 Wind
Duration: 1 60 Lumber
Value
Set: 13B (Effective 611/2013) Top
chord 2x4 SP #2 N Bol
chord 2x4 SP #2 N Webs
2x4 SP #3 Lumber
value set "l3B" uses design values approved
1/30/2013 by ALSC Wind
Wind
loads based on MWFRS with additional C&C member
design Ti
0" T
10" Snow
Criteria (Pg,Pf in PSF) Pg:
NA Ct: NA CAT: W Pf'
NA Ce- NA Lu:
NA Cs: NA Snow
Duration: NA Code /
Misc Criteria Bldg
Code FBC 6th ed 201 TPI
Std: 2014 Rep
Factors Used: Yes FT/
RT:20(0)/10(0) Plate
Type(s): WAVE,
HS 15'
8" 7'
10" 15'
8" Defl/
CSI Criteria PP
Deflection in loc Udefl U# VERT(
LL)' 0 010 E 999 360 VERT(
fL) 0 041 E 999 240 HORZ(
LL) 0 010 E - - HORZ(
TL). 0.020 E Creep
Factor 2.0 Max
TC CSI' 0 878 Max
BC CSI 0 736 Max
Web CSI: 0.134 VIEW
Ver: 17.02.01A.1115.21 x •
o=.
ATE :• OR
P•C,o
y%
ao
278 sS/
ONA r._ 07/
03/2018 Maximum
Reactions (Ibs) Loc
R /U /Rw /Rh /RL /W B
849 / 240 / 579 / - / 153 / 4.0 D
765 /210 /494 /- /- !- Wind
reactions based on MWFRS B
Min Brg Width Req = 1.5 D
Min Brg Width Reg = - Bearing
B is a rigid surface Members
not listed have forces less than 375# Maximum
Top Chord Forces Per Ply (Ibs) Chords
Tens Comp Chords Tens. Comp. B -
C 448 -1063 C - D 464 - 1061 Maximum
Bot Chord Forces Per Ply (Ibs) Chords
Tens.Comp Chords Tens. Comp. B -
E 838 - 294 E - D 838 - 294 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, handlin shippin installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI an SBCA) P& safey ractices prior to performing these functions. Installers shall provide temporary bracin
per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y attachdrigidceiling.Locations shown forpermanent lateral restraint of webs shall have bracin installed p r BCSI sections B3, B7 or 910, as applicatsle. Appllates to each face of truss and position as shown above and on the aointgDetails, un ess noted otherwise. Refer to drawings 160A-Z
for standard plate positions Alpine, a division
of ITW Building Compon nts Grqup InC shall not be responsible for any deviation from this drpwin any failure to build the MST in conformancewithANSI/TPI 1, or or handling shipping, mstallatidn and bracing of,trussesA seal on this dr wing or cover page , listing this drawing
indicates acceptance of proTessionar en ineerinq responsibility sole) for the design 2. n. The
sui
ability and use of
this drawing, for anystructure is fhe responsibiIgof the Building responsibility s lely
for the 1 ign s
A
PINE m
rrw mwux
2400 Lake Orange
Dr. Suite 150 Orlando
FL, 32837
Job Number: N333522 Ply. 1 SEON 1598 / T47 / COMN Cust. R R8975 JRef' 1 Wcb89750082
VARIOUS ,9A619A7 ,258SE/258MA/258TA ,RA01 Oty. 1 FROM: RDG DrwNo. 183.18.1448 55328
Truss Label: D2 KM / WHK 07/02/2018
SOin
0
t k
Tl0" 15'8"
7' 10" T 10"
H0510
C
4X4(B1) wzha =4X4(B1)
15'8"
m
0
T10"
7'10"
T10"
T
15'8"
1
Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
TCLL' 2000 Wind Std: ASCE 7-10 Pg NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W
TCDL: 1700 Speed. 150 mph Pf NA Ce: NA VERT(LL): 0 011 E 999 360 B 849 / 361 / 579 / - / 153 / 4.0
BCLL: 0.00 Enclosure- Closed Lu: NA Cs: NA VERT(TL): 0.041 E 999 240 D 765 / 315 / 494 / - / - / 4.0
BCDL: 10.00 Risk Category II Snow Duration: NA HORZ(LL) 0 010 E - - Wind reactions based on MWFRS
Des Ld 47.00
EXP: C HORZ L : 0.020 E B Min Br Width Re 1.5gq
NCBCLL' 10.00
Mean Height. 22.40 ft
Code I Misc Criteria Creep Factor: 2.0 D Min Brg Width Req = 1.5
Soffit: 0.00
TCDL: 4.2 psf
BCDL: 5.0 psf Bldg Code FBC 6th ed 201 Max TC CSI: 0.878 Bearings B & D are a rigid surfacegg
Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI 0.736
Members not listed have forces less than 375#
Spacing: 24.0 " C&C Dist a: 3 00 ft Re Factors Used: Yesp Max Web CSI: 0.134
Maximum Top Chord Forces Per Ply (Ibs) Loc from endwall: not in 9 00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp
GCpi 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE, HS VIEW Ver: 17 02.01A 1115 21 B - C 448 -1063 C - D 464 - 1061
Lumber
Value Set 138 (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N B - E 838 - 294 E - D 838 - 294
Webs 2x4 SP #3
Lumber value set "13131" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
p,Sg
Oa• JY`
swONA
rF ••:L O IN Aiy
0 278 ''''wyI-tom
07/03/2018
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, handlin shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy
bracin per BCSI Unless noted oytherwise,top chord shall have properIg attached structural sheathing and bottom Chord shall have a propertyattachgdriqgidceilingLocationsshownforermanentlatgralrestraintbfwebsshallhavebraacingqinstalledperBCSIsecoons83, 87 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to
ALPINEdrawings160A-Z for standard plate positions
Alpine, a division of ITW Buildl1nccL Componpnts Group 1% shall not be responsible for any deviation from this drawin any failure to build the µnwco,,,,,,,, truss in conformance with AN 1, or for handling shipping, installation and bracing of trussesA seal on this dr winq or cover page , , 2400 Lake Orange Drlistingthisdrawingindicatesacceptanceofpro7essionarengineeringresponsibilitysolelyforthedesignshoy7n. The suitability Suite 150anduseofthisyawingforanystructureistheresponsibilityofthebuildingDesigerperANSI/TPI 1
design
For more information see thisjob's general notes page and these web sites: ALPINE www al inenw.com; TPI: www.t inst.or ; SBCA: w .sbcindust .com; ICC www.iccsafe org Orlando FL, 32837
Job Number: N333522 Ply. 1 I
SEQN. 1599 / T46 / HIPS Cust R R8975 JRef. 1 Wcb89750082
VARIOUS ,9A6/9A7 ,258SE/258MAt258TA .RA01 Qty 1 FROM RDG DrwNo, 183.18 1448 53704
Truss Label: D3G KM / WHK 07/02/2018
7'
7-
SO0
c
4X6 E 4X6
C D
15'8"
15,81,
7'
7'1"12 8 7'1"12
1
7'1"12 8'6"4 15'8"
1
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W
TCDL: 17.00 Speed 150 mph Pf, NA Ce NA VERT(LL): 0 049 G 999 360 B 1445 / 616 / - / - / - / 4 0
BCLL. 0.00 Enclosure: Closed Lu. NA Cs: NA VERT(TL): 0.189 G 999 240 E 1445 / 617 / - / - / - / 4.0
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.018 G - Wind reactions based on MWFRS
EXP: C
Des Ld 47.00 Mean Height: 22.19 tt )
HORZ L g q0.045 G B Min Br Width Re 1.5
TCDL: 4.2 psfNCBCLL: 0 00 Code / Misc Criteria Creep Factor: 2.0 E Min Brg Width Reg = 1.5
s rigid
Soffit: 0.00 gCDL 5 0 psf Bldg Code: FBC 6th.ed 201 Bearings B & E are aid surface. Max TC CSI. 0.887 g g
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.392
Spacing: 24.0 " C&C Dist a 3 00 ft Rep Factors Used No Max Web CSI: 0 252
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Loc from endwall: NA FT/RT 20(0)/10(0)
Chords Tens.Comp. Chords Tens. Comp
GCpi 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Ver: 17.02 01A 1115 21 B - C 962 - 2271 D - E 962 - 2271
Lumber
C - D 792 -1936
Value Set 13B (Effective 6/1/2013)
Maximum Bot Chord Forces Per Ply (Ibs)
Top chord 2x4 SP #2 N :T1 2x4 SP #1: Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP 2400f-2.OE
Webs 2x4 SP #3 B - H 1910 -785 G - E 1911 -785
Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3 H - G 1936 -792
Lumber value set "'1313" uses design values
approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs)
Loading
Webs Tens.Comp. Webs Tens. Comp.
1 hip supports 7-0-0 jacks with no webs. C - H 660 -194 G - D 645 -186
Wind
Wind loads and reactions based on MWFRS.
w C c1 w'4//
0 278 rw%
0,&ONAI00,r°
a
rtmmw
07/03/2018
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingp shippin installing, and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fbF safety ractices prior to performing these functions. Installers shall provide temporary
bracingper BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattachdrl9idceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as
applicable Apply Oates to each face ofptruss and position as shown above and on the Joinf Details, unless noted otherwise. Defer to ALPINE
drawings160A-Z for standard plate positions Alping,
a division of ITW Buildl1'nccL ComponQnts Group 1% shall not be responsible for any deviation from this drawing any failure to build the u,mroo WN truss
in conformance with ANSUTPI 1, or for handling s ippinlq, installatl n and bracing of trussesA seal on this drawl g or cover page, , 2400 Lake Orange Dr listing
this drawing,indicates acceptance of proTessionar ie ineeriny responsibilittyy solely for the design shown. The suiCability Suite 150 anduseofthisawingforanystructureistheresponsbbiIWoftheBuildingDesigrierperANSI/TPI 1 Sec.2. For
more information see thisjob's general notes page and these web sites: ALPINE: www.al ineitw cam; TPI: www t inst or ; SBCA' www.sbdndust .com: ICC: www iccsafe.org Orlando FL, 32837
5I I /T26 /
HIPM Ko
R.
189850082 Job Number:
VARIOUS
9A6/9A7258SE/
258MA/258TA,RA01 ply 1 FROM.RDG lN183.18.1448.53719 Truss Label: L1
NWHK 00 9' 14'0"8
15' 9' 5'0"8
1 1" III CT2 8 =04D
15' 1 T
9' 3"
8
9'3"
8 4' 10"
12 14'74
15' Loading Criteria (
psf) Wind
Criteria
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std
ASCE 7-10 Pg. NA Ct NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL 17.00 Speed. 150
mph Pf: NA Ce. NA VERT(LL) 0.055 G 999 360 B 772 / 221 / 568 / - / 127 / 8.0 BCLL: 0.00 Enclosure: Closed
Lu NA Cs NA VERT(TL) 0205 G 999 240 E 740 / 213 / 451 / - / - / 8 0 BCDL. 1000 Risk Category: II
Snow Duration NA HORZ(LL): 0 022 G - - Wind reactions based on MWFRS Des Ld: 47 00 EXP:
C HORZ(TL) 0
051 G
B Min Brg Width Reg = 1.5 Mean Height. 15 00 ft
NCBCLL: 10.00 TCDL: 4.
2 psf Code / Misc Criteria Creep Factor:
2.0 E Min Brg Width Reg = 1.5 Soffit 0.00 BCDL 5.
0 psf Bldg Code. FBC 6th ed 201 Max TC CSI: 0.937 Bearings B & F are a rigid surface. 9 9 Load Duration: 1.25 MWFRS
Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.899 Bearings B 8 F require a seat plate. Spacing 24.0 " C&C
Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0 393 Members not listed have forces
less than 375# Loc from endwall: not in
9.00 ft FT/RT:20(0)/l0(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
VIEW Ver: 17.02.01A.1115.21 Lumber B - C 390 -1053
C -
D 416 - 886 Value Set: 13B (Effective 6/
1/2013) Maximum Bot Chord Forces Per
Ply (Ibs) Top chord 2x4 SP #1 :
T2 2x4 SP #2 N: Chords Tens.Comp. Bot chord 2x4 SP #2NWebs2x4SP #3 B -
G 917 -438 Lumber value set " 13B" uses
design values approved 1/30/2013 by
ALSC Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens.
Comp. Wind Wind loads based onMWFRS
with additional C&C G - D 1031 -482 D - F 337 - 662 member design. Right end vertical
not exposed
to wind pressure. i ATE OR`P,` 0
278
s'
ONA'
1"
terMIU100110 07/
03/2018
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, handlingg shipping, installing. and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPIanaSBCA) (br safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI Unless noted
c herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached r qid ceiling Locations
shown forpermanent lateral restraint of webs shall have braacingq installed per BCSI s2coons B3, B7 or 810 as applica e. AppTy platestoeachfaceoftrussandpositionasshownaboveandontheJointDetails, unless noted otherwise. Refer to' drawings 160A-Z for standard
plate positions. Alpine, a division of ITW.
BWilding.Componpnts Group Inc. shall not be responsible for any deviation from this drowin ,an failure to build the rany 1 seal on this
drAwirig
or cover page r for the desi n
shown. The suitability ANSIrrPI 1 S c.2.
TPI: w tpinst org; SBCA
v .sbcmdustry.com. ICC w ALPINE NE u mvcoww 2400
LakeOrange
Dr. Suite
150 Orlando FL. 32837
Job Number. N333522 Ply. 1 SEON: 1601 / T75 / HIPM Cust. RR8975 JRef, 1Wcb89750082
VARIOUS ,9A6/9A7 ,258SE/258MA1258TA ,RA01 Oty: 1 FROM. RDG DrwNo. 183.18.1448 53298
Truss Label: L2G KM / WHK 07/02/2018
7' + 1018" + 14' + 15
7, 3'8" 3'4" 1
4X10 1112X4 =4X8
12
C D T2 E
I
Ln
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 1700 Speed: 150 mph
BCLL 000 Enclosure. Closed
BCDL 1000 Risk Category: II
EXP: C
Des Ld: 47.00 Mean Height: 15 00 it
NCBCLL' 0.00 TCDL: 4.2 psf
Soffit. 0.00 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: NA
GCpi 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1 :T2 2x4 SP #2 N:
Bol chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Loading
1 hip supports 7-0-0 jacks with no webs
Left side jacks have 7-0-0 setback with 0-0-0 cant
and 1-0-0 overhang End jacks have 7-0-0 setback
with 0-0-0 cant and 1-0-0 overhang. Right side jacks
have 0-0-0 setback with 0-0-0 cant and 0-0-0
overhang.
Wind
Wind loads and reactions based on MWFRS
Right end vertical not exposed to wind pressure.
15'
7T'12 3'6"4 3'6"4
1
7'1"12 10,8" + 14'2"4 ,
15'
Snow Criteria (Pg,Pr in PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
Pg NA Ct: NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W
B 1283 / 394 / - / - / - / 8 0Pf: NA Ce: NA VERT(LL) 0.060 1 999 360
Lu' NA Cs' NA VERT(TL). 0.225 1 999 240 F 1614 / 472 / - / - / - / 8 0
Snow Duration: NA HORZ(LL) 0.016 G - - Wind reactions based on MWFRS
HORZ(TL): 0.038 G
Creep Factor 2 0
B Min Brg Width Reg = 1.5
F Min Brg Width Req = 1.9Code / Misc Criteria
Bldg Code. FBC 6th.ed 201 Max TC CSI 0 730 Bearings B 8 G are a rigid surface.
TPI Std 2014 Max BC CSI. 0.642 Bearings B 8 G require a seat plate.
Rep Factors Used: No Max Web CSI: 0.855
Members not listed have forces less than 375#
FT/RT:20(0)/10(0)
Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s) Chords Tens Camp. Chords Tens. Comp.
VIEW Ver 17.02 01A 1115.21
B - C 828 - 2782 D - E 557 - 1901
WAVE
C - D 557 -1901
p.S
O a• J
0.-. VATE OF
0 278'
wrwunuwltw
07/03/2018
W1
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - 1 2572 -750 1- H 2619 -757
Maximum Web Forces Per Ply (Ibs)
Webs Tens Comp. Webs Tens. Comp.
C - I 775 - 111 H - E 2245 - 657
C - H 238 - 855 E - G 483 - 1472
D - H 326 - 637
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingq shipp n installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) fbi safety ractices prior to performing these functions. Installers shall provide temporary
bracin per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly
attach d r idceiling. Locations shown for permanent lateral restraint i f webs shall have bracin installed per BCSI sections 133, 87 or B10 as
applica e. ApppTy plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. Refer to' drawings
160A-Z fbr standard plate positions. AlpinQ,
a division of ITW Build1ng omponents Group Inc., shall not be responsible for any deviation from this drpwin any failure to build the truss
in conformance with ANSI/T 1 1, or or handl1 4, shipping, installation and bracing of,trussesA seal on this dr wing or cover page , listing
this drawing indicates acceptance of pro) essionar en ineering responsibility sole) for the design sho Fn. The suitability anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrferper`ANSIITPI 1 S9ec.2. For
more information see this lob's general notes page and these web sites: ALPINE: www.atpineitw.com, TPI www tpinst org, SBCA www.stidndustry com. ICC www iccsafe ALPINE
u
r"oww 2400
Lake Orange Dr. Suite
150 Orlando
FL, 32837
Job Number: N333522
I Ply 1 I
SEQN: 1602 / T23 / HIPM
I
Cust, R R8975 JRef. 1 Wcb89750082
VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA0l Qty 1 FROM. RDG DrwNo: 183 18 1448 54608
Truss Label: H1G KM / WHK 07/02/2018
i7
Loading Criteria (psf) Wind Criteria
TCLL. 2000 Wind Std. ASCE 7-10
TCDL: 17.00 Speed. 150 mph
BCLL- 000 Enclosure. Closed
BCDL 1000 Risk Category: II
C
Des Ld. 47.00 MeanMean Height 15.00 It
NCBCLL. 0.00 TCDL: 4.2 psf
Soffit: 0.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2
Spacing' 24.0 " C&C Dist a: 3 00 It
Loc from endwall, NA
GCpi: 0 18
Wind Duration: 1.60
Lumber
Value Set 13B (Effective 6/1/2013)
Top chord 2x4 SP #1 32 2x4 SP #2 N:
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Lumber value set "l3B" uses design values
approved 1/3012013 by ALSC Loading 1 hip supports
7-
0-0 jacks with no webs Left side jacks have
7-0-0 setback with 0-0-0 cant and 1-0-0
overhang. End lacks have 7-0-0 setback with 0-0-0
cant and 1-0-0 overhang. Right side jacks have 0-0-0
setback with 0-0-0 cant and 0-0-0 overhang. Wind Wind loads
and
reactions
based on MWFRS. Right end vertical not
exposed to wind pressure 7' 10' 10"7
7' '} 3'10"7
7'5"l 1
T1"12 T1"l2
Snow Criteria (
Pg,Pf
in PSF) Pg NA Ct NA
CAT' N/ Pf: NA Ce: NA
Lu: NA Cs' NA
Snow Duration: NA Code /
Misc Criteria Bldg
Code: FBC 6th.
ed 201 TPI Std 2014 Rep
Factors Used: No
FT/RT.20(0)/
10(0) Plate Type(s): WAVE
4CX6 T2 2X
D4
3'
4"
13 -i
3'8"l 1
10'10"7 Defl/
CSI Criteria PP
Deflection in loc
Udefl U# VERT(LL): 0.020
F 999 360 VERT(TL)' 0.076
F 999 240 HORZ(LL): 0.012
F - - HORZ(TL) 0.030
F Creep Factor: 2.0
Max TC CSI: 0.
805 Max BC CSI: 0
681 Max Web CSI: 0.
181 VIEW Ver, 17 02.
01A 1115.21 sx Oa•'J56° J * °*
o=
ATE 'Q
kie'
l••Daewoo••• 0
278 `, QNAL E
q , 07/03/2018Maximum
Reactions (Ibs) Loc
R / U / Rw /
Rh / RL / W B 572 /198 /- /- /- /8.
0 F 995 / 224 I - / - / - /
11 3 E 611 /207 /- /- /- /5.
7 Wind reactions based on
MWFRS B Min Brg Width
Reg = 1.5 F Min Brg Width
Req = 1 5 E Min Brg Width
Reg = 1.5 Bearings B, F. & E
are a rigid surface. Bearings B & F require
a seat plate Members not listed have
forces less than 375# Maximum Top Chord Forces
Per Ply (Ibs) Chords Tens Comp. B -
C 179 - 449
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, handlingg shippin installing, and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byTPIanc7SBCA) fbF safety j ractices prior to performing these functions. Installers shall provide temporary bracingper BCSI Unless noted
otherwise,top chord shall have properly attached structural sheathingand bottom Chord shall have a properly attachd riqgid ceiling LocationsshownforpermanentlateralrestraintofwebsshallhavebracininsalledperBCSIsectionsB3, B7 or 910, as applical3le Apply plates to
each face of truss and position as shown above and on the Jom Details, unless noted otherwise Refer to ALPINE drawings 160A-Z for
standardplatepositions. Alpine, a division of ITW
Buildl1'n4qComponents Group Ins., shall not be responsible for any deviation from this drpwin any failure to build the w n,,,mw,,,,, truss in conformance with ANSUfPI1, or for handliriq, s ipping, Installation and bracing of trussesA seal on this dr winq or cover page , , 2400 Lake Orange Dr. listing this drawing indicates acceptanceofproTessionAengineeringresponsibilitysolelyforthedesignshovTn. The suitability Suite 150 and use of this drawingforanystructureistheresponsibilit,7of the Building Designer per ANSUTPI 1 Sbc.2. For more information see this
job's general notes page and these web sites' ALPINE www al inetw com: TPI. www.t inst.or . SBCA: www.sbundus corn, ICC: www iccsefe org Orlando FL, 32837
1603
VARIOUS 9A6 9A7 ,2 8SE/258MA/258TA ,RA01 Oty: 1 FROM PFH /
T53 / VAL
DrwNo R183.18 ,448.5 96889750082
Truss Label: V3 KM / WHK 07/02/2018
1' 10"8
1' 10"8
6' 10' 1 "8
41"8 4'1"8
12'
III T8
12
6 =4X4
4X4 1112X4 =4X4(D1)
B C D
T
11"4
Loading Criteria (psf) Wind Criteria
TCLL: 2000 Wind Std: ASCE 7-10
TCDL: 1700 Speed 150 mph
BCLL: 0.00 Enclosure Closed
BCDL: 10.00 Risk Category II
Des Ld: 47.00
EXP: C
Mean Height, 22.39 ft
NCBCLL. 10.00 TCDL4.2 psf Soffit.
0.00 BCDL: 5.0 psf Load
Duration: 1 25 MWFRS Parallel Dist: h to 2h Spacing:
24.0 " C&C Dist a. 3.00 ft Loc.
from endwall: not in 9.00 ft GCpr.
0.18 Wind
Duration. 1 60 Lumber
Value
Set: 13B (Effective 6/1/2013) Top
chord 2x4 SP #2 N Bot
chord 2x4 SP #2 N Webs
2x4 SP #3 Lumber
value set "11313" uses design values approved
1/30/2013 by ALSC Wind
Wind
loads based on MWFRS with additional C&C member
design. Additional
Notes Valley
truss connection to truss below shall be designed
and furnished by others 12'
6'
6' 6'
12' Snow
Criteria (Pg,Pf in PSF) Defl/CSI Criteria Fig:
NA Ct: NA CAT. NA PP Deflection in loc Udefl U# Pf,
NA Ce: NA VERT(LL): 0.001 H 999 360 Lu:
NA Cs: NA VERT(TL): 0.003 H 999 240 Snow
Duration NA HORZ(LL): -0.000 F - - HORZ(
TL): 0.001 F Code /
Misc Criteria Creep Factor, 2.0 Bldg
Code: FBC 6th.ed 201 Max TC CSI: 0.337 TPI
Std: 2014 Max BC CSI 0 117 Rep
Factors Used Yes Max Web CSI: 0.074 FT/
RT:20(0)/10(0) Plate
Type(s): VIEW
Ver: 17 02.01A 1115.21 WAVEAT
E ;Q 4440278
Ilk" 19 S
0NAL 07/
03/2018 Maximum
Reactions (lbs), or'=PLF Lqc
R / U / Rw / Rh / RL / W 1'
98 /31 /54 /- /2 /144 Wind
reactions based on MWFRS I
Min Brg Width Reg = - Bearing
A is a rigid surface. Members
not listed have forces less than 375# Maximum
Web Forces Per Ply (Ibs) Webs
Tens.Comp C -
G 248 - 400 WARNING'
READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT"
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses
require extreme care in fabricatingq, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component
Safety Information, by TPI an SBCA) handlingsafety practices prior to performing these functions. Installers shall provide temporary bracin
per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attachI, rigid ceiling Locations shown for permanent lateral restraint bf webs shall hav braacing9 inslelled per BC I sections B3, B7 or 910, asapplicable. Apply plates to each face of truss and position as shown above and on tI a JoincDetails, unless noted otherwise. kefer to ALPINE
drawings160A-Z for standard plate positions Alpine,
a division of ITW Buildl), Compon nts Group In, shall not be responsible for any deviation from this drewin any failure to build the mrrwm,,,,,r,,. truss
in conformance with AN51/TPI 1, or or handlin4 shipping, installatidn and bracing of,trussesA seal on this drewi y or cover page , . 2400 Lake Orange Dr listingthisdrawinccl1indicatesacceptanceofpro'Ressionafen ineering responsibilittyy sole)v for the desi n sho Qn. The suitability anduseofthisaawingforanystructureistheresponsibil,710 the quilding Desigrfer per'ANSI/TPI 1 Sec.2. Suite 150 For
more information see thisjob's general notes page and these web sites: ALPINE www al ineitw com; TPI: www t inst.or . SBCA. www.sbcindust com; ICC. www iccsafe org Orlando FL, 32837
Job Number: N333522 Ply: 1 SEON 1604 / T44 / VAL Cust: RR8975 JRef' 1Wcb89750082
VARIOUS ,9A6/9A7 ,258SE/258MA1258TA ,RA0l Oty 1 FROM. PFH DrwNo. 183.18.1448 53426
Truss Label: V2 KM / WHK 07/02/2018
Loading Criteria (psf)
TCLL: 20.00
TCDL' 17.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 47.00
NCBCLL' 1000
Soffit: 0.00
Load Duration 1 25
Spacing: 24.0 "
Lumber
1'10"8 6'1"8 8'
1'10"8 4'3" 11110"8
12
6 :
4X6 =4X6
A
B C=4X4(D1) 4X4(D1)
Dv
G
F E
1112X4 III2X4
8'
I 8'
I
r 8'
Wind Criteria
Wind Std ASCE 7-10
Speed: 150 mph
Enclosure. Closed
Risk Category: II
EXP: C
Mean Height: 23.39 ft
TCDL: 4.2 psf
BCDL 5.0 psf
MWFRS Parallel Dist. h to 2h
C&C Dist a 3.00 ft
Loc. from endwall not in 9 00 ft
GCpi: 0 18
Wind Duration: 1 60
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Valley truss connection to truss below shall be
designed and furnished by others .
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NI
Pf NA Ce: NA
Lu: NA Cs. NA
Snow Duration. NA
Code / Misc Criteria
Bldg Code FBC 6th.ed 201
TPI Std: 2014
Rep Factors Used. Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.001 F 999 360
VERT(TL)' 0.003 F 999 240
HORZ(LL): -0.000 E - -
HORZ(TL) 0.001 E
Creep Factor. 2.0
Max TC CSI. 0.463
Max BC CSI: 0.117
Max Web CSI: 0 058
VIEW Ver 17 02.01A.1115 21
Q VE
o ,•'••:cC 0R\V.--' C ,*-
0 278 s/O NAL
07/03/2018
Maximum Reactions (lbs), or'=PLF
Loc R /U /Rw /Rh /RL /W
G' 97 /26 /53 /- /2 /960
Wind reactions based on MWFRS
G Min Brg Width Req = -
Bearing A is a rigid surface
Members not listed have forces less than 375#
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, handlingg shippin installing.and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) fbr satiety ractices prior to performing these functions. Installers shall provide temporary
bracin per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro Ler yattachI
r
qid ceiling Locations shown for permanent lateral restrdlnt of webs shall hav braacin installed per BCSI sections B3, B7 or 910, as
applica e. Apply plates to each face of truss and position as shown above and on tI a Joinl9Details, unless noted otherwise Refer to ALPINE
drawings160A-Z for standard plate positions. Alpine,
a division of ITW Buildl1nccL CComponents Grqup Inc., shall not be responsible for any deviation from this drawin any failure to build the NImYCWNn truss
in conformance with ANSIlTP1 1, or for handling, shippin?, installation and bracing of,trussesA seal on this dr wing or cover page , , 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofproessionaenineerinqresponsibilitysolelyforthedesinshon. The sui ability anduseofthisgnawingforanystructureistheresponsibility' of the Building Desigrier perANSIITPI 1 Sec.2. Suite 150 For
more information see thisjob's general notes page and these web sites ALPINE: wx al ineitw.com; TPI: w t inst or , SBCA w sbcindustry com, ICC w imsafe.org Orlando FL, 32837
Job Number: N333522 Ply: 1 SEON. 1605 / T56 / VAL Cust. R R8975 JRO, 1 Wcb89750082
VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty 1 FROM. PFH Dnallo: 183.18.1448.54780
Truss Label. VI KM / WHK 07/02/2018
Loading Criteria (psf)
TCLL: 20.00
TCDL 17.00
BCLL: 0.00
BCDL1000 Des
Ld: 47.00 NCBCLL'
1000 Soffit:
0.00 Load
Duration 1 25 Spacing:
24.0 " 1110i18
I 4'
1'
1 0"8 T 2'
1"8 12
12
6
F,—,- Q 5.62 4X4=
4X4(D1) v
A 4X4(
D1) B C
D
Wind
Criteria Wind
Std, ASCE 7-10 Speed:
150 mph Enclosure:
Closed Risk
Category. II EXP
C Mean
Height: 24.39 ft TCDL:
4.2 psf BCDL
5 0 psf MWFRS
Parallel Dist: h to 2h C&
C Dist a 3 00 ft Loc.
from endwall. not in 9.00 ft GCpi:
0.18 Wind
Duration: 1.60 Lumber
Value
Set. 13B (Effective 6/1/2013) Top
chord 2x4 SP #2 N Bot
chord 2x4 SP #2 N Lumber
value set "1313" uses design values approved
1/3012013 by ALSC Wind Wind loads
based
on MWFRS with additional C&C member design. Additional
Notes Valley
truss connection
to truss below shall be designed and furnished
by others . Snow Criteria (Pg,
Pf in PSF) Pg: NA Ct
NA CAT, N/ Pf: NA Ce:
NA Lu: NA Cs'
NA Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC
6th.ed 201 TPI Std 2014
Rep Factors Used:
Yes FT/RT.20(
0)/10(0) Plate Type(s):
WAVE 4' 4'
4'
Defl/
CSI
Criteria
PP Deflection in
loc Udefl U# VERT(LL): 0
005 999 360 VERT(TL): 0
017 999 240 HORZ(LL) -0.
002 - HORZ(TL): 0.
004 Creep Factor 2.
0 Max TC CSI:
0 097 Max BC CSI.
0 141 Max Web CSI:
0.000 VIEW Ver. 17
02.01A 1115.21 V•••' v w.
vv—
ry i • ATE 0
s 0 278/
ONAk-
07/03/2018
Maximum Reactions (lbs),
or'=PLF Loc R I /
Rw /Rh /RL /W D' 97 /11 /
50 /- /5 /480 Wind reactions based
on MWFRS D Min Brg
Width Reg = - Bearing A is
a rigid surface. Members not listed
have forces less than 375# WARNING" READ AND
FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS
DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care
in fabricating, handling shippin installing. and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) toF safety ractices prior to performing these functions Installers shall provide temporary BCSI. Unless noted
otherwise,top chord shall have properlyy attached structural sheathing and bottom chord shall have a propperly id ceiling Locations
shown for Dermanent lateral restraint bf webs shall have bracing installed per BCSI sections B3, B7 or B10 e AppTy plates
to each face of truss and position as shown above and on the Joinl9Details, unless noted otherwise. Refer to' rr}ompon nts
Group In shall not be responslble for any deviation from this dr win any failure to build the 11, or orh.ndlirig s iippinq, Installation and bracing of,trussesA seal on this dr wlrlg or cover pa e , acceptance of proTessionarr
en ineerinq responsibility solely for the desi n shown. The suit9lo ty any structure istheresponsibilityofthebuildingDesignerperANSI/TPI 1 S c.2. ral notes page
and these web sites: ALPINE www alpineitw corn: TPI: w Jpinst org, SBCA www.sbctndustry.com, ICC www imsal ALPINE 2400 Lake
Orange
Dr. Suite 150 Orlando
FL, 32837
8975
VARIOUS 9A6 9A7 258SE/258MA/258TA ,RAO1 I Oty: 1 FROM: RDG /
T41 /MONO
DrwNo. R1183 18R1448.542039750082
Truss Label: MG1 KM / WHK 07/02/2018
4;
T
re
L
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std ASCE 7-10
TCDL: 17.00 Speed: 150 mph
BCLL. 0.00 Enclosure Closed
BCDL: 10.00 Risk Category: II
EXP: C
Des Ld: 4700 Mean Height 22 44 ft
NCBCLL: 10.00 TCDL' 4 2 psf
Soffit' 000 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing. 24.0 " C&C Dist a: 3.00 It
Loc. from endwall: not in 144 00
GCpr. 0.18
Wind Duration 1 60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x6 SP SS
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Special Loads
Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 78 plf at 0 00 to 78 plf at 7.00
BC. From 10 plf at 0.00 to 10 plf at 7.00
BC: 765 Ib Conc. Load at 1.40, 3 40, 5 40
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure
4' 10"
4' 10"
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct NA CAT: NF
Pf: NA Ce NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code FBC 6th.ed 201
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
dxa B
27'
7'
Defl/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): 0.012 D 999 360
VERT(TL): 0.044 D 999 240
HORZ(LL). -0 009 D - -
HORZ(TL): 0 021 D
Creep Factor: 2.0
Max TC CSI 0 773
Max BC CSI. 0.586
Max Web CSI: 0.783
VIEW Ver: 17.02.01A 1115 21
g O. bCi4if •
6
o ATE : Q
S
0 278 "N NAl a
07/03/2018
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
A 1521 /499 /- /- /- 14.0
C 1389 /460/-
Wind reactions based on MWFRS
A Min Brg Width Req = 1.8
C Min Brg Width Req = -
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens Comp
A-B 433-1319
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens Comp
A - D 1070 - 312
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
D - B 2057 - 589 B - C 503 - 1470
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI and SBCA) fbr safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord $hall have a properly
lid cejlinaa Locations shown for permanent lateral restraint bf webs shall hav bracjnp installed per BCSI s ctlons 3, 67 or 810, e.- AppTy plates to each face. of truss and position as shown above and on the Join, Details, unless note otherwise. Refer to
of ITW Buildl1'nccL ompon nts Group Inc.shall not be responsible for any deviation from this drffwin any failure to build the
ice with ANSIrf 11, or for handling, shipping, installation and bracing of,trussesA seal on this dr wirfg or cover page , .
nq indicates acceptance of pro) essionar en ineerinq responsibility solelyfor the desi n shown. The suit -abilitydrawingforanystructureisfheresponsibiIVoftheBuildingDesigrierperANSI/TPI 1 Sec.2.
ee this job's general notes page and these web sites' ALPINE: w atpineitw com. TPI. w .tpinst.org; SBCA wane sbandustry com, ICC www iccsaf
ALPINE
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
VAR OUS 9A6/9A7 ,2 8SE/258MA/258TA ,RA01 I Oly 2 I FROM PFH /
T12 / VAL
DrwNo R183..118..114481 52809750082
Truss Label: MV2 KM / WHK 07/02/2018
Loading Criteria (psq Wind Criteria
TCLL 20.00 Wind Std. ASCE 7-10
TCDL. 1700 Speed: 150 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
EXP: C
Des Ld 47.00 Mean Height: 22 56 ft
NCBCLL 10.00 TCDL: 4.2 psf
Soffit: 0.00 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 not in 9 00 ft
GCpi: 0 18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Lumber value set " 13B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design
Additional Notes
Valley truss connection to truss below shall be
designed and furnished by others .
3'6"12 i 4'
3'6" 12 5
12 III2X4P C
I
N
1
DF
E
III3X6
j— 4
3'6"12 5
3'6"12 4'
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
Fig NA Ct: NA CAT: NA PP Deflection in loc L/defl L/#
Pf. NA Ce, NA VERT(LL): NA
Lu: NA Cs: NA VERT(TL): NA
Snow Duration NA HORZ(LL): 0 004 E
HORZ(TL) 0 009 E
Code / Misc Criteria Creep Factor, 2.0
Bldg Code FBC 6th ed 201 Max TC CSI: 0.198
TPI Std. 2014 Max BC CSI: 0.164
Rep Factors Used Yes Max Web CSI 0 083
FT/RT.20(0)/10(0)
Plate Type(s):
VIEW Ver: 17.02 01A.1115.21WAVE
O. bCi4ii
o . ATE
ell
ao 278 ZN',NAL
uv'
07/03/2018
Maximum Reactions (lbs), or'=PLF
Loc R /U /Rw /Rh /RL /W
F' 97 /33 /67 /- /21 /480
Wind reactions based on MWFRS
F Min Brg Width Reg = -
Bearing A is a rigid surface
Members not listed have forces less than 375#
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlingq shi pin installing and bracing Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI and SBCA) (b safety ractices prior to performing these functions. Installers shall provide temporary
r BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyaidceilingLocationsshownforDermanentlateralrestraintbfwebsshallhavebracrninstalledperBCSIsections133, B7 or 910,
fle. Apply plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise Refer to
60A-Z for standard plate positions
ivision of ITW Build%g Components Group Inc. shall not be responsible for any deviation from this drpwin any failure to build the
lformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this dr wirfq or cover page ,
drawingg indicates acceptance of pro essiona en ineering responsibilrrytv solely for the desi n sho n. The sui abilityfthisdrawingforanystructureistheresponsibilit9loftheBuildingDesigrSerperANSIrrPItSec.2.
mation see this job's general notes page and these web saes: ALPINE www alpineitw com; TPI www.tpinst org; SBCA www.sbcindustry.com: ICC: www.fccsef
ALPINE
iwm Co~
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number: N333522 Ply. 1 SEQN. 1608 / Tl l / VAL I Cust. RR8975 JRef, 1Wcb89750082
VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty. 2 FROM: PFH DrwNo: 183.18.1448.54967
Truss Label: MV1 KM / WHK 07/02/2018
Loading Criteria (psf) Wind Criteria
TCLL: 2000 Wind Std. ASCE 7-10
TCDL: 17.00 Speed 150 mph
BCLL- 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category II
EXP: C
Des Ld: 47.00 Mean Height: 23.06 ft
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit 000 BCDL: 5.0 psf
Load Duration, 1 25 MWFRS Parallel Dist: h/2 to h
Spacing. 24.0 " C&C Dist a 3 00 ft
Loc. from endwall. not in 9 00 It
GCpi 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bol chord 2x4 SP #2 N
Lumber value set " 13B" uses design values
approved 1/3012013 by ALSC Wind Wind
loads
based on MWFRS with additional C&C member design.
Additional Notes
Valley truss
connection to truss below shall be designed and
furnished by others 12 6
F7,-
6 2'
2'
Snow
Criteria (
Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or'=PLF Pg. NA
Ct NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA
Ce. NA VERT(LL) 0 007 B 999 360 D' 97 / 16 / 60 /- / 12 Lu: NA
Cs' NA VERT(TL): 0.027 B 999 240 Wind reactions based on MWFRS Snow Duration:
NA HORZ(LL). 0.003 B - - D Min Brg Width Req = - HORZ(TL)
0 007 B Bearing A is a rigid surface. Code / Misc
Criteria Creep Factor 2 0 240 Bldg
Code
FBC 6th ed 201 Max TC CSI 0 057 Members not listed have forces less than 375# TPI Std:
2014 Max BC CSI: 0.132 Rep Factors
Used Yes Max Web CSI: 0 000 FT/RT.
20(0)/10(0) Plate Type(
s): WAVE VIEW
Ver: 17.02.01A.1115.21 eo p,
Sg O w•
JS" ATE p'•.•
L \
OP•` ' O R * o z7s
y'' sSIONAL
V L+wti'
Ylwttw 07/03/
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, handlingg shippin installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI an a SBCA) fb safety ractices prior to performing these functions Installers shall provide temporary bracin per
BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly allachg rigidceilingLocationsshownforpermanentlateralrestr3lntofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or B10, as applicable. ApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJoint9Details, unless noted otherwise. Defer to drawings 160A-Z
for standard plate positions. ALPINE Alpine, a division
of ITW Build 1n$gComponents Group In,% shall not be responsible for any deviation from this drawin any failure to build the truss in conformance
with ANSI/TPI 1, or for handlirlq s ipping, installation and bracing of trussesA Seal on this dr wing or cover pae ability Wrnroo,.vun
2400
Lake Orange
Dr. listing this drawingindicatesacceptanceofpro-fessionaf en ineeriny9 responsibilittyy solely for the de si n shovTn. The suit and use ofthisgnawingforanystructureisfheresponsibilitoftheBuildingDesigrierperANSI/TPI 1 S%c.2. Suite 150 For more information
see thisjob's general notes page and these web sites, ALPINE: www al ineaw.com; TPI. www.t tnst.or , SBCA: www sbcindusl .com, ICC: www icrsafe org Orlando FL, 32837
Job Number: N333522 Ply: 1 I SEON. 1612 / T68 / EJAC Cust' R R8975 JRef: 1 Wcb89750082
VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty 5 FROM. RDG DrwNo 183.18.1448 53423
Truss Label: EJ7S KM / WHK 07/02/2018
Loading Criteria (psf)
TCLL. 2000
TCDL: 17.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 47.00
NCBCLL 10.00
Soffit: 0.00
Load Duration, 1.25
Spacing: 24.0 "
4X4(B1)
Wind Criteria
Wind Std ASCE 7-10
Speed: 150 mph
Enclosure: Closed
Risk Category II
EXP C
Mean Height, 22.44 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: not in 4 50 ft
GCpr. 0 18
Wind Duration, 1 60
Lumber
Value Set 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #2 N
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (3) 0 131 "x3.0", min. toe -nails at top chord.
Provide (2) 0 131"x3.0", min. toe -nails at bottom chord
Snow Criteria (Pg,Pf in PSF)
Fig NA Ct NA CAT W
Pf: NA Ce NA
Lu. NA Cs: NA
Snow Duration. NA
Code / Misc Criteria
Bldg Code: FBC 61h.ed 201
TPI Std 2014
Rep Factors Used Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
7'
7'
Deft/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): NA
VERT(TL): NA
HORZ(LL): -0 015 B
HORZ(TL): 0.030 C
Creep Factor: 2.0
Max TC CSI: 0.777
Max BC CSI' 0 606
Max Web CSI: 0.000
VIEW Ver: 17.02.01A 1115.21
S
g .o ATE' Q
kpc;•...'L OR`OP.\ r0'
90278 ''' S ONAL
07/03/2018
B
C
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
A 347 / 93 / 255 / - / 176 / -
C 137 /16 /107 /- /- /15
B 254 / 174 / 154 / - / - / 1.5
Wind reactions based on MWFRS
A Min Brg Width Reg = -
C Min Brg Width Reg = -
B Min Brg Width Reg = -
Members not listed have forces less than 375#
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
sses require extreme care in fabricating, handlingp shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
nponent Safety Information, by TPI and SBCA) fbr safety practices prior to performing these functions Installers shall provide temporary
inq per BCSI. Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly
ch rigqid ceiling Locations shown forpermanent lateral restraint f webs shall have bracing installed per BCSI sections B3, B7 or 10, pplicatsle. AppTy_plates to Bach face. of ttrussand position as shown above and on the JoincDetails, unless noteo otherwise. Refer to of
ITW Buildl1nlComponpnts Group Inc., shall not be responsible for any deviation from this drawin any failure to build the ince
with AN51/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this dr wirfg or cover page , in
q indicates acceptance of professionar to ineering responsibilittyv solely for the design shown. The sui ability drawingforanystructureistheresponsibilityofthebuildingDesigrSerperANSUTPI1Sec.2. see
this job's general notes page and these web sites ALPINE: w elpineitw.com, TPI tpinstsee thisjob's notes page and these web sites ALPINE: TPI tpinst org, SBCAwwwsbcindustrycom, ICC' www iccsafeSBCA wsbcindustrycom, ICC' iccsafe ALPINE
M
rrW 03MNJ1Y 2400
Lake Orange Dr. Suite
150 Orlando
FL, 32837
Job Number: N333522 Ply. 1 SEQN. 1647 / T40 / EJAC Gust R R8975 JRef. 1 Wcb89750082
VARIOUS .9A6/9A7 ,258SE/258MA/258TA ,RA01 Qly: 10 FROM: RDG DrwNo: 183.18.1448 53906
Truss Label: EJ7A FV / WHK 07/02/2018
Loading Criteria (psq
TCLL. 20.00
TCDL' 17.00
BCLL: 0.00
BCDL. 10.00
Des Ld 47.00
NCBCLL. 10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
T
6-6
1
Wind Criteria
Wind Sld ASCE 7-10
Speed: 150 mph
Enclosure Closed
Risk Category: II
EXP: C
Mean Height: 22 19 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 not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #2 N
Lumber value set " 13B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (3) 0.131"x3.0", min. toe -nails at top chord
Provide (2) 0 131"x3.0", min. toe -nails at bottom chord.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: Ni
Pf. NA Ce: NA
Lu. NA Cs. NA
Snow Duration. NA
Code / Misc Criteria
Bldg Code FBC 6th.ed 201
TPI Std 2014
Rep Factors Used Yes
FT/RT 20(0)/10(0)
Plate Type(s).
WAVE
7'
7'
Defl/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): NA
VERT(TL)' NA
HORZ(LL): -0.014 C
HORZ(TL): 0.028 D
Creep Factor: 2.0
Max TC CSI. 0.750
Max BC CSI: 0.596
Max Web CSI: 0 000
VIEW Ver, 17.02 01A 1115 21
O J
p,SgJY`
o•+ ATE Q
L O ••°
07/03/2018
C
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 432 / 138 / 344 / - / 200 / 4.0
D 136 /14 /104 /- /- /1.5
C 250 / 170 / 150 / - / - / 1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling shippin installingand bracing. Refer to and follow the latest edition of BCSI (Building t
Safety Information, by TPI ancT SBCA) I r safety ractices prior to performing these functions Installers shall provide temporary BCSI.
Unless noted otherwise,top chord shall have proper)yY attached structural sheathing and bottom chord shall have a pro pper y 6i11d
ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, e._
AppTplates to each face, of truss and position as shown above and on the JoincDetails, unless noted otherwise. Defer to Alpine, a
division of ITW Bulldl'nccL ccomponents Groupp In, shall not be responsible for any deviation from this drpwinq any failure to build the MST InconformancewithAN11lTPI1, or for handllrS) shipping, installation and bracing of,trussesA seal on this dr8wing or cover page , listing this
drawing indicates acceptance of pro essionaf en ineerinq responsibility solely for the desi n shown. The suitability and useofthisgnawingforanystructureistheresponsibilit9loftheBuildingDesigrierperANSI/TPI 1 S c.2. For more
information see this job's general notes page and these web sites ALPINE www al ineaw com; TPI www t inst.or : SBCA: www.sbc4ndust .com: ICC: www.iccsaf ALPINE v'
my
o"wry 2400 Lake
Orange Dr. Suite 150
Orlando FL,
32837
Job Number: N333522
I Ply: 1
FROKRDG
SEON' 1613 / T54 / EJAC
I
Cust R R8975 JRef: 1 Wcb89750082
VARIOUS 9A6/9A7,258SE/258MA1258TA,RA0l Oty. 8 DrwNo: 183.18 1448.54218
Truss Label: E.12 SN / OF 07/02/2018
T
12 C
4X4(B1)
Loading Criteria (psf)
TCLL: 20.00
TCDL' 1700
BCLL. 0.00
BCDL: 10.00
Des Ld: 47.00
NCBCLL: 10.00
Wind Criteria
Wind Std. ASCE 7-10
Speed. 150 mph
Enclosure Closed
Risk Category: II
EXP: C
Mean Height, 20.91 ft
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct' NA CAT: Ni
Pf NA Ce NA
Lu: NA Cs: NA
Snow Duration. NA
Code / Misc Criteria
TCDL: 4.2 psf
Soffit: 0.00 BCDL 5 0 psf Bldg Code: FBC 6th ed 201
Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014
Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used, Yes
Loc. from endwall: Any FT/RT-20(0)/10(0)
GCpi: 0.18 Plate Type(s)
Wind Duration: 1.60 WAVE
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 0.131"x3 0", min toe -nails at top chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.
TT
co
1108
1 ' 10"8
Defl/CSI Criteria Maximum Reactions (Ibs)
PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W
VERT(LL). NA B 200 171 / 178 / - / 68 4.0
VERT(TL): NA D 33 / 3 / 27 / - / - 1.5
HORZ(LL): -0.000 C C 47 / 36 / 20 / - / - 1.5
HORZ(TL): 0 000 C Wind reactions based on MWFRS
Creep Factor: 2.0 B Min Brg Width Reg = 1 5
Max TC CSI 0 183 D Min Brg Width Reg = -
Max BC CSI. 0.031 C Min Brg Width Reg = -
Max Web CSI: 0.000 Bearing B is a rigid surface
VIEW Ver: 17.02.01A.1115.21
r
TT*--- ; 1i • •
7t
s •
5TATr
0 278 Wi S/ONAI-
07/03/2018
Members not listed have forces less than 375#
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingg, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporar
bracin per BCSI. Unless noted olherwise,top chord shall have properig attached structural sheathing and bottom chord shall have a proper yattachdrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavbraawninstalledperBCSIsectionsB3, B7 or 910,
as app IC2Me. AppTy plates to each face of truss and position as shown above and on tt a Joint9Details, unless noted otherwise Refer to
ALPINEdrawings160A-Z for standard plate positions
Alpine, a division of ITW Buuildl1'ngg omponents Group Inc shall not be responsible for any deviation from this drawin any failure to build the - ro,,,N,,
truss in conformance with ANSIrf 1 1, or for handling, shipping, installatidn and bracing of trussesA seal on this druwing or cover pagqe , , 2400 Lake Orange Drstingthisdrawing,indicates acceptance of pproTessionaf engineering responsibility solely for the design shoWn. The suiTabili
Suite
Lake
and se of this awing for any structure is fhe responsibilitygof the Building Desigrier perYANSI/TPI 1 Sec.2.150
For more information see thisjob's general notes page and these web sites. ALPINE' www.al ineitw.com; TPI: www.t inst.or ; SBCA: www sbandustry com, ICC www iccsafe org Orlando FL, 32837
Job Number: N333522
I Ply' 1 I
SEQN. 1609 / T22 / EJAC Cust, R R8975 JRef. 1 W089750082
VARIOUS ,9A6/9A7 .258SE/258MA/258TA .RA01 Qty: 7 FROM. RDG DrwNo: 183.18 1448.55124
Truss Label: E.17 KM / WHK 07l02/2018
Loading Criteria (psf)
TCLL 2000
TCDL: 1700
BCLL: 0.00
BCDL: 1000
Des LC 47.00
NCBCLL' 1000
Soffit: 000
Load Duration: 1 25
Spacing: 24.0 "
C
12
6
o_ to
M
V
B
2 A
q
D
Wind Criteria
Wind Std: ASCE 7-10
Speed: 150 mph
Enclosure. Closed
Risk Category: II
EXP: C
Mean Height: 15.00 It
TCDL. 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3 00 ft
Loc. from endwall not in 4 50 It
GCpi 0.18
Wind Duration 1 60
Lumber
Value Set 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design
Additional Notes
Provide (3) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.
Snow Criteria (Pg,Pf in PSF)
Pg' NA Ct: NA CAT: N/
Pf NA Ce: NA
Lu NA Cs- NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 6th.ed 201
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
7'
7'
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL) NA
VERT(TL). NA
HORZ(LL) 0 017 D
HORZ(TL). 0.040 D
Creep Factor: 2.0
Max TC CSI: 0.956
Max BC CSI: 0 602
Max Web CSI: 0.000
VIEW Ver: 17.02 01A.1115.21
o ATE •°
c
00 z78 NAL
07/03/2018
Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
B 436 / 94 / 349 / - / 152 / 8 0
D 136 /13 /106 /- /- /1.5
C 237 / 113 / 153 / - / - / 1.5
Wind reactions based on MWFRS
B Min Big Width Req = 1.5
D Min Big Width Req = -
C Min Big Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate
Members not listed have forces less than 375#
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingg, handlingp shlppin in$talling.and bracing Refer to and follow the latest edition of SCSI (Building
Component Safety Information, by TPI and SBCA) fbF safety ractices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y
attach@d n qid ceiling Locations shown for permanent lateral restraint bf webs shall have braacingq insl lled per BCSI sections 63, 87 or 810,
as app ica e. Apply plates to each face, of truss and position as shovm above and on the JoinrDetails, unless noted otherwise. Refer to
ALPINEdrawings160A-Z for standard plate positions
AlpinQ, a division of ITW Build11'ngg Components Group Inc. shall not be responsible for any deviation from this drawin anyy failure to build the ,,,,itl ml~ truss in conformance with ANSIrtPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this dr winq or cover pa e , , 2400 Lake Orange Dr
listing this drawing, indicates acceptance of professionar en ineenr responsibilittyv sole) for the desi n shovi7n. The suitability 9
and use of this awing for any structure is the re the Building DesigrSer perYANSIITPI 1 Sec.2. Suite 150
For more information see this job's general notes page and these web sites ALPINE: www.al ineitw com, TPI www.l inst or , SBCA www sbcindustry.com: ICC: w Jccsafe org Orlando FL, 32837
Job Number: N333522 Ply 1 SEQN 1619 / T50 / JACK Cust• R R8975 JRef 1 Wcb89750082
VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty 1 FROM: HMT DrwNo 183 18 1448 54079
Truss Label: CAS KM / WHK 07/02/2018
Loading Criteria (psf) Wind Criteria
TCLL: 2000 Wind Std ASCE 7-10
TCDL 17.00 Speed. 150 mph
BCLL 0.00 Enclosure Closed
BCDL 10.00 Risk Category. II
EXP C
Des Ld. 47.00 Mean Height. 20 92 ft
NCBCLL. 1000 TCDL: 4.2 psf
Soffit: 000 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
GCpr 0.18
Wind Duration 1 60
Lumber
Value Set. 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bol chord 2x4 SP #2 N
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design
Additional Notes
Provide (2) 0.131"x3.0", min toe -nails at top chord
Provide (2) 0.131"x3 0", min. toe -nails at bottom chord
12
6
B
A
T
W
4X4(B1) C
11"4
1 „4 F 1
Snow Criteria (Pg,Pf in PSF)
Fig, NA Ct: NA CAT: W
Pf NA Ce NA
Lu NA CsNA Snow
Duration NA Code /
Misc Criteria Bldg
Code FBC 6th ed TPI
Std' 2014 Rep
Factors Used: Yes FT/
RT.20(0)/10(0) Plate
Type(s): WAVE
Defl/
CSI Criteria PP
Deflection in loc Udell U# VERT(
LL)' NA VERT(
TL)' NA HORZ(
LL)' -0 000 B HORZ(
TL) 0 000 B Creep
Factor: 2.0 Max
TC CSI' 0.027 Max
BC CSI. 0.007 Max
Web CSI 0 000 VIEW
Ver. 17 02 01A 1115 21 0
WATE, 07/
03/2018 Maximum
Reactions (Ibs) Loc
R /U /Rw /Rh /RL /W A
51 /6 /36 /- /21 / - C
17 /2 /13 /- /- /15 B
32 /24 /20 /- /- /1.5 Wind
reactions based on MWFRS A
Min Brg Width Reg = - C
Min Brg Width Reg = - B
Min Brg Width Reg = - Members
not listed have forces less than 375# 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, handlmq shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI anSBCA) gr safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI
Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ngid ceilmqLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910 as applicable Apply Oates
to each face of truss and position as shown above and on the aoingDetails, unless noted otherwise. Refer to' drawings 160A-Z for
standard plate positions. Alpine, a division of
ITW Bwldlncc ComponQnts Group InG shall not be responsible for any deviation from this drpwin any failure to build the truss in conformance with
AN 1, or Tor handling shipping, installatidn and bracing of,trussesA seal on this dr%wing or cover page, listing this drawing, indicates
acceptance of proTesstonar en ineeriny responstbilitt solely for the design shown. The suitability and use of thisawing
for any structure is the responsibilityof the Building Desigrfer per ANSI/TPI 1 Sec.2. ALPINE o 2400 Lake
OrangeDr.
Suite 150 Orlando FL,
32837
8975
VAR OUS 9A6/9A7 ,2 8SE/258MA/258TA .RA01 Oty: 1 I FROM: RDG /
T45 / JACK
I KM
No/
R
83. 8.14 8 5248
8
0082
Truss Label: CJ5S
Loading Criteria (psf)
TCLL: 20.00
TCDL. 17.00
BCLL' 0.00
BCDL: 10.00
Des Ld: 47 00
NCBCLL: 10.00
Soffit: 000
Load Duration: 1.25
Spacing. 24.0 "
T6"6
i
4X4(B1)
Wind Criteria
Wind Std ASCE 7-10
Speed 150 mph
Enclosure: Closed
Risk Category. II
EXP C
Mean Height. 21.92 It
TCDL: 4.2 psf
BCDL' 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a 3 00 It
Loc. from endwall: not in 4.50 ft
GCpi 0.18
Wind Duration: 1.60
Lumber
Value Set. 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bol chord 2x4 SP #2 N
Lumber value set " 13B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 0.131 "x3.0", min toe -nails at top chord.
Provide (2) 0.131"x3 0", min toe -nails at bottom chord.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: W
Pf: NA Ce: NA
Lu. NA Cs. NA
Snow Duration. NA
Code / Misc Criteria
Bldg Code FBC 6th ed 201
TPI Std. 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s)'
WAVE
4' 11 "4
4'11"4
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): NA
VERT(TL)' NA
HORZ(LL): -0 007 B
HORZ(TL): 0 012 C
Creep Factor: 2.0
Max TC CSI: 0.509
Max BC CSI' 0.308
Max Web CSI: 0.000
VIEW Ver 17.02 01A 1115 21
S,o rATE ;'Qr
0 278s/
ONAtwrwt yµta v"tt' 07/
03/2018 B
C.
Maximum
Reactions (Ibs) Loc
R / U / Rw / Rh / RL / W A
246 162 / 180 / - / 121 / - C
97 /11 /76 /- /- /1.5 B
177 /120 /108 /- /- /1.5 Wind
reactions based on MWFRS A
Min Brg Width Req = - C
Min Brg Width Req = - B
Min Brg Width Req = - Members
not listed have forces less than 375# 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, handlingshipping, installing, and bracing Refer to and follow the latest edition of BCSI (Building Component
Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracm
per BCSI. Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attach
d rigid ceiling Locations shown for permanent lateral restraint bf webs shall have bracing installed per BCSI sections B3, B7 or B10 as
appI caf3le. Apply plates to each face, of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to' drawings
160A-Z for standard plate positrons. Alpine,
a division of ITW Build1nctComponents Group Inc shall not be responsible for any deviation from this drpwin apg failure to build the trussinconformancewithANSI4PI1, or for handluiq, shipping, installation and bracing of,trussesA eat on this dr wirtI or cover page, listing
this drawin indicates acceptance of pro essrona en ineering responsibilittyv solely for the desi n sho n. The sui ability anduseofthisgnawingforanystructureistheresponsibitit,7of the Building DesigrSer per ANSI/TPI 1 S c.2. ALPINE.
MCDN.'M1Y 2400
Lake Orange Dr. Suite
150 Orlando
FL, 32837
Job Number: N333522 Ply' 1 SEON: 1616 / T19 / JACK Cust R R8975 JRef. 1 Wcb89750082
VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty: 1 FROM. RDG DrwNo: 183.18.1448.55093
Truss Label: CJ3S KM / WHK 07/02/2018
T
6"6
i
Loading Criteria (psi) Wind Criteria
TCLL. 20.00 Wind Std ASCE 7-10
TCDL 17.00 Speed: 150 mph
BCLL 000 Enclosure Closed
BCDL: 10.00 Risk Category: II
C
Des Li 47 00 Mean Height: 21 42 ItMea
NCBCLL' 10.00 TCDL: 4.2 psf
Soffit: 000 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
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design
Additional Notes
Provide (2) 0.131"x3 0", min. toe -nails at top chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.
4X4(B1)
12 B
2' 11 "4
2' 11 "4
Snow Criteria (Pg,Pf in PSF)
Pg. NA Ct: NA CAT: N/
Pf: NA Ce: NA
Lu. NA Cs NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 6th.ed
TPI Std' 2014
Rep Factors Used Yes
FT/RT 20(0)/10(0)
Plate Type(s):
WAVE
C
Defl/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): NA
VERT(TL)' NA
HORZ(LL): -0.002 B
HORZ(TL)' 0.003 C
Creep Factor: 2.0
Max TC CSI. 0.283
Max BC CSI: 0 111
Max Web CSI: 0 000
VIEW Ver: 17.02.01A.1115.21
ATE•
k,, ;
dic%'••: OR0.0"'*c
0278S/pNA wnrtteu,wt w°'` 07/
03/2018 1
l
Maximum
Reactions (Ibs) Loc
R /U /Rw /Rh /RL /W A
148 /34 /108 I- /70 /- C
57 /6 /44 /- I- /15 B
106 /72 /64 /- /- 11.5 Wind
reactions based on MWFRS A
Min Brg Width Reg = - C
Min Brg Width Reg = - B
Min Brg Width Reg = - Members
not listed have forces less than 375# WARNING"
READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT"
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire
extreme care in fabricating, handling,shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building t
Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI.
Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a propperly idceilingqLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or 910, e._ App7y plates to each face ofPtruss and position as shown above and on the Join Details, unless noted otherwise. Refer to Alpine,
a division of ITW BuildlncLComponfnts Group InC shall not be responsible for any deviation from this drawin apv failure to build the truss
in conformance with ANSI/TPI 1, or for handlirip shipping, installatidn and bracing of,trussesA seal on this drawing or cover page , listing
this drawing, indicates acceptance of proTessionar engineering responsibilitty solely for the des i n shown. The sui ability and
use of this awing for any structure is the responsibility of the Building DesigrSer per ANSI/TPI 1 SAc.2. For
more information see thisjob's general notes page and these web sites: ALPINE: www.al meitw.com; TPI: www t inst or ; SBCA: www.sbdndus .com: ICC' www.iccsaf ALPINE
M'
mCJIl11Mf1' 2400
Lake Orange Dr. Suite
150 Orlando
FL, 32837
Job Number: N333522 Ply,1 SEON 1617 / T27 / JACK
I
Cust' RR8975 JRef 1Wcb89750082
VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty: 9 FROM HMT DrwNo' 183 18 1448.53828
Truss Label: CJ3A KM / WHK 07/02/2018
Loading Criteria (psf)
TCLL. 20.00
TCDL: 17.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 47.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
C
12
6
N
B N
TT
A
D
1'
Wind Criteria
Wind Std ASCE 7-10
Speed: 150 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 21.17 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
Value Set 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Lumber value set " 13B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 0 131"x3 0", min toe -nails at top chord
Provide (2) 0.131 "x3 0", min toe -nails at bottom chord
Snow Criteria (Pg,Pf in PSF)
Pg. NA Cl. NA CAT. N/
Pf, NA Ce: NA
Lu NA Cs NA
Snow Duration NA
Code / Misc Criteria
Bldg Code. FBC 6th ed 201
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
2' 11 "4
2' 11 "4
Defl/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): NA
VERT(TL) NA
HORZ(LL): -0.001 C
HORZ(TL) 0.001 C
Creep Factor. 2.0
Max TC CSI: 0.253
Max BC CSI: 0.096
Max Web CSI: 0.000
VIEW Ver, 17.02.01A.1115 21
J * :*
ATE Q
0 278 TONAL
u'A"Ismwr ate
07/03/2018
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 242 /81 /207 /- /94 /40
D 55 /3 142 /- /- /15
C 94 165 / 52 /- / - / 1 5
Wind reactions based on MWFRS
B Min Brg Width Reg = 1.5
D Min Brg Width Reg = -
C Min Brg Width Reg = -
Bearing B is a rigid surface
Members not listed have forces less than 375#
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, handlingshipping, installing. and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, byy TPI and SBCA) ) safety practices prior to performing these functions Installers shall provide temporarryy
bracing per BCSI Unless noted otherwise,top chord shall have proper)y attached structural sheathingand bottom Chord shall have a properly
attached rigid ceiling Locations shown for ermanent lat#ral restraint bf webs shall have bradri ins4illed per BCSI sections ¢3, B7 or B10asapplicable. Apply plates to each face oftrussand position as shown above and on the aoinf Details, unless noted otherwise. Refer to' ALPINE
drawings160A-Z for standard plate positions A
pine, a division of ITW BuiId1''nc Comp inputs Group InG shall not be responsible for any deviation from this drpwin any failure to build the _, CO rMry trussInconformancewithuNS14Pl1, or or handling shipping, installatl nand bracing of trusseSA seal on this dr wing or cover page , , 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofproessionaengineeringresponsibilittyysolelyforthedesinshoy7n. The suiTability Suite Lake
and
use of this c7rawing for any structure is p
e
responsibility of the Building Desigrier per ANSUTPI 1 S c.2.150 For
more information see thisjob's general notes page and these web sites' ALPINE w al ineaw corn, TPI, wrnv.t inst or ; SBCA: www.sbcindust com; ICC: www iccsafe org Orlando FL, 32837
Job Number: N333522 Ply. 1 SEON: 1618 / T52 / JACK Cust R R8975 JRef: 1 Wcb89750082
VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty. 13 FROM, HMT DrwNo: 183 18 1448.54406
Truss Label: CJ1A KM / WHK 07/02/2018
T
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Sld ASCE 7-10
TCDL: 17.00 Speed. 150 mph
BCLL 0.00 Enclosure Closed
BCDL 10.00 Risk Category: II
EXP: C
Des Ld: 47.00 Mean Height 20 67 It
NCBCLL: 10 00 TCDL: 4.2 psf
Soffit 000 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
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Lumber value set " 13B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 0 131"x3.0", min. toe -nails at top chord.
Provide (2) 0 131"x3.0", min toe -nails at bottom chord.
12
6 C
B T
A
D
4X4(B1)
11"4
1,
11 "4
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
Fig NA Ct. NA CAT: NA PP Deflection in loc Udefl U#
Pf NA Ce NA VERT(LL) NA
Lu: NA Cs: NA VERT(TL): NA
Snow Duration: NA HORZ(LL): -0.000 C
HORZ(TL): 0.001 C
Code / Misc Criteria Creep Factor, 2 0
Bldg Code FBC 6th.ed 201 Max TC CSI: 0.183
TPI Std: 2014 Max BC CSI 0 020
Rep Factors Used: Yes Max Web CSI. 0.000
FT/RT:20(0)/l 0(0)
Plate Type(s):
WAVE i VIEW Ver: 17 02 01A 1115.21
o w•UY`
5 . T-7.---- i
ii i •
o ATE °Q
Ilk/
ire
40 278 '*'4v 0/0NAL
07/032018
T
rn
co
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 182 /72 /173 /- /45 /4.0
D 12 /6 /13 /- /- /15
C -12 /27 /20 /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlingq shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building tSafetyInformation, by TPI an SBCA) fb safety practices prior to performing these functions Installers shall provide temporarryy BCSI.
Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a property idceilinggLocationsshownforpermanentlateralrestraintOfwebsshallhavebracinginstalledperBCIsectionsB3, B7 or 910 e._
A _ plates to each face oftruss and position as shown above and on the Join Details, unless noted otherwise. Refer to' a
division of ITW Build1ng ComponQnts Group Inc. shall not be responsible for any deviation from this drawing any failure to build the conformance
with ANSI/TPI 1, or for handlirSI shipping, installatldn and bracing of.trussesA seal on this dr8wing or cover page , Thisdrawing, indicates acceptance of pro) essionar en ineering responsibilittyv solely for the de si n shovTn. The suitability eofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrferperANSI/TPl 1 Sec 2. information
see this job's general notes page and these web sites: ALPINE: www.alpineitw com. TPI: www tpinst org, SBCA: www sbcindustry cam. ICC www ¢csafe ALPINE
m..
2400
Lake Orange Dr. Suite
150 Orlando
FL, 32837
Job Number: N333522 Pty. 1 SEQN 1614 / T28 / JACK
I Cust: R R8975 JRef: 1 Wcb89750082
VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA0l Oty. 9 FROM HMT DrwNo. 183 18 1448 54593
Truss Label: CJ5A KM / WHK 07/02/2018
T
6"6
i
1
4'11"4
411 "4
Loading Criteria (psf)
TCLL 20.00
TCDL: 17.00
BCLL 000
BCDL: 10.00
Ld. 47.00
NCBCLL: 10.00
Wind Criteria
Wind Std ASCE 7-10
Speed: 150 mph
Enclosure Closed
Risk Category: II
CEXPDesMeanHeight2167RMean
TCDL' 4.2 psf
Snow Criteria (Pg,Pf in PSF)
Pg: NA Cl NA CAT. N/
PC NA Ce. NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Soffit 0.00 BCDL 5 0 psf Bldg Code. FBC 6th ed 201
Load Duration: 1.25 MWFRS Parallel Dist, 0 to h/2 TPI Std: 2014
Spacing, 24.0 " C&C Dist a. 3 00 It Rep Factors Used: Yes
Loc. from endwall. not in 4.50 ft FT/RT:20(0)/10(0)
GCpi 0 18 Plate Type(s)
Wind Duration: 1.60 WAVE
Lumber
Value Set 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 0.131"x3.0", min toe -nails at top chord
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord
C
I
l
Defl/CSI Criteria Maximum Reactions (Ibs)
PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W
VERT(LL): NA
VERT(fL): NA
HORZ(LL) -0 006 C
HORZ(TL): 0.010 D
Creep Factor 2 0
Max TC CSI: 0 475
Max BC CSI. 0.298
Max Web CSI: 0.000
VIEW Ver: 17.02.01A.1115.21
i J •
C i
o ATE •
t•• '4 O RVOP'C
One"• _`
0 278 iNAIL-
07/03/2018
B 334 / 107 / 272 / - / 145 / 4 0
D 96 /10 /73 /- /- /15
C 171 /116 /102 /- /- /15
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
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 (BuildingComponentSafetyInformation, by TPI and SBCA) g
safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom Nord shall have a propeiy
attachetl rigid ceiling Locations shown forpermanent lateral restraint bf webs shall In bracing installed p r BC I sections $3, B7 or B10, as
applicable. Apply Iates to each face, orttruss and position as shown above and on tI coin QDetails, un ess noted otherwise. Refer to drawings
160A-Z for standard plate positions. Alpine,
a division of ITW Buildl'ng omponegnts Group Inc shall not be responsible for any deviation from this drewinq any failure to build the truss
in conformance with ANSI/) 1 1, or for handluiq, shipping, installation and bracing of,trussesA seal on this dr8winq or cover page , listing
this drawing indicates acceptance of pro essrona en ineerinq responsibilittyv solely for the deli n sho n. The sui ability and
use of this drawing, for any structure is the responsibilitgr of the Building DesigrSer per ANSI/TPI 1 Sec.2. ALPINE
M1MQIMWN
2400
Lake Orange Or Suite
150 Orlando
FL, 32837
Job Number: N333522
I Ply: 1 SEON: 1620 / T32 / JACK
I Cust. R R8975 JRef, 1 Wcb89750082
VARIOUS ,9A6/9A7 ,258SE/258MA1258TA ,RA01 Oty 6 FROM: HMT DrwNo 183 18.1448.53986
Truss Label: CJ5 KM / WHK 07/02/2018
Loading Criteria (psf)
TCLL: 20.00
TCDL: 17.00
BCLL' 000
BCDL 10.00
Des Ld. 4700
NCBCLL' 10.00
Soffit. 0.00
Load Duration: 1.25
Spacing: 24.0 "
1,
411 4
4' 11 "4
Wind Criteria
Wind Std ASCE 7-10
Speed 150 mph
Enclosure, Closed
Risk Category. II
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 It
Loc from endwall. not in 4.50 ft
GCpi: 0 18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design
Additional Notes
Provide (2) 0.131 "x3.0", min. toe -nails at top chord
Provide (2) 0 131"x3 0", min. toe -nails at bottom chord.
Snow Criteria (Pg,Pt in PSF)
Pg: NA Cl NA CAT. W
Pf: NA Ce: NA
Lu NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 6th.ed 201
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): NA
VERT(TL). NA
HORZ(LL): 0.005 D
HORZ(TL): 0.013 D
Creep Factor: 2 0
Max TC CSI: 0.422
Max BC CSI 0.287
Max Web CSI: 0.000
VIEW Ver: 17.02 01A 1115.21
it J •
i
a • ATE
S ONAL E ao 278 `'+%
fullnutwttU`"'
07/03/2018
A
r2
N
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 338 /76 /277 /- /112 /80
D 94 /8 /71 /- /- /15
C 163 / 78 / 103 / - / - / 1 5
Wind reactions based on MWFRS
B Min Big Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate
Members not listed have forces less than 375#
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling,shippin installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI and SECA) fsafety ractices prior to performing these functions. Installers shall provide temporary BCSI.
Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a proppery id
ceiling Locations shown for ermanent lateral restraint Of webs shall have bracing installed per BCSI s2coons 3, B7 or 810, e.
AppTy plates to each face orttruss and position as shown above and on the Joint Details, unless noted otherwise. Beier to 60A-
Z for standard plate positions. a
division of ITW BuildinccL omponents Group InC shall not be responsible for any deviation from this drewinp any failure to build the conformance
with ANSI/T 1 1, or for handlirSq, shipping, installatidn and bracing of,trussesA seal on this drawirfg or cover page , . this
drawing,indicates acceptance of pro esslona en sneering responstbillttyv solely for the desi n shown. The suitability le
of this awing for any structure is the responsibiliq of the Building DesigrSer per ANSI/TPI 1 Sbc.2. information '
see this Jobs general notes page and these web sites: ALPINE: www.atpineitw com, TPI www tpinst orp: SBCAwww.sbundustry.com: ICC www iccsafe AL
NEwmwoa
2400
Lake Orange Dr Suite
150 Orlando
FL, 32837
Job Number, N333522 Ply 1 SEQN. 1622 / T58 / JACK Cust. R R8975 JRef, 1 Wcb89750082
VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty 6 FROM: HMT DrwNo. 183.18.1448 53878
Truss Label: CJ3 KM / WHK 07/02/2018
Loading Criteria (psf)
TCLL. 2000
TCDL: 1700
BCLL: 0.00
BCDL. 10.00
Des LcF 47.00
NCBCLL: 10.00
Soffit 000
Load Duration: 1.25
Spacing 24 0 "
C
t3 M
N
i
AC =
r
r1___rF D
1'
Wind Criteria
Wind Std: ASCE 7-10
Speed: 150 mph
Enclosure: Closed
Risk Category: II
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
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 0.131"x3 0", min toe -nails at top chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord
2X4(A1)
Snow Criteria (Pg,Pf in PSF)
Pg. NA Cl: NA CAT. N/
Pf: NA Ce: NA
Lu' NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 6th ed 201
TPI Std' 2014
Rep Factors Used Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
2'11'A
2' 11 "4
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): NA
VERT(TL): NA
HORZ(LL). 0.001 D
HORZ(TL). 0.002 D
Creep Factor, 2.0
Max TC CSI: 0 180
Max BC CSI 0 091
Max Web CSI. 0.000
VIEW Ver: 17 02 01A 1115 21
o. ego •
o• ATE 'Q
OR
411 **owes*
S ONAI. 0 278 ""
rrntnat utt v" `
07/032018
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 248 /61 /212 /- /74 /8.0
D 52 /4 /41 /- /- /1.5
C 87 /43 152 /- /- /15
Wind reactions based on MWFRS
B Min Brg Width Req = 1 5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate
Members not listed have forces less than 375#
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, handlingg shippin installing. and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fbr safety ractices pnor to performing these functions. Installers shall provide temporary
bracin per BCSI Unless noted otherwise,top chord shall have proper)y attached structural sheathing and bottom hord shall have a proper yattachedrigqidceilinLocationsshownforpermanentlateralrestraintbfwebsshallhavebraacin9inslplledperBCIsections $3, B7 or 810, asapplical5le. App y places to each face of truss and position as shown above and on tthe JoinrDetails, unless noted otherwise. Refer to ALPINE
drawings160A-Z for standard plate positions. Alpine,
a division of ITW Build omponents Group Inc. shall not be responsible for any deviation from this drpwinp any failure to build the rr lw,,,,., trussincpnformancewithAM11, or for handl14 shipping, installation and bracing of,trussesA seal on this dr8winq or cover page , , 2400 Lake Orange Dr. listing
this drawing, indicates acceptance of pro essiona engineering responsibili%t solely for the design shown. The sui ability and
use of this awing for any structure is the responsibility of the Building DesigrSer per ANSI[TPI 1 Sec.2. Suite 150 For
more information see thisjob's general notes page and these web sites ALPINE www al inedw com. TPI: www.t inst.or ; SBCA, www sbandustry com, ICC, www.iccsafe org Orlando FL, 32837
Job Number: N333522 Ply. 1 SEON: 1624 / T31 / JACK Cust: R R8975 JRef: 1 Wcb89750082
VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RAO1 Oty: 6 FROM. RDG DrwNo. 183.18.1448.54827
Truss Label: CJ1 KM / WHK 07/02/2018
12
6 C
B Fco
A
M
D
Loading Criteria (psr) Wind Criteria
TCLL: 2000 Wind Std' ASCE 7-10
TCDL: 17.00 Speed: 150 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 1000 Risk Category II
EXP: C
Des Ld: 47.00 Mean Height 15.00 It
NCBCLL 10.00 TCDL 4 2 psf
Soffit: 0.00 BCDL' 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2
Spacing 24.0 " C&C Dist a: 3.00 It
Loc. from endwall: Any
GCpi 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Lumber value set " 13B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design
Additional Notes
Provide (2) 0.131"x3.0", min. toe -nails at top chord
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord
2X4(A1)
1,
11 "4
11 "4
Snow Criteria (Pg,P1 in PSF) Defl/CSI Criteria
Fig, NA Ct: NA CAT. NA PP Deflection in loc Udell U#
Pf NA Ce: NA VERT(LL): NA
Lu: NA Cs. NA VERT(TL): NA
Snow Duration: NA HORZ(LL): -0.000 D
HORZ(fL): 0.000 D
Code / Misc Criteria Creep Factor 2.0
Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.171
TPI Std: 2014 Max BC CSI 0.022
Rep Factors Used: Yes Max Web CS]. 0.000
FT/RT:20(0)/10(0)
Plate Type(s)
WAVE VIEW Ver: 17 02 01A 1115 21
ATE 61F: Q
144-1voo
NAL
07/032018
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 196 /66 /189 /- /36 /8.0
D 7 /11 /14 /- /- /1.5
C -21 /35 /24 /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Members not listed have forces less than 375#
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shippin installing and bracing . Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) f i safety ractices prior to performing these functions. Installers shall provide temporary)
bracing per BCSI. Unless noted o herwise,top chord shall have proper)Y attached structural sheathing and bottom chord shall have a properly
attach8d rigid ceiling Lovations shown for permanent IatQral restraint of webs shall have braacing9 installed per BCSI s2coons ¢3, B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise Refer to
ALPINEdrawings160A-Z for standard plate positions.
Alpine, a division of ITW Build l'ng Components Group Inc. shall not be responsible for any deviation from this drpwing any failure to build the ,,,,iiw.ytrussinconformancewithAN11/TPI 1, or for handling, shipping, installation anti bracing of,trussesA seal on this drawi vg or cover page , , 2400 Lake Orange Drlistingthisdrawingindicatesacceptanceofpro-fessionar en ineerinq responsibility solely for the desi n shown. The suitability Suite
Lake
and use of this yawing for any structure is a responsibilitgrof the Building Designer per ANSI/TPI 1 Sec.2.150
For more information see thisjob's general notes page and these web sites' ALPINE' www,al ineitw.com: TPI, www.t inst or , SBCA www sbandustry corn. ICC www iccsafe arg Orlando FL, 32837
Job Number: N333522
I Ply: 1 I
SEON: 1610 / T29 / EJAC Cusp RR8975 JRef. 1 Wcb89750082
VARIOUS ,9A6/9A7 ,258SE/258MA1258TA ,RA01 Qty. 4 FROM RDG DrwNo: 183 18 1448.53876
Truss Label: EJ74 KM / WHK 07/02/2018
12
4 T
to
I
r-
N
B
N
5 A
D
Loading Criteria (psf)
TCLL 2000
TCDL 17.00
SCLL. 0.00
BCDL: 10.00
Des Ld: 47.00
NCBCLL: 1000
Soffit. 0.00
Load Duration, 1 25
Spacing: 24.0 "
1,
Wind Criteria
Wind Std: ASCE 7-10
Speed: 150 mph
Enclosure. Closed
Risk Category: II
EXP: C
Mean Height: 15 00 It
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
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Lumber value set "'13B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (3) 0 131"x3 0", min toe -nails at top chord.
Provide (2) 0.131"x3 0", min toe -nails at bottom chord.
Snow Criteria (Pg,Pf in PSF)
Pg NA Ct NA CAT N/
Pf: NA Ce NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code FBC 6th.ed 201
TPI Std 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL)- NA
VERT(TL) NA
HORZ(LL) 0.017 D
HORZ(TL) 0.041 D
Creep Factor 2.0
Max TC CSI0.898 Max
BC CSI. 0.590 Max
Web CSI 0 000 VIEW
Ver: 17.02.01A.1115.21 5 •
C * •
NAL
o' •
ATE ,' Q Maximum
Reactions (lbs) Loc
R /U /Rw /Rh /RL /W B
426 1115 / 329 I - / 101 18.0 D
134 /12 /103 /- I- /1.5 C
228 / 97 / 132 / - I - / 1.5 Wind
reactions based on MWFRS B
Min Brg Width Req = 1.5 D
Min Brg Width Req = - C
Min Brg Width Req = - Bearing
B is a rigid surface. Bearing
B requires a seat plate Members
not listed have forces less than 375# 07/
03/2018 WARNING"
READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s
require extreme care in fabricating, handlingp shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building onentSafetyInformation, by TPI an r7 SBCA) handling, safety practices prior to performing these functions Installers shall provide temporary g
per BC Unless Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly ed
rigAid ceiling Locations shown for -permanent Iatgral restraint bf webs shall have bracing installed per BC I sections B3, B7 or B10 lticable. Apply plates to each face or truss and position as shown above and on the aoingDetails, unless notetl otherwise. Refer to tgs
16OA-Z for standard plate positions. a
division of ITW Build i/g Compon nts Group InC shall not be responsible for any deviation from this drpwin9 any failure to build the n
conformance with AN IlTPI 1, or foor handliriq shipping, installation and bracing of trussesA seal on this drawing or cover page, 1
this drawing indicates acceptance of Cores roessionaen ineennq responsibility solely for the design shown. The suitability Iseofthisgnawingforanystructureisp
e
responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. ALPINE
mvcow.
v„r 2400
Lake Orange Or Suite
150 Orlando
FL, 32837 more
Job Number: N333522 Ply 1 SEQN 1621 / T66 / JACK Cust R R8975 JRef 1 Wcb89750082
VARIOUS ,9A6/9A7 ,258SE/258MA1258TA ,RA01 Qty 2 FROM. ROG DrwNo: 183 18.1448 54998
Truss Label: CJ54 KM / WHK 07/02/2018
Loading Criteria (psf)
TCLL 2000
TCDL 1700
BCLL: 000
BCOL: 10.00
Des Ld 4700
NCBCLL. 10.00
Soffit 0.00
Load Duration: 1.25
Spacing: 24 0 "
1,
4'11"4
411 "4
Wind Criteria
Wind Std ASCE 7-10
Speed 150 mph
Enclosure Closed
Risk Category: II
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: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design
Additional Notes
Provide (2) 0 131"0.0", min. toe -nails at top chord.
Provide (2) 0 131"x3 0", min toe -nails at bottom chord
Snow Criteria (Pg,Pf in PSF)
Fig NA Ct NA CAT N/
Pf NA Ce NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code FBC 6th ed 201
TPI Std: 2014
Rep Factors Used Yes
FT/RT 20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL) NA
VERT(TL): NA
HORZ(LL). 0.006 D
HORZ(TL): 0.013 D
Creep Factor 2 0
Max TC CSI 0 391
Max BC CSI: 0.278
Max Web CSI 0 000
VIEW Ver: 17 02.01A.1115 21
ATE d
AF
F a
0 27s,,sS/pNA1 , p
07/03/2018
T
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 330 / 92 / 261 / - / 75 / 8.0
D 93 /8 /70 /- /- /1.5
C 156 /66 /89 /- /- /15
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface
Bearing B requires a seat plate
Members not listed have forces less than 375#
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingshipping, installing and bracing Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI Unless noted otherwise,top chord shall have proper)Y attached structural sheathing and bottom chord shall have a pro erlyattachedAmidceilingLocationsshownfornermanentlateralrestraintofwebsshallhavebracininstdledperBCSIsectionsB3, B7 or 910,
as applicaf3le Apply Oates to each face oftruss and position as shown above and on the Join( -Details, unless noted otherwise Refer to
drawings 160A-Z for standard plate positions.
Atpinq, a division of ITW Build1n,$Components Group Inc shall not be responsible for any deviation from this drpwin any failure to build thelrssinconformancewithANSI4PI1, or for handliriq, shipping, installatidn and bracing of.trussesA seal on this dr wing or cover pa e ,
listing this drawing indicates acceptance of promessionar en ineenng responsibility solely for the design shown. The sui abilityanduseofthisyawingforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 ec.2.
For more information see this job's general notes page and these web sites ALPINE www alpineitw com, TPI. www tpinst org, SBCA www sbcindustry com, ICC www iccsafe
ALPINE
rwcoMruw
2400 Lake Orange Or
Suite 150
Orlando FL, 32837
VARIOUS 9A619A7 .258SE/258MA/258TA ,RAO1 I City. 2 FROM. RDG /
T67 /JACK
DrwNo' R183..118..114481 52089750082
Truss Label: CJ34 KM / WHK 07/02/2018
Loading Criteria (psf)
TCLL 20.00
TCDL 17.00
BCLL: 000
BCDL 1000
Des Ld: 47.00
NCBCLL 1000
Soffit: 0.00
Load Duration 1 25
Spacing' 24 0 "
Wind Criteria
Wind Std ASCE 7-10
Speed 150 mph
Enclosure: Closed
Risk Category: II
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
Value Set 13B (Effective 6/l/2013)
Top chord 2x4 SP #2 N
Bol chord 2x4 SP #2 N
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 0 131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131"0.0", min. toe -nails at bottom chord.
12
4 F_ C
2X4(A1)
Snow Criteria (Pg,Pf in PSF)
Pg NA Ct: NA CAT N/
Pf. NA Ce: NA
Lu NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 6th.ed 201
TPI Std: 2014
Rep Factors Used: Yes
FT/RT'20(0)/10(0)
Plate Type(s)
WAVE
2'11'A
211 "4
Defl/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL) NA
VERT(TL) NA
HORZ(LL) 0 001 D
HORZ(TL): 0.002 D
Creep Factor 2 0
Max TC CSI 0 161
Max BC CSI: 0.085
Max Web CSI: 0.000
VIEW Ver 17.02.01A.1115 21
o •; ATE
0 278 /QNAIL
07/03/2018
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 242 /71 /199 I- /50 /8.0
D 51 /4 /39 /- /- /15
C 82 /35 /45 /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Reg = 1 5
D Min Brg Width Reg = -
C Min Brg Width Reg = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Members not listed have forces less than 375#
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 (BuildingComponentSafetyInformation, by TPI an SBCA) fbr sashipping, practices prior to performing these functions. Installers shall provide temporarryY
bracin per BCSI. Unless noted otherwise,top chord shall have properIx attached structural sheathing and bottom chord shall have a properlyattachdrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebrycinqinslalledperBCSIsections $3, B7 or B10, as applica e. Apply plates to each face, of truss and position as shown above and on the oint Details, unless noted otherwise. Defer to
ALPINEdrawings160A-Z for standard plate positions.
Alpine, a division of ITW Buildl'ncct omponents Group Inc. shall not be responsible for any deviation from this drewin any failure to build the i,,.,C Nry
truss in conformance with AN51rf 1 1, or ffor handling shipping, installation and bracing of trussesA Seal on this dr wing or cover page , , 2a00 Lake Orange Drlistingthisdrawin indicates acceptance of proTessionar en ineennq responsibility solely for the desi n sholrTn. The suitability Suite 150anduseofthiscawingforanystructureistheresponsibilityoftheBuildingDesigrferperANSI/TPI 1 S-6c.2.
For more information see this job's general notes page and these web sites ALPINE w al ineitw.com; TPI www.l inst or , SBCA: www sbundust .com; ICC: w Jccsafe org Orlando FL, 32837
Job Number: N333522 Ply. 1 SEON: 1625 / T24 / JACK Cusr R R8975 JRef, 1 Wcb89750082
VARIOUS ,9A6/9A7 ,258SE/258MA1258TA ,RA0l Oty 2 FROM- RDG DrwNo. 183.18.1448.53220
Truss Label: CJ14 KM / WHK 07/02/2018
12
4
C
OD
Tj'
l
7"
I"
ti
2X4(A1)
1,
11"4
11 "4
Loading Criteria (psf) Wind Criteria
TCLL, 2000 Wind Std: ASCE 7-10
TCDL 1700 Speed 150 mph
BCLL: 0.00 Enclosure: Closed
BCDL 1000 Risk CategoryII EXP:
C Des
d: DesLd: 47.00 DMean Height 15 00 ft 10
00 TCDL 4.2 psf Soffit:
0.00 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 GCpi
0 18 Wind
Duration: 1.60 Lumber
Value
Set: 13B (Effective 6/1/2013) Top
chord 2x4 SP #2 N Bot
chord 2x4 SP #2 N Lumber
value set "13B" uses design values approved
1/30/2013 by ALSC Wind
Wind
loads based on MWFRS with additional C&C member
design Additional
Notes Provide (
2) 0 131"x3.0", min. toe -nails at top chord. Provide (
2) 0 131"x3.0", min. toe -nails at bottom chord. Snow
Criteria (Pg,Pf in PSF) Pg.
NA Ct: NA CAT N/ Pf:
NA Ce: NA Lu:
NA Cs: NA Snow
Duration: NA Code /
Misc Criteria Bldg
Code: FBC 6th.ed 201 TPI
Std: 2014 Rep
Factors Used. Yes FT/
RT.20(0)/10(0) Plate
Type(s), WAVE
Defl/
CSI Criteria PP
Deflection in loc Udefl U# VERT(
LL): NA VERT(
TL): NA HORZ(
LL): 0.000 D HORZ(
TL): 0.000 C Creep
Factor 2 0 Max
TC CSI: 0.159 Max
BC CSI: 0.020 Max
Web CSI 0 000 VIEW
Ver: 17.02 01A 1115.21 7
I •
7S •
7S • ii • C.
o: ATE NAL
07/
03/2018 Maximum
Reactions (Ibs) Loc
R /U /Rw /Rh /RL /W B
191 /88 /174 /- /25 /80 D
7 /11 /16 /- /- /1.5 C -
21 /31 /24 /- /- /15 Wind
reactions based on MWFRS B
Min Big Width Req = 1 5 D
Min Brg Width Req = - C
Min Brg Width Req = - Bearing
B is a rigid surface Bearing
B requires a seat plate. Members
not listed have forces less than 375# 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 shippin installing, and bracing. , Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI an r7 SBCA) qi safety ractices prior to performing these functions Installers shall provide temporary bracin per
BCSI Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached raqd
ceiling Locations shown for permanent lateral restraint bf webs shall have brawn installed per BCSI sections 83, 87 or 810, as applica0leApplyplatestoeachfaceortrussandpositionasshownaboveandontheaoint9Details, unless noted otherwise. Refer to drawings 160A-
Z for standard plate positions Alpine, a
division of ITW BUiId''ncLComponents Group InC. shall not be responsible for any deviation from this drawing any failure to build the truss in
cgnformance with ANSVTPI 1, or or handling, sllippinq, installation and bracing of trussesA Seat on this dr8winq or cover pa e , listing thisdrawing, indicates acceptance of pro) esslonar en ineerinqq responsibility solely for the des igqn sho gn. The suigability and useofthisdrawingforanystructureistheresponsibit!t of the Building Desigrier per ANSI1TPI 1 W.2. ALPINE W
rrw
00~ 2400 Lake
Orange Dr. Suite 150
Orlando FL,
32837
Job Number: N333522 Ply. 1 SEON• 1626 / T30 / HIP_ Cust, R R8975 JRef, 1 Wcb89750082
VARIOUS ,9A6/9A7 ,258SE1258MA/258TA ,RA01 Qty 3 FROM. HMT DrwNo: 183 18 1448 52955
Truss Label: HJ7 KM / WHK 07/02/2018
Loading Criteria (psf)
TCLL 2000
TCDL 1700
BCLL. 000
BCDL 1000
Des Ld: 4700
NCBCLL: 0.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24 0 "
5'2"5 + 9110"1
5'2"5 4711
C
2X4(A1) —""
1'S"
9'57 4„ 0
9'5" 7 '1 1.1
Wind Criteria
Wind Sid, ASCE 7-10
Speed, 150 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15 00 tt
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: NA
GCpr 0.18
Wind Duration. 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "1313" uses design values
approved 1/3012013 by ALSC Loading Hipjack
supports
6-11-8 setback jacks with no webs. Wind Wind
loads
and reactions based on MWFRS. Additional Notes
Provide (3)
0.131 "x3.0", min toe -nails at top chord. Provide (3)
0.131 "x3.0", min toe -nails at bottom chord. Snow Criteria (
Pg,Pf in PSF) Pg: NA
Cf NA CAT: N/ Pf: NA
Ce NA Lu NA
Cs NA Snow Duration-
NA Code / Misc
Criteria Bldg Code
FBC 6th ed 201 TPI Std'
2014 Rep Factors
Used: No FT/RT:
20(0)/10(0) Plate Type(
s): WAVE Defl/
CSI
Criteria PP Deflection
in loc Udefl U# VERT(LL):
0 017 C 999 360 VERT(TL):
0 067 C 999 240 HORZ(LL):
0.006 F - HORZ(TL)
0 014 F Creep Factor.
2.0 Max TC
CSI 0 901 Max BC
CSI, 0.623 Max Web
CSI: 0.420 Maximum Reactions (
Ibs) Loc R /
U /Rw /Rh /RL /W B 425 /
125 / - / - / - / 10.6 E 443 /
56 /- /1 /0 /1.5 D 305 /
156 /. /- /- / 1.5 Wind reactions
based on MWFRS B Min
Brg Width Reg = 1.5 E Min
Brg Width Reg = - D Min
Brg Width Reg = - Bearing B
is a rigid surface Bearing B
requires a seat plate Members not
listed have forces less than 375# VIEW Ver.
17.02,01A 1115 21Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp.
B -C 341 -
817 ATE 9' O
RSV
P..• <
cr0 90 278 ,,5/
0NAL 07/03/2018
Maximum Bot Chord
Forces Per Ply (Ibs) Chords Tens Comp
B - F 769 -
308 Maximum Web Forces
Per Ply (Ibs) Webs Tens.Comp.
C - F 333 -
831 WARNING" READ AND
FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS
DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care
in fabricating, handling shippin installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information,
by TPI and SBCA) g safety ractices
prior
to performing these functions. Installers shall provide temporary BCSI. Unless notedolherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a proppery lid ceiling LocationsshownforpermanentlateralrestraintofwebsshallhavebracaninstalledperBCSIsectionsB3, B7 or 910, fle. Apply plates to
each face oftrussand position as shown above and on the Joinl9Details, unless noted otherwise Refer to 60A-Z for standard plate
positions. any structure is the res
from this drawing an failure
to build the 1 Seal on this drBwiXg
or cover page . . r for the desi n
shown. The Sul bility ANSI(TPI 1 Sgec.2.
ALPINE N1 rrW COMW/ulY
2400
Lake Orange Dr. Suite
150 Orlando FL, 32837
Job Number: N333522 Ply 1 I SEON. 1628 / T63 / HIP_
I Cusl: R R8975 JRef 1 Wcb89750082
VARIOUS ,9A619A7 ,258SE/258MA/258TA ,RA01 Oty. 1 FROM• RDG DrwNo. 183.18 1448 54080
Truss Label: HJ74 KM / WHK 07/02/2018
Loading Criteria (psf)
TCLL: 2000
TCDL: 17.00
BCLL 0.00
BCDL. 1000
Des Ld: 47.00
NCBCLL: 0 00
Soffit: 0.00
Load Duration 1.25
Spacing: 24.0 "
637 9110,11
537 4'6"1 0
5'1"11
f 1 5„ -}-
5'1"11
Wind Criteria Snow Criteria (Pg,Pf in PSF)
Wind Sid, ASCE 7-10 Pg: NA Ct. NA CAT N/
Speed 150 mph Pf: NA Ce: NA
Enclosure Closed Lu. NA Cs: NA
Risk Category: II Snow Duration NA
EXP: C
Mean Height: 15.00 it
Code / Misc Criteria
TCDL: 4.2 psf
BCDL 5 0 psf Bldg Code FBC 6th.ed 201
MWFRS Parallel Dist 0 to h/2 TPI Std: 2014
C&C Dist a 3 00 It Rep Factors Used: No
Loc. from endwall. NA FT/RT 20(0)/10(0)
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE, 18SS
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC
Loading
Hipjack supports 6-11-8 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS
Additional Notes
Provide (3) 0.131"x3.0", min toe -nails at top chord
Provide (3) 0 131"x1l)", min toe -nails at bottom chord
more
T
C2
V
I
4'1"8 6"1
9'3"3
Deft/CSI Criteria Maximum Reactions (Ibs)
PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL
VERT(LL) 0.038 G 999 360 H 415 / 128 /. / - / -
VERT(TL): 0.142 G 999 240 E 427 / 64 If- / 0 / -
HORZ(LL): 0.009 F - - D 305 / 151 If- /- / -
HORZ(TL)- 0 020 F Wind reactions based on MWFRS
Creep Factor: 2 0 H Min Brg Width Req = 1 5
Max TC CSI 0 786 E Min Brg Width Req = -
Max BC CSI: 0.673 D Min Brg Width Req = -
Max Web CSI 0.579 Bearing H is a rigid surface
Bearing H requires a seat plate.
i
1
W
10.6
15
15
Members not listed have forces less than 375#
VIEW Ver: 17.02 01A.1115 21 Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B - C 375 - 1283
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens Comp
B - G 1237 - 360 G - F 1225 - 367
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C - F 382 - 1275
r o . ATE '
y,c'' :'cC O R P•.•' fig,,:
40 278 %iS ONAL
07/03/2018
WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
s require extreme care in fabricating, handlingg shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Went Safety Information, byy TPI an SBCA) fb safety practices prior to performing these functions. Installers shall provide temporarryY
E BC SI Unless noted olherwise,top chord shall have proper)yY attached structural sheathing and bottom hord shall have a pro pperly
rigqid ceiling Locations shown for permanent lai@rat restraint of webs shall have braaGn9 installed per BC I sections B3, B7 or 810, icr e. Apply plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to
3s 160A-Z for standard plate positions.
a division of ITW BuildlncLComponents Group InC shall not be responsible for any deviation from this drpwing anv failure to build the
cgnformance with AN51/TPI 1, or for handlirSq, shipping, mstallatidn and bracing of,trussesA seal on this dr8wirsg or cover pa e, this drawing indicates acceptance of proQessionaq en ineerinq responsibility solely for the design sho qn. The suif9abilityieofthisgnawingforanystructureistheresponsibilitoftheBuildingDesigrierper`ANSIITPI 1 SEc.2.
ALPINE
M MCOWWN
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number: N333522 Ply: 1 SEQN. 1627 / T21 / HIP_ Cust R R8975 JRef 1 Wcb89750082
VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty. 4 FROM. HMT DrwNo: 183.18 1448 54983
Truss Label: HJ7A KM / WHK 07/02/2018
Loading Criteria (psf)
TCLL: 2000
TCDL: 17.00
BCLL' 000
BCDL: 10.00
Des Ld 47.00
NCBCLL: 0.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24 0 "
Lumber
5'2"3 9110,11
5'2"3 47 14
D
12
424 3X6
C
N
O
O
V
B
T6 A
F F
f — 1'5"
Wind Criteria
Wind Sid: ASCE 7-10
Speed 150 mph
Enclosure Closed
Risk Category: II
EXP: C
Mean Height: 22.18 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: NA
GCpi 0.18
Wind Duration. 1.60
Value Set: 13B (Effective 611/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Loading
Hipjack supports 6-11-8 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS
Additional Notes
Provide (3) 0.131"x3 0", min toe -nails at top chord
Provide (3) 0.131 "x3.0", min toe -nails at bottom chord
9'5"10
9'5"10
Snow Criteria (Pg,Pf in PSF)
Pg, NA Ct NA CAT: N/
Pf NA Ce NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code FBC 6th ed 201
TPI Sid 2014
Rep Factors Used: No
FT/RT:20(0)/10(0)
Plate Type(s)
WAVE
Defl/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL) -0.023 C 999 360
VERT(TL): 0.061 C 999 240
HORZ(LL): -0.010 E - -
HORZ(TL): 0 012 E
Creep Factor: 2.0
Max TC CSI 0 809
Max BC CSI: 0.621
Max Web CSI: 0.392
VIEW Ver: 17.02.01A.1115.21
TIt • • i•
ATE ;°Q
w'y9p.'••.cL O R OP'C'
0 278 ''' ONAt
07/03/2018
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 423 /181 I- l- I- /4 9
E 439 /101 /- /- /- /1.5
D 312 /209 /- /- I- 115
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
E Min Brg Width Req = -
D Min Brg Width Req = -
Bearing B is a rigid surface
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens Comp.
B - C 441 - 743
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens Comp.
B - F 688 - 398
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp
C - F 437 - 755
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, handlingg shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an cT SBCA) fbr safety practices prior to performing these functions. Installers shall provide temporarybracingperBCSIUnlessnotedotherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a pro Pryattach2nA4idceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebraacing9installedperBCSIsectionsB3, B7 or 910,
as applicafSle Apply plates to each face, of truss and position as shown above and on the JoincDetails, unless notetl otherwise Refer to
ALPINEdrawings160A-Z for standard plate positions.
Alpine, a division of ITW Buildl'ncct Components Group Inc shall not be responsible for any deviation from this drpwinq any failure to build the -a co,w,.,,. truss in conformance with AN 11lfPl 1, or for handllrSq shipping, Installation and bracing of,trussesA seal on this dr%wing or cover page , , 2aoo Lake Orange Dr
listing this drawing, indicates acceptance of professionar en meennq responsibility solely for the design shoWn. The suiCability Suite
Lake
and use of this awing for any structure is the responsibility of the Building Desigrier per ANSIfTPI 1 Sec.2.150
For more information see thisjob's general notes page and these web sites: ALPINE www al ineitw.com; TPI www.t inst or ; SBCA v sbandustry com, ICC w icc-safe.org Onando FL, 32837
Job Number: N333522 Ply 1 I
SEON: 1629 / T51 / HIP_ Cust: R R8975 JRef: 1 Wcb89750082
VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty. 1 FROM- HMT DrwNo: 183.18 1448 53438
Truss Label: HJ7S KM / WHK 07l02/2018
T
ee
t
3X4(B1)
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 17.00 Speed 150 mph
BCLL: 0.00 Enclosure, Closed
BCDL: 10.00 Risk Category II
EXP C
Des Ld 4700 Mean Height. 22.43 ft
NCBCLL: 0.00 TCDL: 4.2 psf
Soffit: 0.00 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, NA
GCpi. 0.18
Wind Duration 1 60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bol chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set " 13B" uses design values
approved 1/30/2013 by ALSC
Loading
Hipjack supports 6-11-8 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS
Additional Notes
Provide (3) 0.131"x3 0", min toe -nails at top chord.
Provide (3) 0.131"0.0", min toe -nails at bottom chord.
5'2" 3 9110,11
573 47' 14
9' 5" 10
9'Y10
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: Ni
Pf NA Ce: NA
Lu NA Cs NA
Snow Duration NA
Code / Misc Criteria
Bldg Code: FBC 6th.ed
TPI Std 2014
Rep Factors Used No
FT/RT.20(0)/10(0)
Plate Type(s).
WAVE
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): -0.023 B 999 360
VERT(TL) 0 059 B 999 240
HORZ(LL) -0 010 D - -
HORZ(TL): 0.012 D
Creep Factor 2 0
Max TIC CSI: 0 803
Max BC CSI: 0.627
Max Web CSI 0 397
VIEW Ver: 17 02 01A.1115.21
iDo
D
J
ATE
o•' •'c4 0R 0P'I&
40278
07/03/2018
C
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
A 382 /160 /- /- I- /49
D 443 / 105 / - / - / - / 1.5
C 311 /211 /- /- /- 11.5
Wind reactions based on MWFRS
A Min Brg Width Reg = 1.5
D Min Brg Width Reg = -
C Min Brg Width Reg = -
Bearing A is a rigid surface
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A - B 449 - 749
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A - E 696 - 406
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B - E 446 - 763
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme rare in fabricating, handlingshipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI Unless noted olherwise,top chord shall have properjY attached structural sheathing and bottom hord shall have a proper y
attach rigid ceiling )ovations shown for permanent latgral restraint of webs shall hav bracing installed per BCSI sections $3, B7 or B10asapplicatsjeApplyplatestoeachfaceoftrussandpositionasshownaboveandonttaJointDetails, unless noted otherwise. Defer to'
ALPINEdrawings160A-Z for standard plate positions
Alpine, a division of ITW Buildin44 ompongnts Group Inc shall not be responsible for any deviation from this drpwin any failure to build the MrIW=Wun
truss in conformance with ANSI/T 1 1, or f(or handling shipping, installatl n and bracing of,trussesA seal on this dr 'wing or cover pa e , , 2400 Lake Orange Dr.
listing this drawing indicates acceptance of rotessionar en ineerin I responsibilittyv solely for the des n shoWn. The sui ability Suite 150anduseofthisc7rawingforanystructureistheresponsibilityoftheBuildingDesigrSerperANSI/TPI 1 S c.2.
For more information see this job's general notes page and these web sites ALPINE www alpineitw.com: TPI: www.tpinst org, SBCA www sbcindustry com. ICC www iccsafe org Orlando FL, 32837
Job Number: N333522
I Ply. 1 SEON: 1630 / T42 HIP_
I
Cush R8975 JRef 1 Wcb89750082
VARIOUS ,9A619A7 ,258SE1258MA/258TA ,RA01 Oily: 2 FROM: RDG DrwNo. 183.18 1448 53532
Truss Label: HJ2 CH / OF 07/02/2018
12
C4.24 r
T
1
Loading Criteria (psf) Wind Criteria
TCLL 2000 Wind Std: ASCE 7-10
TCDL. 1700 Speed: 150 mph
BCLL 000 Enclosure: Closed
BCDL' 10.00 Risk Category II
EXP C
Des Ld 4700 Mean Height 20.90 It
NCBCLL: 0.00 TCDL: 4.2 psf
Soffit. 000 BCDL' 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2
Spacing: 24.0 " C&C Dist a 3.00 It
Loc. from endwall. NA
GCpi 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bolchord 2x4 SP #2 N
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Loading
Hipjack supports 1-10-0 setback jacks with no webs
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131"x3.0", min toe -nails at bottom chord.
4X4(B1)
T T
n
00
r-
1'5" via
217111 i
T i iiA "1
27
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
Fig NA Ct NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W
Pf: NA Ce: NA VERT(LL) NA B 102 / 51 / - / - / - 4.9
Lu' NA Cs NA VERT(TL): NA D 4 / - / 7 / - / - 1.5
Snow Duration: NA HORZ(LL). -0.000 D C 18 / 12 /_ /_ / - 1 5
HORZ(TL): 0.001 D Wind reactions based on MWFRS
Code / Misc Criteria Creep Factor 2 0 B Min Brg Width Req = 1.5
Bldg Code: FBC 61h.ed 201 Max TC CSI 0 136 D Min Brg Width Req = -
TPI Std 2014 Max BC CSI: 0.031 C Min Brg Width Req = -
Rep Factors Used: No Max Web CSI: 0.000 Bearing B is a rigid surface.
FT/RT.20(0)/10(0) Members not listed have forces less than 375#
Plate Type(s):
WAVE VIEW Ver: 17.02.01A.1115.21
oOV6•
r *
ATE
y. ••:c OR\VP'C'
ss ONAI. E 40278 ,'',
wruttnatWtt U
07/03/2018
WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Alpine, a division of ITW Build'ncLComponents Group InC shall not be responsible for any deviation from this drpwing any failure to build the
truss in conformance with ANrVTPI 1, or for handlirSq shipping, installation and bracing of trussesA seal on this dr8winq or cover pa e , listin this drawing, indicates acceptance of pro esslona en ineeriny responsibility solelyfor the desi n sho n. The sui abillanduseofthisdrawingforanystructureisfheresponsibilityoftheBuildingDesigrferperANSIITPI1Sec.2.
ty
For more information see this job's general notes page and these web sites: ALPINE' www.alpinenw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry corn. ICC: www iccsafe
ALPINE
wi nw rD—N
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Gable Stud Reinforcement Detail
ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Or, 140 mph Wind Speed, 15' Mean Height, Pnrtlnlly Enclosed, Exposure C, Kzt = 1.00
Orr 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Ori 120 moh Wind Sneed. 15' Mean Hnlnht. Pnrtlnlly Fnrinapd. Fvnneuro n Kv+ = 1 nn
S
2x4 Brace
Gable Verticnl
pacing I Species I Grade
No
Braces
1) Ix4 'L' Brace 1) 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace we
Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B
1/#2 3' 10' 6' 7' 6' IO' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0'
J
Q
SrPr
P
3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0'
Stud 3' 8' 5' 9' 6' 1' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0'
Standard 1
S P
4' 0' 6' 8' 6' 1' 7' 0' e' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0'
2 3' 10, 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0'
d v D P L
3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10' 11' 11' 8' 14' 0' 14' 0'
Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0'
Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 111 9' 8' 10, 4' 13' V 14' 0'
U
L
01
U
Q
rSPr
u PHl
1 / #2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0'
3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10' 5' 10' 10' 13' 9' 14' 0' 14' 0' 14' 0'
Stud 4' 2' 7' V 7' 6' 8' 9' 9' V 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0'
Standard 4' 2' 6' V 6' 5' 8' L' 8' 8' 10' 5' 10' 10, 12' 8' 13' 7' 14' 0' 14' 0'
S P
D P L
1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10' 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0'
2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0'
3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, ll' 13' 4' 14' 0' 14' 0' 14' U'
Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, ll' 13' 4' 14' 0' 14' 0' 14' 0'
Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10, 10, 11' 10, 12' 7' 14' 0' 14' 0'
d
U
S P F
u P
1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0'
3 4' 7' 8' 2' 8' 5' 9' 8' to, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0'
Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0'
X
d
O
011
f l Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0'
S P
D L.
1 5' V 8' 5' 8' 8' 9' I11. 10' 3' li' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0'
2 4' 10' 8' 3' 8' 7' 1 9' 9' 10' 2' 11' 7' 12' V 14' 0' 14' 0' 14' 0' 14, 0'
3 4' 9' 7' 4' 7' 10' 1 9' 8' 10' 1 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0'
Stud 1 4' 9' 7' 4' 7' 10' 1 9' B. 10' 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0'
Standard 1 4' 7' 6' 6' 6' ll' 1 8' 8' 9' 3' 11' 6'1 12' 0' 13' 7' 14' 0' 14' 0' 14' 0'
About
IGabte Truss
Diagonal brace option,
T
vertical length may be I
doubled when diagonal 1g•
brace Is used. Connect
diagonal brace for 600# 'L•
at each end Max web Brace
total length Is 14'. )UK Rp1Ay
y2xT
I 6
W -L N2 or better
diagonal 1
Vertical
length shown braces single B. •' •
In
table above. or double cut 3R • 45' (
as shown) at L 1 S upper
end. Connect
diagana at o
nuous ring Q
midpoint
of vertical web. Refer to chart o4bve f e 8le VARKDIG—
READ Alm FT h V ALL MOTES ON TKMM DRAVaai Z MVMANT
s FLIRNM THIS DRAVING To ALL o0ff RACTIRS D(QUDDNG THE INSTALLERS a Trusses
rewire extreme corn In fabricating, handMp, shipping, Installing and bradp. Refer tsa i follow
the latest eOtlon of =1 (\idhg component Safety Information, by TPI and SlICA) for -&ty • practices
chord
to
perfwmbq these functions Installers shall provide temporary bracing par L ATE
Unlessratedotherwise, top d shall have properly attached structural sheathing and bot dell
have a property attached rVd celbp. L=atlons shown for permanent lateral rest—ht of d
shall have broth inn - s per abo sandan tir 17 w t10, as applicable. Apply p4tes to Bach e A of trussandpdoqInhall hoer above cti , the Joint 310, w Wen noted ply PL t. • Refer to
drawings) I60A-Z for standard plate poshlorn. I Alpha, o
mvlslon of ITV Iludhg Coponents Gray Inc shall not be responsm" for any deviation i OR`O • l I,N
ffw A4iM1MY td^a any fNw to bhlld tM truss h corKwmance with A161/TPI L w Fw harhAbp, dhppmW ••.•• A seal
on tInstallation a trnwhgrigof eove page Usthg this draw+, badcates acceptance of professional ,/// 13723\ Rlverpon\
D.a n0bh erYp salel for the cl shp shown TM F, Suae\ 200
fw arry str c4re 1. tlr mrs; sbllty of die Mibhg Drslprhe M6V1P el I Sect 0N///// 1 * qlL.
Maryland\ Heights,\
MO\63043 For nore hf—.tbn see t Job's general notes page and these web sites+ ALPM www.atpineltweom)
TPih eee.tphstary b S fwww.sbcrdhotryorg, Itt+w .1—fe.org uLUK11p1Wt Bracing Group Species
and
Grades, Group A, S ruce-
Pine-Fir
Hen -Fir NI / 02 Stondord 1
N2 1 Stud N3 1 S tu
dil I N3 Standard Dou Ins Flr-Lorch
Southern Plnew N3 03 Stud Stud
Standard Stnndnrd
Group Bt
Men -Fir
N1 L
Btr NI
Do u las
Fir -
Larch Southern Pine— Ix4 Braces shall be
SRB (Stress -Rated Board). For Ix4 So. Pine
use only Industrial 55 or Industrial 45 Stress -Rated
Boards. Group Bil values may be usedwiththesegrades. Gable Truss Detail Notesl
Wind Load deflection criterion
Is L/240. Provide uplift connections for
75 pif over continuous bearing (5 psF
TC Dead Load). Goble end supports load
From 4' 0' outlookers with 2' 0' overhang,
or 12' plywood overhang. Attach 'L' braces with
IOd (0.128'x3.0' min) moils X For (1) 'L'
brace- space nails at 2' o.c. In 18' end zones
and 4' o.c. between zones. Il #IFor (2) 'L'
braces- space nails at 3' o.c. In 18' end zones
and 6' o.c. between zones. L' bracing must be
a minimum of 807 of web member length. Gable Vertical
Plate Sizes
Vertical Length No S
lice Less than 4' 0'
2X3 Greater than 4' 0',
but less than 11' 6'
3X4 Greater than 11'
6'
4X4 II+ Refer to cannon
truss design for peak, splice, and heel
plates. Refer to the Building
Designer for conditions not addressed by this
detall. REF ASCE7-10-GAB16015
DATE 10/01/14
C DRWG A16015ENC101014 TOT.
LD, 60 PSF
MAX. SPACING 24.0'
Gable Stud Reinforcement Detail
ASCE 7-10: 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Urn 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Or 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Orl 120 mnh Wind Snppd. 3n' Hann Holnht. Pnrtlnlly Fnrinepd r—na„ro n I[w+ = 1 nn
S
2"Brace
Gable Vertical
Spacing Species Grade
No
Braces
1) 1x4 'L' Brace IN 1) 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace on
Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B
j
d
O
of
S P r
HL 1 r
1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0'
3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' I1' 3' I1' 11' 13' 7' 14' 0'
Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' ll' 2' Il' 11' 13' 7' 14' 0'
Standard 1 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' it, 9' B. 10' 4' 13' V 14' 0'
S P
D F L
1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' ill 9' 12' 2' 13, 11' 14' 0'
2 3' 8' 6' V 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0'
3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13, 8' 14' 0'
Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' e' 9' 9' 1' 10, 1' 10, 10, 13, 8' 14' 0'
Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1- 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0'
U 1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' S P F 3 4' 0' 6' 7' 7' 5' 8' 4' 8' B. 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0'
Q1
U
O
u FHl Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' B' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0'
Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' Ill 10, 12' 8' 14' 0' 14. 0'
S P
1 4' 5' 7' 3' 7' 6' 8' 7' 8' ill 10, 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0'
2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0- 14' 0'
3 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0'
QJ I D F L Stud 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0'
Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' 11' 0' 11' 9' 14' 0' 14' 0'
Q
d
f
X
U
O
S P F
L FI
1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0'
3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0'
Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0'
Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, 111 11' 5' 13' 7' 14' 0' 14' 0' 14' 0'
1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0'
d S P 2 4' B' 7' 11' 8' 2' 9' 4' 9' 8' ll' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0'
3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0'
D F L I Stud 1 4' 6' 6' 10' 7' 3' 9' V 9' 7' 1 11' 0' 1 IF 6' 1 14' 0' 14' 0' 1 14' 0' 1 14' 0'
Standard
About L
able Truss
Diagonal brace option
vertical length may be TI
doubled when dlagonat IB' 1#
brace Is used Connect ILdiagonalbracefor69011ILm fateachend. Max web Br ce
total length Is l4'. K )K
2x6 f2 or
bettermagonnl T'-
Vertical length shown brace) single
B'
In table above.
45'
or double cut K I
as shown) at L 1
upper end
Connect diagom at
midpoint of vertical web. Refer to chart a v
WARNDG= READ AND F0117V ALL NDIES ON THIS DRAVDQ all
ssDfMTANFo F1sa®1 THIS DRAVDG M ALL CONMACMRS DNSLDD(G THE DdTALLE is. •-•
Trusses —qA1 .xtreme h faMicatep, Mndlrp, Inst.(Ung RefercareshbpYp, aM brodrnp to
follow the latest edition of SCSI (fulnimg =.neat Xly Informatlon, by TPI nit SNCA) for s et
Proctic.a Prior to performing them functlom. Installers shall provide t braCn
I.W.is noted oth -wl-, tap lard shell have properly attached structural h—iMV and tt—,Sh
InITI I s/all have a Property attached X ceiling. L000tlons shown for pernanant I.t.rs( restraht of Ishoohav* bracing installed Par I sachem f3. f7 or 310, as applicable. Apply plates to wall ft.
a O I o1 truss aM position as shown above aM — the Joint Details, -des. rated other.W. ,
R.iar to drawees 16M-2 For stand- plot* posnbm.
M4 OW COMPANY Alpine, Alpine, a d)vlston of ITV hidep Components 6rolp Imo, situ rot be responsible for any deviation f
drawing, airy Fah.a to Wld the truss In confo—moxe with ANSIMI L or For haniemp, shipping,
enstati.tim L bracing of trusses.
137231 Rrverpodl Dme13723'
A seal on this drawing or cover page UstbV this drawing, Mcat.w acm=ptaroe of prefessi al
a Gina 0 p r vn I1ty solely for the dwslgn sham T/e oftabsandity euse of this drawing I
l Ztel 200 For any sbr ct re Is the resyonsYitY of the VAm g D*slgrrr par M61/TPI 1 Sec2 l
l Maryland, Heights.% MOI 630e3 1— no-. hfarnatlon see this Job'. g.menvl rotes paW andthese web show ALPDO .
w..alpeMt.cowi TPI. www.tpbnwt—al SgC,v w..sbdrdustryA'gI Itb wwwA:csaie.orp A
J •
ATE
J ••'
0R\pQ'. gam. Bracing
Group Species and Grades, Group
Al S
ruce-Plne-Flr Hen -Fir N1 / #
2 Standard 1 N2 Stud N3
Stud N3 Standard Dou
las Flr-Lurch Southern Plnea N3
M3 Stud
Stud Standard
I Standard Group
BI Hen -
Fir N1
L Btr N1
Dou
Ins Flr-Larch Southern Pine Ml
0#I El N2N2lx4
Braces shall be SRB (Stress -Rated Board). For
Ix4 So. Pine use only Industrial 55 or Industrial
45 Stress -Rated Boards. Group B values
may be used these rndes. Gable
Truss Detail Notes, Wind
Load deflection criterion Is L/240. Provide
uplift connections for 135 pIF over continuous
bearing (5 psf TC Dead Load). Gable
end supports load from 4' 0' outlockers with
2' 0' overhang, or 12' plywood overhang. Attach '
L' braces with 10d (0.128'x3.0' min) malls. B(
For (1) 'L' bracer space malls at 2' o.c. In
18' end zones and 4' oc. between zones. DWor (
2) 'L' braces- space nails at 3' o.c. In
18' end zones and 6' o.c. between zones. L'
bracing must be a rdnlmum of 80% of web member
length. Gable
Vertical Plate Sizes Refer
to common truss design for peak,
splice, and heel plates. Refer
to the Building Designer for conditions not
addressed by this detail. Vertical
Len tin No Splice Less
than 4' 0' 2%4 Greater
than 4' 0', but 4%
4 less
than 12' 0' TOT.
LD. 60 PSF AX.
SPACING 24.0' REF
ASCE7-10-GAB16030 DATE
10/01/14 DR
WG A16030ENC101014,
Gable Stud Reinforcement Detail
ASCE 7-10: 180 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Orr 160 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Or, 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Ori 140 mnh Wind Snppd. 19' Mann Holnht_ Pnr+inily Fnrinead wnn--a n Ire+ = inn
S
2x4 Brace
Gable Vertical
Splicing Species Grade
No
Braces
1) Ix4 'L' Brace al(1) 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace
Group A FGroup B Group A Group B Group A Group B Group A Group B Group A Group B
P
J
d
O
S P r
H rr
1 / #2 3' 6' 6' 0' 6' 3' 7' 1' 7' 4' 8' 5' 8' 9' ill L' 11' 7' 13' 3' 13' 9'
3 3' 4' 5' V 5' 5' 6' 9' 7' 3' 8' 4' 8' 8' 10' 7' 11' 4' 13' V 13' 7'
Stud 3' 4' 5' 0' 5' 4' 6' 9' 7' 2' 8' 4' 8' 8' 10, 6' 11' 3' 13, 1' 13' 7'
Standard 1 3' 4' 4' 4' 4' 7' 5' 9' 6' 2' 7' 10' 8' 5' 9' I' 9' 8' 12' 4' 13' 2'
S P
D F L
1 3' 8' 6' V 6' 4' 7' 2' 7' 5' 8' 6' 8' 10, 11' 3' 11' 8' 13' 4' 13' 11'
2 3' 6' 5' 9' 6' 2' 7' 1' 7' 4' 8' 5' e' 9' i1' l' 11' 7' 13' 3' 13' 9'
3 3' 5' 4' 7' 4' 10' 6' V 6' 6' 8' 2' 8' 9' 9' 6' 10' 2' 12' 11' 13, e'
Stud 3' S' 4' 7' 4' 10' 6' 1' 6' 6' 8' 2' e' 9' 9' 6' 10' 2' 12' 11' 13' 8'
Standard 3' 1' 4' 0' 4' 3' 5' 4' 5' 9' 7' 3' 7' 9' 8' 5' 9' 0' 11' 5' 12' 3'
U
S P r
1 / #2 4' 0' 6' 10' 7' 2' 8' 1' 8' 5' 9' 8' 10, 1' 12' 9' 13' 3' 14' 0' 14' 07
3 3' 10' 6' 2' 7' 2' 8' 0' 8' 4' 9' 7' 9' 11' 12' 7' 13' 1' 14' 0' 14' 0'
L UU L [- H Stud 3' 10' 6' 2' 6' 7' 8' 0' 8' 4' 9' 7' 9' IL' 12' 7' 13' V 14' 0' 14' 0'
r Standard 3' 10' 5' 4' 5' 8' 7' V 7' 7' 9' 7' 9' 11' 11' l' 11' 1l' 14' 0' 14' 0'
S P
DFLStud
1 4' 3' 7' 0' 7' 3' 8' 3' 8' 6' 9' 9' 10' 2' 12' 11' 13' 5' 14' 0' 14' 0'
2 4' 0' 6' 10' 7' 2' 8' 1' B' 5' 9' B. 10, 1' 12' 9' 13' 3' 14' 0' 14' 0'
3 3' 11' 5' 7' 5' Il' 7' 5' 7' 11' 9' 7' 10, 0' I1' 8' 12' 6' 14' 0' 14' 0'
3' 11' 5' 7' 5' 11' 7' 5' 7' 11' 9' 7' 10, 0' I1' 8' 12' 6' 14' 0' 14' 0'
Standard 3' 9' 4' 11' 5' 3' 6' 7' 7' 0' 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0'
1 / #2 4' 5' 7' 7' 7' 10, 8' 11' 9' 3' 9' 8' it, l' 14' 0' 14' 0' 14' 0' 14' 0'
d
f
X
d
U
O
S P F
rHr
3 4' 3' 7' 2' 7' 7' 8' 10, 9' 2' 10' 6' 10, 11' 13, 10, 14' 0' 14' 0' 14' 0'
Stud 4' 3' 7' V 7' 7' B' 10' 9' 2' 10' 6' 10, 11' 13, 10, 14' 0' 14' 0' 14, 0'
Standard 4' 3' 6' 2' 6' 6' B' 2' 8' 9' 10' 6' 10, 11' 12' 10' 13' 9' 14' 0' 14' 0'
S P
1 4' 8' 7' 8' 7' 11' 9' 0' 9' 5' 10' 9' 11' 2' 14' 0' 14' 0' 14' 0' 14' 0'
2 4' 5' 7' 7' 7' 10' 8' 11' 9' 3' 10' 8' 1 11' 1' 14' 0' 14' 0' 14' 0' 14' 0'
D F L
3 4' 4' 6' 5' 6' 10, 8' 7' 9' 12' 10' 7' 1 11' 0' l3' S' l4' 0' 14' 0' 14' 0'
Stud 4' 4' 6' S' 6' 10' 8' 7' 9' 12' 10' 7' 11' 0' l3' 5' l4' 0' 14' 0' 14' 0'
Standard 4' 3' 5' 8' 6' V 7' 7' 8' I' 10' 3' 1 10' 11' 11' 11' 12' 9' 14' 0'
About L
able Truss
Diagonal brace options
vertical length may be TI
doubled when diagonal 18' K
brace Is used. Connect L f
diagonal brace for 775N L•
Iateachend. Max web Br Ce
total length Is 14'.
23<6 DF-L M2 or
better diagonal
I t
Vertical length shown A454' bracei single
B•
In table obove. or double cut 11 ME
as shown) at L 1
upper end.
on
Connect cOagona at
midpoint of vertical web. Refer to chart ab i
VAAIOG1E READ AND rMLOV ALL NDTES ON THIS DRAVOGI
oBPOttANTo FtiRNISiI THIS BRAVING TO ALL CO TRACMRS DIMMING THE D(STa1 r CM
Trusses reghA,e extreme care in fabrlcatbg 'a dune, o*pYp, installing wd bracing. Refer to
fall.. the latest edition of LCSI (LusdYg CAhPonerhI Safety Information, by TPI and SICA) for saf
pprraar:tices prior to Perfo—drg these furctlons. Installers shall provide temporary bracing per L
Ursisa rated other.l-, top card shall have propertyattach d structuralsh..thinp and bottom c
shall have properly attodwd r%Od celU g. Locations shown far permanent Iste-I restraint of .4
havehaveRadjj0f
shall bracing installed per 3MI sectloru 33, 37 or 310, as nppU abt.. Apply plate. to each Fnr
of and Position as shown above and on the Joint Detalls, unless noted otherwise.
Refer to drawings I6CA-2 for standard plate posltlnns.
AN RW MIPMNY Alpha, a division of ITV Lridtrg components Group Inc shall not be responsible for any deviation f
this dawbg, arty fal r to btlld the truss in conformance with ANSI/TPI L or for hardbg, shipping,
antnll.tlon L lancing of trusses.
A teat on this lowinil or aver page ItrtbV tMs d—.*V. Id-tes —lotanc. of p—f—tonal
137231 Poverpod\ Dme errgtrerwg rwsporrsb1i solely far the detlph Owen The sultnb•Ity antl use of *ft mla.bv
11Slate\ 200 ion arty wb--t re Is the rr4.wabitity of the tiding Designer per ANSI/TPI 1 Sec2.
Maryland1Heights,\MO\63043 se: For more information see this Job's general notes page ard these web sites-
ALPO E, w.w.alpinNew4 ani TPI- SIICA, w+wsbrdridustry.orgm IDD .—Jccsaf—i;
W
TATE
Z OR\Vt9 `
sPloNALE
Bracing Group Species and Grades,
Group At
S ruce-Plne-Fir Hem -Fir
NI / 02 Standard 02 Stud
N3 Stud 03 IStandard
Doll las Fir -Larch Southern Pine
M3 M3
Stud Stud
Standard I Standard
Group El
Hen -Fir
NI L Btr
N1
Douglas Flr-Larch Southern Pine
NI N1
N2 1N2
1.4 Braces shall be SRB (Stress -Rated Board).
For Ix4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values my be used with these grades.
Gable I russ Detail Notes:
Vlnd Load deflection criterion Is L/240.
Provide uplift connections For 100 plf over
continuous bearing (5 psf TC Dead Load).
Gable end supports load Fran 4' 0' outlooker•s
It 20' overhang, or 12' plywood overhang. Attach '
L' braces with 10d (0.128'x3.0' min) nails. K
For (1) 'L' brace- space nails at 2' o.c. In
IS' end zones and 4' o.c. between zones. KWor (
2) 'L' braces, space nalls at 3' o.c. In
18' end zones and 6' o.c. between zones. L'
bracing must be a minimum of 80'/. of web member
length. Gable
Vertical Plate Sizes Vertical
Len tin No S lice Less
than 4' 0' 2%3 Greater
than 4' 0', but 4%
4 less
than to' 0' Refer
to common truss design for peak,
splice, and heel plates. Refer
to the Building Designer For conditions not
addressed by this detaft. TOT.
LD, 60 PSF MAX.
SPACING 24.0' REF
ASCE7-10-GAB18015 DATE
10/01/14 DRWG
A18015ENC101014
CLR Rein -Forcing Member Substitution
T-Reinforcement
This detail Is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf.
Is specified on a truss design but an alternative web L—Reinforcerlent: or
reinforcement method Is desired. L-Reinf.
Notes:
This detail Is only applicable for changing the specified CLR
shown on single ply sealed designs to T-reinforcement or
L-relnforecement 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 2-2x4W
2x8 1 row 2x6 1-2x8
2x8 2 rows 2x6 2-2x6010
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.
NO 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 80% of web
member length.
Scab Reinforcement:
Apply scab(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 80% of web member length.
Scab
T-Reinf. L-Reinf.
VARhmKAws READ Ahm FULI.o„ ALL NERES a THIS MAVDIO a
K-DVMTANTo FLI&M nos OtAVRh6 m ALL Wrl'I UStS DICLM G THE DISTALLFRS • PSF REF CLR Subst.
Trusses rapt a axtrana care In faarlcut•q, handling, shipping, InstalUng oM tracing. Refer. i * j i s
faro. th. Latest wdhlon of laI Mooing component safety Infur„atlon, M TPI and srcwl for sgaty • tC DW PSF DATE 10/01/14
practices prior to performing these functions. Instauers shoo Provide tenpa.ory, racing per L •
less noted otherwW, top chord shall have property attached structural sheathing and `otto a 10VATE •BSI PSF DRWG BRCLBSUB1014weshallPzeapropertyattachedrVdceiling. Locations shown For pmnnent lateral rest—ht of •
shoo have lrncbp Installed per I sections l3, gT or BID, as applicable. Apple plates to •ads c• • 0 of truss and po~ as shown aeove and on Joint Details, vdess noted othwrwlsw. •e , d
L
Refer to drawings t60A-z for standard plat* swons.
er p Op• PSF
Alpine, a dMskm of [Tv mad g components group Iry shoo not be responsible for any devktlon " Y' / •++• 0 iti, •• ram, L D. P S FANRM/MMPIY this dra.rq a^r folve to tend the truss ti confornonce wtth ARS[/TPI 1, or for hnndttrq, shpwng• • •• $r' '
Installation L bracing of trusses. •••••••
A seal an this dreving or cover page UstIng this drawlro, Indicates acceptance of professhnnal
3723\Rrverpoit\Dme ;w ns—f6lK e ,shown. The sultahlty w uof this d. DUR. FAC.1Suite\200 foany tr..-Is responsibility of' the wbp Dashper per A6VTPi I SecZQNA iy Maryla tpcset
st l nohsand web o;10 ALPEMtoniTPI ApInstorgI 4yorgiIMww
f _
a kult SPACING
T'
ReinforcingMember
Gable
Truss
Gable Detail
For Let -in VPrtirnls Truss Plate Sizes
aproprlate Alpine gable detail for
e sizes for vertical studs.
Engineered truss design for peak,
b, and heel plates.
vertical plates overlap, use a
to that covers the total area of
apped plates to span the web.
2X4
2X4 2X8
Provide connections for uplift specified on the engineered truss design
Attach each 'T' reinforcing member with
End Driven Nallsn
IOd Common (0.148'x 3.',min) Nails at 4' o.c. plus
4) nails In the top and bottom chords.
Toenalled Nails,
IOd 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 detall for ASCE
wind load.
ASCE 7-05 Goble Detail Drawings
A13015051014, A12015051014, A11015051014, A10015051014, A14015051014,
A13030051014, A12030051014, A11030051014, A10030051014, A14030051014
ASCE 7-10 Gable Detail Drawings
A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014,
A18015ENC101014, A20015ENC101014, A20015ENDIOIOI , A20 10
A1153CENC101014, A12030ENC101014, A14030ENC101014, 0 O1
A18030ENC101014, A20030ENC101014, A20030ENDIOI 4"
PED10
0 10
S11515ENC100815, S12015ENC100815, S14015ENCl
S18015ENC100815, S20015ENC100815, S20015E
S11530ENC100815, S12030ENC100815, S14030 1
S18030ENC100815, S20030ENC100815, S200D1008i S•
See appropriate Alpine gable detail for maxi unr41 ar
T' Reinforcement Attachment Detail
T' Reinforcing 'T' Reinforcing
Member Member
Toe-nall - Or - End-nall
To convert from 'L' to 'T' reinforcing members,
multiply 'T' Increase by length (based on
appropriate Alpine gable detail).
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' Relnf.
Mbr. Size
T'
Increase
2x4 30
2x6 20
Examples
ASCE 7-10 Wind Speed = 120 mph
Mean Roof Height = 30 ft, Kzt = 1.00
Gable Vertical = 24'o.c. SP R3
T' Reinforcing Member Size = 2x4
T' Brace Increase (From Above) = 30), = 1.30
1) 2x4 'L' Brace Length = 8' 7'
Maximum 'T' Reinforced Goble Vertical Length
1.30 x 8' 7' = 11' 2'
avARNI Glew READ AND FOLLOV ALL NOTES a THIS DRAVDIIi tY r ` ' REF LET -IN V E R ToDRRTANTwwFURNISHTHISBRAVINGTOALLCONTRACTORSOSIUBDGTHEIJISTNIERS •
Trusses require extreme care In fabricating,handling, shipping, hstdllng end brocYp Refer to s ATE ; r3 DATE 10/01/14FollowthelatesteditionofSCSI IIdng Component Safety E fornatlon, by TPI and SSG) far co •
practice prior <o perforrhYhp three Funrtlons. Installers shot[ provide terpowry braclrp per BC • Unless noted otherwise, top chord shall have propertyattached structural sheo y and bottom • ^
shall have . properly attached rigid C.". l_elonshown for permanent lateral restraint of .. '. ••' DRWG GBLLETIN1014 f1
I 1 I shall have br.cing Installed per SCSI sections 23. B7 or 210, as applkoble. Apply plates to each fac •• ' / 1O • dIIIlJI I of truss and position as shown above and on the Joint Details. unless noted otherwise. •• ` O 1 •• III
IJr II Refer to drawings 16DA-2 For standard plate positions ••a•••••• 'r Alpine,
a division of ITV Sulldhg Components Group Inc shall not be responsible for any deviation fron I Jw
nwcoMRarn this drawing, any Fare to build the truss h conFarronce with ANSI/TPI 1, or for handling, shipping, i 4 10 E a MAX, TUT. LD, 60 PSF hst.antlon a br.ct V of trusses. 1113723%
Rwerporll Dme A•^ nee h !ona-o.uhpp tr wdee+on UstbVthis ': ra ndicatesoft of ` "°I r +
l:WDUR. FAC. ANY 11Suite%200
for any structure Is r•W°^y of the Shadno Designer per ANSI/TPI I sect 90 278 07/03/2018 11 Maryland[
Heights.% MO% 63043 ALPINEFar ^ re Information this Job'. Renerat notes page and these .eb sites, MAX, SPACING 24.0' w. Ipin .w.tphs orgl SSCN ..wsbcbrdustryargJ ICO wwwJccsafeorg
NAIL REINF RCEMENT FOR PLATE DETAIL
This detail may be used when the required number of Nails shall be driven through solid steel at a distance no
connector teeth In a truss Member exceeds the actual closer that 1 Inch to the joint line, Nails may also be driven
number of teeth in the given member. Nails may be driven through the tooth slots, but shall be located at the end of
through the connector plate(s) in truss members using the the slot farthest from the joint line,
nail type specified below to Increase the lateral resistance of
the connector plate(s) having a shortage of required Use a maximum of 2 nails per square inch of plate area.
effective teeth,
Nall Type
Duo -Fast CS157 1.5' x 0.105' Smooth Shank Coil Nail
Material Connector Plates Substitution
SP, DF-L, HF, SPF Alpine 20-gage Wave 1 Nail replaces 2 teeth
SG >= 0.42) Alpine 20-gage H 1 Nail replaces 2 teeth
Alpine 18-gage S 1 Nail replaces 2 teeth
Nail Type
0.131' x 1,5' Box or Gun Nall
Material
SP, DF-L, HF, SPF
SG >= 0.42)
Connector Plates
Alpine 20-gage Wave
Alpine 20-gage H
Alpine 18-gage S
i4 PINE
as
t t 13723t TLverportt anve
t I Suite% 200
t t Marylandt Heights,% M01 63043
Substitution
1 Nall replaces 3 teeth
1 Nail replaces 3 teeth
1 Nail replaces 3 teeth
This Detail Is Applicable nly On
Offset No More Than 1/2' From
s lVAMNOws READ AND fO LOV ALL NOTES Of THIS DRAVDa
DFMTANTno FURNISH THIS OGVING TO ALL CONTRACTORS INCLUDING THE INSTAUXIM
Trusses regale entrain• care In fabricating, handling, shlppling, Installing and bracing. Refer t
fallow the latest edition of SCSI (Sniding Component Safety Inforvotion, by TPI and SICA) far sa t
practices prior to performing these functloos. Installers shoLL provide terporory bracing par I
Unless rotes otherwise, top chord shall have properly attached structural sheathing and bottom
shall
drhaveaproperly attached rr ceiling.ca . Lotbns shown for peranrent lateral restrobrt of
shell have brog Installed per SCSI sections 33, 37 or IRO, as appUcable. Apply plates to tech f
of truss aposrdm as shown above and on the Joint Details, unless noted others[". 1 Refnd
ar
to
drasIngs t6QA-Z for standard plate poslthm Alpine, a
division of ITV Iuldng Coponints Croup Inc. shall not be resporns6le for my d-latlon f this drawing
y falnre to bulld the truss In conformance with ANSI/TPI 1, or for hardpph iEng, shg, installationLanbrodrpoftruasea. Aseal on this
drawing or rover papa listing this drawing. Indlcslrs acceptance of prof—slonal engYeerbg sately for the
design shownty The suftablity and useofthisdr.w g for arty strucbe a
Is resporallA of the ceding Designer per ANSI/TPI 1 Sec2. For rare Infornotlon see
this Job's general notes pant and these web sttes- Nails shall be driven
through connector plate having shortage of required effective teeth.
Nails may be driven through connector plate on each
face of joint if each plate has a shortage of required effective
teeth. Nails shall be fully
embedded Into wood areas free of defects. This detail is applicable
only on joints where the connector plate has been offset
no more than 1/2' from the design position shown on the
truss design drawing. This detail is applicable
for trusses with lumber oriented vertically (2x-) and trusses
with lumber oriented horizontally 3x2 and 4x2). figuration.
lint he e
T
ec ?jr Pt4te Has Been e D I w
r Th Truss Design Drawing. is REF NAIL ATE
OFA.
O R1pPe•• :
Line DATE10/01/
14
DRWG REPPLTNL1014
Gable Stud Reinforcement Detail for Stucco Cladding
ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Or, 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00
nri 12n mmh Wind Sneed_ IS' Mann HPlnh+. Pnr+Inlly Fnrinced Fxnne„rs• n ko+ = i nn
S
2x4 Brace
Gable Vertical
acing GradepSpeciesNo
Braces
1)
Ix4 'L' Brace 1) 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace Group
A Group B Group A Group B Group A Group B Group A Group B Group A Group B 1 / #
2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8' 13' 2' 0)
S
P F 3 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0' U
H P Stud 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0' Standard
1 3' 2' 4' 11' 5' 3' 1 6' 7' 6' 11' 1 8' 0' 8' 4' 10' 4' 10' 11' 12' 6' 13' 0' J
S P 1
3' 6' 5' 10' 6' 0' 6' 10' 7' 1' 8' 2' 8' 6' 10' 9' 11' 2' 12' 9' 13' 3' 2
3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8' 1 13' 2' U
D F L 3
3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' 12' 7' 1 13' 1' Stud
3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' 12' 7' 13' 1' Standard
3' 2' 4' 7' 4' 11' 6' 2' 6' 7' 8' 0' 8' 4' 9' 8' 10' 4' 12' 6' 13' 0' U
1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' P
i
0
U
0
S
P F H
F 3
3' 8' 6' 6' 6' 10' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Stud
3' 8' 6' 6' 6' 8' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' standard
3' 8' 6' 1' 6' 5' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' SP
D
F L 1
2
3
Stud
Standard
d
S P F 1 / #
2 4' 3' 7' 7 8' 0' 0' 7• 0' 0' N3
4' 0' 7' V 7' 5' 8' 0' 0' 0' 5' 4' 0' l
X
d
U
Q
C-
A H
F Stud 4' 0' 7' 1' 7' 5' 8' 5' 8' 9' 10' 0' 10' 5' 13' ' 13' 9' 14' 0' 14' 0' Standard
4' 0' 7' 0' 7' 5' 8' 5' 8' 9' 10' 0' 10' 5' 13' 2' 13' 9' 14' 0' 14' 0' S
P D
F L 1
4' 5' 7' 4' 7' 7' 8' 8' 9' 0' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' 2
4' 3' 7' 3' 7' 6' 1 8' 6' 1 8' 10' 1 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' 3
4' 2' 7' 7' S' B' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' Stud
4' 2' 7' 2' 7' 5' 1 8' 6' 1 8' 10' 1 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' Stnndnrd
4' 0' 6' 6' 6' 11' 8' 5' 8' 9' 10' 0' 10' 5' 13' 2' 13' 9' 14' 0' 14, 0' About
L ble
Truss Diagonal
brace option, vertical
length may be T Idoubled
when diagonal e 18' K brace
Is used. Connect L I diagonal
brace for 600N at
each end. Max web Brace total
length Is 14'. K* 2x6
V -L «2 or better
diagonal t Vertical
length shown bracer single I
B,
In
table above. 5
or
double cut as
shown) at L 1 upper
end. Connect
diogonol at li I 41 Q' M7
midpoint
of vertical web. Wl Refer to chart n v wNARNDG—
READ AND MUM ALL rES 17( TIaS DRAVD(O w1103111TANTes
fun®( naS DRAVDG TD ALL CONTRACTOM DIMMDG THE OSTALLERS. '_ Trusses
require extreme care I,falrtrothng hdlhp, shaping, installing and b-chlo. Refer 1 oJ followthelatesteditionofNCSI (N,Adhg Component Safety Information, by TPI and SlICA) for fat practices
prior to perfarMq these fvrtlons. Innstat!"s shall provide temporary bradrng per liiess
rnotetl otherwise, top chord shall have property attached structural shwthirnp oral bat ch as
shall he— a properly attached;g celft. Locations shown far permanent lateral rastraht o I a
F1
II shall have bracing hstolied per NCSI sections 33. 17 - N10, as appti-M.. Apply pates to each c I
of truss " position as slam above and on the Joint Detals, unless noted otherwise. Il
r Refer to d.awhps 16OA-2 far standard pate positions. j Alpine,
a division of ITV WLArp f-q—ts Group Inc shall not be respons0%e far any deA.tlen AN
RW CX)MPANY this drawing, any fasvv to build the truss In confarnance with ANSI/TPT 1, or far hanA6p, shipping, Installation
L bradrp of trusses. A
anal an this drawing ar cover page UstYp this drawee. YMcates acceptance of professional r7723\
Rrverpon\Dma ^R rL^R respo y solely for tie ^ slam. T/e WSa6LHy and use of this drashg sun.\
zoo far any strucivv is tlr re or llty "" bd.0 Deslvner' per N6vTP1 l Sec2 Maryland\ Heighls\
MO\63043 For more lnf—tbn see this Job's general notes page and these web after ALPDE- www.
alaVeltweon, TPI, www.totnstara, SSC,v IM ..wlcea.feara STATE CYF ;
M Bracing
Group
Species and Grades, Group AI
S ruse -
Pine -Fir Hen -Fir NI / 02
IStandard N2 Stud N3 Stud
03 Standard Dose las
Fir -Larch Southern Pines 3 03
Stud Stud
Stnndnrd Standard
Group BI
Hen -Fir
NI L
Btr N1 Dou
Ins
Flr-Larch Southern Pine NI MI
M2 «2
Ix4 Braces
shall be SRB (Stress -Rated Board). For Ix4
So. Pine use only Industrial 55 or Industrial 45
Stress -Rated Boards. Group B values may
be used with these grades. Gable Truss
Detall Notesi Wind Load
deflection criterion Is L/360. Provide uplift
connections for 75 plf over continuous bearing (
5 psf TC Dead Load). Gable end
supports load from 4' 0' outtookers with 2'
0' overhang, or 12' plywood overhang. Attach 'L'
braces with lad (O.I28'x3.0' min) malls. K For (
1) 'L' brace- space rails at 2' o.c. In 18'
end zones and 4' o.c. between zones. K)Wor (
2) 'L' braces- space malls at 3' o.c. In Is'
end zones and 6' o.c. between zones. L' bracing
must be a minimum of BOX of web member length
Gable Vertical
Plate Sizes Refer to
common truss design for peak, splice,
and heel plates. Refer to
the Building Designer for conditions not addressed
by this detail. No S
TOT. LD,
60 PSF X. SPACING
24,0' REF ASCE7-
10-GABI6015 DATE 8/
3/15 DRWG S16015ENC100815
Gable Stud Reinforcement Detail for Stucco Cladding
ASCE 7-M 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00
Or: 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Or 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00
nri in mrh Wind Snaad_ ;n, Mnnn Hainht. Pnr+inlly Fnrineod L',.nn n Irv+ = Inn
Goble Verticiat
1 Maw
1 ii ii ii i i ii ii ii
aymmAbout)
able Truss
Dlogonal brace option,
vertical length may be TI
doubled when diagonal 18' K
brace Is used. Connect j—
brace for 690N L'
L
otof each end. Max web Brace
total length Is 14'.
2x6 DF-L 02 or
better diagonal T t
Vertical length shown bracer single
B'
table above. In
45
or double cut 11T 1
as shown) at L 1
upper end.
on
Connect dlagonn nt
nld ant of vertical web. Refer to chart a v
WARND43— READ Alm fbLOV ALL NOTES ON THIS DRAVMQ j
ww[WEIRTANT ROM THIS MMVING TO ALL I9ffRACTOK DGJIDDIG THE DiSTNIERS.
JyTrussesrequireextremecoreInFebrk.tvng, handlYnp, d+ppnp, Installing and broclr,p Reier
fall o. the ).test edition of ilCSI ("ding Corponant S.f.ty Infornotlon, by TPI end SOCA) for Ailfet
practices prlor to perfcrNp them fte,ctians. InstaUers shall provide tenporsry br.dng per ESL.
Wdess noted other.lm, tap chord shall hove properly attached structw1 sheathing and botta
shall have . propnty a Wdned Npptltl ceiling. Locatbro shown For penanenL lateral rvstroYnt o
n ,^ shall have hwcIng Installed per ilCSI sections B3, 97 or 310, .s .ppltable. Apply plot.. to wad, c
a of truss and position a. clown above and on the Joint Details, ,Hess noted otherwise.
R.fer to dmvbVs IaOA-2 for standard plate positions.1.10
Alpha, a division of ITV lidding Components Group Inc. shall not be responsible for any deviation ARANWCDMPANYthisdra.Inp any iaWre to hand the truss In conformance 1H1 All 111 1, or For 11- 1*,ping, wlletlon t bnadrp of trusma.
A mar on tide drawing ar cover gag. Ustli this .laving, Indicates acc ptence of professlorW
137231 Rlverportl DmeI er,gYwerYp •'espor,IKy sclety far Mr dedgr, .noun. The suitability and use of t11k drawing
Sulte\ 200 far nY sbucbre Is tine responsibility of the )aiding Dedprr per ANSI/TPI 1 Sec2.
Maryland\ Heights.\MO%63043 For more Infornation see this Job's general notes page and them web sttes,
ALPIND ....aloInelt.con, TPI- w...Cclnstaro, SICA, --loci ndustrw—, Ind ... Accsef.aro
ATE OF I
7
c ••• O R •• N
ONAi E ,004
Bracing Group Species and Grades,
Group AI
S ruce-Pine-Fir Hen -Fir
N1 / N2 Standard 1 N2 1 Stud
N3 Stud N3 Standord
Doulitas Flr-Larch Southern Pine
N3 03
Stud Stud
Standard Standard
Group BI
Hen -Fir
MI L Btr
N1
Douglas Fir -Larch Southern Pines
Nl N1
N2 N2
lx4 Braces shall be SRB (Stress -Rated Board).
mFor lx4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these grades.
Gable Truss Detall Notes:
Wind Load deflection criterion Is L/360.
Provide uplift connections for 135 plf over
continuous bearing (5 psi TC Dead Load).
Goble end supports load from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
Attach 'L' braces with l0d (0.128'x3.0' min) nails.
K For (1) 'L' brace. space malls at 2' o.c.
In 18' end zones and 4' o.c. between zones.
K )KFor (2) 'L' braces, space malls at 3' o.c.
In 18' end zones and 6' c.c. between zones.
L' bracing must be a minimum of BOX of web
member length.
Gable Vertical Plate Sizes
Vertical Length No Splice
Less than 4' 0'1 2%4
Greater than 4' 0', but I 4X4
less than 12' 0'
Refer to common truss design for
peak, splice, and heel plates.
Refer to the Building Designer for conditions
not addressed by this detall.
TOT. LD. 60 PSF
AX. SPACING 24.0'
REF ASCE7-10-GAB16030
DATE 8/3/15
DRWG S16030ENC100815
I STRONGBACK BRIDGING REC MMENDATI NS
BUTT STRONGBACK
BRIDGING TOGETHER
4'
Q. ATTACH SCAB WITH 10d BOX/GUN
4' -0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT
SCAB 6' O.C.
NOTE, IN LIEU OF SPLICING AS SHOWN,
LAP STRONGBACK BRIDGING MEMBERS
FOR AT LEAST ONE TRUSS SPACING
STRONGBACK BRIDGING SPLICE DETAIL
NOTE: Details 1 and 2 are the preferred
ATTACH STRONGBACK TO
WEB W/ (3) 10d COMMON--
0.148'x3') NAILS OR
11 (4) 10d BOX/GUN
2) 10d COMMON (0.148'x3.0') OR
BOX/GUN (0.128'x3.0') NAILS AT
TOP AND BOTTOM OF 2xt
SCAB -ON BLOCK. ATTACH
STRONGBACK TO BLOCK W/ (3)
10d COMMON (0.148'x3.0') NAILS
OR (4)10d BOX/GUN (0.128'x3.0')
NAILS.
attachment methods
STRONGBACK BRIDGING
SPACING REQUIREMENTS
o 10' None re ulred
o 20' at curter ofo1
naboes30Et2rat eadn V3 s) 0o /
3 rows 0 at eadl VI s) CY
Space roes at l0' ae ts) STRONGBACK
BRIDGING ATTACHMENT ALTERNATIVES All
scab -on blocks shall be a minimum 2x4 stress
graded lumber.' All
strongback bridging and bracing shall be a minimum
2x6 'stress graded lumber,' The
purpose of strongback bridging is to develop
Load sharing between individual trusses, resulting
in an overall increase in the stiffness
of the floor system. 2x6 strongback
bridging, positioned as shown in details,
is recommended at 10' -0' o.c. (max.) Mo.-
The terms 'bridging' and 'bracing' are sometimes mistakenly
used interchangeably. 'Bracing' is an Important
structural requirement of any floor or
roof system. Refer to the Truss Design Drawing (
TDD) for the bracing requirements for each
individual truss component. 'Bridging,' particularly '
strongback bridging' is a recommendation
for a truss system to help control
vibration. In addition to aiding in the distribution
of point loads between adjacent truss,
strongback bridging serves to reduce bounce'
or residual vibration resulting from moving
point Loads, such as footsteps. The
performance of all floor systems are enhanced
by the Installation of strongback bridging
and therefore is strongly recommended by
Alpine. For
additional information regarding strongback bridging,
refer to BCSI (Building Component Safety
Information), aaVARM
TI ""° Ahm Tn.Lw "`L TRACT RS THIS DRAVIuIa L" ' #C ,l PSF REF STRONGBACK asOFQtTAhfloR13QSHT1OSONOIGTOALLL.L. WXSOtN O/OJ,MA THE DtSTM1ERi J
TrususrequFeestremeoreMfatrlmtMg, handing, c pIp Installing and bracing Refer 3 fdlo.
the Latest edition of bell ande,g toponmt Safety Information, q TPI and sbcAh for sty f
tC Dl PSF DATE 10/01/14 practices
prior to performing these functions Installers shall provide tenporary bradng per wSL Wwass
noted otherwise, top chordshallhave properly attached struct_t shoat" and bat : ATE shalt have .progeny attached B ceblrp. Locution shown for porn rent lateral restr int a PSF DRWG STRBRIBR1014 f1 O
shell
have b,.cbV Installed per I sactions 33, b7 or b10, as applicable. Apply plates to each • O $ d 1
of tress and position as shown above and on the Jo1nt Details, utess noted otherwise. i l VL
T PSF Ilf Refertodnslnps160A-Z for standard plate posttlons rj i0 / ,O , AN PAWyine, a al — of MY building Components Gang Inc. shall rot be respandA. for any devhtion + !` QR +s LD. PSF
wbnp, anyfaOlf— to build the truss in eonfe—nce alth ANSI/TPI I, or, for hamdWnp, shwppang, + a ` ' Installation a
bracing of trusses • / • 0 A seal
on this drawYp or cover pagw Ustilp this alt—Mp, Indicates acceptance of pmofessbrl Shale Rrverpod\
Drive
1or «r r r a WWr i draa o UR. FAC. 1.00 Smnta\ 200
far NY
ins A1. !T10 Maryland\ Henghts,\Mot 63043 for none lnfornatlon see this Job's general notes page and these web shin ALPOE, w—
Inbnelts— TPI. ssotain.t— Sort, —Jacir id.strv.nra, IV sssYe,afeare ,,.. .. _.. +nt/wwtl SPACING
Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1,00
Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better.
Bot Chord 2x4 SP #2N or SPF #1/#2 or better.
Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better.
0O Attach each valley to every supporting truss with:
2) 16d box (0,135' x 3.5') nails toe -nailed for
ASCE 7-10 160 mph. 30' Mean Height, Enclosed
Building, Exp. C, Wind TC DL=S psf, Kzt = 1,00
Or
ASCE 7-10 140 mph, 30' Mean Height, Enclosed
Building, Exp. D, Wind TC DL=S psf, Kzt = 1,00
Bottom chord may be square or pitched cut
as shown.
Valleys short enough to be cut as solid triangular
members from a single 2x6, or larger as required,
shall be permitted In lieu of fabricating from
separate 2x4 members.
All plates shown are ITW BCG Wave Plates.
Unless specified otherwise on engineer's sealed design, for vertical
valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of
web, same species and grade or better, attached with 10d box
0.128' x 3.0') nails at 6' o,c. In lieu of 'T' reinforcement, 2x4 Continuous
Lateral Restraint applied at mid -length of web Is permitted with diagonal
bracing as shown In DRWG BRCLBANC1014.
Top chord of truss beneath valley set must be braced with:
properly attached, rated sheathing applied prior to valley truss
Installation.
Or
Purlins at 24' o.c, or as otherwise specified on engineer's sealed design
Or
By valley trusses used in lieu of purlin spacing as specified on
Engineer's sealed design.
xx* Note that the purlin spacing for bracing the top chord of the truss
beneath the valley Is measured along the slope of the top chord.
Larger spans may be built as long as the vertical height does
not exceed 14'-0'.
2X4
4X4
3X4
12 Valle
12 Max.I Spacing
2X4 X4
Pitched Cut Square Cut Stubbed Valley Optional Hip8-0-0 Max •+ Bottom Chord Bottom Chord End Detail Joint Detail
Valley Valle
4X4 Toe -nailed / y
12 o m n T-usses
j11X
Max. t 2 o, .
X3
VC ll sitiX3it6-0-0
3 5X4 SPL (Max Spacing)
1X3
2X4
SP QV.••' ' '•••
20-0-0 (++) Q 0
d u es
Partial Framing
o
Supporting trusses at 24' o.c. maximum spacing.
Plan
o. 648
VARRDG- READ NO FR1131V ALL N07= ON 11IS DRAVD0 • , L.& _ 0 30 40PSF REF VALLEY DETAILseDIPMAWFLSMMTTDSMAVDIGMAL ®ITRACTUn DIILLIDDIG THE DISTALLERS
Trusses latqulest .str.me care, S h fnb V tkiill,Carip herit Safetyty Inrg, butlor. and br W S Refer sa ard pallowracticesthe latest ad[tkm if SCSI tSuldbp Capon t Sleety all prntlon, er TPI andbra" for ueI. • TC 9L 0 15 7 PSF DATE 10/01/2014
procs rho aria• m perFarwbrp then fumctlons. Installers shall provltle terpororyy 6ra ro per 1CSI. S iAT C
Lbiess roW other.lse, top chord shall have property attached structural shravrrp ad bottom C j
shoo have • propMy attached rigid c.lbrp L-.tlans shoen fair p.rmarrnt usteral restraint of eebs O • BC. J, 0 10 10 PSF DRWG VAL160101014
shall have hradq Installed per SCSI sectlans 13, 37 or 310, as oppllrnMe. Apply plates to each face f • CdOoftrussamposroonas .ham above and on the Joint Details, urt.s. rot.d othirrelsa. ••
O ,
0 0 OP SF
ReF.r to drawings 16CA-2 for standard plat. posttlons. • / / `
AIp1m, a Avbdm of ITV Suldbrg Conparnts Group Inc. shall not be responsmle far orry MvMtlon f ' • • `OR • , AN TNOOMNJiY this drawft, any falure ta build the tans In conformance vtth ANSI/TPI 1, or for handhg, shippbg, ylj s •••••.sR•••
60 55 57PSF
Instagatlon L bracing of tmzarcover page gstYp this drasbrg, hdutes acceptance of professlurl /
y// t7 tAsealant/is is
uA r
t3727\ Rwerpom Dm a e"pY"e'r+'g r or y solely for v'e d t n aho.n The srsmmtty oM m of this raeYp y// /O 7"l
V .FAC.1.2511.33 1.1511.
1 \ suite\ 200 F any stn,c9re Is fir rtespvubllt7' of fir 113rp Desl r. per AllSl/1PI 1 Sec2 //
Maryland\Heghts,\MO\60a]
Fos' ;o''e Info tk.... this Job's general not• page and these •rb sltesi WIM:Itu SPACING 24.0' ALPINEr . atpinelte.conl TP6 w%tpYntcrgl SSCN a rdustry.orgl ICO vevkcsaee.org
a
I VALLEY FRAMING & BRACING DETAIL
RI
ac
2
Of
Lumber Size and Grade Minumum Requirements
GENERAL NOTES
Purlins required 2'-0" O.C. in absence of plywood sheathing.
Trusses without sheathing applied must be evaluated accordingly.
Purlins should overlap sheathing one truss spacing minimum.
In cases that this Is Impractical, overlap sheathing a minimum
of 6", and nail upwards through sheathing Into purlin with a
minimum of 8-8d (0.131'W.6") common wire nails.
Effects of not providing sheathing below a valley set
must be evaluated by the building designer.
This drawing applies to valleys with the following conditions:
Spans (distance between heels) 40'-0- or less
Maximum valley height: 14'-0"
Maximum mean roof height: 30 feet
ASCE 7-05, 140 mph, Enclosed, Cat 11, Exp 8,1=1.0, Kxt=1.0
Or A Maximum of ASCE 7.20, 180 mph, Enclosed, Exp D, Kit=1.0
TRUSS
TRUSS UNDER VALLEY FRAMING
VALLEY RAFTER OR RIDGE
CRIPPLE
ripples 4'-0" for 30 psf (TL) and 20 psf (TD) Max.
e the crippes for each row starting from the valleys or sleepers
working Inward to the ridge board so that cripple locations are
gored between rows.
TTp)
innection Requirement Notes
2x6 rafters to ridge 4 16d toe -nails
Cripple to ridge 416d toe -nails
Cripple to rafter 416d toe -nails
816d face -nails
Rafter to sleeper or blocking 5 16d toe -nails
Rafter to two 2x6 sleepers 4 16d toe -nails
Sleeper to truss 416d toe -nails
Two 2x6 sleepers to truss 3 16d toe -nails each sleeper & truss
Ridge board to roof block 416d toe -nails
Ridge board to truss 4 16d toe -nails
Purlin to (Typ) 3 16d toe -nails
Truss to blocking 4 16d toe -nails
Truss to cripple 4 16d toe -nails
Truss to cripple 4 16d toe -nails
Cripple to purlin 316d toe -nails
CRIPPLE, BRACING, &BLOCKING SNOTE-- --, NO
Colm to rafter 416d toe -nails
NOTE: 16dd (0.160.162"x3.5') COMMON NAILS
2x4 continuous lateral restraint (CLR) min. Is required for cripples 5'-0" to 10'-0" Iong
nailed w/ 2 -10d (0.148"x3") nails. Or 2x4'T' or scab reinforcement nailed to flat edge
of cripple with 10d JOA28"x3.0") nails at 6" o.c. -r or scab must be 90% of cripple length. Cripples over 10'-0 long requre two CLR's or both faces w/'T' or scab. Use stress
graded lumber 6 box or common nails.
Narrow edge of cripple can face ridge or rafter,
as long as the proper number of nails are
Installed Into ridge board
Install blocking under rafter if sleepers are not used.
Install blocking under cripples If cripples fall between
lower truss top chords and lateral bracing Is not used.
Apply all nailing In accordance to current NDS requlremen
Nails are common wire nails unless noted otherwise. H.
VAROMb- ROAD A0 1`1112v ALL LANES OI nGS WAvaa
d3fOtTAMdd ruRKM TIM DRAWM to ALL s• COMACUSts DTIC DrcTALLUM - 1\
V. r .,.... . LL 20 30 40 54 REF VALLEY FRAMING Trusses
rop'd-...tr. n card h fabrk.tho, hv'dl•q, stepphg, hst.Uft .M track,& • Ref ad-* foen.
the tat.st .dtlnn of al:S1 Ck&*V U.%p t Saf.ty Worm%&%. by WI UM SWAG ror so TIC DL 10 20 7 7 DATE 10/O1 /14 practloes
prior to p.rforwhe th.s. fWCUons. lnfWLl s Wr U provide tenporary br'adne per Wass
no4d cthervf e, top chord sshn har. properly attadrd sbvetwl shr 10*D W botton ShoN 2110,
io ,eadl i
STATE 7" 0,- C DL 0 0 0 0 DRWG VACNV1801015 nn
sh.11 h. tracing hstoe.ttdper 1CSI sections 33, 17 .pplbohle Apply pat" f o.
t..a..,,d peattlol .s .t•2.n .bpv..nd a, G41...... rnt.d ether.k.. BC LL 0 0 0 0 l0R.fer to daOW 160A-1 for rtar'dord pt.t. pstbo- AtpM..
dMslon of "V " C-9- nt. rro' p Lac. sMU not b. r.sparnml. for any 4•latlon friAAN 0,.:;
c pR10p.,'\<e. AN
fTW GOMRWY tr'tr d-a.hg, .ny raLw to btnt'n`tl a+e trams h eanfornanc. atth Axsvrnt L or fpr trrr,g, shgphq, hstaltatbn .
brodng of tr,,.....S/p L`
E. '
TOT
LD 30 50 47 61 A
seat an pis`dn.Y'p o• cover pope Ilstinp this d•aehp, Y'd10 tK amPtarxa o1 professlorol r..
panWnr sot.ly rar it'. de.fpr' u ivaI'y k r.ap it'
1ir
M/II/Tp_l ; s.ri r-a"'' N
A ttP nnTt'`
N DUR. FAC. 1.25/1.15 13M1
L. tfi.4D-0M5aRtabut'
p.r. o/ 1W —
Y'farnaum s.e thb JoMs ge-1 not.. In .nd ".- .eb tftw AL
M-Alp•'.ra.wro TrL ....tpL'stargl sty •.••m..trr a •••J•f•ero p /
O
O 15 SPACING SEE ABOVE
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: S. G A
Job Address: /.1 .o t Q <` 2,, 1 U /D %1iHistoric District: Yes No
Parcel ID: / 7 if X 6 Residential V Commercial
Type of Work: New X Addition Alteration Repair Demo Change of Use Move
Description of Work: NEW RESIDENTIAL PLUMBING
Plan Review Contact Person: 'Title:
Phone: Fax: Email:
Property Owner Information
Name 7C2—Ae J6Z/ >-Y?&,,4 1, '5 &"-L Phone:
Street: Resident of property?
City, State Zip:
Contractor Information
Name NORTHWEST PLUMBING OF ORLANDO Phone: {770) 941-5421 x 2058
Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522
City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562
Architect/Engineer Information
Name: 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 TIME 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 flit dale of application and the code in effect as of that date: Stb Edition (2014) Florida Building Code
Revised: June 30. 2015 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, slate 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 AFFfDAVIT: 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 orOwner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
0• i 9"
Signatureof o !AgenIr .
TONY MAHAFFEY
Print Contractor/Agent's Naie.
QnNmA Tho v
5 gn ryiatureofa -State of Florida Date
L rI
EXPIRES
Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Kao Q5W1 Ci1A
Produced ID Type of ID Produced ID Type of ID = 21, 2020
tSncO`\1
BELOW IS FOR OFFICE USE ONLY
rA
Permits Required: Building Electrical Mechanical Plumbing Gas[:] Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps,
Fire Sprinkler Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Plumbing - # of Fixtures
of Heads Fire Alarm Permit: Yes No
UTILITIES: WASTE WATER:
FIRE: BUILDING:
Revised: June 30. 2015 Permit Applieation
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Yl Appllciltlon No:
1)ocumentC•d C.U(l;tl'nC(1011 \aluc: $ (%T «=
Job Address: TVHistoric District: l'e;
Parcel ID: Res iclentialo'Cotl(mercial
Type of \\'orl:: New 0":\dditiCo_n Alteration
j
Repair Deno Change of lace \love
Description of Work: I ._ )l 1 I 1`J1 1 [_.,1:1; ^I it "IC CPC
Plan [;eview Coi(tilcl Pcr on:
Phone: Fas: Email:
Tirle:
Prope, Ly O'vmear In orni=_lion
Stree., Rcsilent of proper..^ C
I,'. `lme Zip: Contractor
liiforl;,=_:ion ii '
i (',: _`Tt r r _ i i 1•. j t 1'i ; Pita: c•: G•• / i i' ! I j il {
F:1x: , ` % c ~
i ,-1 : C'
ic., Sp: r.rClili3Ci
Ci171ii i Inlorliiation Phoit:•. ray:
1cldre:
s.
t •tl_
NING TO (:1't'\Eh: 1'Ot ;: I - A I L I. . i, F 'I'('( RECC1i:I) A XOTICE OF CO I IENCE ICN•1•>l•tl !'E.,'LT 1•1t
ICI: i h IM!' 10*%'E TENTS TO 1'<I: i; i'i'Ui'!_i:T1'. . X0'1 IC1= OF CO'%UI \C!_\;t''!' i:ECfl:,'!
li=!1 :1'!1 !'OSTI-0 ON THE .1:)`; SITI- CLI•Cli'I: f!-!f_ FI:\'I' I\jl'I:CI IG'. li' l Ol I\'!'I:!1 fl: "f.`•JN I•tCl'C;, CONUI_T V%Tl'il VOL•i; I_l_I)i:F't:)c: a\ :1'I"I(1:\'f:l' l'EFo;-,I- 1'1'\IF.
V1 1:.. .. ...:. ....._. is •. ._::?a {••-. .. __. •.:
is , ti': r. ...: _. ....._.. _... .._ .._ ...-''==.:_ ! .--. _ - 1 I: ii ::')::!
i: C{ il:.l: :. l: {):I i'a is l7C':'L!!i Ia!:;1 11..•:'cl!::Ci lil .' cl, !'i:'!i 7! 1•. !::!.. 1--='..: 'lt .. !i.••I,
i. i'::•i:.I ;; ,
l•t ii: :'. !:: .!:; I>. I :i'.?. :: is:! ::ir C:iil(1 i:iiliii i j. CiC - _ - 1:1 il. .. ...
J:. a•. I:._.'I r:' It l: it Il.. l. _ r .: ,:11:.1 :. :.. .:..: 1 1 i:c I!1 ....CI _. :: f;.. ri, .
fl
X(JTIC E: In nddiiion to the reclukemems of ON p,Tdq ten my L, j diiion:!l reivictions I() I E's Propeny ihm nul hezoundinth-c publi- ruouls 004 "MW OW tau nny he ndduhnni ponuju requited 11am o5ar govunf" en! caddei such nsM3WYMMU1041, Me ageack, or AdeN agmvirs.
cce, ,-_-ncc ofperrnh is veNfickan thal I mAl nxib- we o"no oror wao. Prot requUmnents c0hdda Tht
Ci:,.- o requkes paynan, cra Wn"now Ne m the ne orpanni; subminnL % copy ofole Exec,p,l is require" narderMcakdateaplanrcvk"- (hark and "HI be considand we evEmed constmn,on % Que or to job m the 6me pf Thaactual \21ua vvill he ngui.ed b3sLd on tht CU:T:::11 ICC in criia._-1 at E'n.: linit. In.'a is C(_'7Cance %viih should ca!:-uIz...ei clharg's 51"d CU the :12:ved contan eve"d on am,l wK "
Al be apphied to youT pr& Ems Ken Me pumh 1
u;
toW. OWNER'
S AFFIDAVIT: I cutify that au or the foregoing infonvation h accurate and that XH irork will bedoneinWmPlimwewkhAappkatdeI= reguhling consfructiotogns! zaul, law! &
NY in 5mr Of FKA3 yan OwnevAum
pewonoo. Knon n to 12 0!- ROOM (
FD Va of i D Do:
x
g STEPHANIE
RALLO C
Cammislan 0 FF 175H 7 D
Eom November % 2018 SOMMM&
K7019 MOM.:
Knon n jo N 1, BELOAVIS
FOR OFFICE ONLY PermiN
Reqvh-ed: LJ Mechanical [—j C'
o1-.SE1.L!Cii0n Type: Occupney Lie: Too!
Sq R of EWE: PIUMS&
f :.co ICI
Id zoilic.: or
soda: FA
SpHAN Perin& Ye i H2243 HEI.
C)CCUr,2i1Q' 1.ofiilj: IIDPPIOVAI_
s. UT! L I T I ES. E ,
G!.• DEE P', F.,,'10: COMMENTS-
VASTE %
VATE& C
U N I OW SAL
ENGIPeo!E R ING SOENCES
Con!stlltants chriical' Engineering •Environmental Sciences
Geophysical Services •Construction Materials Testing •Threshold Inspection
Building Inspection • Plan Review • Building Code Administration
3532 Maggie Blvd, Orlando, 32811 • P: 407.423.0504 • F: 407.423.3106
UES Project No: 0110.1401008.0000
Workorder No: 9403897-1
Report Date: 9/12/2018
10--3tS3
In -Place Density Test Report
Client: Taylor Morrison of Florida, Incorporated _
2600 Lake Lucien,.Drive.Suite 350 -',
UES,Technician: Jorge L2 Rodriguez
Maitland, FL 32751 Dote Tested: _09/12/2018
Project: Thornbrooke 40s 8r 50s, SF House Lots
Various Lots, Sanford, Seminole County, FL 32771
Area Tested: Lot 79 ( 479 Rocky Grove Lane)
Material: Fill
Reference Datum: 0 = Top of Fill
Type of Test:
Field: ASTM D-2937 Drive Cylinder Method
Laboratory: ASTM D1557 Modified Proctor
The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density.
Test
No. Location of Test Range
aximum
Density
pcf)
ptimum
Moisture
Field Dry
Density
pcf)
Field
Moisture
Soil
Compaction
Fill
Depth
inch)
Pass
or Fail
1 North Footing ( Proposed) 0-1 ft 108.3 10.7 110.1 12.2 102 N/A Pas:
2 East Footing ( Proposed) 2-3 ft 108.3 10.7 105.8 13.1 98 N/A Pas:
3 South Footing ( Proposed) 2-3 ft 108.3 10.7 107.3 12.6 99 N/A Pas:
4 Southwest Corn )er of Pad 1_2 ft 108.3 10.7 108.8 12.4 100 N/A Pas:
5 NoJrt` hlAe' ' Cornerr— f Pad 2-3 ft 108.3 10.7 110.2 11.6 102 N/A Pas:
Remarks: ,At the•time ofesting footings had not+been excavated. All densities done on pad area and proposed footing area.
Tn nn{n l.l:rl. n m..{..nl nminnl:nn {n I /n:..n.nnl n n/inn{n {l.n O..l.l:n —4 —.rv.nh— n11 m—f. nm n..{.m:Hnd nr ..nnC..rn n{:nl nm—h, -f
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: S
Job Address: Al I, l Historic District: Yes Nog
Parcel ID• ResidentiaQ Commercial L1
Type of Work: New Addition Alteration Repair Demo Change of Use 4 Move
Description of Work:1,54giliQC >,J t'11 t•t IJJe
Plan Review Contact Person: ' W Q j,,,I 1 t Cp,i S _ Title:
Phone: Fax:471 3-385.3 Email: hVG . laldu r,
Name I A,
Street:
City, State Zip: _
Name l-A-V
Street:
City, State Zip: t
Name:
Street:
City, St, Zip:
Property 0*.n' er Information
Phone:
e n Resident of property? :
Conti ad or Information
40 -7 - Pod
tS LO }a Fax- - n6 J 3
art trt State License No.: O
Bonding Company:
Address:
ArchitecUEngineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51s Edition (2014) Florida Building Code
Revised: June 30, 2015 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 requ irements 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.
OWNERIS AFFIDAVIT: I certify that all of the foregoing information is accurate at work will
be done in compliance with all applicable laws regulating construction and
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature_of Notary -State of Florida Date
of Contractor/Agent
P ' t Contractor/A is Name
II
Signaturo of No ry-State of Florida Date
CHERYL D AKERS
MY COMMISSION # FF088962A, EXPIRES June 05, 2020
07)11EOr59 FloriCSNouryService.mm
Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Knowri to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas[-] Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
of Stories:
Plumbing - # of Fixtures,
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
Revised: June 30, 2015 Permit Application
STATEWIDE 1-888-831-2665
Taylor Morrison Homes
2600 Lake Lucien Drive, Suite 350
Maitland, FL 32751
R
w
DEL -AIR State Certification CAC032448
HIEATING • AIR CONORIONIN6
Phone: (321) 397-7250
Revised Date: 12/30/2017
Job Name: 30' Teen Regional
We propose the necessary labor and material to install heating, air conditioning and ventilation for the above job.
Design Criteria:
Worst Case for pricing; lot specific for permitting.
R-30 - Vented Under Attic
R-19 - Vented Knee Wall
R-4.1 - Block Walls
R-13 - Frame Wood, Exterior
R-13 - Frame Wood, Adjacent
Windows - Low E Vinyl Double Pane, U-Value = 0.34 SHGC = 0.27
Water Heater - Natural Gas Tankless 1 gallon, efficiency 0.82
PLAN NAME TONNAGE SEER HSPF
FANS/FAN
LIGHTS
TOTAL CONTRACT
PRICE
tr Alnastasla '': Z0 / 2.0 1,6:0116.00 w 6018.60,, 210 035:00
Boca Grande 3.0 16.00 8.60 410 4,911.00
Captiva 3.0 16.00 8.60 3/1 5,096.00
Marco 3.0 15.00 8.60 2/0 4,679.00
Santa Rosa 3.6 15.00 8.60 4/1 5,769.00
NOTE: PRICING IS VALID FOR 6 MONTHS.
Equipment to be LENNOX 15 SEER HEAT PUMP (14HPX/CBA27UH)
Pricing includes bath duct with standard bath fans, fan -light combos, dryer vent box, dryer venting
through roof, and programmable thermostats (fH6320U1000DAG).
Anastasia and Boca Grande plans only Include dryer wall caps.
For any interior kitchen hood that has a fan greater than 400cfms - add $475.00 for a Broan MD8TU.
For any Interior kitchen hood that has a fan greater than 1,000cfms — add $875.00 for a Broan MD8TU & MD6S.
For any interior kitchen hood that has a fan greater than 1,500cfms — special provisions must be made.
Add $235.00 for increased range vent size if any make up air is necessary.
DEL -AIR MUST BE NOTIFIED OF ANY INTERIOR HOOD THAT IS GREATER THAN 400CFMS BEFORE ROUGH -IN.
Customer Initials
I" "
I %IF.(I 1.1.l ll a+( \11132448
um 33.14 M1
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Application Number . . . . . 18-00003183 Date 10/30/18
Application pin number . . . 087545
Property Address . . . . . . 479 ROCKY GROVE LN
Parcel Number . . 21.19.30.510-0000-0790
Application type description NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name . . . . . .
Property Zoning . . . . . . . PUD
Application valuation . . . . 352461
Application desc
noc on file
Owner Contractor
TAYLOR MORRISON TAYLOR MORRISON
2600 LAKE LUCINE DR
STE 350
MAITLAND FL 32751
407) 489-1475
Structure Information 000 000 ----------------------
Construction Type . . . . . VB
Occupancy Type . . . . . . RESIDENTIAL USE GROUP
Flood Zone . . . . . . . . NONE
Other struct info . . . . . ELEC - # AMPS 200.00
PLUMBING FIXTURES 21.00
NUMBER OF STORIES 2.00
SQUARE FOOTAGE 3247.00
Permit . . . . . . MECHANICAL - NEW RESIDENTIAL
Additional desc . .
Phone Access Code 1085018
Permit pin number 1085018
Sub Contractor DEL AIR HEATING A/C & REFRIGER
Permit Fee . . . . 110.00
Issue Date . . . . 10/30/18 Valuation . . 8491
Expiration Date . . 4/28/19
Qty Unit Charge Per Extension
BASE FEE 110.00
Special Notes and Comments
All projects within the City shall use
WastePro for debris removal. Please
contact WastePro at 407.774.0800.
Normal hours for inspections are from
7:30 through 4:30 Monday through
Thursday. Please be aware you must
contact the Building Official to
schedule a Friday or after hours
inspection. This is required since not
every inspector is licensed to do every
type inspection. Communication is the
key, so please contact the Building
Official if you have any questions at
407.688.5058 or at
dave.aldrichosanfordfl.gov
water impact fee $1343.00
Sewer impact fee $3025.00
Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00
O1-APPLCTN FEE -BUILDING 25.00
O1-APPLCTN FEE -MECHANIC 25.00
O1-APPLCTN FEE -PLUMBING 25.00
O1-BLDG PLAN REVIEW 1284.00
FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.
NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED.
NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED.
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Page 3
Application Number . . . . . 18-00003183 Date 10/30/18
Property Address . . . . . . 479 ROCKY GROVE LN
Parcel Number . . 21.19.30.510-0000-0790
Application description . . . NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name . . . . . .
Property Zoning . . . . . . . PUD
Permit . . . . . . MECHANICAL - NEW RESIDENTIAL
Additional desc . .
Phone Access Code 1085018
Permit pin number 1085018
Required Inspections
Phone Insp
Seq Insp# Code Description Initials Date
10 409 MHO1 MECHANICAL ROUGH IN
1000 410 MH02 MECHANICAL FINAL / /
DESCRIPTION AS FURNISHED: Lot 79, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages
70 thru 71, Public. Records of, SeminoleirCoun{y, Florida.
BOUNDARY FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc,
1v' Sll. tipb
19.
80, 5.
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LOT
78 d' 5.
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CQ
72'
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SPACE/RECREATION N
00°1455" W 40.
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80, LOT
79 15.
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o,
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FOUNDATION TOP
OF FORMS o 23.10' h
h
To
s
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ai
21.
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00' 25.
20' 25.20' 10'
UTIL. ESMT. 6 N
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LO
0 LOT 80 co
a
Q•
ROCKY
GRO VE LAND' 50'
R/W) UT1L. AND ACCESS LUI
9, Out' J." LIVING
1,467 SC.IT7. GARAGE
455 SO FT. ENTRY
71 50 FT. LANAI
139 SO FT. BREEZEWAY =
N/A SO Fr. DRIVEWAY
403 SO.FT. A/
C PAD 18 So. FT. WALKWAY
70 SO.FT. IMPERVIOUS =
54.6 7 2.
623 SO. FT. SOD
2.117 SOFT. R/
W = 440 SO TT. SQpSAPRON110SO.Fr. Q4Lp
PROPOSED = FINISHED SPOT GRADE ELEVATION SIDEWALK = SO.FT. PER
DRAINAGE PLANS BUILDING SETBACKS: S00 = 13 1 SOFT. PROPOSED DRAINAGE
FLOW FRONT 25' LOT GRADING
TYPE B REAR 15 PROPOSED INFORMATION SHOWN AREA = 5,240 SOFT. PROPOSED F.
F. PER PLANS = 23.1' SIDE = 5.0' BASED ON SUPPLIED PLAN DRIVEWAY = 513 SO.Fr. SIDE CORNER =
10' AND/OR INSTRUCTIONS PER SIDEWALK = 270 SO.Fr PROPOSED GRADE
PER CONSTRUCTION PLAN + CLIENT(NOT FIELD VERIFIED) I SOD = 2,308 SOFT. CRUSETNMETYETR-IS'
COTT do ASSOC., INC. - LAND SURVEYORS LEND - LEGM -
5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 PUT P.
DL • POINT W LOX F FIELD
TYP. TYPICAL I.P. •
IRON PIPE PAC. . POINT OF REVERSE CURVATURE NOTES: OF
1.
7HEUNDERSIGNED00ESNETTEDYCFIRIFV7HATTH15SUINEYMELTSTHESTANLIARDSOFPRACTICESETFORD/ BY THE FLORIDA BOARD 8'7UN$gNAL FlDRIM AOyIHLSfINTIV£ COO£ PURSUANT /0 SECTION 472.027, FLORIDA STATUES I.R •
IRON ROD P.C.C. • POINT C0M4'ORED CURVATURE RA0. -RADIAL
SURY[YORS
AND EI.IPPLILS W CUfAITEN 5,1-17 2. UNLESS
ELDOSSED N7TH yIAVLmDR'S SIGNATURE AND 0lBGINAL RAISm SEAL T)LIS SURVEY IIAP OR COPIES ARE NOT VAVD. Cfl. • CWCRETEMDNWCHTSET ]UC -
1/2' IUC ./OLT 4596 N.R. • NOTI-RA]AL J. I1I15 SURVEY NLIS PREPARID FROM TTRf INfORWT10N FURNISHED TO THE SVIMTOR. THERE WY BE OTHER RES'TIULOONS REC. RECOVER[
D Vl. - VITNESS POINT PDJL - POINT !
f BEGINNING CALL CALCULATED FASEA/ENTS
TN,AT, CT T116 ppppQTry, 4, NO
UNDERGROUND IyPROVQ/DD5 UGYF BEEN LOCATED UNLE75 OMERWISE SHOWN. PD.C. .
POINT CIMNENCCM2NT PJW - PERHAMENT REFERENCE NDNUENT POINT OFNE
FINISHED FLOOR ELEVATION 5. iHIS SURVEY IS PREPARED FOR THE SOLE BFNLT7I OF TNOOC CEITMED TD AND SNOIRD NOF BE RELIED UPON BY ANY OTHER ENTITY. FF. RS.L • BUILDING SETBACK LINE D, OIyEN510N5 SHOWN FOR iXE LOCAOON OF IYPROYEILENTS HEREON SFgIAD NOi EIF USED ro RCCONSDLUCT BOUN6IRY ONES. XaD NAILaDISKR/v •
RIGHT--WAY Rx • BENCHKARK 7. BEARINGS, ARE EIASED ASSUyfD LUTVy AND ON THE LINE SHOWN AS RISE fiFARWC (B.E.1 ESNT. =CASEMENT
LL 'BASE REARING ELEVATIONS IF SHOWN, ARC EASm ON I/ATIONAL CCOD£T1C OAN4 OF iD27. UNLESS OTHFRWSE NOTED. , DRAM. DRAINAGE
UTIL: • UTILITY
D. CERTIFICATE OF AVTNORWTION Na 459E. CLFC. • CHAIN
LINK FENCE VDFC. VOOD
FENCE CONCRETE BLOCK
SCALE H•--
1- 20 DRAWN BY: • ' C/B
P.C. • POINT OF CURVATURE DATE ORDER _ .. POINTTANGENCY CERTIFIED
BY., D..T. • itRAOUS PLOT
PLAN 07-16-2018 4636-18 L • ARCD£
LTA LENGTH FORMBOARDFOUNDATION/ELEVS. 00-00-00 6439-18 C - CHORD
C.} - CHORD
REARING NORTH THIS BUILDINC/
PROPERTY DOES. NOT LIE WITHIN I GRUSEMN
THE
ESTABLISHED100YEARFLOOD,PLANE AS PER 'FIRM- LS .L4801 4714 ZONE •X•
MAP JI 12117C 0055 F. JAMS W.
Whin
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING
CONSTRUCTION
Envelope Leakage Test Report
Prescriptive and Performance Method
Project Name: -T+I k 7 9
Street: y79 tDncky rove Lne—
City, State, Zip: FL 3 Z-77 t
Design Location: _%d(' rao1Ce
Envelope Leakage Test Results
Single Point Test Data:
HOUSE PRESSURE: 1 0 FLOW:
Leakage Characteristics
CFM (50):
ACH(50):
Z3ab
5ly
Builder Name: T6LJ for (' l0 ('rr5un
Permit Office:
Permit Number: 1$ - I B 3
Jurisdiction:
Pass Fail
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air
changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50
Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals
licensed as set forth in Section 489.105(3)(% (g), or (i) or an approved third party. A written report of the results of the test shall be
signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all
penetrations of the building thermal envelope.
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other
infiltration control measures;
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended
infiltration control measures;
3. Interior doors, if installed at the time of the test, shall be open;
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed;
5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and
6. Supply and return registers, if installed at the time of the test, shall be fully open
I hereby certify that the above envelope leakage
performance results demonstrate compliance with
Florida Energy Code requirements in accordance with
section R402.4.1.
SIGNATURE:
p( rj GII
PRINTED NAME: Ibber't l f lr4.Tr X-7_709U
DATE: z 1 6' Iq
Where required by the code official, testing shall be
conducted by an approved third -party. A written report of
the test results shall be signed by the third party
conducting the test and provided to the code official.
BUILDING OFFICIAL:
DATE:
Testing was conducted in accordance with ANSI/RESNET/ICC 380 to meet the 2017 residential energy code.
Florida Building Code Duct Leakage Results
Builder: 4
Neighborhood: Tor 4radKe. Lot#: 9
Address: 6 reve
City: &mQd
J
State: R_ Permit #
Square Footage: Z Sk
18- 3 19,3
Stage of Construction for Test
Rough in with Air Handler FiRough in no Air Handler Post Construction
Duct Leakage Test Results:
Duct Leakage percent requirement: %
System CFM25
Square
Footage
Duct Leakage
CFM/100s ft.
Location Pass or Fail
1 q6.q 618
2 qz' 01(0
3
a 3.y
5
Pass Fail
Rating Company: SkveTec® Inspection Date: Z / 9
Rater Name: l 1'1 c G(-C-4 77U9U
Rater Signature: ---
C% 9
The Energy Code Experts
9570 Regency Square Blvd. Suite 410 Jacksonville, FL 32225
Phone: 904.482.4000 1 1.866. SKYETEC
mvvv.SkyeTec.corn
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SkyeTec°
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