HomeMy WebLinkAbout906 Bay Ave 18-4580 New construction SFH (3)DIVISIONm
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NOV 1 0 2018PERMIT APPLICATION
5ApplicationNo• '' a
Documented Construction Value: $
fob Address: 97D6 4ti 4e 41,rrXi 3.2.;7-71 Historic District:Yes DNo[ Parcel
ID: Residential KrCommercial Type
of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description
of Work: 6u elaDi Goyrs7y /6 Ian
Review Contact Person: hone:
G 07 %7 `` Fax: Title:
Email: /
ect/Gar v /c 9y g, CV Property
Owner Information Same ,
7
Phone:
O , q g6 g Xreet: ,
e2 / :(-e44 Resident of property?: u.
Y oGI' 1 3 7 / ity, State Zip: d 5 - • JQ;kz, 4 o dV I-Iw., lContractor
Information - lame
Ark reztir, (GuLtb-- i. S.,o
Phone:
street: Wf /`
t % a— ` C'd ` Co lS f ` / C amity, State
Zip: Ca &441 \ P(-- 32 7 7 % State License No.: G6 G/ sy 73 3 Architect/Engineer
Information Zame: VdSc°'
0' y f ' Phone: 3 ' ' '1-7o U itreet: _ Y._
d 'a? 0 2 Fax: r ity,
St,
Zip: 17 !' ' E-mail: lili%1eY2 /wee 3onding Company:
Wren: Mortgage
Lender:
Address: MMARNING
TO
OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING MICE FOR
IMPROVEMENTS -TO YOUR -PROPERTY. A NOTICE -OF COMMENCEMENT'MUST BE -RECORDED AND OSTED ON
THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT KITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT kpplication is
heieby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior o 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 hat a
separate permit must be secured for electrical work, plumbing, signs, wells, pools, fisrnaces, boilers, heaters, tanks, and air conditioners, Ac.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that maybe 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 ivill be considered the estimated construction value of the job ofdie time of submittal T e actu 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.
Signatuie of Owner/Agent , Date
Owner/Agent's
Signature of Contractor/Agent Date
lV ari'll— Pa f`rGyL
Print Contractor/Agent's Name
ANNETTE BLAND
Notary Public - State of Florida .
YP;- ;
ANNEX - BLAND
bli Notary Public -State of Florida
Commission # GG 060623 =' •
Commission # GG 060623
My jpmm. Ex les_,12n 16. 2018 :N
arson o ., We or Con cf' p Ilt49 Comm-Whi jf01 to
Me or 77
e
of ID Prod c , e BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building [Electrical KMedhanical KPIumbing 0- Gas Roof Construction
Type: N% P> Occupancy Use: TVS Flood Zone: Total
Sq Ft of Bldg: a`4 S 7 . Min. Occupancy Load: of Stories: 1 New
Construction: Electric - # of Amps Plumbing - # of Fixtures Fire
Sprinkler Permit: Yes ONO SL-
l APPROVALS:
ZONING: ENGINEERING:
of
Heads Fire Alarm Permit: Yes No UTILITIES:
FIRE:.
WASTEWATER-
BUILDING-
e.r6 -11- I?
City of Sanford
Planning and Development Services
Engineering — Floodplain Management
Flood Zone Determination Request Form
Name Mark Patrick Frim Countywide Construction
Address 2135 Judith Place
City:
Phone
Longwood
407-947-0905 Fax:
Property Address: 906 Bay Avenue
Property Owner: JK Persaud, LLC
Parcel Identification Number:
Phone: 407-929-2869
State FL Zip Code: 32779
Email: countconst@icloud.com
25-19-30-5Ag-110G-0020
Fax: Email: Raj.jaikaran2014@gmail.com
The reason for the flood plain determination is:
X New Structure 1-1 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 4076)
OFFICIAL USE ONLY
Flood Zone X Base Flood Elevation N/A Datum N/A
FIRM Panel Number 120294 0070F
The referenced Flood Insurance Rate Map indicates the following:
The Parcel is in the Floodplain
A portion of the Parcel is in the Floodplain
X The Parcel is not in the X Floodplain
The Structure is in the Floodplain
The Structure is not in the Floodplain
Map Date September 28, 2007
Floodway
Floodway
Floodway
Floodway
Floodway
If the subject property is determined to be flood zone 'A', the best available information used to determine
the base flood elevation is:
BP# 18-4580
Reviewed by: /fahe-lCaA Cf/f'i- Michael Cash, CFM Date: 11/27/2018
T:\Engr-Files\Elevation Certificate\B\Bay Ave\906-FZD
Application for Paved Driveway, Sidewalk or
Walkway Including Right -of -Way Use &
Landscaping in Right -of -Way
Department of Planning & Development Services
300 North Park Avenue, Sanford, Florida 32771
Phone:407.688.5140 Fax:407.688.5141
This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the
City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or
sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a
driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other
jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Know what's below.
size and location of the existing right-of-way and use shall be provided or application could be delayed. Call before you dig.
1. Project Location/Address: /V V 47 "- - %L-yf-h4ZVr4C-' 2.
Proposed Activity: 94-15-riveway r] Walkway 3.
Schedule of Work: Start Date Al- / // Completion Date 4.
Brief Description of Work: Other:
77/
Emergency
Repairs This
application is submitte by: ProperlyOwne
Signature:
Print Name: Address:
e
Phone:
4
0)
V17 nagFax: Email: Date: 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 pernittee shall remove,
relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not
continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition,
the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor'
s property to recover costs of restoration. To
the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (
appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect
or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense,
settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected
with the use of the City's right-of-way. I
have Pre -
pour Inspection by: understand
the above statement and by signing this application I agree to its terms. Date: / /
This
permit shall be posted on the site during construction. Please
call 407.688.6080 24 hours in advance to schedule a pre -pour inspection. Date:
Official
Use Only Application
No: Fee: Date: Reviewed:
Public
Works Date: Utilities
Date: Approved:
Engineering
Date: Site
Inspected by: Date: Special
Permit Conditions: November
2015 ROW Use Driveway.pdf
SCPA Parcel View: 25-19-30-5AG-110G-0020 Page 1 of 2
Property Record Card
P P Parcel: 25-19-30-5AG-110G-0020
senQaoLE caunrrr, a.oRaa Property Address: 906 BAY AVE SANFORD, FL 32771-2214
Parcel Information i
Parcel 25-19-30-5AG-110G-0020
Owner(s) UK PERSAUD LLC
Property Address 906 BAY AVE SANFORD, FL 32771-2214
Mailing 2135 JUDITH PL LONGWOOD, FL 32779-7012
Subdivision Name SANFORD TOWN OF
Tax District S1-SANFORD
DOR Use Code 01-SINGLE FAMILY
Exemptions
Legal Description
LOT 2 BLK 11 TR G
TOWN OF SANFORD
PB 1 PG 115
Taxes
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 17,990033 0 17,903
17,903
17,903
17.903
Schools ------------ ------^------ $17,903
City Sanford-------"-------"------"- $17,903
SJWM(Saint Johns Water Management) ------ - --- - - " " -" --"- $17,903
I - -- - $0
0
0
County Bonds 17,903 0 17,903
Sales
Description Date Book Page Amount Qualified Vac/Imp
WARRANTY DEED 4/1/2018 09109 1803 j $10,400 No Improved
QUIT CLAIM DEED 3/1/2011 07546
1 ----
1448 $100 No Improved
QUIT CLAIM DEED 3/1/2011 07546 100 No Improved
QUIT CLAIM DEED 7/1/2002
I}-1446
04- 4 1577 $100 No Improved
Find Comparable Sales
Land
Method Frontage Depth Units Units Price Land Value
FRONT FOOT & DEPTH I 50.00 1 117.00 ( 0 1 $190.00 I $8,455
Building Information
Description
Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value AppendagesAclual/Effective
1 1945 3 1 3 1.0 I 858 : 968 1 858 $9,448 $23,62011IIi
Description Area
http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=2519305AGI 10GO020 11/20/2018
PLOT PLAN
Legal Description:
LOT 2, BLOCK 11, TIER G, E. R. TRAFFORD'S MAP OF THE TOWN OF SANFORD,
ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 115, OF THE
PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
Flood Information:
BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO
BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007.
CERTIFIED TO:
JK PERSAUD, LLC
50' Right -of -Way)
Ninth Street
Asphalt Road) Fnd. P.K. Nail
I
i U)
O
CD
South Right of Way Line of Ninth Street I
co
F_T M I
00 0
P P
Lot 6
I
1
I
Lot 1
Adjacent Residence
l 0 0
Block 11 y
Block 11 FFE=31.40' o
l -::
6
I
Tier G
Tier G O II
Q
Fnd. 3/4" IP
I m
N 90o00'00" E 116.64'.(NF) '•: :: ::: I Set 1/2" Rebar I o .
Building Line "LB
Cap "# 3764" Cap 7623'
25.0'
1 v
I CD
o CD
8'(P) IVVIVIcD
L
I ".
I
00OO23.1' 22.0 1
71.5":.'.':.'::.'.':.'.'.'.'.'.'.':.'.'::.':.' COoW
Lot 7
N Proposed :' W rn
Block 11
w'.'.'.'.':.'.':.':...':.'.':.'.':.'.'.'.'::.':.'.'.'.'.':.'.':.'.'::.'.':.'.':.'.'.'.' o o .:.'Concrete :`...
Driveway , t,.` .4=:.. :,. Proposed One Story . 10 z ...... P ry :::::......'.
rn
Tier G cn m z35' Residence # 906
1 ::.: :
7.a' 3 220cn 1 v
I
CD o O
LOT 2 0 0................................... '.':W Proposed O IDO 7.
4" w Concrete L. I O O
I
il o
w
Block
11 v.::.':..:':.::..:.:::'':'::'::::::::: ao Sidewalk fV 1 Q 46:5:::.::::::: G CD Iv
Tier
G 22.0' i I
Lk <
1Jt I
v
m
4C i
5'
Chainlink Fence J
11 CQ
to
Set
1/2" Rebar LB
N
89o57'23" W 117.06' (M) `' o Fnd. nd CM Identification)
p
I & Cap 7623" 117.00' (P)—:^ •T 0 0'(No
11
Lot
8 1 m Building
Line.: I I Lot
3 Block
11 I `
Block
11 Tier
G Tier G Adjacent Residence FFE=
30.44' i
906
BAY AVENUE, SANFORD, FLORIDA 32771 Field
Date:11/12/2018 Date Completed: 11/1211E Drawn
By: T.K. File Number: IS-47239 PP Legend-
C
Calculated PC - Point of Curvature q
Centerline Pg. - Page CB
Concrete Block PI - Point of Intersection CM
Concrete Monument P.O.B. - Point of Beginning Con,;.
Concrete P.O.L. - Point on Line D
Description PP - Power Pole DE
Drainage Easement PRIM - Permanent Reference Esmt.
Easement Monument F.
E.M.A. - Federal Emergency PT - Point of Tangency Management
Agency R - Radius FFE
Finished Floor Elevation Red. - Radial Fnd.
Found R&C - Reber & Cap IP
Iron Ripe Rec. - Recovered L
Length (Arc) Rfd. - Roofed M
Measured Set - Set %" Reber & N&
D Nail & Disk Reber Cap "LB 7623" N.
R Non -Radial Typ. - Typical ORB
Official Records Book UE - Utility Easement P
Plat WM - Water Meter P.
B. Plat Book A - Delta (Central Angle) Q
Wood Fence 0- - Chain Link Fence U. &
S. E. - Utility & Sidewalk Easement NOTES-
Survey
is Based upon the Legal Description Supplied by Client. Abutting
Properties Deeds have NOT been Researched for Gaps, Overlaps and/or Hiatus. Subject
to any Easements and/or Restrictions of Record. Bearing
basis shown hereon, is Assumed and Based upon the Line Denoted with a'813 Building
Ties are NOT to be used to reconstruct Property Lines. Fence
Ownership is NOT determined. Roof
Overhangs, Underground Utilities and/or Footers have NOT been located UNLESS otherwise
noted. Septic
Tanks and/or Drainfield locations are approximate and MUST be verified by appropriate
Utility Location Companies. Use
of This Survey for Purposes other than Intended, Without Written Verification, Will be at
the User's Sole Risk and Without Liability to the Surveyor. Nothing Hereon shall be Construed
to give ANY Rights or Benefits to Anyone Other than those Certified. POINTS
OF INTEREST - NONE
VISIBLE T
It
A A
r
Graphic
Scale 15'
1 60' Scale:
1 "=30' I
hereby Certify that this Boundary Survey of the above Described Property Is True
and Correct to the Best of my Knowledge and Belief as recently Surveyed under
my Direction on the Date Shown, Based on Information furnished to Me as
Noted and Conforms to the Standard of Practice for Land Surveying
in the State of Florida in accordance with Chapter 5J-17.052 Florida Administrative
Codes, Pursuant to tton 472 27 Florida Statutes. Cfc
aKyyl( Nab
r FOR
sTA
THE FIRMPatrick
K. Irelan q' coaroP 6637 LB 7623 This
Survey is intend MLYfpa use of Said Ce tified Parties. This
Survev NOT VALID UNL and Embossed with Survevo s Seal. Ireland &
Associates Surveying, Inc, 1301
S. International Parkway Suite 2001 Lake
Mary, Florida 32746 www.
irelandsurveying.com Office-
407.678.3366 Fax-407.320.8165 4
Detail by Entity Name Page 2 of 2
Detail by Entity Name
Florida Limited Liability Company
JK PERSAUD, LLC
Filing Information
Document Number L17000131023
FEI/EIN Number 82-1916681
Date Filed 06/15/2017
State FL
Status ACTIVE
Principal Address
2135 JUDITH PLACE
LONGWOOD, FL 32779
Mailing Address
2135 JUDITH PLACE
LONGWOOD, FL 32779
Registered Aqent Name & Address
JAIKARAN, KHEMRAJ
2135 JUDITH PLACE
LONGWOOD. FL 32779
Authorized Person(s) Detail
Name & Address
Title MGR
JAIKARAN, KHEMRAJ
2135 JUDITH PLACE
LONGWOOD, FL 32779
Title MGR
JAIKARAN, IRENE
2135 JUDITH PLACE
LONGWOOD, FL 32779
Annual Reports
Report Year Filed Date
2018 01/16/2018
Document Images
01/16/2018 -- ANNUAL REPORT I View image in PDF format
06115/2017 -- Florida Limited Liability View image in PDF format Florida Department
of State, Division of CorPOlapon5 http://search.
sunbiz.org/Inquiry/CorporationSearchISearchResultDetail?inquirytype=Entit... 11 /20/2018
CITY OF ! I
j E V L 2W PPLICATIONSjkjqF0RDPERMITA
BUILDING DIVISION
Application No:
Documented Construction Value: $
fob Address: _ D ti Hisionc District: Yes No[
Parcel ID: Residential KrCommercial
Type of Work: New M Addition Alteration Repair Demo Change of lase Move
Description of Work: leech 6u e/a0i Goers G c i6
Ian Review Contact Person:
hone: 6/2-2 9e17 o9oS pax:
Title: Dna y
Email:/ l lGaravl ae/d o,
Property Owner information
Same Phone:
treet: _P/ 3 c/i 1 f Resident of property? :
amity, State Zip: '/_'dK5aV05( 166 3.,)- 7 7 .
a- • a /kara N do I,( i9gW4, •
gark
Contractor Information -
lame Pa tlrt ((OLJY Ll- iJ) A .p Phone:y 7 j 7 - b ; O S—
treet: 11 / d F : ---- C'o k. C L S f / v t . c..
amity, State Zip: _ .44/- 3 2 7 7 1 State License No.
Architect/Engineer Information
Name: _ V4: 40X ' /y '
Phone: 3V -/-70 0
treet: d' X o29D Fax:
ity, St, Zip: D y4u 1 a la-I &mail: A rl2ii2 ,ee
3onding Company:
Wdress:
Mortgage bender: /'
v
Address:
IflARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
MICE FOR IMPROVEMENTS -TO YOUR PROPERTY. A NOTICE -OF COMMENCEMENTWUST BE -RECORDED AND
OSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
KITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT
1pplication is heieby made to obtain a permit to do the workand installations is indicated. I certify that no work or installation has commenced prior
o 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
hat a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners,
Ac.
o4 Te t •
b„
BUILDING DIVISION
4FS 19
NOV 2 0 2018 PERMIT APPLICATION
J ' k
5ApplicationNo: 1 8 ` 9 a
Documented Construction Value: $
Job Address: '%W 4c, Ae fD " A i' 0-2-7-7/ Historic Districts Yes No1X
Parcel ID: Residential Mommercial
Type of Work: New [A Addition Alteration Repair Demo Change of Use Move
Description of Work: AlaeJ 4:el /i1w Goyrs G G/6
Plan Review Contact Person: _ _lG
Phone: 6/' a? 9e17 e 9 ! - Fax:
Name
Title:
Email: ' e<1Garavf a0/L/e!5*aj. / cell
Property Owner Information
Phone:
Street: a /;_ c Y-o 'L G Resident of property?
City, State Zip: dK JO 3,-2 7 g .
a. - Ja a czra H de,i'
Contractor Information
Name Il/G 1 I' fit - OU Y I It c.-4_P phone•
Street: `TW G c Ali 'pax., CO LA-4-rCo LS _t a` / v ,AJ. C.0.-r
City, State Zip: a vt c7ro ` -3 2 7 7 % State License No.:
Architect/Engineer Information
Name: 1J45G
y
i` ' Phone: 3` ' .1-70 U
Street: Yd ' ' pX -;29l Fax: r
City,
St, Zip: , D/ !' 1 al &mail: AllBy2 GG / uQ. Bonding
Company: Address:
Mortgage
Lender: /ily 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
heieby made to obtain a permit to do the workand 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 45.3 Shall be inscribed with the date of application and the code in effect as of that date: 601 Edition (2017) Florida Building Code
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that maybe 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. ThEietual coristruction 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.
i7/;Oa
Signa ure of Owner/Agent Date
Ya VGki CGL1-a
Rxin t Omer/Agent's Name
Signature of Contractor/Agent Date
Print Contractor/Agent's Name
1d
ANNETTE BLAND O4 PaV P(e ii ANNETTE BLAND
Notary Public - State of Florida ; _ • • ° Notary Public State of Florida
Commission # GG 060623 ' r • Commission # GG 060623
M mm. Ex es n 16, 2016
y ersonV Kno IVIe or Con ct9 p At49 Comm.Mb&Aft 10p to Me or
ype o ID Prod c e
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: . Min. Occupancy Load:
Flood Zone:
of Stories•
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: UTILITIES: IES (L I .l _d (_YWASTE WATER:
ENGINEERING: FIRE: BUILDING:
COMMENTS:
Fnd. 3/4" I P
Q) j & Cap "# 3764"
Wm
WM
PFFH 2q.1,
ROP ELEVz
j O
N
Lot 7 i o
Block 11
9'
Tier G ' o cn LOT 2o
i o o Block 11
i^ Tier G
0
FFH 29.1,
PROP ELEV
I
i
I i
i
i
i Set 1/2" Rebar
i
Cap "LB 7623"
I
SITE PLAN
N 90"00'00" E 116.64' (M) set 1/2" Rebar (b- o
Building Line ; & Cap "LB 7623
o- (D !. .
RUN OFF FFH 29.1I 1btx ' + 71.
5' PATTERN
PROP ELEVO I i BM O ' / #
1 00
PROP05ED FINISHED N Proposed
I ^ O) W
FL001211EIGHC ... Gj O (Ji : CO I _
ncrete' .,:
p (b uDi q'.. ....... 30.6'........ . .............moo .i DrivewayABOVEGROWNOFROADMIN) (! I'
I°H 9. Proposed One Sto 7.4' : ....:3. ;\ < 29pry <,..I 0 PROP
FFH i
Proposed O i o O o XRe.siden.ce.#.90.6... ! I
y
j
a7.4Sidewalk
co. . .o -
O (D Qa ............... 46.5 .......... 14 v
J -
I f-
1 QS < y.
K
l
RUN OFF -i CD FFH 29.1' v PATTERN
PROP ELEV I WPP I :< <l ... lb„ 5'
Chainlink Fence BM<
N
89057'23" W 117.06' (M) 28 5', Fnd. RoUtr4 Cm #2 j L117.00'
I(No Identification) RIIiIrlinn I n..
I NOT TO SCALE
SEE SURVEY FOR
DIMENSIONS GRADE PLAN NOT
TO SCALE
SEE SURVEY FOR
DIMENSIONS EXISTING GRADE OEM
PROPOSED FILL
COUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100009 DATE: November 26, 2018
BUILDING APPLICATION #: 18-1000.0915
BUILDING PERMIT NUMBER: 18-10000915
UNIT ADDRESS: BAY AVE 906 25-19-30-5AG-110G-0020
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:.
ADDRESS:
APPLICANT NAME: JK PERSAUD LLC
ADDRESS: 2135 JUDITH PLACE LONGWOOD FL 32779
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 906 BAY AVE // SFR PREVIOUS HOUSE ON
PARCEL DEMO MAY 2018
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
ROADS-ARTERIALS N/A
Single Family Housing
ROADS -COLLECTORS
705.00 1.000 dwl unit 705.00
N/A
Single Family Housing 00 1.000 dwl unit 00
FIRE RESCUE N/A
00
LIBRARY N/A
Family Housing 54.00 1.000 dwl unit 54.00SCSinZle
Single Family Housing 9,000.00 1.000 dwl unit 9,000.00
PARKS N/A
00
LAW ENFORCE N/A
00
DRAINAGE N/A
00
CREDIT FEES:
SCI LIBRARY R
Singgle Family Housing 54.00 1.000 dwl unit 54.00-
SCI SCHOOLS R
Single Family Housing
SCI
9,000.00 1.000 dwl unit 9,000.00-
ROAD ARTERIALS R
Single Family Housing 705.00 1.000 dwl unit 705.00-
AMOUNT DUE 00
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE
SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF :THE APPLICANT, OR OWNER,
TO. APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR
DAYS OF THE DATE ABOVE, BUT NO LATER THAN
CERTIFICATE.OF OCCUPANCY. OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES. GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY. OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, EL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT.
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT
ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE
RECORD COPY
This document ha; been electronicaly signed
N' and sealed using a Digital signature. Printed
copies without an original signature rnust be
Xps1 D O 1,/ ,/veritied using the 'ginal electronic version. No
70773 * AN IitS'CO:.t:Ard 0-
278 05/
07/2019 r
Ce STATE
OF W O
N AL Alpine,
an ITW Company 6750
Forum Drive, Suite 305 Orlando,
FL 32821 Phone:(
800)755-6001 www.
alpineitw.com Site
Information: Pa a 1: Customer:
Accu-S an Truss Company Job Number: 23891 Job
Description: /JK Persaud, LLC -JK Persaud LLC Address:
906 Bay Ave. , SANFORD, FL Job
Engineering Criteria: Design
Code: FBC2017RES View Version: 17.02.01.1114.20 JRef #:
1 WKV4080002 Wind
Standard: ASCE7_10 Roof Load (pdo: 20.00- 7.00- 0.00-10.00 Wind
Speed (mph): 140.000000 Floor Load s : None This
package contains general notes pages, 26 truss drawing(s) and 1 detail(s). Seal #
Truss 1
127.19.1315.54770 A01 3
127.19.1316.02223 A02 5
127.19.1316.05897 A03 7
127.19.1316.11420 A04 9
127.19.1316.15527 A05 11
127.19.1316.22117 A06 13
127.19.1316.30003 A07 15
127.19.1316.35520 CJ1A 17
127.19.1316.38850 CJ3 19
127.19.1316.44997 CJ3B 21
127.19.1316.47980 EJ1 23
127.19.1316.53697 ER 25
127.19.1316.56870 HJ5 Item
Seal:# ' - Truss 2
127.19.1315.57843 A01 A 4
127.19.1316.04143 A02A 6
127.19.1316.08137 A03A 8
127.19.1316.13440 A04A 10
127.19 . 1316.20100 A05A 12
127.19.1316.24410 A06A 14
127.19.1316.32430 CJ1 16
127.19.1316.37110 CJ1 B 18
127.19.1316.42987 CJ3A 20
127.19.1316.46473 CJ5 22
127.19.1316.51063 EJ5 24
127.19.1316.55210 HJ1 26
127.19.1317.00520 HJ7 Florida
Certificate of Product Approval #FL1999 Printed 5/7/2019 2:18:20 PM
General Notes
Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities:
The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1,
Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate
Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design
Specification for Wood Construction by AF&PA. The truss component designs are based on the specified loading and
dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to
independently verify the accuracy or completeness of the information provided by others and may rely on that information
without liability. The responsibility for verification of that information remains with others neither employed nor controlled
by the Truss Design Engineer. The Truss Design Engineer's seal and signature on the attached drawings, or cover page
listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component
designs and not for the technical information furnished by others which technical information and consequences thereof
remain their sole responsibility.
The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in
accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and
loads for each truss component match those required by the plans and by the actual use of the individual component, and
for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any
additional factors required in the particular application. Truss components using metal connector plates with integral teeth
shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to
exceed 19% and/or cause corrosion of connector plates and other metal fasteners.
The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set
forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss
component design loads, inspection of the truss components before or after installation, the design of temporary or
permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear
walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the
foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports,
installation of the truss components, observation of the truss component installation process, review of truss assembly
procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in
the installation of the truss components and/or its connections.
This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic
file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request.
Temporary Lateral Restraint and Bracing:
Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2,
B7 and/or B10 (Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or
other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these
drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to
and may not be relied upon for the temporary stability of the truss components during their installation.
Permanent Lateral Restraint and Bracing:
The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of
the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of
BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional.
These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building
stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building
Designer.
Connector Plate Information:
Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations,
gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60.
Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at
www.icc-es.org.
Page 1 of 2
General Notes (continued)
Key to Terms:
Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed
information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be
found in calculation sheets available upon written request.
BCDL = Bottom Chord standard design Dead Load in pounds per square foot.
BCLL = Bottom Chord standard design Live Load in pounds per square foot.
Des Ld = total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot.
HORZ(LL) = maximum Horizontal panel point deflection due to Live Load, in inches.
HORZ(TL) = maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep
adjustment.
HPL = additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds.
L/# = user specified divisor for limiting span/deflection ratio for evaluation of actual L/defl value.
L/defl = ratio of Length between bearings, in inches, divided by the immediate vertical Deflection, in inches, at the
referenced panel point. Reported as 999 if greater than or equal to 999.
Loc = Location, starting location of left end of bearing or panel point (joint) location of deflection.
Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases.
Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases.
Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases.
NCBCLL = Non -Concurrent Bottom Chord design Live Load in pounds per square foot.
PL = additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds.
PLB = additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds
PLT = additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds.
PP = Panel Point.
R = maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc).
R = maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc).
Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the
indicated location (Loc).
RL = maximum horizontal design Reaction in either direction, in pounds, from all specified non -gravity (wind or seismic)
load cases, at the indicated location (Loc).
Rw = maximum downward design Reaction, in pounds, from all specified non -gravity (wind or seismic) load cases, at the
identified location (Loc).
TCDL = Top Chord standard design Dead Load in pounds per square foot.
TCLL = Top Chord standard design Live Load in pounds per square foot.
U = maximum Upward design reaction, in pounds, from all specified non -gravity (wind or seismic) load cases, at the
indicated location (Loc).
VERT(CL) = maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in
inches.
VERT(LL) = maximum Vertical panel point deflection in inches due to Live Load.
VERT(TL) = maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment.
W = Width of non -hanger bearing, in inches.
Refer to ASCE-7 for Wind and Seismic abbreviations.
Uppercase Acronyms not explained above are as defined in TPI 1
References:
1. AF&PA: American Forest & Paper Association, 1111 191h Street, NW, Suite 800, Washington, DC 20036;
www.afandpa.org.
2. ICC: International Code Council; www.iccsafe.oro.
3. Alpine, a division of ITW Building Components Group Inc.: 13723 Riverport Drive, Suite 200, Maryland Heights, MO
63043; www.alpineitw.com.
4. TPI: Truss Plate Institute, 218 North Lee Street, Suite 312, Alexandria, VA 22314; www.tpinst.org.
5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719; www.sbcindustry.co
Page 2 of 2
SEON: 177717 COMN Ply: 1 Job Number: 23891 Cust: R408 JRef:1WKV4080002 T6
FROM: JTL Oly: 19 /JK Persaud, LLC -JK Persaud LLC DrwNo: 127.19.1315.54770
Truss Label: A01 JB / FV 05/07/2019
6'1"3 1 11'6"3 17'
6'1"3 5'S" 5'5"13
5X6
E
34'
22'5"13 1 27'l0"13 , 34'
5'5"13 5'5- T 6'1"3
2, i
8'9"14 8'2"2 8'2"2 8'9"14
8'9"14 17' 25'2" 2 34'
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 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity
TCDL: 7.00 Speed: 140 mph Pf: NA Ce: NA VERT(LL): 0.154 K 999 240 Loc R+ / R- I Rh / Rw / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.282 K 999 180 B 1397 /- /- 1786 /157 /241
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.056 J - - H 1397 /- /- /786 /157 /-
EXP: C Kzt: NA HORZ(TL 0.104 J Wind reactions based on MWFRS
g
Des Ld: 37.00 Mean Height: 15.00 ft )
NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 7.6 Min Req = 1.5
TCDL: 4.2 psf H Br Width = 7.6 Min Re 1.5Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.387 9 q=
P Bearings B & H are a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.856
Bearings B & H require a seat plate.
Spacing: 24.0 " C&C Dist a: 3.40 ft Rep Fac: Yes Max Web CSI: 0.616
Members not listed have forces less than 375#
Loc. from endwall: not in 9.00 ft FT/RT:0(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1114.20
Lumber
B - C 891 - 2639 E - F 679 - 1700
C - D 841 - 2400 F - G 841 - 2400
Top chord 2x4 SP #2 Dense D - E 679 - 1700 G - H 890 - 2639
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Wind Chords Tens.Comp. Chords Tens. Comp.
Wind loads based on MWFRS with additional C&C B - L 2380 -698 K - J 1966 - 567
member design. L - K 1966 -536 J - H 2380 -734
Additional Notes
Refer to General Notes for additional information Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
L - D 463 - 98 K - F 276 - 600
D - K 276 - 600 F - J 463 - 98
E - K 960 - 326
t P'N00
1 No 70773
Ce=
STATE OF ; LU
SSFL O R 10
N AL
0-278
05/07/2019
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) r 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 chord shall have a propperly attached
rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, as
applicable. Apply plates to each face of truss and position as shown above and on the Joinf9Details, unless noted otherwise. Refer to ALPINE
drawings160A-Z for standard plate positions. Alpine,
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the wco , truss
in conformance with ANSI/TPI Pl1, or for handling, shipping, installation and bracing of.trussesA seal on this drawi g or cover page .. 675o Forum Drive listing
this drawing, indicates acceptance of ppro essiona engineering responsibility solely for the design shown. The sui ability Suite For
and
use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.305 For
more information see this job's general notes page and these web sites: ALPINE: w .alpineitw.com; TPI: w .tpinst.org; SBCA: w .sbcindustry.com; ICC: w Accsafe.org Orlando FL, 32821
SEQN. 177721 HIPS Ply: 1 Job Number: 23891 Cust: R408 JRef:1WKV4080002 T12
FROM: JTL Qty: 1 /JK Persaud, LLC -JK Persaud LLC DnwNo: 127.19.1315.57843
Truss Label: A01A JB / FV 05/07/2019
5'9"10 1 110"4 16'2"8 17'9i'B 23'0"2
5'9"10 1 52"10 5'2"4 17" 52"10
2 Z5"2
85"2
5X6 = 5X6
E F
34'
7'9"6 1 17", 7.9"6
16'2"8 1 17'91-8 25'6"14
28'1"15 + 34'
51"14 5'10"1
8'5"2
34•
Loading Criteria (pso 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 L/defl U# Gravity Non -Gravity
TCDL: 7.00 Speed: 140 mph Pf: NA Ce: NA VERT(LL): 0.151 M 999 240 Loc R+ / R- / Rh / Rw / U / RL
B 1397 /- /- 1788 /159 /232BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.277 M 999 180
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.056 K - - 1 1397 !- /- l788 /159 /-
Des Ld: 37.00
EXP: C Kzt: NA HORZ(TL): 0.104 K Wind reactions based on MWFRS
Code / Misc CriteriaNCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor: 2.0 B Brg Width = 7.6 Min Req = 1.5
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 sfp Bldg Code: FBC 2017 RES Max TC CSI: 0.386 1 Br Width = 7.6 Min Re 1.59q=
Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.827 Bearings B & I are a rigid surface.
Bearings B & I require a seat plate.
Spacing: 24.0 " C&C Dist a: 3.40 ft Rep Fac: Yes Max Web CSI: 0.599
Members not listed have forces less than 375#
Loc. from endwall: not in 9.00 ft FT/RT:0(0)/10(0)
Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver: 17.02.01A.1114.20
B - C 923 - 2649 F - G 721 - 1762
C - D 881 - 2428 G - H 880 - 2428
Wind Duration: 1.60 WAVE
Lumber
Top chord 2x4 SP #2 Dense D - E 722 -1763 H - 1 924 - 2651
Bot chord 2x4 SP #2 Dense E - F 694 -1570
Webs 2x4 SP #3
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - N 2389 - 729 L - K 2009 - 614
N - M 2011 - 578 K - 1 2392 - 767
M - L 1570 - 406
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
N - D 443 - 90 F - L 477 -173
D - M 278 - 622 L - G 276 - 619
E - M 482 -175 G - K 444 - 91
0 \%IIIIt////
t No 70773
STATE Au
il0
ONA
O\ 278 01111
05/07/2019
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, installingand bracing.Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) (o'r safety practices prior to performing these functions. Installers shall provide temporary bracing
BCSI. Unless have and bottom chord shall have a pernotedolherwise,top chord shall properly attached structural sheathing propperly attached
rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, B7 or B10 as applicable.
Apply plates to each face, of truss and position as shown above and on the Joinf etails, unless noted otherwise. Refer to drawings 160A-
Z for standard plate positions. ALPINE Alpine, a
division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the in drawing
Co , truss
conformance
with ANSIrl PI 1, or for handling, shipping, installation and bracing of.trussesA seal on this or cover page , , listing this
drawing, indicates acceptance of ppro esslona engineering responsibility solely for the design shown. The sul ability 6750 Forum Drive Fos anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIlTPI1Sec.2. Suite For more
information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .corn; ICC: w Jccsafe.org Orlando FL, 32821
SEQN: 177713 HIPS Ply: 1 Job Number: 23891 Cust: R408 JRef:1WKV4080002 T5
FROM: JTL Qty: 1 /JK Persaud, LLC -JK Persaud LLC DrwNo: 127.19.1316.02223
Truss Label: A02 JB / FV 05/0712019 Loading Criteria (pso TCLL: 20.
00 TCDL: 7.
00 BCLL: 0.
00 BCDL: 10.
00 Des Lc:
37.00 NCBCLL:
10.00 Soffit: 2.
00 Load Duration:
1.25 Spacing:
24.0 " 7'11"
4 T11"4
7'9"14
7'9"
14 Wind Criteria
Wind Std: ASCE
7-10
Speed: 140 mph Enclosure: Closed
Risk Category: II
EXP: C
Kzt: NA Mean
Height: 15.00 ft
TCDL: 4.2 psf BCDL:
5.0 psf MWFRS
Parallel Dist: h to
2h C&C Dist a: 3.
40 ft Loc. from endwall: not in
9.00 ft GCpi: 0.18 Wind Duration:
1.60 Lumber
Top chord 2x4 SP #
2
Dense Bot chord 2x4 SP #2
Dense Webs 2x4 SP #3 Purlins
In lieu of structural
panels
use purlins to brace all flat TC @ 24" oc. Wind
Wind loads based on
MWFRS
with additional C&C member design. Additional Notes Refer
to General
Notes for
additional information 15' 19' 7'0" 12
4' 5X6 =
5X6 D E 34'
260" 12
34' 7'
0"
12 7.11 "
4 7'2"2 3'10"
4 T3"14 15' 18' 10" 4 267
2 Snow Criteria (Pg,Pf in
PSF) Pg: NA Ct: NA CAT:
W Pf: NA Ce: NA Lu:
NA Cs: NA Snow
Duration: NA Code I
Misc Criteria Bldg
Code: FBC 2017 RES
TPI Std: 2014 Rep Fac:
Yes FT/RT:
0(0)/10(
0) Plate Type(s): WAVE Defl/
CSI Criteria PP
Deflection
in loc L/
defl U# VERT(LL): 0.147 K
999 240 VERT(CL): 0.271 K
999 180 HORZ(LL): 0.058 1 - -
HORZ(TL): 0.106 1
Creep Factor: 2.0 Max
TC CSI: 0.524
Max BC CSI: 0.760
Max Web CSI: 0.881
VIEW Ver: 17.02.01A.
1114.20 0\111 I I /////// f
No 70773 Cr STATE
OF iO (OR10P•'.
G
2\ 0NAI
0-278 05/07/
2019
un 7'
9"14 34'
2
Maximum Reactions (Ibs)
Gravity
Non -
Gravity Loc R+ /
R- / Rh / Rw /
U / RL B 1397 /- /- /790 /162 /218
G 1397 /- /- /790 /162 /- Wind
reactions based on MWFRS
B Brg Width = 7.6
Min Req = 1.5 G Brg Width = 7.6
Min Req = 1.5 Bearings B & G are a
rigid surface. Bearings B & G 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 941 - 2600 E -
F 768 - 1896 C - D 771 - 1904 F -
G 941 - 2600 D - E 766 - 1684 Maximum
Bot Chord Forces Per
Ply (Ibs) Chords Tens.Comp. Chords Tens.
Comp B - L 2331 - 733 J -
1 2327 - 770 L - K 2327 - 733 1 -
G 2331 - 769 K - J 1682 - 475 Maximum
Web Forces Per Ply (
Ibs) Webs Tens.Comp. Webs Tens.
Comp. C - K 302 - 713 J -
E 435 -134 D-K 435 -116 J -
F 303 -718 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, 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 temporary bracing per SCSI. Unless noted otherwise,
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent
lateral restraint of webs shall have bracinginstalled per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face
oftrussand position as shown above and on the JointDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,
a division of ITW Buildin,$Components Group
Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI 1, or for
handling, shipping, installation and bracing of,trussesA seal on this droving or cover page , listing this drawing indicates acceptance of pro esslona.
engineering responsibilittyv solely for the design shown. The suj ability and use of this drawing for any structure
is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general
notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: w .sbcindustry.com; ICC: w Jccsaf ALPINE W R COMPIM' 6750 Forum Drive Suite
305
Orlando FL, 3:
SEON: 178235 SPEC Ply: 1 Job Number: 23891 Cust: R408 JRef:1KV4080002 T25
FROM: SLC Oty: 1 /JK Persaud, LLC -JK Persaud LLC DrwNo:
VJ
127.19.1316.04143
Truss Label: A02A JB / FV 05/07/2019
33' 11'A
1:4 14
7'6"8 14'2"8 + 19'9"8 26'3"4 30'6"8 3211 6
7.6..8 T
6'8" 57' 6'5" 12 4'3'.4 2'4" 14
5X6 =5X6
D E
265" 7'6"3 -i
2,
7'S"2 6'9"6 5'5"4 "1" 4.3,.4 3'1"4Q216-+ 14'2"8
T
19'7"12 ' 26'6"12 3910"
33'11"4 0.14
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pfin 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 L/# Gravity Non -Gravity
TCDL: 7.00 Speed: 140 mph Pf: NA Ce: NA VERT(LL): 0.069 P 999 240 Loc R+ I R- / Rh / Rw / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.125 P 999 180 B 1070 /- /- /- /350 /-
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.021 N - - M 1540 /- /- I- /490 /-
EXP: C Kzt: NA
Des Ld: 37.00 HORZ(TL): 0.039 N Q 273 /43 /- /- /251 /-
Mean Height: 15.00 fl
NCBCLL: 10.00 TCDL: psf
Code I Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS
Soffit: 2.00 gCDL: 5.0 psf5.0 p Bldg Code: FBC 2017 RES Max TC CSI: 0.594 B Br Width = 7.6 Min Re 1.5gq =
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.625 M Brg Width = 7.6 Min Req = 1.6
Q Brg Width = 6.9 Min Req = 1.5
Spacing: 24.0 " C&C Dist a: 3.39 It Rep Fac: Varies by Ld Case Max Web CSI: 0.742 Bearings B, M, & Q are a rigid surface.
Loc. from endwall: Any FT/RT:0(0)/10(0) Bearings B, M, & Q require a seat plate.
GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375#
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1114.20 Maximum Top Chord Forces Per Ply (Ibs)
Lumber Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x4 SP #2 Dense B - C 544 - 1799 E - F 255 - 815
Bot chord 2x4 SP #2 Dense C - D 355 - 1139 F - G 565 - 200
Webs 2x4 SP #3 D - E 193 - 687
Special Loads
Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) Maximum Bot Chord Forces Per Ply (Ibs)
TC: From 55 plf at -2.00 to 55 plf at 36.00 Chords Tens.Comp. Chords Tens. Comp.
BC: From 4 plf at -2.00 to 4 plf at 0.00 B - P 1597 - 462 O - N 982 - 287BC: From 20 plf at 0.00 to 20 plf at 33.94 p - O 1593 - 465BC: From 4 plf at 33.94 to 4 plf at 36.00
TC: -59 lb Conc. Load at 32.92
BC: 47 lb Conc. Load at 32.92 Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Purlins
In lieu of structural panels use purlins to brace all flat
C - O 197 -676 N - F 1154 -347
TC @ 24" oc. D - 0 449 - 28 F - M 497 - 1317
D - N 138 - 448
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Refer to General Notes for additional information
Q'.CENgF•,'9
ii
It' No 70773
STATE OF ; L
j0't y •!oCOR10P'
05/07/2019
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 (BuildingrComponentSafetyInformation, by
t
TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10
as applicable. AppTy plates to each face, or truss and position as shown above and on the Join Details, unless noted otherwise. Refer to
drawings 160A-Z for standard plate positions. ALPINE
Alpine, a division of ITW BuildingpComponents Group Inc. shall
in
not be responsible for any deviation from this drawing,any failure to build the µy,CQ,,,,,,w
truss conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page.. 6750 Forum Drivelistingthisdrawingindicatesacceptanceofpproessionaengineerinqresponsibilitysolelyforthedesignshown. The suitability Suite
For
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.305
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitmcom; TPI: w .t inst.or ; SBCA: www.sbcindust com; ICC: wv Accsafe.org Orlando FL, 32821
SEQN: 177709 HIPS Ply: 1 Job Number: 23891 Cusl: R408 JRef:1WKV4080002 T4
FROM: JTL Qly: 1 /JK Persaud, LLC -JK Persaud LLC DrwNo: 127.19.1316.05897
Truss Label: A03 JB / FV 05/07/2019
611 "4
6' 11 "4
13'
1
17'
1
21
60"12 4' ' 4'
5X6 = 3X4 5X6
D E F
27'0"12 34'
60" 12 6' 11 "4
WE
34'
2
6'914
1
6'3" 14 7'8" 8 + 6'3"14 6'9"14 -
2,
6'9"14 13' 1 "12 20' 10"4 27'2"2 34'
Loading Criteria (ps0 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 L/defl L/# Gravity Non -Gravity
TCDL: 7.00 Speed: 140 mph Pf: NA Ce: NA VERT(LL): 0.155 E 999 240 Loc R+ / R- / Rh / Rw / U / RL
B 1397 /- /- 1791 /192 /195BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.285 E 999 180
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.059 J - - H 1397 I- /- 1791 /192 /-
Des Ld: 37.00
EXP: C Kzl: NA HORZ(TL): 0.108 J Wind reactions based on MWFRS
Code I Misc CriteriaNCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor: 2.0 B Br Width = 7.6 Min Re 1.59q =
Soffit: 2.00
TCDL: 4.2 psf
Bldg Code: FBC 2017 RES Max TC CSI: 0.386 H Br Width = 7.6 Min Re 1.59q=
Load Duration: 1.25
BCDL: 5.0 sfp
MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.658 Bearings B & H are a rigid surface.
Bearings B & H require a seat plate.
Spacing: 24.0 " C&C Dist a: 3.40 ft Rep Fac: Yes Max Web CSI: 0.521
Members not listed have forces less than 375#
Loc. from endwall: not in 9.00 ft FT/RT:0(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver: 17.02.01A.1114.20
B - C 983 -2635 E - F 830 - 1864
Wind Duration: 1.60 WAVE
Lumber
C - D 941 - 2073 F - G 841 - 2073
Top chord 2x4 SP #2 Dense D - E 830 - 1864 G - H 982 - 2635
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - M 2369 - 778 K - J 2366 - 815
M - L 2366 -779 J - H 2369 - 815
L -K 1926 -610
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - L 254 - 569 K - F 488 - 144
D - L 488 -144 K - G 254 - 569
PNDO 49//
No 70773
ir
STATE OF l
p^'
jO.t F(OR10P'
S/S ONA
0-278 11?\
05/07/2019
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, 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 temporary bracing
per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attached
rigid ceiling Locations shown forDermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810 Details,
Refer asapplicable. Apply Oates to each faceof truss and position as shown above and on the Joint unless noted otherwise. to' drawings 160A-
Z for standard plate positions. ALPINE Alpine, a
division of ITW Buildin44Components Group Inc., shall not be responsible for any deviation from this drawin any, failure to build the truss in conformance
with ANSIfTPI 1, or for handling, shipping, installatidn and bracing of,trussesA seal on this drowirSg or cover page .. listing this drawing
indicates acceptance of pro esslona engineering responsibility solely for the design shown. The suitability drawing, µ,,,,,Co,,,,,,,,., For
6750 Forum
Driveanduse of
this for any structure is the responsibility of the Building Desigrier per ANSIrrPI 1 Sec.2.305 Suite For moreinformation
see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.tpinst.org; SBCA: www.sbcintlust .com; ICC: www.iccsafe.or Orlando FL, 32821
SEOt : 178171 SPEC Ply: 1 Job Number: 23891 Cust: R408 JRef:1WKV4080002 T27
FROM: SLC Oty: 1 JK Persaud, LLC -JK Persaud LLC DrwNo: 127.19.1316.08137
Truss Label: A03A JB / FV 05/07/2019
611"4 13' 17' 21' 26'3"4 29'4" 31'8"1,4 33'11'"4
61V4 6'0'.12 44. 63..4 TO"12' 2'4"14 2'2"6' 5X6 =
3X4 5X6 D
E F T
T 12
5
i a
3X6 5X6
G C
5X6 =5X6 H
1 1112X4
r jo J
B
1K T A
3X4(
A1) D1112X4
5X8
5OX8 3X4 3X4 1113X6 R 1 26'5"
7'6"3 6'9*
14 6'3*.T8"8 56 86"123'0"
12 4'3" 14 , 2'0" 2 F— 2
6'9"14 1 13'1"" 2978 3312 Loading Criteria (
psf) Wind Criteria Snow Criteria (Pg,Pfin 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 L/defl U# Gravity Non -Gravity TCDL: 7.
00 Speed: 140 mph Pf: NA Ce: NA VERT(LL): 0.065 Q 999 240 Loc R+ / R- I Rh / Rw / U / RL BCLL: 0.
00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.120 Q 999 180 B 1058 /- /- /636 /158 /190 BCDL: 10.
00 Risk Category: II Snow Duration: NA HORZ(LL): 0.021 0 - N 1589 /- /- /772 /187 /- Des Ld:
37.00 NA EXP:
CKztHeight: HORZ TL 0.039 0 R 273 /-74 /- /177 /83 /- NCBCLL: 10.
00 Mean Hei
ht: 15.00 ft g CodeI Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 2.
00 TCDL: 4.
2 psf BCDL: 5.
0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.401 B Br Width = 7.6 Min Re = 1.5 g qLoadDuration:
1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.624 N Brg Width = 7.6 Min Req = 1.6 R Brg
Width = 6.9 Min Req = 1.5 Spacing: 24.
0 " C&C Dist a: 3.39 ft Rep Fac: Yes Max Web CSI: 0.548 Bearings B. N, & R are a rigid surface. Loc. from
endwall: not in 9.00 ft FT/RT:0(0)/10(0) Bearings B, N, & R require a seat plate. GCpi: 0.
18 Plate Type(s): Members not listed have forces less than 375# Wind Duration:
1.60 WAVE VIEW Ver: 17.02.01A.1114.20 Maximum Top Chord Forces Per Ply (Ibs) Lumber Chords
Tens.Comp. Chords Tens. Comp. Top chord
2x4 SP #2 Dense B - C 688 -1795 F - G 343 - 680 Bot chord
2x4 SP #2 Dense C - D 539 -1209 G - H 674 - 204 Webs 2x4
SP #3 D - E 548 -1056 H - 1 420 -84 Purlins E -
F 345 -573 In lieu
of structural panels use purlins to brace all flat Maximum Bot
Chord Forces Per Ply (Ibs) TC @24" oc. Chords Tens.
Comp. Chords Tens. Comp. Wind B -
Q
1597 -518 0 - N 268 -483 Wind loads
based on MWFRS with additional C&C Q - P 1593 -519 N - M 196 -461 member design.
P - 0 883 -226 Additional Notes
Refer to
General Notes for additional information Maximum Web Forces Per Ply (Ibs) Webs Tens.
Comp. Webs Tens. Comp. C - P
264 - 598 O - G 1205 - 405 E - 0
245 - 545 G - N 559 - 1357 0\j1111///////
ADO V/
h C No
70773
a= 0,
STATE
OF ; 4W IFS, COL
O R10 40 278 //
S ON A `1\\ 05/
07/
2019 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 bottom havebracingperBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and chord shall a properly attached ri41d
ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, as applicable.
Apply to each face, or truss and as shown above and on the Join Details, unless noted otherwise. Refer to plates positiondrawings160A-
Z for standard plate positions. ALPINE Alpine, a
division of ITW Build incLQComponents Group Inc. shall not be responsible for any deviation from this drawin an failure to build the truss in
conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drowiXg or cover pae The V
ro,,
For 675o
ForumDrivelisting this
drawing, indicates acceptance of ppro essiona engineering responsibility solely forthe design shown. suitability and use
of this drawing for any structure is fhe responsibility of the Building Desiglier per ANSI/TPI 1 Sec.2.305 Suite Formore
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, 32821
SEQN:177705 HIPS Ply: 1 Job Number: 23891 Cust:R408 JRef:1WKV4080002 T3
FROM: JTL Qly: 1 I /JK Persaud, LLC -JK Persaud LLC DrwNo: 127.19.1316.11420
Truss Label: A04 JB / FV 05/07/2019
F-- 2'
Loading Criteria (psf)
TC L L: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
611"10 11' 17'
6'11"10 ' 4'0'6 1
6'
Wind Criteria
Wind Std: ASCE 7-10
Speed: 140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.40 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Plating Notes
All plates are 5X6 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
23' 1 27'0"6 34'
6' 1 4'0"6 6'l 1"10
1112X4
D E F
34'
6' 6'
17' 23'
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 2017 RES
TPI Std: 2014
Rep Fac: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl U#
VERT(LL): 0.022 J 999 240
VERT(CL): 0.059 J 999 180
HORZ(LL): 0.011 L - -
HORZ(TL): 0.027 L
Creep Factor: 2.0
Max TC CSI: 0.619
Max BC CSI: 0.870
Max Web CSI: 0.809
VIEW Ver: 17.02.01A.1114.20
ANDO y Ai
No 70773 ,*
STATE OF
i/ W R
0-278
NALO`?
05/07/2019
1 1'
34'
2' _'
Maximum Reactions (Ibs), or *=PLF
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 691 /- /- /465 /204 /172
H* 123 /- /- /62 /38 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
H Brg Width = 205 Min Req = -
Bearings B & K are a rigid surface.
Bearings B & K 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 295 - 805 C - D 180 - 465
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - L 691 -168 L - K 408 - 78
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - L 245 - 398 E - K 242 - 414
D - L 493 -123 J - G 248 - 408
D - K 308 - 773
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, installingand bracing.Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r 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 chord shall have a propperly attached
rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10, as
applicable. Apply plates to each face oftrussand position as shown above and on the Joinf"Details, unless noted otherwise. Defer to ALPINE drawings
160A-Z for standard plate positions. Alpine, a
division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the u mv:ououry truss inconformancewithANSIfTPI1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover pa e , , 6750 Forum Drive listing thisdrawingindicatesacceptanceofproesslonaengineeringresponsibilitysolelyforthedesignshown. The su,Pablllty and useofthisdrawing, forany structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. Suite 305 For more
information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: w Jpinsl.org; SBCA: www.sbcindustry.com; [CC: w Jccsafe.org Orlando FL, 32821
SEON: 178176 SPEC Ply: 1 Job Number: 23891 Cust: R 408 JRef:1WKV4080002 T11
FROM: SLC 01 y: 1 /JK Persaud, LLC -JK Persaud LLC DrwNo: 127.19.1316.13440
Truss Label: A04A JB / FV 05/07/2019
21 4
6'1V9 11' 17' 23' 26'3"q
r1'0''12
29'8"1,4 33'11"4
6'11"9 4'0"7 6' 6' i 3'3"4 _i ..14 4'2"6
5X6 1112X4 5X6
D E F
3X6
12 @2C4 G 5X65 5X6
H I
1112X4J m
K 7
ra-s
3X4(A1) =5XD6 3X8 5X6 N3X4 1113X6 R
3X4
26'5" i 7'6"3 i
11' 6' 6' T612 6312
iH
2'0"12
17' 23' 266"12
12
33' 11"4
27'7"8
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 L/defl L/# Gravity Non -Gravity
TCDL: 7.00 Speed: 140 mph Pf: NA Ce: NA VERT(LL): 0.064 Q 999 240 Loc R+ I R- / Rh / Rw / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.118 Q 999 180 B 1054 /- I- /633 /321 /168
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.019 O - - N 1601 I- /- /755 /474 /-
Des Ld: 37.00
EXP: C Kzt NA
HORZ(TL): 0.035 O - - R 283 I-90 /- /194 /95 I-
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.2 lost
Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.543 B Br Width = 7.6 Min Re 1.5gq =
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.936 N Brg Width =
6.
Min Req = 1.
R Brg Width = .9 Min Req = 1.5
Spacing: 24.0 " C&C Dist a: 3.39 ft Rep Fac: Yes Max Web CSI: 0.448
Bearings B, N, & R are rigid surface.
Loc. from endwall: not in 9.00 ft FT/RT:0(0)/10(0) Bearings B, N, & R require a seat plate.
GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375#
Wind Duration: 1.60 WAVE VIEW Ver: 17.02,01A.1114.20 Maximum Top Chord Forces Per Ply (Ibs)
Lumber Chords Tens.Comp. Chords Tens. Camp.
Top chord 2x4 SP #2 Dense B - C 715 -1707 F - G 245 - 377
Bot chord 2x4 SP #2 Dense C - D 616 -1388 G - H 687 - 216
Webs 2x4 SP #3
D - E 556 - 1077 H - I 522 -153
Purlins E - F 556 - 1077
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc. Maximum Bot Chord Forces Per PI Ibsy ( )
Chords Tens.Comp. Chords Tens. Comp.
Wind
B - Q 1520 - 540 O - N 292 - 536
Wind loads based on MWFRS with additional C&C Q - P 1233 - 365 N - M 304 - 561
member design.
Additional Notes Maximum Web Forces Per Ply (Ibs)
Refer to General Notes for additional information Webs Tens.Comp. Webs Tens. Comp.
D - Q 469 -105 G - N 549 -1296
P - F 956 - 379 H - M 437 -146
F-0 316 -718 M - 1 218 -396
O - G 1177 - 432 1 - L 406 - 215
ADO
No 70773
a
STA?E OF ; EAU
rt0R1OP
40-278
ONA ,?\\\
05/07/2 D 19
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, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing
per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached
riqid ceiling Locations shown for permanent lateral restraint of webs shall have bracinqq installed per BCSI sections B3, 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. F7efer to drawings
160A-Z for standard plate positions. ALPINE Alpine,
a division of ITW BuildinccLLComponents Group Inc. shall not be responsible for any deviation from this drawinany failure to build the truss In
conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover wi Co.
p_ page.. listing
this
drawing, indicates acceptance of roTesstonar engineering responsibility solely for the design shown. The suiTablllty this drawing
for is the the Building Designer ANSI(TPI 1 Sec.2. 6750 Forum
Drive Suite 305
and useofanystructureresponsibilityofperFormore
information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: w Jccsafe.orq Orlando FL, 32821
SEQN: 177701 HIPS Ply: 1 Job Number: 23891 Cust: R 408 JRef:1 WKV4080002 T2
FROM: JTL Qty: 1 /JK Persaud, LLC -JK Persaud LLC DrwNo: 127.19.1316.15527
Truss Label: A05 JB / FV 05/07/2019
f -- 2'
510"3 9' 1 T0" 14 17' 5'
10"3 3'1"13 4.0"14 3'11"2 11"
25' 1
M'131 34' 3.
1 1. 4'0"14 ' 3 .1"13 5'10"3 5X6 =
3X4 1112X4 =3X4 =5X6 D
E F G H b
17'
2"6 16'9"10 9'
1"12 + T10"4 T10"4 9'1"12 9'
1"12 17' 24'10"4 34' 2
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 L/defl L/# Gravity Non -Gravity TCDL:
7.00 Speed: 140 mph Pf: NA Ce: NA VERT(LL): 0.016 C 999 240 Loc R+ I R- / Rh / Rw / U / RL BCLL:
0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.034 1 999 180 B 662 /- /- /417 /194 /150 BCDL:
10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.007 L - - M 1559 /- /- 1726 /461 /- Des
Lc: 37.00 EXP:
C Kzt NA HORZ(
TL): 0.014 N J 662 I- I- /438 /194 I- NCBCLL:
10.00 Mean
Height: 15.00 ft TCDL:
4.2 psf Code /
Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS Soffit:
2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.440 B Br Width = 7.6 Min Re 1.5 gq = Load
Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.632 M Brg Width = 7.6 Min Req = 1.5
JBrgWidth = 7.6 Min Req = 1.5 Spacing:
24.0 " C&C Dist a: 3.40 ft Rep Fac: Yes Max Web CSI: 0.501 Bearings
B, M. & J are a rigid surface. Loc.
from endwall: not in 9.00 It FT/RT:0(0)/10(0) Bearings B, M. & J require a seat plate. GCpi:
0.18 Plate Type(s): Members not listed have forces less than 375# Wind
Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1114.20 Maximum Top Chord Forces Per Ply (Ibs) Lumber
Chords Tens.Comp. Chords Tens. Comp. Top
chord 2x4 SP #2 Dense B - C 310 - 804 F - G 637 -195 Bot
chord 2x4 SP #2 Dense C - D 221 -542 G - H 217 -461 Webs
2x4 SP #3 D -
E 229 -461 H - 1 208 -542 Purlins
E - F 637 -195 1 - J 297 - 804 In
lieu of structural panels use purlins to brace all flat TC
@ 24" oc. Wind
Wind
loads based on MWFRS with additional C&C member
design. Additional
Notes Refer
to General Notes for additional information WARNING!
This truss is not symmetric, but its exterior geometry
makes erection error more probable. It
is imperative that this truss be installed properly. Maximum
Bot Chord Forces Per Ply (Ibs) Chords
Tens.Comp. Chords Tens. Comp. B -
N 696 -166 L - J 696 -191 Maximum
Web Forces Per Ply (Ibs) Webs
Tens.Comp. Webs Tens. Comp. N -
E 524 -188 M - G 377 - 857 E -
M 370 - 857 G - L 524 -195 111i(
r/iii// DO
No
70773 IX
STA?
E OF 4U ` O \
AL
0
8 //Il1111k\ 05/
07/2019 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, installingand 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 BCSI.
Unless have bottom have per notedotherwise,top chord shall properly attached structural sheathing and chord shall a propperly attached rigid
ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable.
Apply plates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise. Refer to drawings 160A-
Z for standard plate positions. ALPINE Alpine, a
division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in
conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page, , 6750 Forum Drive listing thisdrawingqindicatesacceptanceofpproesstonaengineeringresponsibilitysolelyforthedesignshown. The sui ability, and use
of this drawing for any structure is the responsibility of the Building Designer per ANSIrTPI 1 Sec.2. Suite 305 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: wwJ csafe.org Orlando FL, 32821
SEQN: 178224 SPEC Ply: 1 Job Number: 23891 Cust: R 408 JRef:1 WKV4080002 T22
FROM: SLC Oty: 1 /JK Persaud, LLC -JK Persaud LLC DrwNo: 127.19.1316.20100
Truss Label: A05A JB / FV 05/07/2019
2p
74
4'9"14 9' 14'8"4 , 20'2"12 25'S"15 25'7"9,1"5 33'11"4
4'9"14 4.2..2 5'8"4 ' S'6"8 5'3"2 'I'10 6'2"6
p6 T2 -
7E8 =
3
F10T3 5X6 =5X6
G H
26'5"
2,
8'8"8 611" 12 5'6"8
8'8"8
T
14'8"4 207"12
IT
OZ3X4
I
J 6
o
l8,
M L KO
8X14 =3X4 III3X6
k7'6" 3 -i 7'
6"2 6'2"6 2'0"12 i -—
27'8"14 33'11"4 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 L/deFl L/# Gravity Non -Gravity TCDL:
7.00 Speed: 140 mph Pf: NA Ce: NA VERT(LL): 0.089 E 999 240 Loc R+ / R- I Rh / Rw / U / RL B
1074 /- /- /638 /325 /143 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.160 E 999 180 BCDL:
10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.027 M - - M 1468 /- /- /677 /426 /- Des
Ld: 37.00 EXP:
C Kzt NA HORZ(TL): 0.049 M Q 367 /-6 /- /258 /96 Code
I Misc Criteria NCBCLL: 10.00 Mean
Height: 15.00 ft Creep
Factor: 2.0 Wind reactions based on MWFRS Soffit:
2.00 TCDL:
4.2 psf BCDL:
5.0 psf pBldg Code: FBC 2017 RES Max TC CSI: 0.379 B Br Width = 7.6 Min Re 1.5 gq = Load
Duration: 1.25 MWFRS Parallel Dist: hl2 to h TPI Std2014 ax : Max CSI0.983 M Erg Width = . Min Req = 1.5 6 Q Erg
Width = .9 Min Req = 1.5 Spacing: 24.0 "
C&C Dist a: 3.39 ft Rep Fac: Yes Max Web CSI: 0.397 Bearings B, M, & Q are a rigid surface. Loc. from endwall:
not in 9.00 ff FT/RT:0(0)/10(0) Bearings B, M, & Q require a seat plate. GCpi: 0.18
Plate Type(s): Members not listed have forces less than 375# VIEW Ver: 17.
02.01A.1114.20 Wind Duration: 1.60 WAVE Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp.
Chords Tens. Comp. Lumber B - C767 -
1868 D - E 695 - 1562 Top chord 2x4SP #2 Dense T2, T3 2x6 SP #2: Bot chord 2x4
SP #2 Dense C - D 678 -1624 E - F 694 - 1561 Webs 2x4 SP #
3 Bracing a) Continuous
lateral
restraint equally spaced on member. Purlins In
lieu
of
structural panels use purlins to brace all flat TC @ 24"
oc. Wind Wind loads
based
on MWFRS with additional C&C member design. Additional
Notes Refer
to General
Notes for additional information Maximum Bot Chord
Forces Per Ply (Ibs) Chords Tens.Comp.
Chords Tens. Comp B - P 1679 -
635 N - M 1040 - 309 P - O 1447 -
486 M - L 413 - 536 0 - N 1040 -
309 Maximum Web Forces
Per Ply (Ibs) Webs Tens.Comp.
Webs Tens. Comp. 0 - F 634 -
250 F - M 596 -1464 No 70773 i
STATE OF ;
WRkIN
Afl- D
2\ 0-
278
05/
07/2019
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, 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 temporary bracing per BCSI. Unless
noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attached riqqid ceiling Locations
shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, 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 ALPINE drawings 160A-Z for
standardplatepositions. Alpine, a division of ITW
BuildincLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the _FrWCoMvu+r truss in conformance with ANSIITPI
1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page, , 6750 Forum Drive listing this drawing indicates acceptance
of uro esstona. engineering responsibility solely for the design shown. The sui ability Suite 305 and use of this drawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.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, 32821
SEQN: 177697 HIPS Ply: 1 Job Number: 23891 Cust: R 408 JRef:1 WKV4080002 T7
FROM: JTL Qty: 1 /JK Persaud, LLC -JK Persaud LLC DrwNo: 127.19.1316.22117
Truss Label: A06 JB / FV 05/07/2019
FE
T
7'
12710 1T
62"10 i 419"6
21'9"6 1 27' 1 34'
4'9"6 1 5.2..10 1 7'
12 =
6X6 =_4X4 =H0510 =4X4 =6X6
C D E F G
5
T
a) (a) If
B H o
A I8.
3X4(A1) III2X4 =_5X6 =_4X10 -5X6 I112X4=3X4(At)
17'2"6 -1- 169"10
7'1"12 + 4'9"6 + 5'0"14 5'0"14
2 49"6 7'1"12
7'1"12 11-11"2 17' 22'6'1% 26'10"4 34'
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 140 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
Des Ld: 37.00
EXP: C Kzt: NA
Mean Height: 15.00 It
NCBCLL: 0.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3.40 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Bracing
a) Continuous lateral restraint equally spaced on
member.
Loading
1 hip supports 7-0-0 jacks with no webs.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Gravity Non -Gravity
Pf: NA Ce: NA VERT(LL): 0.049 N 999 240 Loc R+ / R- I Rh / Rw / U / RL
Lu: NA Cs: NA VERT(CL): 0.092 N 999 180 B 983 /_ /_ /_ /309 /-
Snow Duration: NA HORZ(LL): 0.029 J - - L 3311 I- l- /- /920 I-
HORZ(TL): 0.054 J H 983 /- I- /- /309 /-
Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS
Bldg Code: FBC 2017 RES Max TC CSI: 0.790 B Brg Width = 7.6 Min Req = 1.5
TPI Std: 2014 Max BC CSI: 0.529 L Brg Width = 7.6 Min Req = 3.3
Rep Fac: No Max Web CSI: 0.613 H Brg Width = 7.6 Min Req = 1.5
Bearings B, L, & H are a rigid surface.
FT/RT:0(0)/10(0) Bearings B, L, & H require a seat plate.
Plate Type(s): Members not listed have forces less than 375#
WAVE, HS VIEW Ver: 17.02.01A.1114.20 Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - C 452 - 1590 E - F 1506 - 437
C - D 152 - 597 F - G 152 - 597
D - E 1506 - 437 G - H 452 - 1590
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - N 1408 - 382 L - K 529 - 149
N - M 1439 - 383 K - J 1439 - 383
M - L 529 -149 J - H 1408 - 382
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - N 625 - 32 L - F 689 - 2394
C - M 270 - 982 F - K 694 - 27
M - D 694 - 27 K - G 270 - 982
Additional Notes \\\X\111( ( (/ / / D - L 689 - 2394 J - G 625 - 32
Nnn ///E - L 299 -532
Refer to General Notes for additional information \\\ 1p' V/4" ///
EN 8 . --'9 /
WARNING! This truss is not symmetric, but its exterior
geometry makes erection error more probable.
It is imperative that this truss be installed properly. No 70773
Ir
r STATE OF ,'411
J
Fl O W P • G\
05/07/2019
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, installingand bracing.Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r 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 chord shall have a propperly attachedriidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or 910, as
applicabgle. Apply Oates to each face oftrussand position as shown above and on the Joinf Details, unlessnoted otherwise. Refer to drawings 160A-
Z for standard plate positions. ALPINE Alpine, a
division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in
conformance with ANSIr PI 1, for handling, installation bracing this drawing Ml WC0I.
IFNry or shipping,
and of,trussesA seal on or cover page, , listing this
drawing indicates acceptance of pro esstona engineering responsibility solely for the design shown. The suitabtllty and useofthisgnawingforanystructureispe
responsibility
of the Building Designer ANSI[TPI 1 Sec.2. 6750 Forum
Drive Suite 305
per Formore
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: wJccsafe.org Orlando FL, 32821
SEON:178209 SPEC Ply: 1 Job Number: 23891 Cust:R408 JRef:1WKV4080002 T23
FROM: SLC Oty: 1 /JK Persaud, LLC -JK Persaud LLC DrwNo: 127,19.1316.24410
Truss Label: A06A JB / FV 05/07/2019
7' 11,5"1 , 15'8"7 19'11"12 24'3"1 , 267'15 33'11"4
T 45"1 435 4'3"5 4'3'.5 2'4"4 T3"5
5X6H
1112p4 5E6 1112F4 =5G6
T12 C6
T
5
a) (a)
3X4
I
B J T
o
3X4(At) B33X8 1
ill2X04 6X8 6X8 Ill3X6P
19'11"12 13'11"8
2
TT'12 4'3"5 8'6"11 13'11"8 2'0"12
l..
7'1"12 11*5*1 19'11"12 33'11"4
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pfin 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 L/defl L/# Gravity Non -Gravity
TCDL: 7.00 Speed: 140 mph Pf: NA Ce: NA VERT(LL): 0.070 O 999 240 Loc R+ / R- I Rh / Rw / U I RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.132 O 999 180 B 1242 /- /- /- /384 I-
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.018 1 - - M 3383 /- /- I- /928 /-
Des Ld: 37.00
EXP: C Kzt: NA HORZ TL 0.033 I P 631 I- l- l- 1217 I -
NCBCLL: 0.00
Mean Height: 15.00 ftg Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psfp Bldg Code: FBC 2017 RES Max TC CSI: 0.949 B Br Width = 7.6 Min Re 1.5gq =
Load Duration: 1.25 MWFRS Parallel Dist: 0 to hl2 TPI Std2014 Max BC CSI: 0609 M Brg Width = . Min Req = 3.4 6
PBrgWidth = .9 Min Req = 1.5 Spacing:
24.0 " C&C Dist a: 3.39 ft Rep Fac: No Max Web CSI: 0.632 Bearings B, M, & P are a rigid surface. Loc.
from endwall: NA FT/RT:0(0)/10(0) Bearings B, M, & P require a seat plate. GCpi:
0.18 Plate Type(s): Members not listed have forces less than 375# Wind
Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1114.20 Maximum Top Chord Forces Per Ply (Ibs) Lumber
Chords Tens.Comp. Chords Tens. Comp. Top
chord 2x4 SP #2 Dense B - C 639 -2218 F - G 1605 -475 Bot
chord 2x4 SP #1 Dense :B3 2x4 SP #2 Dense: C - D 460 -1773 G - H 153 - 542 Webs
2x4 SP #3 D - E 460 -1772 H - 1 173 - 579 Bracing
E -
F 1605 -475 a)
Continuous lateral restraint equally spaced on Maximum
Bot Chord Forces Per Ply (Ibs) member. Chords
Tens.Comp. Chords Tens. Comp. Loading
B - O 1964 -552 N - M 408 -181 1
hip supports 7-0-0 jacks at left end and 7-1-4 jacks O - N 2012 -555 at
right end. Jacks have no webs. Left
side jacks have 7-0-0 setback with 0-0-0 cant Maximum Web Forces Per Ply (Ibs) and
2-0-0 overhang. End jacks have 7-0-0 setback Webs Tens.Comp. Webs Tens. Comp. with
0-0-0 cant and 2-0-12 overhang. Right side jacks have
7-1-4 setback with 0-0-0 cant and 2-0-12 C - O 566 -57 M - G 601 - 1894 overhang.
D - N 289 -491 G - L 780 -154 Purlins
N -
E 1660 - 339 L - I 430 -111 E -
M 798 - 2448 1 - K 244 - 574 In
lieu of structural panels use purlins to brace all flat F - M 307 - 542 24"
oc. Wind
Wind
loads and reactions based on MWFRS. No 70773 Additional
Notes f
Z RefertoGeneralNotesforadditionalinformationSTATEOFWFCORtOP'
0-
278S ONA;1`1\
05/07/
2019 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, 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 temporary have bracing perBCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall a properly attached rigid ceiling
Locations shown for lateral restraint of webs shall have bracing9 installed per BCSI sections B3, B7 or 1310 permanent as applicable. Apply
Oates to each face. otruss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to'ALPINE drawings 160A-
Zforstandardplatepositions. Alpine, a division
of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance
with ANSI TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page.. for the design
The 6750 Forum Drive listing this drawing
indicates acceptance of pro essrona engineering responsibility solely shown. sui abrllty and use ofthisdrawingforanystructureispheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Suite 305 or more information
see this job's general notes page and these web sites: ALPINE: w .al ineitw.com; TPI: www.t inst.or ; SBCA: vnvw.sbcindust .com; ICC: www.iccsare.org Orlando FL, 32821
SEOIV: 178203 SPEC Ply: 1 Job Number: 23891 Cust: R 408 JRef:1 WKV4080002 T20
FROM: SLC Oly: 1 /JK Persaud, LLC -JK Persaud LLC DrwNo: 127.19.1316.30003
Truss Label: A07 JB / FV 05/07/2019
1 _L
Loading Criteria (psf)
TC L L: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
4'11 "4 9'3"5 11'8"3 14'3" 5
4'11"4 4'41 2'4"14 272
4X6 =4X4
C D
12
5 L N4X6 1112X4
E F
3X4
n TB _
7
N
8
J I H GK
1113X6 =4X4 = 3X8 1113X6
2'0" 12
4' 11 "4
4' 11 "4
Wind Criteria
Wind Std: ASCE 7-10
Speed: 140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
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
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Special Loads
Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 55 plf at -2.06 to 55 plf at 4.94
TC: From 28 plf at 4.94 to 28 plf at 9,28
TC: From 55 plf at 9.28 to 55 plf at 14.28
BC: From 4 plf at -2.06 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 4.98
BC: From 10 plf at 4.98 to 10 plf at 9.23
BC: From 20 plf at 9.23 to 20 plf at 14.28
TC: 149 lb Conc. Load at 4.98, 9.23
TC: 111 lb Conc. Load at 7.03, 7.19
BC: 237 lb Conc. Load at 4.98, 9.23
BC: 99 lb Conc. Load at 7.03, 7.19
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
14'3"5
4'2"5
9'1"9
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U#
Pf: NA Ce: NA VERT(LL): 0.030 1 999 240
Lu: NA Cs: NA VERT(CL): 0.054 1 999 180
Snow Duration: NA HORZ(LL): 0.009 G -
HORZ(TL): 0.017 G
Code / Misc Criteria Creep Factor: 2.0
Bldg Code: FBC 2017 RES Max TC CSI: 0.575
TPI Std: 2014 Max BC CSI: 0.652
Rep Fac: Varies by Ld Case Max Web CSI: 0.543
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE VIEW Ver: 17.02. 01 A. 1114.20
Q-'ervsF
j No 70773
j
i p STATE OF
0-278
05/07/2019
5'1"12
14'3"5
Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
J 1185 /- /- I- /298 /-
K 1040 /- /- /- /220 /-
Wind reactions based on MWFRS
J Brg Width = 6.9 Min Req = 1.5
K Brg Width = 7.6 Min Req = 1.5
Bearings J & K are a rigid surface.
Bearings J & K 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 318 -1576 D - E 300 - 1556
C - D 263 -1435
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
H 1405 - 263 H - G 1139 - 247
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
B -J 319 -1149 H -E 376 -24
B - 1 1426 - 269 E - G 320 - 1464
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 temporarryv
bracing per BCSI.. Unless noted oyherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly
attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10 as
applicable. Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE
drawings160A-Z for standard plate positions. Alpine,
a division of ITW Build incLQComponents Group Inc. shall not be responsible for any deviation from this drawino any failure to build the trussinconformancewithANSI/TPI 1, or for handling, shippinlq, installation and bracing of,trussesA seal on this dr wi g or cover page.. 675o Forum Drive listingthisdrawingindicatesacceptanceofproesstonaengineeringresponstbilltysolelyforthedesignshown. The suicablllty Suite 305 anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANS11TPI1Sec.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: w Jccsafe.org Orlando FL, 32821
SEQN: 177681 JACK Ply: 1 Job Number: 23891 CusC R408 JRef:1WKV4080002 T15
FROM: JTL Qty: 6 /JK Persaud, LLC -JK Persaud LLC DrwNo: 127.19.1316.32430
Truss Label: CA JB / FV 05/07/2019
12
5 C
I
2'
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U#
TCDL: 7.00 Speed: 140 mph Pf: NA Ce: NA VERT(LL): NA
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.000 D
Des Ld: 37.00
C NA HORZ(TL): 0.001 D
Code I Misc CriteriaNCBCLL: 10.00
Mean Height: 15.00 ItMeaHeight
TCDL: 4.2 psf Creep Factor: 2.0
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.573
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.063
Spacing: 24.0 " C&C Dist a: 3.00 It Rep Fac: Yes Max Web CSI: 0.000
Loc. from endwall: Any FT/RT:0(0)/l0(0)
GCpi: 0.18 Plate Type(s):
VIEW Ver: 17.02.01A.1114.20WindDuration: 1.60 WAVE
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Provide (2) 16d common(0.162"x3.5") toe -nails at top chord.
Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord
C
k,
1 iNo70773 *. „
a is1:. STATE OF ;
Cr
F(OR)P'
40-278 /
rjs
ONAl- 1
a\
05/
07/2019 8'
5"9 8
Maximum
Reactions (Ibs) Gravity
Non -Gravity Loc
R+ / R- / Rh / Rw / U / RL B
323 /- /- /263 /166 141 D - /-
34 I- /34 /34 /- C - /-
94 /- 172 /92 /- Wind
reactions based on MWFRS B
Brg Width = 7.6 Min Req = 1.5 D
Brg Width = 1.5 Min Req = - C
Brg Width = 1.5 Min 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, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI and SBCA) fo'r 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 chord shall have a pro erly attached rigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable.
Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings
160A-Z for standard plate positions. Alpine, a
division of ITW Build incL Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the µr , co.~ truss in
conformance with ANSI TPI 1, or for handling, shipping, installation and bracing oftrussesA seal on this drawing or cover page 6750 Forum Drive listing this
drawing indicates acceptance of proTesslonar engineering responsibility solely for the design shown. The sui ability Suite 305 and useofthisrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more
information see this job's general notes page and these web sites: ALPINE: www.al ineitw.corn; TPI: www.t inst.or ; SBCA: www.sbcindust .corn; ICC: w Jccsafe.orq Orlando FL, 32821
SEQN: 178184 JACK Ply: 1 Job Number: 23891 Cust: R408 JRef:1WKV4080002 T26
FROM: SLC Dry: 3 /JK Persaud, LLC -JK Persaud LLC DrwNo: 127.19.1316.35520
Truss Label: CAA JB / FV 05/07/2019
Loading Criteria (psf)
TC L L: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
12
C
1113X6
11 "4
2'0"12 - 1
11"4
Wind Criteria
Wind Std: ASCE 7-10
Speed: 140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
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
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
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 2017 RES
TPI Std: 2014
Rep Fac: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Refer to General Notes for additional information
Provide (2) 16d common(0.162"x3.5") toe -nails at top chord.
Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord.
T
rn
in
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.000 B 999 240
VERT(CL): 0.001 B 999 180
HORZ(LL): 0.000 B - -
HORZ(TL): 0.000 B
Creep Factor: 2.0
Max TC CSI: 0.613
Max BC CSI: 0.008
Max Web CSI: 0.242
VIEW Ver: 17.02.01A.1114.20
C, : No 70773
STATE OF ; LU
0-278 jONA-
05/07/2019
J9591—f-
8'
Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
E 293 /- /- /255 /173 I-
D 19 /- /- /13 /- I-
C - /-109 /- /102 /123 /41
Wind reactions based on MWFRS
E Brg Width = 6.9 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing E is a rigid surface.
Bearing E requires a seat plate.
Members not listed have forces less than 375#
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B - E 814 - 284
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, installingand bracing.Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r 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 chord shall have a propperly attached
riqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as
applicable. Apply Oates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. Defer to ALPINE
drawings160A-Z for standard plate positions. Alpine,
a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the - truss
in conformance with ANSI/l PI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page , , 6750 Forum Drive listing
this drawing, indicates acceptance of ppro esslona engineering responsibility solely for the design shown. The suifablllty Suite 305 anduseofthisdawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIITPI1Sec2. For
more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: w Jccsafe.org Orlando
FL, 32821
SEON: 178193 JACK Ply: 1 Job Number: 23891 Cust: R 408 JRef :1 WKV4080002 T7
FROM: SLC Oty: 1 /JK Persaud, LLC -JK Persaud LLC DrwNo: 127.19.1316.37110
Truss Label: CJ1B JB / FV 05/07/2019
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BOLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
12
5
B
1112X4 9'5"9
A
7-
T T
SO
0)
NT
D C
1112X4
Wind Criteria
Wind Std: ASCE 7-10
Speed: 140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
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
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
1
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 2017 RES
TPI Std: 2014
Rep Fac: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Refer to General Notes for additional information
Provide (2) 16d common(0.162" 0.5") toe -nails at top chord.
Provide (2) 16d common(0.162" 0.5") toe -nails at bottom chord.
an
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.000 A 999 240
VERT(CL): 0.000 A 999 180
HORZ(LL): -0.000 A - -
HORZ(TL): 0.000 A
Creep Factor: 2.0
Max TC CSI: 0.020
Max BC CSI: 0.008
Max Web CSI: 0.015
VIEW Ver: 17.02.01A.1114.20
III III //////
1 No 70773 * ,
i
STATE OF ; W
ice/ `,'•.!r,OR1OP'C9\
x#
0 278
0NA 1` li11111
05/07/2019
Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
D 35 /- /- /22 /11 I-
C 19 /- /- /13 /- /-
B 26 /- /- /9 /9 /12
Wind reactions based on MWFRS
D Brg Width = 6.9 Min Req = 1.5
C Brg Width = 1.5 Min Req = -
B Brg Width = 1.5 Min Req = -
Bearing D is a rigid surface.
Bearing D 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
s require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building nentSafetyInformation, by TPI an c7 SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary. er
BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly U
rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinq insTalled per BCSI sections B3, B7 or 810, cable.
Apply plates to each face. of truss and position as shown above and on the Joint9Detalls, unless noted otherwise. Refer to 3s
160A-Z for standard plate positions. a
division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the conformance
with ANSI/TPI 1, or for handling, shlppin , installation and bracing of,trussesA seal on this drawing or cover pa e . . thisdrawing, indicates acceptance of ppro)'esslonalq engineerinq responsibility solely for the design shown. The suit9ability 5e
of this drawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 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.com; ICC: w Jccsaf ALPINE
R
Co~ 6750
Forum Drive Suite
305 Orlando
FL, 32821
SEON:177684 JACK Ply: 1 JNumber: 23891 Cusl:R408 JRef:1WKV4080002 T14 FROM:
JTL Oty: 6 jobK Persaud, LLC -JK Persaud LLC DrwNo: 127.19.1316.38850 Truss
Label: CJ3 JB / FV 05/07/2019 Loading
Criteria (psf) TCLL
20.00 TCDL:
7.00 BCLL:
0.00 BCDL:
10.00 Des
Ld: 37.00 NCBCLL:
10.00 Soffit:
2.00 Load
Duration: 1.25 Spacing:
24.0 " 2'
Wind
Criteria Wind
Std: ASCE 7-10 Speed:
140 mph Enclosure:
Closed Risk
Category: II EXP:
C Kzt: NA 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
Top
chord 2x4 SP #2 Dense Bot
chord 2x4 SP #2 Dense 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 2017 RES TPI
Std: 2014 Rep
Fac:Yes FT/
RT:0(0)/10(0) Plate
Type(s): WAVE
Additional
Notes Refer
to General Notes for additional information Provide (
2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (
2) 16d common(0.162"x3.5") toe -nails at bottom chord. C0
Defl/
CSI Criteria PP
Deflection in loc L/defl L/# VERT(
LL): NA VERT(
CL): NA HORZ(
LL): 0.001 D HORZ(
TL): 0.002 D Creep
Factor: 2.0 Max
TC CSI: 0.329 Max
BC CSI: 0.100 Max
Web CSI: 0.000 VIEW
Ver: 17.02.01A.1114.20 000
I '>
No 70773jr
STATE
OF 'Au 40-
278 1111111 05/
07/2019 9'
3"9 N
8' Maximum
Reactions (Ibs) Gravity
Non -Gravity Loc
R+ / R- / Rh / Rw / U / RL B
285 /- I- /211 /95 /69 D
46 /- /- /45 /10 /- C
44 I- /- /20 /24 /- Wind
reactions based on MWFRS B
Brg Width = 7.6 Min Req = 1.5 D
Brg Width = 1.5 Min Req = - C
Brg Width = 1.5 Min 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 5ses
require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building 1p0nent
Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary. ing
per SCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly chedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracininslalledperBCSIsectionsB3, B7 or 610, Ipplicab-
le. Apply Oates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to vings
16OA-Z for standard plate positions. rip,
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the s
in conformance with ANSI/TPI 1, or for handling, shlppinq, installation and bracing of,trussesA seal on this drawing or cover pa e . . ng
this drawing, indicates acceptance of prolesslonarr engineering responsibility solely for the design shown. The sui ability use
of this dawing for any structure is fhe responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. lore
information see this job's general notes page and these web sites: ALPINE: w .alpineitw.com; TPI: w .tpinst.org; SBCA:—.sbcindustry.com; ICC:—.iccsaf ALPINE
mvco.
pn 6750
Forum Drive Suite
305 Orlando
FL, 32821
SEQN: 178187 JACK Ply: 1 Job Number: 23891 Cust: R 408 JRef: 1WKV41180002 T10
FROM: SLC Qty: 3 /JK Persaud, LLC -JK Persaud LLC DrwNo: 127.19.1316.42987
Truss Label: CJ3A JB / FV 05/07/2019
T
SO
V
Loading Criteria (psf)
TC L L: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld. 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
III3X6
2'0"12
Wind Criteria
Wind Std: ASCE 7-10
Speed: 140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
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
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
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 2017 RES
TPI Std: 2014
Rep Fac: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Additional Notes
Refer to General Notes for additional information
Provide (2) 16d common(0.162"0.5") toe -nails at top chord.
Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord.
C
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.000 B 999 240
VERT(CL): 0.000 B 999 180
HORZ(LL): -0.000 B - -
HORZ(TL): 0.000 B
Creep Factor: 2.0
Max TC CSI: 0.352
Max BC CSI: 0.097
Max Web CSI: 0.110
VIEW Ver: 17.02.01A.1114.20
I I I I I 111 ////
apNDO y/
73
ti
No 707'
Ir
STATE OF
t p tOR1OP
0-278 SS/ONA ?G
IIIIIII\\\
05/07/2019
10'3"9
I
Maximum Reactions (lbs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
E 276 /- I- /221 /121 /-
D 59 /- /- /41 /- /-
C 38 /- /- /45 /28 /6E
Wind reactions based on MWFRS
E Brg Width = 6.9 Min Reg = 1.5
D Brg Width = 1.5 Min Reg = -
C Brg Width = 1.5 Min Reg = -
Bearing E is a rigid surface.
Bearing E 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, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r 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 chord shall have a properly attached
rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, B7 or 610, as
applicable. Apply plates to each face oftrussand position as shown above and on the JoinDetails, unless noted otherwise. kefer to ALPINE drawings
16OA-Z for standard plate positions. Alpine, a
division of ITW Build incLQComponents Group Inc., shall not be responsible for any deviation from this drawinp anyy failure to build the _n co,,,,,,,,,. truss in
conformance with ANSI/TPI 1, or for handling, shipping, installatidn and bracing of.trussesA seal on this dr8wili9 or cover page , , 6750 Forum Drive listing this
drawing, indicates acceptance of pproTesslonarr engineering responsibility solely for the design shown. The suitability Suite 305
and useofthisdawingforanystructureisfheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. For more
information see this job's general notes page and these web sites: ALPINE: w .alpineitw.com; TPI: www.tpinst.or9; SBCA: www.sbcindust .com; ICC: w .iccsafeorg Orlando FL, 32821
SEOIV: 178197 JACK Ply: 1 Job Number: 23891 Cust: R 408 JRef:1 WKV4080002 T30
FROM: SLC Oly: 1 /JK Persaud, LLC -JK Persaud LLC Dnallo: 127.19.1316.44997
Truss Label: CJ38 JB / FV 05/07/2019
Loading Criteria (psf)
TC L L: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des W. 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
12
5 B
j
10'3"9
r._ I
V/
1112X4
A _
M N
V
rp
V
Lj
C
1112X4
211 4
f
2'11"4
Wind Criteria
Wind Std: ASCE 7-10
Speed: 140 mph
Enclosure: Closed
Risk Category: II
EXP: C KzL NA
Mean Height: 15.00 fl
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 It
GCpi: 0.18
Wind Duration: 1.60
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
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 2017 RES
TPI Std: 2014
Rep Fac: Yes
FT/RT:0(0)/l 0(0)
Plate Type(s):
WAVE
Additional Notes
Refer to General Notes for additional information
Provide (2) 16d common(0.162"x3.5")toe-nails at top chord.
Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord.
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.000 A 999 240
VERT(CL): 0.000 A 999 180
HORZ(LL): -0.000 A - -
HORZ(TL): 0.000 A
Creep Factor: 2.0
Max TC CSI: 0.148
Max BC CSI: 0.097
Max Web CSI: 0.032
VIEW Ver: 17.02.01A.1114.20
o\\II III//////
No 70773
Y l *
j -
STATE OF W=
0Xp p1 N
0 278 /s/0NA„
Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
D 110 /- /- 170 /39 /-
C 59 /- /- 41 /- /-
B 81 /- /- 27 /27 /40
Wind reactions based on MWFRS
D Brg Width = 6.9 Min Reg = 1.5
C Brg Width = 1.5 Min Reg = -
B Brg Width = 1.5 Min Reg = -
Bearing D is a rigid surface.
Bearing D requires a seat plate.
Members not listed have forces less than 375#
05/07/2019
WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
sses require extreme care in fabricating, handlingshipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building nponent
Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary. ing
per BCSI. Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly ched
rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections 83, B7 or B10 applicable.
Apply plates to each face, of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to' Kings
160A-Z for standard plate positions. ng,
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,anv failure to build the s
in conformance with ANSI/TPI PI1, or for handling, shipping, installation and bracing of,trussesA seal on this drawirsg or cover page . . ng
this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui ability IuseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSUTPI1Sec.2. ALPINE
Co
6750
Forum Drive Suite
305 Orlando
FL, 32821
SEQN: 177687 JACK Ply: 1 Job Number: 23891 Cust: R408 JReCtWKv4080002 T13
FROM: JTL Qty: 6 /JK Persaud, LLC -JK Persaud LLC DrwNo: 127.19.1316.46473
Truss Label: CJ5 JB / FV 05/07/2019
Loading Criteria (psf)
TC L L: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
i 2'
Wind Criteria
Wind Std: ASCE 7-10
Speed: 140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
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: not in 4.50 It
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SIP #2 Dense
Bot chord 2x4 SIP #2 Dense
Wind
Wind loads based on MWFRS with additional C&C
member design.
5'
5'
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Additional Notes
Refer to General Notes for additional information
Provide (2) 16d common(0.162"x3.5") toe -nails at top chord.
Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord.
Defl/CSI Criteria
PP Deflection in loc L/defl U#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): 0.003 D
HORZ(TL): 0.005 D
Creep Factor: 2.0
Max TC CSI: 0.350
Max BC CSI: 0.207
Max Web CSI: 0.000
VIEW Ver: 17.02.01A.1114.20
No 70773 * 1
STATE OF 1 Au
0-278 IIIIIII't
05/07/2019
C.
M
8'
Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 341 I- I- /240 /100 /9E
D 85 /- /- /66 /1 /-
C 107 I- /- /37 /55 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Reg = 1.5
D Brg Width = 1.5 Min Reg = -
C Brg Width = 1.5 Min 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, 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 temporary
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as
applicable. Apply plates to each face, oftrussand position as shown above and on the Joint -Details, unless noted otherwise. kefer to ALPINE drawings
160A-Z for standard plate positions. Alpine, a
division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,anv failure to build the we,µtruss in
conformance with ANSI/TPI 1, or for handling, shlppinq, installation and bracing of.trussesA seal on this drawi g or cover page , , 6750 Forum Drive listing this
drawing, indicates acceptance of prolesslonarr engineering responsibility solely for the design shown. The suitability Suite 305 and useofthisr7awingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI(TPI 1 Sec.2. For more
information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: w .t inst.or ; SBCA: www.sbcindust .com; ICC: w Jccsafe.org Orlando FL, 32821
SEON: 178232 JACK Ply: 1 Job Number: 23891 Cust: R 408 JRef:1WKV40110002 T21
FROM: SLC Oty: 1 /JK Persaud, LLC -JK Persaud LLC DnvNo: 127.19.1316.47980
Truss Label: EA JB / FV 05/07/2019
12
5
C
IIIB2X4 9-513
A Cl) -
v in
U 8'
E D
III3X6
V 8
11"14
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: N/
TCDL: 7.00 Speed: 140 mph Pf: NA Ce: NA
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA
BCDL: 10.00 Risk Category: II Snow Duration: NA
EXP: C Kzt: NA
Des Ld. 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.2 psf
Code / Misc Criteria
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014
Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes
Loc. from endwall: Any FT/RT:0(0)/10(0)
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Provide (2) 16d common(0.162"x3.5") toe -nails at top chord.
Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord.
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.000 B 999 240
VERT(CL): 0.000 B 999 180
HORZ(LL): -0.000 B - -
HORZ(TL): 0.000 B
Creep Factor: 2.0
Max TC CSI: 0.216
Max BC CSI: 0.009
Max Web CSI: 0.128
VIEW Ver: 17.02.01A.1114.20
0\111111//////
PNDO
No 70773 * i
STATE OF 40
FlOR10?
s
CN=\
f#
o 27s /S ONA 11O?
05/07/2019
Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
E 164 /- /- /138 /86 /-
D 20 I- /- /14 /- I-
C - /-23 /- /40 /42 /31
Wind reactions based on MWFRS
E Brg Width = 6.9 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing E is a rigid surface.
Bearing E requires a seat plate.
Members not listed have forces less than 375#
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B - E 429 -154
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
sses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
nponent Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
mg per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
shed rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10 applicable.
Apply plates to each face of ttruss and position as shown above and on the Joint9Details, unless noted otherwise. f7efer to a
division of ITW Buildin4Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the 1
conformance with ANSI TPI 1, or for handling, shipping, installation and bracing oftrussesA seal on this drawing or cover page this
drawing indicates acceptance of proTessionar engineering responsibility solely for the design shown. The sui ability B
seofthisdrawingforanystructureistheresponsibilityoftheuilding Desigrier per ANSI/TPI 1 Sec.2. ALPINE
w
my CoMourr 6750
Forum Drive Suite
305 Orlando
FL, 32821
SEON: 178190 EJAC Ply: 1 Job Number: 23891 Cust: R408 JRef:1WKV4080002 T9
FROM: SLC Qty: 4 /JK Persaud, LLC -JK Persaud LLC DrwNo: 127.19.1316.51063
Truss Label: EJ5 JB / FV 05/07/2019
P
V
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
1113X6
2'0"12
4' 1 1 "4
4'11"4
Wind Criteria
Wind Std: ASCE 7-10
Speed: 140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
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 It
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
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 2017 RES
TPI Std: 2014
Rep Fac: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Refer to General Notes for additional information
Provide (2) 16d common(0.162"x3.5") toe -nails at top chord.
Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord.
C
Defl/CSI Criteria
PP Deflection in loc L/deft L/#
VERT(LL): 0.006 B 999 240
VERT(CL): 0.001 B 999 180
HORZ(LL): -0.001 B - -
HORZ(TL): 0.001 B
Creep Factor: 2.0
Max TC CSI: 0.373
Max BC CSI: 0.277
Max Web CSI: 0.113
VIEW Ver: 17.02.01A.1114.20
0\t 11111/!//
i/
No 70773
a=
STATE OF ;
0
tOR .to - G
0 278 yyS ONA ;
05/07/2019
rn
M
8,
Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
E 334 /- I- /253 /141 /-
D 99 /- /- /69 /- /-
C 111 /- /- /40 /21 /96
Wind reactions based on MWFRS
E Brg Width = 6.9 Min Req = 1.5
D Brg Width = 1.5 Min Reg = -
C Brg Width = 1.5 Min Reg = -
Bearing E is a rigid surface.
Bearing E requires a seat plate.
Members not listed have forces less than 375#
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B - E 379 - 285
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 temporary
bracing per SCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly
attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to
ALPINEdrawings160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the µMco,,,,,,.,
truss in conformance with ANSI/1 PI 1, or for handling, shipping, installation and bracing of.trussesA seal on this droving or cover page.. 6750 Forum Drive
listing this drawing, indicates acceptance of ro esslona engineering responsibilittyv solely for the design shown. The sui ability Suite FosanduseofthisdrawingforanystructureistheresponsibilityofthebuildingDesiglierperANSI/TPI 1 Sec.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, 32821
SEQN: 177693 EJAC Ply: 1 Job Number: 23891 Cust: R408 JRef:1WKV4080002 T16
FROM: JTL Oly: 18 /JK Persaud, LLC -JK Persaud LLC DrwNo: 127.19.1316.53697
Truss Label: EJ7 JB / FV 05/07/2019
T- 4"1i
Loading Criteria (pso
TC L L: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
2
7,
Wind Criteria
Wind Std: ASCE 7-10
Speed: 140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 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
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
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 2017 RES
TPI Std: 2014
Rep Fac: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Additional Notes
Refer to General Notes for additional information
Provide (2) 16d common(0.162"x3.5") toe -nails at top chord.
Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord.
Defl/CSI Criteria
PP Deflection in loc L/defl U#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): 0.011 D
HORZ(TL): 0.020 D
Creep Factor: 2.0
Max TC CSI: 0.548
Max BC CSI: 0.436
Max Web CSI: 0.000
VIEW Ver: 17.02.01A.1114.20
ENS
r\
No 70773
a -
STATE OF 4!
tOP \
Z\
oR
0 278 //S ONA ;,\
05/07/2019
L
Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 408 /- /- /279 /113 /124
D 124 /- /- /88 /3 /-
C 162 I- /- /61 /84 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Reg = 1.5
D Brg Width = 1.5 Min Reg = -
C Brg Width = 1.5 Min 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, handlin 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 temporary bracing
per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as
applicable. Apply plates to each faceof truss and position as shown above and on the Joinf-Details, unless noted otherwise. Defer to ALPINE drawings
160A-Z for standard plate positions. Alpine, a
division of ITW BuildincL Components Group Inc. shall not be responsible for any deviation from this drawino any failure to build the truss inconformancewithANSITPI1, or for handling, shipping, installation and bracing of trussesA seal on this dr wing or cover page. , 6750 Forum Drive listing thisdrawingindicatesacceptanceofproesslonaengineeringresponsibilitysolelyforthedesignshown. The suifablllty Suite 305 and useofthisgnawingforanystructureisfhheresponsibilityoftheBuildingDesigrferperANSI/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: v .sbcindust .com; ICC: w Jccsafe.orq Orlando FL, 32821
SEON: 178227 HIP_ Ply: 1 Job Number: 23891 Cust: Ra08 JRef:tKV4080002 T19
FROM: SLC Oty: 1
W/
JK Persaud, LLC -JK Persaud LLC DrwNo: 127.19.1316.55210
Truss Label: HA JB / FV 05/07/2019
Loading Criteria (psf)
TC L L: 20.00
TCDL 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
12
3.54 C::-
i 211 "
Wind Criteria
Wind Sid: ASCE 7-10
Speed: 140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
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
Top chord 2x4 SP #1 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
1113X6
114111
1'4"1
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 2017 RES
TPI Sid: 2014
Rep Fac: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Refer to General Notes for additional information
Provide (2) 16d common(0.162" 0.5") toe -nails at top chord.
Provide (2) 16d common(0.162" 0.5") toe -nails at bottom chord.
C
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): -0.000 B 999 240
VERT(CL): 0.001 B 999 180
HORZ(LL): -0.000 B - -
HORZ(TL): 0.000 B
Creep Factor: 2.0
Max TC CSI: 0.886
Max BC CSI: 0.018
Max Web CSI: 0.310
VIEW Ver: 17.02.01A.1114.20
No 70773
STATE OF J
ORk
0-278 //S ONA ;,
05/07/2019
9'5"10
O
N
O
to
I
8,
Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
E 151 /- /- /325 /298 /-
D 27 /- /- /19 /- /-
C - /-61 /- /154 /150 /54
Wind reactions based on MWFRS
E Brg Width = 9.0 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing E is a rigid surface.
Bearing E requires a seat plate.
Members not listed have forces less than 375#
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B - E 1042 - 306
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatinq, 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
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached ri Id ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or k310, as applicabgle. Applgy 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 Build inccLLComponents Group Inc., shall not be responsible for any deviation from this drawin auy, failure to build the µwca,,,,,,,,.
truss in conformance with ANSI/fPI 1, or for handling, shipping, installatidn and bracing of.trussesA seal on this drewirSg or cover page. 6750 Forum Drivelistingthisdrawing, indicates acceptance of pro essiona en meerm res onslbilltty solely for the de si n shown. The suit -ability Suite FosandseofthisdrawingforanystructureisfheresponsibilitygoftheBuildingDesigrferperANSI/TPI 1 Sec.2. tY
for more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.tpinst.or ; SBCA: www.sbcindust .coin; ICC: w Jccsafe.org Orlando FL, 32821
SEON: 178200 HIP_ Ply: 1 Job Number: 23891 Cust: R408 JRef:1WKV4080002 T17
FROM: SLC Oly: 2 /JK Persaud, LLC -JK Persaud LLC DnvNo: 127.19.1316.56870
Truss Label: HJ5 JB / FV 05/07/2019
12
11 1 "5
3.54
3X4
M
B
M
a
8'
F ED
Loading Criteria (psf)
TC L L: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
III 3X6 = 3X4
2'11" -I 68 5
6'8"5
Wind Criteria
Wind Std: ASCE 7-10
Speed: 140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
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
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Special Loads
Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 0 plf at -2.92 to 55 plf at 0.00
TC: From 2 plf at 0.00 to 2 plf at 6.92
BC: From 0 plf at -2.92 to 4 plf at 0.00
BC: From 2 plf at 0.00 to 2 plf at 6.92
TC: -74 lb Conc. Load at 1.33
TC: 76 lb Conc. Load at 4.15
BC: 38 lb Conc. Load at 1.33
BC: 118 lb Conc. Load at 4.15
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
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 2017 RES
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Refer to General Notes for additional information
Top chord overhangs have been checked only for
loads as indicated. Overhangs not checked for man
loads or long-term deflection.
Provide (2) 16d common(0.162"x3.5") toe -nails at top chord.
Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord.
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.004 E 999 240
VERT(CL): 0.009 E 999 180
HORZ(LL): 0.001 B - -
HORZ(TL): 0.002 B
Creep Factor: 2.0
Max TC CSI: 0.450
Max BC CSI: 0.563
Max Web CSI: 0.246
VIEW Ver: 17.02.01A.1114.20
aPp00
EN3F
i
t No 70773
jr-
i'OSTATE OF ; u iLO
R 1OP o z7
s sS () N AL 05/07/
2019 6'1'
1"1 Maximum Reactions (
Ibs) Gravity Non -
Gravity Loc R+ /
R- / Rh / Rw / U / RL F 255 /- /- /- /
258 /- D 138 /-
I- /5I- C 39
I- /- /- /61 /- Wind reactions
based on MWFRS F Brg
Width = 9.0 Min Req = 1.5 D Brg
Width = 1.5 Min Reg = - C Brg
Width = 1.5 Min Reg = - Bearing F
is a rigid surface. Bearing F
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, handlingshipping, installingand 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 properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling
Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply
Oates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Defer to ALPINE drawings 160A-
Zforstandardplatepositions. Alpine, a division
of ITW Building Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the µa,, o , truss in conformance
with ANSI/l PI 1, or for handling shipping, installation and bracing of trussesA seal on this dr wing or cover page , . 6750 Forum Drive listing this drawing
indicates acceptance of pro esslona engineering responsibility solely for the design shown. The sui ability Suite 305 and use ofthisdrawingforanystructureispheresponsibilityoftheBuildingDesignerperANSIlTPI1Sec.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: w Jccsafe.org Orlando FL, 32821
SEQN: 177690 HIP_ Ply: 1 Job Number: 23891 Cust: R408 JRef:1WKV4080002 T18
FROM: JTL Qty: 3 /JK Persaud, LLC -JK Persaud LLC DrwNo: 127.19.1317.00520
Truss Label: HJ7 JB / FV 05/07/2019
12
3.54 C7::::-
B
4i'1
A
2X4(A1)
2'9„ 15 _F
Loading Criteria (psi) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 140 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
EXP: C KzL NA
Des Ld: 37.00 Mean Height: 15.00 ft
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #1 Dense
Webs 2x4 SP #3
Special Loads
Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 0 plf at -2.83 to 55 plf at 0.00
TC: From 2 plf at 0.00 to 2 pit at 9.84
BC: From 0 plf at -2.83 to 4 plf at 0.00
BC: From 2 plf at 0.00 to 2 plf at 9.84
TC: -58 lb Conc. Load at 1.41
TC: 88 lb Conc. Load at 4.24
TC: 213 lb Conc. Load at 7.07
BC: -2 lb Conc. Load at 1.41
BC: 91 lb Conc. Load at 4.24
BC: 171 lb Conc. Load at 7.07
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
5'4"5
5'4"5
9,6„
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:0(0)/l 0(0)
Plate Type(s):
WAVE
Refer to General Notes for additional information
Provide (2) 16d common(0.162"x3.5") toe -nails at top chord.
Provide (3) 16d common(0.162"x3.5") toe -nails at bottom chord.
9'10"1
4'5" 12
2X4
C
Defl/CSI Criteria
PP Deflection in loc L/defl U#
VERT(I LQ: -0.025 F 999 240
VERT(CL): 0.062 F 999 180
HORZ(LL): -0.008 F - -
HORZ(TL): 0.021 F
Creep Factor: 2.0
Max TC CSI: 0.408
Max BC CSI: 0.768
Max Web CSI: 0.235
VIEW Ver: 17.02.01A.1114.20
ooAoo
C ,
No 70773
STATE OF /t
r i'cE` ' F ORIGP'. GN'
Z'\
S/ N" -
Ila: \
90-278 !!01HI1 0\\\
05/07/2019
D
T TWO111115
M
N
M
O
V
E F
4X4
4"1
I _-
9'10"1
Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 334 I- /- /- /323 /-
E 299 /- /- /- /102 /-
D 53 /- /- /- /16 /-
Wind reactions based on MWFRS
B Brg Width = 10.0 Min Req = 1.5
E Brg Width = 1.5 Min Req = -
D Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B -C 316 -455
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B - F 463 - 267
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C - F 284 - 492
WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
sses require extreme care in fabricating, handlingshipping, installing.and bracing. Refer to and follow the latest edition of BCSI (Building
nponent Safety Information, by TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
ing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
ched rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing9 installed per BCSI sections B3, 67 or 610,
applicable. Apply plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to pings
160A-Z for standard plate positions. ne,
a division of ITW Buildin4Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the s
in conformance with ANSIITPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover paqe . . ing
this drawing indicates acceptance of pro essrona engineering responsibility solely forthe design shown. The suitability I
use of this a awing for any structure is the responsibility of the Building Desigrier per ANSIlTPI 1 Sec.2. ALPINE
IN
R 001 F Y 6750
Forum Drive Suite
305 Odando
FL, 32821
CLR Reinforcing 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-ReinfOY'Cement: 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-relnforcement or
L-reinforecement or scab reinforcement.
Alternative reinforcement specified in chart below may be conservative.
For minimum alternative reinforcement, re -run design with appropriate
reinforcement type.
Use scabs Instead of L- or T- reinforcement on webs with intersecting
truss ,Joints, such as K-web ,Joints, that may Interfere with proper
application along the narrow face of the web.
Web Member Specified CLR Alternative Reinforecement
Size Restraint T- or L- Reinf. Scab Reinf.
2x3 or 2x4 1 row 2x4 L-2x4
2x3 or 2x4 2 rows 2x6 2-2x4
2x6 1 row 2x4 1-2x6
2x6 2 rows 2x6 2-2x4010
2x8 1 row 2x6 1-2x8
2x8 2 rows 2x6 2-2x6OK)
T-relnforcement, L-rein forcement, or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise on Engineer's sealed design.
010 Center scab on wide face of web. Apply (1) scab to each
face of web.
Apply to either side of web narrow face.
Attach with 10d (0.128'x3.0',min) naps
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.
ssVARNDG— READ AND FRLaV ALL NOTES [IN THIS DRAWING
esDPMTANTse FIIRMSN THIS DRAWING TO ALL CONTRACTORS D4CLUDING THE INSTALLERS.
Trusses require extrent care In fabrcathg, handing, shipping, Installing and bracing. Refer to and
follow the latest edition of BCSI (Budding Component Safety Infornation, by TPI and SBCA) far 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 botton chor
we shall have a properly attached rlgW ceiling. Locations shown for permanent lateral restraint of webs
r shall have bracing installed per SCSI sections the J or Details, as unless d of plates to endu facedIII--, of truss and position all shorn above and on tint Joint 1110, as, unless noted otherwise.
Refer to drawings 16GA-Z for standard plate positions.
Alpine division of ITV Binding Components Grail Inc shaft not be responsible for any deviation frr, AN RW ODMPMNY this drokV any fall— to build the truss In conformance tth ANSI/TPI 1, or for handling, shlpping, stnllatlonabracingoftrusses. A
seal on this drawing or cover page listing this drawing, "cates acceptance of professlonot 13723\
Riverpod\ Onve ergti<er'h0 r esponsthl)ty solely for the deslgn shown The suttabllty and use of this dwwYg Suite\
200 for any struchre Is the responsblity of the Buddng Desfgvr per ANSLTPI 1 Sec2. Maryland\
Heights,\ MO\ 63043 For nort Information set this Job's general notes page and these web sites. ALPINE. •
w.alpIneltwconl TIP L www.tpnstarpJ SBCM w.w.sbclndustry.orgi ICG ww.Jccsnf..org Scab
1111111
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STATE OF •' Lam` LL C
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LD. 07/
2 SPACING T-
Reinf. L-Reinf. PSF
rDEFPSF
PSFPSF
PSF
CLR
Subst. 01/
02/19 BRCLBSUB0119
0-
278