545 Atlantic Beach Ct SFR permit •?j y1+IJr r�
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
jJ ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5814
..rf
SINGLE FAMILY DWELLING NEW
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
JOB INFORMATION:
Job ID: 16-SFR-2046
Job Type: SINGLE FAMILY RESIDENCE
Description: NEW SINGLE FAMILY
Estimated Value: $468,138.00
Issue Date: 10/28/2016
Expiration Date: 4/26/2017
PROPERTY ADDRESS:
Address: 545 ATLANTIC BEACH CT
RE Number: None
GENERAL CONTRACTOR INFORMATION:
Name: TOLL BROS.,INC
,CGC 1510225
Address: 250 GIBRALTAR RD STEVEN R MERTEN
Phone: -PERMIT INFORMATION:
FEES:
ENG REV RESIDENTIAL BLD $100.00
PLAN CHECK FEES $792.21
UTIL REV RESIDENTIAL BLDG $50.00
BUILDING PERMIT FEE $1,584.41
STATE DCA SURCHARGE $23.77
STATE DBPRSURCHARGE
$$223.777
EMTAA yK4AGORDANCE$A1W9LCC
ITy OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
Rdid®NG CODES.
WATER ' jM DEV $1 ,140.00
c"G CITY OF ATLANTIC BEACH
WATE CT/T & $185.00 800 SEMINOLE ROAD
METE J ` - ;r ATLANTIC BEACH, FL 32233
WAT E R\'C SS E C T I O N $50.00 INSPECTION PHONE LINE 247-5814
JF�19''
METER
Total Payments: $8,184.16
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
I ,
rs�:Ly;y� City of Atlantic Beach
os �� APPLICATION NUMBER
Building Department
(To be assigned by the Building Department.)
800 Seminole Road i ' SER
E R - 2C4(.=,2 C4
Atlantic Beach, Florida 32233-5445 J
Phone(904) 247-5826 - Fax(904)247-5845 p
E-mail: building-dept@coab.us Date routed: 1�
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Q C
Property Address: � C� PaLNOY( Department review required Yes o
Buildin
Applicant: � L� — L Planning &Zoning
ree or
Project: ev ioPublic Works
Public Uti ities �
Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St. Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: Approved. ❑Denied.
(Circle one.) Comments:
BUILDING
PLANNING&ZONING p
Reviewed by: �' Date: l'
TREE ADMIN. Second Review:
❑Approved as revised. ❑Denied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
Revised 07/27110
SyLy;y+, City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
800 Seminole Road c
Atlantic Beach, Florida 32233-5445 SI
Phone(904)247-5826 • Fax(904)247-5845 p
E-mail: building-dept@coab.us IL Date routed: 1�
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
C
Property Address: Y� f Department review required Yes No
Building
Applicant: � (_� �— L Planning&Zoning
ree- or
Project: Q H yl Public Works
Public ti ities
Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St. Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: ;Approved. ❑Denied.
(Circle one.) Comments:
BUILDING
PLANNING&ZONING Reviewed by: 1'�+� 1 Date:
TREE ADMIN. Second Review:
❑Approved as revised. ❑Denied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
Revised 07/27/10
NOTICE OF COMMENCEMENT
State of: FLORIDA Tax Folio No. 169505-1430
County of: DUVAL
To Whom It May Concern:
The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of
the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT.
Legal Description of property being improved: Lot 27 Atlantic Beach Country Club Unit 2,67-132-08-2S-29E.22
Address of property being improved: 545 Atlantic Beach Drive,ATLANTIC BEACH FL 32233
General description of improvements: NEW HOME CONSTRUCTION
Owner:TOLL FL VI LIMITED PARTNERSHIP Address: 250 GIBRALTAR RD. HORSHAM,PA 19044
Owner's interest in site of the improvement: FEE SIMPLE
Fee Simple Titleholder(if other than owner):
vName:
Contractor. TOLL BROS.,INC.
Address: 160 CAPE MAY AVE.PONTE VEDRA.FL 32081
Telephone No: 904-217-3852 Fax No: 904-460-2683
Surety(if any)
Address: Amount of Bond$
Telephone No: Fax No:
Name and address of any person making a loan for the construction of the improvements
Name:
Address:
Phone No: Fax No:
Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be
served: Name: STEVE MERTEN
Address: 160 CAPE MAY AVE.PONTE VEDRA,FL 32081
Telephone No: 904-217-3852 Fax No: 904460-2683
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.06(2)(b),Florida Statues. (Fill in at Owner's option)
Name:
Address:
Telephone No: Fax No:
Expiration date of Notice of Commencement(the expiration date is one(1)yea om the date of recording unless a different date is
specified):08/30/2017
THIS SPACE FOR RECORDER'S USE ONLY OWNER
Signed: DI V/5/00 5Y. Pf Date:
Before m this -31 day of Ams us F in the County of St.Johns,State
Of Florida,has personally appeared_5frv.p_Mere ey.
Notary Public at Large,State of Flo 'da,County of Duval.
My commission expires: / /7
Personally Known: or
Doc#2016208882,OR 6K 17703 Page 683, Produced Identification:
Number Pages:1
Recorded 09/09/2016 at 09:54 AM,
Ronnie Fussell CLERK CIRCUIT COURT DUVAL —
COUNTY tPa "�e`'•
;_°., .� P.IEL SSA 1-1!;31=iP0AN
RECORDING$10.00 ` MY COMMISSION#FF055605
City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
800 Seminole Road 1= E IV E; K e _ C`J ER , 2 04
s� Atlantic Beach, Florida 32233-5445 3
� v Phone(904)247-5826 - Fax(904)247 5 pp t�
E-mail: building-dept@coab.us SEP 13 2016 Date routed: 9
City web-site: http://www.coab.us
4
APPLICATION REVIEkAND TRACKING FORM
Cl-
Property
Property Address: S4 J 1:\'TLW7(C E-6, Department review required Yes No
1_ Building
Applicant: �O�L 1— L. fanning &Zonin
ree or
Project: Public Works
Public U i ities `
Public Safety
Fire Services
Review fee $ DeptlSignature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St. Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS oem
Q /
Reviewing Department First Review: Approved. [-]Denied. /���✓6�/J
(Circle one.) Comments:
BUILDING wYv
PLANNING &ZONING Reviewed by: Date: s
TREE ADMIN. ❑App d.ie
Second Review: roved as revised. ❑
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied.
Comments:
Reviewed by: Date.-
Revised
ate:Revised 07/27/10
i 4
� t
i
a
City of Atlantic Beach �� 1 APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
800 Seminole Road SEP 13 20%
,9 �' Atlantic Beach, Florida 32233-5445 U
i& – Q,-)FK ^ Z
Phone(904)247-5826 - Fax(904) 1371r5845 p
E-mail: building-dept@coab.us LDate routed: 1�
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
CC.
Property Address: B� f�\-TL_P��3y(cDepartment review required Yes No
�" Buildin
Applicant: 1, G'(_� L Planning &Zoning
ree or
Project: C-16 LF F�)/j I L Ll Public Works�>
Public ti hies i�
Public Safety
Fire Services
Review fee $ Dept Signature >Z �
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St. Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: Approved. ❑Denied.
(Circle one.) Comments:
BUILDING
PLANNING &ZONING *— g
Reviewed by: y / A'- Date:
TREE ADMIN. Second Review:
❑Approved as revised. ❑Denied.
IC WOR1�S Comments:
PU�BjIC UTILITIES
/'��66
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
Revised 07/27/10
-S
CITY OF ATLANTIC BEACH
ss�
=� PUBLIC UTILITIES
1200 Sandpiper Lane
�. ATLANTIC BEACH,FL 32233
Ji31�� (904) 270-2535 or(904)247-5874
NEW WATER/SEWER TAP REQUEST
Date: 9_/3_Ify Project Address: SYS i`/I 4 +17�1
No. of Units: Commercial Residential ✓ Multi-Family
New Water Tap(s)&Meter(s) Meter Sizes) 31cl "
New Irrigation Meter ✓ Upgrade Existing Meter from to (size)
New Reclaim Water Meter - Size New Connection to City Sewer
Name:
Applicant Address:
City: State: Zip
Phone Number: Cell Number:
Email Address Fax:
Signature:
(Applicant)
CITY STAFF USE ONLY
Application# Fit— 20 Y(o
Water System Development Charge $ l N0, Ulf
Sewer System Development Charge $ q7
Water Meter Only $ / s—, &3
Reclaim Meter Only $ DO
Water Meter Tap $ (notes)
Sewer Tap $
Cross Connection $ sO, OIC
Other $
TOTAL $ S, &/O, va
APPROVED: Kayle Moore,PE
(Deputy PW Director or Authorized Signature)
ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES
CAN BE ASSESSED
OFFICE COPY
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Road,Atlantic Beach,FL 32233
Office(904)247-5826 Fax(904)247-5845
cv t/6- S'FR-da z16
Job Address: 545 Atlantic Beach Drive.Atlantic Beach,FL 32233 Permit Number:
Legal Description Lot 27 Atlantic Beach Country Club Unit 1 67-52-08-2S-29E22 Parcel
Floor Area of Sq.Ft. Sqq.Ft
Valuation of Work S 468,138 Proposed Work heated/cooled 4.021 non-heated/cooled 1.329 .-rC rA L
5:56-0
Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door
Use of existing/proposed structures)((circle one): Commercial Cidential
If an existing structure,is a fire sprinid
er system installed?(Circle one): N/A
Florida Product Approval#See attached
For multiple products use product approval form
Describe in detail the type of work to be performed:New Residential Constriction
Property Owner Information:
Name:TOLL FL VI LIMITED PARTNERSHIP Address: 160 Cape May Avenue
City Ponte Vedra State R Zip 32081 Phone 904 217-0739
E-Mail or Fax#(Optional)arogers@tollbrothers.com
Contractor Information: CONTRACTOR EMAIL ADDRESS: aroaers6R011brothers.com
Company Name:Toll Bros-Inc.Qualifying Agent:Steven R Merten
Address: 160 Cape May Avenue City Ponte Vedra State FL Zip 32081
Office Phone 904 217-0739 Job Site/Contact Number 904 386-6472 Fax#
State Certification/Registration#CGC 1510225
Architect Name&Phone#
Engineer's Name&Phone#
Fee Simple Title Holder Name and
Address
Bonding Company Name and
Address
Mortgage Lender Name and Address
Application is here made to obtain a permit to do the work and installations as indicated I certify chat no work or installation has commenced prior to the
issuance of a perm and that all work will be performed to meet the standards of all laws regulating conshVctiors in this jurisdiction This permit becomes
null and void rf work is not commenced within six(6)months,or if construction or work is suspended or abandoned for a period ofsiz(6)months at arty time
after work is commenced 1 understand that separate permits must be secured for Efectrtca!Work,Plttrrtlrin�Signs, Wefts,Pools,Furnaces,Boners,
Beaters,Tanks and Air Conditioners,etc
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMTROVEMENTS
TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING Y6Ui NOTICE OF
COMMENCEMENT.
I hereby certfy that I have read and examined this ap lication and know the same to be true and correct. All provisions of laws and ordinances governing
this type of work will be complied with whether specrd herein or not Tire grantin of a permit does not presume to give authority to violate or cancel the
provisions of any other federal,stay1ocalgelating construction or the pe,jormance of construction.
Signature of Owner Signature of Contractor
Print Name Steve Merte Division Sr.Vice President Print Name Steve MertZ.Division Sr.Vice President
Before me Before me
this 31 Dav of August .2 016 this 31 v of Auggst 2016
No lic No Pu 1c
Revised 01.26.10
F Y L<'• I'.^�• 1 F i BrEPLIAN �tPpY pLP< IVI EUSSA L1c3cF1i�rt!-`.td
Lt��
(:-Y COMMISSION#F__055605 Iv1Y COivImISSION YFF055305
EXPIRES Sept ernber 18.2017 ,�•;� �' EXPIRES September 18.2017
cC?'3 :.-0153 Flcndaldotary6ervicr:.00m µC?}?9!1•C153 FlcridaNatarySerycc.com
OFFICE COPY
DO NOT WRITE BELOW- OFFICE USE ONLY
Applicable Codes: 201 FLORIDABUILDIN CODE
Review Result (circle one
Approved Disapproved Approved w/ Conditions
Review Initials/Date: c�'l
Development Size
Habitable Space ZVO)/ F: Non-Habitable �9
Impervious area
Miscellaneous InforMation
Occupancy Group P-'3
Type of Construction
Number of Stories 2
Zoning District 4 13 c
Max. Occupancy Load
Fire, Sprinklers Required
Flood Zone X
Conditions/Comments:
OFFICE COPY Pe r rn_/ / # 16, S F9- 9 oV
NOTICE OF COMMENCEMENT
State of: FLORIDA Tax Folio No. 169505-1430
County of: DUVAL
To Whom It May Concern:
The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of
the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT.
Legal Description of property being improved: Lot 27 Atlantic Beach Country Club Unit 2.67-132-08-2S-29E 22
Address of property being improved: 545 Atlantic Beach Drive,ATLANTIC BEACH FL 32233
General description of improvements: NEW HOME CONSTRUCTION
Owner:TOLL FL VI LIMITED PARTNERSHIP Address: 250 GIBRALTAR RD. HORSHAM,PA 19044
Owner's interest in site of the improvement: FEE SIMPLE
Fee Simple Titleholder(if other than owner):
Name:
Contractor. TOLL BROS.,INC.
J I Address: 160 CAPE MAY AVE.PONTE VEDRA,FL 32081
Telephone No: 904-217-3852 Fax No: 904-460-2683
Surety(if any)
Address: Amount of Bond$
Telephone No: Fax No:
Name and address of any person making a loan for the construction of the improvements
Name:
Address:
Phone No: Fax No:
Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be
served: Name: STEVE MERTEN
Address: 160 CAPE MAY AVE.PONTE VEDRA,FL 32081
Telephone No: 904-217-3852 Fax No: 904-460-2683
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.06(2)(b),Florida Statues. (Fill in at Owner's option)
Name:
Address:
Telephone No: Fax No:
Expiration date of Notice of Commencement(the expiration date is one(1)yea om the date of recording unless a different date is
specified):08/30/2017
THIS SPACE FOR RECORDER'S USE ONLY OWNER
Signed: UI V/S/L,*75Y. W Date:
Before m this -31 day of AtitS Gts F in the County of St.Johns,State
Of Florida,has personally appeared .5f rye ile eyi4j,
Notary Public at Large,State of Flo 'da,County of Duval.
My commission expires: / /7
Personally Known: or
Doc 4 2016208882,OR BK 17703 Page 683, Produced Identification:
Number Pages:1
Recorded 09/09/2016 at 09:54 AM,
Ronnie Fussell CLERK CIRCUIT COURT DUVAL
COUNTY ;'t..?v .,-
RECORDING$10.00
d'`.�:. �/IEP_isa,!� 1-IE31= l'e7AN
N f ,c MY COMMISSIOIJ#FF055605
OFFICE COPY
R.O.W.Permit Attachment of for
R.O.W.Permit# issued ,2016 Atlantic Beach,FL 32233
Owner's Name: Toff FL VI,LP
Property Address: 545 Atlantic Beach Drive
Atlantic Beach,FL 32233
Subdivision: Atlantic Beach Country Club
Lot#/Block#: 27
R.E.#: 169505-1430
REVOCABLE ENCROACHMENT PERMIT
THIS REVOCABLE ENCROACHMENT PERMIT, issued on this day of
,20______,by Atlantic Beach,Florida,a municipal corporation organized and existing
under the laws of the State of Florida,hereinafter referred to as"CITY"and Toll FL VI.LP of Atlantic
Beach,Florida,hereinafter referred to as"USER".
WITNESSETH:
That the CITY does hereby grant the USER permission on a revocable basis as described herein the
right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of
Atlantic Beach Right-of-Way/Easement permit numbers noted above(copies attached).
This work is generally described as: Pavers in the Right of Way for the driveway.
Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted
remains subject to relocation or removal on thirty(30)days notice by CITY to the USER,said notice to
USER shall be given by certified mail,return receipt requested,to the following address: 160 Cage May
Ave.Ponte Vedra,FL 32081.
The depositing of said notice of cancellation in the United States mail shall constitute the notice of
cancellation and the burden is upon USER to keep the CITY informed of USER's proper address.
The USER shall promptly make any and all necessary repairs to any facility erected or maintained in
the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe
condition..
In the event it is necessary for the CITY or the City's approved representative or other franchised
utility to enter upon the above-described property of the CITY,the USER shall replace at the USER's
sole expense, any and all material necessarily displaced during the action of maintaining, repairing,
operating,replacing,or adding to of the utilities and facilities of the CITY or franchise utility provider.
The facilities allowed by the permit shall meet the current requirements of the City Code, Building
Codes,Land Development Code,and all other land use and code requirements of the CITY,including
City Code Section 19-7 (h) which states "Driveways that cross sidewalks: City sidewalks may not be
replaced with other materials,but must be replaced with smooth concrete left natural in color so that it
matches the existing and adjoining sidewalks."
Page 1 of 2
OFFICE COPY
The USER, prior to making'any changes from the approved plans and/or method, must obtain
written approval from the City of Atlantic Beach, Public Works Department, for said change. The
USER shall,at the discretion of the CITY,be requested to submit as-built drawings showing the change
within thirty(30)days after the day of completion.
This permit shall inure to the benefit of, and be binding upon, the USER and their respective
successors and assigns.
USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY
laws and/or specifications, to include utilities locate requirements and use limitations/requirements of
public rights-of-way and other public land. USER further agrees that the CITY and its officers and
employees shall be saved harmless by the USER from any of the work herein under the terms of this
permit and that all of said liabilities are hereby assumed by the USER
DATED and SIG 31 day of 2016.
By:
Steve erten,Division Sr.Vice President,Toll FL VI,LP.
(to be signed in presence of the Notary)
STATE OF FLORIDA
COUNTY OF DUVAL
On this 31 st day of August 2016,personally appeared before me,a Notary Public in and for said
County and State, St. Johns,Florida , the property owner of 545 Atlantic Beach Drive,Atlantic
Beach, Florida, known to me to be the person(s) described in and who executed the foregoing
instrument;who acknowledged to me that he or she executed the same freely and voluntarily and for the
uses and purposes therein mentioned.
aptaaY'�`PG`- r IEUSSA L1L-BE'r'FMAN
.
No blic in for said County and State _" �2�__t: M'{cor��r,11SSION�FF0556o5
EXPIRES September 18.2017
r40?1 3?B-C153 Floridallotar)'Sarvice com
CITY OF ATLANTIC BEACH,FLORIDA,a
municipal corporation:
Approved:
Doug Layton,Public Works Director
For Permits where city sidewalk is impacted,
City Manager approval required:
Nelson Van Liere,City Manager
Page 2 of 2
MAP SHOWING PLOT PLAN OF
LOT 27 AS SHOWN ON MAP OF
ATLANTIC BEACH COUNTRY CLUB UNIT 2
AS RECORDED IN PLAT BOOK 67 PAGES 132-lJ7 OF THE CURRENT PUBLIC RECORDS OF DUAL COUNTY, FLA.
CERTIFIED TO: TOLL BROTHERS, INC.
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ALL PAVERS
ALL MEASUREMENTS ESTIMATED O
FRONT 8491 SO. FT.
BACK 505* SQ. FT,
--�-DENOTES DIRECTION OF FLOW
P X50
TYPE "B" DRAINAGE
ELEVATIONS SHOWN THUS (11.10)
WERE TAKEN FROM ENGINEERING PLANS
BY TAYLOR & WHITE, INC., DATED 04-15-14
ELEVATIONS SHOWN HEREON
REFER TO NAVD OF 1988
TREE SCHEDULE NOTE: BUILDER TO MAINTAIN 3.0' LOT 27 MODEL 'CATALINA"
LOT SQ. FT. MINUS EASEMENTS/WETLANDS 9.585 BETWEEN A/C PAD AND LOT SIZE 9.585* SQ. FT.
PROPERTY UNE.
ACRES=9,585/43,560022 DRIVEWAY TO R/W 6011 SQ. FT.
ACRESx40-REQUIRED TREE INCHES 8.8 BUILDERS ENDORSEMENT APPROXIMATE SIDEWALK 280* SQ. FT.
THE REQUIRED NUMBER OF TREE INCHES WILL BE MET SIGNED: ENTRY WALK 86* SQ. FT.
USING 2" DIAMETER TREES. NAME: RIGHT-OF-WAY LENGTH 70.00 FT.
70% OF REQUIRED PLANTED TREES SHALL BE CANOPY TYPE, DATE: TOTAL IMPERVIOUS COVERAGE 4,891* SQ. FT. 51%
WITH NO MORE THAN 50% OF THE SAME SPECIES.
DIMENSIONS SHOWN HEREON ARE PER FIRST FLOOR PLAN
THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "K"AS SHOWN
ON FLOOD INSURANCE RATE MAP 0406 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13
ALL AMERICAN SURVEYORS OF FLORIDA, INC.
LAND SDVR"RS-J711 SMI JOSE RACE, SUITE /S -JACKSONVILLE, FLORIDA J2257- 904/279-OOM - LICENSED LAND BUSINESS NO. 3857
Legend
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E�sr'T-wENort W. SKETCH FOR DESCRIPTION PURPOSES ONLY - DOES NOT REPRESENT OR PURPORT TO —4
aRe aNONCTE PAY,-PERIMPpr WmoaCE SHOW BOUNDARY LINES NOR IS R BASED ON A FIELD RUN SURVEYmokmokulw
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v.R.o.-Poixr OF REweE ams SURVEYORS
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cPcomm P�+1•'rLONtm v m A uaw JAMES D. HARRISON.JR., No. 2647 OF FLORIDADUD c".l-Tfivk BOB L Pf(1MAN, No. 4827INC.
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FENCE vx .EDN PoINr a NIQSECaN
M 'RTrNas TOR .T EDGEa� DATE �= =16 FLORIDA REGISTERED SURVEYOR AND MAPPER _-8
F.B. x DR. By ORB DLR P:\2016\80521-150197-plotplan ORDER N0. 150197 FILE 80521
FFICE COPY
H F
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$
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9
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999 I
$
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SECOND FLOOR LAYOUT FIRS
SCALE: 3/16° = 1 '0° 5[
OFFICE COPY
FORM R405-2014
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
i
Florida Department of Business and Professional Regulation - Residential Performance Method
i
Protect Name: Catalina 4021 Right SE Bulkier Name: Toll Brothers Inc.
Street 545 Atlantic Beach CL(Lot 27 AB) parmit Office: Atlantic Beach
City,State,mp: Atlantic Beach,FL, Permit Number.
Owner Toll Brother.Inc. Jurisdiction: 261300
Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2)
Now Plans) 9. Well Types(4654.2 agft.) Insulation Area
1. New construction or existing a.Frame-Wood,Exterior R=19.0 4360.00 ft'
2. Slrgle family or multiple family Single-famliy b.Frame-Wood,Adjacent R=13.0 294.17 fl'
3. Number of units.If multiple family- 1 c.WA R= ft'
4 d.WA R- ft'
4. Number of Bedrooms 10.Calling Types (2830.0 sgft) Insulation Area
5. Is Ina a worst teas? No e.Under AWc(Vented) R=30.0 2408.00 ft'
6. Conditioned floor area above grade OP) 4021 b.
Under Attic(Vented) R=19.0 422.00$'
c NIA R=
Conditioned floor area below grace(ft') 0 11.Ducts R ft'
7. Wlndows(564.0 sgft.) Desorption Area b.Sup: A G et:AftleAOI.,AH All-2nd nd Floor
6 416
- 6 350
a. U.Factr. old.U�0.33 554.00 oft'
SHGC: SHGC-0.30 12.Gaoling systems kBW/hr Efficiency
b. U-Fedor. NIA a.Central Unil 42.0 SEER:14.00
SHGC: b.
Central SHGC: 18.0 SEER:14.00
t c. U-Factor. NIA
SHGC: 13.Hearing systems kBtu/hr Efficiency
W a.Electric Heat Pump 42.0 HSPF:8.20
d. U-FeUor: NIA b.Electric Heal Pump 18.0 HSPF:8.20
SHGC:
Area Weighted Average Overhang Depth: 0.300 ft.
14.Hot water systems
Area Weighted Average SHGC: a.Natural Gas Tankless Cap:1 gallons
8. Floor Types (4021.0 sgft.) insul.tion Area EF:0.600
a.Slab-0n-Grade Edge Insulation R=0.0 2830.00W b. Conservatlonfealures
b.Floor Over Other Space R=0.0 601.00 W None
c.other(see details)
R= 590.00 ft' 15.Credits Patent
Total Proposed Modified Loads: 97.08 PASS
GlasslFloor Area: 0.138 Total Baseline Loads: 100.131
I hereby certify that the plans and specifications covered by Review of the plans and 04414E STgTa
specifications covered by this �T _ O,n
:hits calculation are in compliance with the Florida Energy calculation Indicates compliance y �.o a' „ -�I :',.•°O,
Code. / f with the Florida Energy Code. m s'r S T"�°,'w;+�. 0
n w Before construction is completed
PREPARED 8Yo$(03 I( o
this building will be Inspected for 0
DATE: compliance with Secgon 553.908 §a"
FloridaStatutes.
I hereby certify that this building,as designed,Is in compliance s COD WE,gyLJ'h
with the Florida Energy Cc S.
ERIAGENT: M
i BUILDING OFFICIAL: d?
^ r
DAT DATE:
� DATE: .-�,--.
- Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory4ealed In accordance with R403.2.2.1.
Compliance requires an Air Barrier and Insulation Inspection Checklist In accordance with R402.4.1.1 and an envelope leakage
test report in accordance with R402.4.1.2.
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6/3201611:40 AM EnergyGougoO USA-FleRes2014$actlon R405,4.1 Compliant Software Pagel Of
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f
FORM R405-2014
PROJECT
Title: Catalina 4021 Right BE Bedrooms: 4 Address Type: Sheet Address
Building Type: User Conditioned Area: 4027 Lot
Owner. Tail Brothers Inc. Total Stories: 2 BlocidSubDN6lon: AS
paf Unite: 1 Worst Case: No Pl.Swk:
Builder Name: Tall Brothers Inc. Rotate Angle: 0 Street 545 Atlantic Beach CL(
Permit OlBca: Atlantic Beach Chose Ventilation: No County: Duval
Jurisdiction: 281300 Whole House Fan: No City,Stet.,Zip: Atlantic Beach,
Familyrype: Single-ramlly FL,
NewiExlsfing: New(From Plans)
Comment:
CLIMATE
IECC Design Temp Int Design Temp Heating Design Daily Tamp
Dmlgn Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Day, Moisture Range
FL,Jacksonville FL_JACKSONVILLE_INT 2 32 93 70 . 75 1281 49 Medium
BLOCKS
Number Name Area Volume -
1 BlooR1 2830 28300
2 BIocR2 1191 10719
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms In811D Finished Cooled Heated
1 Main 2830 28300 Yes 3 2 1 Yes Yes Yes
2 2nd Floor 1191 10719 No 2 2 1 Yes Yea Yes
FLOORS
R Floor Type Spec. Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Slab-On-Grade Edge Insulatio Mein 240.7 ft 0 2830 ft' 0 0 1
2 Floor Over Other Space 2nd Floor — -- 601 ft' 0 0 0 1
_ 31'loorover Garage 2nd Floor —_ -- 590 ft' 0 0 0 1
ROOF
Roof Gable Roof Solar SA Emift EmM Deok Pact
e Type Materials Area Area Color Absor. Tested Tested Insul. (deg)
1
Hip Composition shingles 31128 1P Oft' Medium 0.6 - N 0.9 No 0 26.8
ATTIC
V C Type Venule Vent Ratio(1 in) Area RBS IRCC
1 Full attic Vented 300 3420 fit N N
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5/3/201611:40 AM EnergyGauge®USA-FI.R,82014 Section R405.4.1 Compliant Software Page 2 of
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FORM R405-2014
CEILING
# CallingType Space R-Value Ina Type Area Framing Fra. Truss Type
1 Under Atlic(Vanted) Main 38 Blown 1399 ft' 0.11 Wood
2 Under A8lc(Vented) 2nd Floor 30 Blown IMF0.11 Wood
3 Under Atdc(Vented) Main 19 Blown 24010 0.11 Wood
4 Under Aid.(Vented) 2nd Floor 19 Blown 1821F 0.11 Wood
WALLS
Adlecen[ $pace Cavity Mth Height Sheathing Framing Solar Below
n, WaILT.ype a-V•lu Ft ohm °-"'Iue�r allon_Absor-Grade$_
j1 SE Exterior Frame-Wood Mein 19 25 7 10 0 255.8 Its 0 0.23 0.5 0
V` 2 HE Exterior Frame-Wood Main 19 80 0 10 0 800.0 ft' 0 0.23 0.5 0
V3 N Extedor Frame-Wood Main 19 4 6 10 0 45.0 Is 0 0.23 0.5 0
�[4 NW Exterior Frame-Wood Main 19 55 0 10 0 550.0W 0 0.23 0.5 0
5 W Exterior Frame-Wood Main 19 4 6 10 0 45.0 fl' 0 0.23 0.5 0
V6 SW Exterior Frame-Wood Main 19 80 0 10 0 800.0ft 0 0.23 0.6 0
� 7 $E Garage Frame-Woad Mein 13 29 5 10 0 294.2 IF D 0.23 0.01 0
� 8 SE Exterior Frame-Mad! 2nd Floor 19 44 0 9 0 396.0 Is 0 0.23 0.5 0
9 NE Extedor Frame-Wootl 2nd Floor 19 46 10 9 0 421.5 ft' 0 0.23 0.5 0
-1L 10 NW Exledor Frame-Wood 2nd Floor 19 44 0 9 0 396.0 ft' 0 0.23 0.5 0
V11 SW Extedor Frame-Mod 2nd Floor 19 46 10 9 0 421.5ft 0 0.23 0.5 0
)) 12 S Exterior Frame-Wood 2nd Floor 19 6 2 9 0 55.5 Its 0 0.23• 0.5 0
yL 13 E Exledor Frame-Wood 2nd Floor 19 5 2 9 0 46.5 M 0 0.23 0.5 0
14 W Exterior Frame-Wood 2nd Floor 19 6 2 9 0 55.58' 0 0.23 0.5 0
,I'Z15 S Exterior Frame-Wood Mein 19 7 2 10 0 71.7 ft' 0 0.23 0.5 0
DOORS
# Dart Door Type Spate Storms U-Value Wall, Height Area
Ft In Ft In
1 SE Wood Mein None A 3 8 24 Its
2 SE Wood Main None .4 2 8 8 21.3ft-
WINDOWS
Orientation shown Is the entered Proposed orientation.
/ Well Overhang
V # Omt ID Frame Panes NFRC U-Fedor $HGC Area Depth Separation Int Shad. S.meaning
1 SE 1 Vinyl Low-E Double Yea 0.33 0.3 30.010 IOft41n 1It0 in Drapes/blinds None
2 SE 1 Vinyl Low-E Double Yes 0.33 0.3 15.0 IF 1 It 4 I i ft D in Drapee/bllntls None
3 NE 2 Vinyl Low-E Double Yea 0.33 0.3 30.0 Is i84 in 1It0 in Drapes/blinds None
4 NE 2 Vinyl Low-E Double Yea 0.33 0.3 SOft 1It41n 1fl01n None None
5 NE 2 Vinyl LowE Double Yes 0.33 0.3 11.3 ft' i It 4 In 1 It O in None None
6 N 3 Vinyl Low-E Double Yea 0.33 0.3 15.0 ft' 8 I 01n 1It01n None None
7 NW 4 Vinyl Low-E Double Yea 0.33 0.3 300 W 4 R 8 In 1 ft 0 in None None
[ , 8 NW 4 Vinyl L0w-E Double Yea 0.33 0.3 128.0 IF 9 I 81n 1ft01n Nona None
9 NW 4 Vinyl Low-E Double Yes 0.33 0.3 45.0 it' 12 It 4 in 1 It 01n Drapeslbllnds None
10 W 5 Vinyl Low-E Double Yea . 0.33 0.3 15.0 ft- 8 It D in 1 N O In None None
11 SW 6 Vinyl Low-E Double Yea 0.33 0.3
20.1)IF 1ft41n iR01n DrapeshlOiEsa Nobe'
8/3/201611:40 AM EnergyGeug.0 USA-FlaR.s2014 Sectlon R4M.4.1 Compliant Software Page 3 of
FORM R405-2014
WINDOWS
Orientation shown Is the entered,Proposed orientation.
Well Overhang
# Cunt 10 From Penes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening_
12 SW 6 Vinyl Low-E Double Yes 0.33 0.3 Soft' 1ft41n I101n None None
V 13 SW 6 Vinyl Low-E Double Yea 0.33 0.3 30.0 he 1ft41n 1R01n None None
✓�, 14 NW 4 Vinyl Low-5 Double Yes 0.33 0.3 15.0 Its 10ft41n 11101n Drapaslblinds None
TV 15 SE 8 Vinyl Low-E Double Yes 0.33 0.3 15.0 IP 1 ft 41n 1 ft 0 M Drepeslblinds None
r 18 SE 8 Vinyl Low-EDouble Yes 0.33 0.3 8.3 ft- 5ft4 in 1ft0In None None
17 SE a Vinyl Low-E Double Yes 0.33 0.3 33.3 fP 5 It 4 in 1 It 01n None None
18 SE 8 Vinyl Low-E Double Yes D.33 0.3 12.0 ft' 1 It 4 In 1 It D in None None
V 19 SW 11 VInN L0w-E Double Yes 0.33 0.3 12.0 ft- 1f141n ift01n None None
20 S 12 Vinyl L.-E Double Yes 0.33 0.3 12.01P IIt4 in 1ft0 in None None
V 21 E 13 Vinyl Low-E Double Yes 0.33 0.3 12.0W 1ft41n ift0 in None Nene
22 NE 9 Vinyl Low-E Double Yes 0.33 0.3 45.0 ft 1 It 41, 1 It 0 in Drapasronnds None
23 NE 9 Vinyl Low-E Double Yes 0.33 0.3 4.0 ft- tft41n tft01n None None
GARAGE
# Floor Area Calling Area Exposed Well Pedrneter Avg.Wall He ht Exposed Wall Insulation
1 976 ft' 676ft 51 ft loft 1
INFILTRATION
# Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) .000308 3251.6 178.51 335.71 .2923 5
HEATING SYSTEM
# Syswo,Type Subtype Efficiency Capacity _Black Ducts _
i Electric Heat Pump None HSPF:8.2 42 kBtu8lr 1 eys#1
2 Electric Heat Pump Nona HSPF:8.2 18 kBtulhr 2 eys#2
COOLING SYSTEM
# System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts_ _
I Central Unit Sp18 SEER:14 42 kBtwhr 12M chn 0.7 1 eys#1
2 Central Unit Split SEER:14 18 kBtUlhr 640 dm 0.7 2 sys#2
HOT WATER SYSTEM
# System Type SubType Location EF Cap Use SetPnt Conservation
1 Natural Gae Tanklees Exterior 0.5 1gal 60.9 gal 120 deg None
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FORM R405-2014
SOLAR HOT WATER SYSTEM
Collector Storage
FSEC
Carl # Company Neme System Model# Gmlector Model# Area Volume FE
ft'
t None None
I
DUCTS
—Supply— —Return— Air CFM 25 CFM25
HVAC#
V # Location R-Value Area Locatlon Area Leakage Type Handier TOT OU-7 ON RLf Heat Cocl
1
1 A%le 6 41fi ft' Atllc 210ft' Default Leakage 2nd Floor (Default) (Defau% 1) I2
p AWc 8 350 ft' Attic 242 tN Default Leakage 2nd Floor (Default) (Dahu%)
TEMPERATURES
Progmmable Thermostat Y r[X',Marr calling Fens:tD( It rD( I[ ' IOct rD( Nov IfDec
ap
Venting �,i FebJan I I F b `X7 Mer Apr ` I May [ Jun [Xi Ju t �A a [ Mep H(]Oct `X�No
[X�D e
Venting
j
Hours
Thermostat Schedule: HERS 2006 Reference8 g 10 11 12
Schedule Type 1 2 3 4 5 6 7
Cooling WD) PM B6 B6 78 78 78 78 78 7B 76 76 78 7B
7 7 718 78 78
Cooling(W EH) PM 78 76 78 78 78 78 7B 70 76 70 78 70
Healing(WD) PM 66 6 68 68 68 68 fib 6 68 68 60 68 6 68 68
fiB 68 68
healing(WElq PM N 66 66 68 88 68 60 fiB fi0 fib fib 88
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8/3)201611:40 AM EneryyGauge®USA-FlaRea2014 Section R405.4.1 Compliant Software
I
FORM R405-2014
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 96
The lower the EnergyPerformance Index,the more efficient the home.
545 Atlantic Beach Ct. (Lot 27 AB),Atlantic Beach, FL,
1. New construction or existing New(From Plans) 9. Wall Types Insulation Area
e.Frame-Wood, Exterior R=19.0 4360.00 fl'
2. Single family or multiple family Single-family b.Frame-Wood,Adjacent 11=13.0 294.17 its
3. Number of units,If multiple family 1 c.N/A R= rt'
4 d.NIA R= W
4. Number of Bedrooms 10.Ceiling Types Insulation Me
5. is this a worst case? No a.Under Attic(Vented). R--M.0 2408.0 ft'
40P1 b.Under Attic(Vented) R=19.0 422.00W
6. Conditioned floor area(8') o NIA R= W
7. Widows" Description Area 11.Duds R 8'
a. U�Feclor. Dbl,U=0.33 554.00 ft' a.Sup:Attic,Rel:Attic,AN:2M Floor 8 418
SHGC: SHGC0.30 b.Sup: AHIo.Ret:Attle,All:2nd Floor 8 350
b. U-Factor. NIA ft'
SHGC: 12.Cooling systems kB42.0 Efficiency
ER:14.0
ft- a.Central Unit 42.0 SEERA4.00
o. U-Factor: WA b.Canirel Unit 18.0 SEER:14.00
SHGC:
d. U-Fedor. WA It 13.Heating systems kBlulhr Efficiency
SHGC: a.Electric Heat Pump 42.0 HSPF:8.20
Area Weighted Average Overhang Depth: 5.726 ft. b.Eleddc Heat Pump 18.0 HSPF:8.20
Area Weighted Average SHGC: 0.300
8. Floor Types
Insulation Area 14.Halwater systems Cap:1 gallons
Natural Gas a.
a.Sleb-0n-Grade Edge Insulation RW.O 2830.00 WEF:0.8
b.Floor Over Other Space R=0.0 W1.00ft' b, Conservation features
c.other(see details) - R= 590.0 ft' None
15.Credits Point
I certify that this home has complied with the Florida Energy Efficiency Code for Building p4✓13"`s TR+A rs
Construction through the above energy saving features which will be installed (or exceeded)
In this home before final inspection. Otherwise, a new EPL Display Card will be Completed
based on Installed Code Q Ia Ifeatures. " x:
Date:
Builder Signature: nr,�L, /Da
Address of New Home: 545 PeNjobG �1 (,7 • City/FL Zip: �1,-�.3aok7'J +�'ooD VIE,>'t`J 9
-Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient
mortgage(EEM)Incentives If you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321)
638-1492 or see the EnergyGauge web site at energygauge.com for Information and a list of certified Raters. For
information about the Florida Building Code, Energy Conservation,contact the Florida Building Commission's support
staff.
"Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation,if not DEFAULT.
813201611:40 AM EnergyGauge®USA-FleRm2014 -Section R405.4.1 Compliant Softwom Page l oft
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FORM R405.2014
Florida Department of Business and Professional Regulations
Residential Whale Building Performance and Prescriptive Methods
ADDRESS: 545 Atlantic Beech Ct(Lot 27 AB) Pednit Number:
Atlantic Beach,FL,
MANDATORY REQUIREMENTS See individual code sections for full details.
level
d(Mandatory). Th.building
al shall require that an enemy part---
display card be completed entl ceadH ed b)y he buildedisplay r to be accurate and correct before final401'3 Energy Performance approval of Me building for occupancy.Florida law L)
[Section 553.9085,Florida Statues]requires the EPL display card In be Included as an addendum to each sales contract for beth presold and
nonpresoltl resitlentiel buildings.
The EPL display card contains information Indicating the energy performance level and eMclendes of components
Insisted In a dwelling unk.The building ogidal shell verify that the EPL display card Completatl and signed by the builtler accurately reflects the plans
and specificationscubMlled h demonstrate compliancefor the building.A copy of the EPL display card can be found In Appendix C.
8402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage In accordance with the requirements of
Sedions R402d through 8402.4.4.
R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections 8402.4.1.1 end 8402.4.1.2.The
sealing methods between dissimilar materials shall allow for differential expansion and contraction.
• R402.4.1.1 Installation. The components of the building hermal envelope as listed In Table R402.4.1.1 shall be installed in
ecoordance with the manu acturefs Instructions and the criteria listed In Table 402.4.1.1,as applk:able to the method of conshuction.
Where required by the code official,an approved hind party shall Inspect all components and verify compliance.
• R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rale of not exceeding 5 air
changes per hour In Climate Zones f and 2,and 3 If changes per hour in Climate Zones 3 through 8.Testing shall be conducted with
a Mower door at a preasure of 0.2 Inches w.g.(50 Pascals).More required by the code official,testing
ha trill be l and conducted
by an code
approved third party.A written report of the results of the test shall be signed by the party g provided
offiperformedal.Testing shell be performed at any time after creation of all penetrations of the bul dIng thermal enve(ope.
During testing: but not seaetl,beyond the Intended weatherstripping or
1.Ekeriorwindows and doom,fireplace and stove doors shall be closed,
other Infiltration control measures;
2.Dampers Including exhaust,intake,makeup air,backdrefi and flue dampers shall be dosed,but not sealed beyond Intended
InfiHrstion control measures;
3.Interior doom,H Installed at the time of the lest,shall be open;
4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed;
5.Heating and cooling systems,If Inslahad at the time of the test,shall be turned off;and
6.Supply and return registers,If Installed at the time of the test,shall be fully open.
0. R402.4.2 Fireplaces. New word-burning fireplacas shall have tight-fitting flu,dampen and outdoor combustion air.
1„v( R402A.3 Fenestration air Ieakage.Wndows,skylights and sliding glass doom shell have an air Infll sacci rate of no men tested oaccording to 0.3 cft 400 or
per square fool(1.5 Lislm2),and swinging doom no more than 0.5 dm per square fact(2.6 Us/m2).
AAMAIWDMNCSA 1014.5.21A440 by an accredited,independent laboratory and listed and labeled by the manufacturer.
,/ Exception: Sitebulltwindows,skylights and doors.
m0 R402.4A Rae0ssed lighting. Recessed luminaires instated In the building hermal envelope shall be sealed to Omit air leakage
between conditioned and unconditioned spaces.Ail recessed luminaires shall be IC-reted and labeled as having an air leakage rete not
at(75 Pal
J lmore than 2,0 uminaires shall d with a gasket Js)when r caulk between hIn accordance e housing and the Interiorpwalll or telling c0veddifferential.NI recessed
W R403.1.1Thermostatprovlelon(Mandatory). All eest one thermostat shall be provided for each separate healing and cooling system.
rd R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary eladdo-resistance haat shall have controls
�y that,except during defrost,prevent supplemental hest operation when the heat pump compressor can meet the hearing load.
y R403.2.2 Sealing(Mandatory)NI ducts.air handlers.and filler boxes and building cavities that form the primary air containment
passageways for air distribution systems shall be considered doom and plenum chambers,shall be constricted and sealed In accordance
with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet dud tightness criteria by post-construction
or rough-In tesifrmg below. I an energy dater
rtfified
Dud tightness9. la,or shall
uteverified
as by testing
authorized by Florida 803 of th0la be eubsenRESNET Standards
byefthheeeby either of the following:
in accordance whin Section
1. Post-coneWctlon test:Total leakage shall be less than or equal to 4 dm(113 Umin)per 100 square feel(9.29 m2)of conditioned floor area
when tested at a pressure di0erental of 0.1 Inches w.g.(25 Pe)across the entire system.Including the manuiadurefs air handler enclosure.All
register boots shalt be taped or otherwise sealed during the test.
2. Rough-In test Total leakage shell be less than or equal to 4 afro(113 Lenin)per 100 square feet(8.29 m2)of conditioned floor area when tested
at a pressure differential of 0.1 Inches w.g.(25Pa)across the system,Including the manufacturer§air handler enclosure.All registers shall
taped or otherwise sealed during the test.If the air handler Is not Installed at the time of the test,total leakage shall be less hen or equal to 3 3 cffn
(85 LmOn)per 100 square feat(0.29 m2)of conditioned floor area.
Exceptions:
1. The total leakage test Is not required for ducts and or handlers located entirely within the building envelope.
2. Duct testing is not mandatory for buildings complying by Section R405 of MIs code.
tV3/201811:40 AM
EnegyGaugels USA-FIaRas2014 -Section R405.4.1 Com Page i of 3
FORM R405-2014
MANDATORY REQUIREMENTS - (Continued)
I I
1
p 8403.2.3 Building Cavities(Mandatory).Building framing cavities shall not be used as ducts or planum..
R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105'F(41•C)
or below 55'F(13•C)shall be Insulated to a minimum of R-3.,
j
R403.3.1 Protection of piping Insulation. i
R403.4.l Cimulaflngholwatersystems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily
,./ accessible manual switch that can turn off the hot-water circulating pump when the system Is not In use.
y� R403.4.3 Heat traps(Mandatory). Storage water healers not equipped with Integral heat traps and having vertical pipe risen shall have
haat Cape Installed on both the Inlets and outlets.External heat traps shall Consist of either a commercially available heat trap or a
downward and upward bend of at least 3'A Inches(89 mm)In the hat water disVibudon line and cold water line located as close as passible
to the storage tank.
R403.,4.4 Water healer efficiencies(Mandatory).
R403.4.4.1 Storage water healer temperaWre controls
R403.4.4.1.1Automaticcontrole. Service water heating systems shell be equipped with automatic temperature controls
Capable of adjustment from the lowest to the highest acceptable temperature settings for the Intended use.The minimum
temperature setting range shall be from 1D0'F l0140•F(386C to 606C).
R403.4.4.1.2 Shutdown. A separate switch or a clearly necked circuit breaker shall he provided W e it the power supplied
to electric service systems to be turned off.A separate valve shall be provided to permit the energysupplied to the main burner(s)
of combustion types of service water heating systems to be tamed off.
R403.4.4.2 Water heating equipment, Water heating equipment Installed In residential units shell meet the minimum efficiencies of
Table C404.2 In Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment Installed.
Equipment used to provide heating functions as pad of a combination system shall satisfy all slated requirements for the appropriate water
heatingcategory. Solar water heaters shall mel the Criteria Section 8403.4.4.2.1.
R403.4A.2.1 Solar water heating systems. Solar systems for domestic hot water production are ruled by the annual solar energy
factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Cadged Solar Systems.Solar collectors shell be tested In accordance with ISO Standard 9806,Test Me hoIn ldstfor Solar Collectors,
and SRCC Standard TM-1,Soler Domestic Hot Water System and Component Test Protocol.Collectors
ter
heating systems should most the following criteria:
1. Be Installed with a Igt angle between 10 degrees and 40 degrees of the horizontal;and
2. Be Installed at an orientation within 45 degrees of true south.
R403.8 Mechanical venfllation(Mandatory). The building shall be provided with ventilation that meets the mquiremenh of Me
icable.or with other
Olorida utdoorair intakes ailding Code,nd exhauResidester lor shallhavve automatic oda Building r gravityampers that e.Mechanical,as close when the ventilation system Ismeans
not operating.ventilation.
8403.8 eating and coaling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment,
8403.8.1 Equipment sizing. Heating and Cooling equipment shall be sized In acro dance with ACCA Manual S based on the
equipment loads calculated In accordance with ACCA Manual J or other approved heating and Cooling calculation methwologles,
based on building loads for the directional orientation of the building.The manufacturer aid modal number of the outdoor end
Indoor units(If split system)shall be submitted along with the sensible and total Cooling I enables al the design conditions
described in Section R302.1.This code does not allow designer safely factors,provisions for future expansion or other factors
which affect equipment sizing.System sizing calculations shell not Include loads created by local Intermittent mechanical ventilation
such as standard kitchen and bathroom exhaust systems.
• R403.6.1.1 Cooling equipment capacity. Gaoling only equipment shall be selected so that Its total Capacity Is not lass than Me
calculated total bad.but not more than 1.15 times greater than the total load calculated awarding to the procedure selected In
Section 403.6,or the closest available size provided by Me manufacturers product lines.The Corresponding latent Capacity of the
equipment shall not be less Man the calculated latent load.
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FORM R405-2014
MANDATORY REQUIREMENTS - (Continued)
t 91 11403.8.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity is a nominal,rating-feet value and
shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select cooling-only equipment.This
selection shall be used to select ceolingonly equipment.This selection shall be based on the outdoor design dry bulb temperature for the
load calculation(or entering water temperature for water-source equipment),the blower chn provided by the expanded performance data,
the design value for entering wet bulb.temperature and the design value for entering dry bulb temperature.
Design values for entering wet bulb and dry bulb temperature shag be for the Indoor dry bulb and relative humidly used for the load
calculation and shall be adjusted for return side gains If the return duct(s)Is Installed in an unconditioned space.
Exceptions:
1. Attached single.and mult4kmlly residential equipment sizing may be selected so that Its cooling capacity Is less than the
calculated total sensible load but not less than 80 percent of that load.
2. When signed and sealed by Florida-registered engineer,In attached single-and mule-famity units,the capacity of
J equipment may be sized in accordance with good design practice.
f0 R403.6.1.2 Heating equipment capacity
R403.6d.2.1 Heal pumps. Heat pumps sizing shall be based on the cooling requirements m calculated according to Saction
R403.6A.I and the heat pump total cooling capacity shall not be mare than 1.15 times greater Nan the design cooling bad.
R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.6.1.
R403.6.1.2.3 Fossil fuel heating equipment The capacity of fcasll fuel healing equipment with natural draft abnosphedc burners
shall net be less than the design bad calculated in accordance with Section R403.6.1.
fe R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity an an
Intermittent basis,such as anticipated additional loads mused by major entertainment events,shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
1. A separate cooling or healing system Is utilized to provide cooling or heating to the major entertainment areas.
2. A variable capacity system sized for optimum performance during base load periods Is utilized.
❑ R403.7 Systems serving multiple dwelling units(Mandatory). Systeme serving multiple dwelling units shall comply with Sections
0403 and C404 of the Commercial Provisions in lieu of Section R403.
❑ 11clude Snow melt system
apable o (Mandatory). Show and
nMeca-melting
ave systemssupplied through energy service tothe building,shall
Inclutle automatic controls capable of shutting aid the system when the pavement temperature le above 55'F,and no precipitation Is falling
i and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F.
❑ R403.9 Swimming pools,Inground spas and portable spas(Mandatory). The energy requirements for residential pools and
Inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and In accordance with ANSI/APSP-15.The energy
requirements for portable spas shall be In accordance with ANSVAPSP-14.
O R403.9.1 Pool and spa heaters. All pool healers shall te equipped with a readily accessible on-off switch that Is mounted
outside the heater to allow shutting off the heater without adjusting the thermostat setting.
R403.9.1.1 Gas and oll4ired pool and spa heaters. All gas-and oil-fired poo2o11and space 3 when leafed ater.shall haw a accordance withinimuANSI Z 21.58.
thermal eHlciency of 82 percent for heaters manufactured an or atter April 18,
Pool healers fired by natural gas or LP gas shall not have continuously burning pilot lights.
R403.9.1.2 Heat pump pool heaters. Haat pump pool heaters shall have a minimum COP of 4.0 when tested In accordance
with AHRI 116D,Table 2,Standard Rating CondWons-Law Air Temperature.A test report hom an independent laboratory is
required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to most this standard.
O R403.9.2 Time switches. Time switches or other central method that can automatically tum off and on heaters and pumps according to a
preset schedule shall be installed on all heaters and pumps.Heaters,pumps and motors that have bulk In timers shall be deemed in
compliance wkh this equipment.
Exceptions:
• 1. Where public health standards require 24hour pump operations.
2. Where pumps are required to operate solar-and waste-heat-recovery pool healing systems.
3. Where pumps are powered exclusively from on-site renewable generation.
O R403.9.3 Covers. Heated swimming pools and Inground permanently Installed spas shall be equipped with a vapor-retardant cover on or
at the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy.such as a heat pump or
' solar energy source computed over an operating season.
[I RR404.1 Lighting equipment(Mandatary). A minimum of 75 percent of the lamps in permanently installed lighting fatures shall be
high.afidmcy,lamps or a minimum of 75 percent of permanently Installed lighting fixtures shell contain only high efficacy lamps.
Exception: Low-vokage lighting shall not be required he utilize highref8cacy lamps.
R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systema shall not have continuously buming pibl lights
R4g,6,.t$Performance ONLY. All ducts not entirely Inside the building thermal envelope shalt be Insulated to a minimum Df R-8.
p� R406.2.1 Performance ONLY. Callings shall have minimum Insulation of R-19.Where single aseemby of the exposed deck and beam type or
concrete deck roofs do not have sufficent space,R-10 Is allowed.
8/3/201611:40 AM EnergyGaugaO USA-FlaRes2014 -Section 8405.4.1 Com Paga 3 of
FORM R405-2014 TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
� Project Name: Gelatine 4021 Right BE BUIWer Name: Toll BroNere Inc.
I Street 545 AtlanticBeech (Lot 27 AB)
City,State,Zip; Atlantic Beach
ch,. . Permit Number:
Permit Office: Atlantic Beach
Jurnedkeon: 2613W
Owner. Toll BroNen Inc. ,
Design Location: FL,Jacksonville
COMPONENT CRITERIA CHECK
Air barrier and thermal barrier A continuous air barrier shall be Installed in the building envelope. /
Exterior thermal envelope contains a continuous banter.
Breaks or Joints in the air barrier shall be sealed.
Air-permeable Insulation shall not be used as a sealing material-
Ceiling/attic The air barrier in any dropped calling/soffit shall be aligned with the /
insulation and any gaps in the air barrier shall be sealed.
Access openings,drop down stairs or knee wall doors to unconditioned
attic spaces shall be sealed.
Corners and headers shell be insulated and the Junction of the foundation /
Walls and sill plate shall be sealed. -
The junction of the top plate and the lop or exterior walls shall be sealed.
Exteriorthenoal envelope Insulation for framed walls shall be Installed in
substantial contact and continuous alignment with the air harder.
Knee walls shall be sealed.
Windows, skylights and doom The space between window/doorJambs and framing and skylights and
framing shall be sealed.
Rim joists Rim joists are insulated end include an air barter.
Floors (Including above-ga age Insulation shall be Installed to maintain permanent contact with underside
and cantilevered floors) of subFloor decking.
The air barrier shall be Installed at any exposed edge of Insulation.
Crawl space walls Where provided in lieu of floor Insulation.Insulation shall be permanently /
attached to the crawlspace walls.
Exposed earth in unvented crawl spaces shall be covered with a Class I
vapor retarder with overlapping joints taped.
Shafts, penetrations Duct shafts,utility,Penetrationsandflue shaft openings to exterior or
unconditioned space shall be sealed.
Narrow cavities Batts in narrow cavities shall be cul to fit,or narrow cavities shall be filled
by Insulation that on installation readily conforms to the available cavity
s area.
Garage separation Air sealing shall be provided between the garage and condltlonetl spaces.
Recessed lighting Recessed Tight fixtures Installed in the building thermal envelope shall be
air tight,IC rated,end sealed to the drywall.
r Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in /
eMeriorwalls,or Insulation that on Installation readily conforms to available
space shall extend behind piping and wiring.
Shower/tub on exterior wall Exterlorwalls adjacent to showers and tubs shall be Insulated and the air
barrier installed aeparellng them from the showers and tubs.
Electricallphone box on The air barrier shall be installed behind electrical or communication boxes or
air sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall be
sealed to the sub-floor or drywall.
Fireplace An air barrier shall be installed on rep am walla.Fireplaces shall have
Basketed doors
Page t of 1
8/3/201617:40 AM EnergYGeuge®USA-FleRes2014section R405.4.1 Compliant Software
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Envelope Leakage Test Report
Prescriptive and Performance Method
I
Project Name: Catalina 4021 Right SE Builder Name: Toll Brothers inc.
Street: 545 Atlantic Beech Cl.(Lot 27 AB) Permit office: Atlantic Besoh
City,Stale,Zip: Atlantic Beach,FL, PevnM Number.
Design Location: FL,dacksonvllle Jurisdiction: 261300
Cond.Floor Area:: 4021 sq.0. Cond.Volume: 39019 cu fl.
Envelope Leakage Test Results Leakage Characteristics
Regression Data:
C; n: R: CFM(50):
Sin le or MBIfi Point Test Data I ELA:
HOUSE PRESSURE FLOW.
EgLA: .
ACH:
ACH(50):
SLA:
R402A.1.2 Testing. The building or dwelling unit shall be tested and vert ied as having an air leakage rete of not exceeding 5 air changes per hour
In Climate Zones 1 and 2,3 air changes per hour in Climate Zonetso sop through 8.Testing concluded hall hy ane
ductved dthird'With a bly. vver written report at a ruse resure sults or the
Inches W.g.(50 Pascal0.2
s).Whore repulratl by the code af(rAel, g
test shall be signed by the party conducting the lest and provided to the code ofllclal.Testing shell be performed at any time after creation of all
penetrations of the building thermal envelope.
During lesfing:
1.Exterior windows and doors,fireplace and stove doors shall be dosed,but not sealed,beyond the intended weelheretdppin9 or other
Infiltration coni measures;
2.Campers Including exhaust,intake,makeup air,backdrep and flue dampers shall be dosed;but not sealed beyond Intended infiltration
control measures;
3.Interior doors,If Installed at the time of the test,shall be open;
4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall he closed and sealed;
5.Heading and Goofing systems,If Installed at the lime of the teat,shah be turned off;and
6.Supply and return registers,p installed at the time of the test,shall be fully open.
I hereby certify that the above envelope leakage Where required by the code official, p4' B 6T'UB
performance results demonstrate compliance testing shall be conducted by an 4 ,. �.•(�
with Florida Energy Code requirements in approved third party.A written I-*accordance with Section R402.4.1.2. report o1 the results of test shall d ." •�
be signed by the third party
conducting the test and provided to
SIGNATURE: the code official. xtt, u JS•s
COb WB�
PRINTED NAME:
BUILDING OFFICIAL:
DATE: DATE:
8I32016114o Aryl EnergyGauge®USA-FleRes2014 -Section R405.4.1 ComplBnt Software
Page 1 of 1
i
McGowan Project Summary Dab,'
;I'—, (Rest of House) By: Stephen Barber
cave .
McGowan's Heating & Air Conditioning, Inc.
4050 Callnanro] Owo.Pn .F1 0073 P..:a 278.9 F-000.2789556 Ernalcobslb cgP nacc cam 4Wb'.wwx.mgw.ma•c.mn
Prolect Information
For: Toll Brothers
FI
Notes: Catalina
Desicin Information
Weather: Jacksonville NAS,FL, US
Winter Design Conditions Summer Design Conditions
Outside db 32 'F Outside db 99 °F
Inside db 70 °F Inside db 75 'F
Design TO 38 °F Design TD 24 `F
Daily range M
Relative humidity 50
Moisture difference 61 grAb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 27427 Btuh Structure 25494 Btuh
Ducts 3826 Binh Ducts 4864 Bluth
Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 31253 Btuh Use manufacturers data y
Rate/swing multiplier 1.00
Infiltration Equipment sensible load 29258 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average
Fireplaces 0 Structure 3
183 Btuh
Ducts 850 Btuh
Heating Cooling Central vent(0 cbn) 0 Btuh
Area(111 2830 2830 Equipment latent load 6880 Btuh
Volume(R') 28226 28226
Air chapggesAlour 0.25 0.13 Equipment total load 36138 Btuh
Equiv.AVF(dm) 117 63 Req.total capacity at 0.70 SHR 3.5 ton
Heating Equipment Summary Cooling Equipment Summary
Make Carrier Make Carder
Trade Trade
Model CH14NBO42 Cond CH14NBO42
AHRI ref Coil FB4CNP042
AHRI ref
Efficiency 8.2 HSPF Efficiency 11.0 EER, 14 SEER
Heating input Sensible cooling 29050 Btuh
Heating output 39000 Bluh@47-F Latent cooling 12450 Btuh
Temperature else 29 'F Total cooling 41500 Btuh
Actual air fiow 1225 cfm Actual air flow 1225 cfrn
Air flow factor 0.039 dm/Btuh Air flow factor 0.040 dm/Btuh
Static pressure 0.50 in H2O Static pressure 0.50 in H2O
Space thermostat Load sensible heat ratio 0.88
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
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McGowan Project Summary Jab`
Date
:
INaW 41h
UP STAIRS By: Stephen Barber
c„an$„ha
McGowan's Heating &Air Conditioning, Inc.
4850 Caltins Roel Orenps PN Fl 33(n3%cane:BJ42]6113J9 Fu:8063784366 ErtwiI:IlMobs�mcguxenfec.com Nhd:vmw.msparenfecmn
For. Toll Brothers
FI
Notes: Catalina
Design Information
Weather: Jacksonville NAS,FL, US
Winter Design Conditions Summer Design Conditions
Outside db 32 °F Outside db 99 °F
Inside db 70 °F Inside db 75 °F
Design TO 38 °F Design TO 24 °F
Daily range M
Relative humidity 50
Moisture difference 61 grAb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 10347 Btuh Structure 10517 stub
Duds 1593 stub Ducts 2095 Btuh
Central vent(0 cftn) 0 Btuh Central vent(0 cfm) 0 Btuh
0 Btuh
Humidification 00 Bluth Btuh
Blower
Piping
Equipment load 11940 Btuh Use manufacturers data y
Ratelswing multiplier 1.00
Infiltration Equipment sensible load 13012 Stub
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average 1949 Btuh
Fireplaces _ 0 Structure
Ducts 362 Btuh
Heating Cooling Central vent(0 cfm) 0 Btuh
Nea(ft') 1191 1191 Equipment latent load 2211 Btuh
Wlume(ft') 11791 11791
Air changes/hour 0.36 0.19 Equipment total load 15223 Btuh
Equiv.AVF(dm) 70 37 Req.total capacity at 0.70 SHR 1.5 ton
Heating Equipment Summary Cooling Equipment Summary
Make Carrier Make Cartier
Trade Trade
Model CH14NBO18 Cond CH14NBO18
AHRI ref Coil FB4CNP018
AHRI ref
Efficiency 8.2 HSPF Efficiency 11.0 EER,14 SEER
Heating input Sensible cooling 12180 Btuh
5220 Btuh
Heating output 16800 Bluh@47°F Latent cooling 17400 Btuh
Temperature rise 29 °F Total cooling
Actual air flow 875 ctm
525 cfm Actual air flow 0.054 GinnchWh
Air flow factor 0.044 ctMBtuh Air flow factor 0.50 in H2O
Static pressure 0.50 in H2O Static pressure
Space thermostat Load sensible heal ratio 0.85
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
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Job#: McGowan's Heating & Air Condition... Scale: 1 : 109
Performed by Stephen Barber for: Page 1
I I n 1-1 4850 Collin Road Comfort Builder by NMghisoN
Orange Park,R 32073 17.0.03 RSU12270
' Phone:904-278-0339 Fax:904-278-0360 2016-Aug-0310:55:26
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Performed by Stephen Barber for: Page
Toll xolh— 4850 Collins Road Conrad Builder by MgloosoN
ri Orange Park,A 32073 17.0.03 RSU12270
Phone'904-2]8-0339 Fax:904278-0360 2018Aug-0310:55:28
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M-. Gwowan g Manual S Compliance Report 'eh
Data
:
� aaykO'rfs'. (Rest of House) By:
Stephen Barber
a"
McGowan's Heating &Air Conditioning, Inc.
4850 Creene Road,O,vga Pee,831073 PMne:9012769999 Fu:9062784266 Emelt:pew•s$m gwnn—an Wee:vrvxi.eu avaaae.mm
Project Information
For: Toll Brothers
FI
Cooling
Design Conditions
Outdoor design DB: 99.2°F Sensible gain: 29258 Btuh Entering coil DB: 75.8=F
Outdoor design WB: 80.2°F Latent gain: 6880 Btuh Entering mil WB: 62.9'F
Indoor design DB: 75.0°F Total gain: 36138 Btuh
Indoor RH: 50% Estimated airflow: 1225 ctm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Cartier Model: CH14NB042+FB4CNP042
Actual airflow: 1225 cm
Sensible capacity: 29646 Bluth 101%of load
Latent capacity: 6964 Btuh 101%of load
Total capacity: 36610 Btuh 101%of load SHR: 81%
Heating Equipment
Design Conditions
Outdoor design DB: 31.7°F Heat loss: 31253 Hluh Entering mil DB: 69.6°F
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Carrier Model: CHI4NBO42+FB4CNP042
Actual airflow: 1225 cfm
Output capacity: 31381 Btuh 100%of load Capacity balance: 27 °F
Supplemental heat required: 0 Btuh Economic balance: -99 'F
Backup equipment type: Else strip
Manufacturer. Model:
Actual airflow: 1225 ctm
Output capacity: 9.2 kW 101%of load Temp.rise: 43 'F
The above equipment was selected in accordance with ACCA Manual S.
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Manual S Compliance Report Job'
MeG owan s) p p Date:
Ma V,3A, ;51 r( UP STAIRS By: Stephen Barbar
L1mli4onina�.}}�_ ,
McGowan's Heating & Air Conditioning, Inc.
9950 Cdllns Road,pane Pak,n33073 PIune:906278,0339 F—8362780368 Elwl:yawbse=pO naec.mm Wtl:xw.v.moaowmaec.com
Project Information
For: Toll Brothers
FI
Cooling
Design Conditions
Outdoor design DB: 99.2'F Sensible gain: 13012 Btuh Entering mil DB: 75.IPF
Outdoor design WB: 80.2-F Latent gain: 2211 Btuh Entering mil WB: 62.9'F
Indoor design DB: 75.0eF Total gain: 15223 Btuh
Indoor RH: 50% Estimated airflow: 675 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer. Carder Model: CH14NB018+FB4CNP018
Actual airflow: 675 cfm
Sensible capacity: 13402 Btuh 103%of load
Latent capacity: 2704 Btuh 122%of load
Total capacity: 16106 Btuh 106%ofluad SHR: 83%
Heating Equipment
Design Conditions
Outdoor design DB: 31.7eF Heat loss: 11940 Btuh Entering mil DB: 69.TF
Indoor design DB: 70.0'F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Carrier Model: CH14NB018+FB4CNP018
Actual airflow: 525 cfm
Output capacity: 12948 Btuh 108%of load Capacity balance: 26 eF
Supplemental heat required: 0 Btuh Economic balance: -99 eF
Backup equipment type: Elec strip
Manufacturer. Model:
Actual airflow: 525 cfm
Output capacity: 4.5 kW 128%of load Temp.rise: 19 eF
The above equipment was selected in accordance with ACCA Manual S.
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McGowans Duct System Summary gate:
1"'3hr Rest Of House By: Stephen Barber
Cmnnemin9,,,�;y'enl .
..._..._.._.. I OJ`
McGowan's Heating & Air Conditioning, Inc.
JB50 CoIIIns Haat.O.npe P.,n 92073 Plmne:W Uh-0039 FeeW 278x%0 E 11: avAe�m ycwenax.xm N§E:wmv.mc9oweluecmm
ProjOCt Information
For: Toll Brothers
FI
Heating Cooling
External static pressure 0.50 in H2O 0.50 in H2O
Pressure losses 0 in H2O 0 in H2O
Available static pressure 0.50 in H2O 0.50 in H2O
Supply/return available pressure 0.362/0.138 in H2O 0.362/0.138 in H2O
Lowest friction rate 0.115 in/1008 0.115 in/100ft
Actual air Bow 1225 ctm 1225 dm
Total effective length(TEL) 434 8
Supply
Design Htg CIg DesigRn Dila n Hix W Mall WDuct Actual Ln(ft) FLn(8) Trunk
Name (Btuh) (dm) (cfm)
mm2 h 1373 54 23 0.119 5.0 0x0 VIFx 75.5 229.0 sills
met It 4287 168 107 0.120 7.0 0x0 VIFx 73.1 229.0 st6
emina c 1967 72 79 0.185 6.0 0x0 VIFX 27.0 169.0 st9
rarer h 2352 92 52 0.180 6.0 0x0 VIFx 37.0 164.0 st9
aryl men c 3657 108 148 0.179 8.0 0x0 VIFx 32.9 169.0 st9
amal,mma c 3657 108 148 0.186 8.0 0x0 VIFx 24.9 169.0 s119
me-A c 445 16 18 0.160 4.0 0x0 VIFx 41.6 184.0 st5
xbcnmmna c 3030 69 122 0.175 7.0 0x0 VIFx 32.4 174.0 stir
bb.. k-A c 3030 69 122 0.169 7.0 0x0 VIFx 39.6 174.0 st7
Iwmry c 589 0 24 0.130 4.0 0x0 VIFx 64.3 214.0 ails
m beth h 2193 86 56 - 0.131 6.0 0x0 VIFx 57.3 219.0 st8
mvnn h 539 21 7 0.135 4.0 0x0 VIFx 58.3 209.0 st8
m4m2 h 655 26 16 0.155 4.0 0x0 VIFx 49.9 184.0 sty
many h 2430 95 94 0.175 7.0 0x0 VIFx 32.8 174A st7
.&MbIA h 2430 95 94 0.170 7.0 Dx0 VIFx 39.3 174.0 st7
pwnrmo It 276 11 8 0.115 4.0 0x0 VIFx 79.8 234.0 st6
away It 3175 124 98 0.170 7.0 0x0 VIFx 39.4 174.0 st9
c 240 1 0.139 4.0 0x0 VIFx 55.8 204.0 stillancz h 258 10 8 0.117 4.0 0x0 VIFx 75.0 234.0 Ins
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Supply Detail Table
Trunk Htg CIg Design Veloc Diam HxW Duct
Name Type (dm) (dm) FR (fpm) (in) (n) Material Trunk
st8 Peak AVF 107 87 0.130 307 8.0 0 x 0 VnlFlx s17
s17 Peak AVF 436 520 0.130 487 14.0 0 x 0 VInIFIx st2
Sig Peak AVF 505 525 0.170 491 14.0 0 x 0 VInIFIx st2
S16 Peak AVF 243 146 0.115 549 9.0 0 x 0 VInIFIx s15
sty Peak AVF 284 180 0.115 521 10.0 0 x 0 VmIFIx st4
st4 Peak AVF 294 180 0.115 521 10.0 0 x 0 VinlFIx st2
st2 Peak AVF 1225 1225 0.115 1146 14.0 1 0 x 0 VnIFIx
Return Branch Detail Table
Grill Htg I CIg I TEL Design Veloc Diam H x W Stud/Joist Duct
Name Size(in) (dm) (cOn) (8) FR (fpm) (in) (in) Opening(in) Mail Trunk
rb11 0x0 391 244 109.4 1 0.126 885 9.0 Ox 0 VIFx rt2
rb10 Oxo 834 981 120.1 0.115 555 18.0 Ox 0 VIFx n2
Return Trunk Detail Table
Tmnk Htg CI9 Design VelocDiam H x W Duct
Name Type Wm) (dm) FR (fpm) (in) (in) Material Trunk
rt2 Peak AVF 1225 1 1225 0.115 877 16.0 0 x 0 VinlFlx
zof&Pn W1o54:1.
'f}I' wright9Oft' C.R.W8Wd.IbVMgrge.g170.03RSU12270 Paget
...M F jw\TNI ftro CATH M1021 RIghtrup Ca •-We Hw.a fame:SE
�= Duct System Summary Dae:
UPSTAIRS By: Stephan Barber
cwwrmbq_.]islt
77''JU McGowan's Heating &Air Conditioning, Inc.
4850 CWlnf Rand,creme PN.Fl 3W73 PMne:9(4-276 9Fu:OW2750355 Emell:]e¢be®mnpvxeneec.wn VNE'.wav'.mopxwacmm
ael
Project Information
For: Toll Brothers
FI
Heating Cooling
External static pressure 0.50 in H2O 0.50 in H2O
Pressure losses 0 in H2O 0 in H2O
Available static pressure 0.50 in H2O 0.50 in H2O
Supply/return available pressure 0.299/0.201 in H2O a29910.201 in H2O
Lowest friction rate 0.141 in/10011 - 0.141 in/100ft
Actual air Bow 525 dm 675 cfm
Total effective length(TEL) 356 It
SupplyDetail Table
Design Htg CIg Design Diann H x W Duct Actual Ftg.EgV
Name (Btuh) (cfm) (dm) FR (in) (in) Mail Ln(ft) Ln(ft) Trunk
born c 321 16 17 0.141 4.0 0x0 VIFx 42.6 170.0 s13
ban h 301 13 12 0.188 4.0 0x0 Wit 28.9 130.0 Stl
beds. c 2310 89 124 0.144 7.0 Oxo VIFx 42.7 165.0 st3
endo c 2503 102 134 0.190 8.0 0x0 VIFx 27.7 130.0 Stt
9.me on. c 1755 72 94 0.155 6.0 0x0 VIFx 33.1 160.0 st3
gem...A c 1755 72 94 0.143 6.0 0x0 VIFx 44.6 165.0 SO
be..,B c 1755 72 94 0.187 6.0 Oxo VIFx 30.0 130.0 SO
loft c 1850 87 990.199 7.0 0x0 VIFx 20.2 130.0 all
,loft. c 77 2 4 0.150 4.0 Oxo VIFx 34.1 165.0 st3
..Ic4 c 61 2 3 0.200 4.0 Oxo I VIF% 1 24.5 125.0 1 Sit
Supply Trunk Detail Table
Trunk Hlg Clg Design Veloc Diam H x W Dud
EN�ame Typa (dm) (dm) FR (fpm) (in) (in) Material Trunk
Peak AVF249 333 0.141 424 12.0 0 x 0 VInIFIx Sit
Peak AVF 525 875 0.141 631 14.0 0 x 0 VinlFlx
20l6fwgb310,54 ae
+ wr'ightsoft` commo B�,b, .I9eannl7b.e3R3u12270 Pn,3
IM _,o,dJw\Toll soimm\CATALM 4W1 ,, C.Ic=Me, H ..b.:SE
Return Branch Detail Table
Grill Htg Clg TEL DT163420
Diam N x W Stud/Joist Dud
Name Size(in) (cfrn) (CIM) (fl) Tmnkrb4 0x0 176 235 143.0 9.0 Ox 0 VIFx rtirb30x087110 124.0 rt1rh6 0x0 262 330 123.5 12.0 Ox 0 VFx rti
Return Trunk Detail Table Htg Clg Design Veloc Diam H x W Duct
Name Type (dM) (dm) FR (fpm) (in) (in) Material Trunk
rti Peak AVF 525 675 1 0.141 631 14.0 1 0 x 0 VnlFlx
2016MpU3 WMAa
wrightsoft- Comms Bim«wv.+mlu ft IIF .a+asuUZFO 1+ 4
._s ctim\TOII BMhf s\ TRIIU 4021 RgM.mp Ctl -MJB H-..I.cm:BE
P to A W N r- a O F
G? c &. 3 'x' g 0 5' , gc ° ° a
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Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTeks OFFICE COPY
RE: 10522TO - MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Tampa,FL 33610-4115
Customer Info: Toll Brothers Project Name: Catalina Model:
LotBlock: 027 Subdivision: Atlantic Beach
Address: 545 Atlantic Beach Court
City: N/A State: FL
Name Address and License If of Structural Engineer of Record, If there is one,for the building.
Name: Lou Pontigo License If: 53311
Address: 420 Osceola Ave
City: Jacksonville Beach State: FL
General Truss Engineering Criteria & Design Loads(Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2014/TPI2007 Design Program: MiTek 20/20 8.0
Wind Code: ASCE 7-10 Wind Speed: 130 mph
Roof Load: 40.0 psf Floor Load: 55.0 psf
This package includes 140 individual,dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date No. Seal# Truss Name Date
1 T9315079 FN104 621/1623 T9315101 Elf 6/21/16
2 T9315080 EJ13 821/1624 T9315102 F12 8/21/16
3 T9315081 EJ21 821/1625 T9315103 FG01 821/16
4 T9315082 EJ23 821/1626 T9315104 FG02 821/16
5 79315083 EJ24 821/1627 T9315105 FG03 821/16
6 T9315084 EJ37 821/1628 T9315106 FG04 8/21/16
7 T9315085 EJ47 821/1629 T9315107 FG05 821/16
8 T9315086 EJ48 621/1630 79315108 FT01 821/16
9 T9315087 Fu149 821/1631 79315109 FT02 821/16
10 79315088 EJ50 821/1632 T9315110 FT03 821/16
11 T9315089 EJ54 821/1633 T9315111 FT04 8/21/16
12 79315090 EJ55 821/1634 T9315112 FT05 8/21/16
13 T9315091 EJ57 821/1635 T9315113 FT06 821/16
14 T9315092 F01 821/1636 T9315114 F707 821/16
15 T9315093 F02 821/1637 79315115 FT08 821/16
16 79315094 F03 821/1638 79315116 HJ04 821/16
17 79315095 F05 821/1639 T9315117 HJ13 821/16
18 79315096 F06 821/1640 T9315118 HJ21 821/16
19 79315097 F07 821/1641 T9315119 HJ23 821/16
20 T9315M Foe H1/1642 T9315120. HJ37 821/16
22 T9311/1643 T9315121 HJ7 -5100 F70 821 T93199 F098221/1644 79315122 HJ57 821/16
The truss drawing(s)referenced above have been prepared by MiTek
USA,Inc. under my direct supervision based on the parameters •� ,, . SF'••'Li 'p
provided by Building Componegt Supply.
iso
Truss Design Engineer's Name: Albani, Thomas
My license renewal date for the'smte of Florida is February 28,2017. =
. .v: t��
9 •. STA E OF
IMPORTANT NOTE: The seal on these truss component designs is a certification ���
that the engineer named is licensed in the judsdictiop(s)identified and that the 1 Q. �N I
designs comply with ANSI/TPI 1. These designs are based upon parameters '��$$' """ E�%%N
shown(e.g.,loads,supports,dimens' ns,shapes and'design codes),which were 7�rr of r NA,Lt O
given to MiTmek. Any project specific Wo ition included is for MiTek's customers i
file reference purpose only,and was hot taken into account in the preparation of normsk a16a9 p,E ltoa9960
these designs. MiTek has not indep`ndently verified the applicability of the design Mnrt USAlns I11Gl6691
parameters or the designs for any particular building. Before use,the building designer 6908 N"Ew B6 d.bnprfL=10
should verity applicel ility.of design parameters and property innotporate these designs Oak, i
Into the overall building design per A)6617PI.1,Cbapteg2. ' August 21,2016
Albani;Thomas 1 of 2
FFICE COPY
1
9
a
e "
i E 5
5
SECOND FLOOR LAYOUT FIRE
SCALE: 3/16" = 1 '13" SI
BCS
NLDIOMPS.- NC.
Ba"o. IL S ao9
.a LIP HILL
c0: 904.297.9390
F: 904.529.1 406
_ BEARING HEIGHTS
Id-1 1 /8',
12'-1 1'B"
20' - 7"
THIS IS A TRUSS PLACEMENT
DIAGRAM ONLY.
These busses are designed as
nc hidual bulking comporents to be
Incoryorated Into Me building designed
Me apeaifi®Gon of Me building
designer.See indiNdual design shenta
a for each truss design denuded on Me
e placement Meaning,The building
designer is responsible W temporary
b
and permanent racing of Me rood andre
floor system and for Me omll
struoure.The design of Me truss
support aVucAL.ind.ding heads.,
beams,walls,and wlumi.Is Me
rea,minsibilgy of Me bulWbq designee
_ For general gukance regarding
bracing,consul Tfi inq W Wood
resses'available nom the TrM33 Plane
InaMute.SS3 D'Onififo Drive:Madift ,
WI 531]9.
j ATTENTION.
Rehr to truss layout and engineering
ddwmeme Met amve with delivered
Said!trews.
! Unleas noted otheradim.all beams are
by others,
.—m .
0oiaan 5
r5L
cuaN. rase
12
sum-10N c...uw.aNx
EL AMDN 9wmmic
LOT # RRma 9Hs
DAV.
T FLOOR LAYOUT 027 06/19/2016
I RcrY
'ALE: 3/1 6" = 1110° 1 110522
OFFICE COPY
RE: 10522TO -
Site Information:
Customer Info: Toll Brothers Project Name: Catalina Model:
LoVBlock: 027 Subdivision: Atlantic Beach
Address: 545 Atlantic Beach Court
City: N/A State: FL
No. Seal# Truss Name Date No. Seal# Truss Name Date
45 T9315123 J01 8/21/16102 T9315180 T44 8/21/16
46 79315124 J03 8/21/16103 T9315181 T45 Mills
47 T9315125 J11 8/21/16104 79315182 T45A 821/16
48 T9315126 J21 821/16105 T93151 a3 T46 821/16
49 T9315127 J31 821/16106 79315184 T47 821/16
50 T9315128 J33 821/16107 T9315185 T48 821/16
51 79315129 J35 821/16108 T9315186 T49 821/16
52 79315130 J41 8/21/16109 T9315187 T50 &'21/16
53 T9315131 J43 821/16110 79315188 751 821/18
54 T9315132 J45 8/21/16111 T9315189 T52 821/16
55 T9315133 J51 8/21/16112 T9315190 T53 821/16
56 T9315134 J53 8/21/16113 T9315191 T54 821/16
57 T9315135 J55 8/21/16114 T9315192 T55 Mills
58 79315136 T01 8/21/16115 79315193 T56 Mills
59 79315137 T01A 821/16116 79315194 T57 821/16
60 79315138 T02 821/16117 79315195 T58 821/16
61 T9315139 T03 821/16118 79315196 T59 821/16
62 T9315140 T04 821/16119 T9315197 T60 821/16
63 79315141 T05 821/16120 79315198 T61 821/16
64 T9315112 T06 821/16121 T9315199 T62 821/16
65 79315143 T07 821/16122 79315200 T63 821/16
66 79315144 T08 821/16123 79315201 T64 Mills
67 79315145 T09 821/16124 79315202 T65 821/16
68 T9315116 T10 821/16125 79315203 766 821/18
69 T9315147 T11 821/16126 79315204 T67 821/16
70 79315148 T12 821/16127 79315205 T69 821/16
71 79315149 T13 821/16128 T9315206 T70 821/16
72 T9315150 T14 a21/16129 T9315207 T71 821/16
73 79315151 T15 8121/16130 79315208 T72 821/16
74 T9315152 T16 821/16131 79315209 T73 821/16
75 T9315153 T17 821/16132 79315210 T74 821/16
76 79315154 T18 821/16133 T9315211 T75 821/16
77 T9315155 T19 8/11/16134 T9315212 T76 821/16
78 T9315156 T20 a21/16135 T9315213 T77 821/16
79 79315157 721 821/16136 79315214 T78 821/16
80 79315158 T22 821/16137 T9315215 T79 821/16
81 79315159 T23 821/16138 79315216 T80 821/16
82 T9315160 T24 821/16139 79315217 T81 821/16
83 T9315161 T25 821/16140 T9315218 V01 821/16
84 T9315162 T26 821/16
85 79315163 T27 821/18
86 79315164 728 821/16
87 79315165 T29 821/16
88 T9315166 T30 821/16
89 T9315167 T31 821/16
1/16
910 T9315169 T33 811/18
92 T9315170 T34 8/21/16
93 79315171 T35 8/21/16
94 T9315172 T36 821/16
96 T9315174 T38 8/11116
97 79315175 T39 821/16
98 T9315176 T40 Mills
99 T9315177 T41 821/16
100 T9315178 T42 821/16
101 T9315179 T43 821/16
2 of
JOE Truss Truss Type CityRY
IX 150 B
1D522TO U04 Jack-Open 2 1
JOE Releaet bp'onell
Buildng Component Supply, Jedwonvllla,FI32256 820
010sAR 2018 MITek Industries, Avgi81HKd3fl2016 PMF4
16Ga00ry4s00 OVS%iBldYylgy-VWJ_ASFDVZNCM08Nrtd50O%HKd3i1CB1pxeymF4i
40 4-00
L4.o 1 4LL '
Ewa-+]o.5
3
3W 12
e
5
2
6
1
a
4
I
4-0d
ooh
LOADING(pi SPACING280 CSI. OEFL in Qac) VdeX Ua PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.O1 4-] >989 240 win 24N190
TCDL 10,0 Lumber DOL 125 BC 0.15 Vi -0.03 4-] >999 180
BOLL 0.0 ' Rep Stales¢Incr YES A 0.00 Hor4TL) 0.00 3 Na Na
BCDL 10.0 Code FBC2014 P12007 MNdx-MS Wert 141b FT=M
LUMBER- - BRACING
TOPCHORD 2M SP No.2 TOPCHORD Structural whoa sheathing drectlyal:plied or 40.0 oc purlins.
BOT CHORD 2x4 SP No.2 BOTCHORD Rigid culling directly applied or 10-0-0 oc bracing.
REACTIONS. QNslze) 3=99IMacnanlcal,2_251/D5E,h-45M1ecbenical
Max Horz 2A7(1_0 8)
Max Uplift 3--33(LC 8),Y-74(1_0 8)
Max G.3=¢8(1_01),225111111_4=7111_0 3)
FORCES. (M)-Max.CompMax.Ter.-All forces 25l Qb)orless exreptw4en shown.
NOTES
1)Wind:ASCE]-10;Vult=lWmph(3-second gust)Vaud=101mph;TCDI-5.opV;BCDt_5.0psr;h=25X;BA511;1-24X;eave-AX;Cal.
11;Fey B;End.,GCpl-=0 M.MFRS(dlrec0onal)and CC F�dedor(2)-140 to lR-O.Intedor(1)1-8-0to 911-4 m ;C-C br
ambers aM forces 8 MFRS for mai shown;Umbar DOL-1.80 plate grip DOL=1.80
2)TNs from has bean designed for a 10.0 pill Wim chord Ilve bed nhncooddha t With arty other IIi Ionds.
3)-Thla house Ilea been designed fora live load of 20.0ps1 on Ne bottom chord In all areas Mom a rectangle 340 tan by 2-0 0 war
Wit In between Me Within chord and any other members.
4)Refer to Module)for truss to truss connections.
5)Frei mechanical connection(by others)of blues to beaMp plate capable of wiMstani 1011 ID uplift at joint(s)3,2.
Q WIPXWO YMN MenpvmM i,.mo ded..hasY1h WCLWEOIPIEN aaffe4NLEV1hE Ai11Am.Ih0.V1016 aFF0/IE heE
e¢aVn Wpla Oespn a,—W Y urm pclarelev9wvnc—he fa m.1.Meklnd canF.IeI1L ml
0lm p
e la
ryileViePuw ,,he Jud Hader_must vMNIM[4%MkaMINoI WLgn nelenaM o,,cm NcaP'aalo lM aeagn Imitate ovwdl
View—, oIIMMtlut lnmwal .I..."nounuou wYY-Aad11n✓1 iz1nW WOKIcem'nenitr Ap
ao—mpaetllw GcdMWlo IXevenl cotl4ae xAmn»le CelwM Mry m"I popMyavnave. rwgerwd PkW�ce�eW�V R9 NN Pia Eetl Bbl.
ration .qww.wdY1rye M1am' L—oflcrola MInui Nlllmesagltinayren,tile¢/,MwI/MI Ou%ly(.MM0.DHdeaW ae3l euNlp CanP4rwar homeF .10
Job True Trum Type Ory Pty
T9315m
"'I'l U13 Jeck-Open 3 1
Jab Referew:e(opria d)
BuildiM Corrmcnent Supply, Jacksonville.F132256 9.010a Apr 20 M16 MiTek lNurtnes,Im. Fn AM 1915:19:322016 Pagel
ID:Ga0grWPIdME0YWM nYygMs VWJ_ACFORNCR%951r1tl51 W)Jid3NC9npmymFM
-0 -0 30.0
Iio 360
Sale-1:146
4
s.m 1z
ass� 12
3
d
2
f
5
.10 If
aha aoa
as l zslz
PIM ONse6(ICY)- 12'038,Etlg I
LOADING(pal) SPACING- 27 C&. DEFL In poc) Veep W PLATES GRIP
TCLL 20.0 Plate GOP DOL 1.25 TC 0.11 Vert(LL) -0.00 10 s999 240 wo 24W190
TCDL 10.0 Lander DOL 1.25 BC 0.06 VMt(TL) -0.00 S10 s999 160
BOLL 0.0 ' Rep Slrees her YES WB 0.00 HioncrL) -GOD 4 No Na
BCDL 10.0 Code FBC20IAf P12U07 who-MS weight 170 FT=20%
LUMBER- BRACIRG-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood strealHng directly applied or 360 ac purbw.
BOT CHORD 2M SP No.2 BOT CHORD Rigid ceiling direNy applled or 10-00 oe binning.
SLIDER Left feet SP W.2 180
REACTIONS. (INsim) 4=4tlMecllanical,2_26&O3E,5=12/Medrenlcel
Max H.2=71(LC 12)
Mex Uplift 4-24(LC 12),2—W(LC 12),5=16(LC 9)
Max G.4-11(LC 1),2=W2(LC 1),5==37(LC 3)
FORCES. (Ib)-Mat Can,M)Wi.Ten,-All forces 250(Ib)or less except Men shown.
NOTES
1)WIN,ASCE 7-10;Vu11=130mph(&second gust)Vasd=101 mpn;TCDI,ei.0pd;BCD"arpsf;f-25ft;B"M 1L24ft;ease Oft;Cat.
11;EIte B;Enel.,GCpi-=0.15;MFRS(directional)and C-C Eldedog2)-1+0 to t-S0,IMenor(1)I "to 2-114 ears;cen4lsear left
exposed;porde left and nght mgos atGC for members and forces&MFRS his reactions shows;Lumber DOL=1.60 plate gdp
DOL-1.60
2)This truss has been designed for a 10,0 psf Mdom cMnd his and nonaonwne rt with any other INe loads.
3)•This[mss has been designed for a live load of 200psf on Me WM chore in all asses Mem a rectangle 3801011 ay 2-0-0 sets
find fit betseen the bottom Mid aM any other members.
4)Refer to glndeds)for truss to fuss connections.
5)Provide mechanical connection(by ome s)d Mass to Learn,plate capade of wMslaM'mg 10016 uplift at joings)4,2.5.
A..a VMly CvgnprnMveuMaEEpwllEe eX lIY IIIANCLUOFDYIEN PEFEIYXCE PI4EY!)lAm.lepYAIBBEWaE4¢
DesR�vaa ar ova orvv mm Mla.ffia loa nwa�antomedwvwer�e�arele,.arown.ale ra mlr�awa aAaN�arriwr�eaf mar
o-MBMIam.telae�m.BVipEdYq(Iw�wmBlwla'Xiagyicdatly IXtlWl911Manelersad RCPerIYFcwna'rsle mL tlew'n Nb IM OVaW
Ao,d.w..wmkpa�lMedAbplewnlMrdaknakdra ynwwwavuIXwomemee arts.neelanm rmmwrwaacemapm a�la9 M !k
tRrµare[eY1edM WEiyaWlopBVstcdgH VM lablkBeP�dk98Yatl RooerrY Wm Ja. fa perierdgdtivice regaWgme aBW Pena Eul eXJ.
kd6rnw.N�e.ae6wY.erecponmaerwneole�mowvgat«ux1.>5xwml owM ce.m.oseaParaeulwwzNc«.ro•.rn Te a3x10
EYM/exmiWlenrnWdaM1mrins FMbYeNN.21e N.1ee51ree1.916318.IleVobb VRYL3I E. rsW
JobTruer True Type Ca, Ply
9315081
10522T0 U21 JKk-Open 2 1
Job Rate2016 we Industries,tonal
B141011g CompaWM6upgy, JadWonviIN,FI32256 9.O10aApr2020a a MITeks3ghKtT Fri Algl916:19:3320NT4"Fl
IDGo00ry9sde(1E0YSX991UYylryy-zjIMNCOegsV339M1HiTMGUyeBpEKMWVBRpXNT4ymF4e
140 10-0
' 14.0 1 100
6cMe=f:es
3
6. 012
2
9A
a
1
4
s
axe II
too
too
Place O11aeN ULYH- 15:0-0-I OtEI
LOADING(psi SPACING2-0O CSI. DEFL In Qac) VCell w PLATES GRIP
TCLL - 20.8 Plate Grip DOL 1.25 TC 015 Ved LL) 0.00 5 o9B9 260 W20 240190
TCDL 10.0 Lumber DOL 1.25 BC O.IX4 Wart ) (k00 5 1999 180
Bi0.0 ' Rep Before,lncr YES wl 0.00 H.UL) -0.W 3 Ne Ne
BCDL 10.0 Goals FBC201pTPNo0) McNx-MS Weight 6l Fr=20%
LUMBER- BRACING
TOPCHORD 2x4 SP Not TOPCHORD $a11CWld Wvod sheathing dreo9y applied or 1-0-0oc purlins,
BOT CHORD 2x4 SP No.2 exceplendvelllmis.
WEBS 2x4 SP No3 BOTCHORD Rigid calling directly applied!or 10110 M bradng.
REACTIONS. Qbsls) 5=20WO5-0,3-33IMeUvnlral,4=11/MetlrBlncel
Max Hort S (LC 12)
Merz UOIM 5=)2(LC 12),3 M(LC1),�ll(LG1)
Max Gley 5=200(LC1),3=15(LC12),4=9(LC 3)
FORCES. (Ith Max.CanpdMincTen.-All losses 250(Ib)orlsv except Wfienshow,
NOTES
1)Wind ASCE 7-10;VUI1=130mph(3-second goal)Vaad_-1011aph;TCD1-- i;BCDL=S.Opsq h=2511:B51C L1'4f1;Para 11;Cat.
11:Exp 8;Encl..GCpI=0.1B:MFRS(diredlong)and C-C Edetlor(2)mile;end rental left expread C-C for manbers and forces 8
MFRS lar m r.tio s m.;Lumber DOL-1.60 plata grip O0L=1 60
2)This Huss nes been designed for a 100 pal bodom chord her load noncoourreM Witt)any other IMe loan.
3)-TMs three nes been deslgneal for a Tits load of trai on the bdtom chord In all areas anon,a rectangle 0,6-0 tall by 2-0-0 was,
vill tel belWeen the ho11mn ctaN are,any other members.
4)Rotor to glyder(s)for anus,to truss connectors.
5)Protide mechanical connection(by others)M thrse to hearing plane capable of v4mstanding 10011,WIM ae)oings)S.3.4.
A W4a.MNaYuaxtlulpnpumnx.mNBFJe XOTfa O.Y 1Ma1Xa WCLYOEa BIIfxaERPRNCFY1aEM6)49 m.lOAK015 BEWFE UeE �
neLLp1 vdltl Iwuw dYY Wen INIak@conwbc Butle'�6 LmvlaYY Vxu Wwielen O�ovnl.emtl hew m YMN[xwl txl RgcmmWcnl.rcrl
tl M1�nryslem P¢Nsue.IM pYdlpdes�u�mul V9ery leu moi.ICWx1Yal�Ypn Fvm�nlersmtl po{enY M:wpwale ink tleSbn Mollui��wail
IrAare mali�. ®«MarlxolmBmpre�.,1 IacW�g MIIWana mnYreomelw clrvd memhal:orvv. naellwa lemwwaal..wmm M[TBk
kw.ak=rawleo rolnauM«efopaLrerllrol4/e Wlnl Palewr]kW.vmdpwadv duna�e. rw gere�a Weawa mewtlkeme sew'ass,a.n ar e.
robsco M of acho nsho".wecei t acN olnwse Pxf IlussyleUm.w4M1/IPII GWIYCAMb,D5kJ9wJ Kfl wX]Na CaWmxll
rpNyllxan�o9m�wdklMe M1an inn PMb Y4MYe.110 N.leo SM1aei.AIM.IIR,IIemMI¢VhT2el<. T.arye,Ft 33s1a
Job Trac buss Type Ory Ry
Tes15662
10522T0 EJ23 Jack-Open 3 1
Job Refe2016 Mixes D lime)
Building CommlWnl Suppry, Jecksomihle.F132256 6.OfOCApr lVyt 16MITek IMsW$Mlm. Fri Aup1915WvBRW16PaFet
IO.GOOaryPc4eME0Y5X'I91EYylryy-zfNANGGe0sV39BIiKfINGUyeCFtl MWVBPpXNT4ymF4e
ti-0 2]d
too 2]6
Sul.=113.6
4
6LO 12 1D
s
3
2 $ w
1
5
3�8 1
2]A
2-]b
Plat 011sai Y!-
LOADING(pan "PACING, 2-00 C61. DEFL. In pm) Vdeg W PLATES GRIP
TCU- mo Plage Grip DOL 1.25 TO 0.11 Ven(LL) -0.00 S s999 240 I'l 24U190
TCDL 10.0 Lumber DOL 1.25 BG 0.06 VsnTL) -0.00 56 s999 1W
BCLL 0.0Rep"three Inor YES WB 0.00 HartQL) DW 2 Na We
BGDL HID Coda FBC2014/MPI200] Matrix-MS Weight:1410 FT=20%
LUMBER- BRACING,
TOPCHORD 2x4 SP No.2 TOPCHORD SeudOral wood sheaf dlredryapfilled or 2-06 of,purlins.
BOT CHORD 2x4 SP No.2 BOTCHORD Rigid cNling tiredly applied or 1000 W bmdog.
SLIDER Left 2x6 SP No.z 1-60
REACTIONS. ga.l]a) 4=55IMedWnICN,2=203N-5A,5-1]Atechankel
Mex Hinz 2=(58(LC 12)
Max Uplift 4-23(LC 121,2=49(LC 12)
Mex O.4=55(LC 1),2-2 (LC 1),5d2(LC 3)
FORCES. (to)-Mai CompJMax.Tel All tortes 2%(Ib)or lase except when dawn.
NOTES
1)W Intl:ASCE 7-10;Vult=130mpb(0Lsl per)Veatl=l otmph;TCDLS.0Fd;BCDL6.Opsf;1,-251";B=45X;t_2MS eava=411;Cat
Ii;Ellp B;End.,GCp1-0.1 S;MFRS(directional)end C 0 EMelior(2)-140 to 1mebor(1)I "to 26-12 zare;C-C for
members and!torte."MFRS for reastions.howl%LWrlber DOL=160 plate Mile DOI--1.W
2)This truss has bean designed for a 10.0 fist bo9an droop Ilve load nonmmunenl MM airy otter INe loads.
3)'This Wee Ilam been designed!fora glue load of 2OCFdf on the boXom chord In all areas shere a rectangle 380 tell by 2-o-0 Wife
will fit beNveen Ne boRm cMrd aM airy otter membem.
41 Fisher t0 glyderlm)for INSs t0 three CWned10W.
5)Pmmtle rnechanlcal mmection(by othre s)of three to bearing plate capade of Withstanding 100 to uplift N Idnt(s)4,2.
Q WARNYIaM_wmY-Vw4x4.tlpnpaerwraxWWFAr NOR.QV 11BANa NCIUUFOYIFA'IILKMNCE/MEY>.Y1 m.16eYNIe BEPoMYeE
�U�WMMlS xYIeMIDca.¢ciac Rl[MtyTkW]ayY Ww�frzarel[x55w.x�.aeklw TxvlNkAid WMVMp ttmMwre.rv�l
Mnq[Iem.Belue us.ttn WtleLLa�¢�mwivallylMgFMcdMllYoldefan rvtmaMrtaNpopalYL�^�M1eoh+ntcwLLanlnb m.ovoid)
waa.xslP..1.Tne.diwleen.l�wertlaraalmw+wln�wa�Taacmm md,aeamv.nauwal..rw�w Tdvrm�T.rlaTre MRek'
edwaK�.4aetllw JdLXyaWto pevenl wnr Frim.p.rda nYuv rid q.PadYtlanm.. fdgensd guaaice�eeofhg p�. 6BW
FG.XU son
IdrlCpiMV Ldme.ddM1ay.ae[Mndd bwAp of MaMsod Mm Ml.mx reaWWlell CuiIY CMM.,OY-09 aq BC9lNi,pCmPanxx T.irye, L.3a1.ln
wx.ly kywrgb�prcetCls Yani�Rah llWlule.RlaNlea 5eee1.9x1e a1R.a.vaxmla VAY[31<.
JODTrues Trues Type Oy Ply
IX 15089
10522T0 EJ24 Jack Open 1 I
Job Reference tionN
BUlding Compaent Suppy. Jacksonville,FI 32256 6.010s AM202016MIToklMw4m99.1m. Fo Aug191SIS312016 Pagel
ID:Go0gygMWEOY XnldYybpy-RVRkaY GRAB WWDAWIABNWL SMffGW MF44
A]4f
2]e
Scale 1:13.6
3
6.00112
46 i
2
1
4
Bre II
z-]e
zea
Plate Ogsets(%.Y)— (1:0-2-12,0-1-141
LOADING(pal) SPACING2-09 081. DEFL. 1. gm) I'm I PLATES GRIP
TCLL 20.0 Plate ChipDOL t25 TO
0.08 VeA(LL) -0.00 ] 49119 240 MT20 244/180
TCDL 10.0 Lumber DOL 1.25 BC 0.0] Vert(L) -0.01 4-7 4999 180
BCLL 0.0 ' Rep Stress her YES We 0.00 HOO(TL) 0.04) 1 We Ne
BCDL 10.0 Code FBG201MLPI20D7 MCOy-MS Weight:12D FT=20%
LUMBER, BMCING
TOPCHORD 2x4 SP No.2 TOP CHORD Simdural wand sbealf directly applied or2-7-8 on,puUre.
BOT CHORD 2x4 SP Nm2 BOT CHORD Rigid telling directly applied or 1090 oc eroding.
SLIDER Lot W SP I14L0
REAC11O11S. gbsim) 1=103rO5E,3yJ]RAa:eenlce1,4=35rMecM1anlcal
Mex Hort 1=37(LG 12)
Mex Uplin 3—28(LC 12)
Mex G. 1=1W(LC 1),3=67(LG 1),4 15(1.0 3)
FORCES. (th)-Man Comp.rMarTen.-AIIMrca32WOb)orlessexmptwhanshom.
NOTES
1)WIM:ASCE]-10;VUI1=130mph(3aecond gust)Ves0=101mph;TGDt-5.Dpst,BCD".Dpw;h=25n;B st"411;ea ft;Cat
II;Exp B;End,GCp"18:MFRS(direcilmal)and C-C ExleBon(2)mm;G-C for members and 13rcas 8 MFRS for reactions
shoran;Lumber DOL-1.6)plate grip DOL=180
2)TMs truss hes been designed for a I00 psi Whom diertl INe Ioed nonwmierent WM any other live loads.
3)'Tha buss hes been tleeibW for a live load of 20.0palf on the botlom chord In all more More a rectangle 389 tell by 2-0-0 wide
1MII nt between me Doban Won]oral any other merriment.
4)Roper to girder(s)for imss W truss wnneollow.
5)Pmvlde medlanlcal connection b"hers)M truss to beating plate capable of a thsferI 100lb With at Iola(s)3.
tvfanh vale h 1. OWpnpmnMa=W aE10H0lESWITXIa RNO WCLOOFO.1NEN aEfEPINCEVI4E NYATJ m.IpwYlplSaefOPEV56 '
ux wAY'M�Mlek9cmwclwe IIS W99n a Wee cWy uryn(nranefms9vm�aglsfa mMMOiM dNOR sn�Wrcnr,not
Rlesspirn CnJ oonh.IM.IM embrer moHhoof lhhvo41cdAlryolee5gnppb,oro" m] anal,` Y vhe[�YFnlnlaanovi
wire,em:ien. ®anemnwm.ei.mPreveM ea�nn3 nDlarwwl,�,�„�Q.lwrawnlarrleer.mv.sm+enn l�nl>orw�ewlrnalentnow,e MiTek
e woy�Iwaree wr.larvlhanato aeverlf mlas.�.nlnP�kwcela.a nkxyaa P^Irrhdane9a. 'oreenam w4dal�e repwW xre apo van.sen el.a.
Mvtolbl norwe.eanrery.aeca—wJ beteg of lm.¢asaWllw•Yaemt 1111 OIM Wro. 4pNMaq aCfllllgCwnWnele 4
smyaramalon au�arra,n hla Rrna rldmne.2faN.l�slraar.sxlamzrra.malavA p2at4. Ta�,v4a aaefp
JobTnsc True Type any By
9316 e4
10522T0 EJ37 Jerk-0pm 4 1
Job lbnel
Bulltl'ln9 Companmt Sippy, Jeckeonwlle,Fl32256 B.OfOSAB20OMMiTe20IDMiTekhdusldec,Irc. R1Au91915 :81201 Eager
ID:Go0gry9s4e01E0YS%ieldYytrpy-RVRkeYHGRAdMJGW DANIABDLLOH6NKITGHWymF4dymF4O
10 Y0-0
td-0 ]0-0
3 Srale=1:35.4
a.W 12
B
3x0 i
2 � A
1
5 4
exio M129Hs=
71.0]a-0
LOADING(psi) SPACING 2X1-0 C81. DEFL. m"e" VOM lb PLATES GRIP
TELL 20.0 Plate Grip DOL 1.25 TC O.n Val 0.20 45 x398 240 W20 249/190
TOOL 10.0 Lumber DOL 1.25 BC 0.88 Val -o 4-5 >285 180 MT2011S 187/143
BCLL 0.0 Rep Stress bra YES WB 0.00 Hoa(TL) Odl 3 rlN Ne
BCDL 10.0 Cuda FBC2014]FP12007 Me01nMS Weight 3111, FT=20ts,
LUMBER- BRACING
TOP CHORD 2x1 SP No.2 TOPCHORD Structural wood sheralNrlg directly applied or 600 oc Write,
BOT CHORD 2x4 SP No.2 except and whical5.
WEBS 2%45P No.3 BOTGHORD Rigid telling dimity epplled or 4 Y12 oc busing.
REACTIONS. (Ixid,a) 5a3]OPo3-8,3=182 lftanicN,e=80r11keonanical
Miss
Horz 5=185(-C 12)
Max Uplift 5=-6(-C 12),3=-9](LC 12),4=E(LC 12)
Max Gray 5=3T0(LC 1),3=182111-C 1),0.128(1103)
FORCES. (Ib)-Max.GanpAAa%Ten.-AIIloroe3250M,)orlessexceplemenshown.
TOPCHORD 2-5=315/183
NOTES
1)Wird;ASCE]-10;Vu11=133mph(3-second gout)Vasd=101mW;TCDL=S.Opsf;BCDLd.Opsl;125f1;B7 5X;L- 4M,eave=9ft Cat.
11;Exp B;Eml.,GCpi=0.18;MFRS(deactiorral)abd C-O Exlall-1d-0tol&0,lntedou(i)13-010811-0zone;end Ve cal
left exposial for membem and farces 8 MW FRS for reardlon r shown;Lumber DOL=1.80 plate gip DOL=160
2)All plates are W20 plates hitless othervAse indicated.
3)TMs truss has been designed lot a 10 0 psi bottom cM1ON live load nommorncurrent Mih any ottear live loads.
4)•This truss has been designed for a live load of 20 brief on the bottom chard in all areas where a rectangle 36-0 lady by 2-0-0 Mie
MII M between me Mmom cflord and any other members.
5)Retial to girders)for truss to from connedlons.
6)Poorly mistral connection(by others)of truss to bearing plate c;oable of Withstanding 100 lb W M at Ioint(sl 5,3,4.
QWI/Ipe Y�I/ycVangrmrw aE OHOTES QV INISIMO AYLLWEOWIER aEfm4NCEPIO Md'!0 EFO E s. �r
r,,a WI0 tauce MV Wm amvfoarinnete—nom . V - - fe'leI l `
tots una telae i¢e .."o
rof xt . wding nro q;ulcatirvo de9{Flp 1-r lm mYlP0.'��rl ppolaRlM x
klNd agyanea lr°rr°.rzwnmal'q �als�' Mll;'r, ';�e.,i.,-;aaaln ma°"rY« ,wg,'u`rnr MiTek
NbkOlbi slVay.tl�very.eleclkn mldackq dimedsaaMM1lNeiyAemi oaBWu/IRI Cu11y QXwla.bsedf mot sea eNMseanpananl
Err.r.I.Eco aNe.
9Wlywpm4e:a a.Jctle M1wn liu%OMYu41Jre.RIB N.1�Sllee1.911e 312Nsmld�a VPR2]II. Terr,FL 3Y1n
JabTmee T.Type ON Pty
TB915005
10622T0 EJ47 Jack-Open 2 1 .
J20Rel6reliTkin uste
Building Componnt Suppry, Jedacmnlle,FI32256 8.010s Ae20201 -v5e MuaUI Irb. Fd NIO?g 5:QOTu7018 Paget
ID:Ga0gR9s4e0ffOVSXBB1dYyMpy-v5 BouHUCUIMrImIOkZNIOBkCEgOOTu]OUxrymF4c
a0 POO
1i0 }pe
Boner=1:24.6
4
&0 12
13
44
9i4% 12
3
1 z
s
W6 II
000 700
.0
0.04 .
%Ne OOseN MY)- t2:0,2E0-1-111
LOADING(paq SPACING 2-00 CSI. DEFL In floc) leastLetPLATES GRIP
TCU20.0 Plate Sea DOL 1.25 TO 061 Verl 0.22 5-10 x373 240 W20 24M1B0
TCDL 10.0 Lumber DOL 1.25 SC 0.52 Verl 10.23 5-10 x361 180
BOU 0.0 Rep SlresS lncr YES WB 000 Hoa(TL) 0.07 4 Ne Na
BCDL 10.0 Cads FBC2014?P12007 Win.MS Weigh:2711, FT=2O%
LUMBER- BRACING
TOP CHORD 2x4 SP Nat TOPCHORD Slmduml wood sheathing drecllyapatet or 6-0O m Futuna
BOTCHORD 2x4 SP No.2 BOTCHORD Rigid telling directly applied or 1010-0 oc breMrg.
SLIDER Left 2x4 BE N0.316-0
REACTNINS. lbsim) 4=17OM1achaniaal,2�7NM,5=7SSA xMarical
Mex Harz 2=129(LC 12)
Max Uplift 4-78(LC 12),2=126(LC 12),Si 12)
Max G.4=1]0(LC 1).2=387g-C 1),5=121(LC 3)
FORCES. (Ib)-Max.Comp,Mm.Ten.-All forts 250(b)or lege except wtlen shown.
TOPCHORO 2-4_134/280
NOTES
1)Wind:ASCE 7-10;Vub=130mph(awound guN)Vast6101 hi TCDI-5.Opsf;BCD"- Opsf;F-25ft:B=45ft;1r24ft:save SII:Cat.
11;Exp B;End.,OCpib,t 8;MFRS(dire s elal)end C-C Extrusion(2)-11,0 to 1610,IMedor(1)I "to 6-11-4 zOrre;mntilever left
exposed;porde left anal fight exposed:CC far maintain eM tortes 8 MW FRS lot reacllons shoes;Until DOL=1.60 plate Mp
DOL=I 60
2)This Muss has been designed for a 10.0 psf bollen Mond use bed nonwrlcwrent With am7other live loads.
3)•This trues hes been desigrwd for a No load of 20.0psl on Ne boham chord In all areas were a relangle 350 tall by 2-(,0 Wife
vii fit releaser Me boftarn choral and any other members.
4)Refer to girder(s)for Muss to area connediels.
5)Pwift mechanical connacio f(by there)d truss to bearing plate capable of wi ertanding 10016 uplift M loint,i)4,5 except cWti)
2=126.
Q WAMINO VwYy CWBn pranxem en!eEP a NatES an iXIS PNp.we 1/aEa IMEI eEFEAAMCE PIOEYF)4Am.IORHM6 BEFOPEV4E
��WtlMv¢aYywlln MIIACwnrvn]oiz Ilntlnily,a InwJ oNy upm lwanrelers Mon.anal ern m YueukAM IMtlkp ecmwviml.ml
WQq
Mn Mlem IKlae wi IM1e dltlpg Ce9wun mirsl veAN IM gNkdAllYol tlmpi Wlarelasmrl wwuOYrenM�ee Awre bio meoValNl
�LLF.mxF2inlNreakmweienl W,WhgMIMWkI�M ln�awM,nxlln claitlmemlu
iwgsreceiv. M lwnFUW aq Pamere,e axhg fek'
aRwoy.�epWe0 kx ud:YlNaM io pnvemcWiyre Ninp�le pa�a^ulMW wd wIXwnV Oen iess.idB �e�egaerm ll¢
MNkMeasona 3e,tlelNery.ueclM mlMw4p of is.,o. Mm M4,mi rr6WlVI%I1Jry CIXnN,oea-0f uM aUI WINptwnpanxa 6YM GeIL EV,BM.
XMy VlpmMm wtlMAe aan 4�FMe hsXMe.41B N.lee Skee1.5u1R]12 NemMb.VPYl31 GFL 33610
Job Tree Tues Type Gy RY
T0315086
IcMTO EJ48 Jack-Closetl 8 1 ''
Joh Relererce Bund!
Building CpmpplNllt Soppy, JeckecnNlle,Fl32258 B.00YS ?20YybpyvTekl HUatriIWrj WNIRhk15:1 P.3u7W)Uyege1
ID:Oo0gIy0s4e0ffOYSX981tlYy6p}v6 6wHUCUIMrjmICMZNRM1I®SgOSTNW%xymFk
.1J-0 4.61z 9.1d
r1+0 4Flz 4
6 Scab:1]00
6 an 12
2e4--
13
0
2
l
&td _
btd
%N OB IXYF- 12'(Y3d EWel
LOADING(pelf SPACIN 2-0O CSI. DEFL In (Ioc) IMefI W PLRTES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Ven(LL) -0.90 ]-10 X530 240 W20 24/190
m
TCDL 10.0 Luber DOL. 1.25 BC 098 VeQTL) -0.53 )-10 >205 180
BCLL 0.0 ' Rep Stress Iwr YES WB 0.19 Hoa(TL) 0.03 2 IVB Na
BCDL 10.0 Code FBC20lY PI2907 while-MS Waghl:41 lb 7=20%
LUMBEW BRACING-
TOPCHORD 2x4 SP No.2 TOPCHORD Structure!w all sheathing directly applied or 09-2 or,Pauline.
BOT CHORD 2x4 SP No.2 BOTCHORD Rigid milhg directly applied or 1080 ac breong.
WEBS 2x4 SP No.3
SLIDER Left 2x4 SP N0.3180
IIEACMNS. gbsae) 5=107IMecM1anlce,2=448A1-5d,�250r04ecM1anlwl
Max Hou 2=160(LC 12)
Max Uplift 5=52(LC 12),2—50(LC 12),6-23(LC 12)
FORGES. (Ib)-Max.Comp.IMa Ten.-All forces 250(Ib)orlme moept vmen shown.
TOP CHORD 2-4-02147
BOTCHORD 2-7-183321
WEBS a7- ]3 13
NOTES
1)Wind:ASCE]-10,Vult=130mph(3sacaha gust)Vasd=101mph;TCDL=S.Opst BCDt=56psf;82511{BST'Ir24it mve=40;Cat
II;Ery B;End.,GC%-0.181 MW FRS(tllumhona!)and C-C EVatlur(2)-1 4-0 to 180.Imenor(1)1-P0 to 9 P12 2one;C-C for
memhere and tortes 8"FRS for reactors shown;Lumbar DOL=1.60 plate gdp DOIa160
2)TNs tmm has been dmigned Im a 10 o mf WRM ctlord live loatl nonwncunent WM anyomer live loetls.
3)-TMs truss has been designed fora Irve lead of 20 Opsf on Ne bottom chord in all areas were a rectangle&60 tall by 2-0-0 Mtle
Wil fb between the bottom cMM and anyother members.
4)Refer to gieormunl for Imm al filum cmem)Dna.
5)Protide mecM1anical connedlon(byomers)of Huss to bearing plate capable 01 witrsWMing 10010uplift azjolnt(s)5,2,6.
Q WANNMa1 me Cvlen PermianuW NNaMOTES ON TXISgHeWCLWEOM]Ex eEFENANCE PgGEM&]1TJ m.1 lOI6 BEPoNEYSE.
.yam Wltl to uu anti wlm Mlla69ccmuxlaS.IMs Ms1{Inklw.uvldYyupm F�xanetux5�own.and htam MNNtlud W'dlq cwnnalwnl.rot
aloe =N-ad,
InMWptl1—immi w oma gaak.MNolare�lvwnelemavl quµ.Iv hwapTatemkde4lnlnlolre r—i 1'
Ixldq OmYda. IexMknilale0h IOlsevenl I 1]N NnMRMtl Iiwvebadlu ctutl memCe�edYv.MMawW kmlwaY6xlneiniaienl Ce«h2 I IBRD
awMn laaweewnaanr NPe to Ra�anaalmo+xlmq iMe w�'+axx hkaYaq PWaM�n0."'e. rxpN�w�a axmka repldbatW mwPw a.N axe.
MxkMMn Mrvo3e,aarrerv.M«moss Iya�golaa,.�ammnmre+a.:aa.,xRIInI anpov«a.makrme kcN uwwcoNcemm
3aMy blpinaXan aW✓1Me hdn In�RalelwW�N.21e N.lea Slreei.9lle]I2.NmnvxAl VR'RJI<. ia�We,fL 3Yle
Jno Trumm Truss Type CH Ply
T9atwe]
1052ZT0 EJ49 Jack-Closed 6 t
pr 20 Rel6 MITI Lionel
Ball Component Supply, Jacksonville,R 32258 8.0108Ppr 202018 ITek IMWOee,lrc. Fd Aup 1815:1&.382018 Pege1
ID:Go0gry954e01EOYSx't0ldYytrpy OIYU'IEIWmiewcPVNBvzebGeRSe W7nll4PymFO
-140 2i 8-08
140 sift SBo
5 61a1s=190.0
BW 12
IS p
4151 i
4
3N% 14
3
q 2 y
^.I I
fiel ] ltd
9
34 II
3di 11
3+e &1-0
318 S60
PIM Offsets R'0.1-BPI-1161 ' Al2 O2-0L f8:o-2-0 -el
LOADING(psQ SPACING 2-0-0 CBL DEFL In (la) Vtlafl7N �
IATES GRIP
TCLL 20.0 Plate GOP DOL 125 TC 0.42 Ved(LL) -0.06 J3 >9BB 24M180
TCDL 100 Lumber DOL 1.25 BC 098Wall -0.19 J3 a5]0 BCLL 00 ' Rep Stress hear YES WB am Hoa(TL) 0.04 6 WeBCDL 10.0 Code FBCXLtTPI20D] Mablx-MS all4416 FT=2
LUMBER- BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing Fill applied m 84)-0 to NMMr
BOTCHORD 20 SP Na.2'Emept' BOTCHORD Rigid milling dtrectly applied or 1080 oar bradng.
4-8:2.4 SP No.3
WEBS 2x4 SP No.3
SLIDER Left 2x4 SP No.3140
REACTIONS. (INSI2e) 5142/MeUlmllcal,2�4flb-58,fr214/MeManicel
Max Hoa 2=16(l 12)
Max Uplift 5=-00(LC 12),2=-50(LC 12),a=14(LC 12)
Mae Gras 5=142(101),2--448(-C 1),(5=220(103)
FORCES. (IDI-Mex.CmnpAMtra.Ten.-Allforces 250 gD)orlesa a¢epl wfien shown.
TOP CHORD 21=194!3)
BOTCHORD 24--i 9J/405,]�33 3
WEBS 4-]=-7431348
NOTES.
1)Wil ASCE 7-10;Vu11=130mph(3 sewed gai Val 01 mph;TCDL=5Cg, t BCDL=5.0ps1;h=25ft;BASO;L44ft;eaveAft,Cat.
II;Epi B;Erld.,0Cpl-0.113;MFRS(dtrectlanal)mad C-C Extedm(2)-11-0W 1b-0,Fremont)1- O to 9-0-12 2cel for
membms and farces S MW FRS for readhons shove:Lumber DOL=1 6D plate grip DOL=1.80
2)TMs class has been designed for a 10.0 psi Whore chord live load nona0ncUlront with any other live loads.
3)-This fares has bean designed for a live load of 20.0psl on the bottom chord In all areas where a rectangle 3-8-0 tall by 2-0.0 was,
Wit fit between the bottom ohom and any other membals.
4)Refer to glider(s)for Imes to tours consimmer.
5)Provide me,tandcal conn rdon(by others)d hues to rental plate capable of wlthstaMing 10016 uplift at Partial 5,2,5.
A...-VMIy 4 W pn pvemwcry antl PEI a NOIEa ONYXIS ANa WLLYOEO NIIEX flEFEM NCE NOE M11)I]J rev.16DYe15 aEPoIfEVSE.
pn ildIw--yWt,Nfir1 eredors.IM n,t—A,,NY uym —uar—rtml
wlem.aetwa us,n¢GYIWpaewlrc,mirslvwlty 111ecplMtubllN ottlesgfl[✓vrn,ete¢eM poMlYp✓ww'Male lMae4pNnlo lfe DVtvNI
L.= awlglMtmMkbwevenitu'Npp MIMYMWhut wenad/wcMtlme�n�tSwtlY.NJd.lemM,wart Fre-1I-Ny el(
ktlwuw�eNea ld NCMllyagbIXevenlcdgm vMN WNExa�mMNWVuxfIXWaM Wno9e. rw Mlad P4da�ce�e9xarp Na Wd PeMe FM BIN.
ImDdNn.mwapa.aalr+arv,ereclbn aM pump of Mbtissaq M1lssMemn[saLNA/IxI1 CYWIN eaIxN.DAd9mq aL51WMn9CanpYmnl Tenp,FL 3M10
Eaaly htlalmakm avdK/e pqn Nmm flute IMllula.21 B N.lee Sheat.SJb 312 Obrm]b VTYl31 E.
Job Truro Thies Type C1Y PIY
B3f 5008
1(622TO EJ60 Jxk-Closed
'Job Reference(Opticnep
BUWIN Con,"M Supply, Jaeops"Ille.R=56 -- B.Ot 0s
AR202016MITekindudd lrc. Fri Ao,1915:19:3T2D1B Pepsi
ID:Go0grygs4e01EOYSX991dYykpy-sU66De ?Wm SUIOCeopm3YSK17 M RV.WF"
11-0
lo-8e_1
5 Sea. I..a
6.W 12
IS a_
d
416 i
4
se"% 14
3
2
A
1 �_ > e
ass=
9
xII
36 II
zd8 418
z5a 4ea
Plat QI Is(XY} (2'4 - 1.16'61-001-81 I]al-B,olil IB'0-2-O o-1Al
LOADING Qtsn SPACING- 280 CSI. DEFL. In (lac) Voeft Ud PLATES GRIP
TC11 20.0 Plate Glp DOL1.25 TC 0.513 Verl(LL) 8Jl TA n999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.67 Verl(IL) -0.30 TA x362 180
BOLL 0.0 Rep Stress Wr YES WB GIG Horz(TL) 0.05 6 ria nre
BCDL 10.0 Cods FBC20IMPI2007 Metdk-MS Well 45 do FF=20%
LUMBER- BRACING-
TOPCHORD 2YA SP No.2 TOPCHORD Structural wand sheelNng cinery applied or680 ad Pursue.
BOT CHORD 2x4 SP Not BOTCHORD Rgidwiltngdlmdyapplledorl"-0 ocbredng, Except
WEBS 2x4 SP No.3 8343 oc bredN:7-8.
SLIDER Left 2x4 SP No.3180
REACTIONS. gblsl2e) 5=16.5/Mechmlira1,2�14SN-58,f 192AAechaNOel
Men Herz 2=1 W(LC 12)
Men Uplift 5=TO(L012),2=-50(LC 12),13=5(LC 12)
Mex G.T 165(LG 1),2--1I8(LC 1),6=212(LC 3)
FORCES. (lb)-Wax.CanpJMex.Ten.-Alltorcea 250(ID)arleesexceaystun sipvm.
TOPCHORD 24=501/49
BOTCHORD 2-9-2161423,T8-W1/1045
WEBS 47-10531505
NOTES
1)Wind:ASCE 7-10;VUt=lWmph(3aecmW gum)Vasd=101mph;TCDL=5.0p01;BCOL3.Opsf;Io25ft;BASft;14411F,eave=41p Cut.
II;Eqe B;End.,GC,,IS.18;MFRS(dtredionel)and C-C EldeooN2)-14-0to 48-0,IMedor(1)l-"to 4012 xg ;0C for
members ars forces&MFRS 1w readlo er shorn; Uonbar DOL-160 plate gdp D01=1.60
2)This three hes been designed la a 10.0 per bo8an Gwrtl live load noneoncuress ofth any other live loads.
3)-This flues has been de rtgrlod for a Ilve load of 20.Opsf on to boflom chord In all areas Wfitre a reclengle 38O fall by 280 Woe
Will m between the bottom clwrd sod any other members.
4)Refer to girder(s)for truss to truss connedlons.
5)Pmvid,mechanical connection(by others)W Puss to bearing plate cobalt of Withstanding 10016 uplift at joints)5,2,6.
loshals-Vl or dvNen us—tw,wd READ seTE5 PV lrna Alla M'LWMe MTEs eERroull P4ee W74M m.m0110le a.YBE
Lyall-in loruc oNY u1m MIIeMoconlw.'.'Iw6 n.11.1l—lon",..nnrnreleo.aM kM an MM1M. 1 Glcr g cangylenT cal
Xoel,u m ad—, mut-ar,11w"'o" lNollfe4glo'a—ps wJ gopellV LKo1WlaR hs,00lnl MlolMomdl
WGIgtHYP1. ®]"116 YHcUletl Glo geVa,I dcYtllq olYVM1tl 111mumDOM/a clxrll lnelnbcsaYY MJdlkxv]Rm4 Wmtl�llw¢nIG¢Iry OW
6 WgMIMILatl1o15PM1Ym]bpevne[dlga MIN�aCk FMr.r1J'LWYm1gWo*IYd Pn. lu 6elu11d pMvicel�dlR all WWPebF BNa.
ldNcaMl Y�lo2a.
dess tlBelxlkn m]Mackq IXM1YMmOInmAslenc maVlL/IPII OWIy CaMp.DSaMaW KA WWI19 CaMen4n1
fd41yYMMm rn/tldle Yon. iertp,LL 33810
Job trues T—Type Ory Ply
T8316CBB
10522TO EJ54 Jack-Open 8 1
Jd Releldeee o 9onel
Building Componal Supi Jacidenalla,H VMS S.D10sA1202016MITeklndustries,Inc. FdAup1015:18:3>2016 Page,
ID:GeDgly9s4aDIE0YS%'letdYyhpy-BU6sDMSk59VYm S W.PIVYGBKOm RVe FU
a
L&e
yAk=1:162
2
EW FIT
T
m �
fi w
1
i�
3
AY=
aao
aro
LOA G(pSQ SPACING- 2-00 CBI. DEFL. In (kc) duan IM Ill GRIP
TCLL 20D Plate Gdp OOL 1.25 TO 0.28 Val 1 0.03 341 >999 240 111 244/190
TOOL 10.0 Lumber DOL ,.25 BG 0.24 Val(TL) AN 38 >BeB 18O
BCLL 0.0 ' Rap Stress Mi VES WB 0.00 Horz(TL) 0.00 1 Ne We
BCOL 10.0 Cape FBC201V1PI2007 MatdK-MS Weight:151D FT=20%
LUMBER- BMCING-
TOP CHORD 2t4 SP No.2 TOPCHORD StmdaN wool Mandrel Oirecly applied or 4-8,0 oc pOdlrad.
SOTCHORD 2x4 SP Pili BOT CHORD Higad telling diredy applied or 1(iob trading.
REACTIONS. (INsize) 1=18MA58,2=121114achenlcal,lEAlMechaMcal
Was Hct 1=66(LC 12)
Mat Uplift 1=4)(i 12),2--48(LC 12)
all Grey 1=1841LO 1),2=121(LC 1),3=ee(LC 3)
FORCES. (lb)-Max Comp.eMM.Ten..All fortes 250(Ib)or less atcepl W1en slwwn.
NOTE&
1)With ASCE 7-10;Vd=130mph(3.aetond gust)Vasd=101mpin TCDL-5.Wef;BCDLd.Opsf;hi 0d5f1;Li4rM sal Cat.
IO Elm B;Encl.,GCpl�.1S;MWFRS(dire icaag end C-O EAe0a(2)OO-Oto 3-Dad Intedor(1)3-0-0to 47-4 Mn ;GC Mr members
dead forces A MFRS for final..shown;Wmber DOL1.60 purls,grip DOLL eO
2)This trues has been designed!Im a 10.0 psi bottom cfaM INS lead nonconturrem wilt any diner too,foods.
3)'The Wes has been designed for a Ill load of 20Opef on do bottom chore in all areas Made a rectangle 38-0 tell by 2-M Wde
ash fit berseen Me bonom chord and any other members.
4)Room to girder(s)for truss to Imss umneclians.
5)ProMed mechanical wmreeton Sy others)of buss to bearing plate capable of WthsleMing 100 lb all at joint(s)1,2.
QWA/M'Yp-an%MympwmM�en4PEIO/IaFRQY IIaa ANp NCLY0Ea Y1El[affCMNCE/IOa.li)M m.eaOS" IaaF£aPE aeE
Dw4i WNtw�w MYMm MIk#IDaaxgcbm.RA�wL'�tl MY Ww�prm�elsRLww wJalwm MlN9vN[uRd�p wnpMrenl.rot
Idea ay[lae astweue.R¢Ia1dY10p�m�rslawllylregxWadlnol Ua Wanelea l�q�av r><'NF*"xele deli W:g3�,mlo Re ooamll
maWae+en.W«me�ledaloaa�tbururpalmnawlm�wab�«ommm�ca+�+ev-axxnwm lemfxvor��ce�a�uxnrcl MIT6k
cawm.mywaea.mev�lo rxavenl coA[{wnn psna p&.ona Nev wa o-rown mawa. F«eaawal ehaa��ieeeram nw
ld.eomn wme.aarwY.waonmem amen ote��a.monuamean rawssulrn wap emno.pse.ee ma ecsl wlua9eoa�.m I aew P.me Se.l awe.
yMM aaemWYn Wa�4�b tom lnvkMle I�WIMe.R1a N.lee spea1.91RJIR.A§FVN43 VAY1>14. ienq,FL 33310 '.
JW Tmae T.Type 01y Ply
'Pan ON
10522TO EJ55 Mollop9Cb Supposed Gable 2 1
Job Ri N)
Building COlponed3uppy, Jeclawwilla,Fl=56 O0g TeklM ,Inc. Fn _ 51P
Pagel
ID:G0ry8E0M?gldYyft"-KgFONVPMAwZISBOLyJellavka5E8WmFV
4Veu
Scark 1182
2
area II
6.W 12
5
n
1
4
3
a4= 2ta II
I
LOADING(Psp SPACING 2aO CBI. DEFL. In Qac) Ydag LM PLATES GRIP
TCLL 20.0 Plata Grip DOL 1.25 TC 0.43 Ve0(LL) Na - nm 999 W20 24//1110
TCDL 10.0 Lumber DOL 1.25 BC 0.25 VBdQL) Na - Na 999
BCUL 0.0 ' Rap Siress Inor YES WB O.M Hor2(TL) 0.00 nue rue
BCDL 10.0 Code FBC20111rP120W Matrix-S Weight 1816 FT=20%
LUMBER- BRACING
TOP CHORD 2xA SP No.2 TOP CHORD Stludural vmod sheeting charily app0ed ort&o M Prime,
BOTCHORD 2x4 SP Nap except eM vertuals.
WEBS 2x4 SP No.3 BOT CHORD Rigid calling direcllyapplied or 10-0-0oc bracing.
REACTIONS. (ILYsibe) 1=181/4-8-0,3=181/4E-0
Max Horz 1=66(LC 12)
Max Uplift l=d(LC 12),3=-37(LC 12)
FORCES (Ib)-Max.CampiMax.Ten.-All forces 250(Ib)on lase except vmen sMwn.
NOTE&
1)WIM:ASCE7-10;Vult=lWmph(3-sc gW)Vesd=101mph;TCDLSOpM;BCDLd.ope;h=25tt;B�5f1;L141beava=21CCBL
Ib Exp B;End.,GCI MFRS(dlreclionB)and C-C Comer(3)0-0 0 to 300,EHedon(2)3.00 to 4-e4 Wne;G-C for members
and brces 8 MFRS for readbns ebown;Lumber DOL=1.60 plate gap DOI_1.60
2)Tris deign fo WM beds In iba plalre of the tr s w y. For Same WMW toxfid(normal to the lace),sae Standard lnderm,
Gable EM Details as applicable,or Consult modified building designer as per ANSVTPI 1.
3)Game regWres COntlnJnlE bottom CMrd beallflg.
4)Gable studs spaced at 1-4-0 oc.
5)The truss has been designed fm B 10.0 psi bottom C1oN Ilse load ropwrounent Ann any Omer live loads.
6)'This truss has been designed for a live load of 20.0psf on Bre bourn dlora In all areas shere a rectalgle 3 bill by 2-0-0 Was
Will M between me honors chord and ally omermemters.
7)Pmvlde medianical oonessebou(by othem)0 trues to bearing plate capable of vlthsbMing 10016 uplift at)dn1(s)1,3.
Ase.-Veru kaki ra —a—.10-0 OH IXK RNe M'CLNOEOMIER aEFEM Ntt-OE-7kKo m.1-159EWBE U56 li
ce4�WlOrai em rn,Yom MIInen,—n✓aclat..a ekartdF .,,.rynanr—. 1-1-1 l onacwn rcntml
h—gilaln set—ue.IM Widen aesMu,mal-rN IM 4YxexLIDNW 1 oaaan P"xan^re¢1-1 p,ree" nalK^me nS. u into nw ovgdl
oauanu 99n axFBlxlcmedalo F"avenl WCMlllp nllndtMMliva ebaN/nctrvtl mdnMiaYY.M]MrJ lempxayaN qnl tra9n M(Tek'
edwnwrervured loruaaN mwe�emodlmlammpNwle PaeArd rwr«rlwmedv anmePa. lmpooke.Oddvca r.evaw»m
Iao4 se :Eerealarse.
AL4:mtn.alwaae.tleM2rv,electl.nagl>a Lgol lnse[aglrW SYSI rcaAM/IRI GullxcRwb.pseJ9aM aCLYMIp CwnWnEn1 rrk
ad.at .cmwMn wdxtJe aan 1.pie pati YIa N.Lee Shake.SJIe]12.Nerm1M VR.04. rarealo
Job Tmas T.Type Ory Ry
T0315081
1061 EJS] Jack-Open 2 1
BUNg NSupply, Jsconlle,Fl 321255 8010 a AprJ2ob0rKl6WFce k lndMb
s ln . Fa Aup 191 19.382018 Postal
IO:GO0gryeEIe01E0Y6% laYytrp,-KBWNVPMRwZIS0RB0LwxE916wEeelmF4Z
-0 ]80
740
Scab=1:290
3
6.00 12
_d
B
B
2
1
— 4
]-Oe
LOADING(Pat) BPACING 2-00 CBI. DEFL III (fool Vast Nd PLATES DRIP
TCU- 20.0 Plat Chip DOL 1.25 TC 0m Ven(LL) 0.10 47 0613 240 W2O 2wal,
TOOL 10.0 Uhinber DOL 1.25 BC 0.54 Venn L) 0.30 4-7 >2]8 180
BELL 0.0flap Stress lner YES WB am UoHF-L) 0.01 2 No No
BCDL 10.0 Code FSQ2014TP12OO7 Matllz-MS Weight.241b FT=20%
LUMBER- BRAOIND-
TOP CHORD WSPNo.2 TOPCHORD Structural mod sheathing Greeny applied or 60O WWHIM.
BOT CHORD 2x4 SP No.2 BOT CHORD Fill ceiling directly applied or 1000 oc bowing.
REACTIONS. floater) 3=18MxhaHM.2=3&5 ",4�eoharrcal
Was Hoe 2=129(LC 12)
Was Uplift 3=5O(LC 12),2=55(LC 12)
Was Grey 3=181(LC 1),2=365(LC 1),4=129(LC 3)
FORCES. ib)-Mas,Camp.Aaas.Ton.-AIHomes25O(Ib)orlesselmeplwfien shoym.
NOTES
1)Wind:ASCE T-10;VUIt=130mph(3-sacord guri)Veda-I0lmph;TCDL-S I]paf;BCDL=5,0pai 8251t;8=4514 L-24q eave=oft;Cat
11;Evp B;Encl.,OCp14.18;MFRS(dlrecliwel)and CC ENedor(2)-140 to 180,Inter or(1)t-60 to 6-114 zooe;C-C for
members and fomes 8 MFRS for reaci Shown;Lumbar DOL=1.60 plate gdp DOL_1.60
2)This truss has bean designed for a 10A pat bomo n ctlpra Ilve load nonNrmUrzeN wfth airy other Tye loads.
3)-This Wse has bean designed lora live load of 20.omf on the bdlom cheat In all areas owners a rsclangle all tall by 2-0-0 wills
Mill N beNreen the bollom chord and arty other mariners.
4)Refer to 9scerfe)for truss to truss connedlons.
5)Proviso mechanical connecton(by otters)of Truss to cal plane call of withwornaing 100 Ill upIIR W INN(a)3,2.
AWIPMwa Y�XY tlapnpvuMw.mCaFJe NO]p PY]Md Atha MCIWE FEMNCEVABEY6 .rMWA6BEF0BE I/aE '.,
�YgraWel rwum diY MIIekAwnccMrs r6MIw.btec)onIYW M .uMkr MIVMMI Yw pp r.wl
h�Mlen Mlereue.IMdedg Jesrdrermar vanN lM q'iaataryo leL(nV J.. t M.uWrole llW Oe'M b1 m. ownA
tawny �m�„hi°sn r pre i l 11*r°nni+" re�°w lhr�r I drr r>A �pr nmv� m���.nr .e-.a.J MIS...
radearwn vaage.aarvery mecnmmna«2q ornuresmn mmaylnni reevlsi/Mi ouallY e�l«Io.ouavom acv eonYigcomponml srA v.FLe, loxa.
ay4ry etlpnpYar WtIJMehom Tnm Rale 1rWMe.R18 N.lee Slroet 911e JIR.N9avaM VP41S 1.1. iarrpe
Jab True Ttm6 Type Oty Ply
93150921
10522T0 F01 GABLE 1 1
Job Rare
eue IODOonell
Staideng Componwtl Supply, Jadommille,R 32258 3010 sApr 202016 MiTek lMusMes,Im Fr Ag1915:1P.392016 Paget
ID:GOOgry%9a0 OYM?Dldyyt y-otEdaFKPGiFDM U?jTOWUEyMI?mE9pl_IgkymF4Y
0*8
Sole=1:3f.0
$4 11 M FP=
1 2 3 4 5 6 ] 8 9 10 11 12 13 14 15 16 1] 1B
7 ul KlIggi L
%I4
as 3C 33 32 3t 3J arm 27 28 25 24 23 22 21 20 19
yg=
3e6 FP= 34= 3[4=
1-Pl 61d 4-N SBJ I-ld BN &Bd 1PH 1254 11'W" 151-{ 1651 1F8e 1&1d M60
1L0 1dL 1d-0 1dL 1-40 1d.o 1d-0 Ida 110 1d-0 ld4 110 la0 1d-0 1612
Plate O9seH Y 1.E 8619 18:61 E 20:61AE
LOADING= SPACING 240061 DEFL In g.) Ptlell w PLATES GRIP
TCLL 40.0 Plate Grp DOL 1.00 TC MID Vert(LL) We - Ne 999 MT20 2WI90
TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(n) Na - Ne 999
BCLL 0.0 Rep Stares I cr YES WB 0.04 H.TL) 0.00 19 has Na
BCDL SO Core FBC2014?P120o7 Mamx-S Weight:94 lb FT=20%F,11%E
LUMBER- BRACING
TOP CHORD 2M SP No.2(INt) TOPCHORD S11uchuml wppr sheathing Clmody applied or 6Oa oc purlins,
BOT CHORD 2x4 SP 1,10.21liat) except end mm.
WEBS 2x4 SP N0.301ah BOT CHORD Rlgld ceiling tliwally appilar or 10-00 oc owing.
OTHERS 2x4 SP No.3(9ah
REACTIONS. At bea0ngs 20-50.
(lb)- Mex Gwy At maims 25016 a less at joint(s)35,19,20,21,22,23,24,25,28,2T,29,30,31,32,33,
34
FORCE& (Ib)-Max.CwrpJMax.Ten.-Alllorces Mob)orlmsexeptwhenshown.
NOTES-
1)
OTEL1)At planes am 1,w MT20 unlms OMerame indcana
2)Goble mulws colNlnuous Wtom chord bearing.
3)Troam to W lolly sbeaOer 1mm one lace or securely bracer agalmt lateral movement(i.e.diagonal web).
4)Gable store speed at 1 d pc.
5)Recommentl 2x8 mrangbacks,on rote,spaced at 1040 oc and lestened to each area wth 3-1 otl(0.131 %3')hells.
Stmngbaam to be,allecher to walls at Thar Outer eras or wstminetl by other meam.
6)CAUTION,Do nor areal Crus ,ack.rca.
Q yamem-ant, Wpr�—IMDN066 g11M4ae WCLUafa Uaaffm VaUm PIOE4611Am.IOWA/6BEPoXF UFE
�WM1rs�ie cNYrMIn MIieFW cdxaClds.ROtlzYJ�B�OwYyMrv�Warrelers9ewnr.«M 61w m YMMux h.Btlaq cwr�r'enl rot
aIrk awbm.emwe ore.ire IxAdtp ra9Rrw mom van qIM opp6cmlry or tle9er paanalar w prwe6v newprrrna nw aeua,No oseral
Aa•am-.grr.lxxkgk+xrlareroprararlaxalkM Ireuexw narswao«etwcnwam�roersoi+v.anew aMmhwm mtl PerarrLmla«�w M 6�(�
atlwgerpletlbslY{IlyagbReVenlcNa«s Mn pmbar:awbkexYaMglyarmtMa. iw OeMiJ Oak>mce reOUIXpl1'a
anmllor.uwroe.daxe.2.�arlmwa araMorlmae:aa mmsNlamL ceaAlleVl%ICWIy Cme0a.meas aha eau eoeaNeomPormx 6N4 P.M Etl BM.
MIY InMmOeM mM2ie Yan M1iOGN1e kuXMe.Rte N Ire SPael.a11e311,PYivmOM VAY[.110. .,RL 39610
Job Trues Truss Type Ory Ply
T9315093
10522TO FO2 Flow 8 1
Job
Ra6 Ona
BuldnA CwrywwM Gpy. Jedmmille,F322W SuOlOSAR202016MITOKIMUSUNDS,irs. FnN1Pagely
IO:G0g1ydE0Y6XB1EYyIWGo?rb110N3PEJAZR vGPRF61,pWbC2PjEDAonF4X
0.1E
H 1^-30� 0.�]�i 1.0e 01
me= aw=
ISer 4B= 0N3 FP= 1.5[111 418= lw-
1 2 3 4 5 6 ] 0 0 10 11
II
�24 026
22 21 23 t9 18 17 t6 15 14 t8
Sea= yg= 1.6411 &d1Ml20HSFP= 4i8=
I,w SP=
48=
20 S0
20$0
Pla 011 KY}- N'Edp O1E7 18'0.1-B Ede l ( '01-3Edpe1118'0.1d Edg l
LORDING gxip SPACING 2-0.0 CSI. DEFL In (Loc) VOefl W PLATES GRIP
TCLL 40.0 Plele Up DOL 1.00 TC 0.]1 Ved(LLI -O.a018-19 >609 380 W20 24M/190
TCDL 10.0 Lumber DOL 1.00 BC 0.98 Ved(TL) -0.83 18-19 X389 240 W20HS 187043
BOLL 0.0 Rep Stress klcr YES WB 0]1 HoO(TLI 0.10 12 We We
BCDL 5.0 Cooke RBC20I4?P12007 Metlk-S Weight 1071, FT=2 F,11%E
LUMBER- BRACING
TOPCHORD 2x4 SP SS(Va0'ExwpC TOP CHORD Stna Vaal uvoa sheatMng direclyepplieil ar4-11-11 ac purfins.
1-5:2x4 SP No.2(flat) except and veNcas.
BOT CHORD 2x4 SP SS(iall'E>wpN BOT CHORD RIgId celling d1mSAy applied or 10-0-0 oc b2 ng, Except
12-15:2x4 SP NO2(flat) 2-2-0oc bracing:1416
WEBS 2x46P No.3(flat)
REACTIONS. (WSIM) 23=111])038,12=111]/-5-8
FORCES. (Ib)-Max Cwnp.A .Ten.-Allforces2Wgb)orlessexceptvAlena .
TOP CHORD 1-23=111 VQ 11-12=-1111)0,1-2=-115125-2895/0,34--10380,4E=46310,
6-7-459310,7459310,B-9=404M.9-10=-289:40,1 011=-11 5110
BOT CHORD 21-22-2171,20-21=N3590,19,20=N4409.18-18 /4]33,1 7-18 4593,16-17-=(V" 3,
1416=013575,13142176
WEBS 11-11-011488,1613=-14M.101 4=00 0 0 0,9-14=-94&b,9-16=01109,8-16=90W0,
8-17=-55280,1-221111485.2-22=14209,2-21=01100],3-21-968N,320=QI621.
C20=-601M,4 l9uuM2?,61 P_325R3,618=-5BM320.]-14-2033118
NOTES
1)Unbalanced floorlive loads have bebn c0hadered for Ibis design.
2)All plates are MT20 plates unless olhelvnse ion0cated.
3)All plates are 30 MTM unless oOelMse Indicateok.
4)The Fabrtcatlon Tolemnce at joint 15=1"S
5)Reconnoitered 2x6 strongbacks,on Now,spaced at 10.0-0 oc and matened to each buss Win 3-1W(0.131'X 3')nails.
S,ongbauks t0 be attached to Wats at their outer ends or restlaned by ottlw means.
QWd6MHaVxlry eapn Paremnuxslw-0 NOTES ON-ANO-WED Prome fl---GE-74-rev.1-156-USE,
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1.r�rertl9dtlacerepos1q
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Jab T. Truss Typo clsy Pry
T93150941
10522TO F03 Floor 2 1
Job Rel6rence(Irduslr
811101nA GdopOnaM 3uppty, Jacksonville,F131255 B010s Ap202016MITex lllON3es,lnc FnAu9181eJWSC22016 Pe9e1
10:Go0gey9s4e4E0Y5X]B1WyDpy.G3oiroLt 10N3PElgZR_vGRRCWgnVWSC2PIEDAWnF4%
2ua 4H6
s�eW=1:34o
41=
4r.6= 4M 3.B FP= 36= 08- 1.56=
1 2 3 4 5 6 ) B 9 10 qq
� Y
�7I 22 21 20 19 16 17 16 15 14 13 12
yp= sai= 1.5611 36MT20I6FP= 46=
lass SP=
I6=
1018 1154 20408
10.48 Y012 B-11d
Plaid Obseb 1.E P18 ]:Pt-6 Etl 10:P18E 22:E aP1A
LOADING(peg SPACING 2P0 CSI. BEFL IM
in (I¢) vea6 MATES GRIP
TCU- 40.0 Plate Grip DOL 1.00 TC 0.91 Ved(LL) -0.411]-18 stale 360 WIN) 241490
TCDL 10.0 Lumber DOL 1.00 SC 0.94 Ved(FL) -0.641]-18 s377 240 MT20HS 187/143
BOLL 0 Rep Shoes lncr YES WB O.M Ho¢(TL) 0.09 11 We Ne
BCDL 5.0 Code FBC2014?PI2007 Mablx-S Wool:106n FT=20%F.11%E
LUMBER- BRACING
TOP CHORD 2x4 SP Ni-Exoapt- TDP CHORD Slruduml xvod sbaal directly applled or 2-2-0x Wlxne,
5-10:Idol SP WA 0113) except entl vedlcals.
BOTOHORD 2x4 SP SS01ag'EaI BOTCHORD Rigid calling Elretly applied or 10.0.0 w belong, Except:
11-14:2W1 SP No2glag 2-2-0 a tradng:16-1],1345.
WEBS 2x4 SP Ni
REACTIONS. (Ishu.) 22=110]MlecbaNral,11=1101Po-SB
FORCES. Ob) Msa Comp.Mla-Tent-All lorces 250(Ib)or less except MansMwn.
TOP CHORD b22=-1099/0,10.11_10B5I0,1-2=1131/0,2-3=-2843q,34=3958Po,44i=-050113,
013!17,281313,41 17-18 Po
BOT CHORD 20-21=0f2139,IP2�d351),18-1&=40.986,1]-16=Nd5115,1611S16=OM505,
1315=43508,12-132139
WEBS 10.1211462,412=-180130,9-13=0FJ)8,8-13=l2Sb,615=13681,)-1 rx-9040,
]-1f-84/350,1-21 x/1505,2-21-1d03Po,2-20148]8,320=-9340,3-19-4612,
0.12-59&8,418=2]l36],612-03]222,61]=-304115
NOTED
1)UFLalmlcatl How live I.M.have been mnsedered for the design.
2)All plales are lv 2 plates unless onerxise indicated.
3)All plams are 3x4 MT20 unless offenses indcaled.
4)The Fdbdoanon Tolerance of joint 14=1193
5)Relar to glyder(s)for tense to truss wnnectlons.
6)Reccmmeric 2X6 slroegbarAs.on edge,spaced at 101010 oc sued matensd m el truss Win 310010131"X 3")nails.
Stmngl a lm to be atleceed I0 Walls at near outer girds or restraload by curer means.
]I CAUTION.Do not erect tines bacaudrds.
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Job T. T..Type Oly Pty
9015095
1D5ffiO F05 FLOOR 1 1
J20 Reference(OMIona11
Budding Compwlent Supply. Jacksomnlla,Fl3?258 8.0106Apr202016MRaxlnloN 10isMVAegi9 :19:413Tol Page
IDGoOgryes4e01EOVS%?91tlVprpy-kFMN2#AIDINwt Olc]BVpeS18CpExiMG3T01cymFIW
0.10
1140 224 i 1-Le i a l e
sib=l9z.s
1i = 9r8= MFP= M i.w
1 2 3 4 5 8 7 0 9 10
23
21 20 19 to 17 10 15 14 13 12
4x6= 3.8= 1.w 11 1.5911 MEP= de=
10,7-0 1150 19J0
109-0 0-1001 7-10-0
Plateoesem Y 1.E 0,1E 8:0.133 a .0.13E 10:0-1 Etl 8,Edgel
LOAGING Qwag SPACING, 2-0-0 C81. DEFL In Qac) road VLAT
B PES GRIP
TCM 40.0 Plate Gap DOL 100 TC 0.84 Ved(LL) -0.31 17 >Ir35 380 MT20 24W190
W
TCDL 10.0 mber DOL 1.00 0.78 BC Ven(7L) -0.49 17 > M 240
BOLL 0.0 Rap Stress her YES WB 0.65 Harz(7L) 0.08 11 rVe we
SCOL 5.0 Code FBC2014/ PIP007 McMx-S Welghb 10011, FT=20%F,ll%E
LUNBER- BRACING,
TOP CHORD 2x4 SP No.2plat) TOPCHORD Struduml wood sheathing already appllea or 54-1 of struts.
BOTCHORD 2%d SP No.2gat)'Except' except and wenicefe.
1322:2xl SP SS01ah BOTGHORD Rigid ceiling drec0y applied or 1040 oc bradng.
WEBS 2x4 SP No.3(Ilaf)
REACTIONS. glusize) 22=1039/0-84,11=1039N5-6
FORCES 0b)-Max ComplMex.Ten. All tortes 250(Ib)or less except wfiensMwo
TOP CHORD 1-22=103310,10.11=-1033/0,1-2=to82/0,2-3=26458,35=362W0,SE=10588,
21
]E=362410,8-9=-2647N,9-10=1082/0
BOT CHORD 20,15=0r)02,19-20.33261,1&19=d3W5.P-18=W4042,18-1]=0/4042,15-16-0/4042.
1415=3325],1l2-1 ,
WEBS 10-12=0113]1,9-12=WI370,411--ISO 2- 84&1,,615-5]0, 3-=-]60/0,
]-16=-1111281,1-21=313]4,2-21=-130]N,2-20=3885,3-M-05710.319-0/512,
518=-08110,5-18=90/347,618=389/3 ,61)=3)8193
NOTES
t)Unt alancetl floor INe Ideas have been considered for this design.
2)All plates are 3114 V T20 unless otherwise indicated.
3)Recommand 2x8 slrongloacks,an Mae,special at 10-0-0 ac and fastened la each truss wgh 3lad(0.131-X 3')nils.
Stmngbacks to be attache3 to walls at mdr outer ends or restrained by other means.
�eOmNs4-Vwab end REIO NOTES ON 7a5<NO P Msb Name.,Os as ML)ITJnn IOOYSOISBEFOREUSE Ypp
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T, 1L 1.11
Job T. Thos Type Ory ply
10522T0 FOB FLOOR 4 1
ob Re 6316080
BWI,MA Component Supply, Jacksonville,Fl32258 0.010eApr2020161,1ITewFrAu1915:16 8Paget
10:G0gryE0YSB10Yy1ryLSwIGHNHZdan %MONLWbcM28WiCLH3MF4V
61d
H I1 3_01 1,6.0 0�1r0
S IIA�126.2
46= ffi_
I Said= 8,3 FP= 1 seS
1 2 3 4 6 0 T 0 0
21 22 p
Y
19 10 12 16 16 14 13 12 1f
46= 1.w 11 1.5311 SB eTA FP= 46=
1)36
17,11
Plate 011seis Y LE e,&18 501-BE a 8:0.1E 6,Ersall
LOADING(peri) SPACING- 200 CSI. DEFL M AOc) IMefl UE PLATES GRIP
TOLL 40.0 Plate Grip DOL 1.00 TC 0.58 Veri(LL) -0.201516 >999 360 W20 2441190
TCDL 10.0 LMnber,DOL 1.00 Sc 0.81 Wat(R) -0.52 1516 a645 240 W20HS 1871143
BCLL 0.0 Rep Stress her YES WB 0.58 Hond(FL) 0.06 10 ma lee
BOOL 5.0 Cotler FSC2014?P12007 McOk-S Weight 90 lb 17=2 F,1196E
Lull BRACING,
TOPCHORD Zx4SPNo.2(flat) TOPCHORD Stmol ral rood shoetNng Woody applied or&00 oc purls,
BOT CHORD 2x4 SP No.2gag'E=W except am ventrals.
1&20:2x4 SP No.Hglag BOTCHORD Rigid tailing dinsi appli6d or 1000 oc bracing.
WEBS 2x4 SP No.3(fiag
REACTONS, goad.) ta=931/0.58,20. im_a8
FORCES. (th)-Malt Comp Mlax.Ten.-Allbrtes 250 QD)Ol less except wfien shown.
TOPCHORD i-20=92&0.9-10=-92&0,1-2=939/0,23=23 ,3-5—Mlr O,Sfi=329440,
6 7=3057H,T3_-23050,8-9=94010
BOTCHORD 1&1( 1)68,1)-1040811,1&17=0i 1518 3294,10.15112-14=40811,
11-12=011766
WEBS &l1-0H212,1-199r1212,&11-11520,2-19-11620,&12=0944,2-1 Si
7-12—M610,3-18=-708r0,7-14 427,31 7M427,6-1a=-53(23,5-1]-53123
NOTES
1)Unbalanced floor live loads lave been considered for the resign.
2)All plates are MT20 plates unless otbemise Indicated,
3)All plates are 3x4 MT20 unless othemrvse inalcxte,.
4)Recommend 2x4 sirongbacks,on aides,space,at tOP9 m and fastened to 6ech truss whh 3-10d(0.131X 3')na11s.
Sbmgbacks to W attached to walls at their outer ands or reslmined by other means.
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Job True Tms?TM OIY RY
T9915WJ
10522T0 FO] Flow 3 I
0 Ref
811131ng Comp4nenl5upply, Jackcomnlle,FI32256 . ? 16MITeaialnm. Fd Aug 18 422018 PBB61
ID:GaOgry% dOY %]DldV"-CSwIGHNHZdeneX36sONLWOm.UgWiCH3ymF4V
61d
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SfaSd�1,23A
46- 153-1 II
i.- 1 W3=
1 2 3 4 5 e ]
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l�
A 13 12 11 10 9
48= 1443 II I.W II A6=
PSlld
13-11-0
PMteglssMrKY)- fl,Ecne, -l-8114:0-1-B.EU9el (5:61-8Etlpel
LOADING(pat) SPACING- 2-0-0 C81. DEFL In V.) Ydefl VC PLATES GRIP
TCIL 40.0 Plate Grip DOL1.00 TC Mn Vert(ILL) -0.1911-12 x868 380 MT20 244/190
TOM 10.0 Wmbez DOL 1.00 BC OA2 Velt(rW -0.28 tt-12 a578 240
BOLL 0.0 Rep Straw lncr YES WB 045 Hwz(TL) 0.03 8 We me
BCDL 5.0 Code FBC2014?PI2007 McAAx-S Weigh:Mlb FT=ME.11%E
LUMBER- BRACING
TOPCHORD 2x4SPNo.2(fiat) TOP CHORD Slluwural woad shadning direWy applied orll 0oc puMu,
BOT CHORD 2x4 SP SS(Ilat) except and verticals.
WEBS 2x4 BE No.3(flat) BOT CHORD Rlgid celling directly eWietl or 1040 a meeting.
REACTIONS. (IWM.) 15745 3-8,8=74 58
FORCES Ob)-M 0=plMa Ten.-Allfomas2W(lb)or NssexceptMwsMm.
TOPCHORD 1-15=)42N,1-2=]2A0,2 -1]10/0,3A-2081ro,b5=1949ro,5-8=-129tPo
BOTCHORD 13-14�A 360,12-10@049,11-12-0/1949,1O11�11949,9-ID�fl949,&9�/n0
WEBS1-14=0'938,2-14=E]8q,2-131186,3-13=iJib,442=-149/311,4-11=-314N,e-8=4021/0,64-On24.
S9=89510,5Itt- 340
NOTES
1)UnbNarlced flow Ilve bads have been considered for time design.
2)All plates are 30 MT20 unleas olhwwise,indista 1.
3)Recwnmend 2x6 stmngbecka,on edge,seamed a[1040 x and fastened to each truss with 3-10d(0.131 X 3')made.
S[Nngbamks to C6 atlactral to ease at their older ends or restrened by other mean?.
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i?9W /11/1113 Ntl.
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Job Trow Toes Type OtY Ry
8316090
10522T0 FOB (SABLE t t
Job Reference Mosel
Building COmporenl5uppry, JecksonNlle.F132258 8.010 9 fEOYSAR 202ote SWIG NHZdeneXn. OA Wl1 j:18:122018 ymF4
ID:Go0gry9HeREOY5X181 tlyy1myLSwIGHNHZdene%t3hsONLSWICZnteeVYCLH9ymF4V
O9 o"
Sub=1:18.8
1 SN_ 2 3 4 5 8 ] 0 9
19 p
9
LL LL LL LL
10 17 16 15 10 PJ 12 11 10
'SH= 30= 3+<=
1-6120
1
2- .12 62-12_ 5612 69612 8212 8512 tP4-0
1812 -~ _ I _ Id0 1d0 IdL Hd 160 PP4
Rale OXseN IXYF Il]:UIE EtlSol
LOADING(psi) SPACING- 260 OSI. UEFLIn (Ica) Vdefl W PIATES GRIP
TCU 40.0 Plate Grp DOL 100 TC 0.10 Venial IVa - Na 999 VIT20 244190
TCDL 10.0 Limber DOL 100 BC 0.01 Vert(TL) No - not 999
BCLL 0.0 Rep Stems 1. YES WB 0.09 Horz(TL) 0.00 10 nor nor
BCDL 5.0 C de FBCXR47PI20o7 MMdxS Weight 50M FT=20eF,IME
LUMBI BRACING
TOP CHORD 2x4 SP No.t(flat) TOPCHORD Structural wood sheathing drectly applied or 5O oc ,udim.
BOT CHORD 20 SP No 2(flat) except end verticals.
WEBS 2x4 SP No 3(flat) BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 20 SP No3(flat)
REACTIONS. All beadings 10.4-0.
Ile)- Max Grav All reactlons 2501¢or leas at jopm(s)18.10,1],16,15,14,13,12,11
FORCES. Ob) Mex Comp.Mtax.Ten.-Allforces 250(Ib)or less exoeR wfien aiwwn.
NOTES-
1)MI plales are 1.50 NITW u rine omewdse Indicated.
2)Gable regWres continuous¢atom anode beading.
3)Truss to be IWIysNeaXheci from one lace or securelybraced against lateral movement(i.e.diagonal wee).
4)Gale studs spaced at I"..
5)Recommend 2x6 strongleacks,on edge,spaced at 10," oc end hastened to each toss Mh 3-100(0.131 X 3')nails.
Strongbacts to be attached to wails at thor outer ends or mNmmed by o91er mama.
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It. eaalp
Job Trues True.Type Ory Ply
93+sdw
10522]0 FOB FLOOR 1 +
Job RBlwxee o doral
Building Component Suppty. Jecksomille,Fl32256 B.O10sApr 2020+b MITek Industrial,Inc. Fd Aug 19 15:+R4,M,,Vypage 1
ID:Go0gryes4e01EOYS%ieldYyepy-geTBTdNvhmeGbSFEZ%a33gOz_miiDlkMyvpVymF4U
0.b8
H L39 _l 61rye
Sall.-110.0
1 3M= 21.SGi II 3 Ih4= 4
m H
1.50=
8 J 8 6
3G=
'Y4
5-40
S40
Plate 011aeb(%.Y)- 13:614 Edpel 14:0-14 Edpel 18:0-1-8 Edgel
LOADING(ini SPACING- 2-04 CSI. DEFL In Doc) get PLATES amp
TOLL 40.0 Plate Gap DOL 1.00 TC 045 V.n(.) 4.02 ST >999 360 W20 244/190
TOOL 10.0 Lumber DOL 1.00 BC 035 Verl(1L) 4.03 67 >999 240
BCU- 00 Rep Btreee lncr YES WB 0.18 Hex(TL) 0.00 5 We We
SCOL 5.0 Coda FBC201NPN007 Matift WelgPe 32 to PT=W%F,11%E
LUMBER- BRACING
TOPCHORD 2k4SPNo.2(flet) TOPCHORD Structural wood araalHrg diregly applied!Or 54-0 no Fulls,
BOT CHORD a4 SP No.2(flat) except end vddlcals.
WEBS a4 SP No.3(flal) BOTCHORD Rlgld telling eiredyappflee or 1M4, bracing.
REACTIONS. gl✓$12B) 9--273. ",5=273/6&8
FORCES. (Ib)-Max Comp.Max.Ton.-All forces 25)1101 or Iona except even slww0.
TOP CHORD 1-9=-2 ,45=2TMD,1-2-29610,2-3=2969
BOTCHORD ]8-0296,6-T __--
WEBS 18-0/3]4
NOTES
1)UMelanced floor tine loads bare been considered for We design.
2)RecOmmerM 2x8 strorgbecks,on edge,spaced at 10AO w tool teetered to eacb buss wtm 3-10e(0.131 X3-)rails.
Stmngbacks to be alte d ed to walls at War Qatar does or restrwrred by ptner meas.
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Job T. Truss Type ON Pry
T0315100
fOSMTO F10 FLOOR 0 1
.bb Reference 1 II
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618
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Scale=131.1
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I.643= 1.W II M FP= I9=
1 2 3 4 5 6 T 8 0 10
Y
N1 18 18 17 16 15 14 13 12 11
W= 1.w II &8 FP= Ma=
IB-74
&]-0
Poole 011ses LX,YL 1:E eD141 2:0112 4:61 E 9.0.112E 14.6112E 180.1-8E a 19.0112
LOADING(psQ SPACING 240 CSI. DEFL, n 0.) VOall IM PLATES GRIP
TCLL 40.0 %ate Onp DOL 1.00 TC 0.76 Ven(LL) -0.281616 .784 360 MRO 244/190
TOOL 10.0 Limber DOL 1.00 BC 0.93 Ven(rL) -0.4415-16 >07 240
BCLL 0.0 Rep SOess lntt YES WB 0.65 Hz(TL) O.08 11 gre we
BCDL 5.0 Cotle FBC2014?PI2007 Mabix-S Weight 97 in FT=2 F,1 M
LUMBER- BRACING
TOP CHORD 2x4 SP No.2(6at) TOP CHORD Structural wood sioatyAng dI.M.pplled or 53-0oc punit,
BOT CHORD 2x4 SP NoAgat)'EearvM exoepl and vertical,
11-13:2x6 SP No.Y(fiag BOT CHORD RlgldmllingdlmMyaWiledor160-0oebr N, Excapt
WEBS 2x4 SP No.3(8at) 2-2-0oc bracing:1617,15-16.
REACTIONS. gOalae) 21=1004/668,11=1011M henicrl
FORCES. (III) Mex.CompJMax.Ten.-All heroes 250(Ib)or less except Mon shown.
TOP CHORD 1-21=-W&10,1 0-11-1 0 0 50,1-2=102310,2-3-253610,34=3446V0,4-5=-WOW,
5�30010,63=-3452/0,8-9=25350,9,10-102 20
BOT CHORD 19 20 O/1928,18 1617- I38W,15-16=0`3746,14-16=4031n,
12-14_-01929
WEBS 10.12-0/1381,1-20 132,&12-1261M,2- -125&,9-149 ,2-1111
614=-0130,3-19=-303`0,8-15=0463,618=-0/537,6-15=-40&0,4-18-07110,
616=.238449
NOTES,
1)Unhalanced floor Ilve loaas love been oerslderetl for MIs design.
2)All plates am 3x4 MRO ulNo re oftoese IMlwted.
3)RMertoglMegs)Iortrusstotmsconnediorl5.
4)RacommaM 2x63Vongbacks,on edge,spaced at 1040 oc and fastened to 8ed1 bass with 3,10d(9.131-X 3')nails.
Strorgbacks to be enriched to wails at Meir outer ends or resM1elned by other means.
5)CAUTION,Do not erect truss beokwerds.
A wwexwe-srryevpn aaraa- asaoxolss ex rxs4xo wcluosowrsx eerErurvccrncs xe-Ian m.'Ce rs aeroa[
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Job Trues Truss Type Oly Fly
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LAABING(pail SPACING 2-00 CSI. OEFL in (lac) be UO PLATES ORIF
TCLL 40.0 Plate GOP DOL 1.00 TC 0.10 Vehl-L) has - We 999 MT20 2WI90
TOOL 10.0 Umbar DOL 1.00 BC 0.01 VmRLj tea we 999
WUL 0.0 Rep Shass Incr YES WB 0.04 Hoa(TL) 0.00 16 We Na
BCDL 5.0 Code FB=l,1/ PI2007 Malt Weight WIt FT=20%F,11%E
LUMBER- BRACING
TOP CHORD 2x4 SP No.2(6at) TOPCHORD Stludural 9aod shaming directly applied or IOO-0do purllns,
BOT CHORD 2x4 SP No.2(lat) exceof and ve i.le
WEBS 2X4 SP No.3(fiatl BOTCHORD Rlgidcelling tiredly applied!or 1080m brad,.
OTHERS 24 SP No.3(6ah
REACTIONS. All resonant 14-80.
(Ib)- Mex Gra, All raadlms 25010 or less at fdm(s)24.13,23,22,21,20.15,18,17,16,15,14
FORCES. (IM-Mex.C.,litfax.Ten.-All forces 250(Ib)ar less ettapl vAlen stgxn.
NOTES
1)All pm..1.Se1 MT20 unless orfrergse indadea.
2)Gale requires mminuous bosom mora I>mring.
3)Truce to be fully sheathes from one lace or securely braced agents lateral movement(Le.Magma]wase.
4)Gable sertls spased at 1-40 pa
5)Resentment!2x6 stlmgWol s,m saga,f au stl at 1000 m and fastened to earn truss Win 3 l (0.131'X 3')nails.
Slmngeads to be stammer to walls at mail outer each or reslramed by other means.
6)CAUTION,Do r61 erect lass badwards.
Q
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1]
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1b0 260 —. . 291d�392 110 269 280 1$0
Plate Opsets(XY)- DEdgil18L[8:tr1-8,Edgab[12:0tAEdpe1113:0-1-BEEgel 118:Edg&0-181
LOADING(pan SPACING- 260 CBI. DEFL In good M&A IM PIATES GRIP
TCL- 40.0 pate Gnp DOL 1.00 TG 0.54 Ved(I1) -0.14 1311 sBBB 350 ww 244/190
TOOL 10.0 Lum0er D0L 1.00 BC 0.]5 Veal -0211314 x851 240
BOLL 00 Rep Smess Ina YES WB 0.51 Hoa(TL) 0.05 9 We Na
BCDL 5.0 Code FBCXU4rTPI2IX17 MCMx-S Weight]914 FT=M0.115UE
LUMBER- BRACING
TOPCHORD 2x4SPNo2gIaq TOP CHORD Structural wand eFre9thin directly append m6-0 0 o:purlins,
BOTCHORD 20 SP No2(Ilag except and vernmes.
WEBS 2x4 SP Ni BOTCHORD Rigid ceiling directly applied or 10-0-0oc binding.
REACTIONS, gla/M e) 1�B18M1ttllanlcal,9�1210-SB
FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(ID)or lase exceq xfien slwvnl.
TOP GHORD 1-16-8129,69=-80}10,1-2=-80M,2-3=-191810,34-248710,4-5=-248710,�-MM'67=191 Sm.
]-8-80}10
BOTCHORD 14-16d 151],13-1a=192288,12-13-4x248],11-12=02 289,l6ll 1515
WEBS 610:b1040,1-15=¢q 0T{]-10=985A,2-1 S=gigging.]-11 /55],2-14- I %.8-11=-Sl M,3-14-517b,
612-1&50],3-13-15`507,4 13=253M,5-12=25310
NOTES-
1)Unbalanced floor IIYe londs 0iam been considered for this tluaign.
2)All plates are 3x4 MT20 unless rd onema indicated.
3)Refer to glrrler(s)for buss to buss camvecima.
4)Recommend 216 slrongbacka,on edge,spaced at 19410 as and real to each truss arm 1100(0.131 X 31 nals.
Srmngbacks to W apposed to walls at their order ends or addressed by other means.
5)CAUTION,Do not erect Iuss backwards.
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1-511 344 1,160 blea 3t-1 1-BO
Sole=1328
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1 2 3 1B 0 6 18 6 A 21 0
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13 y 23 24 14 2s 13 27 2B 13 2B W12 31 11 02 10 9
15 _
a.B= Me= 4x10 WILED I'll 1012= 48= WILED 46=JU44 4116= 2N II
WILED NAB)D 1H1,26 THU26 WILED WILED TIpl6 JUS24
tHm iH028 THD23 "buce
1301-3]2 6100 989 11,70
32 V740 1]10 B 1850
134 12 3H 610.8 -UH, 31-0 9'23 188
Plate Ms 1X'0- 11:03-00.212112:03-8,02-0118:0330.251114:Da5O&01115'0.300.407
LOADING(q SPACING 2-0-0CSI. DEFL In 0.) Aden [Ad PLATES GMP
T01-1- 40.0 Plate Grip DOL 1.00 TC 091 VeX(LL) -0.191314 a8Z] 240 WN24G190
TCDL 10.0 Lumber DOL 1.00 BC 0.99 sell -0.4113-14 AN 180
&CLL 0.0Rep Strse lncr NO WI 0.9! Hoa(TL) -0.01 10 Na Na
Bel 5.0 Code F802014(IP1200] MCMx-MB Weight 212 lb 17=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2'Emept' TOPCHORD StmcMral wmOil sheath1W dlrecly applbC or 3 9-3 00 pudbs,
48:2x4 SP Nal except and ye fil
BOT CHORD 2x65P SS'Except' BOTCHORD Rigid adding dimly applied Or680 w bracing,
)12:2x6 SP No.1
WEBS 2x6 SP No.3'EroMr
18-1):2x13 SP No.2,2-14,313,6-13:2x4 SP Nal
REACTIONS. (Reals) 1520]&1,-5E,11�165h}]-12,10=P4Lb15
Max UpIM 15=1]33(LC 4),11=1OM(LC 5),10=-A4(LC 1)
Max G2v 15202(LC 1),11=84M(LC 2),102211(LC e)
FORCES. Ob)-Mex.Comp.Mlax.Ten.-NI farces 250(Ib)m less except Mien shown.
TOP CHORD 1-110-161)285,1-2=-1180/346&,23=5168/1811,35=5852805,5{u-5&52905,
SO.1314-181115169,
4 8 115161/451
BOT CHORD 2-15--2863`529,2
-15--3468/11,2,1 -1363811/5169,11-13!S,3-1),1 SEE. 1125
5-1
was 2-15=2863328,2-14=-1363/1823.&14=3 522 59,3110-20/1588,510-1 W4222,
113=15321634,6-11-281817-11=309fl1496,)-10-208'24 8-10=1024/153,
1-15=4831/156]
NOTES
1)Special connection required to distribute yeah Inds equally minister,all phis.
2)2 ply Was to be connected topaMer will 1 D(0,131113')little Is Idlows;
Top chords connected s follows:2x6-2 mws slaggared ai 69-0 w,2x4-1 row al O]-0 w.
Bottom chords wnnsdeol w bllows:24-3 mws staggered at 0-2-0 w.
Webs connwted as fUliows:2x4-1 row .a109-0 Ua Except member 5-13 2M-2 rows Maggerad at 0.2-0w.
3)All loads are wnsldeted equally appled to all alis,except If noted s hunt(F)or back(B)face in the LOAD CASES)switch.Al
ply connections have been provided to distribute only twos noted as(F)or(8),unless orberWs indicalm.
4)Wind ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Op f;BCDL-30,m;1,2511;B45X;L2411;save=41;Cat.
11;Exp B:Encl.,GCpl�,18;MWFRS(dl a tonal);WmWr DOL=1.60 plate grip DOL=1.60
5)Promds adequate drainage to prevent water ponding.
6)Tray,Wes has loan deigned for a 1 O psf Mum chord Ilve load nonconwrmt Win any Urban live loads.
))-This trum has been designed fora live bad of 200ps1 an Ne bottom chord In all areas More a rectangle 3001all by 200 Wide
MII fit beMsen the Whom chord mho any Other mambas.
8)Provide mshenical connection(by orbem)of truss to bearing plate capable of withstanding 1]3311,uplift at joint 15,10n lb Uplift at
joint 11 and)]4 16 up11X at joint 10.
9)Use USP JUS24(W iM f Ort nails into Girder 8104 neib into Ttuss)or squlvtient spaced at 2009c max all at 15-0-4 from Iia
left end to 174-4 W connect Ipvm(eU to BOM face of top chord.
10)Use USP THICK;(With 180 rials into Order 8 NMD nails Into Truss)or aqulvslent spaced at 2-0.g w max.smarting at 1-)-12 Men
the left and b 13-7-12 to connect ttussles)to Dark face of bottom chord.
11)Use USP JUS24(With 1 D nails Into Grolier 810o tells Into Tmss)or equivalent spaced at 2-0-0 0o max.starting al 15-]-12 from
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12)FIII all nail toles share hanger Is In anted Wth lumber.
13)'NAILED'indicates 3-100(0.143X3')or 3124(0.140'If3.25')toe-nalls.For more retail.refer to MTekS ST-TOENAIL Detail.
14)Hanger(e)or other connection tl Ice s)shell he maAced suXklent to support concentrated Ipatl(s)5130It,down era 10131E up at 0-24ca tap chose. Ttle
tleelgn5electlm of such wnnecllon device(s)Is the responslblllry of MM1em.
LOAD CASE(S) Staclar0
1)Dead♦Roof Lha(bolangee):Umber Incrsase=1.00,Plate Incresssl 00
Uniform Use.(pit)
Vent 1-0=100,913=10
ConlcenlrMm Loma plot
Vert:1—51W 15 4n15(13)13=-83](13)1 0=41r9(B)20=96(F)21=41](F)22-0(F)23-352(B)2b— 9(F)25—059(B)20-29(F)27=-B%(B)23=29(F)29=200
30=-341(B)31—T13(Fdl,8=4123)32-313(8)
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2bd 48-12 i4 IN 60-02 10.00
z9d 1-rib OSo 1,40 2�O z-0-02
Scale-1:19.0
IsPeciel '-0KW BDeow Ppenal Sawas' special
46= 2eA II 46= A6- 8x12=
1 °�= z 15 3 4 s d spcits
14��
t
Li I
u 10 9 44 8 M= ]
1,6= We= 3N I
12
2w h
244 "12 Sb12 5612 e612 1098
294 1-114 D&0 1iL 20-0 2042
PIMOMt W(Y,Y)- I1:0-292,02-0, 6:EJge PM110:02-12O24L111:O2-12O2-0I
LOADING(pal SPACING 2-0-0 CSI. DEFL In (100) bond Lee PLATES GRIP
TCUl 40.0 Plate GOP DOL 1.00 TO 0.50 Vert(L-) -o l l010 >9B9 240 MTN 244/190
TCDL 10.0 Lum1,er DOL 1.00 BC ONVed(TU d20 010 >622 180
BCLL 0.0Rep Sloes dna NO WB 0.75 Horz(TU 0.01 14 Na Na
BCDL 5.0 Code FBC2014RPI200] Metrix-MS W¢IBB:161Ib FT=20°0
LUMSER- BRAZING,
TOPCHORD 2x4 SP No.2 TOP CHORD Structural woad shealNng diaOct,applied W64 he puRdW,
BOT CHORD 2x4 Be Ni except antl ventoatW.
WEBS 2x4 SP No.3•ExcapN BOTCHORD Rigid ceiling directly applied or 10-00 oc being.
1-11,6-0:20 SP No.2,0-]:2x6 SP Ni
REACTIONS. (IMIs) 12-28]61Y50,14d116M d0
Max Uplift 14=368(LC 8)
FORCES. (Ib)-Mex.Gaop.RAm.Ten.-51fOrces 250(Ib)or less except wfienshown.
TOP CHORD 1-12=-2]SN624,1-2=-0331/145],2-3=1012&2420,64=40126242,45=-1125]2T]5,
5&=-00002200,]-13=-]91323,513=Tb323
BOT CHORD 11-12=-55260.10-11=-145]5331,010=2PY1125],69=226W8086,] -5812303
WEBS 1-11=-150816531,09=5]426]3,2-11=24]it590,2-10-103]1429,S8_--0]59/1239,
68=203M945,310=-142NJ48,4-9=12062",d-10=12]5394
NOTES
1)3-dy toes to be connected together with I W(0.131X3)rwlls es follow:
Top chards cmmeclea as follows:20-1 mw at 0 7-0 Dc.
Bomm ch ride connected es follows:2x4-1 mw W 09-0on.
Webs connected as follows:2x6-2 rows staggered at 09-0co,2x4-i swat 090 ho.
2)All loads are considered equally applied to all plies,except 11 doled as soot(F)Will IS)two In the LOAD CASE(S)sectlon.Ply to
ply connections have been provided to all only loads noted as(F)or(5),unless otherwise indicated.
3)Wide ASCE 7-10;Vi Simon(3-second good)Varal01 mph;TCDL3.O,i BCDI=3.Op f,,h¢St;B=45ft;L=24t;Wool Cat.
11;Exp B;End.,GCpi-=0.18;MFRS(demanded)and C-C EAerior(2)P1-12 to 31-12,Inteem(1)31-12 to 10-34 zdla;C-C for
madame and forces 8 MW FRS ler reactions shown;Lumbar DOL=1.60 Plate grip DOL=1.80
4)Provide moral drainage to prevent water poltling.
5)This Wes has been designed for a 10.0 psi beton MON live lead noncorounend win any other live loads.
6)-Thin they ham been designed for a live lead of 20.VW on the bottom dead in all areas were a rectangle 3-6 0 and by 2-0-0 wide
will fit 1,atwaed the bottom chord and any other members.
7)Bearing at)onnt(s)14 considers parallel to grain value using ANSI4PI 1 angle to grain formula. Budding designer should verity
eapadty of boxing Winded.
8)Provide mechanical cwdedlon(by otters)of from to beading plate capade of withstanding 368 to uplift at joint 14.
9)Lead caee(S)1,2,3,e,9,10,11,12,13,14,15,16,1],18,19,20 haemave been modilied.Building designer most review loads to
verify,that trey,are coned for the intended use of this Wes.
10)Harger(s)or other connection chancels)shall be provided Without to support concarthumd load(s)1DeS 11,down and 31511,up at
4612,and 132811,covin and 392 to up at 8812,and 336f,b dews and 99411,up at 8-812 on top chord. The dra gNmillec on
of Wuch connection dev es(s)is the redponsibilty of others.
11)Spedai hargluds)or other connection devicm(s)stall be provided Wading at 0-1-12 item the left and to 10 9-8 sul0dent to whined
theades)to frond face of tap chord The desigNselection of such speed connection devies(s)is the responsibility of others.
WAIINWa-VMyOapnpuxmlmuW flF10 HOTEW hNTIM1W ANOWetY0E0 MlIEN eEFEPPHCE GAGE NM1Ba m.lOAYMIb BEFONEVSE
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aaoa deawx amdel�Imelel.e.el+L..:wpolraluwlndweoonalmderaderril.�er.orvr.Geeeoro wrrlporw�dl�mmenlaxvw MRek'
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Wyelr Yxpmybr rnvl?le M1dn 1np Wh1vMM1e.RIBN.Iee Wlrea\,9M 312,Nette[IDa.VRY1314. Ts�rye,FL 991D
Joe Truss Truss TM iV Ply
TWI5f00
1Oi FG02 FLITGIRDER 1
3 Job RelereliTakl fmaN
fidlMin9 Component Supply, JazksonWlle.Fl32256 gECASApr202018 MiTabl RQNAG.JlOIhN DVga5:1&.4]2016Pe9a2
I D:Go0gry8Ne01EOVS%791 dlytrpy-ZPlal_RONAG4IJIOTPCZ2vDVgeDEegiEf_vbYGymF4O
LOAD"Si Standard
1)Deed+Roof Live(barana l:Lumber Increasei Plate Increase-100
Latham Loads(pit)
Van:16=-210.7-12-10
Canwntreted Loads Qb)
Vali:X3369 31 4=1328
2)Dead+0.75 Roof Uaa(balanced):Lumber dwreass=l W,Plate Ircresssl W
Uniform Loads Put
Vart 1 -190,7nz=tfi
Cmcaltraled Loads Qb)
Vert:5-27M 3=-8744=-108]
3)Dead+UnInM011ai Amic Wlmout Storage:Lumber Increass=L25,Plate Increase=1.25
Urdorm Loads(pit)
Ven:i6=-130,7-12=30
Concentrated Loads(lb)
Vert:5=1531 3=4854=304
8)Dead+0.6 MFRS Wind(Pas.Internag Left:Lumber Increase=1.W,Plate Incest 60
Uniform Loads(pig
Ven:I6 482,7-12=6
Cmcentmted Loads go)
Vert:5653-211 4=262
9)good+0.6 MFRS Wind(Pas.Internal)Right,Warner Increase=l.W,Plate Inorease=l W
Uniform Loads(pit)
Ven:1.6=-82,7-12=3
ConcentrffiM Loads W)
Vert:SS653-211 4=262
10)Dead+0.6 MW FRS Wind(Nag.Ir4eming Led:Lumber moroase=1.60,Plate Increase=l W
Uniform Loads(pig
Van:16=-131,7-12=-10
Cweentreied Leads Qb)
Ven:S=-10633=3434=426
11)Dead+0.6 MFRS Wird(Ne,Imemag flight:Lumber Ircrease=l W,Plate Imosione=l W
Uniform Loads(pd)
Vert 1-8=-131,]-12=-10
Concentrated Undes(Ib)
Ven:5=1080 3=343 4=-426
12)Dead+O6 MFRS Wind(Pi Internal)1st Parallel:Lumber Increandi Plate Increase--1.60
Undoon Loads(pIV
Ven:1�91,7-12=8
Concentrated Leads(Ild
Ven:5=3933=1254=155
13)Dead+06 MFRS Wind(Poi IMareg 2nd Parefel:Wm0er Increase=l.6o.PlateInndoun 1.60
UMlonn Load,(pit)
Ven:1�-102.7-12=-6
ComeMrated Loads(10)
Ven:5=71 3=224=28
14)Daud.0.6 MFRS Wind(Nag.IntemaV 1.1 emergel:Wmber In odeass l.eq Fal.mono se=1.60
Unilorm Loads(pIV
Ven:1-61,131,7-12-10
Concen0atetl Loads Qb)
Van:5=-1080 3=-343 4=426
15)Daed+0A MFRS WIM(Nag.IMerman 2M Parellel:Lumber Increase=l.eq Plate Increase=l
Uniform Wads(pig
Vena$131,]-12=10
Concentrated Loads gift
Ven:5=-1080 3=-343 4=426
16)Deed:Lumber uncrearti Plate Increase=0.90 Put.moral
Unimrm loads(pIV
Ven:13=13q 7-12=-10
Concontralad Loads(m)
Vert 5=-9193=-291 4=362
17)Dead+0.75 Roo(Uva(ball+0.]5(0.6 MFRS Wind(Nag.Int)Led):Lumber Increase=160,Plate Increase=L80
Uniform Loads(pig
Van:1-6=-191,]-1T-10
CorranbelM Loads gg
Ven:51:13=912 4=-1134
18)Dead+0.75 Pool Live(bar)+0.]5(0 6 MFRS Wind(Neg.Intl Right):Lumber Increase=l.6q Plate Increase=160
Unit..Loads(pd)
Ven:1-6=-191,]-12=-t0
Cawentrated Loads Qb)
Vert 5=-2671r 3=9124=-1134
19)Dead+0.75 Roof Uve(bar)+0.75(0.6 MW FRS Wind(Neg.Ing tat Patella t Lumber Irome x.=1.60,PI ate Increaae=1.60
Un9olm Loads(INI)
Vert 16=191.7-12=-10
Concentrated Loads(m)
Ven:5-28T 3=9124=-1134
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Job Tues I.Type GN Pv
T015104
10522TO FG02 FIATGIRDER 1
3 Job 2016 MI o 0 4onal
Buil0illg Gomf>onenl Buppy, JackSgMlle.Fl32256 WEOSApr2020py ZFeW-RONi IDIOT DVgaE: iE 2013Pege3
ID:GooxryWreINEOYSX?B1tlYyImySPjeJ_RONAGAIJIOTPCZ2vDVgeDEegiEi_v9yGymFa0
LOM CASE(S) SlenOazG
20)Dead+0.75 Raaf live(bel.)+0.]5(0.8 MFRS Wind(Nag.Int)2nd Parallel):Lumber Inareaae=l.W,Plate Inarease=1.80
Dniiorm Loam(p f)
Ven:1- -1 e1,F12=-10
Cmoentratedl Loam(Ib)
Van:5=28T 3=912 a-1134
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9alNylnlwmaX vJN1e M10 r�Mle ffIIN e.'1 N Iee Sheet SUlle J1P Plaam]ib.VAT[a11 lenge.FL n36�e
Job Tess Truss Type Ory INy
T3115105
10522TO FG03 Root Special Oiler 1
?- JOD Wlwrrce IOn0me11
Building CollponeN Supply, Jeclleomilla,FI32256 B.OtO S Iyr 20 y-IbHI Tek lndusDles, 01 Fn Au9191 cNGu02010 Page l
10:Go0pry9s4e01E0YSXteldYyhpy-IDHIWKR20T0lASK016]oD]mYG_acNGuOuel9ViymF4P
tAJ
31-15 Si-01-9]2
2]- '
Beall Scale:l2'=1'
all THDW TID26
2nd 11 46= 46=
3 tt 4 12 13 `'
Spewed A
xzxxa
2nd II
9 a
10 'd4 11 3�4
�4=
12144 &>-5
192 S 12
120114 2-Ll 66] 134
plat 011 (XYF- 12'0.540-1-8114'0-2-00.20118'61-120.141
IOADING(pst SPACING 2-0 OSI. DEFIL M gce) Vda` W PLATES GRIP
TOLL 40.0 Ruder Grip DOL 1.GO TC 0.96 Vart(LL) O00 9 x999 240 MT20 244/190
TCDL 10.0 Llanber DOL 1.00 BC O.n Vad(TL) o.w BA x999 100
BCLL 0.0Rep Stress lncr NO WB 0.17 Hoo,(rL) 0.04 ] Na Na
BOOL 5.0 Coda FBC20147P1X)07 Metrix-MS Welgb081M FT=20%
WYSER- BRApNG
TOP CHORD 2x4 SP N.2'Excalt' TOP CHORD Sdnx.1urel wood something directly applied or 5+12 of,pudlrs,
3-5:218 SP ill except and W tae6.
BOT CHORD 2x4 SP No2'Exces' BOT CHORD Rigid ceiling dlredtyaiplied or 6-00 oc bradng,
4-8:20SP MA
WEBS 2x4 SP No.3
REACTIONS. (INN2e1 10.-4551064.]=350db4-15
Max Hoo, 10£6(LC 12)
Max UPIR 10=524(LO 22).]-2001LC 9)
also,Gov 1k288(LC 9),]=3500(LC 1)
FORCES. (Ib)-Mrx.Compfivem eD-Allforces2WQ0)orlessexceptwtenshown.
TOP CHORD 1-1R-011/42],1-2-3T//500,2-2-433]]W,2-3-305/40],4-5=409/1415
BOT CHORD 8.9=-471269,4-7=-2743962
WEBS 1-B=d6Y482,2d=-214/520,5-7-15281507
NOIRES,
1)2-plyno ws m be connected together wIM 10d(0.131-a-)nails a9 follows:
Tap chords connected as follows:2x4-1 row M 0-9.0 w,2x6-2 rows ste0gered at 0.9-0w.
Bottxn chorda mnneded be follows:2x4-1 row,N 0-9 0 no
webe connected as follows:2x4 f rowat090OC.
2)NI loatls are considered equally applletl to all piles,except it noted as tont(F)or bad(B)iroe In the LOAD GASES)secbw,Ell
ply connections have Dem provided to cautious mlymads noted as(F)or(B),unless oMernhe indicated,
3)Unba lced food Inve loads have been considered tot this design.
4)WIM:ASCE]-10;VUIklWmp0(3-second gust)Veld=101mph;TCD".Opst BCDL .OpM;a=25t;B=45t;L241t;eave=4t;Cat.
11;EMS;Encl.,GCpIA.10;MMFRS(dirmtionel)and C-C Eefteso 2)61-12104-2-0,IMedogt)4-2-0t053-0Eme;G-Odor
matters and forces&MW FRS for reactions shown;Lumber DOL-1.60 plate BDP DOL1S0
5)Provide adequate drainage to prevent water ponding.
6)This hates hes been Immigrant for a 10.0 par bottom chord live load nmconcunent Win any other Ilve loads.
7)-This tmss has been designed for a INe load of 20.Opsl on the Wilma Mord in all areas wrere a recWltgie 3d-0tall by 200 wide
oil It betaaen the Whom Mord and any other members.
8)Pfodrb machenlcal connectiort(by others)of trues to bowing plate capable of w4Msan s,524lbuplit at joint 10 and 200 M plit
at joint].
9)Use USP THD26(WIM 160 nails Into Gander&NAND nails Into Tmss7 or equNemt Mail at 2-0.0 w max stpu rtg at 3&0 man
the Nt end to 530 fo wined truea(es)t0 hand face of lop chord.
10)Fill all hall hoes where hangar is In contact with lumber.
11)Hangd(5)or Other connedlon davica(s)shell be provided sufficient to support concentrated Joni 1907 to down and 771 M W at
"12 on hop chord. The dasigrJselecdion Of such connection davice(s)Is the responsibility of others,
12)Special loompr(s)or Other connection devices)shall to provided staring at 0192 from to let end to 1-2-8 sufficient t0 connect
gprM155(es7 ttooCman
prface aof lop chord. The asslgnmeledfon of sudsspeadad connection dOvloci Is the responsibility at opera.
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9olNyIrYamallm asdMeM1wn Ina hole e1tl ,4fe N.me50 1.SIR]12 Ne.a.f4 VRY1a14. harp,FL 33610
Job Tmss Trues Type Ory Wy
TB 116106
105221`0 FG03 Pool Special Gwer 1
?- Job
IJoble Iron
Bull GcrtgreM Supply. JacmnNF326 9.0I0aFr20206MiTekldust
e Fri Pup 1916 : 01p6Pep42
DGa0gry954e01E0Y591JYyVpy-IbHIWKRaT #SKD18] bTYCeNGWueVmF4P
LORD CME(S) SIardarE
1)Dead+Rool Uva(Maned):Lumber IncrBa9e=tW,Plate Increase=1.00
UMtolm Loatls(pli)
Van:1-2=-224,3-5=210,&10-10,&]=-10
DanceMrateb Loads(lb)
Ve11:13-1907
AL--- aY -uen pnemnmuW aEIUHUlESONlX6 ANa XILLUOEe WIETPEFEMHCE GPOE MaIq)rer.lOtl `Soa. UEE.
Ceil.T wNtl Id use oNy YAtt�FXlek�cmredrnx INs Way's alwsetl aiy ulwn rxamielars Mwiatl Idol m IlaMtltal IUYtlI�q mnq_ua+nl.Cpl
a euasyalem. a mwliopr��u�a�nlIMiw.v;o WOPn�w�' 7, e an ll
MiTek
lWtalW�.alwgre.tleYu9ry.axYm m]h2kp IMverad M1W sMem[teMMI/Ig1�CaIxM,DeE-09aW YaAWMIp COTWMn1 BBW PeIFe Een aNJ.
fdalyllMmylpn w6YAe M1an ln®RaIe YM1ABae.11BNtea51ree1.5Jle]IY.Ne[agb.VRRR]IE. ierrye,FL 3Y10
Job Time Time Type Ory Ply '..
T9315IN
I DMTO FG04 Flet Girder 1
2 J20RBlerewekindusaD
BWidhp CCrtgonent 6upply. Jacksonville,F1322569.010eApr20201bHHKRdfITOpASKI6Au7dmQ d19:462fg Papel
ID:Ga0gry9sb01E0Y6%)9ldyytrpy-1hH1WR*aTOMASK016)c0]mj0_uBNic0uegViymF4P
2-ttb
211b
SyeuN Sit
1 34= Sm..'loal 2 N43111 aisle=1:95
I
d 6 TH016 6 THDIB
3 11
445- 3
66 2 2.98
29ig
6b�2 2612 28'
LOADING(yep SPACING 24H1 CSI. DEFL In Qac) Vdell Ud PLATES GRIP
TOLL 40.0 Plate GnPDOL 1.00 TO 0.31 Ved(LL) 8.01 3i >999 240 W20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.59 Vert(TL) 8.02 3i >999 180
BCLL 0.0 ' Rep Stress I cr NO WB OAO HorzQL) -0.00 3 Ne Na
BCDL 5.0 Code FBC2014/TPi2007 McM1lx-MS Weight:Mlb FT=20%
LUMBER- SPACING-
TOP
RACINGTOP CHORD 2x4 SP Nat TOP CHORD Structural wood sheathing directly applied or 2-11E oc puffins,
BOTCHORD 2s8SPNc.2 except Bndv irlicals.
WEBS 2x4 SP Ni BOT CHORD Rigid ceiling drectly applied or 10tr0 oc bredlg.
REACTIONS. (Irian],) 4_-6)ON-2-15,3S40.04-12
Mex Grey 4=1545(LC 12),3=1 M(LC 12)
FORCES. (IO) Mex Canp.RAex.Ten.-All nomas 250 Qb)or lase em:apt when slwwn.
TOP CHORD 14=-29Go,23-29M
NOTES-
1)2-Pythons to be connected instanter with 10d(0.13Px3')hall as follows:
Top chords connected as follows:20-1 mw a 0-9-0 o0.
Goal chortle connected as follows:M-2 rums staggered at 0-5-0 M.
Webs cememed es ldlownI-f mw at 09-0oc.
2)All loads are cormidered equally appletl to all plies,except if noted as from(F)cr beck(B)face Mind LOAD CASE(S)section.Myto
p rommerso s have been pmvkktl to dletibute only loads noted a(F)or(B),unless ot0e ands Indoated.
3)WIM:ASCE 7-10;Vu0:1301(3second goat)Vasd=101 mph;TCDL=-5Ppa1;BCDIL,=3.0psl;h=25g;SAM;L-2411:aave411;Ca.
11;EV B;Encl.,GCplb.t6;MFRS(directional);Lumber DOL=1.60 pate grip D0LL1.60
4)Time deigned for wind bade In the plane of the time unity, For studs exposed W wind!(norma to he lace),sea Standard Industry
Gable End Deals as applicable,or would qualified building deal ats per ANSVTPI 1.
5)Provide adequate drainage to prevent water ponding.
6)Grade studs spaced at 1 d oc.
7)Concentrated loo&from layout are not present in Load Coastal:M Dead+Uninhabitable Al Without Storage;44 Dead+0.6
MFRS Wind(Pus.Interna)Lel;05 Dead+0.6 MFRS Wind(Pos.Internal)Right;N Dead+06 MFRS Wind(Neg.Interna)
mi N]Dead+0.6 MFRS Wind(Nag.Internal)Fill k0 Dead+0.6 MFRS Wind(Pus.Internet)1s1 Parallel;NO Dead+0.6
MFRS Wind(Po6_Intsma)2nd Parale;Y10 Dead+0.6 MWFRS Wind(Neg.Internal)IN Parallel;N11 Dean+0.6 MFRS Wind
(NW.Internet)2nd Parallel;416 NA+0.75 Roof Uva(ba.)+0.]5(0.6 MFRS Wind(Nap.Intl Led);p17 Dead+0,75 Rod Liv,
(bal.)+0.]5(0.8 MFRS Wind(Nog.Int)Right);k18 Dead+0.75 Roof Live(bal.)+0.]5(06 MW FRS Wind(Nag.Int)1a Paralli
E19 Dead+0.75 Pool Live(bal.)+0.]5(06 MFRS Wind(Nag.Ice)2M Parallel).
8)This true has been designed for a 100 pet bohmR chord live load lexoncument with any other hve loads.
9)-This muss has been deagned for a Ilve two of 20.Opa on the bottom chord In all areas where a rectangle 3-6-0 tell by 2-0-0 wide
x111 ill between the bonam chord and any Cher members.
10)Pmw0e mechanical connection(by ohere)of time to besting plate at)oinds)4.
11)Load ras11.2,3,4,5,6,7.8,9,10,11,12.1 3.14.15.16 himm a been mMI irdi Building designer must review loads to
witty that they ere tortes for the inteMed use of his ices,.
12)Use USP THD46(With t6d nails Into Glider S 10d new into Time)or egUWlent spaced at 1-40 oc max.stading at 0-64 from the
left end to 1 10-4 t0 connect buessud to beck face of hotlom Chord.
13)Fill ell nai holes whore hanger Is In contact with lumber.
14)Special hangers)or other connection deNce(s)stall be provided starting at 0 1-12 from the left and to 2-9-12 sulgclent to comrect
q
pointed ttoo��Ira$$nn�taaface r of lop chord. The desigNsaedion of such special connection dewca(ra)Is the mindonslblllty of ohem.
LY MIWwp�edeyaw�pmMwen4aedp NalFB MI)Ii4Xa NCLIPoEp MIIEK NEFEYNCF FIOEN)dAm.deps.6BEFOXEWE.
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pail Mlart azlwaue.P¢W�q tletldwnmW wlMll'e 4GECWMoIOmkw WurelesatlpNeRYY¢aMaR mmtlsjx�Tb R¢ovrdl
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0.FL9aet
Job Tme9 T.Type ON My
9315108
10522T0 FG04 Flet Groat 1
2:Jod r2O2OI6rema l4onal
Building Compotren�SupplY. Jedmomille,FI Man 8.010 sApr202016MlIWKl uatris SK Fri Aug1915:19:4 u2N Pag42
ID:Go0gry%4eME0YSX?91tlYytryylbH1WKH28T0#ASKDI6)ob]rryO dBNlcOualgV'rymF4P
LOAD CASE(S) Standard
1)Dead+Rood Uva(balanced):Lumber Increase=1.00,Plate Increese=1.00
Union Loads IpIN
Ven:1-2=-224,3<---10
Concentrated Loads On)
Vert:5-295(B)(-292(B)
2)Dead+0.75 Pool U.(bManced)+0.75 Aft Floor:Lumber Increase=1.00,Plate Increase-1.00
UNdwm Loads(pll
Ven:1-2=-204,34-10
Coro led Loads db)
Van:5-81 6-896(6)
3)Dead+Uninhabitable ANc Without Storage:Lumber Increase=1.25,Plate Increase=1.25
UNdonn Loads(pit)
Ven:1-2=-144,34-30
4)Dead+0.6 MFRS Wind(POs.Internal)Left:Lumber Increase=1.80,Plate Increase-1,60
UNlorrn Loads(pIN
Vad:1-2-96,3d=6
5)Dead+0.6 MFRS Wind(POs.Internal)Right:Lumber Increaaa:0 SO,Plate Increase=l.W
Ufdwm Loads(pIN
Ven:1-2=-96,3-4-6
6)Dea0+06 MFRS Wind(Ned.Intemel)Lalt Lwnber Increase=1.6O Plate In,eaa =l 60
Uniform Loads(pIN
Vat:1-2=145,34=-10
1)Dead+0.6 MFRS Wind(Nag.Internal)Fight_Lumber lmmase=l.W,Palo Increase= .W
Unfoan Leach(pIN
Vat 1-2-145,3 =-10
8)Dead+0+6 MFRS Wind(Pos.IntemM)lel Parotid:Lumber Increase=l.W.Plate Incnome=0 60
Unllorm Loads(pIN
Ven:1-2=-105,A --B
9)Dead+0.6 MFRS Wind(Pos.Interna)2nd Peal Lunber Increase-1,60,Plate Increase=1.60
Uniform Loads(pIN
Ven:1-2=115,3 --6
10)Dead+0.6 MM/FRS Wird(Nag.Internal 1st Parallel:Winter Incraase=l.W,Plate Increase=l 60
Uniiotm Loads(pin
Ven:1-2=445,3-0-10
it)Dead+0.6 MFRS Wind(Nag.Internal 2nd Parallel:Winter Increasat W.Plate lmmasa=l.W
UNdonn Loads(pit)
Ven:1-2,1 16,3 4-10
12)Dead Lumber Plate ImeoOeb.90 PIImetal=0.90
ur lolm Wats(pIN
Ven:1-2-144,3-0-10
Cmcentratal Loads(Ib)
Ved:5-11 W(BI 61
13)Dead+0.75 Roof L'We(bel.)+0.]5(0.6 MFRS WInd(Neg.Int)Left):Lumbar Increase=1.60,Plate Increent 60
UnBonn Loads(pit)
Ven:1-2=-204,3-0-10
14)Dead+O75 flood Lha(ba )+0.]5(0.8 MFRS Wind(Nag.Int)Right):Winter Increase=1.80,Plate Increasi
Unllotm Loads(pIN
Ven:1-2_204,34-10
15)Daa1+0.75 ROM Uva(bel.)+0.75(0.6 MFRS Wind(Neg.Int)tat Parallel:Lumber Increase=160,Plate Inaeaee=l.W
Unimem Wada(INN
Vena-2-204,3-4-10
16)Dealt+0.75 Roof Live(bel.)+0.75(0.8 MFRS Wind(Nag.Int)2nd Footfall Witter Increaesl.W,Plate Increaza=l.W
UnI.art Loads(pl
Ver:1-2=-204,34=10
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Building Component Supply. Jacksmville,F132256 8.010 6 loco Fn Jag 19 MIsNwo6M:4B'Nt8 Paget
ID:Ga0124-12 GE0YS%t9ltlYytrpy VorP1®SgvnWo_aFlget]KJIsNwo6X4X61P019ymF40
92A 0.}1 P40 12H2 ISbB 1860
12A 3012 3012 30-02 3412 388
Son.'.3ar.1'
X10= 210 II 4sb= 41 4412=
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4 15 13 16 12 1] it 19 1B 10 20 B 21 22 e
4 S 11 JU524 4.12- JUS24 4,6 AX24 4at0= 1012- JU624 W2= 46
TND2O2 THD262 .IUS24 TH0232 TIID262
31a 834 B40 124-12 1569 1360
12-8 3612 3612 3612 3614 323
PlaIe 011saN DLYI- 12:0-2-&02-0I 13:6H Etlpa71B:62-86_2-01 IBEd0e 0&8119'O3E 0-2EI 110:66065dL t12:P280-2-OLfl3:OJ&62-0I
LOADING(pan SPACING- 2401 CSI. ll In (lac) Vdeg Ld PUTES, GRIP
TCU- 40.0 Plate Grip DOL 1.00 TC 0.97 Veh(LL) -0.34 11 .653 240 W20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vaal -0.89 11 .249 180
SCLL 0.0Rep Shwa In. NO WB 0.95 H.-Z(TL) 0.06 8 We we
SCOL 5.0 Code FBC20l4 PI2007 Will Weighh 30B Ib 17=2
LUMBER- BRACING
TOPCHORD 2x4 SP N0.2'E,fcepl' TOPCHORD Structural wo00 shimming omcfty anthill.12-104 partial
3-7:2M SP No.1 somal and aaficala.
BOTCHORD 2x8 SP SS Tilcept- BOTGHORD Rigid caning deeclly applied or 1040 do belong.
e-10:2x8 SP No.1
WEBS 2"SP Noa'EtomPP
1-13.2-12,311,511,610,]-9:214 SP NO,2
REACTIONS. (Maine) 14-f4984Aechmcal,B=4366OSB
FORCES. (lb)-Max.CornpJL4o1.Ten.-All forces 250 glo)or less except when shown.
TOP CHORD 1-14=33960,1-2=-1019611,2-3=-1 Sal 31-184655 ,4-5=1846510,5 -167620,
67=-103480,73=-3451M
BOT CHORD 1314b/882,12-13 10198,11-1 2=0116 8 6 5,1611=0118114],at0=N1034fi,69 138
WEBS 1-13=0.11971,2-13-267M.2-12-AARS9.812=-124]10,311=0q M.4-11=-57",
S11 b/1591,5-10-122]A1,610=0/6]54,69=2688Po,]B=0110088
NOTES
1)Splybusstobmco tedtogethwwx 101(0.131513')nailsas Iollms:
Tap chords connected as fall 2M-1 are at 3 7 0 oc.
Boom cboMs connected as ialows:2k6-2 rows staggere!at 68-0 oc.
Wales conmeael aS 10II0ws:2wt-t row at 68-0 0c.
2)All loads are considered bell applied to all peas,except V notetl as from(F)or back(B)face In the LOAD CASE(S)secban.Pty to
My connections have been provided to distribute only loads noted as(F)m(B),unless obtermse Indicated.
3)Wind:ASCE 7-10;Vult=130mph(3-s9cmld gust)Vas ll01 mph;TCOI_5.9psp BCOL=3.Opsl;h=25g;8=4511;1-24X;wwse ft;Cat.
II;E1g1 B;Encl.,GCpib.18;MN/FRS(tlUactiorlal);Lumber DOL=1.60 plate gnp DOL=1.80
4)Provide adequate drainage M prevent water pmxling.
5)TNS base has been designed for a 10.0 paf bottom chore live lead nonconeurreM WM any other live loads.
6)'This truss has been designed for a live load of 20.Opsl on Oe bottom chord In all areas whom a rectangle 3-60 tall by 2-0-0 wide
Wil Bt between the boham chord and any other membem.
7)Refer to girder(s)for dude to buss cormoalons.
8)Load caso(s)1,2,3,4,5,e,],e,9,10,11,12,13,14,15,16,1],18,19,20,21,22,23,24,25,26,27,28lumbso a than modl0ed.
Building designer must review leads to veiny,that they are cornea for me intended use of fres truss.
9)Use USP THD26-2(With 181 nolle into Gircer 8104 nails Into Truss)or equivalent spaced at fl 0 oc max.sterling.10-1-12 from
the loll end to 18-0-0 to conned Wm(w)to back face of bottom MOM.
10)Use USP JUS24(With 101 nails Into Order 8100 nails Into Truss)or equivalent spaced at 311-0co max,starling at 2-1-4 from
the left end to 15-114 to connect busses)to back face of bottom chord.
11) FIII all nail hoes where hanger Is In comas with lumbar.
LOAD CASES) Standard
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Building Component Guppy, Jagksowillc,R32256 B.OIOSApr2020py- 8OhlMaeaeabc. Fn Aug 191619:502016Page 2
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LORD CME(S) Standard
1)Deal)+Rood LNG(balancedg Lumber Increase=l 00,Plate Inmaese=1.00
Uniform Loads(plp
Vel):1or=-224,6-14-10
Concentrated Loads On)
Ven:14=508(13)12=606(B)15-35B(B)16=-358(13)1]=-358(8)18=353(8)18=-604(8120=-358(B)21=358(8)22=-006(6)
2)Dead+0.75 Root Llve po arced):Lumber Incraess1.00,Rate Increase=1.0(l
UNiarm Loads(pi)
Vert:1-7=-204,8-14-10
C enirated Loans Ob)
Vem 14=-514(B)12=-51 ii I) -302(B)16=302(8)17=-302(8118=-332(8)19=510(B)20=-W2(B)21=3]2(3)22-512(B)
3)Coact+Unfi hablable Aac Without Storage:Lumber Increase=l 25,Plate Increase=1.25
Unldam Loads(pit)
Van:1-7-144,6-14-30
C endraled Loads Ob)
Ved:14=317(B)12-304(8)18=-172(B)I -Inftt)17=172(B118=-172(8)19=304(B)20-_172(B)21=-Milt)22=312(3)
4)Dead!+0.6 MFRS Wind(Poe.Inleman Left:Umber Increase=1.60,Plate Increase=l 60
Uniform Loess(plp
Vert:1-5-98,i7-111,6-14=6
Corcenbaten Loans Ob)
Vital,14=105(B)12=108(13)15Aft9(B)16,69(B)17=6i 16=69(0119=1012"9(B)21=69(8)22=106(B)
5)Dead+0.6 MWFRS Wind IPOs.Internal)Right:Lumber Increase=l 60,Plate Ircreessl 60
Unit.Loads(pip
vat 1-3=-111,67=58,614=6
Concenoaed Loads Ob)
Vert 14=105(B)12=1 With 15di9(B)16=69(8)17y 13)18=69(8)19=1 W(B)20--69(8121=69(B)22=108(B)
6)Dead+0.6 MFRS Wind(Nap.menta)Left:Lumber Incresse=1.60,Plate Introns¢=1.60
Uniform Loads glo
Ven:1a=-1466-14=-10
Concentrated Lams 90)
Ven:14=108(8)12=112(B)1�73(13)16=]318117d3(B)18=]3(B)19=112(B)20=]3(8)21=]3(B)22=108(0)
7)Dead+0.6 MFRS Wind(Neg Internal)Right:Lumber Increase=l 130,Plate berees LW
Uniform Loads(P6)
Ven:1-7=-145,6-14=-10
Conceantreren Loans(Ib)
Vert 14=108(8)12=112M)1• 73(8)16=73(8)1]=]3(B)1 8=73(B)19=112(B)20=]3(B)21= 3(B)22=109(0)
8)Dead+06 MFRS Wind(Pos.Internet)let Parallel:Umber li aeass1.80,Plate Increase-1.60
Uniform Loads PH))
Ven:1-0=-105,614=6
Cmcenlroted Loads Ob)
Vert 14=105(B)12=1 W(B)15 9(8)16 O(B)17=69(B)1 8=69(13)19=1012Y69(B)21=69(8)22=108(BI
9)Dead+0.6 MFRS Wind Los.Inlema)2nd Paraal:Lumber Inaease=1.60,Plate Increase=1.60
Unit.Linda(pill
Vert 1-7=-115,8-14=S
Conoemini Loa&(lb)
Ven:1"105(0112=10115=69(8116=69(B)17=69ph 18=89(B)19=1 CB(B)20 9(8)21=6918)22=108(B)
10)Dead+0.6 MFRS Wind(Neg.Internal)let Parallel:Umber Increase=1.60,Plate Increase=1.60
Uniform Loads(pit)
Ven:1-]-145,614-10
Concentrated Loads(lb)
Vert 14_-108(B)12=112(B)15=]3(13)16-]3(B)1]=]3(8)I473(B)1!k1 12(B)20=]3(B)21=M(B)22=109(6)
11)Dead+0.6 MFRS Wind Meg Intematl 2nd Paralet Wmba I.reass1.60,Plate Ircreai
Unfoon Loads II>tp
Vem 1-7-145,614=-10
Concentrated Loads(to)
Ven:14-108(8)12=112(B)15=73(8)16-73(0)17=73(6)18=73(B)19=112(8)2 M(B)21=73(B122=108181
12)Dead Lumber Increase-0.90,Pate Increase=0.90 Pit.meld-0.90
Unitonn Loads(pit)
Ven:1-7=-144,614=40
COncenoaten Loads(lb)
Van:14=231(8)12=2 (B)15-132(5)16=1 W(B)17=-132(8)18=132IB)19-227(B)2 IS2(13)21=132(0)
22-229(0)
13)Dead+0.75 Root Uva ftailj+0.]5(0.6 MFRS Wind(Nap.Int)Led):Lumber Increase=1.6o,Plate Inaeess1.80
Uniform Loads(pip
Vert 1-0=206.614=-10
Concentrated Loads(Io)
Van:14=63(3)12-=67(B)15>16(8)16-46(8)17 I (B)18=48(8)1957(8)20�(B)21- 6(B)22=65(B)
14)Dead+0.75 Roof Live(bel.)+0.75(0.6 MFRS Wind loan.Intl Right):Lumber Increase=180,Plate Increus1.60
Unlf.im Dads(pip
Ven:1a-269,8-14-10
Concentrated Loads Ob)
Vert:1413(B)12 7(8)15=46(8)16=46(B)17=46(B)16-46(B)19=67(B)20=46(13)21=66(B122E5(B)
15)Dead+0,75 Root Live(bol.)+0.75(0.6 MFRS Wind(Neg.lint)let Parallel):Umber Increaea=LM,Plate Increase--1.60
Uniform Loans(pip
Von:1-7=-206,614=-10
Concentraan Wada go)
Van:14=63(3)12=67(8)15=46(B)16-16(8)17�6(B)18=4(10)19=6](0)20=46(B)21=46(13)22=65(13)
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LORD CRSB(S) Standard
16) Conal+0.78 Root Uve(bel.).0.)5(0.6 MFRS Wind(Neg.Intl 2nd Paralli Lumber Increesa=1.8O Plate Inaeese=1.60
Uniform Loads(of)
Von:1-7=-204.
Wraentrated Loads gb1
Ven:14_-63(B112=S](B)15�(B)16yitlgg 17=118=48(B)1g�7(B)20-,$6(B)21 46(B)2255(8)
17)Reve..1:Deed.0.6 MFRS Wind(Pas.Internal)Lep:Lumber Increasa=Leo,Prete Iwrease=1.60
Uniform Loads(pff)
Vena-5=-88.5-7=-111,8-14-6
Cmwentrated Loam(Ib)
Ven:14-25D(BI 12=247(6)15=143(B)18-143(B)17=143(B)1B=-143(8)19120111 43(ig 21-143(8)22-249(B)
18)Reversal:Load+0.6 MFRS Wind(Poe.Internal)Ri Lumber Increase=1.60,Rale mcreasei
Union Loads(pit)
Ven:1-3=111,3-7-98,8-1411-8
Concentrated Loam In)
Ven:14-250(B)42=-247(B)15116-143(B)17=-143(B)18=-143(13)19=247(8)20-143(()21=-143(8)22=-249(B)
19)Reverend:Dead+0.6 MFRS Wind(Neg.Internall Lep:Lumber Increeee=l.6q Plate Increase=1.60
Unilorm Loam(pi
Ven:1-7-145,&14=-10
Calcenbaled Loam(Ib)
Ven:14-247(8)12=-243gg 151:118=139(B)17=-139(B)18=-139(B)19-243(8)20-13918121-139(8)22-246gn
W)Reversal:Dead+0.6 MW FRS Wind(Nag.Interned)Right:Lumber Increase=1.60,Plate Imirease=1.60
Urblortn Loam(pit)
Ven:1-7-145,&14=-10
Concentrated Loam(Ib)
Ver,14-247(B)12=-243(8)15116-139(9)17-139(8)18=-139119=243(8)20-139(0)21-139(8)22=-246gg
21)Reversed:Deed.0.6 MFRS Wind(Pas.Internal)1st Paralld:Lumber Increase=1.80,Plate h ou dai
Unitomn Leen(pit)
Ven:1-711,105,&14_-.6
Conoenlrated Loam(db)
Ven:14-250(8)12-247(8115=143(B)16=943(B)17-143(8)18d 43(B)19=-247(B)2O=443(8)21-143(8)22-249(0)
22)Reversal:Dead+0.6 MFRS Wed(Pas.Intema11turn Parallel:Lumber Increase=1.6O Plate Increase=1.60
Urgent Learn(pig
Veto 1-7-115,8-14-6
Concentrated Loam(Ib)
Ven:14-250(8)12=247(8115-143(8)16=-143(B)17-14318)18-143(8)19=-247(8120=-i43(B)21-143(8)22-249(B)
23)Reversal:Dead+06 MFRS What(Nei Inherent 1st Parallel:Lumber Wrease=l.W,Plate Inchate ei
Uniform Loads(pill
Ven:1-0=-145.&14=-10
Concernment Loads(to)
Ver,14-247(8)12-243(8)15=139(8)16=-139(8)17=i18-139(0)t9=-243(8)2 I39(8)21=139(8)22-246(8)
24)Reversal:Deed+0.6 MFRS Wind(Neg.Internet)2nd Parallel:Lumber Imreasa=1.8O Plate Increaturi
Uniform Loam(pit)
Ven:1-7=-145,&14=-10
Concentrated Loam(lb)
Ven,14=-247gg 12-243(8)15-139(8116-1 W(B)17-139(B)18-13918)19-243(B)20=-139(8)21=-139(8)22-246(8)
25)Reveual:Dead+075 Real Live(bel.)+0.75(0 8 MFRS Wind(Neg.mg Left):Lumber Increase=1.8O Plate Inchadar .B0
UnBolr Loam(pit)
Ven:1-7=-204,&14=-10
Concentrated Loam(Ib)
Ven:14=455(B)12-451(8)15-264(8)16-264(8117=-284(B)18=-2848)19-451(8)20-264(8121=-264gg
22=154(6)
26)Reversal:Dead+0,75 Roof Uve(bi+0.75(0.6 MWFRS Wind(Neg.Intl Right):Lumber Increasei Plate Increase=1.fi0
Unit..Loam(Pd)
Ven:1-7=-204,0-14=-10
Concentrated Loam gat
Van:14=-455(8)12=i51IS)151:116-28410117=-264(B)Ia-264(B)I9-451(8)20-284(8121-284(B)
22-454(8)
27)Reversal:Read+0.75 Roof Live gaol.)+0]5(0.6 MFRS Wind(Neg.Intl 1M Forelleg:Lumber Inchowe=l W,Plate
I.reeee=1.60
Uniform Loam(pit)
Ven:1-7=-204.&14-t0
C aartratel Loam(to)
Vol:14-J (8)12-151(B)15=-284(D)18=-284(B)1711,26RB)18-264(8)18=J51(B)20=-2648)21-284(()
22=454gg
26)Reversal:Dead+0.75 Root Live(bri+0J5(0.6 MFRS Wind(Nag.Intl 2nd Pahai Lumber moreaee=L8O Plate
In...an 160
Unit..Loads(pig
Von:1-711,2K&14=40
Concentrated Load.(Ib)
Vert:14=9s5(B)12111(B)15=-264(B)16=-264(B)17=-28418)18-284(8119-451(B)20=-264(8)21=-2648)
22=-054(8)
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'Job Reference bcno
BuiMilN Component Supply, Jazksam911e,Fl 32258 B.UtO S Apr2U 2 rin,z O Tig5M mUbg AIy 1915 BNL 2018 Pepsi
ID:Go0gry9a4e01E0Y6%'feldYytrpy-z_OwOTIpSocmUb3Xe0pYryXnHNBBBLyemZDymFiN
S48 344
S68 31<
Sul.:tW-V
24 II 3A=
2 3
Li
4
9e1 II IM0= 2,4 1''.
S48 &512
Sit 51
PISte Obaoe(XY)-- Ita2-0O1A)
LOADING(psl) SPACING- 241O C&. DEFL In (loo) Vdafl W PLATES ORM
TGU- 90.0 PNte Grip DOL f.W TC O.n Ved(LL) 0.00 5 — 380 MT20 24TH 90
TCOL 10.0 Limber DOL 1A0 BC 0.0] Viwi -0.02 5S >999 210
BOLL 0.0 Also St.Ina YES v 0.12 Hort(R) 0.00 4 Na ria
BCDIL 5.0 Code FBG2014RPI2007 Metrix-MS Weight:9010 FT=20°6
LUMBER- BRACING-
TOPCHORD 2x4 SP No.2 TOPCHORD Stlumus mad sheali dlrecily applied!or 8512 oc puliw,
BOT CHORD 2x4 SP No.2 except and veNcels.
WEBS 2x4SPNo.3 BOT CHORD Rod calling directly applied u 1M4)M bracing.
REACTIONS. psalm) f�233Po38,418M1achaniwl,5yi02NSe
Max Uplift _4l(LC 31
Mw Gres 8139(103),4=125(LC 4),5=6011)
FORCES. (Ib)-Max ColnpA4ax.Ter.-All fonds 25)(to)or Use except Men snow.
WEBS 2-5—UW
NOTE&
1)Unbelenud does It.loads have been corodered for Mia design.
2)Refer to girders)for Mae to truss ccmrecbmi
3)Pravitle mecnanlcel oormecbon(by others)W Mae to beer,plate capaNe at WiMeRlMing 41 to uplift at)do 4.
4)Recommend!2x6 abongbacks,on edge,spazed o I(Y" oc and fastened t0 each true vtlM 3 10d(0.131'X 3')role.
Strongbacks to be abeched to Wells at Thor Daher ends or restrained by other means.
AWgMI W Wp pram EPa a ea0 F as Nk OTJm.t.aYFW .
1 Y
all 1 a I .l MMWtl Wap—ino MmI
np 1 Iva 11 1rss, s N •k l-... I 1w:olWale Xa[d�alnblM oeatll
N (IMlml dl t n U M , - ek
113 Ithl �� - -I +o1 why Wren. rot cer�tl elWawe�eat¢Y4x'e
o�aee wrerv.�«am�ro nweao ra m4r
yleexmeMW/IPr au.IN Co.wad9aq awl YYMet.n,p. .n1 1Y04FL.1.
]e1My Inlae,aXm wtlkde.cn,3ut FWIe N.3Nte,I19 N.lee..f, l4,Nem✓Ma.VRY1]IAT
. nrq,FL 1A61a
Job Tlsn Tms Type OIY �' TB315100
10622T0 FT02 FLOOR F 1
Job Role...IOP4onM)
Buildilg Canpol0i2 SUPPI Jecl6 .11..H 32256 - 8.010 a Apr 202018 MITaklnduehls,im. Fri Aug iv lo:i v=an Ir PegeI
ID:Go0q,Ae4a01EOYS('f91"ytm -OWTlgU Ub9XBGgYMURIIC6bLyemZWMF4N
4-]e 800
-08 348
,w g PiM=1:20.4
2 3
,Rta- 3N-
a
a4 II d =
Nd S19 B40
N-0 09L 2-008
LOADING(psR SPACING 2-00 CSI. DEFL. In 0.) fee" w PLATES GRIP
TOLL d0.0 Plam Gtlp DOL 1.00 TO 0.49 Ver1(IL) -0.00 5 a999 380 MT20 244190
TCDL 10.0 Lumber DOL 1.00 BO ao) ZITO -0.02 8-) 999 240
BOLL 0.0 Rep Suss Imr YES WE; a00 W.(TL) -0.00 4 we Na
BCDL 5.0 Code FBC2014RPI200) Matnx MS Weight lb 17=20%
LUMBER- BRACING
TOP CHORD 2x4 SP No.2 TOPCHORD StmMmll wnotl sheaINN dlredly applied or6O0 oc purls,
BOT CHORD 2m SP No.2'Exmpt' except and verticals.
2-62x4 SP No.3 BOT CHORD Rrgld milling directly applied or 8-00m bracing.
WEBS 2x4 SP No 3
REACTIONS. (INsl.) 7=1941030,5626D .4=123rMecharnral
Max Grav)-205(LC 3).5=528(LC 1),4=160(LG 4)
FORCES (Ib)-Mex.CanpJMax.Ten.-All to.250(lb)orlessexceptwTen sbown.
BOT CHORD 2-5_487M
NOTES
1)Unbalanced gcor Ilve loads lave been considered for Me design.
2)Refer to girtler(s)for Muss to from connections.
3)Rsommerof 2x8 slruo,,Mcks,on edge,spaced at 10-00 oc Steil fastened b each truss With -I W(0.131'X3')tails.
Slrongbacks to be allaciled to walls at their outer ends or resimined by olner means.
Q MYNN-Y�IIT NYpnprnnelerevW aFJO HOTE9 gIi1Pe PNOWLLUOEO tlTETPEFEMNCE FA 0E 4R1,.-1 A16 BEWPEVBE
pmkT1�WN{xuceoNyr.1P MlekAcmreclon Rhd4T hlxatl WV upm npm�elnrs.Pvun.wJls loi mlMM1ldgl tll[Mp canCuienl.rof
416aYLBn�.bbre�.Ilw diMlq ds4}'wmslcenfY ma[pPScaunNddeslgi pxanefenadponcdYbcomaab tlYVQmIYaoIM mad
uwNd.An le«aNx�Iwarol�e6alalmNaxienxsr�n6lmawo<cliordmembacmr.neadle laal>olw a'Noea��ama�re
hah/uR laµhedb141QNNarObpeueMCMtxA9 Wkip�de PavMk9ry0MpepelNdonrea. WP rxPba�lWvd'Yl xb
4t lWn,fld�.d&Nay.ofeCYM0Edm4go1416»Tdln®Mleni6re4YpVIR1SfY Mwp.09ldY WleeY BITPCaTPMMII BBO4PoM Fwq Bxd.
3f MY IIWTWon T'U.'tle M1un In6fMe EUA41N.21a N.leanNat 91b J12.NaaxlMl VA'Y1d14. Tnrye.FL'13n10
Job Trues T-a Type OIY My
1D316110
1052270 FT03 FIOOR I i '
JobReferenceMice(options)Must
BUINIng Component Supply. Jazkmrnille,FI32258 Sol 0e Apr 202018MITeUwROnea.I iEg Aug I51ftf.512UK61MF
ID:GOOgryeNedE0Y3X'IB1dVytrpV-RAVBBMI1wROmWOx3niEByDIOB6BeBelggacuKetymF4M
So 228
_ -
S32 2 P6
3W= 24 II Sula.l3Pd
3x4— 2 8
a
4
zw= eH=
T
h4 11 3N=
Sia 511-10 848
sea I Pea I z41s
LORDING(In SPACBNi 2-0 M. DER. In 0.) VOM W PIATES GRIP
TCLL 40.0 Pleb Gap DOL 1.00 TO 0.65 Ved(LL) -0.02 6 >999 Side MT20 24019D
TCDL t0.0 Lumber DOL 1 W BC 4170 Ved(TL) -0.D4 76 >999 240
BOLL 0.0 Rep States late YES WB 0.03 HarDTL) 0.03 4 Na we
BCDL SO Code FBC2014 PI2007 MCNx-MB Weight t5 17=20%
LUMBER- BRACING
TOP CHORD 2m SP No.2 TOPCHORD Stnw1urel woad MeatNng directly Addled or(3 -0oc punt
BOT CHORD 2x4 SP No.2'Except' est.0 and veM.1,
2 T 2x4 SP No.3 BOT CHORD Rigld celling directly applied or lM-0 Oc bracing ExcW:
WEBS 2x4 SP No.3 60-0oc bowing S].
REACTIONS. (INalm) 8=2570 S,1=131%actauicak5=1& 7-12
Mex Uplift L TI(LC 3)
Max 0.8 67(LC 1),4A9(LC 4),5=583(LC 1)
FORCES. (Ib)-Max.CompJMax.Ten.-All to.250(lb)Orbss except Mien sMxn.
BOT CHORD 26=4530
NOTES
1)Urbalenced floor live leads have been considered for iMa design.
2)Rotor to girders)for truss to Ones connections.
3)Pmlde mechanical connection(by OMM)of Ilam to beanng plate capable of wlXlsbndlrp 7710 uplift at four 4.
4)Recommend 2*strongbacks,on edge,spaced at 1000 oc and tastened to each nUss Win 3-100(0.131'X3')ralls.
Slrongbacks to W attached to wafts at first differ was or restrainatl by other meals.
%-. rytlWynpxvT and ONi aNY —1IMIENaEFEFPNLEP O9YN6BEFONE USEp%^ _ ntlasrynkt D eLUOaa P'sPC RsYaat w P F Ifldltlast xlWq tleso Nall xAIA,11N olb'9.nn Rum ,u - qµ yin "'.Xq MY�FOIM.—ciliMiTek
ne aWlRla Ywn ane NaN YUXIiD.11B N lee 5aea1.5u11e 4111.NevmOh VRY[]I<, anprvaFL 3Yla
Job TruesTmu Typo Ory Ply
&115111
10512TO FTM FLOOR 1 1 I
Job2016 Ila(opdorell
BuiNlnp ComponentSuppN• Jackaonvipe,F132258 8.0106AM 202016MMU IFAlMWD Inc. FriA 73Bg5:19:5 K6 Paget
"F41
10:Go0gryeMeME0YSX191tlVyopy.RAyB9MUWROmW DW3niE9VDl0]38g0enn9eaK81ymF4M
4A9
12120
&tU 668
LI0 2-2-2 4514
ai4u 4x10= x1411 scale-120.4
3 4 12 5
Li
li
w= aN=
4x10 8
1n= 9
ars
zw 11 34=
448 eb10 ]d2 Me
NA 222 009 696
PI 011aed(%Yl- 12:0-S4 0-181
LOADING IpeR SPACIN13- 27 CSI. OEFL In 0.) VOen LM PLATES GRIP
TCLL 40.0 Plate Gdp DOL 1.00 TC 0.]3 Varga) -om 10 >m 360 WA) 2"19D
10.0 Lumber DOL 100 BC 0.58 Ved(TL) 0.0310-11 >999 240
BCLL 0.0 Rep Spends lna YES WB 0.23 HNZ(TL) -0.01 ] No Na
BCDL 5.0 Coda FBCM0 P12007 Meblx-MS Weight:491b FT=20%
LUMBER- BRACING
TOPCHORD 2x1 SP No.2 TOPCHORD Sblxtural Wood!sheathing directly applied or 538m punas,
BOTCHORD 2"SP No.2'Except' except and,verboNa.
4-9:2x4 SP No3 BOTCHORD Rigid calling directly applied or 10-06 oc b1aGlp.
WEBS 2x4 SP WS
REACTIONS. (INdis) 11=348'0-3-8,�-14YM¢cM1anlwl,]�S1N-]12
Max Uolfl 6=1e5(LC 3)
FORCER. (Ibj-Mex.CompJMa%Ten.-All tomes 250(Ib)or less eueM Wfien shpWn.
TOPCHORD 1-11=-32310,1-2=-474N
BOTCHORD 9-10=0'455
WEBS 1-10=0'484,2-9=499/0
NPres
1)Unbalanced fetor 11V loans neve been considered for the design.
2)ROW to glNerls)for area to Huse corrections.
3)Provltle mechanical cwmeclion(by othem)of own to bearing Mate capabe of Withstanding 185 to might Njoint 6,
4)Recommend 2x8 slrengbacxs,on edge,spaced at 160-0 oc and fastened to each trues erth 3-1 W(0.131'X 3')nails.
Stlongbatles to be apached to ealls at their outer an&or unstained by other means.
Y WdaNW6-Vxlry OxlenpmxnxmvW aE]O NOiEa PV iX6INO tlIELYOEO MIIEN aEFE94NLEVjr d IIR)O9rw.I .tllbaEWPEYSE
IXiNan vNl�loi uaratlY Wm Mllekil mnmde¢IMtle9(P elxrad only�pwnl�annlxeNwwn.aMls lmmlrvlWuol batlllq�nµwanLrol
Ilimsyslem.6eMe un.IM IwM[Wp W51yw mmlwely nwutY+IkMINoId.1 no,or'—o pupellvincviryvmM IKCeY�Nto IMoverNl
d9elFq tlNLyl. aaclglrvYalclkWpevenlld LYq of MFklud inmwebad(wcluxtlmxm�i WV.OtltlMxM lemlwaVwJcelmaWnl lx¢Ilg M e
I[gwrzp�egxetl def
-,abto ao'remcWq'e MnIwNLeI <m3 t9dV adwWx+14 aano3e. 1«pwnra q.Wmce IepuOlq nn
kdtulbi,il«oho,delNsy,xleclkn wJ dachg olMmssa�tl ln1.1fsse izrdno0.2 yf,1, G9e69 cant CSI YAT9r:wnWIN.1 aGW Pent EMN.d.
Fdtly IlEamaXm awltlfe M1«n 9�m IMR FLAME 41e N.lee AI�1.9I1e JI2.Nevanah VrM1R4>I4. Tenpe,FL 3%19
Job Thee Truce Type My PN
T9315112
10522TO FT05 FLOOD 1 1
Building C811po1wM Suppty, JecksolMlle,FI32256 B.OlD_. MEoy A lay1 y-wW MIUZ iuMr"_ri CMuiGb4gJO722016 Pnh
ID.GWgry9s4e01E0YSXtP1dYy9py-wNW%MIUZCiuMrM_OyCMUIG09gJ09_oOdlellymF4L
4%8
aaa
a ea ae-0
U4= 6cale-IVA
3 4
1 3ai-
IN
a1d
l
6
2N II 3a5= 314=
4A 846
4 Y-3 3E-0
PI OB MCCYF- f2'0-5-001-e1
LOADING(,so SPACING- 21 O C61. DEFL In U.) lolled w PLAiE3 GRIP
LL 4
TOLL Plate amp DOL 1.00 TC 0.96 Ved(LL) -0.w 6 >999 36o MT20 2WHID
TCDL 10.0 Wanber DOL 1.W BC 0.29 VenCrL) -0.06 6-9 >999 240
SCLL OD Pep Shmslrwr YES WB 0.42 HOQUL) 0.01 5 We We
SCDL 5.0 Code FBC2014 PIM7 WmA.MS Weight 49O FT=20X
LUMBER- BRACING
TOP CHORD 2x4 SP No.2 TOPCHORD Stn ml wood sheathing directly applled or 38-2 do Writs,
BOTCHORD 2x4 SP No.2 e%cepl end verticals.
WEBS 2X4 SP No.3 BOTCHORD Digld ceiling directly a pled or 1000 m bmcing.
REACTIONS. (IIYNTe) 9=426 3-6,5=12&Mecllanicel
FORCES. (Ib)-Me% p.Mtm.Ten.-Allot 2W(lb)orlmaes Wlenelwwn.
TOP CHORD 1 7=- ,1.2=-853/0
BOTCHORD 5 05
WEBS 16-04392,2-5=836N
NOTES
1)RBIe".9irder(51for buss to three Wnneollon3.
2)RecmlmeW 21N sltongWa ,m edge,spaced et 108-0 a and Imttt to each tram wtlh 3-lW(0.131'X 31 naue.
Stmngbecks m be adachetl to walls at Osir outer ends or restrained by other means.
Q WIMIIp-yelNese,,s�eM.peores IXInBANDYILLUOEe MIEX eEfFYNCF PIOEN6)4Am."s eEfOPf VSE
pY1r wM]MImdYYwrm MlleY®cmrecla5.RhtlakX�6�tldYYryd�f+a4me1em4rown.orW klu ar MYMM MtlYpcwnpurent ml
Iluryalem.Bslde v¢,me WOYq mY,TwmW va'llyll'e ggk:[dlholdW'i�Wm�elxiuA{vd�e�IY��xx{w�ale Ilwd�e Mo IMovmre
Wd�ptleW�.as JgtvtaletlkPogWBnibe11FpIXMNMat Tmwebmtl/a toed mem�ndYy. tlM1nW lemgxarymtl pennaMnldsFg
k WmhmpMeO M ekMllYaM IO Revantcd[pa wIMPoNxe Celydd LrFxYatlggalYdan�e. Fd gere�M PrM�lceledatlM IM
/tdcgbr.rldge.deMdy.aeclbnUG b0.1'ge llnveauld Mn MialnY.tiMNWINIQMN CaIaIN.m6d9 vq BCR NPApConpw�ani 9aWPW ESI BMO.
YMY IMpmpXpn avtllMe kqn InENule InsIIM.RIB N.1e6 ePeel.9ile 512 Nmm9b VARR.i1G. Turye.FL 3510
Jae TmMTruu Type Glv Ply
9316113
1061 FTm FLOOR 1 1
JoeR i6MIoe I novel
Buildlg GomponeN Supply, Jwkwmllle,Fl32256 B.OIOCApr202m6MITek(MIU LIMMs Fn CMdcLr5:19:522p16Pege1
ID:GOOyryps9aolE0YSX1p1EYyepyxMWXMIUZGiuMNe_GyCklaLnb5W 1_oOEbUymF4L
]
S. -5J
Sed 348-0
x411 384= 3cele�l MA
3 4
1 �
410
6 5
34&15 ]5J
3815 348E
PI Og d( Yh 11'0. - -57,12'&510-1-51.16'0. - 2 Q1A1
LORDING(psq SPACING 2-00 CSI. DEFL In gor) road w PLATES GRIP
TCLL 40.0 PMN Grp DOL 1.00 TO 0.51 wngL ) -DOS 6 s9BB 360 MT20 241/190
TCDL 10.0 Lumber DOL 1.m BC 0.25 Ven(R) -0.04 6 0998 240
BCLL 0.0 Rep Sprees her YES WB DM HO UL) 0.00 5 We We 'I
BGDL 5.0 Gore FBC2011 PI2007 Wdnx-MS Weight:47 In 7=20%
LUMBER- BRACING
TOPCHORD 2x4SPNo.2 TOPCHORD SWduralxooralleMNngdre*applleror5 -14mpu0lm,
BOTCHORO 2x4SP NO2
except end verticals.
WEBS 2x4 SP No.3 BOTCHORD Rigid ceiling directly appller or l OBooc bracing.
REACTIONS. Obsil]e) 7=393141-0,5=383RAacbanical
FORCES. gb)-MeX Comp,Max.Tel-All foncas 250(1b)or less except wren shown.
TOP CHORD 1-1-3eSq,1-2=135N
BOTCHORD ",06SO
WEBS 1-6--0/]51.2-5=-]1M
NOTES
1)Ralertogir gs)forlmsslotlusscom ons.
21 Recommend 21N atrongbacks,on edge,specsr al 1000 oc aM fastened to eac011uss wiM e-10U(0.131'XT)rolls.
StmngbaMtoWedecbadtowallsal Meiroulere orrmlra byoMermeens.
w4NO1eVxNJ Ouyn/rmWkuMaFAp NJIFe ONTM51Na NCLYOEOYrfNNE£FNRNCEY4aa NP]IAm.lO0YNI88WNE U5E
Ce9pn rdblw ve«tlVM'Im MIIekW c«vgcl«i In4GeYgn k Wretl«YY ulmpxurelers Npvm aW hlw m MW M Wtlegegnpwpnt rot
u�MSMlsm.asp«9�[e IM GIIMptla4TM must NryR¢tgACWINoItleYanlvaneleaad gop«ly M:apMOle mk Oefun Yaoll'd ovrdl
dwa�q�. awree.rrneeelor.«�w,ll,uclaYwalml�id m,.a�o«nf« mra m«mm.wY.]wee«a wmwpvmaP«ma�1r. FL.1
�M�ek
rnp. '
kdwuR legeal ld skNma'Aron=nvenlcal<Pss Wmnw�le Csrs«vJ YJw aMPWsrtY 4miu�. fw fwd plMlce lepaWgMe wF. ektl
mbrnw.a«oaa.aakwv.«a�n«,«a axHg olnu�sad Mmry4lems rceNNN/IRI OwMy cwwapselva.la ecN wxalgco.Poo.m . .a aacp
8ykly ManwXm avydNe Ywn Ins Rub latlMe.21e H lee Shee1.5WRJ1T.Ile�m'M VR'tl'310.
Jab Tines Tom TYpe ==.P"Y T0315114�-,
0 2T0 RO Rod Special Girder2 op Pwfaleto ( M 1
Butldm9ComponeMSuppN• JacksOmllle,FI 32255 Apr O1 MTek Mush FAug 510 20 Pge
ID:Gc0gryWeoXEGTS%1910YYVpy-0Z4wa2VBIDODTEDAgI)xIATRNTUF2VF71wNMwymF4k
e.o s1.o
-0.60 1"7'13 .014.0
ld-0 1].13 1-93
svl.-e.Md
025 12
]x1o% x411 x411
9.O0 1R 3Psbl 6411 5 6
M
2
(� 1
10 9 Ow it ]
w=
w II
w=
17360 4A0 &PO
1-0-13 td3 1-9L Y40
%ate OXseN Y - 3;65-00-2-0
LOADING(pal) SPACING 2-0-0 CSL DEFL to (loo) VINO Ud PLATES GRIP
TCLL I0.0 Note Grip DOL 1.00 TC 0.8] Veftg L) -0.10 B9 � 240 wth) 2nd/100
TCDL 20.0 Wallace DOL 1.00 BC o.91 Ven(TL) -0.20 69 >W2 100
BOLL 0.0 ' Rep Sire.Nor NO WB 0.30 Rax(TL) 0.02 2 ma Na
BCDL 50 C da FEC2014 PI2007 willow We19M1[481D FT=20%
LUMBER- BRACING
TOPCHORD 2x4 SP atop TOPCHORD Sloodood lwood sheatNng directly applied or 6-0-0oc puNm,
BOTCHORD 2e4SPNo.1 except end vemels.
WEBS 2x4 SP Il BOTCHORD Rigid calling directly applied or 100.0 cc pricing,
REACTIONS. Ifloo,xHea)rz 2= 2M(LO 8) nlW.2=1593/0-58
Mex Uplift]=-102(LC 9),27280(LC 0)
FORCES. (IDI-Max Gomp.Mtax.Ten.-All Iorco8250 gb)or lase excopl when shown.
TOP CHORD 2�2520064,6-]=312/101
BOTCHORD 2-10-1A&2280,P10=]3412330
WEBS 310=156t!07,4A=-109/384,3-9=-201MW
NOTES-
1)
OTES1)2-ply linea to W connected together Wth 10d(0.131'x3')mala M f0110wa;
Tap ohms connected as follows:2x4-1 row a a9-0x.
BOftan chaNs comrectetl o follows:2xA-1 mw A 69-0 oc.
Webs connected as follows:2x4-1 hea A 0-40 oC
2)All bads are cr nardered equaly applied to Al pllaa,lamps If nand as front(F)or back(B)face In the LOAD CASES)sectlm.%y to
My wracc iana have been proyldeJ to dialrlbule only loads rated!as(F)or IN,Unless olhervese Indicated.
3)WM1M:ASCE 7-10;Vult=130mph ISsecondgust)theal o1 mph;TCDI.-5.opaf;BCD1-3.OpA;h=25X;871511;1-24X;aevea�`IX;Cal.
II;Exp 8;End.,GCPI-0.18;MFRS(d0ectlonaq and C-C Exlador(2)-1d-0 W 1-7-13,Ntenor(1)1-7-1310 5-lid zaw;0-C lo]
member and forces S,MFRS for reactions shown;LI411Der DO1-1.60 plate gdp DOL--1.W
4)Provide adequate dranage to prevent weer p0m:11%
5)TMs arms hes Dern designed for a 10.0 Pat MXoal choN live load m.mrcunent Win anyother live lmtle.
6)'IDIS tinea has been designed for a live load Of 20.Opsf On the bottom chord In all areas where a rectangle 3-6-0 of by 2 0-0Wde
will fit between th0 botim drool and any other member.
7)Refer to glydens)for tinea to tines connechore.
5)Provide mechanical connecllon(by 011ier)of Muss to mobN plate cepable of ei hatanaing 1021b Uplift at joint 7 and 28O to uplift at
Joint 2.
9)Hangmgn or other connection detice(s)Mal be provided suXldent to support concentrated load(s)1275 to cower and 424 to Up at
1-1-12 an top cooed. The Oeslgnme ectlon Of such on;fmodOn deNCe(s)ta the responalblllly of Othem.
LOAD CASE(S) Standard
1)Dead.Rod Uve(baenced):Wmber Increase-1 00,Plate Inpmeee=1.00
Unfonn Loacre(pit)
Vett:1-3-120,3-6=120,7-11=10
Concentrated Loads pb)
Ven:14--1275
Q w,aµrya.ywlA•ayynpwml.twl4 pEee XOTE3W1r69INn MCLYWO"a"YeedemearCEPAGEMF]IAm.l0aYN115li1011EaeE
use ONYWOIoUA. nreclae.trhd h0kidaeYUPoa cor- lenNUYm.1ol0ImA]M1Y4nldWlp canWre01.roi
UFAgn.Id
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AOre
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6 cAvga legaeOkn std cord lO c,---
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Job T. Truss,Type oy Ry 19315115
10 TO FTOS ROOFSPECML 6 1 lob Reference(optional)
Sold"CcrrpgwM-appy. Jackscnwlls,R 3MM OAP20 GMT kIM A",19 BS 16 Peg
ID:Go0gy9s4eOlEOYSX]81 dyyV".OZ4wa2VBZOODTEDAggAATU14HJ2Ye71 wNRAwymF4K
-100 1-00 1-0-13 610
1d0 14-0 g]-13 453
.1-1:ldl
D.as 12
as 11
701 12 4sail 11 y
3.W PT
3
I
2
1
0 ]s,4 11 6
s,4 II
34=
1-00 1113 61A
109 0.]-13 6S3
Plate DgseN Y :0400011
LOADING(Pd) SPACING 200 L81. DER. In 0.) 9GeB IN PLATES GRIP
TCU- 40.0 Plate G11 DOL 1.00 TC 0.66 Vesta) -0.14 ]8 >522 2d0 MT20 241/190
TCDL 20.0 Lumber DOL 1.00 BC 0.65 Verk7L) -0.27 78 >264 160
BCLL 0.0Rep Sinew liner YES WB 0.06 HordTL) O63 2 We Na Weight:2216 17=0%BCDL 50 Code FBC201GTPF20o] Knod-MS
LUMBER- BRACING
TOP CHORD 2x4 SP N0.2 TOPCHORD Slluctural wood shall lig directly applied or 600 co pudina,
BOT CHORD 20 SP No.2 except soot versions.
WEBS 2"SP 1403 BOTCHORD Rigid calling dlredly appll6d or 1000 oc bledng.
REACTIONS. (fblaize) 8=38flIMechmlim1,2364N-58
Mat Hoe 2=W(LC 8)
Mat Uohn 6=83(LC 9),2 111(LC 8)
FORCES. (Ib)-Naw.Cmnp/May.Tan.-All toads 2W get or lesa steals whan shown.
WEBS 38=350143
NOTES-
1)Wind:
OTES-
1)Wind:ASCE 7-10;VUR=13Lyaph(3sxnld gust)Vasd=101mph;TCOL-5 red;BCDU3Gsa;8250;B7 ft;L=2416 sa1e=10;Cat.
III EV B;End.,GCp",16;MFRS(dlrecticaal)and C C Eldenor(2)-1d-0to 1-0-0,loband (ij I0 to 5-114 zone;C-O for
members and bmaa 8 MFRS for reactions shown:Lumber DOL=1.60 plate gnp OOIr160
2)Piovide downst to drainage b prevent water pending.
3)TNs trues has been designed for a 10.0 per bottom chord Ilse load non Ohsdhaht with any other live loads.
4)'This truss has been resigned lora Ilve load o120.Opst on the a dom chord In all areas where a rodmille 36-0tdI by 2-0-0 vide
x111 of bdeown the boom chord and any other members.
5)ROW to gi def(s)for We5 to than,connections.
6)PavMe mechanical connection(by Whom)of trues to bearing plate cepable of wigretarlding 63 to uplllt at joint 5 and 111 Ib LOIR at
iolnt2.
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JobTmM Tmes TYPe DN Fly 78315116
TO HYJ4 Daughter!Hip Girder 1 t Jb i ( r)
Building Conponem Su1--MllFl32256 0 Ap p MT k F B 5 5920 Pep
ID:Do0gry8a4e01E0YS%1910YyVpysB6C
lalnOWpIWNOMONECqOgOC*BOInIn05GGe6_iMymF9J
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610 5]-2
rule=tt4a
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tz tz 9
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e
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n n 4
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NAILED NAILED
�N=
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s]z
LOADING 0.0 SPACING 2U�0 CBI. GEFL In (lac) Bda6 Ud PLATES GRIP
TCL_ 20.0 Plane anp DOE
1.25 TC 0.30 Ven(LL) -0.04 0.7 >aG9 240 MT20 24M190
TCDL 10.0 Lister DOL 125 BC 0.25 Vi -0.06 4-7 >988 180
BCL_ 0.0 ' Rep Stressi NO WB 0.00 Horz(TL) 0.01 2 has we Weight 201b FT=20%
BCDL too Cotle FBC2014RP1=7 Meldx-MS
LUMBER- BRACING
TOPCHORD 2x4 SP No.2 TOPCHORD StmUurel wood sheathing GhecOyepgled dr 5-7-2 as PUNrw.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid Hing directly applied or 10i cc Crating.
REACTIONS. (Naim) 3=125,Nlacmnlcal,2112ei ,L53IMeMarical
Mex Hoa 2=54(1_0 20)
Max Uplift 3=-50(LC 4),2-111 LC 4)
Max Ore,1125(_01),2=207(1_01),4=65(LC 3)
FORCES (Ib)-Max.Comp.AAax.Ten.-All forces 250 pb)orless excestyleen shown.
NOTES
1)Wind;ASCE 7-ID;Vdt=130mph(3-sewnd gust)Vasd=101mph;TCD_=5.Ope;BCDLd.Cgsi;h=25X;B�5X;L=241Y,eave-_Cft;Get.
II;Elm B;End,3Cpi=0.10;MFRS(dlrectiorm ;Lumber DOL-1.60 plane gdP DOL=1.60
2)Th18 hu99 M1as been desgned fore 10.0 pal bottom eMrd IiYe load noconcunentielh anyother live loads.
3)'TNs inner las been designed for a Ilve load of 20.0psl on the bottom chord In all areas arare a rectangle 3$O UJI by 2-00 Alda
MII Int beeman the bottom dmrd and any other members.
4)War to glyder(e)for truss to hues con ddiods.
5)Protide medurnmal connection(by others)of time to bourn,plate cspace of efthstanding 501b uplift At joint 3 and 111 Ib uplift a1
joint 2.
6)'NAILED'Incidence}1M(0.1 WAS')or 2-12d(0.140'x3.25')toe-malls.For more details refer to Npi ST TOENAIL Detail,
7)In the LOAD CASE(S)section,loads applied to the face 0 the man are noted as from(F)or back(B).
LOAD CASES) Standard
1)Dead+Rural Uw(balanced);Lumber Increase--1.25,Plate Imead e=l 25
uniform Loads(pit)
Van:1-3=E0.4 5=-20
Concentrated Loads gb)
Van:0=59(F-_3D B=3J)1o=5B(F=30.B=30)11=6(F=3,B—3)
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Job T. Truce Type any RY
TB31511]i
1052210 W13 Diagonal Hip Girder 2 1lJob Raftheroa I 0
Building Goodman,SuppM. Jecksonwlla,Fl32256 0.010c Apr 202016 ITek IMvlm Aug 915 206 Pp i
IDGo0gry9 (;WOYBX?B1OYyiry -KyGgJ%RVdG Ma41RNOYOTol1 OVEs%Fg FM
1-111042-3
1-0010 62-3
ewe-+44.4
4
Ig
424 12 e
NAIL. 3
"LED
2
i If
�mW 5
Spcul
.10 II
08.19 A23
0813 988
Plate Onsets - [2,0-2-81 :1 12
LOADING(ping SPACING 721�� CSI. DEFL In 5010 PdE Did40 PIT GIMP
TCLL foo Plate Grip DOLTC 0.83 Ved(LL) 002 5-10 X999 240 MT20 241190TCDL 10.0 Lumber DOL BC 0.52 Ve0(R) Do,f 5-10 ae99 180BGLL 0.0 ' Rep Stress blcrWB 0.00 HnR(TL) -Dw 4 NeNaBGDL 100 Godo FBC2014 Meidx-MS Weight:241b FT=20%
LUMBER- BRACING
TOPCHORD 2x4 SP Ni TOPCHORD Sbudural mood sheathing directly applied or 4-2-3a purlins.
BOTCHORD 2x4 SP ND2 BOTCHORD Rigid tailing dlredly applied or 1040 cc bradng.
SLIDER Left 2x8 SP No.22-6-0
REACTIONS, gbNd2e) 4=11 R4KOanlcal,2=60M+15,5=-1Mlechanlcal
Max H. 2=71(LC 8)
Max Uplift 4=-SB(LC 1]),2=790(LC 17),5=42(LC 14)
Max Great 4=61(LC 28),2=4]](LC 28),548(10 3)
FORCES. (Ib)-MaxC ,Davax.Ten,-All loses 250(1b)or less soapt Men shown.
TOPCHORD 24=414/1001
NOTES
1)Wind:ASCE]-10;VU1t=Mraph(3-semod gulag Vasd=101mph;T0DL5.Opw;BCD"Dgsg P-2511;B�fI;L--2411;eays4ft;Gat.
11;Eso B;End.,GCpli MFRS(dnadtionag;oannever Ieti eooeed;Porch left and right exposed)Lumber D0L=1 60 plate grip
DOL 1 W
2)The truss has been designed for a 100 psi bottom chord live load nonarcunant Win anyother live loads.
3)-This heap designed truss has hedesigned far a live load of 20.opsl on has bottom Mord in all areas Made a redargle 380 red by 2-0 0 wide
mill fit between toe bottom chord and any other members.
4)Refer to girders)for truss to truss connsdlons.
5)Protide mechadi connection(by others)of truss to beefing plate defense of vAmatarding 5810 uplift at joint 4.7f)0 In uplift at joint
2 and 42 In uplift at Idh 5.
6)'NAILED'indlceles8-104(0.148'x3')or2-12d(0.148141.25')roe-nails.Formomdetailsreserto M1Tek ST-TOENAILDaWl.
7)Har er(s)oroNerfAlxleghend e(s)shellbeprWdeds dwtio%pponcmwenlmtWload(s)2161bdomeaw5111bwat
14&,arch 216 to down and 511 to W at 14.9 an tpnom chord. The daignlsefecilon of such mmedion devfoe(s)is the
rasponslblllly ofDiners.
8)In the LOAD CASE(S)samon,loads applied to the face of the tmsa are ndad as front(F)or beak(B).
LOAD CASE(S) Standard
1)Dead+Roof Uve(balanced):Lumber Increase=125,Flats lormasa=1.25
Uniform Loads(pit)
Vert 14-60,5-620
Concentrated Loads(10)
Vei 9=104(F=52,B32)ID=NO F=195,8=185)
Al-mi-VMry-i PN i".Bu4 REIO ei ne ia5 FHO VeCLUOEO MRER aEfEe1HE PAGE W 74Am.reeYAla IIFONE YBE.
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5dw y �M®a tWLNNnIeOkpevenl.IV WInrW�4leL ivxul FF=y�rmlpWAM dannY.'vvfoi1etdm.tire9oroouq ILVIXxq
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mM .
ldNylMpnreXm wdldAa 0�xn aim Rola r511Me.11aN.Lea 51ree1.SBM31R./Jerm9b.VP4319. _ Te�rye.FL 33610
Job True Tmnn Type OIY MY Tedlell8
105 TO HJ21 Deferral Hip Girder 2 1 Il ob Ret 0010--I)
-
Building 00mpolp8UPIUY, Jeckearnllle.P 32256 0 Ag202
M MI Irvludn F Aug 5105520 Pepe
ID:Go0giy%4e01E0YSX]fltlYylnpy-KyCpyxPVtlGe%MZx41RNbYWoapWTLOVEs%FoymF4i
d.10-10
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SWe IMA
3
4.24,iz 1�
z 1
d
' d
1
4
5
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1N
lid
PIde OBseM Y 5:Odd0-1-8
LOADING Ipso SPACING 240 CSL DEFL In (loc)��— XO
PUTFS GRIPTGLL 20.0 INre GOp DOL 1.25 TC 046 Vgt(LL) 0.00 5 MT20 241/190TCDL 10.0 talmberCOU 125 BC 0.08 Ved(TL) 0.00 5BCLL 0.0 ' Rep Stress bxx NO WB aw Horz(TL) -0.00 3 Weight:Blb FT=20%
BOOL 100 Cotl FBC20 MP120o] Mddx-MS
LUMBER- BMGNG
TOPCHORD 2x4 SP No.2 TOPCHORO Strudurel eUP,e nitNng dlredly applied or 1 44 oc panne,
BOT CHORD 2x4 SP No.2 except erldveMcda.
WEBS 2x45P No.3 BOTCHORD Rigid ceiling tiredly appIM or 1040a belong.
REACTIONS. (lbre.) 5=2]3rd-]di,4=1]IMechenlcal,3=39M1echeniral
Mit H.5=43(UC 12)
Merz Uplift 5=-11](1.0 12),4-1](LC 1),3=39(LC 1)
Max G.5=2]3(LC 1),4=141-012),3=25(1.1012)
FORCES. (lb).Max.GompJMax.Ten.-All lomes 250(Ib)or lees except wren shown.
TOP CHORD 2-5=-23Y371
NOTES
1)WIIM:ASCE]-1P Vult=l Wreph(3 .d get)VmE=101 mph;TCD- .Opt,BCD",OW;te2511,B=451t;—24f1;eave=dt Cel.
II;Exp B;End.,G10pi-0.18;MFRS(dlleIXbnal)and C-C Comer(3)zone;end ve0ical left exposed;G-C for m orbem end forces 8
MFRS for madlora sheen;Lumber D0L1.60 plate gip COL=1.80
2)Ther Iain has post ceelfned for a 10.0 psi bottom chord live lard nonwrcuhenl'wiho any Other I'rve loads.
3)'This truss has been designed for a live Toad of 20.0pef on the bottom dlord In all areas where a rectangle 36-0 tell by 2-0-0 Wdx
Wit lit behveen her pull.chord antl any other members.
4)Refer to glrder(s)for there to Imre oonuwidits.
5)Provide Modurnical connector(by others)d Imes to healing plate capable of Wlhslarlding 117 Ib uplift at)Gln15.17Ib Will d hint
4 and 39lb uplift at joint 3
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omw.Mem ranee lay.m9 wlawa�b"e'm�l relWnnryTxlmlYln oldown f.yamelersa,e Plocenv�alvwale neaaean No nw ore�dl
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en,
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Job Truss Tmas Type Dry Ply TWIS119
10522T0 HJ23 Diagonal Hip Girder I 1 R t .o M1
Striding Component Supply. Jecksonvllle.032256 010 QI 20 8 TC3 lamas. F Aug S 5820 Page
ID:Ga0gry19a4eaE mu6 A1dYympY-00m2G3Y3GnPoKNNaOt Ang 1 151W5112016FagI
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1-1D10
SUM=1:134
4
NAKED
4.z4 Iz .ILED
4x5 n
3
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1
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as II
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1]-09
Plate Oftsab - 20-1.80-2-14
LOADINB(peg SPACING 2-0O CSI. DEFL In P. gdafl 1/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Val l(LL) 0.01 P.
>999 240 W20 244/190
TCDL 10.0 LMnbar DOL 1.25 SC 0.23 Vad(TL) 0.02 5-10 >M 180
BCLL 0.0 ' Rep Stress Ina NO WB 0.00 HoFgTL) 0.02 4 Na iva
BCDL 10.0 Code FBCXH1 PI200] Matdx-MS
Weight:18 lb FT=20%
LUMBER- BRACING
TOP CHORD 2x4 SP No.2 TOPCHORD SlmdurM woad shamang directly applied or 3-7-13 oc value
BOT CHORD 21W SP No.2 BOTCHORD Rigid calling dlmdly applied or l 00-000 bredrlp.
SLIDER Left 2x8 SP No.21 EO
REACTIONS. (INalze) 4N1MeMaNcal,2109/0.]-e,5>11Mechanical
Max Herz 2=88(LC 24)
Max Uplift 4—23(LC 5),2=-109(LC 8),5-20(LG 1])
Max Gmv 4=48(LC 28),2=212(LC 28),5=33(LC 31
FORCES. gb)-Mac Con,JdvTen.-A lficumss250georlessexafptvrenshown.
TOPGHORD 24-11=90
NOTES
1)Wind:ASCE]-10;VW1=1311mp11(3secarld gust)Vastl=101mph;TCDL-5,0vi;BCD"Zpal;82511;13=45ft;L- 41`b eeWs VL Cat.
It;Exp B;End.,GOP rD 18;MFRS nouseliomr);Lumber DOL=1.80 plate grip DOL-1.60
2)TNs truss has been designed Iva 10 0 psi boftom dl0rd live load noncawunsal whh anyother live loads.
3)'This truss las been designed for a live lead of 20.0psi on the bottom dem,In all areas where a rectangle 3-64 tall by 2-0.0 Mde
MII It between the boron dmrri and any other membem.
4)Refer to Stollens)tar trlsss to truss connections.
5)Protide mechanical wninadion(by dhvs)d muss to basing plate cspsbie of vidiftslalding 231b uplift at Idnt 4,100 lb uplift at Joint
2 ant 201b uplift at Joint S.
6)'NAILED'indicates 3-10d IDA W,0')or 2-12d(0.148'x3.25)toenars-For more details refer to MTek's ST-TOENAIL Latah.
7)In the LOAD CASE(S)sal loads applied to the fac..f the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Food Uva(balanced):Lumber Increase=1.25,Plate Incroase=4.25
Unitolm Loads(pIQ
V&L 1-4=-60,5-6-20
Collcenhatad Loads(b)
Ved:3=89(F=44,9=44)12=5(F=26,8=26)
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Job Thas T.Type Cry my T9315120
1052270 HJ37 Margaret Hip Girder 1 1
Job Referencep Morel
Broldillg GpmpwMr,m,,ft, Jepksaa.1a,1132256 8.010 sApr202018 MITeklldYWEWlW. VA 1915agi4yYL8Page1
ID:GOOpryBa0e01E9.10`1 1dVy11P/-GKKOPPYIroEWMWYJVmBOeLtvAgJLryVLellrymFdG
n.lo-ta 0.n9 10o-1
1-0610 411 0 411-0
4 Si 1:37.9
NAILED g
4a 12 NAILED
WJLED .y4 11
NAILED 3
NAILED 0
NAILED
JeS i e
2 � a
1
12 13 7 14 6
6 NeI1EDII all S
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NAILED NAKED WdLED
NAILED
Ono Pto-1
4110 411-0
PIN,CUeeN Y 02-00-20
LORDING(psO SPACING 2-00 CSI. DEFL In 0.) 111 LAI PLATES GRIP
TELL 20.D plate
11 DOL 125 TC 0.51 Ved1LL) O06 70 x999 240 MT20 2441W
TCDL 10.0 Lumber DOL 4.25 BC 0.43 VedQL) -0.10 6-7 n999 180
BCLL 0.0 ' Rep Stress Inc, NO W B 0.35 HI -0.00 5 We We
BGOL 100 Cady FBC2014?P12D07 W&I Wright 5B0 FT=20%
LUMBER- BRACING
TOPCHORD 20 SP No.2 TOPCHORD SOudund erood sheathing MreGly applied or 6OO oc pudina
BOT CHORD 2x4 SP No.2 except end vel6cais.
WEBS 2x4 SP N9.3 BOTCHORD Rigid ceiling diotly applied or 640 pc bracing.
REACTIONS. (flVere) 8-i,HMAI7-6,4=146alrommica1,5296IMechenlwl
Mae H.8=184(1_0 8)
Mex Uplift Siii 8),4=74(LC e).5=-235(LC 8)
Merz Gov 8=602(LC 30),4=146(1_0 1),5=352(1_0 28)
FORCES, (lb)-Maz GompMaer.Ten.-All forces259(lb)orless percept arma ShOAM.
TOPCHORD 2-8-497ME3,2-3-41dril
BOTCHORD 6-7-3001
WEBS 2-7-1947407,3{47814(i1
NOTES
1)Wind:ASCE 7-10;VIYa=13 prr(3-secord goat)Vasd=101mph;TCDL=S.OPW;BCDL5.Dpe0 825X;B�Sq L=24f1;eavaNft;Cat.
II;Epp B;EMI.,Gi 16;MW FRS(dlreormaral);end vedcal Trot mposar;Lombe,DOL=1.80 plate gap DOLL.60
2)Tire truss hes been designed for a 10.0 pet bottom chord Ilve load noncencurent Mm airy or Ilve loads.
3)-hits arms hes been designed for a Live load of 20 Opet M to botlom chord In all areas artlere a rectangle 360 tall by 2-00 WI
Mll fit pelween the Wt.choN aid any of members.
4)Refer to girders)for three to More ccmlectlms.
5)Provide mechanical connection(by oUlem)of trues to bearing plate capable of wit etanding 475 to uplift dlohn 8,74 to LVIM M Zana
4 and 235 to uplift at front S.
6)'NAILED'Indicates 3104(0.148'x3"I or 2-12d(0.143.0 251 toe-nalls.For more debdls refer to bili ST-TOENAIL Detrol.
71 In the LOAD CASE(S)nation,loads applied to the lace of Ute them are noted as front(F)or back(B).
LOAD CASES) Standard
1)Dead+Pool Uve(balanced):Lumber Inchumpa .25,Plate mcoasa=1.25
Uniform Loads(plf)
Ved:1-2=00,2-4-60,"-20
Com anloWd Loads(Ib)
Ve11'.9-911 B=49)11--76NF=i 13-3ift 13=1(F=I,B=l)14=43(F=-22,B,
Q WAMIWa Vx!ly aWen pxmmHan uM aEIO NO7Ee phi iM6lNe tll[1.MIIEN AnNomeCE FADE"'i m.lO0YN1151FIOIlE pnE
GNanWEc,,vaa4y wllm MlloMtcd�recbrt.IK tlasX�ety>vitl—, ".lwmi1".1—arxi1, INJ'ljudc dnpttBni.mf
a�man¢eMe�,IM rmi J'Al'mul.1Ilca{pYCWlryof WLDi�romp�er oW purtalY9gor�aaC this ' IMovemY
W�4n]drion,axlglMkaletl a b peveniN MaN/or cMO iner..1...forno,�ayaq IR�nvpni Macl�p
kdecoll dAedlap".1—dr,en" i w11mW44Jepa2ene,aoralo craft, a. ,d9ereradrold. �epaanlre Tape ,RLM 6Mtl.
almarawWB.tltlT'arfrom ahs Humhal�go 218 N mefeun byiNmi.Alam/INI OwN314, pnT29 vgeC9lWJipCmpwNnl Te�ge.FL aMIp
5yely YTanya�avdcLYXdn lnvllobh6XN1&RIa N.lee Aleel,ails nlR.Fb�du1M VARR3I A.
Job Tmu Tmsn Type OH NY T8316121
10622T0 HJ47 Dinernal Hip Girder 1 1
b Reflionse a tronal1
Building Component Supply, Jecknonalls,R 32256 S%?.991 dA F ug 9 5]20 Pg
ID:000gryeW eMEOYYytrpyGKNOPKKO,PYMEWfuWz3Vm80eCPcgf'_JeryYLaJbymFIG
-1-1010
4n.o slat
Llo-1n bno su.D
6 ♦ySaN:1lY=1'
WVIFD IC
NAILED
5
2 12
RULED 64
NULW 4
4
NAILED $ d
WILW
MS i
3
2
16 17 ]
NVLW HALED NNLED 6
ads i WJLW NAILED NUIED y4-
9.10-1
9.513
Pleb Olbeh - 2:03150d-5
will(part SPACING 2-0O CBI. DEFL in (lac) sees w puns GRIP
Tea 20.0 Pleb Gap DOL 1.25 TC 0.55 Verfta) 0.24 7-12 >CW 240 M120 244/190
TCDL 10.0 Winter DOL 1.25 BC 0.]5 Ven(1L) -0.53 7-12 >223 180
BCLL 0.0 ' Rep Stress lms NO WS 0.2] Hor2(1L) 0.02 5 W, We Weight 45b FT=20°6
BCDL 00 Code FBC201MPI200] Manx-MS
LUMBER- BRACING-
TOP CHORD 2x4 SP 1,10.2 TOPCHORD Shue l aoua aheMNng enidllyapplled nr BOO oo pudlne.
BOTCHORD 2x4 SP No.1 BOTCHORD Rlgld ceiling dif applied or 10-0-0..brai
WEBS 2x4 SP 1,10.3
SLIDER Left 2x0 SP W.21-99
REACTION6. (Ibklee) 6=143�Mechenical,62]MMeclanlcal.2=497K-415
Max Al 2=129(LC 8)
Max UPift 5=411(LO 8),5=444(LC 8),2=-251(LO 8)
Max Gla,5=143(LC 1).6=290(LC 3),2=4W(LC 1)
FORCES, (IS)-Aper Com,FAJx.Ten.-All force5250Or)or lava except Man shan.
TOP CHORD 2-0-804/3
BOTCHORD 2-]-23]/455
WEBS 4-7--4941257
NOTES
1)Win&.ASCE 7-10;Vult=l Nnnph(3...no gust)Vaad=101 mph;TCDL-5.0ril BCDL-S.Opst It25ft;B-4511;-=2481 save-411;Cat.
II;Exp B;Encl.,GCpi=0.10;MFRS(dire.tlonal);centgever left axpwed;pont left and dgM or posed;Lumbar DOL=1.60 plate grip
DOL-1.60
2)The trues has been designed for a III,Not bottom chord Ilve bad nomenwrcem vim any star li,e loads.
3)-This par has been designed for alive load of 20.011[VP to bottom In"In all areae atter¢a rectangle 300 tall by 200 tilde
All fit Deloseen the enter clord and anyolher membais.
4)Refer to glydega)for truss to imae conrle ft.m.
5)Provide mechanical comect0n(by others)W tmae to bean,plate capable of amstanding 61 to uplill at joint 5,144 to uphill W John
6 and 251 Ib deal A him 2.
6)'NAILED'indlwtes 3104(0.14FV)or 2-12d(0146'0.25')toe-nails.For more detlls rabrto MiTek's STTOENAIL Dotal
7)In the LOAD CASE(S).01.n,loads appiled to the bce of to Was are noted as Imm(F)or back(B).
LOAD CASE(S) Standard
1)Deed t Rcol❑ve(baloncad)'.Lumber Increase=1.25,Plate Increase-125
Uniform Loads(pit)
Vert,1-5-60,"=-20
Concentrated Loads(Ib)
Veit 12_=N(F=32,B=32)15=48(F_24.B-24)1 B=3)17-38(F=19,8-19)
tl WARNWfiVHly4m'pnpWWrra'antlNE4a H01E5.X IX5<XO INCLWEO MIIFN aAE/I.aNCE PIefIi]4Am.laANtlI6 Xf.Nf VSE
�L6T viae lolube m1Y vxln MIM�cndiecHxs.11Ya,feGn k LxdMaNYuwm lyn«nelers Mown.9.Wkid m MutivJ tulNgcmmp«icnt roi
nnanmlam aei«ai.a.ineaNawawD«a mmi,ann 6,e g4rkodlnnieadgiP«Nmelen«id wwam no«n«Nia nadaylarnnnW n,«al NIITek'
bJaq a¢rolvLaletlklo Fwvanl lvcMa9 nip iuMaW InmwenaNr«cMa membas«Yv.MYJMVJ bnPd«Y a'APelnawitd2xp
eaw�rev+,dvnrulvNiamwa,emwla+nwml»+a odr«InM.rma awailvmnece. r«orale a4rowe le.savrnw wr.n.E.n sea
aaharntftapanasaan Uobo oan m�FM1a .zIxBN.tae Wee1.911e31 z.Ne t.v tUx4oYHatl KA YnEIM.WTW�M1 i.nW.FL aMiD
job T. Rose Type Cly Pry Tousi 2
10522TO EEW Disport Hip Gimer 1 t
Job Re ( II
BuWim Company-EIPPy, Jed¢omllle.F32256 B IEOYpr 1yt" kpolDn 1 F 18?E 131619:5820 ympag1
ID:Ga0gry954e01EDY5%iBldYytrpy-k%IpdIZJnVNfZ450dDI8iEA120y(SaBC4&]ymF4F
-1-1610 400 890-0
1-m1B aao slat
4 sale:1n51'
NAILED
W LED
24 12 12
NAILED
NAILED
fi4=
11
a A
3
WILED
NAILED
10
2
13 14 15 6
NAILED WIUED NALED 1,A 5
� NAILED WILED HALED
9161
wo-t
LOADING(psi) SPACING 2-00 CSI. DEFL In Qac) LMeB Ib PLATES GRIP
TCLL 20.0 Plate Grip DOL 125 TO 0.81 Verl(M) 4127 &9 >431 240 W20 244190
TCOL 10.0 Lornber DOL 1.25 BC 0.89 Verl(Tt) -0.65 69 >181 1B0
BCLL 0.0 ' Rep Steffi bwr NO WE 0.55 Hord(R) 0.01 5 Ne due
BCDL 100 Code FBC2014/TPI20o7 Metrix MS Weight 42It FT=20%
LUMBER- BRACING
TOPCHORD 2x4 SP ND2 TOP CHORD Structural wood sheathing directly applied or 5-10-13do pufns,
BOTCHORD 2x4 SP No,1 BOTCHORD Rigid telling directly applied or 1040 M bratant
WEBS 20 SP No.3
REACTIONS. (Ioopea) 4=181MeG1anice1,2=4551-]d,`=28MMOCM1anlwl
Me%Hou 2=129(LC B)
Max Uplift 4 75(LC 8),2=-140(LC 8)
Max U.4=181 PUG 1),2=655(LC 1),�295(10 3)
FORCES. (lb)-Mol CamplMax.Taft.-All forces 250 Ob)or less except when sM1own.
TOPCHORD 2-3=-099/147
BOTCHORD 2{-20&7]B
WEBS 3�-099214
NOTES-
1)Wind:ASCE 7-10;Vult=130mph IS sp d gust)Vwd=101mph;TCDLdDpef,BCDLdD N;R Sft;B-s5ft;1-24ft;aavexft;Cat.
II;Erm B;End.,GCpi=0.18;MFRS(dirlxAmai);Lumber DOL=1.60 plate gdp D01=1.60
2)This truss nes been da ngr ad fora 10.0 psi honom atom IIre load nmoom neM wim any atfter Ilye loads.
3)-This mess has been designed for a Im load of 20.Opa1 on the bo0om dwrd In all areas where a rectangle 3&0 all by 2-0 ede
rill fit between me[onorn chord and any other members.
4)Rater to girders)lot truss to pupa commOmis.
5)ProNtle mechanical connectlon(by olhom)d truss to bearing plate capable of w imslaMing 75 It uplift at Joint 4 and 14011,uplift at
Joint 2.
6)'NAILED'In onnes,3100(0.148'x3')or 2-12d(0.148X0.25')tae-nalls.For more details rater to MITek's ST-TOENAIL Detail.
7)In int LOAD CASE(S)section,load,Applied to the Lace Of nre truss are noted as Uonl(F)a back(B).
LOAD CASE(S) Standard
1)Dead+Roof Uva(balanced):Darter Incft a,e=1.25,Plate Increase=1.25
Uniform Loads(pit)
Ven:1-4=930,E7_20
Comansi ted Loads(Ib)
Verb 1R58(F=29,1329)12=75(F=37,B=37)13�2(F=31,B=21) 4,B=3)15=- 3(F=31.8=31)
Al PNNO Mly p Wreme1 tES ON UOEe NCE pI0EN14Am 1MYA FOFf USE
fMGp
5bl yu f 4 iatl Ymat n I: mi.aM elamYMukAJ Luldq gnrznimt.ml
anrmtlredNW t krill siv aLYAk GNe p[x Lw rsaxlwOy M'+xpJrale M6deshn Mo ttnaverNl
M(
1.
w(EvdaNm II 'n9 evA[:rn«a w rdx:wlmn YpWMxn Mm'web e.,Jr Iwa memFersorvv. Aaelunyb wrwmar,errri®mrn«Ire I�^•
kawals MMetlL it341rvaiulbw IWC nN�Wda uvxYNrya'd a+eMdxnme. fm U�rK'rd eH�k raWdri9 me sew G.M1+EM eNa.
1wkWkn t 4%,aNNerYa MntNd hd of nuumssi Mlnm*Ylemi.MNWIMt OMIh ppMa aSaJpaM aC,I MrWNGaryaenl ivr�peFl l3alo
pyelyrrlpnbin mvNRir ho Inrss Pale hs0Me,210NL Shcel.Sulte]I2.NeimNIO VR'1R01<.
Job 'Use
ThrssType Qty MY T01610
10522T0 Jdt Co1lwNach 2 t 1 _
'.Job R..erem 1
Building Component Supply, JacksonNlle,FI32258 8.010 aAR 20 y-CjRTexlnd.nNM M MR," 1@1HL?ft18 Pagel
ID:GaORrygsleME0Y5Jf1p1OYybpy-CIRBRSeyTanN�glNwgN%RIflnP%bSHLtPagl0aymF4E
-t4o o-mm
t-40 61615
3w1e.1:64
3
&W[12
2
1
4
sir=
OMNI
LOAdNG(pelf SPACING- 2-0-0 CSI. DEFL. in Qocl Vtlefl W PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Verl(LL) 0.00 T >ESQ 240 MT20 2-110
TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vargr-) ON T �ggg 180
BCLL 0.0 ' Rep Suess Yld YES WB 0.00 Horz(IL) -0.00 2 Na we
BCDL 100 Code FBGM1UTPI2001 aftsup B Weight 51b FT=20%
LUMBER- BRACING
TOPCHORD 2YA SP bill TOPCHORD ana,Aural xood sheeOYng tltreGlyeppgedoro-10-15m Pullin.
BOTCHORD 2x4 SP ND.2 BOTCHORD Rigid selling doe r,applied or 1000 oc bracing.
REACTIONS. (INsim) 3=-0Mlechaniw1,2=17&0O 8,4-17/10ecllanicel
Max Horz 2=23(10 BI
Mex Uplift 3-1(101),2-E7(LG 8),4-1](LC 1)
Max Grey 3=100LC 8).2=115(LC 1),4=18(LC 8)
FORCES. (to) Max Cdnp.IMax.Ten.-Allforw5250(lb)Ories pi T.hensi .
NOTES-
1)Wind:ASCE i-10;Vutl=130mph(3-sewnd goal)Vesd=101mph;TCDL-50Pd;BCDLd.Opsl;h=250;"51t;L=2411;eave-I ti Cel.
Il;Exp B;Enel.,GGpl=0.18;MFRS phe iorei)antG-C Edenor(2).;C-C for members and(arras 8MWFRS ion,.dons
sham;Wmber 1X)I—1 0 plate gdp DOL=1.80
2)This three has been desgned for a 10.0 psi bo0om chard INe bait nwwncurrent With any other live leads.
3)-TMs trues hes been designed for a rare load of 20.0pef on Ole bottom Mord In all areas Ornate a rectangle 3S tail by 200 WEe
Oil lit between the bottom chord and any oMe'members.
4)Refer to gle er(e)for truss to three connecllore.
5)PmAw meMeniced connectlon(by others)of hose to M3ahrg plate capable of Withstanding 11b uplift at fdnt 3,81It,uplift at pint 2
and 111b uplift of joint C
Q wIPNNa.vew,~PYwEEYe uM pasp aorta dl lMS<a'O wCaYaep hales a6FIGx NOE hiadar .lolVNraeLRIIE aBE
�maddlw uw mN Wlh MIeE®mrv�ec2a.R6tle4mk Wte7wYY�N>t�M IenNwnv a'ALLIwmYqukAM LuIO'gcanpTmt rot
Inm[1Yem �Iwe�ce.IM la4rdgdmdw�nxal vanN lln¢WcdMNoltlaY.T pwanelemmd RWMyHcapwoM fikdeWn Flo Ma m'wtll
huaNa.agn aacYwnewleaator�eenlr>,AeYgar�a.x numweoaru�choro mwnrxiawv.btlewa wmnwwaaaaaa��anlaoa�p WOW
ktlwOw�ePAa0 kNdHXYaMb Pe'/ealcd4A WmpcNxapeivdYyuyatl Rq>wN don�. ippn�mmtl NdwKe�epvdg T9 64M PaMEM BM
pnYmlbLfrol4b.d&Aery ereclbnwgra0.'IW ole�maemtlbwmlemanMXY/MIGyI'Qxw14pMMmOIGINMM�aPpnYlrl Ten W.FL 3Mlp
Mix rNaTOXen avd[tle Yan Ima FMb YWIIUR.TIe N.Im SYm1.9/16312)HeuMN VRY131<.
Job T. T.Type OXY PIY 1T9315124
10522TO im Caner Jerk 2 1 Job Rel 1 1
e 1
due"Component SUPPw. JecksomJle,N 32258 8OYSX?(P202015jRBq ,1 F Aug 51959 8 Pap
ID:Go0gIy9s4eME210X?B1EVyllpy-CIRBgSeYysnNBe91NeVNXRIMWWVSHL?PaglOaymF4E
tio 2-1615
1yg 2-1615
Stale=1:39
3
3an P2 e
2
1
44=
2 10-15
21615
1110.0 SPACING 2-00 CSI. DEFL. In (Inc) VW IAC PLATES GItlP
TOLL 20.0 PMI.Gnp DOL 1.25 TC 0.11 Ven(LL) -OM F] x999 240 W20 2W9D
TCDL 10.0 Wmbar DOL 1.25 BC 0.0] Van(iL) -0.01 4-7 >999 180
BCLL 0.0 ' Rep Stress their YES W8 0.00 Horz(T-) OM 3 We Na
BCDL 100 Cola FBC201MPI2007 Man.AS Wa9gg itm FF=20%
LUMBER- SRACING
TOPCHORD 2M SP No.2 TOPCHORD Struaurel swotl sheathing directly applied or 2-10.15 do pudgls.
BOTCHORD 2M SP No.2 BOTCHORD Rigid c.i111g dinaly epplietl or 10-00oc holding.
REACTIONS. (INso,e) 3=88rMecM1anicel,2=21&0.58,4=2&Mechanlcal
Max Hort 2=W(LC 8)
Max Upilft 3=--21(LC 8),2=-M(LC 8)
Max Grad 3=65(LC 1),2413(LC 1),4=49(LO 3)
FORCES (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vat=130mpb(S secotM gust)Vasd=t(tmph;TMI-5.0pa;BCDL=SApsg R Sft;B=45ft;L=2411;eave>ft;Cat.
11;EV B;End.,GCpl=0.18:MFRS(Cgealonal)and 0 Elaena(2)-14-0 to 1E ,Ira.rlor(1)1E to 2-10-3 tone;C-C he
members and forces&MWFRS for reeclbns shown;Lumber 001=-1.80 pate ghp D01--1 SD
2)Tips truss has haan designed for a 10.0 psi bottom Mord live load nonwrcurem Win any other live loads.
3)-This lois hes been designed for a live load of 200pei on the bottom chord in all areas When a redangle 3-&O Ia11 by 2-0 arch
Wig fit hapeam to hotlan chord and any other members.
4)Faster to girders)for truss to truss connections.
5)Provide mechanical connection(by omenh of truss to bearing plata capable of withstanding 21 ib uplift at joint 3 and]2Ib uplift at
joint 2.
�WAMINLVxY)CVlpnp�nMw.m4aGONOIF9 QV nO ANBWCLYOE.MIEkaEfEAAMCE PA0E 161[TJ m.le6Htlr6 BCiONf V9E
qnn vakl fa¢e«JY'uIT MIIeAOc to¢.REdeLLwl6�aoNY We�I✓+ameie¢elrown.oM aldm MW.✓l tultltpc«npaienl.rel
nusryilem.h+Ide we.ttn dlWq ae.P�.e mill VenlylM gdM'tllry of Jefk�anelersvArvryreilY lxaW�ale iT.�leA}'�MogwoVdal
aAaiartaaw�-Wa�NgtMcareakm{veYmr d�nmentkaMaM m�wmaral«el..a memh.norvv naalMia mmr.,dv ma mmawmaa<Ire tIMPOW
saww•�aaAad ta.tmar«aawaY�.l dgiaMe wnnr�ewes«�a merv«dwnPama«naae. r«gaw�a uarwke�.e«are x�e mw PeW.a.m aNa.
ItDikalMrt ndo2e,tlNNery.«aclk+na[I[x¢fgor M1u.¢eSaMmmMle�a,sseAX51/IRI pudNexlwA'.peBM aM ae51 auM9np CunWa..l i.vpa.fL ]3alo
5el.ly nypnpllen watl#a tan inm%obtWMe.21a N.Lea Street 9J1a 31 R,01ei«MIa VPY1]Id.
JOD Trues Truss Type OIY Pb
793151251
10522T0 Jtl ColrerJeck 4 1
b Rel 1 all
Sharing Cm Parem Supply. JacksplViII6,F131256 B.OIOSApr20-yVpy-?VRb�ssWEolrc kd n1pps:jbWWZ18Pege1
ID:G00grygHa01EOVS%?O10Yyapy-M?T2RbaJgvEOIFWkdDGIGoOppeBlbeeWZlx9ymF4D
-14 09615
1 0-0 0-0615
Scaly I es
3
6.W Ff2
2 ^)
df
1 e
I
1
6
SII
5 4
aelz roots
Plata OOaeN Y - B:aH 04-e —
LOADING IF 11 SPACING- 2-00 CSI. DEFL in goc) grant UE PLATER GRIP
TIf 20.0 Plate Grp DOL 1.25 TG 0.14 Ven(LL) 0.00 5 >ggg 240 MT20 24W190
TCDD 10.0 Defter DOL 1.25 BC 0.21 Ved(R) O.W 5 >M 180
BELL 0.0 ' Rap Stress Ind VES WB O.W Hoa(ID) -0.01 3 IVa We
BGDL 100 Code FBC2014RP1200! Metrix-MS Weight:61b FT=p3:
LUMBER- - BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Sah dural apoaatMng le edirectly applied or 0-10-15 a pudlm,
BOT CHORD 2x4 SP Not except shot vernewe.
WEBS 2x4 SP No 3 BOTCHORD Rigid telling directly stabled or l OUO oc brodlg.
REACTIONS. dIvsize) 3=b.'VMedunlcal,4-45fJMeclrnlce1,5=688143-8
Max Hoa 5=43(LC 12)
,,on,UAIR 3=-ao LC 1),s=456g G 1),S=-284(LC 12)
New G.3=31(LC 12),4=158(LC 12),5di68(LC 1)
FORCES (It)-Melt COmp� Ten.-All forces 250(to)or less eacept ashen Shoan.
NOTES-
1)
OTES1)Wind ASCE T-1({Vu11=1 Wmph(3-second gest)Vsed=101 mph;TCDI-50ps1;BGDL=S Opsp h=251;B-4511;1_2411;save�lq Cei.
11;Exp B;End-GCA=C.18,MFRS(diredional)and G-C Exledor(2)mnel cantilever left algosed;porch Ion and right
eapdvad;E-G for members and forces&MFRS for reacgms slran;Wmber DOL-1.60 plane gnp DOL-IN
2)This trues has Men designed for a 10.0 psi bottom chord live retl hamorlcunent art any other live Ioa es.
3)'This Wes has been designed for a live load of 20.0psf on the bottom chord In NO areas atter¢a radangle 880 tell by 2-0-0 ode
W,fit EeMaen the bofom Mani and arty outer members.
4)Roar m 9irtler(S)for N.to t.comedlam.
5)Provide mechanlwl comedian(by others)of trhsa to Marlog plate capaoe of attlnnending W to uplift at john 3,456 to up iO at john
4 and 284 I6 uplift at JOIN 5.
�lv�aaero m4 RFA¢HOTE50.Y has RNa MGINOEO MIiEx REFER4NCE-OE-14Oo m.IaDYAI6BEFORE Ub!
�wlltl b1 use oNY mm MIekQ�wnrwdw.c IYusrle9pn t Iwpa4yurcn nxnrnidn¢sMrwrtaiw]klw m MUMb CWaap comMNKn4 m1
InffisyaWm �rarerec.RebWrn de#ar�er mist veM1 Ohne rwAk�Xry olchtlgr MaanelersaM MoporlY h`tiilWraR XNrIr.4eXOR¢oveltll
�xAanda . ®ecknkraameemweelRXaGare rkdNdxx tela webadla clxxa memlarsaYv.b'anor sleml>«av ma parmeremlxake
eahrM rePlreO brtlWkNudlo MCYenr cal4 with o+,oly '1a x4 on, ,ro,e4Y daaaree. lu 6orrstl Wkbke NUIq Xie al Fxb EraW.
kdtalkn..aae.ovivew,elective,m bacon of loxes ad aro Mleirc.5 MNf1/IPI I caumv, xk.WBN.H:N rNs,Conaaaad i R3M10
NMylrYpmakon avtlklie M1an ousFMe hMMe.Tia N.lee sM1eeL Slio3l R.NexatWi VPP1]Id. _ - 3304
Joo Tmss Truss Type ON Ply T9315126'
1062270 J21 CwnerJ¢k 2 1
lob Rel filtearSD
Buildlr,COmponent Sup". —as.,1132256 ;.EOSA1.gidY 15MITeklntlu WE F Aug Blb Pepe
ID:GCOgryes4eNE0YSX?etdyytrpy-IMZ2RbaJWEo1FWXdLWIGOpreh&b9eW21x0yInF4D
q.4p 0-1615
N" n-1615
trade 1:9,3
3
6.0 12
2
I 1 df
a
6
Sae II
0.1615
o-lws
PI Dasefa(ylY) (5'O-0-0P141
LOADING(Pa0 SPACING 280 OSI. DEFL, m 0.1 Vden W PLATES OMP
TOLL 20.0 PTGN DOL 1.25 TO 0.14 Ved0. ) 060 5 >999 240 effm 24M190
TCDL 10.0 Lumber DOL 1.25 BG 0.03 VediR) O.W 5 >m 1W
BCLL 60 Rep Suess Ir¢r YES WB 0.00 H=(TL)
8.00 3 we Na
BCDL 10.0 CWa FBC2014?PI2W7 MaWHAS Weight:6 l FT=N%
LUMBER- BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Slnlclural motl shealNr,direolly applied b10-10-15 x paalaa,
BOT CHORD 2x4 SP No.2 ercepl and velticeW
WEBS 2x4 SP No.3 BOTCHORD Rigid calling directly applies!or 1"4)can bracing.
REACTIONS. p /a1w) 5=20Hb-5-8, 4-1MMecbenicsl
Maar Harz 5=57(1012)
Mas Uplift 5-76(1-C 12),3-43(LC 1),0.-14(LC 1)
Maar Start 5=206(1C 1),3=21(LC 12),4d(LC 3)
FORCES. (Ib)'Mex CDmp.Mlax Tan.-All forces 2W(lb)or less ex wren shows.
NOTED
1)Wird:ASCE 7-16,Vu11=130rnph(3-secand gust)Vaed=101 mph;TCDL5.Dpaf;BCD",0pst h=25X;B>1511;L 4i;sari-IM1;Cat.
11;FV B;Errol,GCp"All;MFRS(dlredlonel)and C-C Exlellor(2)mm;end eaf iwl fat esposed;C-C for members and iwces 8
MFRS forieacXons shown;Wmber 001=160 plate gnp DOL-1.W
2)This Voss has been dissipated for a 10.0 psi bodOm cMrd$1.load ntworncun6m dpt at ones live loads.
3)-This Dusa has been designed for a ilea load of 2D.epsl on to Winn chord in all areas atter¢a rectangle 348 tall W 2-0-0 dde
will fit bebseen me boom chard and arty ower members.
4)Refer to Safaris)for truss In truss connetsons.
5)PmNde mechanical connection(by others)d truss to bears,plate capable of wifustaNJing 761E uplift at joint 5,431E uplift at joint 3
arq 1410 uplift at joint 4.
A e'rai Vw tenant nemmem,eMMFAO hDaES PY 1X6 INe wCLYMa M/ER RFRIsWNCE Plaf W7471 nes nela",eEFOPEVBE
�Wprm ue WY`w1lrr Mllekdwnr,ecM[.Rk dNV,K WtnIaYYUFvn ptaneters Nmm.aMKbm MNS.M WtlegcomµawnL ror
M1lmiyslem aolae lm.X,e lHw3rgdetlwwr mist vellN lrw WGk:diN ol�tlpn lwwlielersaM gognlY a,cnWrale ttlbdalpn FrolMovatll
wade+wl. aalre naeaeaXmcleva�r a�wre ornewwM1aKNeowldtM orom memmr:oruY.was>na lamwlwmncelrawwlraaclre MR6k'
KdwayiregYreJ'mrrnnxlYwlonweYaaloNlaNa Y+mpaNnla pel[orb aw.Ywdwmwly�,we. forparwra waw�e rapwaae ire rsw v.6e 6.n arse.
ra+xcanm.wrap�.aa+emerecwnmouane ewN�w�nn�mem[.+aa4ravmrawNCla.na waavm4 mlwllamewawKEKr r.Im.Fl avaro
qMy IlEwmotlm trvaf2Je M1wn Irvs Rale MMe.41e N.leo3M1eei.SJb.t12 Neiavlh.VPRYaIG.
JDb Tones T.Typa ay PN T93161V
10592TO J31 Croner Jack 2 1
JOD Reference l ' roll
Briding ConxlMiant-PUY, Jacksonville.1132256 8.010s Apr2020t MITek IRbCtTl,QSgddAug19I520:0f2018Pmge1
ID:Go0gry9v1e01E0YSX191EYytryy-OSZxFnbG4T150SgiILerEsawCDAIwAgINXSSymF4G
r -1i0 0.1045
ti0 61945
Scale=110e
B OJ112 3
2x4 II
2
1
n
5 4
ala II
o-tots
ao�
LOADING 1Pa9 SPACING- 200 C81. DEFT M (pc) VOefl W PIATES ORIP
TOLL 20.0 Plate Grip DOL 1.25 TC 0.32 Ved(LL) -om 5 >m 240 MRO 241/190
TCDL 10.0 Limber DOL 1.25 BC 0.10 Veli -0.00 5 s999 180
BCU 0.0 ' flap Slmss lna VES WB 0.00 Hoa(TL) -0.03 3 IVa Na
BCDL 10.0 Code FBC20hUTP1200] is
CDL WegM 9lb FT=20%
LUMBER- BRACING-
TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood shrathiN calamity eppliedor 0,1a15 oc Perlin,
BOT CHORD 2x4 SP No.2 except and vehticals.
WEBS 2x4 SP Ni BOTCHORD Rlgp ceiling directly applied or 1000 oc nothing.
RERCTIONS. (il irel 5=2060-54),3=-S5RAecbanlcal,4=zflvlecbanlcal
Max Hca 5=98(LC 12)
Mar Uplift tx-34(LC 8),3=38(LC 19),b19(LC 12)
Max Omv 5=206(LC 1),3=23(LC 10),4=74(LC 10)
FORCES. (Ib)-Mex ColnpMer-Tea-All forces250 fib)orlessexcapt MrsonS1ovm.
NOTES
1)Wind:ASCE T-10;V.1L130mph(3-second gust)Vesd=101mph;TCDl-5,Dpst;BCDLd.Opst;h=25X;B=45X;L=24R:eavedlt;Cat.
Il;Exp 0;Encl.,GCp".18;MFRS(dlrectionml)shol C-C ExNdM(2)vire;and vertical left exposed;C-C for members and tomes 8
MFRS fM reacdws shown; -umber DOL=1.60 plate grip DOL=1.60
2)This than has been designed tar a 10.0 psi Worth chord lire load nonsonconant arm any other Iles loads.
3)'This s b
s the Ileeen designed for a Ilva load of 20.OMf on the Wtom chord In all areas where a rectangle M-0 tall by 2-0-0Mtle
Mil Bt Dalwsan the bodom chord and any other masochism,
4)Rater to girders)tor truss to tensa connections.
5)Protide mechmil'al connection(Dy others)d truss to DeaMg plate capital of Mdlstarding U,;lb uplift at joint 5,5810 uplift at joint 3
M1d 117 Ib uplift at pint 4.
Q..Aa..-Y dN%nead NExp N0tes MI TIS AW WLLWEe WEx efiesuchroe'Acer—Ina—I—o'a"Use
ALT WlOtw uw cNY WID MIIaAW cmreclus,awdearx,6dv+tl WYlyah Iwanalxrs9vwm,mdtrio m I.1.blhldxp cam{dien1 rot
mat xyshem Botwe hw.lne Wldlq r#�hn1 mel vellNll¢IXFlkalilly of tleYgh rwmretanaN pocenvbK^Poole n6deYgl mo IMw'ehdl
bJdhg deYpn.aMnp 9eYcalMhto laevonl[ucWry{otMMAxI lnmwebavJ/w cM1VO mgnbersaYv Nddlbnhl lemnwahYahldP Enoch tladhp
6dwowhaFletl lw tkdlllyald logevenl cdkxx5 w11DFo�ae nehvl✓d Y4aYmdp Mdan[@x. Ia gerehM gLL]Mca he9aWpRre y.ml Pnb EM aW.
IdyDaavl:Iwgre.tleXvery.ehecnmm]dIXaga Mmesmalndtytlens, s/m1 olMlh Mllnlq maa'aa ehld oath aaMnYeohlpwwM
sP
T FL ssaIn
yy4N axunhdnl wt#Aerycm lluct Pale Lmf10a.216 N.1ee 5TeeL 911e 312.NetatlIW.VP2231 i.
Joe Trues Trues Typo Oty Ply T9315128
10522T0 J33 Comer Jack 2 f Joh,Reference(optional)
Building Componard Supply, Jecommnlle,FI32256 8.010s VgldY016MITakln0uatrlea,Inc Fndu mD52 2016 Pagel
ID:Go0g1yBe4e01E0Y6%'I81EYykpy-BSLFnbC9T15O6qiILUOsogmOlFwrIgIUJeSSymFiC
Lb0 210-15
lap z9o-1s
swa:112-1
3
B.00 R2
6
31® II
2
1
d �
d
5 0
ars II
21096
21 �
Plat OXa KYI (2'03-8 0001 150- -B POiI
LOAWNG(psp SPACINI} 2-0-0 CSL DER. In Q.) Voted iM PlATE6 GPoP
TCLL 20.0 PNte Grip DOL 1.25 TC 0.)1 Vad(LL) 0.02 as s999 2<0 MT20 2aW1W
TCDL 10.0 Lumbar DOL 1.25 BC 0.36 VwdTL) -0.01 dd >988 180
BGLL 0.0 ' Rep Stlass I.r YES WE 0.00 Horz(TL� -011 3 are me
BGDL 10.0 Coda FBC201VFPM7 Maki- 6 Weight 156 FT=1M
LUMBER- BRACING
TOPCHORO 2x0 SP No.2 TOPCHORD Slmduml vocal sheathing tll"lipplietl or 2-10-15 ca parulis,
BOT CHORD 2x0 SP No.2 except end ver ivals.
WEBS 2x0 SP NOS BOT CHORD Rigid ceiling directly applied or 1080 oc blear
READTIONS. Qbraize) 5=2211058,3=51M.AechanlW,42Wkemumbal
Max Hort fz126(LC 12)
Max Uplift = (LC 8),3-58(LC 12),4-33(LC 12)
Mex 0.5=2210LC 1),3=89(LC 1]),0=51gX 3)
FORCES. (lb)-Max.Comp.Mlax.Ten.-Alllomee250(lb)orlessexcepteheirmoven.
NOTES-
1)
OTES1)Wired:ASCE T-10;VW1=130mph(3aaiCond gulp Vmd=101mph;TCDL-S Opal;BCDLd.Opa;h=25fr;5=65ft;L24t eaveylfC Cat.
II;Etc,B;Encl.,Gi 481 MFRS(dlrectlonap amI C-C Emirror(2)-14 Oro 18 0,luterior(1)180 to 2-103 mire;and yetlital
Im Wosei C for members and forces B MWFRS lar ramoons shown;Lumber DOL=1.80 plate gop COL=1.80
2)This Was has been deslgnetl for a 1o.o pad bottom c1eN live load npnconrunem Win any other live twos.
3)-mis muss has been designed for a live load of 20.Opsf on the actru m choul In all areae where a rectangle 380 tall by 2-00 Ace
All fit between me bottom chord entl any other members.
a)Retail to girders)for truss 10 truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 8 m uplift at joint 5,591b Up it at joint 3
and W to Lplgt at joint a.
Q wlRNwa.VMryesgOpumlm anCaEFUNMEa oN TNe INaWCLWEp aOrEN aEfEFP NCEVaaEMallTJ m.1 101baEfeNEUSE.
cekq�veXtl fu ua�dAY'ulm MIIeASrnnedwx Ihb<kL(xr a Mmtl rnYY upon Wrannrem9wwi.mtlh(a m a�wdl(H W Wlp cwn4x�n1.roe
a In6sWem.Bailee un Ilq b.Yi4g tleLL3rer mrrtl valry iMq{lkcAMllyol WSan Lvanelenml Fx�gelw M�xp�rola In6 tlaspnlnlo Me overtll
I>va,w glen. aan9ilewlaearawa.anll�lerw armrxfeara llwweemnlor�hord mamoer.wv.xueora lamPnrWmIP n�nbmq MiTek
h Wattle[M1eetl MSId31YaMrowevcnrcalT xllnnwiJeF MF�uYug RWxMU�nW"p. fw�rrerd pMhce reWdrglne eoay. Ea
lmrvcrnwnalorwa.aawarv.eaoaonarle pacxpolelse:axllmawnerna He/JMRIIIanlvemllo.pae9wme xN Laadnweo'IwaNarx ixeP•."rf a.l'xro
apNy IrXnmoXm wdltlAe nen 1rm l V le MXMs.zl a n tae slrael.axle 31 z.Naragb.vR n31 a.
Job Three T.Type Dry Ply TIXi15120�
10522T0 J35 Groner Jack 2 1
'JM ReI (M II
Building Cmrponenl Supply, Jadynom IIe,FlMSMIMwlnc FNn Aug10 5 S216 Pep
e 1
ID:Go0prV9aoMifforn/dOJTcqm0y2sNsWLIKEPMM46g2P_vmF
4B
nA4-0 4Io15
Ise 41015
6uNi
3
6.00 II2 0
]
3x5 II a
2
t d rl
1 d
4
SxIOMI s11
41015
4-0615
PNI.Offlabij (20-2140801
LORDING(pan) SPACg1C4 2-0O C&. OEFL. In 0.) VM
Ud PIATE6 GRIP
TCL- 20.0 Plate Gdp DOL 1.25 TC 0.60 VM(LL) 0.0) 4-5 BOB 240 61T20 24U190
TCD' 10.0 Lumber DOL 1.25 BC 0.59 V.t(1L) 8.06 4-5 s]39 180 Ml20H5 lE]/143
RCLL 0.0 ' Rep States lnor YES WB 0.00 HOO(TL) 825 3 Na We
BCDL 10.0 Code FBC201MPI200] Melllx-MS Weight:2110- FT=20%
LUMBER- BRRCING-
TOPCHORD 2k4 SP No.2 TOPCHORD Structural flootl sheathing dRed"Whed or 4-10-15 Wpudin,
BOTCHORD 2k4SPNo.2 exoeptendvarticels.
WEBS 2x4 SP No.2 BOTOHORD Rigid calling directly applied or 1080 x bredng.
RERCTIONS. (INsim) 5191N5-B.3=t24MMchanlcal,4=5orMechanlcal
Max Hoa 5=155(1012)
Merz Uplift 3=79(1-012),4=-14(-C 12)
Max Grew 5=291(LC 1).3=126(LC 17),4J(fiLC 3)
FORCES. (tC)-Max.CwnpJMac Ter, Alllorce4250(lb)orlessaxceplietum oven.
NOTES-
1)Wind ASCE]-10;Vuft imimph(&seaman gush Vaed=101mph;TCDL6.Ovsf;BCDLd.Opsi;R-2m;B=45R;L241q eni Cal.
II;Elm B;End.,GCp1=0.16;MFRS(dredlol and CC EHe0m(2)-1-0810180,Irae0or(i)18Oto 4-10-3 Zone;end vertical
let exposed;G-C formembere and forces&MFRS for ata gens shorn:Lumber DOL=10-0 plate grip DOL=1.60
2)All Phase are MT20 planes urJeee othecMse Indlcaled.
3)TMs Innes has been designed for a 10.0 Paf boftom chord live load nbnooncurreM with any other live loads.
4)-This thus5 has been designed for a live Iced of 20.Opsf on fie totem choN In all areas vfiere a rectangle 38O tall by 20-0 wane
Win fit between Ne botwn chord am anwother members.
5)Ref.to glrcli for imas to Lues wnrectians.
6)provide rhomanlwl comedian(by others)of trues to bearing plane capable of Manhandling n Aft uplift at joint 3 and 1410-uplift at
jdnt4.
QWYIMNa.yWaEelet,e REaa Ne TE40H TMIa PHa MCWOE 'e" ODYN
ruo vW nd us ole,1T aYnelID ttnemjff. IMS Aerv1.wxtldry ury r "m. h II ddM 1
mmn, aslweh II'e rourturrin uri".vi ml VMNlne ap[1b lAIW�ItM.il9 r I ai LAW IVE_. < La II flu+ W
."ewes wac i.><oheamo weal waNvw onmmew m,W wa.ma/o,enols m.mem,rnv.n«Ix m�nw..r rJm quare 'g�('
kaMan reWree mi naFA'ye�lopeoeeledlgse vnm Po.mece aro wie wv mmape. roi rnoa.ai obdam«hena�d�re n�
ATM:oIblSlnoaa.�Yvery.ehecYmmlhacR95+llvtesm]mm MleTS e'e/iMII1Tl OUWly ehllxb.osea4 oN BCsl wply GwnWn.nl ew4MM Fp BMtl.
swxv Inlunhoam wdlMe Holli o�Pura vmmno.zhan.L.«meal,sENahz.rlaxa.4e,vn nah4. T.hmE.FL saalw
Job Truss T.Type Oty Fly T9316130
IOWTO J41 Cwnsr Jack 2 1
Lb Refs...I ell
age I
Bu1MIrlg Carneyeat-PMI Jessen lie,Fl32258 0.0fEOApr2020VVWdlkl Mes.IPc. Fri Ng1915'24S5 216 ..413
ID:Go0gry854e01E0YS%491dYy1rpyd]JTIymB/2cPm2N4B41.WMYMM4SSg2P_WmFIB
60 ata15
1i-0 o-tals
Soi e4
3
8b] iR
2
1
l
34=
OSO a1o95
LOADING(f3%R SPACING- 2-0-0 CSL DEFT in (Ion) ✓loft I/d PIATES GRIP
TCLL 20.0 nate Chip DOL 1.25 TC 0.11 Vial 0.00 7 >990 240 MT20 2W190
TCDL 10.0 Lamb v DOL 1.25 BC 0.02 Ved(TL) 0.00 ] >S% 1&1
BOLL 0.0 ' Rep Stress Irlcr YES WB 0.00 Horn(TL) -0.00 3 rVa Na
BCDL 10.0 CMe FBC2014?PI2007 asubt-MS Weft a lb 17=20%
LUMBER- BRACING
TOPCHORD 2x4 SP No.2 TOPCHORD StmdurN send sheathing dbeotiyapplled oro-10-15w puNas.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling diredly applied or 10-0-000 CraWg.
REACTIONS. Obeiza) 3=9RAechenicY,2=1]603-8,4=28rMecheniwl
Mex Han,2=42(LC 12)
Max Uplift 3=4(LC 9),2=]7(LC 12),4-26(-O 1)
Mex Gree a=4(LC 17),2=175(LC 1),4 3(LC 12)
FORCES. (lb)-Mac Comp-110M.Ten.-AIIIorte5250(lb)orlerrexcepleilenslem.
NOTES
1)Wimt ASCE 7-10;V W=13omph(3-secmd goat)Vwd=f Otmph;TODLS.OpO;BCDLd.OPV:h=-25ft;B=45f;LG241q earth Cat.
ll;F>Ip B;Erwl.,GCp1=0.1B;MFRS(dlredlmag and C-C Eldedor(2)wry,;end vertical 10 exposed;porch left and fight
axpomaC C for members and forces BMW FRS for reectlon,Yews;Lumber DOI--1.60 plate grip DOI-1.60
2)TNs tmss has been desgnW fora 10.0 pY bottom d Mime load nmwmurre wiM any other Ilse loads.
3)-This truss has been deslgrred for a Fee Imtl of 20.Opsf on the bottom mora In all areas eff re a redarge 360 felt by 2-0-0 side
x111 fit between the bottom dtoN and any other members.
4)Refer to girder(s)for truss to tmss Gonne rims.
5)PmeMe mechanical connection(by Omers)of truss W bearing p1m,capable of Withstanding 4 to uplift at joint 3,7Ib been at joint 2
and 26 to Will at Joint 4.
Y WIMIWa-YMy...... . o.iNupaE4a Nrr Ea Is
I.—MCLWEa'o-1—
o aEEEF.i NLE find!.R11Am.100.Vuy,9xEaaEYeE
Caa�vusrtm uw only Nm MnekOmxxrdx IlihtleS(e Nlwar]oNy urnn«mrelasYvrvnL mJNlw mMNMa Wdq canI.Z,rot
5yilern.EeJae wtlla buY[Wg daklre�mmlvclN lMg4YIc.YMlbor WSlptpvaneleaaaFaupnlV MapTalelMtl6pa I.Meov '
Miuv,.yw. D«Lrewmleeblowawaalo-enLaaloalwwlraaw�n,mararawa marrrt�ar.rnv.aaaeora urnmlovmapa�mawaln«ro MIT6k'
ctlwm*r«pNee wrsmm a.andMcdou.,tr weand r[>rrspM h'w ora aowrry mmaw. wrwriad atmrce rapuarmm�
ywNWbvslaoJa.OeIMY.areclbn as Macke orMvesad hon Mrem I'seeEWP11Os—CAxb.aHMatl Beal luWnp CwNaMI eew Peb ESM BFtl.
eyYylNamaXm aWm'e Ywn lr�IDNaie YWlbile.Rle N.leB saeel.SIR911.NamMb.VRY1>I9. Tanpe.FL ,0
Job T. T.Type ON PN
T8315131
10ibb TO J13 Comer Jerk 2 1
JaD RMererce imM
Bind's,Component Sbwq. .1a,lo llle,R M258 f1.010a Mr202018 MITek lrglnlnas,Inc. Fn Fup 1815:20:032018 Pepe1
lD.GDOWyg eME0Y MIdYytW-6UNBTB&4Hppm 6PmWIHutddtH04KbKUoy%LfWF4A
Ad0 2-1015
1d-0 21615
Srele=1'.13.5
4
sbo..12 12
ax4 0
3
aapl 2
I 1
11 5
36 II
w zlo-ls
aD zzls
Flue0fseta an 12'0-1-120 -TI -
LOADING(psQ SPACING 241-0 C61. DEFL. In (lac) Well I J PLATES OMP
TCLL 20.0 PNIe On
DOL 125 TG 0.11 Ve0(LL) 0.00 5-10 x999 240 MRO 244/180
TCDL 10.0 Wmber DOL 1.25 BG 0.10 VeRQL) -0.00 S10 x999 180
BOLL 0.0 ' Rep Simss Incr YES v O.OD HORRL) -0.00 4 Ne Na
BCDL 10.0 Code FBG201VTPI200T MCWt-MB FWeight:14M 17=20%
LUMBER- BRACING-
TOPCHORD 2x4 SP No.2 TOPCHORD Slmcural wont shealung Mractlyapplle0 w2-10-15 M pmlim.
BOT GHORD 2x4 SP 140.2 BOTCHORD Rigid coiling Wmcgya rpllec or l 0-0-000 Medrg.
SLIDER Left 2x4 SP No.316-0
REACTIONS. (Ithrem) �Ibm foal,2447N38.5=l& hanlom
Mea H.2 M(LC 12)
Max Uplift 4=23(1.012),2="(1.G 12),5=-14(LC B)
Mex Grev 4=15(LG 1),2=24)(LC 1),540(1.0 3)
FORCES. (Ib)-Man CompMax-Ten.-All fohs,s2S)g4dorless mceptwfien shown.
NOTES-
1)WIr :ASCE T-16,Vul6lWmph(3-Secon0 ghat)Ve 101mp0;TCDL-5.OpM;BCDL5S Dpsf,f 25R;B�R."Ot,,save=4X;Cel.
IC EW B;End.,GGIN-018;MFRS hfir dlonag and G-C Extaror(2)-1-4-Oto 1-6-0,fi e0or(f)1-8-0 to 2-103 ;cantilever 10
arboreal;l;porch left ark right elmose0;CG for mambsu anb to.8 MFRS for raacRorls shown:Lumbar DOL=1.60 plate Blip
DOL=1 60
2)Tfils(mss has been dwigna l for a 10.0 psf bottom chord live load nonconcunem With any other Ilve loads.
3)-TRIS truss has been deslgne0 for a Ilve load of 20.0,51 on the bottom chord In ail areas efiWa a roorargle 34Y0IMI by 2-00 wide
will In between the bottom chad and anY other members.
4)ROW to glydeRs)for truss to Huss connections.
5)ProMOe medmnlcal mrmedlon(by others)of truss to trea0ng plate capable of wlfhsta110ing 2311,uplift at joint 4,9411,up1IR at load 2
and!1411,uplift at joint 5.
sb?
,haM1lw�W tWytlleetlm9�.rEh.e®lw«ahYm9.IpM mdWrp[—de�—xDx im.Ol,NeSl heChlh Iln gIWND[ F'lLS,=N olnNYrepLgrnah npeaaMnawlNewChinaaWNpko—FMe1r4mlY77kIhMeoFnA>Im—Nhuord1e a"ttYe[ eiba
nl.roprohWdNnLLanummMmNatv .10I¢,
ar9
YelcoleOklo F'wavenl lvxWreah]N?q M1va weheMlttcicrO memla5 aev.P�kxd lanWwa'd Pomxehen.,. we
n Waya�e4YheN ror bPYiW mpbgevenlcdN{ae Nm bkNeY od M«erlV WnoA. fnr BehhnolPbmce hegmOglM eB04 Ferb.NM.
htManm xlwa3e.tleAerv.erecvmm]brecbgollnmwaq M1hm Mlemew4N5gIR1 W�YC41Mo,OSB-09aM KA N9JhPCwnpWw0
sdMYlwmmXM w6tie nem uhm FMle runPM.21e N.lee Sneer.sJh.112 aemMb vazY]ha.
&.FI =10
Job T. T.Type a, Ry Tg315132
10522T0 P`5 Comer Jack 2 1
Job Ral6lefee o 4onel
page 1
Building Component Supply, husesnvila".11 258 B.O10sAIdYyI -5Uh9TSc4Hea trw. Fri Aug1g15]dDKUoy0 W 8yftrF
ID:GOOglygc1e01E0Y5%?gidYylryy-5UNgTdSc4Hpgm_SFmWiNUHw1ry041(bKUoyXLymFM
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.116
4]-t5
Plat gNals(XYI R' 4Ltr1-111
LOADING(pap SPACIINk 2-0-0 CSI. DEFL. In (roc) Vrlefl Ud PLATES OPoP
TCLL 20.0 PNte Gdp DOL 1.25 TC Q29 Vandal 0.05 S10 >999 240 AR20 24G190
TCDL 10.0 Llvnber DOL 1.25 SC 0.25 VaMTL) -0.05 S10 sB89 1B0
BCL- 0.0 ' Rep Strew lzr YES WB 0.00 Ho2(iLj -0.02 6 Ma net
SCOL 10.0 Code FBC2011/TPI2O07 Matrix-MS WeISIt20Ib FT=20%
LUMBER- SBACING
TOPCHORD 2x4 SP Nm2 TOPCHORD Struchural wood sheabing dmcgyaWlled or4-10-15 a purlins.
BOT CHORD 2x4 SP NO.2 BOTCHORD Rigid ceiling directly applied or 10 D-0 do placing.
SLIDER Left 2x4 SP NO.31L
REACTIONS. (INeize) a11NMecllenice1,2=310M3E.5=48IMecM1aNcal
Mex Hae 2=990LC 12)
Mss Uplift a=-51(1-C 12).2=1 I)7g-C 12),5-26(-C 12)
Max Grey 4=110(1-C 1),2=310(LC 1),5:0(LC 3)
FORCES. (Ib)-Max Gomp/Mev Telt-All lomes2W gb)oi less except wren slwwn.
NOTES,
1)WInR ASCE 7-111.Vult=i30mph(3-second gued Vasd=101mph;TCDL=S.Opsl;BCDL=5.OPW;li 2 ft;13x5ft;L=2411;twveylfl;Cal.
II;Es,B;Encl.,GCD::0.18;MFRS(directional)and C-C Exleda(2)-14 0 to tEO,Imeriohl)1&0 W 4163 zone;canlllever left
mgosed;porch lett and dght ellpwad;CC formembers and faces A MW FRS for reactions shown;Lumber OOL=1.80 plate gdp
001-=1.60
2)This truss Inas been desgnad fora 100 psi boacm Chord llye load nonconcuneM w1W any olber Ilve loads.
3)"This turn Inas been designed for a lava load of 20.Opa1 on me bottom chord In all areas there a rectangle 38 bill by 2-"Wde
will fit bBlWeen the bottom ctwld Ntl any pMe'members.
4)Refer to glrst for truss to Imss connections.
5)PmNde mechanical connection(by otlters)0Imss to bestri plate capable of Withstanding 51 to uplift at JOIN 4,107 to uplift at joint
2 and 281b uplift at joint 5.
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neeg�Vdkl fa iseaNY'unn MllekIDcmrredo¢IMtleSpnkbassOONy urxri pamlele2Mrm.axl mlo�m MMWtlMWpcanrmnnl,rot
alp.Mlwn.Belie v¢.me Mlflp Cegp¢e meal varlry II'r gyxk211N u1 N^ean nuanelen m]ggwxlY Y�colpxole R8 CaFU�lnb lna ovaaA
w,AwomP.ean9kxawroemlo PaVanlawNnpalNlM�ln wnwebwvwcwdmenlml.oWv.oeawln rempwwmdpelmmwmnocxg M ek'
m WvyS�egaetlMiFxWNav]bPevenl ccXga yiBnlxx4Ye pe�sxxx llWry ant ggarydan�. rw�Ilwdgado�ce lapaQgh YW Fe he
F
ldxkolkn du�e.dame�y.BreclbnW daiq arll�eim]mw Mlem6 meMW1%Idtlly CMwlo.pAMaM aQI4MIgCwnOulwlr Te�lps. L M9bID10
yyary Ireumafim avtAab'e Yen I�WI3 MMnle.RIa N lee SkBel.9xle 31 R.NemMh VRY1314.
Job T. Truss Type Ory RY
T9315133
10522TO J51 Comer Jack 2 1 Job ( ell
e I
Building Commensal SUpmry. Jacxsonslk.PI32258 0.010a Apt2020ZgF4t NO Aug1B 20 Peg
ll)Gn0gry9s<e0f FZyiX B10Yybpy-ZBF41oe4NOPIHWYHxTPYEWVRDEq7%eIZ0XVl31ymF49
-140 o1o1s
N, 61015
Sub=1%e
3
a Be FIT
2
1
1
hl=
P1615
P1P15
LOADING(i s I SPACING 2-OO CSI. DER. In Pea) Odefi Ud PLATES GRIP
TCU- 20.D Plate Gap DOL 125 TC 0.11 Vsf(ul 0.00 5 >999 240 W20 24M190
TCDL 10.0 Llan0er D0L 1.25 BC 0.02 VM(TL) O.Oo 5 x969 180
BCLL 0.0 ' Rep Blress Inc, YES WB 0.00 Horz(TL) -0.00 4 We We
BCDL 100 Code FBC2014 P[BD07 Meati Weight s lb F =2d0!6
LUMBER- BRACING
TOPCHORD 2x4 Be No.2 TOPCHORD SVucwral sexed sheathing dlrectlyapplied or(i did Burma.
BOTCHORD 2M SP No.2 BOT CHORD Rigid ceiling directly applled or I Di 0 ac bradlg.
REACTIONS. gdN4ae) 3=SrMecM1anical,2=1)510-58,4=-1BM1acM1anlW
Max Hort 2=42(LC 12)
Max Uplift 3=5(LC 1),2=88(LC 12),4-19(LC 1)
Max Grey 3=11(LC 12),2=175(LC 1),a24(LC 12)
FORCES. (Ib)-Mat Tan.-All tomes 250(Ib)orlessexcept Wnenshpxn.
NOTES
1)W Ind:ASCE 7-10;VW=l3 ph(3®..d gust)Vasd=101mph;TGDI`S.Opst BCDL=S.OpM;h=25fi;B 5ft;L- 4d;a B4fi;Cat.
II;Exp B;End,GCp1=0.10;MFRS(directorial)and C-C Exlsiw(2)aond,C-C formembers and forces&hall for macOOns
M.,umber 001=1.60 plata gap D01=1.60
2)TM1'le lass has been designed for a 100 pal bo0om From five load incroonclarent v4M any other live loads.
3)'T a truss has been designed for a live lead of 20.Opsl on Me bottom Chord In all areas Where a rectangle 36-0 tell by 2-0-0vade
will fit Whaven Sae oollom ori aM any the,members.
4)Better to gllder(s)for Mase to tmss connections.
5)Provide Ineclaanlcal nonnecgon(by oVmm)of lass to dealing Plate capable of vdlM1stalNing 5l uplift of joint 3,eB Ib uplift at joint 2
and 19 m Witt at joint 4.
A WIIWWO- able Mend,p11xR IxO asameadOYIEN BErteY1LE F1aEYF)IAm.Idad BFFOIIf YSE
�YPa roWlld use oaYy wlN eui® i¢clwe.118<IengaaDastl My uqn paanele .> aull[Iwmh✓J--Wdarcwn nt rot
eusybbm Wlom ve,nn dMdaq de�'nermMrenry lMgCYc2TIlYd MLpa puanelemaW NWwlYrownw 1 oureYynneenu nvmu
WI[bg mf4�aa. 0ocly{ladkaled ilex qe 11ru1ro akdMdiM lmsweOUJ'rorelwamemneis Wv lWdllY id lempdaya'Apmagmlbatlar i.e1('
aawon�eWaed lw xmumwlo weareaa amore.—clI nrus xyWv mdnawav mnwe. r��aaeera Panne�agadro nae eew v.�m areba.
a�aWlainas .tlNNery.wecllm rnl Mintero218 N Lee l tbal312..G udriI VA CMwb.ouJ9 oq af.AaW6gCwneoaWnl 1,IL.1.
sdMy IWwnpnM m'd31e sari tau IMIe NXM4 zla x.lee AIeeL 911e saz.NemMila VA zzdae.
Jab Truss Truss Type Ory my
IX16130
10622T0 J63 Career Jtak 2 1
bRef.(i,dacratill
BYIBIIg Component Supply, JeckswmleFl9pr20;a,8miiak Mun
. Fn Au91e102016 Pee
ID:G0ry9N00YX"lYyhp-ZBF4Iaa0% wYHzTPYEVOVR0047XlZW3mF4
2-1 N1
1d0 2-1615
Stale=1:128
3
6.a 12 B
2
s
1
2e4=
2-1616
21U16
LOADING(pef) SPACING 2-0-0 CSL DEFL In goc) Vtle9 Ud PLATES GRIP
TCU- 20.0 PHte OOp DOL 1.25 TC 0.11 Vell(LL) -0.00 4-] >999 240 Mi20 24M190
TCD_ 10.0 Lumber DOL 1.25 SC 0.0] Vad(TL) -0.01 4-7 >9ad 130
BCLL 0.0 ' Rep Stress lncr YES WE 0.00 H.ATL) 0.00 3 IVa IVa
BCDL 10.0 Cotb FBC201,VTPI2007 Maedi Weight:12 lb IT 2M
LUMBER- BRACING
TOPCHORD 20 SP No2 TOPCHORD Slmdursl naod sheathing dlredly applied or 2-1615 w pNtlls.
FOR CHORD 2x4 SP Nc.2 BOTCHORD Rigid wiling cli applied or 10-0-0m bracing.
REACTIONS (INaim) 3=GSIMedlanlce1,2=213165$4=31/MeManical
Max Hoi 2=]0(LC 12)
Max Uplift 3=21(LC 12),2=60(LC 12)
Max Q.Zriel _01),2=213(_01),4=49(LG 3)
FORCES. (lb)-Max.CompJMax.Ten.-All forces 250 gidarless excepteTen shown.
NOTED
1)Wind:ASCE 7-10;VW(=130mph D secmtl gust)Vaetl=101mph;TCDL=5.0i BCDLd.Ops9;R Sft,B=45ft;L14R;esi Cat.
II;E191 B;End.,GCp O.18;MFRS(directional)W C-C E,dai-1-0Oto 1E8 0,Inteiror(1)1&Oto 2-163 maiii for
members and fortes 8 MW FRS for reactions sli Lumber DOL=1.60 plate gdp DO1=1.80
2)TNs bust baa bean deign fora 10.0 psf Wftem d live Iwd nwc urrenl wtih any Wher live loads.
3)'TMswsabasbeendsslgmdfora Iiw Toadof20.Omfm9rewtlomdloltl Inallarsesw arectangle380tellby280wide
09101 We en Me bottom eMN alld enyotlrer membem.
4)Refer to gllder(s)for was to 1.connections.
5)Provide mecbanlwl pomanlim(by the.)of trust to bearing plate cr,aii of valhslarri 21 0 uplift at joint 3 and 8016 uplift at
,ant 2.
Q leAIINHO Y�Ie tl�Nn W'xIINv[WNFIO NUIEe pl Tlei4NO NCLWFO Y'IENNEFENNCf YME1LL11)a m.lOW1016aEFWiE URE. YY
CeW,/�Wltl lw u[e aYYwlT Mlek-0corceclmllet[Irl6nhbasy oMY W-I' �MaaUlm Yurvm.�n.1'NIam MNWMUAtYp cantymnL awl M�®�
Mmnybm.�Iae .IM MtlRVtle=1]relmllAvallY llw.<CWccdllYol Oayln LM(El�eleaaq PCT^vlYtx"uMIWeIIISOetlanlMOlM ovelMl
MYmp d43n. 1.x�glMkUleU6fopeveniMrNF]dtxlAWwlln/aweDaWlaclnitlmmd»IanMY.AdMblM lemn"I-WOJ'I�Imwlem M[c9H MiTek�
¢avow�aaaaaa lolNmrnva�a to waYaalow¢[a wlml�la„e�®awnaxY ata wwwdr�Maace. rw waala w>�al wawa x., taxa v.n.2m ewe
pL[:albrt slalo9e.tlelNery.e'ecIM aM Makg ollmm�aaxl lllm[ypeme waMlL/IaI1QMIM e111M>.IHld9aM tC3i&i6q CollgMna Talrye.Fl a3ale
ayaly yyplllpbl wS2ie¢an 11Ia1Mle Im11Me.Rle N.lea Sweel.9Yle d12 NsrmAla VAY[311.
Job Tws Tnm Type Gly Ply
83151351
1of=TO J55 Comer Jack 2 1
Jeb Pel6rer Ti to opens
BMNI1g CartgoneM Supply, Jecksorwille,FI 32256 8.01O S Apr 20 ytpy-ital tiBi a Irc. Frt AIq 1 gXIs .052018 Flutist
ID:Go0gryB3CedEOYS%981tlYylryy-11o65811BiXWv4]UXB'mallzUHq%a_quooH3bDymF48
-ti-0 4 ta15
tsp a-sats
SWI.-1176
3
GW 12
e
x
f 4
zxb=
41615
41615
Plete 011sefs(XYI- 12:Dii 0031
LOADING fort) SPACING 2-0TVIB
SI. DEFL. In floc) VM Ld PLATES GRIP
TC11 20.0 Plate Grip DOL 1.25C 0.30 Ved(LL) 003 44 6888 240 W20 2"15D
TCDL 10.0 Lumber DOL 1.25C 0.24 Vsd(TL) -0.0] 4-] 0853 180
BCLL o.o ' Rep Stmes Ina YES 000 Hai(TL) 0.00 2 Na NaBCDL 10.0 Cada FBC2014RPI200] a.x-MS Weight:lBN 17=20%
LUNBEB- SRACING-
TOPCHORD 2x4 SP Ni TOPCHORD Slruclund Wood alleatMng drec"yapplled a4-10-15 do Purlim.
BOTCHORD 2x4 SP No.2 BOTCHORD Rigid telling dredly applied or 100-0 oc btedrlp.
REACTIONS. g1YNze) 3=12YMedlankd,2-28501 4=GgllduManiml
Mex Horz 29(1012)
M rUplifl l-3511012),2=-58(1012)
Merz G.3=123(101),2=255(101),4=86(!-G 3)
FORCES. (lb) Max Canp.RAax.Ten.-All forces 253(tb)or less except when drown.
NOTES
1)Wind ASCE]-10;VUt=l 301(g),.ond gust)Vend=101Mph;TGDL- opsS BCDL_iblpg;825X;B4511;L=2411;ease=oft;Cat.
11,EV B;End.,GCp-DA&,MWFRS(dredlond)and C C ErWrlor(2)-1-0 to 180,IM960fl)f-SO to 4-103 mne;0-G for
members ad forces 8 MFRS for Iaatlore shosnl Lvobar DOL-1.60 plate grip DO1=1.60
2)TNS llusa has bean designed for a 10.0 psi bottom Mod five load nonconcunent win any,obrer five loads.
3)-T01s now has been designed lora live load of 20.01 on Vie bollom choN In all areas s M a redangle 3-6-0 fall by 2-0r0 side
Wit N between the LuBan chord and arty other members.
4)Refer W g1Ner(5)for truss to buss connections.
5)Provitle medlanlcal oonmMon(by dues)of fore to bearing plus¢capable of slthslarding 0.51E uplift at joint 3 and S61b uplift at
Ipnf 2.
QWARNW4VM/y4Mpr^MwnwuxvW REfaNME54NlIRINaYKLIIOEO MNENREfERANCE PR4EMx!<Am.la0YM169EFWIIEY9E
law
WBq�Valkl lw uwa Y iMI1H6wnmduc lMitlzJ({nBMratl wiY el*�n{xxamerert Awwn cMtrfamMBvWd WrAp cgnpq�enr,ml
a Ino nyikxn.Bela¢ue.Ina MY�W g tlefNtu mu[I valry II`e tl4MkMIN cl[W skin[x.wnelen ml 4xgvrlY LrcmpNeb In6 C65Lln hlo Re ovadl
aYoLgd,unnIra.Nea:.naanfonrarenla.aarMdlmwu�e numwana,war enoran,amear.orvr.P,rakerw lamnorwa.il�..rNamt ao;kre MRg�(
BtlwalS reW eOlasMMaMlo pevenlcdlgxe wAb pa>daa PaM+Ra LI'W ad VaparlYWmaae. fa�ristl pJ[la¢e replsAq Ta 'aBd""PaM.EM BM.
/.YxIMhLSldode.delAerY.waclMdAdWpof lna.sa✓law Mlerm.waV1Y/IRI YWYy Gixxlo.0llMYk N:eIWWnp CampoeM.l Tairya.FL 3ai10
faM1ly INpmOXan avtllWe Yan IrualMle Ytl11Me.RIa N lea Sbl.BWIe 314,Nambb.VAYl31 E.
Job Truss Ties Type Cry %Y
Tint10522TO Tat ROOF SPECIAL GIRDER I
?- Job able in Ii optional)
Bullding Component Supply, Jussolvlle,Fl32258 B.OlO'Apr2020trW.WklnduariMXDig Fd AW 10 KWWIg [ybFFI W F4
e 1
ID:Go0gry954e01EOVSXyetdyy8p¢V3MgIUILNMXOipSUSOKwWI9ElyDFF10BOd>gymFQ
-1d0 <-0O Y4a 12613 1893 22-0b0
td-0 L00 398 4118 49 F5 52-13
Sub=1:40.]
Spi
3[O 12 NAILED
06 II b2a
NAILEDaxs= mo= sx6=
3 17 19 4 19 M 5 6 )
1321 2ir 12 fl 10 B B
26= ed NAILED ]ad SwiDMT21xi3=
NAILEDNAILUD THINS 4am
440 769 i12613 1]83 22-11-9
480 398 4114 L1b5 52-13
%ate OBsets(%Y)— 12. 3560.7114:OS5,61d115:02-80-2-0618:03;120-2-010:0.2-0028419:0-2-00.2-07,DDD2-120-2-01112,0-2-S'0-,1-4I
LOADING(pa) SPACING 140 CSI. DEFL In goo) VOell W PLATES GRIP
TCLL 40.0 Plans Grip DOL 190 TC 070 Verb -0.4510-12 x613 240 W20 244/190
TCOL 10.0 Lumber DOL 1.00 RC 0.88 Vat -0.8310-12 x330 180 W20HS 18]/143
BOLL 0.0 Rep Stream Ina NO WB 0.82 HorzRL) 0.07 8 Na em
BCDL 5.0 Code PBQMI4JTP12OD7 Ma91x-MS Weight:225 lb FT=20%
LUMBER BRACING
TOPCHORD 2e4 SP No.2'Except' TOPCHORD Slmdurel Hood sheathing directly applied.13-6-10 oc PHI.,
47:2x4 SP Ni except and verticals.
BOT CHORD 2W SP SS'Eximpl• BOTCHORD Rigid calling directly applied or 108-0 dobredrM.
8-11:2x4 SP SS
WEBS 2x4 SP No.3'Except'
3-13,5-10,68:2x4 SP No.1.78:214 SP No.2
REACTIONS. (/baba) 8=1201/0.58,2=17021058
Max Hoe 2=28(LC 21)
Max UdgH 8=-192(LC 5).2=238(LC 4)
Mets Gmv Bd20HI-011,2=1764(LC 2)
FORCES. (Ib)-Mex Comp.rMetL Ten.-Mi for 250(lb)or la es pl H4len SNOW.
TOPCHORD 2-3=-540:V820,3d=-53T//518,45=B53Li131,58=83141138,8-]=-0934755,
]-8=-1146/194
BOT CHORD 2-13=801/5212,12-13=11339484,1012lf(07. 8310.9-10=-75514934—
WEBS 313=-111/124),4-1362W1587,412=12/61],512=169/1898,540=e]G103,
510—4263450,68=961A75,7-9=]31/4816
NOTES
1)2-ply lmsm to be connected together,Mlh 10d(0.131'x3')mals es fdlows:
Top chorda connoted as follows:2x4-1 mw at 0.7-0 oc.
Bottom chords connoted as Ioliows:2x6-2 rows staggered at 0.7-D ac,2x4-1 row at 0404c.
Webs connected ss idiom:2x4-1 row v 040 M.
2)All loads are considered equatly applied to all plies,except it noted es front(F)or back(B)face in the LOAD CASB(S)section.Ply to
ply conteceons have been provided to distribute only loads noted a5(F)or(B),unless d rmalse Indented.
3)Understood roof hear loads haw been considered for this design.
4)Wind:ASCE 7-10;VUIt=130mpn(3 second gust)Vasd=101 mph;TCOL=5.Ops1;BCDL�Opsf;h=25q;8�5X;L241p eeve=4lt;Cal.
11;Exp B;End.,GCp1=0.18,MW FRS(directional);Lumber DOL=f 60 018101 DOL=1.6D
5)Provide Wadi drainage to prevent vraler ponding.
6)All plates am WM plates unmes o8lensim indicated.
7)TNs truss has been designed for a tb o Ref bottom chord live load nonUUvUhmUt arch any other live loads.
8)'This muse has been deagned for a live batt of 20opsf On Ne ao9om choN In all areac Mom a his anDe 3SO tau by 2-0-0 Wife
All fit between the bottom chord and any affair members.
9)Provide mechanical connector(by oNars)of Imes to beam,plate capable of Wmistanding 192 to uplift at joint 8 and 236 In uplift at
joint 2.
10)Use USP THD26(With lett nails Into Girder S NASD nails into Toss)or egUlvalea at 7812 from the left end to comaxi lrues(e d
to loon face 0 bottom chord.
11)Hit all real holes same,hanger is In contact arm lumber.
12)'NAILED'Indicates 31 Od C.148-s3-)or 3120(0.140n,0.25')tae-nails.For more details over to Mill ST TOENAIL Deteil,
Q WIPMNe-Wwy amne'rea-,aN MJe Xe)Ea QYIMM'O NCLYaFa M]Lx PEfFN.WCE Romm 14Am.r40.VMIeaFFeaEVeE
p%IonwIXllomoony`Mm MIM6wruwcY hadvan is aecoary � cro.ttn9,own,aNlslwmMluW4Gld�g cwnptteni.rot
darion
MWmnoefor HacY,9YVHcaleOhvlo pe�venl tudHV n's on OI Mh,H.d Msxreraaetl/ MrdlTalnaert RA6]I bbmM ch"con ntr aL9
bdwayi�epYed lwel2illlymtbpeveml slate v�9hWVxa aezna wYmavwomaummae. rwpwae-no'onc."drw Me Rtk
M
lahk'uMxslwores .OMVW.we -¢ dmenrc
ce"Und' 2gmonmotmen �aA .eLdCM
Nadsa. eeddcaesddad anPwwnl E9W Valle Fe[IBM.
9Wely MpmpW,aW2Jstranll,Y PalomWMe.Ria N.Iwaaeel.9R JIR.PleimdM VRP1J14. )s,rpe,Fl x9610
Job Truss Truss Type Cry my
T8316138
I0522TO TOt ROOF SPECIAL GIRDER 1
2 Job Reference
1s Refo enal
BIE1g Jeckaornle.Fl00020201— .
eglm. F
ID:Gry9eE0YSX781YytW-VWq,MLWMPg5uS AKu WigE ryFF1OR0O17P mF4
]
NOTES-
13)
OTES13)Hengelo)or other sono elion devlce(s)shall be pimse0 sullldent to slpport camntrateO load(s)6001b Coen and 1181b up at 7-"on top col The
design seWIon of such oonneotlon aevice(s)Is the responablllly of others.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Wmber Increass=1.00,Plate I S,UAU e=l OD
Unit.LOeds(pl9
Vel 1-3-67.37=67,314-7
Consentreted Load.(Ib)
Vert A=30313-9 (F)12-380(F)17-J (F)1B=32(F)21=3g(F)22=a9(F)
L
D'vu+h Ever, rmtm mUPEAD NOES ONTers AND M6LU0EO Peas REEEPFNLE PAGE Nri m.NNUESS BEFONE USE.
luMnomredwim +woon, .IsPtlaepnaenen. emea nraedeaBlo Pre.anlPoaSoorV .m . LTOeen wdl2ie ndn Inm RaleharMe.418 N.Iee SleaeL 9JIa 31 R.NavaxlM.VA'Y!]II. iertpe F
Job Truss Truss TypeON PN
T931513J
lolmT0 TOIA Jack-Open Older 1 1
bD Ref lk 'venal
Blildinp COlsposwnM Supply• Jackwlrvllla Fl 3225(5 - O.OYS)(mq 20 e016 MITek I,zgME8NHsegzd Aug S 15209)mA9Gym e f
ID:GOOgryBs4e01E0YS%'t0ldYytrpyxFwCWggzpinEeNHseczFaMp5e10KWBF5mAgeymF90
-0 60.0
1.40 460
$Yele=1'.10.2
3
drA
3O 12
2
f
ass eJHWB aT10Y8 e
2x4 II
4.0.0
LW
Plate Oil NIXYH- 12"01190.1-131
LOADING(psR SPACING- 2-00 C81. . I (Pc) Vdsl LM PLATES Of11P
TCLL 20.0 tosses GdpOO1- 1.25 TC 085T�Ml-
LL) -0.OS 4J >B49 240 W20 24V190
TCDL 10.0 Lumber DOL 1.25 BC 0.94 (TL) -0.00 47 >582 180
BC1-L 0.0 ' Rep Stress Ina NO WB 0.00Hoi 0.01 2 Be
Na
BCDL 10.0 Code F =I2 VTPI2007 Madx-MS Weight:19 He FT-20°6
LUMBER- BMCING-
TOP CHORD 2x4 SP Not! TOP CHORD Strectuml wood streeting alrearyapplied a4A M PMiw,
BOTCHORD 2x8 SP No.1 except sM vuikals.
WEBS 2ws SP No.3 BOTCHORD Rigid wiling directly applied or 6612 so bmdng.
REACTIONS, rprow) 0.388M1echanlwl,2=,r0 6-8
Max H.2=48(LC 4)
Maar Uplift 4=-1914),2=75(LO 4)
Mex Gray 4%I(LC 12),2=016 LC 12)
FORCES. (th)-Mex Comp.rMax,Ten.-All Press 2W(to)or less excess when shorn.
N0TE5
1)Wird:ASCE 7-10;VulM=l3omph(3 .dtial)Valli 01 mph;TCDL5.eps1;BCDL=S.Opst h=258;By Si;1a241c saye7ln;Cat
11;Etre B;End.,OCpib.18;MFRS(alreceons);Wmba OOL-1 80 pate gds DOL_1 fio
2)CmcentmP loads horn layout ere not Present In Load Cassed:p3 Deed+Uninhabitable Auto Winwut Storage;04 Dead+06
MFRS Wind(Pas.kBemal)Leh;05 Dead+0 F MFRS Wind(Pon.sternal)Right;06 DOM+0A MFRS Wind(Nag.Indiana)
Lel;bJ Not+0.6 MFRS Wind(Nag.Internal)Right;48 Dead+0.6 MFRS Wind Fors.Moment 1at Parallel;09 Dead+0.6
MFRS Wind(Pos.Interna)2nd Par del;k10 Dead+08 MFRS Wind(Net.Internal)1St Fannie;011 Dead+0.6 MFRS Wind
(Nag.Internal)2nd Parallel 016 Dead.0.75 Reef Uve Met+0.75(0.6 MFRS Wind Ni hN)LOY,017 Dead+0.75 Rad Uva
Aa.)+0.75(0.8 MFRS WIM(Neg.id)Right);#18 Dead 4 0.75 Rod Dire(bal)+O75(0S MFRS Wind(Nag.Intl 1St Parallel);
419 Dead+0.75 Root Live goal.)+OJS(0.8 MFRS Wind(Net.Int)2nd Parellel).
3)This tress has been designed for a 10.0 psi bosom stud No Iran nonwncunent sign any other live loads.
4)'Tire buss has peen designed for a live lead of 200pef on me pottom tlwd in all areas waren a rectangle 36-0 tad by 2-0-0 side
ad Lt becas s r the Whom clod and anyoma membea.
5)Rotor to arms)for truss to 9usa connections.
6)Provide mechanics connection(by others)of these to bearing plate Lapses of art aaMing 191b uplift at joint 4 and JS Ib uplift at
jdat 2.
7)Use USE THD46(With 100 nails into Girder 810d nails into Thern or equivalent spaced at t 4 0 oc max adding at 1 6-12 from the
sal end to 2-992 to conned«aides)to front face of boom chord.
8)FlII at hell holes where faster is in contact wdh lumber.
9)In the LOAD CASE(S)section,leets applied to the few of the Muss are noted as Vont(F)or beck(B).
LOAD CASE(S) Standard
1)Dead+Roof Uve(balanced);Wmber Ines se=1.25,Plate Increase=1.25
Unlloms Weds('If)
Varc 1-160,4-5=20
Concentrated Louis(o)
Van:8=-203(F)9=2x(F)
IaNMa.YVXy MY{lnpvmt¢+aNaFAaINlTE4 Ca 11IB Ma MLLVOEa IfnEa afiiMNLE MOEM)6Am.14WNI6 eEiOK VSE
Fred eoNY�fNlek&cm�wa:bx.lMr#tl0nktx'utl WYup:•n ruanelerssMrxnxaMh(wmYxlWXxA GIdRgcpnpa¢ni.rot
xylem.Bebietre.t Ir.%Xptl wm�¢I vetlH ll�i%WkWrynlelea�tvaneleM1Wff-7IYYcwpa4R XMdesU�YOoanoyddl
,oaiNAam,.WMxPns al4�wlaiVci.Y��gV�mrn�hs PacaassafthoMe liV M eft."a,:taa2a.Ce Wen.eteexm mdda:rx.1 asox ondmax a.-xa4N5M.qualC >.a.Eul aaINa�mkm maade nae Lim hate YMMbe.zt e N I-meet.5)13 a t 2.A.[ VA m. imrya,fL ]3alo
Job T. Taw Type Ory RY
TB315138
10522TO T02 Roof Special 1
2 Job Relererce a tbnel
Building Component SulAb. Jacksonville,R 32256 0.010s Apr202016WTak IMWdse.lrc. Fn Aug 1915:20:072018 Pagel
ID:GWgrY s4e01EOYSX191EYyepy-zFx Wggx JnE8NHsa]Pa]2oNe4UKgZBF.g6MF48
-F40 6d�0 FB8 12893 1]83 22-11-0
1dL 54-0 258 4-11-5 0.11-5 52-13
Seals 141.4
Brevet
3.W 12 8,12 yq II
3 4 45= 46 10114=
7.10�-]x10= 1B 20 a ] 2t 3
r 3 d
14 13 12 11 10 B
OR= 4d'' 46 &12141831fi3= hunts GY II
4x5=
5+0 ]89 12613 1]89 2291E
54q 258 4115 4-Ild .13
Ma,O,Md(Xyl- 13'644 28115'088,6401188-2-00.2-0Lf/'02-002-01.181038Ed0e111003EEdgid 111'0-2i 0.201 It3.0-2-0OQ-01
LOADING(pet) &PACING 1+0 CSI. DEF- In (lac) VM W PLATE& GRIP
TCU- 40.0 Plate Chip DOL 1.00 TO 096 Vedgm) -0.5111-13 >. 240 W20 244/190
TOOL 10.0 Lumbar DOL 1.00 BC 073 VBdQL) 0.8111-13 a3tA] 10p M185HS 2441190
BCU- 0.0Rep St..Ina NO WB 0194 Hoi 0.07 9 Na Na
&CDL 5.0 Cods FBC2014RP120D] Matr1l Weight:21016 FT=20%
LUMBER- BRACING-
TOPCHORD 2X4SPN0.2 TOPCHORD Structural weer sheathing directly applied, expeptmid!warned..
BOT CHORD 2x4 BE SS'ExcapP BOTCHORD Rigid calling directly applied or 108-0 oc bracing.
412:2x4 SP N0.1
WEBS 2x4 SP No.3'Exrepf
413:2x4 SP Ni
REACTIONS, QNslm) 9=1034/05-8,2=1325/D-SB
Max Hoe 2=54(LC 12)
Max Uplift 9=-1KILO 9),2-227(LC 8)
FORCES. gb) Max.G[mplMax.Ten.-Ali forces 250(Ib)oz lees except omen shown.
TOP CHORD 23=-38441660,3d=100&182,513 4]9115,45=44811]3,SE=8DE9/1553,
6]=848011180,]B=do 43213,69=335. 11N-l1
GOT CHORD 2-14=-86]134]8,13-14=-143211,5-14 -1111S96-13,ta11=10,&111-
WEBS 7-14=-2]91153],3-5=-2]31/511,5-14=-0046494,613=dOT/1910,611=J1Y108,
7-1 1=471A,116,7 10-811173,8-10-7WI3865
NOTES,
1)2-dy man to be connected together with IW(0.131 b')mals as follows:
Top chortler corrected as follows:2x4-1 row as 678 oc.
So0om c orad camel as follows:2M-1 low at OS 0 01
Webs connected ser allows:2x4-1 row a 640x.
2)All loads are conatlared equally applied to all plies,except It noted se bond IF)or back IS)face In the LOAD CASE(S)section.Ply to
Fly corrections have been provided to distribute only loads rated are(F)or(B),unless olherAtse indicated.
3)Unbalanced roof we loads have been considered for 9gs design.
4)Vail ASCE 7-10;Vult=130mph ISsecondgust)Vand=101mph;TODL .0pah,BCDL�.Opd;h=25tt;Bd5tl;L44fl;Oevadq Cat.
11;Exp B;End..GCpL-0.18;MW FR5(dlredided and C-C Exhal 2)-tiO to 180,Interll 1-8U to 22-94 poll for
mambas and forces 8 MFRS for reactions shown;Lumber DOL=1 60 plate gap DOL=1 60
5)Provide adequate drainage to prevent water ponding.
6)All plates ars MT20 platOs unless otherwise indcated.
7)This truss hes been assigned for a 10.0 Paf bottom Mord live load noncoxurraM with any other live loads.
8)'This tau has been designed for a live load of 20.Opsf on the bottom Mord In all areas where a rectangle 380 tall by 2-0-0 Woe
will fit between the bottom Mord and any other members.
9)Provide meMenica connection(by others)of Wu to bearing plate capable of wphstanding 1821b uplift at joint B and 227 lb uplift at
joint 2.
10)Reagents)or other connection devlce(s)shall b0 provided sufficlent to support concentrated l0ad(s)60016 down and 14510 op at
7-7-12 an top chord The design%lection of such connection devices)is the respensibilily of tutees.
LOAD CASE(S) Standard!
WA.---
r 4"kp�AvarWxxxp aFxa Xa]f9IXIIXe M'OWCLYOfO MIEx/1394MCE PIae M]4Arw.nawVIJlS lafaaEVSE
WMnMUce wYY xBlH�crnrwcM.Ra tlalT4bia]aYYaR^' Wamders Nown.aM 41dm M11Nxd dAtltgcdnaxrenL rwl
byvlem.Beide IIn MMkp UeY9ruer meat vallN lax q%MCRiltY of WMT{�xxlers ant goxllY Fcwporare RhdeY,Fl hlolMovcrrll
geletlnn. Ba Jrg fMcdetl4lo pevenl[ucRlrg nlMNid 111mwea uM/d efwrtl memlursaYY Anttllba4lemWlW ma permMnrldslly
dwaySrepJleO briktalYmlbPrevenlcdl[xae MlnpMle parwMYJ'YaV'axcPalYdun�^. ria gerwrtl gLLbwe lepvWplM
lalxk: akn sldWe.rleMelY aeclknaddacMdlnnasamfmin MM3rru.w4f13a/WIIGWM1CrINM,DSBn aq aC9lNtlIq CmVurwe 4BW PaM FarIBM.
9dMy11WTC1Yn av3dxe M1dn lnm RdelWLre.RIe N.Iee STeel.9lle a12 Nexn,9h VR22311, henrys.EL affil.
doe tram Truax type Ory Pry li
TW15138'
10522T0 T02 Rool Special 1
?- Jab Rel 1 1 onell
Building Component Supply, Jackmnvllle,FI 32258 8.010 eTpr 202018 MiTek lMuslde4lm. Fe Aug 1g 15:20:012016 Pega2
I0:0o glyen4e01EOYS%?gldYyepy Fe WggzgJnE8NHsec6a120Ne4UKgZBFSmA "F48
LOADCASE(S) Standard
1)Dead♦Root Live(balanced):Lumber Increase=l.W,Plate Increase=1,00
Unit..Loads(pit)
Vert:1-3=81,34=-e1,"--67,9-15-1
Concentrated Loads(lb)
Vert 4-001)
QWIMMa'yuey bYengrcrvlv=rvpX[aO NOTEe ON]MIa M'a NCLfIaEa M]ER PEfEFiN[EPF4EMF ned"a ".77EUSE �r
la usa oMV Mlm Mle4Pimuwdw.c NsdeYq�e Aaeyuryn PaamolaxxM�m♦on:]rsldmYUAN[Nw[uldpgmmr1.1.o—1 `
Run umiur &+rnre��me lwra�deapna mal vetlh ll��cgakdWNoldeLg�Ivmielxrsa�0 go{nnv M:a{raule mhdr#In blo lneova�tll
nano eevn. Walla r•.xaleaem we�nl l,.WwnP nr k.swwna�wnbl«enact mamea.aev.aaarwna lam Pon v-o Pem—laaewd MiTek-
ldwoys�eglred b�alRiXymdbpevaa cdrye Mtn PcffiAe�artpW Yyu'/ad PCPenYdva�e. rq pww�ae�awe mT�ary mx
raQ'waXcmiWOTe.deWery.ae.lld .hp 11.N. M®ryalmY YMNWMIpYyIy UIYW,DSaMaq KL aukiq CaMa�unl I, rte aez1a
aytlyliipmoXpn avaQJe M1an Lu RONY'ceer+le.RIe N. STaet 9lle 312.Pwam3h VPYed11. ianpa BIL 33610
Job Trues Truss TypeOH PM
T9316139
10622TO T03 pool Special 1
2'Job Reference to Bona11
Bafidin,Comported Supply, Jadfiftb lie.832256 8.010 sApre02010MITe happrobies,Ilc. Fri Aug 101520:082016 PB991
ID:Ge0gry9NeDIEOYS%'I61dYyhpy-SSUbjMbRdaSm%s3 UUPLb'1QPg3NKUIVICYMF46
1J-0 860 ]-90 12-613 1P03 2241L
14A 69U 1-b0 411-5 4-0td 52-13
Bctles 1A1.4
stood
3W 12 69 3x4 II
3 4
46= 46= 5x12=
]xlD= to z3 s ] 21 e
1e
Y
14 13 f2 it fig 0
3,E= 46= 41 3x12fiftin = 5x12= 2ap
46-
6bo
7.&0 12613 1]-03 xz-110
66o 1-141 _..- 4-11-5 4-ns sz-13
Plate OBse6(XY)- 13:OL0.42-12j.15:0&12,0412L B:P2-0.0.2-o7,V:0.2-0o-2-0118'0.2-00.2EL 11P42-00-2-BLfltP2i P2-07113'0-2-00.2-0I 114'tr2-12 P2-ol
LOADI
N
G
(no SPACING Id OSI. DEFL in (1.) Solid Ud PLATES GRIP
TCU- 40.0 PIale Odp COL lA0 TC 0.85 Ved(U-) -0.5511-13 >500 240 Woo 244/190
TCDL 180 Lumber DOL 1.00 BC 0.]9 VeMTL) -0.8611-13 >319 180 M19SHS 244/190
BOLL 0.0 ' flet Stress 1. NO WB 0.84 Horz(TLI 0.06 9 Ne Ne
BCDL 5.0 Code FBCNI1 P1200] Matdx-MS Weight:207 In FT=20%
LUMBER- BRACING-
TOP
RACINGTOP CHORD 2x4 SP No.2'Except' TOPCHORD Struomel wood stlerlNng dlleo6y applied or 3-Pro oc pudine
5-S2x4 SPNo.1 except weyedfpds.
BOTCHORD 2x4 SP No.1'ExcepP BOTCHORD Rigid ceiling dlreelly sphere!or 100-0 oc bredrg.
2-12:2x4 SP SS
WEBS 2x4 SP ari'Exced'
4-13:2x4 SP No.2
REACTIONS. (Ihraze) 9=103MP56,2=1325 -5-8
Max Holz 2_]3(LC 12)
Mex Uplift 2-182(LG 9),2=222j-C 8)
FORCES. (ICI-Mem COmpMax.Ten.-All tomes 250 gb)orless evept Mien shown.
TOPCHORD 2 -360954],3-0=fi12/102,519=858/185,4-5.0131186,:>@-899N1]38,
6]=6524/120],]-8=-408M20,8-2-9]9/191
BOTCHORD 2-14=6]2/3430.13-14=18069252,11-19=120]5524.1411=]2W4090
WEBS 114=68YJ685,3-5=-3858?J1,S1L--13132/1191,61�-54Y2505,8-11_3881101,
]-1b489y249],]-10=B1DP4,61 ]059943
NOTES
1)2-plytJ tobeconnectedtagemerMh100(0.131W)nailsas Ideas
Top CWrds ponneded as follows:2x4-1 row at 0-7-0be
Bottom phos s Wmecled as follows:2x4-1 row AI P9-0 oc.
Water connected as follows:2x4 1 row at 0d-0 oc.
2)All IOads are considered egualty applied to all filled,except It noted be trail(F)or back(8)tate In MIS LOAD CASE(S)s re lon.Ply to
ply eanmeetlons M1ave been providetl to distribute only loads feted AS(F)or(B),unless othenNde Indlcaled,
3)Unbalanced root 11ve loads have been considered for MIS design.
4)Wind:ASCE 7-10;Vult=l Wmph(3aewnd grad)Vasil O mph;TOOLd.apaC BCDI_3.0pst fe25ft;B=1511; --24fy save=oft;Cal.
11;Ex,B;Encl.,GGo=GAS;MFRS(directional)and 0 EadeOor(2)-14-0 to 16 0,lnmhogl)I BC to 22-94 zSmC C for
members add forces&MFRS for reactions shown,Lumber DOL--160 plan gine DOL=1.60
5)Provide Scagude drainage to prevent wrier pending.
BI All plates are W20 plaice Unless Dlherwtser Indicated.
])Tins buss has been designed for a 10.0 pat bottom chord Ilse load nonoacunent Win any other Ilve loads.
8)'This Jobe has been designed fora live loatl of 2C0psf ph the bollom chord in all areas were a rectangle 380 tell by 2-0-0Aide
All fit Uewleen the bottom prion and any other members.
9)Provitle mechanical connection(by orders)of More to bearing plate merge of withstanding 182 I0 uplift at joint 9 and 222 lb Jello at
joint 2.
10)HoWer(s)or other considered devices)shall be treadetl sumdent to support eem enteted IoaQs)Me In down and 145 M Up at
7-7-12 on top chord The designmelei of such monseion morcels)is the resporsibfile,of doers.
LOAD CASE(S) Standard
AWIMMO�ywSy~P'wwrwr/=ssUnom SUTEd ON mir9..a'CLYUE SneaaEFERPNCE PA0E Si esandflF101IE U9E
Dsfign WNfilo¢MY`x11hsuese-nrcaw.c INstleL{phlxaetlaYYugnIxxwnurnn]cowry mJhWmh]M1pwl GYcky a.xanpventcol
M1rmiyslem�Iwe uw.iMrbWlgdeil9rer mull verlN lrx'gFik:eWlN elcNtlgr paanalersax][xoperlV MorIXaale mhdaur nb lie ow[a
WCYp de]pn ®«app oaasd k to aeuenl rotary or YtivMMM mu w x,'orc"d mer ra cos .AUd1M✓l temporwymanex,wwntd�ng M k'
e Wlgsrepeed b�dttApyaulbpaYbnlcdlgxr Wthe oermrie rarvmawmedv rmrme. ror9wlwdpklmca reguJp fie
rrYMco1bl51crarea .�wery dsllmm]tlmMo(maPdOMMmwdelm t�lWVIN14kdMerPeMaeadYTd 5LL W4]npCanparwnl eta IS.EW BM.
SdMylemwtlon wXtleM1an lrrn Rale MM11e.RIB N Lee9real.Axle 312 Neaatll3 Vh Y1314. TenP0.FL aw0
JobT93151N
Truss Trusslwo ON My
10522TO T03 Root Special 1
2 job R.,imme(b uMR
Building Complaint Supply, JeckwnWlle,Fl32258 BD10a 9ldYyI01 .WTbkAhbR ies,lnc. UUPL191530 KUIVI8 PBAe2
ID:GbOgry9sb01E0YSX181 dVNmY'SSUb(AWRMSm%s3CJUUPLb?YLPp3NNUlYCYymF0.5
LOAD CASE(S) Standard!
1)Deed+Root five(balanced):Lumber Increase=lAq Plate Increase-1.00
Uniform Loads ggt)
Ver:1-3=67,34=67,5�67,9-15=-]
Gmce0trWW Loads(1b)
Ver:4-600
WANNWa.VwodW,pwRninm W REA awrEs0RTM5ARVML ARDAMEAARRAAN PAGEMP 7MA rP9YNIaa60NE Yee
Ce5Vn uvLar«uie«YVHm NMIek€:e«nxx:l«x eia<le9p�a Wsetl My EWn Vr[xnblmi Nnwt«ufalu a�n✓JIMW[II MJInR,—mwnL roi •
IllasnY+kim Pelee in¢Lill]"tlefyw mel Venn Rn4KEd#M —AA
rb«n in— A,, hcw{waR mkdsbn Yllolbeo A
dAO =ad Jplydtaledklowovenllxiomadnuwwdna¢wabow/«cMtlmemlas«YVoaei NmP«W«�tlp«aarcnld¢Fy M�Tek
h Gwnh leOaeO MAao9nYa'dro PSRmcW4+a MIN>-�e�v✓1 tVAYm]aR`eMVM��e. l«pan«tl pXMce�dNUlq ma 6BW
FL]Peke E.,o .
mcrnnrL rorzga.mlNwv.«bownale I+wneol mmma m®m ir+..:aouwulnl w+Mul.nb,ose.eema ca mumco�wAw�l
a�IY IrMnOXOn aVmlle nan ln6R.A'IePWPM.41e NLae5hae1.5J6314.Na+aWl1VRY1]I<. ierrye. RIO
Jab TnBS TDARTYps Oty P1f
T9315140
MUM T04 HALFHIP 3 t
'J D Raleran (D tbrell
BUMinp Component Su9JedoronF3256 A20206Mul IMFA191206Pogt
IO:GWyryPoEOYettlYyp - niDwlyCfRFMpYP %bBUjPFHTymFH
-0d-0 41-1
78-d No" 1h415 2211-0
F40 41-1 38-] SL1 NPS 5-1-0
Sule=f 12.2
Bp 'ul
3,00 f2 84 II
4
'� 4x5% ass- 4ss= Oto-
ie 3 R 20 21 8 ] 22 8
I 18-
u t3 1r It t0 8
45 4,5- 45 WE Mf&VE 410 es
45=
N-1 ]Ad t2t09 t>Lt5 TV
bl-1 384 SI-1 4114 St-1
Plat Ottae (XVI- 12'0.210.2-0I IS' G60116:0.2-00.20L LT0.2 02-01 IB'0340-2-0L 110'0340-2-O111Y0-2-4P2-0I 113'0-2062-0I
LOADING(pet) SPAG 400 CSI. DEFL In (Incl "I W PLATES GRIP
TCLL 40.0 Plater Grip DOL 100 TC 0.93 Verb -0.6611-13 >413 200 Nf120 240/190
TCDL 10A Umber DOL 1.00 BC ON Ver(TL) -1.0411-13 >263 180 M18SHS 244190
BOLL 0.0Pep Stress In. NO WE 0.87 HmzQL) 0.10 9 we We
BCDL 5.0 Cora FBC20f411n12007 Nardi Weight:IN lb FT=20%
LUMBER- BRACINO-
TOPCHORD 2x4SPNo.2'Excej TOPCHOPD SVudual xoodsheetbilgdrecllyapplleU or 1-11-12apurins,
58:2114 SP SS except entl verticals.
BOTCHORD ltd SPSS BOTOHORD R1gMceililgtlimG1yepplleror6-5u0wbmc1llg.
WEBS WSPNo.3'Excepl'
4-13:2x4 SP 140.1,7-11,610:2x4 SP No.2
REACTIONS. (IWsize) W759/0.5E,2,96120.5-8
Max Hi 2=58(LC 12)
Max Uplift P_-1 MILO 9),2=1 58(1-C 0)
FORCES. (Ib)-Max Comp.Mlm.Ten.-All forces,250(to)or less except when shown.
TOPCHORD 2-3-2608322,3d=0&UBt,5-1 3i 4- 431/114.5£-5649/1201,
67=4644925,73=2929/582,8-9=721/149
BOT CHORD 2-14=-5542491,13-14=109&5112,11 1412&4644,10-11=562/2929
WEBS 314=-11]/635,3-5=20A//43,5-14=-2]01/%55,6-13=-28V1256,6-11=315086,
711=-37N1753,7-10-591/135.8-10=SW2139
NOTES
1)Unbalances food five loads fires,been considered forthis design.
2)WDM:ASCE 7-10;Vult=lWmph(3second gust)Vaal=101mph;TCDL=5.DNf;BCDL=3.0ps1;fk251t;B-451t;L-P411;eav3=41t;Cat.
11;Elm B;End,GGpi=0.181 MFRS(directional)and C ExNMr(2)-14-0 to 180,predrill t-60 to 22-94 EanaC-C for
members what torces 6 MFRS for reactions shown;Lumber DOL=1 BO plate gnp OOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates ere MTM plates unless otherwise Indicated.
5)This truss has been designetl for a 10.0 psf botlan chord five load nonconcultent with any other live Toads.
6)'This than has been resigned fora five load of 20.0psf on the domain chord in all areas when a rectangle 3.60 Mll 4 2-00 wMe
will fit between Me bottom chord and my other members.
7)Pmvlde mechanical connection(by oll of imss to OaaMg plata Well of WilhstaMing 13410 uplift at joint 9 and 158 to Uplift at
Idni 2.
8)Hmgens)or other covnectlon device(s)shall he provided sullfclem to support cornermated load(s)AM to down and 9710 up at
79-12 on top dread. The d8sigodseledlon of suc11 conneGion devlce(s)Is the responsibility of Others.
LOAD CASE(S) Standard
1)Dead a Roof Live Malerwed):Lumber Increase=1.00,Plato lnchease=1.00
Uviform Loads(pit)
Vert:14=-50,S-8-50,9 15-5
Concentrated Loads Ob)
Ven:4=4()G
Q WA/ININ Yerr4'4alpnpremelux who READ NO]Ee ON THAS WC NCLUDED Amaral.abOaW)IAm'.Is,AARII aE7p-L
wlltllawe MYrrlT MIx4®curecias.Rkda9pn 6ORM wYV up=n peranelers Lwun.mlis Iry mYYJFJAin'dWYrid canrrorrein mi
biwiw-. Arae ire.IM OJKKor Mrbttx ural-Ary frw nufa lry xr MApi Ve A..and gMw4w lnc x.Me dxd3nlnb IOe oveml
i49de42n. ®acrd hdkole[Iklx g6vmiGu:IM1Mq orIMh4]W Rua wnl,nel/wcMrOmemOni WY.PIX4MXq IemWWa'A[»mimsm Or6bYl Mi ek'
hdwaya replaO rorNdMevoaalowevmicalarss Mtn mcYAecersav9 Wuy oat aopem aTraDe. I.,raolgutlmco,di g nw
weress lilaax.�MaWeucBmax]lvw.figot orae Leo nn Mlx tp.Ai 9/MIfYw'MV CWxIo,DH-09aM BCBI BUMnOCeaWaexl 68-00 Gerd EW BM.
yyery Wgnrubn w[IdLe M1pn lore hole tmMi0e.218 N.lee BM1cel.Slk]12 NemrAIa VRYCfIE. Tenpa.FL 3Y1p
Jgb Tam Trim Type Ory %Y
9315141
t0eal TO5 HiD GINer 1 1 "
'Job Reasnal O banal)
Buill COlrameM Supply, Ja Pernvllla,Fl=5118.010 6 Mr2020m Ali TdMount Inc. Flt Arg 191530:1 D2016 Papel
IDGO0q
ry8s E0YSx?91dYybpy-Og LesiaE9p?MRKkWyU gVerFjx�4Ke_gHRymW
-14
0
3 PO P40 BdO P30
110 3P0 2d4 3P0 1.40
Sole=
1:20.8
NALEo SPAPPl
45- Nall 4xS-
4 23 6
amlp
she 0' se8.
3 8
`n
]
z
a I$
1
D 4 e
94 II ruaEo x411
410 II SpmMl 'CK`°I 4610 II
064 3d0 540 ]P13 I
pe♦ 2bt2 2dO 2312 P84 '
Plata Offeadfir(XV) 12 Edg 11]'080 Etlgal
LOADING(pal) SPACING 200 CSI. DER In got) vasm Do PLATES GRIP
TCLL 20.0 PMte Grip DOL 1.25 TC 0.19 Voll 0.01 410 >989 240 W20 24,190
TCDL 10.0 Lunber0OL 1.25 BC 0.18 Val -0.02 10 >988 180
BCU 0.0 ' Rep Slreas Inch NO WB 0.03 Horz(TL) 0.01 ] na We
BCDL 10.0 Code FBC2014/TPp10W MaMx-MS We
451E FT=20%
LUMBEW BRACING
TOP CHORD 2x4 SP No.2 TOPCHORD Spudded eand shathlrg tiredly sppliad or 600 om PUMns.
BOT CHORD 2x4 SP NP2 BOT CHORD RIgW ceiling directly applied or 1040 oc final
WEBS 2x4 SP No.3
SLIDER Left 2xS SP No.21E-0,Right 21Q SP No.2I
REACTIONS. (IhAidd 2=39TM3A,]�]6438
Max Hoa 2=36(LC 31)
Max Uplift 2=-214(LC 8),7-227(LC 8)
FORCES. (Ib)-Max.GompJMax.Ten.-All formal 250 pb)or lore except Mien storm.
NOTES-
t1 Unbalanced roof live loads nave been cons shared for this design.
2)Wind ASIDE 740;Vtlt=f 30mph(3secordl gul Vaed=101mph;TCDL3.0pai;BCD"OfteC R25ft;B= Ift L=24I;eave=4ft;Cat.
It;EV B;End.,GQYi A8;MFRS(directional);cantilever left and tight espoused;porch left and tight exceed;Lumber DOL=190
plate i DOIL1 So
3)Provide adequate drainage to prevent water ponding.
4)This Was has been designed for a 100 part oudom dead Ilve load nmwnlcunent Mm any other live loads.
5)-TMs flues hes been designed for a Ill load of 20.0pst on the bmlom d1oW In Al areas Mem a rectangle 3401a11 by 240 able
Mil fit belxaen the bolan decd aou any other members.
e)Pmvtda maGenical conneclion(by oll d Wes to beating plate capable of Mdlslandirg 2141E uplift At Join 2 and 227 Ib uplift at
joint].
7)'NAILED'Iadcates 3104(0A48i or 3-12d(O148YJ25)toenails.For more delols hoer to MfTek9 ST-TOENAIL Detail.
8)Hangeh(s)or other connetim Otani shat be prodded sufficient W sul concentrated loadpo 103 to down am 161 Ib up
5d-0 on tap could,and 54 to dam and W lb up at 300,and 541E doer and 631b up at 534 on b-ttom clerd. The
deslgnuslei of such wnMotion cc,%A e)ie Me raspmaibllity of-ghouls.
9)In the LOAD CASE(S)section,loatls applied to the tate Of the loss ere noted as firm[IF)or bad(B).
LOAD CASE(S) Standard
1)Dead+Root Uva(blamed):Lumber Increase=l 25,Plate Increase=l 25
Uniform Loads(pit)
Ven:Id= ,4-5=L0,541=-30,11-i]-20
Coroentraled Loads IS)
Ven:5=48(B)t01Il=4(B)24--4(B)
Q WIINN- VerXY awlpn p,wMue e+4 aE1a M-TEaPig 1ne 1a-.1...aEFE .IA..1A?s m.mO Is 96Oem At
umfon v3]tdu.¢om On Areas cavecic,x endear b ho-oc Y upon rnroneters Swwn.aur 5 la m MMNMd WNp—n-Oni,rot
Nam Mtem.Berge u¢,IM hosoup dmbrµx mud-Afy.no,s uMN or Wtlm l>A .m.aN phi ewor .H lib fapn Mb Re waall MITek'
PAl dodo,. aacegkvfoluerh Io gevani Mic."a dMd.LwwebaN/w c.n mem.w' PdaA—A oni a'A l�mxnenl d-np
atlwaM1 reµYretl la sM.4Mmtl to pevenrcWgte will lTMNe(»ifr/vJ tVuYUM IXopedy d>rna9e. In�rewl gJdarce repaCYq IM aaW Fe,4 EW BNtl.
edtoan",delxery aeClM aMdWrx{orin�saWlnmryslem;eaVEV/1%I YMMyMxIu.DaaHaM eCA euMrpewnWnenl Terrya.FL 9aa10
Acton M.A.avd4ie ken Iru FdN YUXMe.11e a.Nee Au-I—'o2.Lbra✓Jb VP V"A
Job Tess Three Type ON Ply
T0151Q
10522T0 TOB Colman 1 1
Job Refe2016 th I TO o ebMl
Building Component SlgpN, Jeduarville,FI32258 eDa
1Ap12020h6MIk lMusITjYHgam. RilAW 19 BI"540:11NkNpiyge1
ID:Go0g1Y9s4eMEOYSX491dYytrpy-s1AILGIiYHgMbd1P1B1zDIpFOBGiImAlkNprymFd2
42L & 9
1-0-0 42-0 62-04-0 t1O
lkmle.l2..a
415 II
4
4FI-2 - 22sag
6
6
Te
II
Sae II ads II
664 420 T-&t2 yea
464 &1-lz 3-7-12 - 0.64'
P& OtaM (%,V)- 120.1-80. - 116Oi-0g+R
LOADING(peR SPACING- 240 CSI. OEFL In goon) heart UU PLATES GRIP
TGLL 20.8 %Ne GOP DOL 1.25 TC 0.1J Ved(LL) -0.Ol S >fiBB 290 MT20 2HY180
TCDL 10.0 Limber DOL 1.25 BC 0.10 Vad(TL) -0.01 S >999 180
BCU- 0.0 ' Rep Shares met YES An
0.04 H.rz(TL) 0.00 6 Ne Na
SCOL 10.0 CO Os FBC20141TPI200T Mainx-MS Weigh:4410 FT N%
LUMBER- BRACING-
TOPCHORD 20 SP No.2 TOPCHORD SocWrel mood sheathing Imelly applled.16-0-0 op purlins.
BOTCHORD 20 SP No.2 BOTCHORD Rigid calling directly applied or 1040 m banding.
WEBS 2x4 SP No.3
SLIDER Le112x8 SP No.2 1-6 0,Right 2x8 SP No 21-6-0
REACT(ONS. plesta) 2413 18,6=41310-341
Mex Horz 2=45(LG 101
Max Uplift 2=-165(LC 12),6-165(LC 12)
FORCES. (lb)-Max CaneNair.Ten.-All forces 250(lb)or less except wren shaw0.
NOTES
1)UMalamad mol Ilya loads have been emancered for eta design.
2)Wend:ASCE 240;Vdb130mph(3second gust)Vasil=101 mph;TCOL-S.Opsl;BCDL=S.Opd;Ie2511;B,tSf:-=248;eave_4t;Gal.
H;Exp B;End.,GCpIT.18;MFRS(directioug and C-C Estedor(2)-144 t0180.Intmor(1)t-60 to 42-0,Exheabr(2)4-2-010
74-13 zone;cava esser 10 and right elmmad;porch leg and right exosad;G-G for members and forms I4 MFRS for macelons
ahovm;Wmber DOL=1.W plate pill,DOL=1.E0
3)Tis muss has Dem designetl fm a 10.0 psf emom Ma d!five land nmmncurrent Whin my other live loads.
4)•This erose has been designed for a live land of 20Dedf on ft bottom Mond in all areas miss a rectange 3B tNl by 2-0-0 arms
WHOM between the botom chond and any other members.
5)PmNde mechanical connecllon(by oltent)of buss to bearing plata capable of aroma ni ing 1651b upllt.1).mi 2 and 1651b uplllt at
johm 6.
l �Wa aNM. VUYIy bYpnpvamelart mCPFJO X.rEe ON nILSIMO IHCLU.E.MIIEh(a6ENWfa PI.EMi]4Am.IWYNI6 aeF.eEUas
Nae valltl loo use eNy WT ailaW wmreclmc IIYs.e9yi x Iw¢vl eWY u(vn axxdnalenslwm dila W
on
RMAiwI WOLgoomgywnl.ml
alnmryelem �Ide us.IM bYMMIdeWaea maul mhlry Bx,g4xk,LilNo1<MSe�Wdaelersrntl gogxlY FcagaolelMd�aFaolMmwtll
donne aa4aa. amaB neorneaemgeeealMKuuv oaxNw+a.4 narsweowal«.load mem6E•Yea+r.pblvaa'uhRmmwahuaam,dam aoahp �(•
s wlw+reWaea w.hmwrdwlogevamoahaawm maAhe.aaoad kyry da goPealy donate. nor Bereaneadd�a aeBoatwlla sot taro FMBN4.
o-4xkaex,.ridoae.tYBrery.eaaovond�a as<mBollh�nmaalahsmem.+aa'anhmll wryen.agwa.evwa kesh eohaahPe.anwah.nl
sorry hdmneM a.ama eda the Hake k¢BNK.RIe N.tee srcaea.wwnl2 asaaalo.vA znla. reap..a axlo
Job Tn de Tlus Type Oty Pty
T9315143
10522T0 TO] Gammon S"mil Gado 1 1
'J b R 6 (o toreD
BuildingComponent Supply. Jatlwomlle,F32258 16 fil InJUPo 19 15,20:12 2b Poge1
ID:Go0gny40EOYMIBIdYytrp .KDZUWXFBMP9OBmhdMwPWxWmF41
-1d-0 658 12-11-0 1430
1d-0 6S6 a'S6 1'4'0
Scele126.0
5x8=
B
8
8 to
x
s
6.00 12 S9 II 12 bS II
3
3
14
5
Li
am II 24 23 22 21 MI 19 16 17 16 yp II g
12-I1-0
PIM 0116eas DCY)-- 13:0.514."-121.113.'0- 04112E I14'EOpa 0-2-127
LOADING(ys) SPACING- 200 CSL DEFL In (I.) valefi Ud PLATES GRIP
TOLL 20L Plate Grp DOL 1.25 TO 0.10 Vad(LL) -0.W 15 dr, 120 "1 2WN
TCDL 10.0 Limber DOL 1.25 BC 0,02 VW(TL) -0.011 15 Nr 120
BCLL 0.0Red Stress and YES WB 0.0 Horz(TL) 0.00 14 Na ala
BCDL 10.0 Code FBC2014/TPll Metrix-S Well 73 to F7=20%
LUMBER- BRACING
TOP CHORD 2x4 SP Na.2 TOPCHORD Stmdumi wood sheathing drec6y,apparel ole-0-0as Parma.
BOTCHORD 2x45P No.2 BOTCHORD Rigid telling directly applied or 160-0 oc bredng.
OTHERS 2x4 SP No.3
REACTIONS. Allbearnfi 12-11-0.
(Ib)- Max Horz 2=598 11)
Mar UpN MIWImtWmoraessatfmm(s)2,14,21,22,23,24,19,18,17,16
Mail Allreacbans2Wlborlessatpint(s)2,14,20,21,22,23,24,19,18,1],18
FORCES. (0)-Max Comp Mtax.Tan.-Alllor s2W(lb)orleesexceplwfNnsovm.
NOTES
1)Unbalanced rod five loads h been m iWd lorthls design.
2)Wind:ASCE]-10;VUt=1130mph(3..nd gust)Veld=101mph;TCDL=50W;BCDLd.opal;F 5g;BA5ft;L=2411;eeva2X;Cel.
ll;Em B;End.,GCpa�O.18;MFRS(drectionai)and C-C ComsR3)-id-0 to 1-",Exlarbr(P)1-8-010 6-58,Content&5-e to
458 whi for members and forces&MFRS for reactions shown;Lumber DOL=1 BD plate gnp DOL=1.60
3)Tru design forwmdloadslnthepimeoltf tmsaonay For Mt exposedbwlnl(ngmallo Neface),see SWa rdlndustor
Gable End Ddells as applicable,or mrlsult qualllled building designator per ANSIRPI 1,
4)All plates are 2x4 MT2o unless dberwise Indicated,
5)Gable requires cedlnul bottom choral beznng.
6)Gable studs spaced at 14-0 00.
7)This truss hes been aleslgned for a 100 Pef bonen coral Ilve load nonconturrant Ago any,other Ilve loads.
8)-This truss hes been designed for a dye load of 20.0pst on the bdlom chord In all areae where a rectangle 3fi Up by 2-0-0 wide
all fit betY•men the Dram coal and any otter members.
9)Sell Nockbg is terminal an olh Wes of the Wass at,hufte,2.
10)Pmvlde firsom cal connection(by doughy)of away to bearing plate capable of wlthdanding 1 O he uplift at lohire)2,14,21,22,23,
24,19.18.17,16
Awrgual xmy4..yO pa,munert aM aE<OMaIES aNTXISPNatlICLWm MnENaEFEFP NCEVPGEMF10Am."o""m
b,pgr.1 nae run.11 M1elPWc tis.misaW(#Iknnxtl on,u,Wrcn,elen Sown rtvinloimYNMdra MNd�V cwnWrent rot
nual sten, telae N.11 ..to phi.nr¢l valh 1 ¢fikcAMlNunalign[vanelersaW on,
MgMra OeYanlnlo dna ovartW
d4419tlad9n w¢FgfMcde[laloprevenl WClfidalMh4dliuuweU Wfluctrro mem[aswYY�FtllMVE lemgNayaNb4'np ek'
eW.mwm[.. iFYYl1—fi gevenlcdl¢•Mm Pa�JamwMFwxymlgopeM dana�. fagxrerd gMace rep16g 6'e Ba04 hxn Htl�.
daay slua]e.eleFerY.erecMOtl n'acYq Ilnme[aMlart..,4ne/,ttl/MI QXMVCMM,plld9mrl lC91WMMOamNanO
fyNyydpmWpn wYysM M1om Im Rab FaYMe.218 N.Lee5Tee1.SIby1R.Neaagb.VPZYf Id. Tnr,FL SMIO
Job Truss Trim Typa Ory Ply
T93161H
10522TO Toe RDd Based I 11,1
Job Reference lcoVonNl
Bullring Component Suppy. Jecksamille,FlMIN 0.Of0aPpr20dYOWTHTmgkMeXNII. MAlg 1915'P0;1320fe Pagel
ID:Go0p1y9s1e01EOYS%tetdYybpyaPHTmtlkF9%Ostl0]H16Oyh3]lood DUb1ymF40
U4-0 10.0 4?e 860 1596 1640 184-0 2080
1+0 1-PO 3-2E SSB
116 32-0 L00 1+0
Sul.=19].0
56=
5
NAIED 24
6.00 12 &+2 e�6_ �_ &12=
3 6 WILED
I 6
e Id d
+s +4 +3 t2 11 +o
se li 24 11 fres 412 � = 46=
h II
3pxil two 11
of
SpsJel
coo aza Pao ts19 130-0 l..
1d0 P2E SSB SSB 32. 1-0-0
P 1 Ohsels(%YH- I -2i 0.1-1 L 13'tr5;!Edgal 1]'859 Ed I IB:P2i 62-8)
LOADING(p� SPACING 2-0-0 061. DEFI- in (lac) Udafl W PLATES GRIP
TGLL 20.0 Plate Grip DOL 1.25 TO 0.46 Voll -0.1311-19 >999 210 MT20 2WIM
TCDL 10.0 Lumbar DOL 1.25 BG 0. VedQL) 0.3411-19 �fi91 1B0 MT20HS 18]1143
BCLL 0.0 ' Rap Stress met YES WB 0.93 =WL) all 8 Ne Na
BCDL 10.0 Code FBCnl1 P120o] Metrix-MS WN Pt 10411, FT=20%
LUMBER- BRACING
TOP CHORD 24 SP No.2 TOPCHORD Structural wood sfwithin,directly applied or 3-41300 pullns.
BOTCHORD 2x4 SP N0.2 BOT CHORD Rigid caiing directly applied or 9-36 oc brecilg.
WEBS 24 SP No.3
SLIDER Left 2W SP No.21-2-9,Right 2x8 SP No.21-2A
REACTIONS. (INslze) 2=8236-58,8=82300-5-8
Max Harz 2=64(LC 11)
Max UpIM 2=-153(L012).Ill53(LC 12)
FORCES. (10) Ma%Canp./Max.Ten.-Allforces250(lb)mleesaxceptwfienahown.
TOP CHORD 2-1-2] 3,34=-2263/432,4-5=-12081251,"-12030251,4]=-22831432.
]-8=-2]0463
BOT CHORD 2-15=- 391 3,14-15-115935,13-14-399@334,11-13=4 !sol 10-11=-11 Ell
4104-11 W13
WEBS 314=-2BN1615.414-Slol55,4-13-1321297,513-59/668,413=-13M97.
411=-5(r&155,]-11=-286/1615
NOTES
1)Unbalanced mW Ilya Ideas lawe been consiflored for hW de rt
2)Wind.ASCE 7-10;Vdt=l3ornph(35econd gust)Vasd=101mph;TCDL=S.Cpd;BCDL=5Opal;825X;B=46ft;L2411;caw-Ift;Cat.
II;Exp B;From.,GCplF0.18;MFRS(directional antl G-0 ENedOr(2)-1-4-0 to 4-21,,Interil4 2-810 M-0,EkNdor(2)9-S-0to
12-8-0,Intormin)15-141 to 1644)zone;0-C for members and fomes S MFRS far reedione shown;Lumber DOL-1.60 plate gdp
DOLr160
3)Protide adequate drainage to prevent water ponding.
4)At plates are MT20 plates unless omens.indicated.
5)This hu%has been designed dor a 100 of Whom chard live load nonconsam em Win anyoMe,If.loads.
6)-This truss has been designed for a live load of 20 ppd on to bohom Mnd in all areas were a rectangle 360 tell by 2-0-0 Wtls
will lit between the Italian chain an0 any Me,members.
7)Protide mechanical cormedlon(by othem)of Huss to bearing plate capable of Wihstalldng 10016 uplift at jdnt(s)except gtdb)
2--153,8=153.
8)'NAILED'Indicates 3-116(0.148'x3')or 3-1 2d(0.148'x3.25')too nails,For more details most to MITek's ST-TOENAIL Derail.
9)Hangars)or other connection desce(s)shell be prosided suflanint to support concentrated lmod(s)2216 dowm and 3216 up at
1-00,and 2210 down and 3210 up at 143-0 on bottom Mord Tire deslgroseledlon of such connection dersai(s)Is to
responsibility d others.
10)In hie LOAD CASE(S)seolim,loads appear to the face of the truss are noted as front(F)or beck(B).
LOAD CASE(S) Standard
1)Dead♦Rood Use(GalanLumber Iincrease-1.25,Plate Increase-125
W4 RNNF VxNy Mwenprmn�xam4BE1a XOEEe OH IXIa RXO MCLVOEO wXEY aEIERINCEPGOEEw]OAne IOIIYNISBEfOREVSE.
nnj9 WItl lows Myu11h INleka�mnreeluc RAMat�K[+sutonlYu{vn gsanefanYiown.aMhfw wtivLWYd Wrtlliy mm{wrenf.col
ftielem
WonPelwe N9.IMbuWrp UeSLlm mill veilN lin gTAkdYMry nl R4p�t*aw�ielwiarvJ go�tlY YwaryxaR lKOe4Jn pie ife evn�dl
da3 dea9n. ®Rip Yticaletlhlo gevenlWCMgoIYRvLd MmweItaM/aeMtl manbersaYYXOdIMxwllemµaymtl FennwWaMaYp ek•
ldwWf�aQAed Ia 512iIMmd bgevwa`NI4bwM�MX4e W�a�'-I'YVwVa'AgcgM Wnye. fc pdw�d PA�se�A]WaW fie
7
fkea, rL Slwopa.Hway.theclknlrlm. Y9dhwvantllnms.Ta Ie.VIWIF+I A..IMM.OLd9 m4 CLMtlgpuT..Wa ' n1,Ecol Betl.
3Y.yYMmOM.na'/yQJshwn In®%aMYa11�M.RIRN.lee Sleet 9116J12 NeiwaLM.VP2R311. a- FL 3]810
Job Tma T.TYPO 'ION Ply
TW151M
10522T0 TOB %of Special 1 i
_ IJOD Pale Mll QK 1p =n
Sultlinp Component SUDPN. Jetluonville,FI32258 - 0.01OFp1202010MITek IMI&FOXNII "Pup ID1520:132016Pepe2
ID:GOOgrype4e01E0YS%981tlYYIryyaPNTmtlkFp%OsllO'fs4MOlytl3]CkOI.3tl10U1mymF40
LORD CRSE(5) Sl.de
Uniform LOMB(pll)
Ven:1-3-60,34=00,0.5=5Q&B W.67-b .7-"0,1620=-20
D eMmtM LOatla Ob)
Vert 3=31(F))--91(F)
Y WdPNW6-Vxlry OMy�pxurMm.n]NEIp NOFE9 OIl FM5dNU X1[LUDEO MIIEN NEFENdNCE p40EIM1)0]lne 1p9YlOI56EFONEUEE ��
pNpn Wla lw uv eNy MIIH&wnredon.Rk MN{mRM1xn]orAYNxm{uortieie¢tMwm.aM alamhMWrtl b.eNy mm{wrenVwl
ahimiplem.Belaeue.nre Mytl�Ml aeypal muS oa11y1MgghaLellyoltlaLLen VvamlursTa wroanY hmmeu�aR Ixk Oen hlo tte ownyl
Gllaq . 6«xglMkaleOkNPwd�ItucNMa11MM]wI1l�mwebmNa cM�amxmbarsoNV.MMbvl lempuW VMw'Uxaenll��afYl MiTek
aawm+nwea lx LdMllyaNlo weyWn=ow.we wnnl>wyde pxmxanpEv�NwawMp�xroe. x«eaxx�d p�mr:e�eea�aP lne ,xe Ea.�ax1.
mxnnox.so,we.aahnrv.ereemn nw INwn o1 nuyesaa IIU,s.MW xa.+x4NUFm1 walM cm.a.ma-n a.a acv al+u'w coliwN«+
svwv hkoWIWIWIawmeaom mmpwlelMllub.zlax.l®meet syleelz Fra.«nm vnnala. eta 1x�
Job hum Truss Type Ory PN
T93151 A5
10522TO TOB Ran[Spedal 1 1
Job M16MI eKInduraO
Bulltl'mg Component SuppN. J¢kaomille,Fl322W B.0IDSApr202016MITek IINUMriea InsFri. tB16di0:142U18Page 1
IDGa0gryB51eMEOTS%191tlYy0py-Gcrs_gM0TgFU5JC2ebuene66WUTIH0a1ry2IX.ymF49
3U0 F 6Qd 960 1510 1610 1940
300 J2d 339 'i 3Qd 360
6®b-1338
56=
5 23
are 11 aft U
6OJ 12 686=
3 22
NS i US
e
2
1 9 A
°a
3 10
3R 11 aft= 410= 36 46= ad,
50.0 8
_ 90 1680 1810
340 680 650 500
%M Onsets(XVH- ( '0- - AI9'0d-120-1-191
tAADING(psO SPACING 21 C61. DEFL In (loo) Vdefl W PLATES GRIP
TCLL 20.0 Plate Ong DOL 125 TC 0.33 Veri(rtLL1) -0.OB 12 >999 290 Nil 244190
TCDL 10.0 Lumber DOL 1.25 SC 0.5T MOR `) 0.201412 >999 160
BCLL 0.0 ' Rep Stress i YES WB 0.31 Horx(TL) 0.05 9 Na tVa
BCDL 10.0 Code FBG2)1MPIM7 Marx-MS Wei9M:N In FF=20%
LUMBER- BRACING
TOPCHORD 2x4 SP No.2 TOPCHORD Slrua l wood sheathing Ulrectly applied or 4-1141 MPUMna
BOT CHORD 2x4 Ste No.2 BOTCHORD Rigid calling directly applied or 10.00 W bmdeg.
WEBS 2x4 SP No.3
SLIDER Left 2x6 SP N0.2100.Right 26 SP No.2 1-6-0
REACTIONS. (INsh.) 1=T 5-8,9=AY438
Mer Hou 1=53(LC 10)
Max Uplift 1-85(LC 12),9-65(LC 12)
FORCES. (10)-M .CompAA Ten.-A111omes2W(lb)orlsssexoaptwhendown.
TOPCHORD 13-114W2W,34-991/261,6-5=119GQ82,SL=119O2O2,a-]=-991251,
T-9-114WW
BOTCHORD 1-13.186960,12-13=338H5B2,1412=-393/1562,410=189FJG0
WEBS 313=4&42T,413-Ti011T9,412=63)811,5-1 T-143803,&12=63)211,
6-10-T1 W1T9,T-10042)
NOTES
1)Unteterrari roof live loads nave been considered for Mls design.
2)WIN:ASCE 7-10;VUIL1 Wmph(3-seoond gust)Vaseli 01 ph;TCD1=5.0peft BCDL=5.Oind;t,nit;8=450;1=2411;aeve=611;Cel.
II;Exp B;End.,GCpi=0.10;MFRS(dlmctlorcal)sat C-C Extenor(2)40-O W 6-26,Mad or(t)6-241 to 98-0.Extariw(2)98-0[0
12414),Internor(1)13-1 a to 1640 2oneC-C for members and forces A MFRS for reactions shown;Lumber DOL=1 W plate grip
DOL-1.60
3)PmNda adequate drainage to prevent water pouting.
4)This Inns has been designed for a 10.0 ped Cnttwn chord live lead noloonounent with any other live loads.
5)-This Muss hes been deaglod for a Ilve load of Mart on Me bottom chord In all areas where a rectangle 39O hill by 2-0-0 was
will M between the Whom clod eat any other members.
6)Provide mechanical connection(by others)Of truss to bearing pate organs of withstanding 10011,uplift at)olnds)1,Q.
N 4—enqn Ea rt am4o 6aite
[ ✓tll IN.-. µ I.
1 r,11 I )6 11 1 1 w/ L IIy 1H1ii �I x.v 1,„i Mire k'
k MI It I - , ,).o..n.1,sr, ,sr T'
�NwumeMon aw lAeeo I—How lmtlNla.fla..lee.—LSfie 312..x—nro.4 '9L -09aM 651 WYM9
A IJ. �0mWnw Tonp�FLa]3610ptl
Job Tmss Tmss Type Day Ply
83151 6
10522T0 TIO Roof Slreciel 1 1
Job 016Mce fusel
Bottling Componem Supply, Jazkmnville,Fl322W B.010aApr202tw k.PEndlatneelr HMpNiA :20:152010 F4-
ID:GOOyryBe4e01E0YS%ielJrytlpy-koPEBZm_nmoBBcuP8H870pNIJcuKTIM5UEyeymF4_
2-&8 500 328 11-18 6-0
9 8.014
1.54 1980
' 2-30 238 328 Ls9 1-5.0 328 S60 I
Bole=I WA
set=
AI II
r 600 12 ]%10. 66 i fi 46� 7r10�
3
22
4E
B d
10 A
1 Id
14 13 12 11
56-
45= 4a10= � 2N 11 1e 1
500
Me 1440 1880
sao sa.o �- 480 540
PIMe C*seft KY}- 13:0180-2-0114:0412,Edpe1.18:0.39.Ed13e1.(]:40.4 Etlgel.ISP466207 p0:0812 b1-141
LGADING(psi) SPACING 2-0.0 CSI. DER_ In god) VOeil Lb PLATES GRIP
TOLL 260 Plate Gnp DOL 1.25 TO 0.39 Ved(LL) -0.0411-13 >999 240 MT20 24M190
TOOL 10.0 Lumber DOL 125 BC 041 VeMTL) -0.1211-13 >999 IN
WILL 0.0 ' Rep Stress Inc, YES WB 0.23 11 t (TL) 0.04 10 Na Na
BCDL 10.0 Code FBC2014RPNOW Matrix MIS Weigh:1M Is FT=20%
LUMBER- BRACING
TOPCHORD 2w1 SP N0.2 TOPCHORD SMWU.I wood sheathing Mindy applied or 4-108 oc puNm,
BOTCHORD 2x4 SP No.2 except and venfcals.
WEBS 2xd SP N0.3 BOT CHORD Rigid calling directly applied on 10-0-0 oc humid.
SLIDER Rigid 2x3 SP Na2180
REACTIONS. Outsize) 15=]8]@58,10=]850-SO
Mex Hors 15=45(LC 10)
Mex Uplift 15-94(LC 12),10=-90(LC 12)
FORCES. (lb)-Mall.Comp -All forces 2W 01)orless enteptwTen shown.
TOPCHORD 2-3=-1W&232,34=1284Lf08,4rx-1215311,5]=-1215311,]-e=12041310,
310=-112/@50
BOT CHORD 14-15-14]/d52,1314=13594],11-13171M4],1D-11-101/944
5=
WEBS 2-1 -1053@45,3-13=1153]8,513=39A53,8-13=-8&3]8
NOTE&
1)Unbalanced roof Itye loads Have been considered forthis design.
2)Wind:ASCE 7-10;Vu11=130mpb(3second gust)Vas1=101mpb;TCDL5.0psf1 BGDL=5.0pd,,b=2511;BAR;b2411;eave Ut;Cal,
11;Ely B;End.,GCpl=0.18;MW FRS(dlreotlonaQ and C-O Exdd1M2)61-12 to 2-3$IMeror(1)2-38 to 98-0,EMedor(2)5-0-0 to
11-1-1,Interior(t)148-0to 19 4 0 zone;C-C for members and forces 8 MFRS for macfom shown;Lumber DOL=f.W plate gdp
DO -1,60
3)Pmvitle adentiont.cinanage io prevent water pandirg.
4)This buss has been designed for a 10.0 pet tMom Mood Ilve load nonxsenarent Win any other live IOaJs-
5)-TWO truss has been designed for a Ilve load Of 20.0psf on Has bottom MON in all areas where a tearl 3660 tell by 2-0-0 ynde
Will fit bsessen the bOf ore chord aid any omer members.
5)Provide mechanical conneofon(by omens)of Wes to bearing plate cepabe of Withstanding 1001Id Iy11R a11olothd 15,10.
O Graphical purin repreaentafon does not depot the size or Me onentafon of he Aurin WOW the top amLor brogan MON.
Q WANIWa yawaseare .n.w..mnupxores da rxs arvo wctwad.eErea .nada.1173...tolwmrs sewxeuY.
�(m vWtl la is a4y who Mlekdemiedas.RktlEskln elnisf on14 upon(xxmrelart iurmh.ad R Iwm MINOM dMp cmpgienh.rot
inmaptem
MlapW®l-ton Mthe blM1.o'_nr ma�rtivem.1 ft qMWmcwlNuM4Ord/.cthoxdrrern.orehlYhoaFam=ll'E WLL2nlnb lid ovemY
on,MaYaW kmpohaya'd�nmhanid¢Bq -M ..
kawon�ap4rad to.Namlhanalowervt.4ealamn wmm walla pnw,nd kBm'and popnm d�nmA ro,tmneaaww�e�aBda.B�
HMkalM rlexega.MMwnV.err+cllmaa hacXpahHrN.- M 1an.nU,eAMl/INr YUAN aMrb.b5BJ9mG aLnWMnBe n1 wv.It F.1l
9A.hlr4wmW^ava'.YAonan Ism Ible Fa11Me.418 N.1ee5nee1.9lle]Ip.Netwgna VPZ1]I iairye,Fl aY10
Job Trema Tfusa Type Qty, %y
TB31619
10522T0 T11 Rwf Special 1 1
Job Reference anal
Building Component Supply, JeckeanWlle,R 32266 San,S Apr 202016 an her IM11ne6.Inc. Fa Aug 1915:M162016 Preget
ID:G000gaW,la01EOYSx181dYy1rW-D npYmY4wgm1bg?Wjt~DSdaWMR8T5ymF8]
NNO3140 6-0d 1264 18+2 18A0
2H8 64p S]90 '0,11-14
61eb=1Y1
Bao FIT 6es\\ ]x10
3 13 4
a4 11 mN
I u
U4 II
5
6
� lA
10 8 B
11 OS-
46- 36- l6-
1,A 1l
6.]-0 12Bd 16]74d 0
6-]d 61-0
%M Ofl (XYL 14 0,4-802-07 f]'P2120.2-0I
LOADING(psi) SPACING- 2-00 CSI. DEFL In gee) Vdefl w PLATES GRIP
TCU- 20.0 Plele011p DOL 1.25 TC 065 Vert(U-) -0.061011 >909 240 W20 244180
TGOL 10.0 LMn0er DOL 1.25 BC 0.49 Verl(D-) -0.17 10,11 X999 100
BCLL 00 Rep Stress 1. YES WB 043 Hurl 0.03 9 we Na
BGDL 1
013 Code FBG2014rP12007 Naltr MS Weight:9211, FT=20%
LUMBEW BRACING'
TOP CHORD N4 SP No.2 TOPCHORD SWcturel wand shealMng directly applied Or Sr)-0 co poners.
BOTCHORD 2x4 SP No.2 except and yenicels.
WEBS 2WSP N0.3 BOT CHORD Rigid calling already applied or 10-0-0 Oa binding.
REACTIONS. (Vape) 11=762 5.8,]=]62/0-50
Max Hoa 11=42(LC 12)
Mai Uplift 11=111(LC 8),T=eQLC 12)
FORCES. fib)-Max Comp Rrlax.Ten.-All forces 250(lb)Or less except when eMwn.
TOPCHORD 2-3=-1007MSS3 -5(M33,45=-1058219
BOT CHORD 10-tt_15N095,8-10--13518T3,)-8=13]M69
WEBS 2-11=-10 412 2 3,3-10,9258,57=-1135^2]5
NOIRES-
1)
OTES1)Uninalancee feet Ohre leads have been wnsidered for Nes design.
2)Wind:ASCE 7-10;Vgt=t30mph D3sewnd goal Vesd=101mph;TCDL-5.ow;BCDLd.Opsf;R25f1:B=45f;L241f,sare-_dq Cat.
ll;Exp B;Error,GCp"AS;MFRS(directional)and C Eidenor(2)Pt-12 to 31-12,Intedor(l)31-12 to 6-7-8,Exlenor(2)6]-8
to 1SO8,Interleaf)1"-8 to 184 2 zofxl;C-C for mem1,ers alta tortes B MFRS for madlolm shown;Lunew DOL=1 RD plate
gnp D01=1.60
3)Protide adequate drallage to prevent water ponding.
4)This train hes been designed for a 100 pef tannin chard lire load nonwwurreM Win anyomer five loads.
5)•Hen;truss neva been doo,ed for.Ilve load of 200psfon the bottom Card mall areas where a facta11ge 36 fall by 2-00 area
MOI fit benia e,He banana choN and any Other members.
6)Parade mechanlcal wnnection(by others)of Wes to bearing plate capable of martmoling 100 lb uplift djoirds)]except grab)
11=111.
Q IPMNG-yM M Peen -.eead.aeBCN]Iae1Xe MLWEO IMIex aEFEP4NGE P4eEM14Am.reffi1arBBafePEVSE a
Nono WN 1-1.,.MIISYPocor<ackri.aad .k Grieve oNY,rt✓+omele¢SMrvm.aM k1w m h]IW.xf W6Wq agn[nxlmf.ml
nem y.Bar-noo, G. ltrp o,oro-1 mut Vale,len q{AkalLlly oldeL,p(v.>tmrobrsa✓]gccenY lf✓xaWfaR int Onskln lNotlwovefdl
badlpdetlan. amFa HAcaledklo geaml Gx}IlryaoletlNkfinl almweL ml/w dnrt]momM15oN0. AMllbenl)waw lqY mf wnlnwenldacaq MRBk
bdwpneyxed 1«slmlryrnq fowovenl CWIq/n wnnpawlle aefswwl nX•v dk ww+eMeemv'Ae. 1w onmia aWd�ee legwap0 ma
l2k:alM targe.tltlNcy,weclkmafW Na[fp ofmvniantl Mm MlomiwWX6V1M1 OudIN anl1e11o.aSBd9aM BC51WMhp Coupment 6rW Pafxa EM BW.
fWlyxMn'/ana':ytlMe tomi�RWeInsXAme.R1BN.Iw SReo1.9/1e]IR.NevoWMi VAR2il1. tefrp.FL anSla
Jab Thio Train Type ON Ply I
703151401
10522TO T12 Rood Swinal 1 1
IJob RE ererce(optional)
Building Component Suppb, Jeckmmtlls,B 32258 8.010 s Apr 202016 MITek Indeende lm Fin Aug 1915:20:182018 paper
ID:GOOgry9 MEOYSX?OldYy41py-D1c Y4xzlmTbg1EMjlx EW WKiRMMF3z
�_194a u9 e.60n-lab 1e 4-0
111-0 z-68 so0 sae &1.8 tSo
Sole 133.a
600 12 hid I 2i0 I h10
a 14 15 4 % 17 5
24 II 68
1 6,1 2e411 r
]
'•y8lj 12 H 1b 0
13
= w II za10= - u4 II ass
6]A Bao 1480 1BJO
6]A SOB SOB 4]e
PNte OBsalf,KYF- 13:0-6802-0615:Di80-20118:0240.20)
LOADING(par) SPACING- 27 CSL DEFL In (Ix) insist Vd PLATES GRIP
TGU- 20.0 Field Chip DOL 1.25 TC 0.48 Vert(LL) -0.07 411 x9BB 240 W20 2441190
TCDL 10.0 Lauber DOL 1.25 BC 0.42 VII -0.20 411 BBP 180
BGLL 0.0Rep Stress 1. YES WB 0.23 Hart(R) 0.04 8 We We
BCDL 10.0 Code FBC20141TPl2007 Mean Weight BE lb Fr=21356
LOMSER- BRACING
TOPCHORD 2x4 SP No.2 TOPCHORD Strudurel wood sheathing ClrecTy applied or 4.8-2 oa purnns,
BOT CHORD 2x4 SP N0.2 except anvertical.
d verl.
WEBS 2X4 SP No.3 BOTCHORD Rigid telling directly applied or 104-0 oc trading.
REACTIONS. (Ilinssa) 13de&0.5-8,9=]82/0.50
Mex Hoa 13=-24(LC 10)
Mex Uplift 13-10318).a=94(LC e)
FORCES. (IDI-Max Camp.Mlex.Ten.-Alliomas 250(Ib)mless except whensrcwn.
TOPCHORD 2-3=-1001223.3-0=-1352!288,4-5=1352298,58=1O83Y228
BOTCHORD 12-13=1841912,11-12--=1]&818,9-11=163910,58=1659W
WEBS 2-13=-1118230,3-11=-11WWO,4-11=38g15QS11=12a564.646-11261239
NOTES
1)Unbefanced roof live keds haus been considered for Mis design.
2)Wand ASCE 7-10;VUI1,130mph 13-demand ghat)VaIO nspup TCOL_3.Ofsf;BCDL=5.Opst Iw251t;B765t L=24R;real Cat.
II;Ely 0;End.,GCp60.18;MFRS(dueclion igh and C C Esetbr(2)01-12 to 1 11 0.Inlena(1)1-11-0 to 4-7-8,E,%Morl2)4-7 8
k 17-100.Imenor(1)1]-100 to 142-4 mne;C-C for members ark fomes&MFRS for readlene shown;Lomter DOI 60 plate
gni DOL-1.110
3)Provide adequate drainage to prevent super Forcing.
4)TNS truss has been designed for a 10.0 pp bollom chord Ilve load noncondarerd MI a0y other Ilve loads.
5)'This thea has been designed for a tive load M 20.Opsl on the When chord In all areas where a rectangle 3-60hill by 20O side
Wil fit belseen Dae bodom chord and any other members.
e)Provide mechanical nomadic,(by others)of true,to been,plate capable of wiNelandirq 100 It u,IM at oint(e)8 Moral 61=I1b)
13=103,
WIaXAYe YW1I j-nuunm nn4 asmX .ceTrue AXO M'CLWEO NREXgEEEq<NCEV4aEai]4Am.InhQe/FBEEOgE aeE.
Linn vyN rq um wMY�P MIIW1➢corcucbr 116tleY{p KMxrc/uNYUNr�WomarmSiown.mtl e1a1m MJINMM[uldp cgnrwrml.ml
oul
erRMlem Belvue useJM[xatA n, -,.1fro.lM a[4�IkMilry pltlovan raaanxil-ni. ro Yxsnwiule Rktle9Jndf-tin un,
fioh d, d.d.eodd,oleObio we�M[wctlelpo pnelUe Yl-Id aid/w clnrOmemh+noMY FIX}nmp.rarmlCermarereda Ltl M1 ek'
ktlwayn re mmoo. rI arc to wevenlciiva.1 vnn g. wxuanl WluYcrxa'wM�yery . .agenera elanbiceregsc,e ave P..Eur fieri
%tlL'oMry Ndage,aMNeW,err,,I-adi ruesulMm.arc Muamlema naeSVe OI WIMfa1Mo.aL'aaaq kQlMIiSe.nlWrl.rlt
SaNy YYamdbr wtl2b bm 1�Ppq IrynMe.Rle N.lee Street,9lle 011,iM�aMN VAR2I11. Te,Fl-33610
Job Tress Trans,Type Ory Ply
7901514910522TO T13 Hoof Special Baer 1 1
Job2016KAce(onikari
Building Component Supply, JW¢wwille,F132256 0.010s XnldY0WW-M5O p4hA,bc. FrigpS?oT629:192016 JwFYp Pastel
ID:Go0gry9s4e01E0Y5X201dYyo-py-BNSMpbptAhA9]9d_nPIgpS2oT4NPIImMRFYxymF3x
2 P9 248 1298 1459 1]31d 149e
2J9 480 dB-0 238 210.16 ' 1-6-10
Scale=132.8
56=
6
NAMED
6OJ12 X11
3 MIED NMLEDSea-MOILED ]gg- 'dd 11
1.
;Kr;7
airy
t3 p 23 24 12 11 19 9
q5= NALED HAIR ED NAILED 44- 39= «w= 4E_
1x19 II NAILS.
$p0tp1
2-73 o-S4 14ad le'"
z-]3 841z 491-12 Nd
Plat O9seas KY)- ( ' ECgel
LOADING(psQ SPACING 200 CSI. Di In 0.) Udeg W PLATES GRIP
Tea 20.0 PIMe Odp DOL 1.25 TC 0.46 Ven(LL) 9).10 12-13 >9B8 240 MT20 24419D
TCDL t0.0 Lumber DOL 125 BC 0.]6 VenQL) -0.2912-13 s]As 100
BCLL 0.0 ' Rep Sims Icor NO WB 0.60 HorI BOB 9 Na Na
BCDL 10.0 Code FBG20IWPI200] Metrix-MS Wert 9611, 111
LUMBER- BRACING
TOPCHORD 2x4 SP No.2 TOPCHORD Structural wac!shaaMng directly applied or 3A3¢pur9m,
SOT CHORD 2x4 SP Natexcept end vOrAcals.
WEBS 2x4SP N0
.3 BOTOHORD Rigid ceiling hourly applied or 9-04 oc bradrg.
SLIDER Lad 2xS SP No.2141L0
REACTIONS. (IWslm) 1=059A35-8,9�461MechankN
Merz Hour 1=34(LC7)
Max Uplift 1=-11](LC 4),9-115(LC 8)
FORCES. (Ib)-Max COmp.IMaS.Ten.-Aft lonas250(lb)orless except when show
TOP CHORD 13-1302119],31131 4,5=-23i 6f-1119/172,61118/160
BOT CHORD 1-13=166'1097,12-13=-12]4224],1092=318@064,9-10=1051672
WEBS 313=-24/SO$413-1197278,S12=E 97,590-13997266,610-1061iD ,
]-1 k-30/368,]-P-100M1E6
NOTES
1)Undreamed med roof If.Inside hens been considered for this design.
2)Wind ASCE 7-10;Vu11=130mph(3-Second gust)Vasil=101 mph;TCDb5Cwf;BCDl-5p st I11:2511;B715%L=24X;ands Cat.
11;EV B;Food,GCpi-0.18;MFRS himm lonaQ;Lumber DOL-1 B0 plate ghp DOL-1 AD
3)Plants,Shaul drainage to prevent Water pnMing.
4)This Imes has bean designed for a 10.0 per mi chord Iii load mlmoncUROM MIb any other we loads.
5)-This tress hes been designed for a live load of 20.Opef on the culture chord In all areas w0ere a rerrogle 380Wit by 2-0-0 ar
sell lit between the bollom chord and any other members.
6)Refer to groll for how to truss connections.
])France mechanical connection(by others)of truss to beating pieta capable of wlthstaMing 10011,using st loin except OWL)
1=117,9=115.
8)'NAILEV Indicates 3104(0.14W1 ')or 3-12d(0.148'x3.25')toenails.For more dela ils corer to M1TeKs ST-TOENAIL Detell.
9)HaWeRs)or other come,l on deNce(s)shall be proNded sufficient to support con0entram loads)3510 down and 2410 up at
2 7 8 on bottom chord. The dwlgNealachon of such connecllon deNce(s)Is the rasponslblllly of others.
10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)01 back(B).
LOAD CASE(S) Standard
1)Deed a Roof Live(balanced):Lumber Increase-1.25,Plate Increasom 25
Uniform Loads(pit)
Vert:L3=9YJ,35=-eq 58-60,6-]-80,7-8=60,9-14=20
Concentrated Loads g1,)
Ven:3-2(8)13=-5(8)12=166,'8)18=-2(B)20=-2(B)21-](B)22=-](B)23=-](B)24=1518)
Q WAIINMie VNW Cvtl9npvanxlm vnORGON0TE50M]1eEIHO MLVOEO iWIER aEFERANtEVAGEMY]IJJ m.IdSpeoISBFWREVSE
V[1W IwufeaJy Wlh MI IWO➢...... w.c RYstle93na LVVNaYYup�n fn,onmlerz5,own.mtlhlum MMM,d tvlMry cmpnrenI ml
Icon ylslan flares IMGAD1pdeWurmuf"dlY�VCpkatLN 01 CeY�lvamelen unl4xvYaIVwP-^iyemfe tre 0ay1nlnlollp .
dl0ga0C2�. Wo"'a0 oledhlo l*Bwenl tucworreolMNAtl Mmweh Anila Icra memEerzdYv. llrsali en&u s. ek'
edwoy5 Mono, Sswery aM fo gBv0el Lnb.'wllh p,.nowvaM w9vY�PM loafty e. fapene�.Yn,kb�cO�Bpztlp3'e
Eells
dws' 1,n Aare.tltlhtYy.aeclkmaW daiq or nrmea wJ MmrySlem,B[MXWRIIObhCXIxA.OY-eBaM FCEIWtln9Cwrymne TimrefuPvb dwof
fyeh WgOgin wdyMebm]nm Pak ImXMe.218 N.lee SIrwl.9lle]IR.NnmIM VP'Y131<. Tenp,R.9Y 10
Job Truss Trude Type Ory Ply
N3151 0
I T14 Jaz,-Closatl Girder I I
,Job Ref61APT (onfonaf
BuiNing ComponWa3uppry. Jacksonville,FI32268 B.OtOCAP 20YU*O- 5Mpbps4hAgz c. FriAVuG4x20:IeP016Pegel
ID:Go0g1y9sde01E0YS%7eldVytrpy-BNSMpbps4kAgz3tl_nPlgp3?uG4xiPsuoNwFYrynIF9x
20
2170
scab-1:13.6
1r, II 3
0.0 12 2
324 i
Li
1
� 5
JUS11 SYd=
a 4
za I
2-]a —
z Ta
LOADING(psR SPACING 200CSI. DER. n par) Voted W PLATES GRIP
TCU_ 20.0 Plata Grip DEAL 1.25 TC 0.09 Verl -0.01 56 a999 240 MI20 241/190
TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vei -0W 58 >999 100
BOLL 0.0Rep Stress lna NO WB 0.01 Rai -0.00 5 n/e Na
BCDL 10.0 Code FB=Io P12007 Matrk-MS Weight:14 lb FT=20°6
LUMBER- BRACING-
TOP
RACINGTOP CHORD 2x4 SP No.2 TOPCHORD Structure]social sheathing directly applied or 24-8 oo purlins,
ROT CHORD N4 SP No.2 except and verticals.
WEBS 2x4 SP No.3 BOTOHORD Rigid calling directly apptled or 10AO M bral
REACTION& pbesaa) fi 5210",5=180M1ecfanica]
Max Harz 6-M(LC 8)
Max Uplift(ai-23(1_0 8),5=-41RUC 8)
FORCER. (Ib)-Max.CompMadcTen.-All forces 250 pb)orless except Mien shown.
NOTE&
1)Wind ASCE 7-10;VUI l30mph(3-sewnd gusf)Vaed=-R1mph;TCDL=S.Opsl;BCDL=S.Opsl;h=2591 B=451%11_leftb essai Cat.
11;Elm B;End.,Gi MFRS(directional);Lumber DOL=1.80 plea ghp DOL=1 60
2)Tistmw IlesbeendeagnealforaiD.0psibottomcMMthelodrl wMurrem WManyother Ilvelwds.
3)-This hues Fad been assigned!for a Ilse load of 2(i.0pa on the before chord in all areas Mie d a rectangle 38 lall by 2 00 Mala
Mll i t agessen the Mhan cMrd and any other members.
4)Rader W glyder(s)for truss to Was connections.
5)Pmvlde mecMnical connection(by share)d tress to bearing plate wood of MlhaarMing 10010 uplift at jolnt(s)6,5,
6)Use USE JUS24(With 1Od nabs into Girder S 1O hard Into Tines)or equivalent at 0-83 from the left eat to conned hureems)to
beck few of bottom dlord.
7)RII al nail holes Mere hanger Is In carred Mm]amber.
8)In the LOAD CASE(S)section,loads applied to the face of the muss am rated as hart(F)or bard,(B).
LOAD CME(S) Standard
1)Deed a Raul We(bafar¢aJ):Lumber Increase=]25.Prete Increase=1 25
Untfoan Loads(pli)
Verb 1-2=fA,23--20,4 0>20
Concentrated Loads pi
Vert:7=-350(8)
QWMNWa.YxXyCrlenpnemelw mONE.ie NOFEe CM]NISxNn MCLYOEe MI]Ex aEfENANLE PA6EM6]gf nv la�a415aEFWiEYEE.
Wla lau[e^r'Y�IhMlndrmnol.1.1-in,hi P'a1nod" 'tl✓.coor—lien wghla uihMMxlhadegal thr—
InwayNmnBelae ,Mededlito $resins]vnaNme�yyMktrue-'.rqxartrel�no��lgMwnYlncuW�delrtrmyoemoinn ow—n
dWpg tle9gn. 9a 1p eJcaletlhlo pavan]drkN{I oleMhxxlMmrveDUN/a ciwdmanbenpYV AComrnrl lempaayvd psrmamldatp
Tenpv.Fe
k dwaya repfeO1w a12a11yan01ogevenicdlq¢ev�fhW�aFawvxkelYatldegalY WnWe.Wr9awrd grtlaFelegOCYg are BL .-,70-
10J PeheEw BMtl.
kbk W�n ilaape.0.ivay.erecawr m]scalp d Inm�e mal Mas SMenp xzaµal/MI O W ly CrXwla.OL-a9 aq BCL P.IirP Cagwwa
yyerylMrmaem aM2ae M1dn Thr IAON euxMe.RIB N.Lee SM1eel.9lle a12 Ple2an'1N VAR2t11.
Job Trim T.,Type Ory Ry
T8315151
1022TO T15 Rod SssCml 1 1
Job Reference( 'anal)
Builtling GomponeM Supply, JacBsomille,FI32256 8.010E 20 "kl Au1915: 0:192 t
ID:GOOyryBMeoIEOYSXNIdYyd1IVVOIXMAL]BLfIRSBIryO9p4PyMFw
44L0 ]312 &36
411-0 2:12 1-11-12
46 II .cote=t 21.4
3
B.O FIT
�= ba 11
1s 4 5
12
Li
6S,
2
1
Li
] 6
6611 9W II b4
491-0 0.18
411-0 Lb8
PI Oft OLYF- 11'0.13 QO61
LOADING(PEO SPACING 2-09 061. DEFL In gac) Wish Ib PLATES GRIP
TOLL M Plate Grip DOL 1.25 TC 0.24 Vm(LI.) -0.02 7-10 ,999 240 MT20 244190
TCDL 10.0 WmOer DOL 1.25 BC 0.20 Ved(R) -0.05 7-10 >999 150
BCLL D.DRest Stress lncr YES WB 0.09 Horz(TL) Rot 1 IVs, Na
BCDL 10.0 Code FBC2014TR2007 Nabi S Weight 4216 FF=20%
LUMBER- BRACING
TOP CHORD 20 SP No.2 TOPCHORD Sidi woW sheathing directly eppltetl or fe 9Wpu0lm,
BOTCHORD 2W SP Na.2 except and verticals.
WEBS 20 SP No.3 BOTCHORD Rigid calling directly applied or 100-0oc Writing.
SLIDER LOS 20 SP No.216-0
REACTIONS. (INslx) 1=366 .chanical,e=38& IhmiW
Mas Hoe 1=3)(LC 12)
MMt Upgft L-36(LG 12),6-45(LC 12)
FORCES. Intl-Nem Comp.Mlax.Ten.-All Imoes 250(to)or less except WMn shoarn.
TOP CHORD 13=-M134,34=-374133
BOTCHORD 1-)=103G08,6-]=1G1r308
WEBS 4-6=411/148
NOTES,
1l UMMancetl root Bve lwa have been considered tmthis tl ign.
2)Wind:ASCE)-10;Vun=130mph(3..d gust)Vmd=101mph;TCD".Op f,BCD".Opst,f 25ft;B�5ft;L14ft;.m,1ft;Gat.
II;Exp B:End,Gi MFRS(directional)end C-C Ederior(2)QQO to 3QG InteMm)36010 at tU,Rai-11 Oto
]-3-12 zone:GC farmem0ers and forces 8 MWFRS lar mactiore.hmen;Wmber DOL-1.60 place grip DOI=180
3)PmAd adequate drairegeto prevent Water po ing.
4)This tmss has been designed for a 10.0 psi Wits m cMrd here load twnconcunent M1h any otter here loads.
5)-This tmss has teen designed for a lam load of 20.Omf on the tottom chord in MI areas where a rectangle 3&0 all by 2-6p Mtle
MII fit between the Wit=chord and any other members.
6)Refer to gide,(.)for tmss to truss connection..
T)Protide mectlmil cel connection(by others)of those to bearing plate capable of Witftstandng 1011 Ib uplift M Ictnt(s)1,6.
QWxpMYp YWlyadpnpmnnl»vrtlnEJO MOiEE OH DN.<Ha NCLWEOMNEa aEEEFI.'ar.s."tt—masM1E9EPoame..
Wticn.H«abs only dm mllekP+c«v✓act«s.Rh MMm Ylwmtl«urBWB Wrmretmi4wwn mlhmimx.Mdla Mldlg«+ —1,ml
mm Mlem Bel«e ue.lm.l Imdl tel valiv tfe.Rx�NcdMIN aI WSya I*x«aete¢tN I'll Faan*'+at. Yynmt.IMo.
pldlgtlaL�n ®a:Lq
not.to pra—I"dard of lnci le-t ward udl«chord memEns,ny.Addidoo f—Mom alor MM dd MiTek
kdwayre[sYeOMSYtIN4rA logeYeMcdlcps MNPoSLMe�a«M LWxYaM popallY damage. FOlcelie'dgJtlace lepOhlglna
tM it«0." «Yaxecn dlmaweeAMUTI GMMYCWxb0.Yd9aI11 ClIWppCelnWnEnl
69N Ga,4 En ehtl
samrW 't-A. eP....Ore. ee .5flesi. .
FL 3Y10
Job Trues Truss Type ON %Y
W 1515
10522T0 T18 Roof Special 1 1
Jo0 Rea land onsil
Bultllg GomproN SuPoM, J¢keanville,FlMike 0.010c Apr 20216Mi %MAdAug 1p15:20:f00 Petra
ID:G0rygEOV %ieldYykME1VVO1MDCL]BLY12TJOBgy0MpPMF3w
140 4460 8&10 8
1 38
' aB 4.tbo I 61o1p z-s14 '
y I.-1110
4S '1
4
b4 11
(ILFF 5 64N G
3
2 11
Li
e )
4160 033
4-060 4 8
%M olfaee DLy} Iraalz 6-1-1st
LOADING(psf) SPACING 240 CSI. DEFL. In goo) Vdell IM PLATES GRIP
TCU- 20.0 Plate Gdp DOL 125 TC 0.21 Vtol LL) -0.02 B-11 .9% 240 MT20 244/1%
TCDL 10.0 Limber DOL 1.25 BC OAS Ver1(R) -0.03 &il >990 IN
BCLL 0.0 ' Rep Stress Izr YES WB 0.09 H.(TL) 0.01 2 net ma
BCDL 10.0 Gude FBC%1✓rPl2N] MNdx#15 Weight 46W FT-20%
LUMBER- BRACING
TOP CHORD 2x4 SP No.2 TOPCHORD SlerdurN wood sh"InIg diraoly apPlled or 640 m pulllm,
BOT CHORD 2x4 SP No.2 aMepl end veNCNs.
WEBS 2x4 SP No.3 BOT CHORD Rod ceinng directly applied or 1040 oc bracing.
SLIDER Left 2x6 SP Na.21-6-0
REACTIONS. Phial.) 2,152/658,7=3601Mechenical
Mex Hort 2=73(-C 12)
Max Uplift 2=A2(LC 12)j=44(LC 12)
FORCES. (lb)-Max C p.IMex.Ten.-Nl foram 2N(lb)or less except w en shown.
TOP CHORD 2-L- 1110,4. 351/135
BOTCHORD 2-8=-1131300,]41=-113/300
WEBS s7-3SY151
NOTES
1)UhNaenoed food live]care have been considered for Mie design.
2)Wind:ASCE 7-10;VUt=130mph(3-second gust)Vmd=101mph;TCDLd.Opd;BGDI- Xpst 1x253;B7 Sft;",M;cave-43;Cat.
II;Ely B;End.,GCp1�.1a MW FRS(dlrecllonal)and 0 C E dador(2)-1-0 O to 180,IMedor(1)1-60 to al 1-0,Exleflor(2)4 11-0 to
eg-10 mm;C-C for members and forces 8 MVIFRS for maouone aho,en;Ldmter DOI—IN plate grip DOL=1.N
3)Provide ad0d ere drainage to prevent v oar porxliN.
4)Thre More hes been designed for a 10.0 psf bottom chortl live load remooncunen[veth airy ober live beds.
5)-ThIe truss has bean designed for a live Imo at 20.Opsl on bre bofom Marc!in all areas Mea a redangle 380 tell by 2-0-0 WOO
add fit between the bottom chord and airy other ma nbem.
6)Refer ftp girders)for terse to trues ooftnedlons.
7)Provide meonard al on mesion(by others)o three to bearing plate capable of Wthstanding 100 Ib NIi3 at Ioini 2,].
�WAFaWp or
nr., LvvlanpvamaMv mtl NE4n NOTES IXITtle AHDWLLUOEp MIIEx FEEEFANCE PI4E1Fl4ilnu.laeYA/59EEWIE USE
lL5rn -acbn.IW dJY mmt—t.ml
mmeVelem&rlwe ue.lhe WWIp�3drvmW vetlNlln ogMkWlN of MNai W��elena'd pMmdY�i'cwlroiole Rktletlgn bio 1M own>l
Wgppeylr.B 1p YvtaleOab gOvenlMb3agolYNNYNA IA®WHbnr3/o�Grvtlmemce6wYY- tl Ilemhx/ary aM lwmuamlda9rp k•
hdY/uY=replotlbakdMmtlb%evanicd[pe MB�prmNe peroral tory aNMq>A1Y�knngTe. Wr 9ereral oAtlmx�erwtlrg Te R➢DI PubEV BMd.
qhk M/rNWe.tlalNay.ereclMi MMOI'rp dlnrueaandlmaWMn\rcrvM191/Ml Quwy CrllMo.pLd9 vgECL eY6iPCmgorwrM
4wNY Ya0rnlyar avdtliotan 4ivflola bdble.RIB N.lee elree1.911e JI2 NomNM VAR1d14. Toga,FL 8Yt0
Job Truss Truss Type Ory Fly
Tg3f6159
105i T17 Raaf Spsdal 1 1
Job Reference appassial
Ssltling GompolleM Supply. Jacksonville,Fl32258 8.010aAsN2016MITOkIndustradi Fn 1915 01
ID:G0grye0EOYSX?gldYylg-5lC]EHg7ONMvilCNoo6EdPWs"F3
-0J0 41 +.
10 6&0 836
' trig 0-0M1O I AaB - 3po
Scale-111 B
ars 'I
d
41= w 11
5 B
ar 12
45 i 16
2
1
B ]
3a it 3M-
411-0 6341
4f1-0 Hb
Plate 011sek(XV)- 12'0-4120.1-161
L0MN0(psR 6pACING 2,% CSI. DEFL in (Inc) gda8 dtl PIL'i GRIP
TCLL 20.0 Pbb Gtlp DOL 1.25 TO
0.21 Vad(LL) -0.01 &11 >999 200 k420 2"160
TCDL 10.0 Lurnber D0L 1.25 BC 0.20 Verpi 0,W &11 >999 180
SELL 0.0 ' Rep Stress lncr YES WB 0.11 H.UL) 0.01 2 rVa rear
BCDL 10.0 Code FBG2011 P12007 Manis-MS Weight:47 lb FT=m
LUMBER- BRACING
TOPCHORD 2W SP No.2 TOPCHORD Structural wood sheathing directly apoletl or 6,0 0o isrine
BOT CHORD 2W SP No.2 eadapterldvenlcals.
WEBS 2W SP No.3 BOTCHORD Rigid calling alredly applled or 1 O0-0 oc bracing.
SLIDER Left 2a0 SP N0216U
REACTIONS. (INales) 2-A5M",7�6dMechanicel
Mar Hoe 2=81(LC 12)
Mas Uplift 2=-90(LC 12),]=-06ILG 9)
FORCES. (Ib)-W.Coni
Ten. All forces 250(Ib)of less ekcept then smwn.
TOPCHORD 24-3 112,45=-3a0)136
BOT CHORD 28--1231302,741 12WI02
WEBS &7-3MMM
NOTE6-
1)Uncislanced Fool live loads nave been consltlereO for Mrs design.
2)Wind:ASCE 7-10;VIII=130mph(&aecontl gust)Vssd=101mpc;TCDL3.0psf;BCDL-3.Opsl;R25ft;8=451f1 1-�4g;saver ib Cal.
8;Erg B;End..GCpL-0.18;MFRS(directtrman arltl G-C Ekte0or(2)-14-0 to 1E 0,Wei 1-&Oto 411-0,Eldrim (2)4-11 Oto
B-M 2orw;C-G for members and tomes 8 MW FRS for readlpns snows:Lumber D0L=1.60 plata grip DOL-t b0
3)Provide adequate drainage to prevent water ponding.
a)This truss has been designed for a 10 0 psi cannot cnwd live load nonworthrent Win any other live lands.
5)-Tnis truss has been designsd for a live load of 20.Opsi on the bottom MON In all areas where a rectangle 3601X1 by 200 wide
will fit their the bosom chord and any other members.
6)Roger to gimen(s)for truss to truss connections.
71 Phi mechanical oonnedian(by others)of truss to Waning plate 6apacte of with Landing 10016 upBR at joints)2,].
Qsay.-VWJ CWen pnrmnm antflFA a a..IXI..W,loci poen aEFea<N6E PIOEMFLA m.m0.VN15 BEFOgE USE
U.
WH]MuseWtr�ro "cl'sncmneOai.RhdeNal6Mwtl dopry mvd ass—cl.l- .1 r a Iq m Mhld,p IUMIkq can�rvnl.ml
M1a MMn.6zlae Ise.Me IrMpq tleATxx InNI va11y M¢gyYCWINoI neLL3nf+rmre asaNqupalVkrcaFnlala II'8tlotl9nhlo IM ovrd
WAV deYS.tr LgOVAcalenkbpevanllaxLYV WIMNMaL PImweDaxl/wcM1ntlmeMvrtarYY.44OkteW kmW WagllmmmcnlMmJn9 MiTek
tr+wan leWled MekdMaMroaeveMCW�.9 r.mrpwmar>anmd Wry ad pMalyd�mgR. fw aellaagJm2e reguergma
�NkOIKM1 tlolo3e.delkely.geclNngq paCkp olMmesmlaua q'pemi neaWVl%14ulIV C,6wb.bHM VNaL61WMn6CmryneM 6GW PerMe EeSl Bhtl
3aM1F/IMMrwaanaWkde Pan M1rm Rule hMule.Ole N.tae SlMl.aMa120bsa]Ya.VAYl]I0. Telrpe.FL 39610
Jab Tmm Truss Type Ory Ply
T9315156',
10522T0 T18 Roof Special 1no
1
IJ202016 IT0(oollonap
Builtling Gomp011ent Suppry, Jeckcornilla,F132256 B.OtOSAp202010MRsklncYFgs.Ile. Fd Aup1915'20MIFTH0Page1
ID:Ga0gryBMe01E0YS%)91dYytrpyZymVScrINCYFgXMYiVD%OW NmH_aBNFiHev01ymF3u
94-0 411-0 698 830
' 160 0-11-0 U166 3$2 '
46 g 6 1. 121 B
4 MII
6.60 12
u5. 13
3 e
1
e )
3m 11 2M 11 W=
41t-o 0 2
Ono a2
Plat rnNets cxn- Iz'a4- z - ) _
LOADING(pet SPACING- 200 CSI. DEFL. In U.) Irish IM PLATES GRIP
TCLL 20.0 Plate Grp DOL 1.25 TC 0.2o Ved(LL) -0.01 &11 >999240 MT20 244/100
TCDL 10.0 With.DOL 1.25 BG 0.20 VeQFL) 4.03 8-11 >999 100
BCLL 0.0Rep Stress Iter YES WB 0.13 Hoz(TL) 0.01 2 ne, Na
BCDL 10.0 Code FBC2014 PROD) Matdx-MS Weight t8 No FT=20%
LUMBER- BRACING
TOP CHORD 2M SP No.2 TOPCHORD Slndural wood shealNrg directly applied or 600 oc purelrls.
BOTCHORD 2M SP No.2 except end!veNcals.
WEBS 2M SP No.3 BOTCHORD Rigid ceiling directly appllad or l 0-0-0oc becing.
SLIDER Left 2x6 SP No.21-6-0
REACTIONS. glo(A.) 2-J52A}5-0,)-�handel
Mex Hou 2=88(LC 12)
Mex Uplift 2—Mg-C 12),7_5,1(!-C 9)
FORCES (Ib)-Max Com,,AAex Ten.-All forces 250(tb)or less ewes wren shorn.
TOPCHORD 26-390/110,4-5=325135
BOT CHORD 22-134304,)6=120I3M
WEBS 5-7-36&158
WTES
1)Unbalanced roof Ilve loads have been considered for Nis design.
2)Wind ASCE 7-10;Vult=130mph(3secondgust Vasil=t Otmph;TCDL3.0psp BGDI-5.Opst 1=25ft;B-s5ft;L=24ft;eave-4ft;Cat.
11;EV B;End.,GCpi=0-10;MWFRS(diledlonat and C Ederor(2)-1-0.0to 1-0-0,IMereor(1)1-06 to 41 1-0,Ext W(2)411-0 to
5-96m ;C-C for menthols and!forces&MFRS for reactions shown;Wm0ar DOL=1.60 plane fire,D01=1.60
3)ProAde uhhhure Maine,to prevent water ponding.
4)Fee Wes has been desgned for a 10 0 psi boilom chord!Iive load noncomwenl wh airy other live loads.
5)-This thea hes been deslgnsol for a live load of 20Dpd on Ne bottom chord in all areas where a rectangle 360la11 by 2-o-0 wide
Wit fit between the bottom chord and any other memhem.
6)Refer to girder(s)for Wes to these connedlons.
))ProMde mechanical connection(by others)of Vuse to hearing plata capable of Mthstending 100 In upi6 N)olnt(s)2,7.
QWARNN4VxpyCWpn pnxntlmuM NFIa NOiE9 gIlH5INO WLWOEO YIIENPEFENNCE G]nE MNlgJwe IJO1T]IS 6EFOXE USE ��
Inee wy.mlja e-1-1xm Un Ueacctlnre�dxors.IMelMNlMttx @2coi9fata1m{Nv -1-1- I
1alnalwe—te WtMeM1gxnn.M.
hoWeg� , 1o,vme,ltl
l
Welk
h,iwoh,e oo'o Mrl�Mvdrorxeve"n'tnd 1 pc�xelXiwxl tory adwapaly Nettle.Fa9aae,d ga.m' cs�a64U�Gfto 904 Fe,x.E-1 afro.
/YhMkR•Io,cpe.eNNe.ne .-plane lg olMmesadI-1, mxb&V19VIRI Qg11y CNW.OSN9 ogaCL Wit CugwWY e
]bly lrlpTOxOn a�iYie M1gn aim Role tMMao.Rla N.tea S6ee1.9lloIII NereMb VNRZJIG. ia,rye.FL 336)0
Job True Tru66 Type Ory Ply
MOSES'
10522T0 T11 Hai Hip Girder 1 1
o Ra D a)
Building C..,.M Supply, Jacxsonalle,R=55 0.010 a Apr 202016 MTd,Imtllabws,Inc. Fn Aug 1131530212016 Pegs1
ID:GWgryB34a01EOYS%'feldYyhpy-ZMVWMYFgXMYII'D%OMGWH Vc]nF HMIMF3u
4i0 ]-00 108-0 1156
Fb0 YQO 38-0 3-01-8
NAILED NAILED 4r&= Scale-1396
wo
NAILED 3A 11 NAILW"IR=
3 12 13 14 5
on 11 11 it T I
6.OD 12
ass
2
1
l
6 IS 1 16 17 6
P
Ra41 4E= NAILED a1o= NAILED,, 1
Eye®I Ne"
]-00 1D6D 14Sa
3-ttd
Pia OII kpCYl-- 124 2 I13'QL6 Q2-0L Ifi'Q3E O307
LOADING(post) SPACING 2-0-0 LSI. DEFL m goc) Weft t/d PLATES GRIP
TCLL 20.0 Plate Drift DOL 125 TC 0.66 Ved(LL) -0.W BB x999 2do W20 240190
TCDL 10.0 Lumber DOLS
BC 0.48 VenQL) -0.i] 80 a9]4 180
BCLL 0.0Rep Stress lncr NO WB 0.36 Horz(TL) 0.06 11 Na Ne
BCDL 10.0 Come FBCW1411PI20D7 Newx-MS WaghL11311, FT=2D%
LUMBER- BRACING
TOP CHORD 2MSPNo.2 TOPCHORD Structural farm sheathing,directly applletl or 4E ac purine.
BOTCHORD WSPNo2 exceptendvalvals.
WEBS 2x4 SP No.3 BOT CHORD Rigid calling directly applied or 9-74oc bradng.
OTHERS 2161 SP Not
REACTIONS. (ILYsi9=1015NSE,11=11]5'0.30
MaeHorz 9=16)( 0)
Max UpIM 8=91)g-(LG 0),11-40a(LC e)
FORCES. gb) Max Comp.Mlax.Ten.-Mifomas2W(lb)orless Optxfiensiwwn.
TOP CHORD 2-3=-953(J]4,3d--614266,4-5=614200,2-&-94flr318
BOT CHORD )-0=-3]01192
WEBS 38_1310111,3-7-3M04,17=442239,57-Rf3R W9,2-8=2]01143
NOTES
1)Wind ASCE 7-10;VUL-13Wnph(3 seo and gueQ Vand=101mp11;TCDL=5.0psr;BGDL=S.Ol h=25h;B=45tt;L=241[eve-<IS Gat,
Il;Exp B;Encl.,GCpi=0.16;MFRS(dirtttlarmp;end veNcel lett expose;Lumber DOL-1 W p ste gnp DOL=1.60
2)Plovice adettuae drainage to prevent water ponding.
3)This hues has been deregned for a 10.0 net bottom Glord live load neocortcurrent wtih any otlrer live loads.
4)'Thk truss has been designed for a live load of 20.Opsf On the bottom chord in all areas W4rere a herrings 3801x1 by 0 0 ame
Wttl lit beMce,Ne bottom Ohm!and another members.
5)Readig at talons)11 considers parallel to gran value using ANSI?PI 1 angle to gran formula. Building designer should venty
capaGty of bearing surface.
e)Provide mectlanloal connection(by others)of Was to bearing plate capable of Withstanding 1001,uplift at Innings)except gt=lb)
G-31],11-16d.
])'NAILED'Indicates 3104(0.14613')or 3-12d(014813.25')toa-nalls.For more reform refer to yl ST-TOENAIL Deivl.
8)Hangars)oromerconnactlon&Ai (s)shell be provided sutiiaent to suppod concentrated!loads)3601,tloen antl 290 Ib War
7-0-0 on bottom chom. The deslgNselection of such connection device(s)Is the responsiNlity of others.
9)In the LOAD CASE(S)section,loads applied to the face Of the truss are noted as front(F)Or bete(B).
LOAD CASE(S) Stallard
1)Dead.Roof U.(baarwetl):Lumber Increase=1.25,Plate In.mm l 25
Uniform Loads(pig
Van:1-2=EO 2-3=-0O.3.5=60.6 9=-20
Concentrated Loads gb)
Ven:3-122(8)8-33O(B)12-122gg 13=-122(B)14-126gigl5-60(B)16=-6Ogg 17=62(B)
Q WApNxp.yyX/MI{1npvWnlw'em4eFJa XOiFS CM 1M9INe NCLVDEp MIER aIidIMCC PAOEN]4Am.1MYA1e—asio.
11ffi,T WMMa§d4YYA1r,IMIG.@caewckm.REtlefhTkb daNYiµ-"padnelen NwM.mtlkldm MAeW.M ddMpcanlwm�t.rot �
W6voei,aBvlwa ue.11¢dabgtMsmpr mint YaR/Ra ggka.Ylh of Mtla,{vxmralersm]wdlo4Yewpdole XikdesDn[tlo me Quandt
gdeYan. b«ne lrticaretlklo weuamr lvclAhpolMMkA9Mnsweb ut.l'Id eMna mem�rsdYv. A"dlMae pmt T'a•d PormmorrraafV ev
xawanrema.e rd nmulvamd loweYemlwlowe,.mnp�Ne Per.:dw YdrYa'dwIX>AMdvn�e. For 9erWrGgWrcerepvUgyW l..
aoaft, bw SMa„re.tlHufromcMho..g,IRKa Mm.tl u'eAryeUM1 yIWN .a5a 4eeri4 aC91 MrEb�P eoaVorwN 6Wf Geta EY BMtl.
SWIy Hdnxldr rnvXMotom inea Rob RarMe,Rla N.lee SlreeL 9JiedIR.�VARR314. � Targe FL 3%ta
Jab Trues Thea Type Oy Ply
a315158i
10522T0 T20 Hall Hry 1 t
Job Refelef e fgnaX
Bull0llg Component SopyJeckcomnlleFlIB.D1DaAp2D2meTlndaslneA llN. Fn Aug19152D18Paget
D:Gdlgry9s9a01E0YSXi8ldYyl;y-IBNttyaNegeRMIOFbxIATM0LbNauThkym31
1i-0b]-02 P0.0 1b5e
1dD ~ b]-12 9N SSe
ar8\1 5112 Stale=1.A
9 12 13 5
BEO12
6 i
2!
9
IIB=
WII
2
_ n
9B
m
C
rI
] 5
e mB=
a10- 2x0 II
MOO use
¢oo sse
Plate Offsets(XY)- 16.0-4-BID-2-121
LOADING(psi) SPACING- 280 CSI. DEFL. in (loc) VdWl Lb PLATES GRIP
TCU- 20.0 Rete Gdp DOL 1.25 TC ('.51 Vert(U-) -0.17 76 >966 290 MT20 290190
TCDL 10.0 Lumber DOL 125 BC 0.65 Ved(TL) -0.99 76 >390 180
BCLL 0.0 ' Rap Suess Ind YEG WB 0.3fi Horx(TL) 0Off 10 Na IVa
BCDL 10.0 Cade FBC201OfP1200] Metrix-MS Weigh:110 to FT=20%
LUMBER- BRACING
TOP CHORD 2x9 SP No.2 TOPCHORD SM1udural wnotl sheathing diredly applied or 880 m perins,
BOTCHORD 2x9SPNo.2 exceptelltivemeae
WEBS 2x9 SP No.3 BOTCHORD Rigid cailirg directly applled or l 0-0-0a.bracing.
OTHERS 21BSPNo.2
REACTIONS. (INs.) 8=650/0-58,1052&03
Max Hoe 8=215(-C 12)
Melt Uplift�63(1-O 12),10-10](LC 12)
FORCES. (Ib)-Mex.CaepJ*rc Ton.-Allforee5250(Ib)orlessemept whenshown.
TOPCHORD 3i=-38180,95=-281/10]
BOTCHORD ]8=-2291360
WEBS 5]=-160/930,38=-08&20
NOTES
1)Untalerand and live loads lave been considered foriMe caugn.
2)Wind:ASCE 7-10;V W=1NrTM(&second gust)Vmd=101mph;TCDI-S.Oi BCDLd.Opsl;In X;"Up L29X;eave=9X;Cat.
II;Exp B;End,GCpi=0.1Q MFRS(directional)and C Exledor(2)-14 0 to 16 0,Inlerior(1)1 8-0 to 9-O0,Eldedor(2)00-0 to
13 2 1 mire;and vertical lett exposaQC-C for members and tomes S MFRS for reactions shown;lumber DOl_-1.60 plate grip
DOL=1.60
3)Provide adequate drainage to prevent water ponding.
9)This truss has been designed for a 10.0 Psi hotlom ohoul live load noncolaurrent win any other live loads.
5)-This bell has been designed for a live load of 20.l on XW bottom pull In all areas where a ductal 380 fell by 2-0-0 Wlde
mif fit baMeen the bodom eller!and any other members.
5)Sending at joim(s)10 considers parallel to grain value using ANSI?PI 1 angle to grain formula. Building designer should verify
ppadry of bearing sude arc
7)Provide mecM1aniral connection(by ogres)of trues to bearing plate aapede of withstanding 1001b uplift atlolnl(s)Ii except Qt=Ib)
10=1D].
Q WAMINa'si 9Nan pmmwlm wiD NEA.NaiEa as nal.we'.MILEN aEFEflFNCE PROE.16)ITl m.ulso 15 eEFOFEYSE
�aPI vtlYJ rp uce mN MP Mllok®cmneclai.PEtlalala Wcetl oNY�P✓^t�'+�rsalers Nxwm.ab kla m MMdfll GUYexry, mn�Waaul,ml
MOT&em �Iae ua,X¢dYdhp aaY{exxmW w9N IMm AMINd aa.NllpaanelanadM1 W:aIY YIcu�Iole Mt�,ord me rawer
WypUubn. BxFgxMcal�efogevenl dKMxgdIMMNxI M1ve'eeba✓LwclvtlnrelltB MIV_Nualwelelnwlm mepamlureal daCb'9
k Woys replle0 kr e1d:Myuwf bpevwicdlgee♦fm�at'amxxx F1'VY arcI daoelWdum�a. fa aowlmleJWltalegOrllg Ae
kUlleolMn nora9e.deF.arv.erecMagllackpo161mesadllungAemr.[saVxL/INI OutAy CrllMo..9xMaY lCN[WlpCemWnxx 'wi'L EM1Fldtl.
IyNy Welmoflpn pvyklMe M1an Lim Rule MIMe.21e H.Lae Sheel.5dbd120bvax'1b.VRYta19. Txlrys.FL aM10
Jab Thus Thea Type I]ly Ply
T931515]
19522TO T21 Hall Hry 1 1
Job
I (optimal)
Building Contestant Supply, mllle.F356 0fleApr202D16l eMe
s,In .zFn f9f52023216 Pagel
-1d0 6P0 1611�8 1430
110 SAB S4L 360
051\ 5%12= Scale 1485
4 5
6W 12
13
3
46=
12 d
2
1 4x6
11
'S
g 0 ] 6
2N 11 p5= 4n0= h411
O 6 ST-0 10-11-B 143-1
s]s s40 bba
Plot.Offsets{%,YZ 15�OJ-80-2121
LOADING(psf) SPACING- 27 CSI. DEFL In (lac) Vtlen W PLATES ORIP
TGLL no Me Glp DOL 1.25 TC 0.33 VMt(LL) 41.02 B-9 .999 240 MT20 244/190
TGDL 10.0 Lunrar DOL 1.25 BC 0.30 VaM1QL) -0.015 S-9 1999 130
BGL- 0.0 ' Rep Stleee Incr YES WB 032 Hmz(TL) 0.04 11 We Mz
BCDL 10.0 Cole FBC2014 12007 Mehlx-MS Weight:124 In FT=2
LUMBER- BRACING-
TOPCHORD 2x4 SP No.2 TOPCHORD StludurM weal sheMNng Mussy applied m 6-00m puO09,
BOTCHORD 2x4 SP No.2 except and ventrals.
WEBS 2x4 SP No.3 BOTCHORD Rigid rolling tiredly applied or 10-0-0 oc bredrlg.
OTHERS 2x8 SP No.2
REACTIONS. (Idslie) 9=858Ndd,11 1526438
Max Horz 9=244(11012)
Max Uplift 9=49(11012),11=422(LC 12)
FORCES. (Ib1-Mac Comp.RAax.Ten.-All tomes 250(Ib)or less exceptM1en.rover.
TOP CHORD 2-3=-522/58,34=-29140,29-6111149
BOTCHORD &9-251/156,]8-201/405
WEBS 37-3=675-7=-19W452,2-8=&411
NOTES
11 Wib . C rod Ilve Ioatls have been mr d gwt) la d=101.ph.
2)Wird:ASCE l.,G Vu16180mph RS pdmtl gust)Vesd=101mph;TCDL=S.Opsl;BCDLd.Opsf;h=25X:B-15X;1124X;eeve�IX:Cat.
t11;o Exp B;Encl.,;end wi10;MFRS(sedIC G all and for and
& to 130,Intetlo na shWi to 10.11-0,Fid-1.60 p 161 b8
to 13104 rale;end vertical lett e�osed,G-G for member end times&MW FRS for reactlols shown:Lumber DGL1 BO pate gnp
DO 1 eg
3)Provide a my,be n design d prevent water other p
4)TMs!msshasbeenn deignetlfor e 10.0 Pat do f20drMnlive Mload om Wrd in shaany om live Imes,
5)'TM1It truss has been osigned for a live loth d 20.Opsf on Me Whom Glmd in etl areae wfiere a redang163&0 tall by 2-0.0 wWa
rill fit bMwem Me bottom rhoN and any other members.
B)BeaMg at ort(s) sconsmers pardlei to gran value using ANSUTPII angle to grain fonnuls. Building tlasignm srouM verily
capacity of bearing sodi
unroo
>)11=12¢mechanical wmedion(bydhe5)d Imsa to hearing plate cepeMe of Mthslantling 10015 uplin et loint(s)9 except(jtdb)
11=1 zz.
oveays� try OatlpnpvxnronrcaneaEIPNOTES CN....'some MIrENaomea CE VPOo-11s v.moueofaeEPoPEhaE.
paswn WM lorwr wrywia viv.conredon.eve Maher IIT—,only upm{<xa-l-tlwwn..Is 1,m 1,u11W]ml WYtllhp,xxnz
wianl.awl
oil qctWay,BMiO MA IMa to ummou wctlMolR@.tl M Pm.'ou V.,c ain..or, ot1 Vrtl9bM IUnP�xW mtl'am�nq¢Mdai19
ktlway�a-1iN la sMiMllymtllo gevanlcdgrzwIM WWMeMxaxv a,d rvw�Nmaxemefo�gcNa,dplOmce�eaaar xro 00044 EM BMA.
IaM,fte .largo.tlelNery.e�a.aW ma.'hq 'Ima er -t rum vme64-oorII Qglry CXIMo,056-09 ogaC91 BYRIiPCwnpOn•nl
.yaly llYamgXm awldYe tanl�rMe FePMa.RIB N.Iee Sl�eel.5dle]12 NemMb VPR431 E. Ts�rya.FL 49610
dab Trines Tlwa Troe ON Ry T&i15158
10522TO T22 Hag Hip 1 1
ob Re
Building Component BUPPry, JedtemNlla,FI32256 B.OEOS X79ldYy -VK lMUW.e. ;w F?Mja aug 15:2O.2320DBMr
ID:Go0g1}9eCe01E0Y8%9B1dYyhpy-VKuflls'NEox3NxszFiWVllsSd]488Y�e0DBymF3a
.g 5293 6643
g 5293 100
3x8_ Seale=l:•a33
6 SO 12 0
p 3
10
3rd �e
1
iffi
b
IXB=
6 l
4
e
a
6 11 a
3M II 3H=
1
S-2-1313
9 "Cr bU
PIN 011sefa(RY) 12'OJO0-2-01134600-2-121.f9'0-1-80- - 1
LOA NG(pall SPACING- 2-0-0 SI
C . DEFL. In V.I Vdee Up PLATES GRIP
TCLL 20.0 Plate Oda DOL 1.25 TC 0.50 Van
-0.0] 45 >999 200 li 24/190
TCDL 10.0 Lumber DOL 125 BC 0.61 Veti -0.20 65 >126 160
BCLL 0.0 ' Rep Seess her YES WE 0.08 Hoi -0.05 8 rate We I
BCDL 10.0 Code FBCXRVIPI200] MetdxJAS Weight:7210 HT=20%
LUMBER- BRACING
TOPCHORD 2x4 SP No.2 TOPOHORD Structural MW sheaObg diretlyappllel or 6O-0 no pudire,
BOT CHORD 2x4 SP No.2 except and ashroels.
WEBS 2m SP No.3 BOT CHORD Rigld calling diredly applied or 10-00M bmcing.
OTHERS 2x6 SP No.2
REACTIONS. gblslm) 62480-7-0,8445
Max Hom 6=]6(LC 12)
Max Uplift 8=106(LC 12)
Max G.5,2]0(LC 1]),8258(10 17)
FORCES. (tb)-Max.C.mp.IMex.Ten.-Ali fomes 250(to)or less except wnsn smeen.
NOTES
1)tjppah hoe l roof save loads Now been constrained for this design.
2)Wind:ASCE 7-10;Vulti Salado(3aewM gust)Vas 1=101mpb;TGDLdOpsf;BCDL=5.Opsf;R=25a;B=45f1;L-24q save741t;Cal.
II;Exp 8;End.,GCg=0.18;MFRS ldlreaionag end CC Ededor(2)(Yl 121.e l 12,Irdcn oul)31-12 W 52-13,EaeMr(2)
52-13 to 61-9 xone;C C for members and forces S MW FRS for mations shown;Lu nber DOL=1 601%ate gap 1)01-180
3)Protide adequate doges,to prevent water p.n0 nr
4)This truss has been assgnetl far a 10.0 psi boVom chord live load nwn unent wgh any other five batls.
5)-This imss has been designed for a save load of 20.0pst on tle Whom teed In all areas where a molangle 3&0 tall by 2-0.()vada
will fit between the hoK.m chord and stint other members,with BCD L=10.Opef.
6)Beefing at joings)8 considers parallel to gran value upW ANSIFPI 1 angle to grain brtnula Building designer should verity
capacity of bearing surface.
7)ProWde mechanical come tion(by phase)of Huss to bearing plate capable of wthstanding 1001b upad at joings)saw gLlb)
WIPNMf YWXy 6alenprmWIW.WNPE6p Xa]E9 aN]M9INp IlCLVOEpImEN aE]FaINCIVIOEIY]iAm.IWN015 afMaE USE
Ir-WltlI -I-«iY'.rllp nuag w¢clas.lMtlatlgn 61wvIdYV open pxanelam Norm.uMlsl«mMIWM dlKhy wm[venl.roti
h by Mem Prl«eme,IM pJMep dasam mml vrlh MappkMMlNolale9ah[vamelen.m gopeM rtiM+«.re IM CeY{Nhlnlo ll'r w«dl
lxwmaawi.. emnpMhtlkolMes v_ .il..�xaipollriamanmw..wartll«moramambeh:«ur. ]II«hna hmhw«mwm�r.aml.«eg MiTek'
wawanheWratl 1«.nl+eN«�tlm[.evonloalwamin r>o .cea«bl Mry«a Ppm a..ace. I«a.n«a e.«I«�e hea.rathe nW
akrnwm s«apo.tlfav«Y.emcvmagl ligollvae[«tllmeaplenisteeAN61/INti xudpemnaoue+sa app w6mheo=hhwn.m nape e.m e..h fun.
sd.lYlhtlwmMen ax Mia ndn aim Rale MIMe.2en lee meet sM]h2.NeraWlavR Yl3l e. Tei, Fl]Mao
Job Truce Thio Type CRY Pty
T9316158
1o522T0 T23 MonapihD f i
Job Reference limner
Building Comporent SUppq, Jacxsonaigs,If Web SOtO SApr 202016 MiTek lMoldes,lva Fd Aug1915:20242016 Paget
IO:Go0 iry9s1eMEOY5%9gldYyVpy_%Se Wg%WgM478g.UFu1U'ICpZOIIeFNndymF3r
4.613
4413
fico Ft2 Smile :Us
2
ass
B
sea i
1
12
B=
b
A
4x6=
2
4 3
52w II .1=
A&t0
651,
PlaseClissami 12.0 DIIY2-121
LOADING(psi) SPACING- 2-00 CSI. DI in (lac) fir: IbFifireight
PLATEB GRIP
TCL_ 20.0 Prete Grip DOL 1.25 TO I Ved(LL) -0.03 3d >I f 240Mi20 244/180
TCDL 10.0 Wmber DOL 1.25 BC Cliff Ved(TL) -0.08 3< >717 180
BOLL 0.0 flap Stress kms YES WB 0.07 Hoa(TL) 0.04 7 No Na
BGDL 10.0 Once, FBC201UTPI20D7 Matft 6 6911, FT=20°6
LUMBEIH BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Slhctural Wood Meaning dirroy applied or 4E 13 W purlins,
BOT CHORD 2x4 SP No.2 except and Iran s
WEBS ZPI SP N0.3 BOT CHORD R,M telling dlreclly applied or 104)0 W 1,redng.
OTHERS 2x8 SPI
REACTIONS. (@'sl2e) 5=186/0-7-0,7–lfid 8
Max HON 5=112)
Max Uplift 7=-112(LC 12)
Max Ohav 5=166(1_01),7=172(1_017)
FORCES (Ib)-Max.DompMax.Tan.-All IOrce525o(M)orlsss exopl WDen show.
NOTES
1)Wind:ASCE 7-10;Vull=130mph(3,,I got)Vesd=101fini TCDI=6.Opi BCDL .OpsC 02511;B 51t;1_=24ft;ea ie ft;Cat.
g;Exp B;Ew1_GCpi=0.18;MFRS(ulrm oro)and C-C Exletlor(2)01-12II31-12,Inte9gr(1)31-12 t04-i-9 ao W;C-C for
members and forces fl MW FRS for Protons shorn;Wmber DOL=1.60 Plate grip DOL=1.60
2)This truss has been resigned for a 10.0 psi Will=chord Ilve load nonconwnent Will arty other He loads.
3)•This them has Wen designed for a his,bad of 20.Opsf On the bottom chord in ell areas ware a rectangle 360 tall by 2-0-0 we
Will fit barvzan the Doom chord and any other members.
4)Bearing at)o1N(s)7 considers PloWl to grain value ming ANSVTPI I angle to grain formula. Budding designer should verity
capadly Of bearing sulfa's
5)Pnowe mechaniol cohnedlpn MY oBrers)of truss to beam,plate capable of Withstanding tpar 1b uplft al ranch except Gob)
7=112.
�WWbINaVW8y4N8np�amabaW NMaNO)Ee g1116S MI0 NCLWEOYIFI[FEFEMNCE IIaE.iF)Inm.IWYNI68Fldal amE
n Wtlld vearYY VAIn IAIeYSconreclors.Rhde4T 6Netl WY urxnryamnlers Ywwia'A bform XVJAkHd hMhp cwngvent,rot
0rsisVrNm Borers�te.IM IiYMp M6ervwr mtM VMNIrie Ml+d+LlNold�l]n pvranulmWpopeM1YMw'an^rsren all Ina ouch
WbrGG de4pv ao lglMPnlerl aro ryeve .l .figdNUM1eM✓4 l
MmwebaJ/or acNmemlursoNY. bMlanp gyaM gmrtxMrlMwlrg
pIaddwhaarlxbrne.gNawe�dMe.tlAeWlNeIryN,�erocIlObInXund in"in.l mWm144e'—win.
wWWLmfe adish,Cwa. 'able.,and Cle lbapgsCionmgW,n ianParke 6p6Y4.
Tan,RL=10
}yaly IrMmgXM avdode M1cm aimflNe nMMa.RIB N.lee Stree1.5JR>12.NexarcLh VP2231 J.
Job T. Truss Type Cy Ply T93151M
t O522TO T24 Roof Speual Glmd 1
2 Jab ReNreme o Hanel
Wilding Comport SuppN. Jeckaolwille,Fl32258 e.010sApr20py-6a VKk0sNea,WF6pii Au91915'20d832016Pagr1
ID:Go0g1y9s4a01E0YS%?91EYytrpY-vrvaOVKvuB9AYwIEWFSpi]BLAONA '0 EZsggVymF3p
2-f 1-B 52-09 1028 16-18 1]-BB 20.30 266e 20-0b 317,0
2-11-8 235 Lttb L11-5 2-0-0 2�F0 5-9-0 &1L 268
3cNe.153A
<M= NAILED
ass 44= 35= 4x10= 16= .5=
1 2 2fi s 27 4 s 6 20 ] 829 33 B
0 5 ld
31 39 21 34 35 Ed 36 37 h10= 30 - 40 41 1442 43 44 5
25 2I 010 4aS 10 17 16
"LED NNLED NAILED >z10= NP0.ED 4x10 E 11 IUILE01
"LED NAILED NAILED NAILED NAILED 1Ux14=NA NAI NAILED WEED NAILm
NAILED WIILm
2-tf0 1213 1088 1598 1788 2038 2560 26FB 31-18
2-11-6 23s ,116 4-01-s 24-0 2-]L 680 a.-0 254
% Ofl Is my)- 115 96 0 41 119'0-]-0 I
LOADING 060 SPACING 2-W CSI. DEF, IO 0.) ydef LAI PLATES IXiIP
TCI, 20.0 Plete Gtlp DOL 1.25 TG 0.48 Ved(LL) -0.1619-20 x999 240 W20 240190
TCDL 10.0 L.WrDOL 1.25 BC 0.97 Vii -0.1519-20 x623 100
BCLL 0.0 ' Rep Stress lncr NO WB 0.87 Ilor2(TL) 0.20 10 We Wa
BCD, 10.0 Gude FBC2a14TPl2007 Mebix-MS WNgM:43910 FT=20%
LUMBER- BRACING
TOPCHORD 2x4 SP 141 TOPCHORD Strucu
tral wood sNaathing direeuy applied o154-10 oe Infir
BOTCHORD 20 SP N0.2'Except' except end vertical
22-24.4-18,7-16,11-13:2x4 SP No.3 BOTCHORD RiBitl wllBq dlredly applied or 10-0-0 oc bradng, Except:
WEBS 20 SP No.3 60-0 be brading:it-1a
REACTIONS. (IWv2e) 25=2891(15-8,10-.2915-0.5-8
Max Uplift 25-368(LC 4),10=-385(LC 5)
FORCES (Ib)-Max.Gompd.4sr.Ten.-All to1ro9250 gb)or less except wtren Shawn.
TOP CHORD 23-25=-2651(361,1-23=25574356,1-2=-2927I370.2d=-2927/370,3-0-446'5-60,
46=54961665,67-50841608,78=31200-301,B9=-3120,781,10 285434,
9-12-2609373
BOTCHORD 20-21-56(14646,1420=8731555],4-19_-181584,15-16-48/414,]-15-131A344,
14-15-8145118
WEBS 2-21-31&136,1-21=-0]&3]62,3-21-22600272,3-20-Ml ln,4-20-1175`167`.
6-17-2695,W,17-19-W14569,6-19=-2441912,6-15_1601071,15-17=-53041540.
B-14=-38411 W,
7-14=-2539317;9-14-474304
NOTES
1)2-ply Buss to be connected togetherv4th IM(0.13113')"is as follows:
Tap chard3 connected W follows:2x4-1 row at 04 0 ad.
Bottom chords connected as follows:2114-1 mw,at)8-0 ad.
Webs tallnede0 ee Ioll0ws:
2X4-1 row at 0.9-0 oc.
2)At loads are considered equally applied to all plies,except 8 acted as front(F)or beck(B)face in the LOAD OASES)section.Myto
ply onrredti havebeenpmM todistributeonlyloadsn01adas(F)or(B),unlessolhelwiseindcatetl.
3)WMd:ASCE 7-10,VulklWmph(3-second gust)Vasd=l Dlmph;TCDL=SOpsf;BGDLd.Opsf,h=25X;B-15fl;L--3lft;.a ft;Cat.
11;Exp 0;Encl.,GCpi=0.18;MFRS(directional);Lumber DOL=1.60 plate gdp DOL-160
4)Provide adequate drainage to prevent water ponding.
5)All fall are 2x4 MT20 unless om i rw ee Indicated.
e)TNIs three has been deslgned for a 10.0 at Whom chard live load noncormurvat with any Other live loads.
7)'This Muss hes been designed for a live load of 20.Opsf on the bottom chord In all areas wham a rectangle 3-6-0 tall by 2-0-0 all
will Bt between the bottom d1oN and any other membem.
8)Provide mechanical connection(by others)d truss to healing plate capable of withsfarmag IDD Ib callfl at joinf(s)except Qt-lb)
St--me,10 05.
9)'NAILED'Indicates 31114(0.14813')or 3-12d(0.146'1,1.25')toe nails.For more debate refer to Mi ST-TOENAIL Detail.
LOAD CASE(S) Standard
f)Dead.Roof Low(baknced):Lumber mcrease=1.25.Plate Increase=1.25
AWIMMO-YarNx 4n4]np��WwewM AaAB NOTES CM 116xXO NLLIIOEB M/EN e691xNCe Pa6EM4]4Am.laaVAla9aeaAEVSE.
n�i�haute oNY`x1m MIIA@. Ccwwcbs.Rlsdatl[xrB�s.]dYYUWn paanelen Ywwn.aM aldm M1ANGroI IxAtlYgt.dApxierM1 rwl
tiasy[leln gbh Y6,laeMMigdea}iermul vetlN lM c4[BkdMryoltloBdrWm,elers aha po(»rIY YlmWrule Xlada¢nblolMavddl ��r�
b W/Nz eft bts�NyzMbP rl4/B tr9hr rile WrgrvxM YluYm]pc[t^rIY WnWePro
rocn.-nvirmtlria npnlW¢PO Mllek
fau"'w
lmaca9cn i.'std, 1 aec4on m]dIXYgd MmeSaMlnn won- Wre.GVIN Ca1xk.WNl aq"eved",Cara swed 1.Vnb EM B.
fdaterfi WM ova.Banhum aall...RmN.lee ou 1,elle rU,Ne.VA 11]I<. Tergs FL 33610
'a Trues Truce Ty Ory Ry
T8315180
10522TO T24 Roof Spedel GO. f
2 Job Rel ( W)
Buil0ing Gompmnt Supply. JeckeanNlle.H 32266ePpr 202016., ln4uamee,Inc. Fn Aug 1815.20.282016 Pegg
IOGo0gry941e01EW0.010 W91 eYylryy-maOVKwNAY IEWFSp MI IVAHHO_tlZe qWV 3p
LOM CME(S) SWdare
Unit.Lo .(plp
Ve0:l-8=fi0,24-25=20,19-22=20,1&18-20,131 X20,1011=-20
G .nlreta0 Loedu On)
Vert 1�-230(F)21-1 94(F)19--230(F)3 -49(F)31=-230(F)33=-194(F)34=-194(F)M=-1M(F)M5 l94(F)37-194(F)30=-230(F)39=-230(F)40-1 M(F)
41-1 M(F)42=-1 72(F)43-1 MIF)44=-231(F)
�WPNHM'9 VM/y Gc'pn
'u——i NERn Mulii a. 1.i.n MLt UOW MNENaEFEMNCEYP 4E.WFlOe m.la(6'AfflE/OPEVSE
O{p veMa la ua wN Hm MIIcl9 cdnecla5.Peoakn Rluaa onv oV+a fmwlert Owen.aul erormlNMd�tl bJa1'tl cdn�penl.ml
a ma.rNarri mlaa .Ire wlerw aakxa� lrenNlrpw+krunrolrrl>a�ae�ae�r+a»'rivnfoiporula nseemarrnln lre owrai
aMagaaWr. ®ooM9Ma�olaaNmPre.anl a<wn9alydtiaw Maw�aawwor�wamambareonr.e.rurwan remparW m6 vermareataame MRek'
s rtxayrepeed la bla411ypgln pewnlcdlgws Mmlw�Je Pa JkWOYaM aq>�lVd nye. lw�rwa eJMfere9�aiq P.e 1.F a.Eat eYe.
iu bunn.ala4. ilM —ihuu,wgba'i-rq of18N, a Mrs unu bEVIWIRI COIN14- Ueld9 oglCN kuM9COmponN
edNr Inlmngbn mtYkde Oan Iri6FN1e F¢IIINe.Rte N.leB 5Me1.9Y1e 314.OlamMb VPY[311. ierrys.FL 93610
Job ThoseTruesTroa OtY Ply
8315181
106ffiO T25 Hip 1 1 t
Job Relemnce(o0tlonsB
Building Component Supply, Jacleaussile,R 32256 8.010.Apr2020I6NUTwcIrdustr1es,Inc. FrIAug101520:272016 papal
ID:Go0gry954e0fEOY0x2910Yy,rq,-O68migwWySPYSpipol(agLtEWNnGnDCEMy FSO
130 2-0bB 8890 1518 518 2038 23 F6 2&10 3010
1-58 F60 SB2 8L14 1fi0 620 3 2-14 51-2 238
Scab
=1:546
6.00F2-
]x10 45= 3c6= a5= a6=
4 3 1 2 26 3 26 4 5 27 6 20 ]
1
Zvi
1 n I
n 46= 16 45= 13_4at0= 4ai= a 8
4S II 36 3W
3a4-
1bb 2-11A 8890 1518 � 2038 23b8 'ffi]8 31-1A
' 16-0 18O SB2 6110 1-0-0 43A 32-04 342 2-5-0
Plate 011aeN - 27/<8 Q2-0
LOADING(fief) SPACING 280 CSI. OEFL In hoc) VtN6 W PLATES GRIP
TCU- 20.0 Rate Gdp DOL 1.25 TC 0.83 Ved(LL) 5 16 .999 240 Arm 244/190
TCDL 10.0 Lumbar DOL 1.25 BG 0.71 VedQL) -OAO 16 x918 180
BCLL 0.0 Rep Shaer lncr YES WB 0.61 Horz(TL) 0.14 8 nee We
BCDL 10.0 Code FBCAR47PI200] Metrix-MS Welght21316 FT=20%
LUMBER- BRACING
TOPCHORD 2x4 SP No.2 TOPCHORD Stuluml wpod sheallneff directly applied or 380 no perlm.
BOTCHORD 2x45PNo.2`Exotir except and verticxls.
1619,20-21,22-23,9-242x45PNo.3 BOT CHORD Rigid calling directly applied or 10O"oc owing.
WEBS 20 SP W,3WEBS 1R at midpt 78
REACTIONS (Ib/N2e) 8=127&058,17=12B7/0SO
Max Hoa 17=19(LC 12)
Max Uplift 8=-140(LC 9),17=10](LC B)
FORCES. (ID)-Max CompAMax.Ten.-All forces Ys0(lb)or less except when shown.
TOP CHORD 1-2=40l W.28=-15361297,3-1=-18]0-328,48=-1674/320,6]=-140]Y140,
8&10=-1232/214,]-10-1166244,17-18=-1231/23],1-18=-127&266
BOTCHORD 14-15_—S iSPt.12-14-20]/1536,11-12=240/140]
WEBS 2-15=8]1288,1-15=-19611168,4-1T-02]/166,3-1b7lW24,2-14-255Y14]6
312=67/416 611=815254,7-11-29511602,6-12=-1081M
NOTES-
1)
OTES1)UNmlanced roof Ilse loads terve been considered for Nis design.
2)Wind:ASCE 7-10;VMt=130mph I3sepprM gust)Vaed=101mph;TCDI=50pd;BCDL-5opsf;f125ft;B=45tt;LS1ft;.aye ftt:Cat.
II;Exp B;End.,GCpI=0.18;MFRS(directional)and GC Extedor(2)0-192 to 5103,li edor(1)510-4t,,30 114,sine;C Dfor
members and forces&MFRS for mad we shown;Llmber DOLr180 plata grip DOL=1.60
3)PmWde adeguele drainage to prevent water pending.
4)All piatee are 2x4 MT20 unless otherwise indented.
5)This truss hes been designed for a 10.0 fist bottom chord Ilve bad noncenclu enl xftp any other lige losses.
6)`This Wes has peen designed fora live load of 20.0pst on the bo urn chord In all areae where a rectangle 38-()tall by 2-our aide
Wil fit bethesen the bottom chord and airy other members.
])Protide mechanical connection(by others)of tress to Gearing plate Capable of Withstanding 10016 uplift at fount(.)except at=lb)
3=140,17=10T
Q W4aNx1aVHIyCro'pnpampxean4aEPONOu,Se iIIS RNa MLLU0En E1lIENaEFE.xNCE I4OENa)0]m. baEFOMV4E
LbLgliwYbfa vs aNymM,MIIM9mnrtctom IKtlaLUn hbxtl Duly uµm Wrmulroa Lnw.m161u,m 1,111,1,1N,1,1Wd 1vMtllryr cwnpxall.ret
a Ouv bysluni-Wlue,m.Mn WY�p tle4yur moil vwlly II'e WACMINoI Ws.a�K.'rn,eteiicM ggrenYFcunvate MEtlotl{arinto IF¢oWroY
wm3aa4en. e�><rremm,.aleeewere.arnarannfialrienww,mawx�..a/M.:r.,ramemm wr.adawrra le,nmmrzawaNme,numre Welk'
a awm�re9Wred for uabnW are 10 rNN.�t cwaa.win w�5xe ceNo.d axxv u,d Rocem d�a�. 1ry mm�a1�ww�e re9rzm9 n,e
fY kolas nd 2e.<Iellnay.xecMnoW hatAg ollnssrad Mmmren,e feeAhm/M1 Gufly e�Ml0.bHJFaM K.IwMnp CarrNrxnl new F.IL F.a1
aa.1r Iw4Nnaa.N a Amle norrr e,dl+or.e..mra.z1an.tee sneer suo3lz.ae.maw.vn znla. i.,,n..v�3x10
Jed Tmae Tress Type Ory %Y
8315162
10522T0 The Half HIP 1 1
Job Rel fotiona0
Bulldog Component Supply. JackwnWlle%32256 8di0sApr202018MiT8x1ndWmxx,lrc. Fri Aug19152d282018 Pagel
ID:GWq,Y9e4e0ffOY8X191dYyVNyeh9WO"jIm kMNWrA02 K6WgH4lLmWY.F3n
lea
IdB 7-118 S48 teS1I IS1d 2114 3YF0
I.-fir 15-0 411$ 4-0-10 ]11-0R ]-1412
ibda Seale 1:67.7
]xm> as u
BO3 52 2" II dlo= Ads 318= 45= 45=
3 4 235 2d 6 25 ] 6 26 a 27 p to
sear, zz
1
I
] u �$
6 15
p 1. 11 µ5- 44= 13 12 28 11
2621N= 3x411 we 410= 2=411
3x4 II
1-SB 2-11-0 S4B 10814 1S1A 23-14 3140
bS3 F6a 2S0 4-116 49-00 ]-1812 ]-11-12
%Ne OteeN(X7-}- 12:06_-30-9141111'0-2-00. - I I d'OJ8.0-2i1
LARDING req SPACINQ 28 CSI. DEFL In (hoc) VM W PLATES GRIP
TOLL 20.0 Plate Gdp DOL 1.25 TC 8]5 Vert(LL) -0.1111-12 x999 240 MTZO 244/190
TCDL 10.0 Wmber DOL 1.25 BC 0.56 Ved(iU -0.3112-13 s989 180
BCLL 0.0 ' Rep Streas Ilwr YES WB 0.81 HoRTL) 0.06 11 We Na
BCDIL 10.0 Code FBC2014RT'12007 Meox-MS Wei 247 Is FT=20%
LUMBER- BRACINQ
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wootl e0erge,direc6yappied a 3-10-14 oc pudlw,
BOT CHORD 2x4 SPNo.2'Except' except and verticals. Except:
17-19,]-13:2x4 SP N0.3 &0-0 do brdcng:2-4
WEBS WSP No.3 BOTCHORD Rigid oNlingdrectlyapptiedor 1080 widening, Except:
SO-0 gc bcactllg:19-20.
WEBS tROssinn pt 10.11
JOINTS 1 Brace at Jt(s):1
REACTIONS. Qbfs1,xH 11=1232/0-58.2 129VD56
Max Herz 2 (LC 12)
Max Upllit 11=-168(LC 9),20=9]6(LC 8)
FORCES. (i)-Max CompJMax.Ten.-All forces 250 get or less except when shown.
TOP CHORD 1-2=-002/113.2-18-9852]5.5a 13 1st,&]-15441309,]-9=154mm,
&1�-109]/M,10-11=116WM
BOTCHORD 1]-18-1064383.1&1]=148961,15-18=21 Si 14-15=282/1368,]-14=38&148
WEBS 25=4p68i'318,5-15-11]090,&15-507-144,694-6928],12-14-201
414=-128/552.8-12=-e]1ri28],1612=26A1468.2621=-1229/322,1-21-12231316,
1-15=-259/1082,5-16-66Sg51,2-16-1%922
NOTE&
1)Unbalanced real five loads have Seen considered for this design.
2)Wird:ASCE 7-10;Vult=13Dmpll(9second gust)Veed=101 mph;TCD"oiddl BCDLr50pet!=2511;BA ft;"If;eai Cat.
11;ENI B;End.,GCpi�,18;MFRS(directional)and C-C Eaedor(2)61-12 to 410-0,Warta t)4-1 Oa to 3&114 x iti for
member and farces 8 MAY FRS for reactions Sfgwn;Winter DOL--1.60 plate gi DOL=1 W
3)Provide adeguale drainage to prevent water polling.
d)This truss las been designed for a 10.0 Psi Bohan cfloW Ilve load noncmlcurrant shin any other Him leads.
5)'This mass We been designed for a live Iced of 20.Opsf on the before chord in all areae where a rectangle 3-60 all by 2-0-0 WW
will tit between him Whom chond and any other memtels,with BCDL=10.Opef.
6)Provide mechanical connection(by others)of truss to tearing pieta capable of withstanding too 16 upirr8 or loim(s)except gt=1b)
11=168.20=1]e.
T)Graphical pudin represeni does not depict the size orae orientation of to puhln store me top soldier Whom chord.
Y WP Pa ly 9 more marders M dess AND Ni MIEx sadean xeEM)4Am'.IOOLNIa eaiaaE YeE
v M M 1 W 5 t .-.h lw runnf wl Gins,-parsnl.lnl
f .1 111 Nx-1'41,," und sY."b'MTM^ole lr,ad wrihlo..1
t -nl '.4z1 I 1 1. ....
rtl membmaYY NMA'xxM k.n{cvyada mt+ 1am114
+ro Iw f Y�� lyw H xe",ftrxm -m gere�a pointe�WudV�
hAN.al W n.eon wares lam] Axs1/I%f AW314lNw D5Bd9aM C51 wMlnPComgmal eYW =to
nk45aule.zwe 1 st'iaealz aes aa.vn2R3 - r..a+n=aaem
Jab Tmw Tmcs TYPe OtY RY T9316169
ID522T0 T27 HIP t 1
Job Fetaro (opborall
43MNIn9 Component Supply, Juasmlvllle,F132256 B. igOlAW202018MIT"U4 6n lu Ri rug 19152039200ft 8 F31
ID:GmIgry95Ce01EOYS%191tlYyhpy-KUFX]Ahm W T61mIr5xDMR111iYC/IIMIc5O1 W 6KOtrymF3m
mt.]d t10 91—
IN i ]td- Si] ~ 1 1�1W Bi 00 ttd
PI B Ifcalw 1648
Ano% 34 If 2aA II
9W it 410= 41 are 4r6= 7161
B.Co tz 3 4 5 24 a 1!5 9 8 28 0 27 ze 10 it
4a
1
zi
i
aB 17 16 is
21 � 20 II 243 45_ 30 1413 31 3212
3'3d= 3411 h10= 4f0= 45
3H II
F�]Rn to 1DA2 Sl d4 E-teed Ptd
?H Std 411 11
PI OBeets l%YI- 12'08 Pia+21 11863-8 0.2 1
LOADING 1psq SPACING 2-06 CSL OEFL in gm) Udall w PLATES GRIP
TCU- 20.0 Plate Gulp DOL 1.25 TO 0.0 Vmlg L) -0.1712-13 >999 240 MT20 2/4/190
TCDL 10.0 Lvnber,DOL 1.25 BC 0.61 VmFQ -0.3412-13 >999 160
BCU- 0.0Rep Stores lner VES WB 1.00 Hwz TL) 0.05 12 We as
BCDL 10.0 Code FBC2014 12007 Mablx-MS Welght:27011, Ff=20%
LUMBER- - &RACING
TOP CHORD 2x4 SP No.2 TOP CHORD Nudural rood sheathing directly applled or 4-4-14 m Pw11ro,
BOT CHORD 2x456 No.Y'Escepr excepmvivenicels. Except
1&20,&14:2x4 Be No.3 600 m beading:24
WEBS 2x4SPNo.3 BOTCHORD Rlgldoei8hgdirecllYappeel Or1000mberch , Except:
OTHERS 2x45P No.3 660 m beading:2621.
WEBS Web Bmce:LengM(membar) 5]711(10-12);
JOINTS 1BmmatJ(s):2,1
REACTIONS. (INs12e) 21=12557-88,12=123210-58
Max Hmx 21,62(10 12)
Max Uplift 21=-1]6(LC 0),12=952(LC 9)
Max Gory 21=1256(LC 1),12=1241(LC 17)
FORCES. go)-Max Comp.rtMx.Ton.-Art looms 250 get m lees except Men sheath.
TOP CHORD i-2-288/112.2-1 9=-l0lWB0,5 c-11831270,&0=-1334/269,&9=-133.9280,
410=-965202
BUT CHORD 18-14_-1119 ,17-18=-1816194,1617-1 Bill 1 S18-24W1IN.&15=-39Mi 52
WEBS 2-]x-852219,2-17-7711434,5-17=4831102,5l 6=1151Tl9,6-1&=-61 W149,
6-15=-45283,1&15=1821(38,415-12V492.411E24273,1613=-21511232,
10.12=-121&315,21-22=-12281322,1-22=12151315,1-19=-21&1093
NOTE&
1)Urlbftanoad reef live loads have been mnsldered for this deign.
2)Wind ASCE 7-10;VWt=130mR1(3decond gust)Val of mph;TCDL=S.Op f,BCDL-5opel;h=25ft;8='15ft;L�lftl eeva-Ift;Cat
II;Em B;End.,GGpIAJ 8;MFRS(diorcfional)ant!C-C Exteriorly)0-1-12 to&1-0,Ulterior(1)5-10 to 29-11A EMedm(2)
29-117-to 30-11-4 Eam;C-O for Members"forces 5 MW FRS for readlons steatn;Lumber 00L=1.50 plate gill,DOL=1 BO
3)Pmvlde adequate drelrage to prevent rafter pomling.
4)This Cruse has been designed for a 100 pet baftmn clerd live lead nmeoncunent with any other live Irons.
5)'This tures has bean designed for a live load of 20.Opst on the bm
ottochord in all areas where a rectangle 3-6-0tall by 2-0-0 rade
rill At belre0n the boftom chord and any other members,Win BCDL=1o.Opsl.
6)Provide mechanical connedlon(by oNers)of Inus to healing plate capable of withstanding 10016 uplift at joints)except 0WIE)
21=171,12=152.
7)Grephlml pur in representallon does not depict the sire or the onentaboo of fire Pullin along Vile top mulvor tomom 00rd-
QW.aWWaYWIyCeq�gn11u1x enCaEIa NU]Ee ON TINa4NO NLLUOEO IW]EN REEER4NCEVIOEMN]OAm.IPOY[0159EfOeEUEE.
�4m vtll0 to uw onY MIIekD wxrveerexc lin Wvjnalw,etlaYY UFon nnirnierw5hwm.arvl htwm MxMx,d MYWlp cxnpm�nl.rot
mamtem aerate�.Im l.xa�re�p�l mml,renn tee m.+mbuN or Wem mamomaaw warenv�rn>walh mawmhmrolrewa,al
e�'�o®�m�h°Irw�rop�ehl�a a±a�'�°,ma�'e�w�ra�i4'.v�a;a nwam Ya m�Xe"a'"we�e�a+q�ir��'l l>�Ino MiTek
ytrlfplCry 51up3e.eeWery.erect aMbWpo(aumluNlnm Mtal¢ce4W1/WIIGWIy C1aMf.D00Matl KflNtl4p Ce1/pmEnl 6anl Gerke Eeq BXtl
BpNy InlamWwl PWMMe horn InQIMb YM10M6 RIBN.tae Shaer.AIN31R,Ole[axM.VhT1Jl E. Telrya.GL 3.1610
r
T. Truss TYFe Gy PNT931Iro T28 Hip ' Job Bar...¢ o aorolers Connporw't SuppN, Jaceso"Ile,H=56 B.OtOS Ag 202018..T.it'r. shiei RI AIp 191520:302016 Ps,
ID:Go0gry9s1e01EOnXnld"W-0n LnyOFNN YHU I_Vo1v-9C5bZYlpu2HyMP31
ldJ]011 ".4 1619 R1dd TWO ffiPa
159 O<8 569 Bid 6LY 8-0-0 61Ya
ebe Fuls�1]te
ryID
3U it Ia'10= des 2W II 46 11101
3 a 2L s 25 6 i a 20n 20 0
9.a0 12MA
4�% lis
0
1
d
6 10
n
21 .p'bA II 016_ or 15 1/ 32 13 12 11
hmb= 14 It ][lo= 4rlo= yea= 2c4 II
SW If eas_
t-50 11- ee-o 181-e 21-88 2638 3821
PSBY60 sse a]d a]D a]9 o-119
Plat Ohs¢ (RY)- I2:0S 38119038062-011 . az-el
LOADING(pad) SPACING 240 CSI. DEFL M gqc) Vtlea IM Puns GRIP
TOLL 20.1] Pete Gtlp DOL 1.25 TC 0.74 Vad(LL) -0.1116-17 >999 200 W20 24U180
TCDL 10.0 Lunber DOL 1.25 BC 0.55 VeQL) -0.2816-17 >999 180
BCLL 0.0Rep Stress lna YES WE 0.88 H=(TL) 0.07 11 We We
BCDL 100 CMB FBC201UIP12007 MBMX-MS Wdght:28510 FT=20%
LUMBER- BRACING
TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood Meaning directly Pit or 3-5-15 oc ulama,
BOT CHORD 2x4SPNOVExcepY except and Whims. Except
1820,]-15:2x4 SP No.3 660 m Olson,24
WEBS 2x4 SP No.3 BOTCHORD Rigid Failing directly applie or 1040 no bmdng, Except:
OTHERS 2x4 SP No.3 640¢bmdng:2021.
T-Bret¢: 2x4 SP No.3-7-16
WEBS T-B1ece: 2x4SPND.3-2-5,&14,9-12,1011
Fasten(21) T a1M I braces to narrow edge of web Min I Od
(0.13113')palls,xn o.C.,e to Sin minimum end destanoa.
Brace mus[cover 90%01 web lent
JOINTS 1 Breve M Jt(s):2,1
REACTIONS. (IWaize) 21=1421Po-58,11=13B7Mtadwrecal
Max Hort 21-111(LC 10)
Max UpIM 21=495(LC 12),11-156(LO 12)
FORCES. (lb)-Mex Comp.I ,Ten.-All farces 250 gb)m less except xfien shown.
TOP CHORD 1-2-465/11],2-19-10912-4-26173,37=1507M73.7 a-1501K172.
8-1 UftK347 610=-1103/248,1011-1330905
BOT CHORD 1619=80/162,17-19=-741481.1617-1 MEIM 7-16=-3sLf151,12 1,f=-143998
WEBS 2-5=-1179288,2-17=-1401937.s17-4141159.816=-114191,14.18=-1Berl
616=-37284,8-14-63111 90,9-14=129/]95,9-12-5411178,10-12-1791115,
21-22-1 sai q1-22=10071341,1-129&1245
NOTES
1)Unbalanced!roof E ver loads have been conside]M for this design.
2)Wind:ASCE 7-10 Vulli Manpn(3secondgust)Verai 01 mph;TCDL5.0i BCD1=5.0i h=25ft;B-,li 1-t1i sour ;Oat.
II;Exp B;End.,116;MFRS(dlrectloneB and!C-C Edehm(2)0-1-12 to s5-4,inielim(1)583 to 2838.Exterior(?)2638
to 33-33 zo11ai For members and forces 8 MFRS for reactions shawq Lvpber DO-1.60 plate gap DOL=1.60
3)Provide adequate drainage to prevent water cording.
4)This truss has been design for a 10.0 psi WHOM dprd Eve load noncorecunent Mtn any other live loads.
5)-This truss has been designed for a I'we IoM of 20.01 on the nch.Mord in all areas Ms.a rectangle 36-0tell by 2-0-0 Mde
MII of between the bohom crord and any other members,MIn BCDL=10.opsl.
6)Roper to g1rder(s)for truss to/rues connections.
7)Provide m tonanecal connection(by others)W truss to bearing plate capable of withstanding 100 In uplift at joints)except(pdb)
21=195,11=156.
8)G.M,.l pMln representation does not depict the sere or the orientation of hie pudn along the top ardor boll rl1oi
9)Warning:Additional permanent and stability bracing for Olres sydem(rpt pan of the component design)Is area,requirednic .
ni aurvost io"ve tlM("M urs"nMMle NeiLS PY 1194NB NCLYaae MRN PERNINCE I1aEI6]4Am.IOAVNI6 BEfVI2Y9E
r..wv.lw�m Y`wlln laltle6coescan.R6 vreft, mlaYYIFRIPaunelunni .vFcr a' LquWl MBdgcomgnmt-r
a1niyslan Belvue Iee.IMdMtLgrleY]rel mut va11N Ilw 4MkaLYlyo1 WC3n r*>tanxlnrs,N Wgvu1Y nl'clPolaR Mrle`bn Mo Noovertll
IYgtlebn aacMxgcoletlhlo l�ravi+M[ucxwlgMFtlNM 9111mwH>m]ia clwn membersaYv. adtllF+Iol tomMluYaW l�wlllalolllaaci'p ) Bk• �
6dwyrerNetl Mslyd`1Ne11tl 1ogevmlcdlye Wl1,(rxbtle parwwlFHyaW gweMdungm- rugxuxol glkhlcerepaaWlM BBd Gee EY aMtl
IdukalM alwgre.tleMBlY.erecMladlnwip o111WRadlnmsMenn rcawonol 1 WrtlIIY CXMt,DSIJDaM BC961MYp COmpdwa
SMIy Yipnldan aMYlokom lIm flOklsRlle.2la N.Ieo Slleal.5lle dIR.NazavAla VPRR311. ialrye.FL S61a
doe Truss Truss Type O1Y Fly
T93151}5
10622TO T29 Roof Specie) 1 1
Building CglllpOrwN Supply, JedsonNlle,F32258 B.OtoaApr202016tNHYIAOhM Ir Ol AIg191520:312018Paga1
ID:GD6gD9s1B01E0YSXt910Vylryy-GNHT1z(IOIIpgIXi]�2e01gB2vmJMYxVWImgeRVrymF3k
d
id9 -1h S1D 1038 151-0 13 3680 u044
3s3d
1dd 1de AYB 513 4118 t45dt 625 0.adR 6]i
P1-0 Sulo=1:]1.9
M10
w it 4x10= Sara= 2r4 II ]x101 he
3 4 30 5 6 ] B 0 3d) 31 10
8.00 12 32 11
33
is
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i
tl
d
1B
� 2W I 34 z1 RD 3s 1e 17 36 161$ 11 13
SHp4- 34 II 3K a14 II 4.10= 3.= Mil
138211& b1A 1P22 1512 18811 1 20.48 3P]14 362-0
138130 2-1-a 5-02 411{ 459 BSS MIs 4-0a
PMte OXsets(XY} 12:0-5-100481 f9:Od-13,62-01110:0300.2-]) 119:9-370-241
LOADING(MQ SPACING 2-00 CSI. DEFL In Qor) VM W PLATES GRIP
Tea 20.0 Plate Grip DOL 1.25 TC 0.6] Vail(LL) -0.091&1] x989 240 AIT20 2444190
TWL 10.0 Lumber OCT 1.25 BO 0.4/ vmIRUJ -0.20 1&1] 0999 180
BCLL 0.0 ' Rep Sheer Mcr YES WB 0.86 Hm1(R-) 0.08 13 her none
BCDL 10.0 Code FBC20144rP12007 McN.Nis Weight 53616 FT-20%
LUMBER- BRACING-
TOPCHORD 2x4 SP No2'Excepl' TOPCHORD Shuclurel mod sheamg directly mulatl oro-l0-0oc pudlns,
9-10:2x8 SP No 2 except end mIcals. Except
BOT CHORD 2,4 SP No.2'Emear 6OO oc bracing:24
2325,8-18:2W SP No.3 BOTCHORD Rigid ceiling directly applied or 11i oc bmdng, Except:
WEBS 2x4 SP No.3 600¢bracing:25-20.
OTHERS 2x4 SP No.3 T-Blare: 2W SP Na.3-8-19
WEBS T-B.. 2x4 SP No.3-620,10.16,522,9-17
Fallen(2X) T SM I bmres to renow edge of web arm 1 Od
(0.131-ST)nails,61n o.c.,WM Sin minlmum end distance.
Brace most cover 90%01 web length.
JOINTS lemce N A(s):2.1
REACTIONS. (IWaiza) 26=1421Po-5-8,13=139]Mlechanlml
Max Hmz 26-1311LC 10)
Max Uplift 26-191121,13=-156(!-C 12)
FORCES (Ib)-Max.Canp.%Ia Ten.-All forms 250 Qb)or less except when shown.
TOP CHORD 1-2-40,118,2-24-1 181k119.543=1199915,6d 13]4955,&9=13]1955,
410-1MKW4,10-11-1140.281,11-12=b]&191,12-13-1354283
BOT CHORD 23-2b1O61154,22-23=85522,2622=87]80,19-2 -169/1231,&19=-298/114,
16-1]-142/95],1416=-127/35
WEBS 2-5-105]2]2.2-22=25513,5-20-105903.8-20=-689/19],&19=&44432,
1]-19-1]441214,1616=-315)6,11-16-29/515.11-14=BON19],12-14-19]/1135,
26-2]-1392135],12]=-13]]945,522=-3 4,1-24-3081125],9-1]=-5]8/1]1,
161]-102/64]
NOTE&
1)Oriental moi live leads have bean conmdered for this design.
2)Wind:ASCE]-10;Vuh=130mph(3-secmC goat)Vasd=101 mph;TCDLdOpsl;BCDL=5Opsi;h=25ff;B45M1;L=3511;eau"It;Cat.
11;Eery B;End.,30p60.18;MFRS(dimboneQ and C 0 ExleMr(2)61-12 to 611-12,Inledor(1)311-12 to 263-8,Exledi
26 38 to 249-12 EonerC C for members and to.8 MFRS for mush..shown;Winter DOL=1.80 plata grip DOI-1.60
3)Pmvlde adequate drainage to prevent water ponding.
4)All plates ere 4x5 VT20 unless othere se Mail
5)This Voss has been designed for a 10.0 psi bosom chord Ilve load noncorcurrent Win any other live loads.
6)'This truss hes been designed for a live load of 20.011 on the Whom chord In all areas wham a rectangle 360 tall by 2-60 W da
WII fit barman the Whom chord and any other members,Win BCDL=10.Opsi.
D Refer to gimeds)for Imes to Wes cored o s.
8)Protide mechanical connection(by orders)of truss to bearing plate capable of WlhateMing 100 lb Wild at)elnt(s)except 01db)
26=195,13=156.
9)Graphical purm representation Ma,net depict the sire or the orientation of Me pudin along the top andlor hollom Mom.
10)Warning:Additional permanent and stabl111y bredng for those system(not had d this comiwnent design)Is always required.
Q wAm ' eMwEe M' *NPFIO NORr LW f.'e BE£OPE WE,
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nlcan'r rot
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e '
dwgiregie0lw namllyaMlogevenlcagta wXn ptWMe perswM k9/Y and VwtenYdanude. ru gerwa el6^mce regardrq rre 6Potions EW aMO.
mrkWaa nome».ewNerv.gerraea old WatMg ollnmasmolllgryflems'e4WN/1M141WIN dMrde.DNdemaeeMewe9ea,mawx
]dNYlMamaXOe aKMle rran lrimlLMM[MIM.z1eN.tee slreel.sJleJl2 alawgFi vw n3la T.rIp..
11 s36tD
Joe T1uss Trues Type Ory RY
T911s16e
10622T0 T32 Root Special 1 1 i
Joe Rel 10 i
Sud,Cwnpmwrs,Suppy, Jsl¢onv111a.1132256 D:GB.OID01Ee0YSX'fet MApr202018 M1Tek IMlntrie¢,Iw. Fn Aup 1815:20:322016 Paget
Io0gryB54eyapyl3xfiNzerffxhe0lgcMv6NPe5gbzpOVs?UJ?10yn1F3j
O
td-0 8911 12-Id 1]811 Rel-3 2438 RBYI3 3349 X90
1d8 53d1 S86 5d] 669 2?5 Nd HS ?2d
ale 1ox1z c
Safe=1]46
Sea II
hmc 4,10= 9m 10
ax4 II allfi= 46= zB as
4 6 ] 8 If
8.03 12 4116
24 25 66
12 1a
1 5
m '
1 `
22 21 20 30 19 31 t6 a2 1] I6 a3 39 15 14
16= 4116= 686= bxto= 4xt0= 618= 2G II
214 II 3S=
8814 12-1d 'all 2434 3303 3598
6&10 63$ SS] 6813 &&Il 225
PIM Oflsele(X.Y4- 12V6 1 03-151 14P53 Edpel l '0.2-00.2-01
LOADING(psp SPACING 2-0-0 CSI. UEFL In (lac) pdefi W PLATES GRIP
TOLL 2(1 PMre Gdp DOL 1.25 TO 0.85 Ved(LL) -0.2015-16 >999 240 MT20 23N190
TCDL 10.0 Weser DOL 1.25 BC 0.81 Valli -0.481518 X920 180
BCl 0.0 ' Rep Suess Incr YES WB III Harz(TL) 0.08 14 we We
BCOL 10.0 Code FBC2014/TP12007 MWMx-MS Wiigbh3251b Iii
LUMBER- BRACING
TOP CHORD 2x4 SP No 2 TOP CHORD Structural woad 3h rthing ft"applied or 4-2-1.P.M.,
BOT CHORD 20 SP No.2matelMvedlcals. Except
WEBS 2.4
SP Ni 600 oc braiding:24
OTHERS 2x4 SP Ni BOTCHORD Rigid calling chest applied or 1660 oc binding.
WEBS T-Brace. 2x4 SP No.3-1314,617-19,618,
&16,11-15
Fasten(2X) Tend I braces to nenowegatlof web with 10d
(0.131Mails,filn o.gwlin 31n minlmMn and that...
Brace friend cover 91 of web length.
JOINTS 1 Brace at Jtgg:2,1
REACTIONS. Qbdsize) 14=139]Rrlecthenlca1,22=1421 N53
Max Hct 22=-134(LC 10)
Max UMift 14=161(LC 12),22=190(LC 121
Mex Grav 14=1481(LC 18),22=144](LC 18)
FORCES. (Ib)-Max Gomp.lMex.Ten.-All forces 250(ID)or less except xfien stwwn.
TOP CHORD 1-2=414/104,2-21=11]6320,8-]=140fi/319,]-8=15851340,-4=180V434,
4-21 1 IW471,10-11=1254/304,11-12=56611],12-13811-1"11310.15]2235
BOT CHORD 20.21=1164]1,iB-20=-193/1034,1618=-262/1461,1616=-1861189,15-18=185913
WEBS 2-2R-112912,620=-51 61 3 8,2E=1049238,619=128/348,]-19=-550/182,
8-18-959,/32],9-16=239/1094,418=4T/I1 gG.l-22
11-18_4/389,11-15=9139212,1215=39]/121,1315=-220/1583.1-22=1425/334,
1-21=-2831281
NOTE&
1)Unbalaressel roof live loads have been considered Nr this design.
2)Wind ASCE 7-10;Vufi=130mph(-second gust)Vesi 01 mph;TCDL .Opsb BCDLd.Opsp 825X;BdSd;L=3511;eari Oat.
11;EVB;Encl.,GGp1=0.18:MFRS(sectional)and G-C Exteriog2)P11210 311-12,Mai 3-11-12 to 22-13,Start
22-13 to 24-38,Intedor(1)27-9-12 to 33-P3 zwre;C-C for members and forces 8 MFRS for reaClioos shovm;Lumeer DOL=1.150
plate grip DOL-TW
3)Provide adequate drainage to prevent water Pori
4)ThIs puss has been designed for B 10.0 psi boom chord Ilve load nonconcurrent 1MN any W1er live loads.
5)'This truss hes been designed for a five load of 20.0pef on the boli Chord In all areas Others a rectangle 3-60 tall by 2-0-0 Ode
x111 fit between the botlom Mord and any other members,win BCDL=I0.Opsf.
6)Rear to gloar(s)for truss to truss connections.
7)Fri mechanical connection(by others)of truss to bearing plate capable of withstanding 100 In uplift at jo1ngs)except(jt=1b)
14=161,22=190.
8)GmMIcal Wrin representation does not di the size or the orientation M to purlin along the lop andbr bottom chord.
9)Warning'.Additionai permanent and stablllty bracing fortruser system(wit pad of this component tlesign)Is always required.
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most
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Wdlgde90�.9' Nlxxcaledab Pe2enl dx:tllfpo(MNMd NmwMm]/d Gwdman�rsaBY MtlIMM1cur- arecin nreni daciM M.e
6dwg51eytledM kMllyaq bpevenicdlrysa wllhaadeRelwdlMNatlpc{1dIYIXxn[ge Ica aereld gJMlcerepatllMM
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]Kly eYpngaM ovddr'etfm B1B RW N¢M10e.RI6 N.tae Sleel.9fle 312 NsfuMb.VP2R311. Te,ryc.FL 39810
Job Trues Three a Ply T015167
10522T0 T31 Had Hip(Super 1 1
Job Relate.ce(optional)
Aulld'Ing Componmd Su.ry, Jacksonville,Fl32258 6OYSX?9r 202016MITeklHY13,iD Inc. In Aug 101520:332016 Pege1
ID:Go0gryea1e01EOV5X?B10Yybpy-DFVIxI HYI3VGNOeA3RLv/cTA0Y1xPoB0E63YacymF3i
-1r.a z6o to-ta
' 1i0 Y00 31-8
NAILED Scale=12].2
6611 46-
NAILM
d If
5
6.0 12
bs
3
2
]46- 15
spai NALED 62t. 11
36 II
]80 Otd
600 31d
Plat011setslxn- 12:0-2-1&01 71
LOADING(Psn SPACING 2-00 CSL DEFL In g.) used NU PLATES GRIP
TCLL 20D Plate GM,DOL 1.25 TO D" Ve1NLL) 0.07 7-12 >999 240 hirl 2"Aw
TCDL10.0 Lumber DOL 1.25 BC 0.38 Vault -0.10 7-12 >999 180
Di Ease aft.Iner O AS
BCDL 10.0 Code FBC20tMP1200] Me81x MS HoG(TL) 0.02 2 Na Na
WeigM:531b FT=20%
LUMBER- SRACING
TOPCHOND 2x4 SP No.2 TOPCHORD Sbududd acted,sheathing directly applied or 6-"do purlins,
BOTCHORD 2 SP N0.2 ex.pt erl0 verticals.
WEBS 2x4 SP Not, BOTCHORD Rigid selling directly applied or 10-0-0 w budng.
SLIDER Left 2x4 SP NIPS 16D
REACTIONS. gb/aixe) 6=815/0-58,2611/03-6
area,Hcu 2=130(LC 8)
Mex Uplift6:i 91(LCe),2-251(LG8)
FORCES. (Ib)-Max.Ganp.IMax.Ten. All forces 250(Ib)or less ex.pt when allow..
TOP CHORD 2-0.611258,4-5--4841231,5-B=-]88368
BOTCHORD 2-]-23614]1
WEBS S7=-383069
NOTES
1)UMel ABLE
BL roof live lead flava been considered lar Mia01mph;
2)ll;E ASCEd.G VIA=130mph(3 second gust)Veal=tolmpM1;TCDLd.Opsl;BWL=40pst M1=25X;6Lt151p L=24ft:Tim pl X;Gat.
11;Ely B;End..GCpl�.18;MW FNS(tleedlmag;.ntileverieft exposed po1M left alM fight exposed;Lumber DOL=1.fi0 plate gdp
Dv0
ide
3)Provide adequate nral.gn to prevent Water ponding.
4)TM1Nemuss hare
move habeendesignedfora t00.fdoftomdlom live loadtomwwumem w1reany other re lands.
5)'The Wss has been designed chr for a live loof andaf on me bottom cMrtl In all arses wM1are a rectangle 380 tall by 2-GD wee
Will fid b smear file bottom ctiord andany thers)other membeu.
6)6-391. mechanical wmecllon(byolhers)M hues to beefing plate capable of wllM1standirM tOD lb uplift et)olnt(s)except Qt=16)
S- 1,D'indi
251.
7)'NAILED'or other
connection
(O.t48'x3')or 3-12tle produced sufficient
to .For mora details refer to ll314s,dew and 1 Detal.
e)Hangers)orrent Mod.
The d deN.(s)shah be proNdetl auftidedi to aup.n concentration loads)3141b down and 1851b up at
7-0-0 m AD CASE(S)
TM1a n, dads Meld
of swM1 connection cavi are
Is a reont(F)or o1 B).
9)In IDs LOAD CASES)section,loads epplle0 to the face of Me Russ are.ted as Iron)(F)or beck(B).
LOAD CASES) Standard
1)Dead*Rest Use lbalanced):Lumber Increase=1.25,Plate Increase-1.25
Uniform Leads(PIn
Van:1-4=-60.4-5=60,66=-20
Cmcxltreted Loads Pro)
Van:4-110(F)]=600(F)14=-112(')15=-59(F)
odiaWi 'adt VMennit' �prnrxlm mOaMONOTEa dIlX6INO tlKLWFe MIIENNEFEFI NLE/IOENFA]]m.160.VMIbaFFaaEYeE
we IOh —1hi Mla"no""vskxilMtle.S(FiaP'nml wYY ulrs�Wlanelm L,owrt aMle InmbJINWdIwMtxlg camMrent.mf
Illmsplaln.�lu'e lee.11'e dlKKpOaN:Ircx nnnl veXh fl,eoplMki%Alhof Oatlpl t.' el—rurrl lwoa'nlak+aE Cetl6nlnblM oveld
.nPdMgn. as Jp YldcoleOkto geealf Wcalap o1XNA]IW Iva weDad/w Crde memWi WY./�fMad IemPolW ad( mvWnl MtcOg
adwMisc leOlwihdNhonelogeventcdlape Mm�vl �Iavnl tllrY and aowMdWm0."'�. tupenaapMmce lepardtp Ta
IQ kaM�slaay,ttivay,erecWlaM docM1gollnmmaNlnmryalwmaaVl9/MIQAIy<WMy Dead9aM aC9l lIAilP�a.MWel U .R.33110
aytlYllyyneell:e my2b ryp.Ina Rub MIIIOe.218 N.Lee Sreel,allo]I1.NemMb.VNZIaIJ. T=np.FL 1%10
r-.ufldmg�om-m.
Trull Truss Type DN Ry Militia
Tm Mon,atcU 1 1
b Referenda( IN rein
ry. JeckwnWlle,Fl32258 0.010¢Apr202018MiTe3ijoBieelre. Fd Aug 1915:20;3Sw662 eget
IDGCOgry954a01E0YS%10.LS Upy-US30A3'NJCBPuIO2jmyeSgg¢%N0W33L93oo682ymF3U
-1d0 6P12 1P1b
1i0 5012 5412
35- &411 sub=1:31.5
5 3
Won12 4e5
164
3
2
B
2N 1_
36 OS
0 5612 10-.84412 6612
PI OXSWs( YI- 12'0-215 -J 1463-00.2-0i
LOADING(peR SPACING 24 Cbl. DER. m gm) get W PLATES GRIP
TCLL 20.0 %We 60p DOL 1.25 TO 0.2B Vert(LL) 004 J8 >909 240 MT20 24M190
TCDL 10.0 Lumber DOL 1.25 BC 0.23 VergTU -0.05 78 >999 180
BCLL 0.0 ' Rep Spent Incr YES WE 0.23 HoodTL) 0.01 7 We per
BCDL 10.0 Code FBC201N PI2007 McMx-MS Weight:5511, R=20%
LUMBER- BRACING
TOP CHORD 2w1 SP N0.2 TOP CHORD Slmqural Wood sheatNng dlrectlyapplied or 6-04)ad purlins,
BOTCHORD 2m SP Nd2 except end earlmeis.
WEBS 2x4 SP NOS BOTCHORD Rigid ceiling directly applied or 90.4 oc belong.
SLIDER Let2x4SPNd31-60
REACTIONS, gWana) 2=50AY3-8,7=374/65-8
Mex Hort 2=159(LC 12)
Mex Uplift 2=164(LC 12).7=-16112)
FORCES. (ID)-Mex Comp.Mlax.Ten.-Alllorces250(Ib)orlFssexcepi WbensndWn.
TOPCHORD 24-L37Y.1IXi
BOTCHORD 2-8=4021345,78=402/345
WEBS 4-0=379/40.5
NOTED
1)Unbalanced!roof live loads have EEm meandered forthts design.
2)Wind:ASCE 7-10;Vult=IW.Ph ISsecondgust)Vasil=101.ph;TCO"Gps[BCD--5dpet f-26ft;BASq 1-2411;sevt Cell.
II;Exp B;Eno.GCpi�- .18;MFRS(dXtttimep and CC Extelbr(2)-140 W 18-0,IMedor(1)l-60 m 960,Eted0r(2)96O N
411-12 zale;ranfilever IeX exposed;porch IeX and right exposed;C4 formeareem and folders&MW FRS for reactions shown;
Wmber DOL=180 three and DOL=1.60
3)Pesetas adequate drainage to prevent Wafer ponding.
4)TNs terse has been designed lar a 10.0 par term shard Ilve Intl nonmreunent Wm any other nye loans,
5)-This truss hes been deagned fora live lead of 20.0pst 0o the bottom read in WE areas adhere a rectangle 360 tall by 2-0.0 Wee
Wit fit between he bona.chord and alryoMer mmn1,els.
6)ProWde mechanical mnnecuon(by others)of truest to Leann,plate Capable of Withstanding 100 to uplift al10ngs)except U=11,)
2=164,7=168.
W4aXMIDV.NNOSJpnparemNercanlaElDNOrEE WI IX6,rNa WrIUDED IYIENNEFEMNCE G]aE.40.1<TI m.ID6YNISaFIONEY¢E
0.x�n Wla loruso wYY'ulm MIIeXRconrcclon.RYOa4m klnmtl only agar paanelers 9wxu✓J Islorm IMM}pl pwan9 ccn,gMleni,ml
system Belvue are IM dEgp tle9yrrer mt¢IveONIM WnNc tilNol aa�granelEtnaNgaaly NnaGMale Mh cw�Tnblo Ilw oV21I
aip(Y9pn. eaelplrv# nMalo pew.nl[uctlxgoleMAdeY`xaswebatl/orelwamemt�saYv.EXSMM.�M lanprayaMl�arnvJ�emba^Jrg M k'
kaw%raTlrea nusWMmmdlo pewnlcd4eewX5 Wa�e��wrW FFFY adwWenYCmrrga. ra�rerdaWa�ta ra9narB xw ¢LW Fe11
FL End
navxDmn,tlaDae.aelxrerc arxmn a,a5vla amroaemal yaemx.raNAxsNMll caWN cm.a.w¢aE aytl¢C9luYanpCompamnl
yy4ry YJpngXon awidYe tan➢raiglalrislpsle.Rha N.Ita Slreel.911e JI2.NcwMM VARR314. Terrye. YKfa
Job T. T.Type Dry Ply
9315169
10522TO T33 Morapltch 8 1
Job Ri0ennwuiu mi l(opi
Building Component Suppty, JedleMVllle,FI32258 6.010 sRpr 202016 Mirex lndusViea lw. Fd Rug 1915:20:342018 Pep41
ID:Go0gry9s4e OE X?9ldyyllpy-IS3OA WkBPN0lWaSggeRWOU83E9Sm562ymMh
-140 SLL12 1668
1-60 5412 SD12
Bole=I UA
2o, II
5
6.00 1215
4M i
4
3
2
8
341 II
M12 16141
4812 5612
PIN on lxyF Izaz-1so ]I
LOADING(raft SPACING 200 CSI. DEFL In pact Vdefl I/d PULTE6 GRIP
TOLL 20.0 Plate GNP DOL 1.25 TO 0.2] Ved(LLt 0.0in SJ >899 241 W20 244]190
TCDL 10.0 Lumber DOL 1.25 BC DM Voi -005 &] >999 180
BCLL 0.0 ' Rep Stress Mar YES WE 0.24 HOrd(IL) 001 6 we we
BCDL 10.0 Code FBC201NTPI2007 Matnx-MS Weight 5641 17=2099
LUMBER- BRACING
TOP CHORD 20 SP N0.2 TOPCHORD SVUMural Wood sheauld,dial applied or 60 oc pullire,
BOT CHORD 2x4 SP No.2 except end Venturi
WEBS 2x4 SP No.3 BOT CHORD Rigid willing dVecty applied or 9-5-0m bracing.
SLIDER Left 2x4 SP W0314 O
REACTIONS. about.) 2=SOSO&B,li=374/65-8
Max Hoi 2=1]3(LC 12)
Mix Uplift 2=157ILC 12).6-1 NpUC 12)
FORCES. (b)-Max.CompJMax.Ten.-All forces 250(it) 1.except vdlen storm.
TOP CHORD 24=439/262
BOTCHORD 24=3 7,64=369/34]
WEBS 4A=390/415
NOTE&
1)Wind:ASCE]-t0;VMt=f 30mph(3secmM gust)Vasd=101mph;TCDL=S.opsb BCDLd.Opsb 112511;B=45ft;1.14X;save=4lf,Gat.
II;Exp B;End.,GCp1�.18;MFRS(directional)and CO Erde10(2i-140 t01-eO,Intedor(1)180V,9-11-12 mne;cmMtever ied
sell porch left and right eA bdaoC-C for members end forces 8 MFRS for rwiMions shown;Lumber DOL=1.80 plate grip
DOL=1.6O
2)TMs muss has been designed for a I OA psi bottom Mord live load nmoollcurrellt with any other live loads.
3)'TMs wss hes been designed for a live load of 20.0pst on the bottom dlord In all areas Where a rectangle 36 %It by 20-0 wide
Will fn beMeen the bottom chord and any other members.
4)Pmi mechanical cornedlon(by others)of trues to beading plate capable of withstanding 100 ib uplift at folnt(s)except pi
2=15],6=1]6.
Q WIBNNel ywtly0 1.vivMWe/NPBYBNO]EE MI rB4e ANB NLLWEa PIER IIEPIBABCE PABEail4Am.I40.NtlI6BEfOWE UeE
pzpn wYNlauoaYYwlTM1eMP brt.11k J^4T kCaYY Wa�P'Eanelae Yuwn.aM klwmktlluNlM FwWN ^Lml
0imryslem w+kxeuv?.IM MBrWamRdW mW veMyB¢a1xxM'.[4BIN eldwJm WaereMmd pc[¢diY Mica Wale RGUsk2n ktlo tte over d
t
WA9�Ydn erclg MMcoleOYbpevenlMctlYgol M.uYAtl Mawebatl/a cMndmantersdYY MMIMul lemnwdY mil Wmaenackp ek•
6tlwvh�aPAedMvetlModbgevanlcdane Hm Wale PomnxYhllYatlpmtirY Wn<9o.fw a^^e�M9 vadhg M
pfaknlM.n.4o�rye.tlelNery.e�echol,Ho rvud dlnmamGlnP aMmK'.eyWL/Ip1OWIr CIXwla.beE-e9 m4BCL WIiq CwMveivY I...F,.,aW.
]WeIY IWompllm aeWde Yqn Ina Holeki9Hle.RIe N.lee S1m1.9Ile JIR.NevaMM V2R2i11. Te�rya.FL 3]610
Job Trues Tmss Type Oy my
T9315170
10522TO T34 Roof Sp9elal 1 1
Job Reffeemo.(opt ell
BOIIOirg CpmporeM Sippy, JecksonNile,Fl32258 B.Otos&pr202016M PDX4latliVhOFc. Po?ICKY Aug 1. 5:20:352018Pege1
ID:GCOgryBaCe01EOYSX4B10Vyhpy-9edpOP0X4xVOVM1OFHUTD]1CM1VwEtl&AHIISYIeVymF3g
-140 Y66 W1 11. -0 132-0 252-11 P38
1-40 ]Jd 3&2 6-3 8-01-0 h69 2613
sxw-ns64
xw II
a4 n ma= 1ox1z= 1n
6 ] 3
h 24 25 23
5
23
fiW FIT 46 i
4
22
46'3
N1 2
a
15 14 2] 13 1228
20 it
Sae DA II ba= des MO- 16
0 ]-48 141A 10-2-1 'P38
PIOttset51XY1 I ' 501-JI IS'gs 0381
LOADING(pp SPACING- 299 CSI. DEFL M (loo) g IM PLATES GRIP
TOLL 200 Plete GM,DOL 1.25 TO 0.58 VBd(LL) ().2811-12 >918 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 SC 0.82 VergTL) -0.5411-12 >142 180
BOLL 0.0 ' Rep Stress hur YES WB 0.89 H.(TL) 0.02 11 We we
BODL 10.0 Code FBC201N Py2007 Metrix-MS Weight:1881D FT=20%
LUMBER- BRACING-
TOPCHORD 2x4 SP Not TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc pudl[u,
BOT CHORD 2x4Sup No.2 seceptendvedicaW Except:
WEBS 2x4 SP 1,103 6O0 of,oWmg:S-]
SLIDER LB62x4 SP NOS 1-6-0 BOT CHORD Rigid WIm,directly applied ore-29 a bradrg.
WEBS 1Ro'x at midpt 1011
REACTIONS. (IDlaize) 11�451Mechenical,2=54GO38,15�SB11]-12
Mex Horz 2=262(LC 12)
Mex Uplift 11-165(1G 9).2-212(LC 12),15_-991LG 12)
Mex Grev 11=886(LC 17),25 (LC 1),1r 888(LC 1)
FORCE& (ib)-M.Canp./MaxTen.-Allfonces250(Ib)orlesselweptMenanown.
TOP CHORD 2-0=-0282 9 2.45--]12/263,5-]=261/175,8-9-6401185
BOT CHORD 2-15=-051/334,14-1551/334,12-14-331/582
WEBS 415=-78W,1,4-14=01495,512=33&171.58=5 Pkl.9-12=-21(el
011=-78427)
NOTES
1)Wing ASCE 7-10;Vuft=130mph(3second gust)Vasd=101mph;TCDL-5.0pst,BCDL=5.0pd;11¢5X;B-15ft;-4711;eave=4R Cat.
fl;EV B;Encl.,GCpi=0.18;MFRS(directional)and!C-C Exierl-1-49 to 13 ,Intedohl)130 to 11-412,Etlerm(2)10-1-13
to 13-1-8,IMedor(U 252-11 to 27-1-12 zone;oaWWat rieft egased;port,left sglossd;C C for members arld forces&MFRS
for reactions shown;Lumber DOL=1.60 pate g0p DOL=1 60
2)provide adequate drainage to prevent water DmMing.
3)This truss has been designed for a 10,0 par Wit=chord(ye load nW,,onoumeM AM any other IlYs loads.
4)-This toss has been designed lora live load of 20,Opsf on Me bonom chord In all areas More a rectangle 3 tell by 2-0-0 wide
All fit between the Whom chord and any Met members,An,BCDL=10.0ps1.
5)Refer to gi con(s)for truss to house com mations.
6)PmOde mechanical canneclipn(by pMo.)of hose to W nng plate capable of withstanding 100 M uplift M lolnl(s)15 except Ot=1b)
11=168,2=212.
A W4/[XxM-ss,Cogs M'x'1 --a..XOTEaeN]1M]IXO MLUOEO M]Ex Mdnaax.PIOe.",a l4mrsalsee6one wx
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p1R5ylem.8e1we1ce.iMdY9p MYpul mlat wlllY WYAkMIN uIWNpl n-varatersaM[�p^IIY�dxW�mte 111k OevY}t Flo Meovrtll ,
p4degtlegyn. 9 Jnm Mcoletl klo P'evallLucplly olYWlaMr�l MrsweO rnq/d aMltl manM wY% dMlW tempelgymtllnmaienldmeq (
ktlway5la#IrtM bi akYYlyaNbpxvdllcWltgevMnp:slxe Gdedml WxYdxlgd�udyNm�lge. fq¢nelM mdlax�: eGxtllp lire crepe PeM Fie&A.
ImIICaIMR ikxaye.OaWary elKlNlnWM¢1p o11n1cniuM111msYstenv meXXa1/IRIGutlIy CMeIM.paed9 and aCL MIMaq Cm'porxnl ielrye,FL 9M10
eyMyrrypnMon wtld#e Ydn Thm RWe OUPMe.R18 N.lee STeel.911e 31'1.NeeaMIa VPRR]I<.
Job T. Thu Type CN Ply
T83151]1 i
10522TO T35 Roof Specel 1 1
Job Rel (gal ell
Builtlirg ComporwN Suppty, JecxsomAlle.Fl32256 BAtOYSV9h 2016MIw%At)H9rDR I GO Haiti llw. Pd XFuy 15:203860 Awe9e1
ID:GOOgryPMe01EOY3X'1810YyVpytlgPA0119rDRnf!RrB1%FIuyK4Ccm6weHCAwymF31
-1d0 SeF 11-00 11 -0 1]2-1 R32-11 2130
1d0 S4g SP2 6 T 511-1 668 4613
SMI. 167.6
4,5 1
w
h10=
34 I 4.5= ].to=
g ] B
24
hof 12
4a5 i q
p
A
4a5 i3
2
1
18 15 14 13 1R 11
34 1 907 II e6= 3m 46= DA II
4.1n=
5-46 1194 P-21 25b11 2]30
O S1E S&2 638 6-09 4613
Plate rnhNe OCYI- 12:62-1561-]I I$:0-09i038j)9:060 Edcel
LOADING(Pett SPACING- 2-60 CSI. DEFL m goo) wtoo W PLATES GRIP
TCLL 20.0 Plate Grip DOL 125 TC 0.38 Ved(LL) 0.04 12-13 >999 240 W20 24M190
TCDL 10.0 Lumbar DOL 125 BC 0.33 VBQTL) 0.12 12-13 >999 180
BCLL 0.0 ' Rep Stream Incr YES WB 0.]0 H.(TL) 0.01 11 No Ne
BCDL 10.0 Code FBC2014/TPI200] NOMxJ4S Woght 189 ib FT=20%
LUMBER- - BRACING-
TOP CHORD 2x4 SP No.2 TOPCHORD Slmdua l wood sheathing directly applied or 6-.O oe pudns.
BOT CHORD 2x4 SP N0.2 except 6rM vedicals. Except
WEBS 2x4 SP N0.3 660 oc belong:5-]
SLIDER Left 2x4 SP No.31 S-0 BOTCHORD Rigid ceiling diredly applied or 660 oc belong.
WEBS 1Flow,at midpt 1011
REACTIONS. (IWslxe) 11 82/MechankN,2=262N3E,t8=1153N]-12
Max Horz 2=262(LC 12)
Matt Uplift 11-14](LC 12),2-_-107ILO 12),16-180(LC 12)
FORCES. (Ib)-Max Canp.IMax.Ten. All forces 250(Ib)ores except wren shown.
TOP CHORD 45=801/192,B8-]52/184,9-10=-SA9],10-11-820241
BOTCHORD 2-16=-2]19.15-16=-2]198,1615-2]6938,12-13-102/445
WEBS 416=-102.262,415=-]0/145,613=-325/152,i8-834/102,613-1]0/449,
612=-.522]9,1(Y12=-2461060
N01r 3
1)Wind:ASCE]-10;Vu t=130mph(6sacohd gust)Vasd=101mph;TCDLd.Opd;BCDL-5 Opsf;R25fl;6=45f1; -4Tt;earn-Vt:Cat.
11;Etm B;End.,GCPI�D.18;MFRS(daadignd)add C ENerlor(2)-14 Oro 180,Intedodl)1-60 to 11-492,Efdaror(2)10-1 0
to ISIS, medohl)232-11 to27-1-12 sora;camileverletexposed;porch leftegwsi C formembes andfarces8 MFRS
for rtactions shown;Lumber DOL-1.60 plate pro DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)THIS buss has been designed for a 10.0 psi forum chard lure load ngnanwunent with any other live loads.
4)'TM1Is Inds has been designed for a Ilve load of 200ood on tha bough Mad In all areas MOM a rectangle 3bO led by 2 0-0wltle
Wil fit between Me bNrom owed and!my the,members,with BCDL=100,1,
5)Relay to girtleds)for Voss t0 truss oomardlons.
6)PeMde mechOnloul oorw oh(by others)of Imes to Coming plate capable of withstanding 1 W Ib uplift at foinds)except gl=lb)
11=14],2=107,16=18.
6 V /y ticle p NEPg VVEg ANExaEfERI NCEY.tGEM4)Ol]rw.lY9LA NE a -1Y�
�9ry I vAm -ml neLp ulwnnb�etemmom utlk(dm MINMdI. - Lrc `
uuol not Ea ieL Ytlrp de4a INt W.*k%MllyoreX Mm twanelersad gopenN rxxvtwmte mkdeY3 I It. rv.Jl
Vulhdsie da{Nr ® 'ii.xoaam hwr Iwdw lruawM�oavd=hwrdmembar.or4y.feneral wr�a, -,Ona mau.n Ua<.ey MiTeK
a rn+ow we wnawnva�a nodl¢re wmm r>omw ...a Nw«�d awwlvdan.Lne rorcen�rd axeo.:emwtlre me no4aaea6. rom
kbr�aWiai Wr+Jd c tM MaacRq on cMmra Mlema N�uAf49/IRI0Y1Y0Mhosed9aM BC91 wY4lMcurWrnnn
*=^v= IL 1.11
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Job Tope Truss Type DN Pb I
T03151M
105UTO T36 Roof Special 1 1
Job Reference a ronN
Building Conpawnt Supply, JacksmlWlla,!132255 6111DSAp12020W6 li p5ln a a-adNV ug1915:ffi Mlr6 Papal
MF30
ID:Go0gry0s4a01EOYS12-11Yytrpy-61 kvp$1nLXZ__edFVVH1511RkO6LKPbBntrly'NymF3e
-1d-0 e-&12 103-0 L5f-3 212-11 2]36
roto 4992 S5i 5593 IS 8413
6ceb=1 Sea
ass c
0
end, 25
2W II T10=
5 8
6.00 12 2e
22
g
21 a
/16�3
2
1
14 13 12 11 10 e 9
3,6 II 9U II a,_ 3fi .0= O5 . II
4012 tOSO 15&13 21-211 2136
L 6812 SN 5513 SS-13 6013
Plane Op l [2,0-2-15,0-1 n 15'0.486 -0L 1]'068 E.NgI
LOADING(poi) BPAGING- 200 CSI. OEFL N Qoc) wooft W PLATES DRIP
TCU_ 20.0 Plate Gtlp DOL 125 TC 0.50 Ved(- 'an" 410 >999 260 NR20 20-0190
TCDL 10.0 Lumber DOL 1.25 BC 0.3] N' TL) -0.14 910 >999 180
BOLL 0.0 ' Rep Sense liver YES WB 0.53 H.ATL) 0.01 9 Na Na
SCOL 10.0 Gotle FBCnl1 12007 Wilx-MS Weight 1M 10 17=20%
LUMBER- BRACING-
TOPCHORD 20 SP No.2 TOP CHORD Somehow wood sheall directly applied or 4-10306 purlins,
BOT CHORD 2x0 SP NU incept and verpcals.
WEBS 2x4 SP No.3 BOT CHORD RiI1M paling dlreNyapplled or 50-0oe bowing.
SLIDER Left 2x4 SP No.318-0 WEBS 1Roar N mIdpt 8-9
REACTIONS,
Mex Nair H l ¢�681Machanical,2=18-00.38,10=1199.458
Hari 2 l 12)
M 9= W36Iax Uplift _L 12),2=85(LG 12),1b160(LC 12)
Mea G9=890(LG 17).2=1 S4ft_C 1),10=1199(LC 1)
FORCES. (Ib)-If Compddax.Ten.-All lwces250(I1)orless arcepl when shown.
TOP CHORD 4-5=]19/121,58=B9d161,84=-X5/141,]8=-90342],8-9=812249
BOTCHORD 11-13=258181],1(Y11=151!12
WEBS 0-14=-10]8232.413-JG925,S1 -2591%8,Sii=-3]/393,fi-11=354/150,
7-11-13WW.]-10-_86fi282,410=-26-01241
NOTES
1)Wind ASCE 7-10;Vult=130mph(3-ammm gust)Vasd=101mph;TCDL=5.0pai;BCDLd.Ops[b=2511;B SN;_4M eavewiR Cal.
Ii;Exe B;End., 30pM.18;MFRS(dlreclional)and C Extedmr(2)-1-4-0to 180,Inbar 1)1-&Oto 143-0,Extador(2)143-0b
14-5-15,hilerlor(1)21-211 to 2]-1-12 ion%cantilever left exposer;parch left exp0sad;C-C for members arm forces 8 MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water polling.
3)The Voss has been designed for a 10.0 psi boftom chino live load nmncmncurtellt Win any other live loads.
4)-TNIe have hes been designed for a live load of 20.0ps(on the bottom come In all area where a rectangle 350 tall by 2-0-0 Wde
wild Ill Whelan the boNom Friend and any other members,with BCDL=10.Opsl.
5)Refer to gleter(s)for im55 to Vues connedlans.
e)Provide mechanical connection(by them)of Vues to bearing plate repade of withstanding 100 to uplift at Jill 2 except gtdb7
9=130.14=160.
Q w4RNMaVx6x4ugnpnuurva mO RERa NmiE4 mNTIASRRD WFWOEm MIIENREFENaNCE FPOEM4)O4 m.lO0Y(m 149EFONEY4E
be.9wWd mr um oNv mm FYlexSaniw'amn.INStleNpII KIxNem uJV ulwnpxanelers YwwrtmdlelolmlrvJNAaal hadl�y cxin.re.-"
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6IOIg MLBn. ® JglMcalatlkro gevenidnllYp WIINMtlW lruawebaNlmrchutlmemKvicNY.MM.Ibttl.ranry ayaq{ImrmlM AM. M4Tek
wlo4 raaerao la aldJl6yaMio amem�waeaarmm�p�lammmd lMEv red wmpah aaman Fa9areramwalea ra9aer19 xw
Te�ryagoo 6e1xe Fan 6Na.
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eyNy IlxmmaXm uet6lAe Dan awlMie tMINIe.21e N.tee eM1cel.Sxle 312 Neva3'1q VPR2]I4.
Jop Tests Tota Type Ory NY
T8316119
10622TO T37 Root Special 1
r 1
Job Reference loolionall
Building Communed Supply, Jadvonvlllu,FI 32256 6.010 sApr 202016 M..akunuvin u.. Po sup 1B 1520:3]2018 Pepe1
10:Go0gryBsleaEOYSX]B1dYybPY-51kYp5lmV II_w PVVH4.SI ANKIHrtemtrt(Ny1nF3e
44L 4&12 63-0 13-08 1]-10.1 'N]d v I
140 L&12 354 64a 448 1B3 8$4
Scala 167.6
Ora o
B
300 12 25
h8\\
7*10O w11 firs= 8
5 6
30 12
yy 24 25
4 23 p®
4fv i 3 SII .1
2
i
15 14 13 12 11 27 10
M11 2M II 485 .10= M11
.to-
2
Qy0� 6412 830 1108 2014 273'8
OJ�4 4812 334 448 ]$12 66I
F1M ql (XYl- 120- - 71 IS 0d-8.0-2-01
LOADING(pati SPACING- 240 CSI. DEFL. in 0.) real Ind PLATES GRIP
TOLL 20.0 Plate Gdp DOL 1.25 TO 0.71 Wall(LL) -0.091011 >990 240 MT20 244719D
TCDL 10.0 Lumber DOL 1.25 BC 0.54 VenQL) -0.2111-12 > le0
BELL 0.0 ' Rep Sheds lna VES WB 0.55 Horz(FL) 0.02 10 tVe rt/a
BCDL 10.0 Cods FBC20147rP12007 MMd%-MS Wright In ift FT=20°6
LUMBER- BRACINo-
TOPCHORD 2x4 SP 140.2 TOPCHORD Slruclural wood s0eNNng directly applied of 3-7O o0 purMs,
BOTCHORD 2x4 SP No.2 except find yinfir ls.
WEBS 2x4 SP No.3 BOTCHORD Rigid calling directly applied or 640 do bracing.
SLIDER Lett 2x4 SP No.31- WEBS 1 R at mldpt 410
REACTIONS. Intel.) 10=86&Mechanlcal,2=1T1N30,tk12150.5-8
Mex Hors 2=262(LC 12)
Max Upllft ID-138(LC 12),2-95(LC 12),15-146(LO 12)
Mex G.I"aY(LC 17),2=1 71 QLC 1).1 5=121 5(LC 1)
FORCES. (Ib)-Mom CompJMax.Ten.-Allforces25o(lb)orlessuxceptMenshown.
TOP CHORD 45=805/111,5 c-00&142,B-T=-9901142.]-8=852/36,8-9=-1016/120,
910-80241
BOT CHORD 12 1a2001476.11-12-22W1021
WEBS 4-15-100M176,4-14-43(415,S14=d4478D,5-12=-SNI13,692=33&130,
7-11-4101132,B-11=-525tlfi9,911=-255/1314
NOTES
1)Wind ASCE]-10;V01=130mph pvymo d gust)Vaxk101mFA;TCDL-5.0ps1;BCDL=50psF n=25X;B=-45f1;L=2]Il;eave=4X;Can.
IC Em B;End.,GCpl-0.10;MW FRS(directional)and C C Extedor(2)-1- to 1-8-0,IMedor(1)I "In 8-3.0,EAmor(2)83o to
11-M.Iraedor(1)17-101 to 20-7d one;cantilever left exposed:Fil fie1t exposed;C-C for members and forces 8 MW FRS for
reactions shown;Lumber OOI=1.60 plate grip DOL=1.60
2)Protide adequate drainage to prevent water pwelrg.
3)This buys has been designed for a 10.0 psi bo0om chard INe two noncorlcuneM Will any other live loads.
4)-TMs Was has been designed for a I"land of 20.opsf on the Whom chord in all areas where a rectangle 33 01all by 2-0-0 wide
Wit Bt Uelxeen the bodom lord and any other members,Will BCDL=1good.
5)Ruler to glea(e)for trues to less confections.
6)Provide mechanical connection(by onions)of toss no healing plate capable of Wthstanding IW Ile uplift at jointly)2 except gt=1e)
10--138,15=148.
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d-"ke wla wr un env mm W1eM®cmr¢crut.RW deePn K[xiael.,."n Rno-lxuSrvwm.oM are,v,hTM1?AIMaYq enn't mr
bYrlem More rae.IM[eedred Jpr9�mut venH lM giAber�Bry oltleYDrp anHeswlplWun',di or IMde, hm tMoverdl
IalagUe9Pv BmFg Nwletltlo PaoentivcWre ollMaMtl MmweDUM/a Mrd memtu aYY. Wavlter,FOIPYOfn pnmaremdaMp
[loge ranocypo IttIMVarrdb Peumicdlq x41h F^�w @�a✓X prvmdpwaMd� e. La nen"did flsecons r
l2vkxTlkrt domBa.aapreW.decllmagdacMUlM1wamOM1W aMen65aa4N51T110udrY prouded.aMaCL WBMYCompwerrtl 6BW pub EW BM.
]yelY InlgmeXon rnvMtleM1arr I�RNe MIMe.219 N.Iea Slreel.5dla 31 R.01eiaM4.VPYlll4. Torp.R 98110
Job Trim Truss Typo Ory Ry
TP31sns
IOSPPTO Tae pact Special 1 1
JReference Lionel
Building ComponxB SuppN. Jacksonville,FI32266 0.0105Apra 2O2016MI i IMlNriee,Irc. Fn Aug f915:2OPoga1
ID:OOOgryeedeolE0Y5%?91tlYyopy-IDIw0O2PNrtaM001rycOWEIg5M0VadINlWWNINONFpymF3tl
-tdO 63-0
13-10-126Yd Zi&0
11JA 63-0 ]-i-17-1 493 68C
Sole=1A]
E 7
7A
24
1
W 2 \\
6
we
6x6=
IN 12 d
22 23
ad,i3 p 21
d
A
1 2
13 12 1t 10 9 25 0
31811 hd 11 'L5= art= evo=
4912 83n .L 19191 29Y0 2F38
4412 0F]-0 499 4Bd
Plat OIIseN(XYI- 12'62-1 - 71I 692-011
LOADING tDs41 6PACINO- 240 C81. DEFL. In 0.) Utla9 I/tl PUTE6 GRIP
TCLL 20.0 Pleie Grip DOL 1.25 TC 0.98 VerdLL) -0.09 69 s999 240 MT20 244/190
TCDL ID.0 Lumber DOL 1.25 BC 0.54 Wrt(TL) -0.2110-12 >999 180
BOLL 0.0 ' Rap Stress Ina YES WB O.m Horz(TL) 0.02 8 We rVa
BCDL 10.0 Cotle FBC2014JTP12007 Maedi Weight 1801b FT-20%
LUMBER- BRACING
TOP CHORD 2x4SPNo.2 TOP CHORD Structure!avBd sheathing directly applied season end sedkals .
BOT CHORD 2M SP No.2BOT CHORD Rigid ceding MectrytiMlient or 840 mbladlq.
WEBS 2x4SP No.3 WEBS 1R.at midpt 7-8
SLIDER Led 2x4 SP N..3 1-6-0
REACTIONS. (Iblsize) N=BTIRAecllanlca1,22�V3B,13=1 lest-58
Mex Hort 2=262(LC 12)
Max Uplift 8=-144(LC 12),2-1281LC 12).13=-1 M(LC 8)
Max Gras 8=90](LC 17),2=2(ft9(LC 1),13=1166(LC 1)
FORCES. (IO)-Mar.CamplMe%Ton,-Allforcea250(lb)airlines except'Aflenshom.
TOPCHORD 2-4=-106260,d5=-13fifiN 63,56=906132,67=-tWW13B,)-8=-016241
BOTCHORD 2-13=-32413],1913=-329/316,1912=32U319,910=330/1381
WEBS 413=-1133!/8,0.1 -5N1160,510=35293.54-b2&190,8-5=620/198,
]-9=-269/1945
NOTES
1)WIM:ASCE 7-tq Vult=1a0mph(3 .d gust)Veal=101mph;TCD".Opst BCDI_SDpsF;h=25ft;BAs'1,-27111;eeve-41t;Cat.
11;Exp B;Efti GCpi=916;MFRS(directional)sold C-C Eaetlar(2)-ib0 to 16-0,IMerior(1)1-60 io 630,EtleMR2)630 no
930,IMerlor(t)1310.1 to 2974 zone;cantilever left exposed;porch IN exposed;C-C for members and forces 8 MWFRS for
reactions sho m;LumEer DOL=1.60 plate grip DOL-1 W
2)Provitle adequate drainage to prevent water poMing.
3)This Max has been daslgrad for a to.o psi aftom acrd live betl Ilalconcurtenl af10 any other live lattice.
4)'This Miss las been designed fora live IoM of 20.Ops1 on the Nltom chord In all areas Wfiere a rectangle 960 tall by 2-90 aide
WII fit between file bots.chord and any filar members,with BCDL=10.Ops1.
5)Refer to glr0er(s)tar trues to Was connections,
6)Provide mechanical connersion(by Where)d truss to bearing IN.capable of atthstaM'mg lad Ib uplift st IDlnt(s)except O1db)
8=144,2=128,13=134,
QWA
BNNa a�V.,n CWan pvxnHm-d—D--WI tltl6 ANp XICLUOEa MIIEx aEFEBANGE PADEY iM ar.OO 16 BEEOPE USE.
Cestan WN1p icegYy Mtn MIIeX&aonrecbn.IMtl eLvetl wry Wal ry amnlcrs9wrntaW tram MlvMxe'f ImIkIMy mniWienL rot
vdan sexes�. aaaremWm soul Venlvnww.,waalndrF>da.w.arelwema voaenvin<..+romrem¢aos9nNolne welal
pt ba JglrcNCNetlabpawltl Yactrgoel AlSW lliEweOW/a lvaamafUBRCI'N nIXAIMd."'nJplmaenlaaYp 1 M.ek
t,Ywgaleplletlq rW1XYuxlb WevenicolgnBwllh Walae PelnldxV eYaf p4 IYa>tn�e.icl6nitlnl pYlmcele9aalp are
tR koXN.Yalcgs.D&reelY.eleelkn Wfl l9dlnlaeamtllMMlm,t ledW91/Mi Gx1h[xI1wFI.pM-HmB KLBWNCUNanMa 0 Gehe EM BMtl.
9aAly WimuXm av4dYe tani�flalaxie9kAe.21BN.Iw B1eeL9xb312M xoVAY131A T1.8,FL Tel
Job Trues Tnus Type CIY my
93161 5
1 c522T0 T30 Roof Special 1 t
'.Job RWerence o Industries,
Building ComporaM Suppl,, Japarsaillle,FI 32258 8.0106Rpr 202018 MiTek lntlmlrim,Im. Fn Aug 191530:902018 Page
ID:Ga0q,ige WEOYSX9918YytW-1PSIEm31]Bpi IkOWUI9NLMX3rpCIuc4WsnFMF3c
-140i1
9-101 152-11
1-60 630 6]-1 Sd10 5410 ebi
a#5 Sala-ISan
8
23
3.[0112 7t.8\\
6
A10O _ 5
6,00 12 86
1 81 2 46.21 22
�5
14 RE 13 12 11 IB 24 9
3611 3w 11 M= 15= 610= 2411
NFO 630 ) 8101 15211 26N Y]3B
-0 400 b40 sst 5+10 5410 084
Plel onseN DLn-- Ir3 - str -n 14611 o-2-ot nr6z-0o-111
LOADING g>sU SPACINb %) CSI. DEFL. In (loc) Well Vd PLATES GRIP
TCL- 20.0 Pleb Gtlp DOL 125 TG 0.]0 Ved(LL) -0.08 910 999 260 W20 24M190
TCDL 10.0 LMnbe,DOL 125 BC 0.48 Ven(TL) -0.21 9-10 >999 180
BCL- 0.0 ' Rep St.Inc, VES WB 0.6] Horz(ri 0.02 9 Na We
BCDL 10.0 Code FBG2014RPI200] MMNt-MS Weight tet It, FT=20%
LUMBER- BRACING-
TOP CHORD 2MSPNo.2 TOP CHORD Suaclurel aspect shemi directly applied or382 oc Wlllns,
BOT CHORD 2z4 SP No.2 eaespt and sell
WEBS 2x4SP No.3 BOT CHORD Rigid wiling direalyapplled or 6-00 oc burping.
SLIDER Left 20 SP No.314i-0 WEBS 1Raw at mldpt BA
REACTIONS, (Ib/slze) 9=B511MmM1eniral,2-4MD38,14=14936SB
Mev Herz 2=262(LC 12)
M.UpIXl 9=-136(LO 12),2-107(W 11),14-202(LC B)
Mas Gray 51=881(ILC M,14=1M5(LC 1)
FORCER. (Ib)-Mex Comp.) .Ten.-Mlforms2W(lb)oTlmseviceptasfi a m.
TOP CHORD 21=-1113/558,4.�-1098/101,56-128fl/29,6-]=E54I15,]-B=98&111,89=-]8]230
BOTCHORD 2-11=-131iN,1314-511N,11-13-3031136,1611=24911218
WEBS 411=-128)219,9-13=15W1)89,5-13=ESOq 26,810=528A 31,]-tk5Wfl)5,
8&10-231M2)4
NOTES,
1)Wind:ASCE 7-10;VUt-130mph(3mcand gust)Vmct=101mph;TGDI-S.O,b BCDL=S.OI f;11-_25X;B-,SX;L- 71%mve�,IR Cat
II;Evp B;Feel,GCgl=().18;MFRS(directional)and C-C ENedor(2)-1 4-0to 180,Intel r(1)1-SO to 43-0,EModor(2)4-30 to
Ins shown;Luar11026]1 zone;tegdp D IeX eglmetl;porcM1 IeX eNased;C-C for membere end forces8 MW FRS for
reactions shown;lumberDOL=1.60pate rPDOng, ao
2)Thistle rdequae r,dirage l0 prevent water Pending,c
3)-This t rus has been nmignad for a fore
psi load
20 chord n the
load nonmcurt al xle any other IIVe Inde
6)'This truss Xzs been dmigrlad for a Im load of 20.Ops1 on with
bottom MON in all ereaz where a reatarge Sao tell by 2-tr0 write
will lir between the bodom chord s11tl my other membem,aslth BGOL=10.Opsf.
5)Refer to gturban)al onn to lnlss(by onnecliana.
6)Prpvld, =107 1 cel conrlecllon(byoPers)of Wm l0 bearing plate capable of W IM1s1e110ing 10016 upliX W lolnl(57 except Qldb)
9=138.2=1 W,14=202.
A w4eNWO-Y«l,o wimpa+irylxesn4eala NOTEa PV IX154Np WCLWEe MIFk MfEMNCEG.1eEe6)IAm.1aeYA,6eaPoflEVaE.
�Wltl ld ue WY`w11n IAIek®codwcMxslltdssky,t Lme.]aYYV�"1-�Wmlieiers91w1.vq 61am MINdM rMMpcan�lvml m1 I
Inm Salem aelwaufa.Me WJgtleslgal mwl valN 1p gdlcRilNol tleLLal�mrolBRm'J pc{Ki1YYicary1t11e RBIXagn.Mlo IM overall
Iv3ipdatlp� XW1pY 1'nlatlt1e1111ucNYgo1 Y'RAMdlnmvebuWaclwMln9eNrsaYV.A091WM Rmryx(tY WJ I>enea�eallwu._I1q -. MiTek
e WI0'nlaawad rn.IRllvmo w wev.mrxingv3nM1IWIe pendHnYrva'n gcpalydonaAs.w1 wrelW ewlm[elwalpilro rre
ALbdpr[q[p.UdNery.declblatldoJp.llalBefuA Yu¢Mkmi wMYVMICUYIy CXIwp.bMd9 aM BG3151wNg Cwgonwa a90<Pe
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adMy Yiwnla•g1 w.'MAe Yom L�®RUe11WY11e.R19 H lee 9w1.9116912.Nam.VARRJII. enpe,FL 33610
Job Tmss Trees Type Oty, Ry
83151)8
10522T0 i40 Rwf BpsclN t f
Job Rddence hiplarsaft
Bulldirg GOmponad SuppN, Juksomnlle.Fl32256 0EOYMgldYyt 8MiTeklMudrieaee. Fn Aug 181520:402018 Pepe1
10:Go0gryPo4a01E0YS%191dYytrpy-WCOM1R84pu6xZrbIG419_i4eaNbx0UY152eXG0IrymF3b
-1 40 2J0 5131 13111 209A 2]J3
i 7. 2S0 3)-1 74-10 7-010 63<
3ule=1Ste
4a
3
24
7x6 o
..We 12 T
4✓S
e
h10
am 12 22 ®g=
4 �3 4
2
2,
14 13 12 11 t0 25 9
3B 2x411 = 4w5= 3x5= 4:1a= 3411
0 0230 51-0 1P 132-11 'M]d 2739
2 0 21P0 9 ]410 7110 bbl
Plat 0hsMs(&Y)- (2' 2- 50-1-]11494432 L1242432-01
LOADING(Pan SPACING 2-09 C&. DEFL. In (lac) Wall W PLATES GRIP
TCU 2D.D Plate Grip DOL 1.25 TC 0.67 Vad(t1) -0.09 9-10 >999 240 W20 24V190
TCDL 10.0 Limbar DOL 1.25 BC 0.55 Wal -0.201(Y12 >999 160
Bi0.0 ' Rap Stress env YES WE 0.6] 1ba(TL) 0.02 9 nor Na
BCDL 10.0 Code FBC2014?P12007 Metrix-MS Weight 1581b FT=20%
LUMBER- -- BRACING
TOPCHORD 2x4 SP Nos TOP CHORD Structural weld MCMNng cladly applied m3-11-2 OL P3dirw.
BOTCHORD 2x4 SP No.2 except and vel6cds.
WEBS 20 SP N0.3 BOTGHORD Rigid palling dlredly sp Ared or SO-0w trading.
SLIDER Left 2x4 SP 14 .316-0 WEBS 1Row at adopt 8-9
REACTIONS. (INd2e) 9,aNVMschmical,2=246A38,13=11)69-]-12
Max Hort 2=264(LC 12)
Max Upph 9=-130(L012),2=931L012).13-198(LC 8)
Max Grey 9=8661LG 17),2=246(LC 1),13=11]6(LC 1)
FORCES. (ID)-Max Cump4T4ax.Ten.-All lovas 250 fib)or len arawl when move.
TOP CHORD 56=136215],fi-]-859'1,]4-9Afd4,S9=-]]4213
BOT CHORD 2-14=305R0,1314_�15618,1312=-222/12]6
WEBS 4-13=-231288,51 -93]/188.512=-18811430,6-10=-SSY12B,]-10=BOY185,
B-10=198/1256
NOTES
1)WlndASCE]-10;Vult=1MMO(3seccndgust)Vasd=10lmph;TCOL�.Opsf.BCOL3.Opst;t 25h;8=458;L=2Vt;pave ft:Cat.
ft;ExpB;End.,GCpl=0.18;MFRS shomimel)and GC Exhrar(2)-1413 to 1-7-3,Intmort)1 7 310 2-30,Extedod2)2-30 dr
S3-0,IMatlor(t)5-10-1 to 237-0 pane;cardayer left exposed;porch left 9gased:O-C for members and forces 8 MW FRS for
reasons shown.Llenber DOL=1.60 plate pan DOL=1.60
2)PrOvida gram to damage to prevent water ponding.
3)This truss has boon designed lar a 10.0 fist Whom chard live lead noommuirmt Win any other live loads.
4)-This Wes has been designed for a live load of 200mf on the bohOm chord in all areas was a readapt,340 WI by 2-30war
Wil fel between the bathes chad eM any other members,Wth BCDL=10.opsl.
5)Rotor o grder(s)for truss to truss connediaM.
6)Protide mecnsnical wrneceon(by others)of truss to heading plate capable of Withstand,100 lb uplift at piM(s)2..of Clotho)
9=130,13=196.
Q WIPNWfi-VMIytlWpnpaamarmentl9Ela NOIE9 W1 iMe ANO MLLUOEa MIIEx FEFEMNCE PIOfrP)lp m.le0.VNIEICIOIlEV3E
CeYpi vtlkf lw ue oN,ywM�MllakIDwdwfawa.Mitlosk{nh Wxel onl4 arW^[*'aonwlen GNwn.md6ldm MMO 1dIMVcdn�co wt
nimryilem.Bofors nre lwrdrp tloGNni musvcXylM1{NIdWINol tle43n 1prm,eltnadggalvdLdndaaxma y., n¢or¢mY
Wt1q WGPr.adi,9YJlcaledalopewnl kvcNxgo(evJM]wlMsr vebaW«cMttlmdr,f,di«VY. h-ear EIemMWad Panna,enlMWg ek•
ttlV/MIx,eMetlMrKilNaglo Gmvenl wM{rte wM1bWMlfe wmrdlVMad pePonYrtinuX. fd 9errerd�reWrdrq xre lino, tE Is
ktltalkrt G«rye.tltllerY,eredYmaW bdytp o1Lr¢za0q Mswterr,A tseMdV1M1 QaiM rtxnlu.OY-09 oq BCN BWiPeonponxa
}yely pydrriglTaW?K Yqn lnr6flab lMlMa.2laN lee 5rw1.9Ila JI2.ObxmlY VA22311. Te,rya.EL]3610
Job Tmss Tris Type Ory Ply
wtsm'
10522T0 T41 Rod SpeC181 1 t i
Job2r)16 rc0k1reusall
Bu110'mp Component SuppM• Jackaomilre,FI32256 B.OYW,gt0201y-WT 64guSe CWC41 A1p181530:4020Qh,mF3
ID:Go0gry9We01EOYS%petaYytrpy-WCOhR89guSx2cSJC413__14wWOMlNYIQrkGOJrymF3b
1341 2Jdd 2808
6-7-3 4]3 6b4
4!5 3�'ale=153.0
6O31Y a
117
SW12 ]xe\\
5
Sal; asst
4
3
16
0 1
tst
f05_ 12 11 to 9 0 1B ]
'84 1 aaa- 4E= we- 2x4 II
]-1-14 1391 A44 265-2 21Od
6]J 60
LOADRIG(psp SPACING 2-00 CSL DEFL InSac) Allied UO Pl TEB GI IP
TCLL 20.0 Plate Gap DOL 1.25 TC Cw Vea(LL) 0.11 12-15 >706 240 W20 244]190
TCDL 10.0 Lumber DOL 1.25 BC 0.40 VW(TL) 0.15 910 >9g9 ISO
BCI 0.0Rep Stress led YES WB 0.43 Hond(rL) 0.01 ] Na Na
SCOL 10.0 Code FSC IVBeI2007 Mad.-MS Waght:145]it rT=2056
WMBER- BRACINO-
TOPCHORD 2W SP Nat TOP CHORD Stmduml wed sbaething dir yapplled or4-38¢puMss,
BOTCHORD 2x4SPNo.2 except are vedicels.
WEBS 2W SP No.3 BOTCHORD Rigid ce111ng dlredlyapplied or600 oc bradng.
WEBS 1 R.at.1dpt 6-7
REACTIONS. All beadtgs 07-12 except QL-lalgth)]=M nic ,lA3-8.
(Ib) Mex Hoe 1=241(LC 12)
Max Udift MIuplift1001borlessatjoN(s)1except]-192(LC12),12=1W(LO8)
Max Grey All readlons 2W Ib or less atfdnt(s)I except]�1](LC 1),12=1141(LC i),e=349(LC 16)
FORCES. lib)-Max Cd ,O .Ten. A1lfomw2W(Ib)or1essexceptvfiensflown.
TOP CHORD 2-4=103&32,4 5=]35b,56--05199,6-]=892214
BOT CHORD 9-10=-10195]
WEBS 2-12=-965/106.2-10=4]/1043,19-33490,59=-566/183,68=-2W/10n
NOTES
1)Wind ASCE]-10;VWt=130mph(3secmd gest)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opai;h=25ft;BdSft;L1M dev iC Cat.
11;EVB;End,GCA-= A0;MWFRS(dlmdlonal)and C C Extanor(2)M0 to 3U0,Intedor(1)300 to 2&1012 Mee;porch left
exposedIC-C for members and fomes 8 MFRS for readlau Mow;Lumber D0b1.60 plate gnp D0I_1.60
2)TNs truss has been assigned for a 10.0 psi bottom MON live load n0nconcullent wgh any other Ove loads.
3)'This truss has been designed fora live lead of Wepst on the bodom chON in all areas More a redangle 360Iah by 2-OO Wde
We m beNreen the bo0dn drord and any other members,Win BCDL=10.Opst.
4)Refa to giMer(s)for tmss to friss coere Ions.
5)Provide ma nnlcal wmeMon(by others)of twat to bearing plate capable of wftletanaing 100 to wile at joint(s)1 except(p=1b)
7=192,12=1 W.
AlWAPNaU.Vxrry awlpnpvur --,a..Na]E9 oyhear a.NCLWEe MIER afIGINCE PAaEY141f—l.I6IfIUNE USE 1 �
I Ia.wrtl lore'.wYY'�Im WICM®cvnr¢cMn.RA CeY(p kC�iidJY4Y'r-r Mtnoor. .Nmvmtlkla W IMUM xI hAdigaompmnl.wl
:prem re'.. Runs 1,,1-1mml Innclire gx�IkdWlN or[IoYPrpuamalanaM%.1 Vk.rorrEdeaJn plorMdrerdl Ir
bltlrptle9pn.Ba-Iph]kaltt]6ln pevenlLuctlhg o(YMVMglnwwebaM/a cMrd membenedY /`�dlFxriM lemWerYarrd Pennu�.'nrd¢Y'y MIaOk
k ewoyaraxlretl MxWMllymtllo Wevanl cdlgmwllhW�Be hartnxxkary a'drxePxm�n�e. rw aawrd glIXaree reUatpg Yre dBW Fe F1 EevlaNO.
MR Yaffe.CelNay.ereclbna'tl MackV dMrawmtllnmxpkrn;'.e,V1a/mlouoRM enIxM.D]Bi9aM eeLMMraeonpwrxd I.,FL I.I.
epNry NornHarr Ow1GYs hen lrry RafeauaMa.R19 N.lee Sree1.911e JI2.PHxnrgM VP4Rd1E.
Jath T. Truss Type at, our
T015170
10522ro Taz Road sp6oiN 1 f
Job cd)16 hrce fiftinell
Wilding Gomponml5uppt,. Jmkwrnille,Fl32256 0.0105AprgldYy# --oe M1"3P.I enAug191630:4t2018Page 1
IDGo0gry964e01E0Y5%?9101'ytrpy_0 3eS41M1n3PDCWeIeDEISpeLIIH60B30?seymF3e
9JO 603 123-02 20.7S 2738
' 1417 &e8 S]e 638 ebd '
Smle=1:51.0
4x51
6.W F12 ]
1]
on F7 h8m
8
Sid 4x5
5
art 1
4
3
6
t 2
1z tt to p 18 6
aE- 2M II 4E= ads a10= 2M II
60 6 12312 Zf]d Zl3 8
653 2 AN 6N 834
LOADNlO(pNJ SPACING 2d0 CSI. DEP_. In No) Vtleg W PLATES wild
TCU- 20.0 Pla"rip D0L L25 TO 0]2 Ven(LL) -0.09 " x988 240 NfT20 2"190
TCDL 10.0
Lombe,DOL 1.25 BC 145 Ven(rL) 41.20 9-11 >905 180
BOLL 0.0 Rep SOess Iver TES WB 0.53 HOrz(TL) 0.01 11 Na We
BCDL 106 Code FBC201MTPI20(cMetnx-MS Welghh147I1h FT=20%
LUMBER- BRACING
TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing dire9y applied or 640 ad pu0rs,
BOT CHORD 2x4 SP No.2 except am verticals.
WEBS 2x4 SP 1,10.3 BOTCHORD Rigid ce110g directly applied or 640 oc banning.
WEBS 1Rax at mldpt 7-8
REACTIONS. (Naim) Surreal,11=1291/ 5$2-174/0-3E
Max Harz 225](LC 12)
Was Uplift 8—]21LC 121,11_309(LO 8),2=1741LC 8)
Max G.8=5T2(LC 1]),11=1291(LC 11.2=4]41LC 1)
FORCES. (lb)-Mas.Comp.IMex.Ten.-All lorcial 0b)orless except Mien shower.
TOP CHORD 23 4i 07,3-5-394422,5-0=-011M,8]=-0 7M.7�MM23
BOTCHORD 2-12=4281412,11-12""412,9-11-361/1]1
WEBS 311=-808,622,511=-912281,58=-18]045,6�-535H)1,]-9=4115]9
NOTES
1)WIM:ASCE]-16 VulL1WMph(33econd gust)Vasd=101mph:TCDL_S.Ope,BCDt Bi,sF,h=25R;8=158;L=2M;eeve4X:Cat.
11;Esp B;Ead,GCpib.18;MFRS(directlonal)alltl CC Exteda(2)-14-]m 1-741,Infarro(1)1-Z9t.0 1 12 tune;caMllaver lett
exposed;porch lett elplo aid;C C for members are laces S MFRS for reactions shown;Lumber OOL=160 plate grip 001-1,60
2)This truss has been designed far a 10.0 per boh9m c11oM live two nOncollculrent MM arty other live leads.
3)'This Ouse has been designed for a live load of 20.Opsf on the bottom dwrd In all areas where a rectangle 3BO fell by 240 adds
MII fit balsam that bchona chard and any other members,weh BCDL=10.past.
4)Refer to glyder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of trues to beanng plate capable of Mthslandllg 100 lb uplift at joinds)8 except gf=1b)
11=399,2=174.
Q
a .- w.pny..rn....a.a xorm oe rwdt
avo w'cLuoEO MlEx arrv4xrF PIaE66]a]9 m.ronaaora9eroxevx
P'iran w'YJ Iwu19 oXYwlrn MlM@cowxcka.lN[[letlq�b09xtldYY�gnp�amelers NowT,.aM hlamfKNtl.✓1 WltlYp ccm[wnent rut
Insd doa .M0uRIIxdYYp(108}9,mistue1Nf1ro4Caitax, o1,ond v a morn,
oonvy Xc to IKOe4Jn NoIXeoverall
E,.Mgtle.¢,. Bo?q McdetlbNpx,9nlWJarg of MvM.v]I,w,.rebutllw dratl momoe,so„ry. atltlnsuiss lwraY mX wn,o��eer4d¢Iry MITek'
6wenreux.ew.Imrvwlwwavanloorrm�wmmP�.+e wrrrsr++H>vvmeww+vmr,me. r.,r oeren u,4�+more9war,e lrx
Iywtalkrt sbgle.da Fay.aecscn[tridocYgalnraazaWl,maMwrn ww3XWR1I O,rdherrrxFr.DstJ9 m4 K9 MrI6geanponwY ew,IL Ew 0Na.
9yery lXymdbr W:1NbBdn lnm PalelMMe.218 N.1Be51rBe1.eJ1e 312 NeauvAla Va II]II. Terrye.FL 33610
Job Trus Teras Type Ory Pry
TB3151A
W0 TO T43 Roof6pwyd I 1 'i
Job RelW16 Mi s(optional)
BWIdmB Component Supply, JMIaolrville,Fl 32256 8.O1 Apr 2O20 -S_ so5we3BGmSb SnWgi) SOaAnd 19 YL1216 1WOaMe1
ID:GoOgryes1e01E0YSXR91dYytrpy-S YRso5w0]BGnnSbBSSSnVYgiIiSOBYL121WOeymF32
F4M a"" 12312 14d. 2P]4 2G+14 31
YJd4 Sii 4R-14 6012 aB-] R3-1R
450 aide=1:]3.2
6.66186
4S i
25]
3.6612 he\\
6
es 4
5
3
3
24
1 2 e
c 6 2N11
zo t9M4=10 a .0= 14 rt 1210 9
yy= 34 46= 3rA II = 34 II 4 5= 8u II
aw=
s z...lz ze raal.la
1Si8 I An
A1R
66E eOz SPIt _- 15_
LOADING M.0 SPACING- 240 M. DER. in ger) shut Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC DU Veh(LL) 02413-15 a867 240 MT20 244/190
TGDL 10,0 Lumber DOL 1.25 BC G]4 Whiff-) -0.431315 .03 180
BOLL 0.0Rep Slmss lncr YES WE O.W Horl 0.06 10 rua We
BCDL 10.0 Cada FBC2014MPrM7 Marshes Weight 206 lb FT=20r%
LUMBER- BRACING
TOPCHORD 2m SP NO.2 TOPCHORD Shuduml smell shealNtg directly stopped or 2-2-0 oc putlins,
BOTCHORD 2x4 SP NO.2'Excel exospt end vehlni
1318,1113:2MSPNo.3 BOTCHORD Rigid ceiling dirmlly aPplletl or 640 do binding.
WEBS 20 SP NOS WEBS IRaw atmidpt 7-10
OTHERS 2x4 SP No.3 T43race; 2x4 SP No.3-8 9
Fasten(2X) T arta 1 bates to narow etlge of web a th lOd
(0.131'x3')sells,6th aim Sin minimus end tllsrenca.
Bracy moat cover 90%of web lenem.
REACTIONS. (I1brN2e) 19=232&0-se,to�ld0-4-1s,z=188i63-e
Max Holz 2=324(10
M19 (LG 1
2),W (LC 12),2 -1e)
MG.19=139(LC1),1RM3(LC17),2= (LCl)
FORCES. g0)-Max Carp R.4ex.Ten.-All lorce52W(ID)ot less eaepl Mien stews.
TOPCHORD 26=-52]248.3b=303Y3]5,56=621A1,3)=]330
BOTCHORD 2-2o--53)/4]3.1&20=-53A4]3,1318=3pfl0,15-1fi=331/92
WEBS 319=-625/5]3,1]-18=-8531182,5-1]_934215,i15=92/665,61rz619/1]5,
]-1�-85266,10.12=-851293,)-12=]89/301
NOTES-
1)Wind:ASCE 7-10;Volt=130mph(3secmd gust)V W=101mph;TCDL6.OpsF,BCDLd.Opsf;R 51t;B=4511; eave-It Cat.
11;Exp B;End.,GCp66.18;MFRS Wredlonal)"CC Exterior(2)9-0-D to 1-106,Intehor(1)1-I"to 31-9-12 zone;wnblever
tent sapomn;purcb left hpoyedl;C-C tot members and for.8 MFRS for reactions shmet Lumber DOL-1.W plate grip
DOL=160
2)The Was has been designed for a 10.0 psi boflom MOW Ilye load noncotwurrent Win any other live India.
3)'This Huss has Men claugnad for a live load Of 2O.Opsf on me bottom chord in ail areas stere a mantras 34O an by 2-0-0wide
Wil fel Mlwaen the Mpom MOW and any outer members,with BCDL=1O.Ops1.
4)ProAde mechanical connedilon(by omen)M hues to bearing plate capade of withstanding 1 W ID Mat at joint(s)except OWL)
19=266,10=145,2=175.
5)Waming;Additional permanent and stability brecing lot Imss system(not pad of this component resign)is always required.
QWIM'Na-Ywax lw{ppwmlu�xMFE<O MOTES ON 1Ma INO NGLVOEO MIEN aUEa4XCa Y4ea Ma)IArw.le0.VAle BEFO/IEVY �
pWar,vdkl lune aMyx1111 MIeA®mnwclna.ntlz�k IxrtedupYu(m�paarelel[MwwnaW h Iq mMMpld dllllg canrwenl.rot
hpayelan Whys rm,IM dYSptleSUlelmul varlN llretx%4k:2YNol 9yl p�anelenaNgopellYk¢o0xxaie ll'Etlmpn Fb Re ovadl r�
IyIQtp OBWn I.00Np HJcaletlklogevelY dcFWg ul[gIM}xY 1nR Wehad/ncicM mem[aeaYY denerd✓u uL, UOYOq�rlvwml el«Into Mllek'
k 1Jwy51epled lwplilyug bgeVemlcdlyeu4ml �ruW WuYOIq PIXIBpeels OeBnapera ud N, lepQglM p{n.M.fee eN4.
seam dv9luq]a.6BNaya Mlaq,real
r312. J ndeo OA4314eeM,Mkdkmtl kGlYMnYdyIIV>nrrl
fyNy Whmpeul mtlMAe Ywnlm®rMIefMIIe.RIO N.leB3haB1.9M 312 Ne[a'd1a.VA44314. Tang.11 3ABIB
rJob This Truss Type Ory Ply
1051 T44 Roof Special 1 1 T93151W',I
Job Ropiness(op(onall
Bidding Comment Efforts, Jackear.He,FI 32256 8.010 a AP202DUMITexlnd0atries,Inc. Fn Aup 1B 1520:/92016 Pepet
ID:Go0g1y9a4e01E0YSXYB1UYylgy-wB5p386YBNJ]rv1n19MIQY0zBN112mUXiJMOymF3Y
r44d 683 12312 1468 M7131-118
Yi0 886 S]6 22-12 89-12 i&12 --� 38-0
BW 12 6u1e-1]1.5
u4 II
e
n10 i
38 i
6
3.OD FIT ]6 a
8
as o / I
3
22
2
A e 2
dfis
18 1184=lase/ II 4x10= 23 If 10
9N I. 45= 3rd II 3M= ears=
3d= 3G II
D50 888 12312 11484 M 'RS1 317331NId
Sh8 2212 8812 ]912 32-2 045
Plate OXsels(XYF- 10:09962-01
LOADING(poor SPACING2-0-0 CSL DEFL In (lac) gdell UO PLATES GRIP
TOLL 20.0 Plate GrinDOL 1.25 TC 0.72 Ve0(LL) -0.1712-13 5999 24D W20 244/150
TCDL 10.0 Lumber DOL 125 BC 0J/ Ven(TL) -0.0 12-13 x506 180
BOLL D.DRep Stress 1. YES WB 0,5/ Harz(TL) 0.08 10 Ne Na
BCDL 10.0 Code FBC20147TPI2007 will Weight'.19715 FT 20%,
LUMBER- BRACINO-
TOPCHCRD 2x4 SP No.2 TOPCHORD StruMwal woadmeaMrg dlretlly applied.,4980.partns,
BOTCHORD 914 SP No.2'Except' except and wr icals.
1418,311:2x4SPNo.3 BOTCHORD Rigid calling direc8yapplledor6 0comfollg.
WEBS 2x4 SP No.3 WEBB T-Brace: 2x4 SP No.3-410,8-10
OTHERS 2x/SP No.3 Fasten(2l) T and I bnecas t.narrowadge of web with i0tl
Bomhou)nails, 9796
73i0gffft Mn eM tllaence.
Brace mlMl must 9O%of web IergXl.
REACTIONS. Ho 10=70&_64-05,17=149M0.S8,2=483N3 8
M.
Mex Hoa
2= 12)
,.Uplift10:.12SgLC12
) t 1- (LG 12),2-176(W B)
MG.1P71(LC17),17= 3 (LC1),2-�83(LCI)
FORCES (Ib)-Max CalnpAlax.Too.-AH forces250(Ib).H.exmpterom an...
TOP CHORD 2-37518251,35=2881354,5-e=-794M,Bd=d19R
BOTCHORD 2-187540/462,17-10=5401462,16,17=3185,1314=9432],12-13_-6329fi,
312=6285,1611=40270
WEBS 317=821/571,1517-1059/110.5-1 4041233,5-13=-12340588-13 3]/1]3,
313=99/690,510=810479
NOTES-
1)Wind ASCE 7-ID;Vu9=130mph(3-soon gmf)Vaad=101mph;TCDlr5.0ps4 BCDIrSo i;h=25M1;137151!;L=3211;save=oft;Cat.
ll;Elm B;EnG.,GCpi=0.18;MFRS(dredlonal)Nltl CC Exlenimto-1-4-0 to 1-103,InWdor(1)1-108 to 31-412 cone;mntiv r
left eNwsed;porch left exyos.dC-C for members and forces&MW FRS for reaon..stwwm;Lumber DOL=1.80 plot.grip
DOL=1.60
2)This truss has been des"for a 100 pat bottom dortl INr load noncomu„ent Win any other Ilve loads,
3)'This tnlas has been designed for a had two of 20.Ope1 on to bottom chord in all areas orms a retalgle 38O Im by 2-00 Md.
vnll fit belwren the bosom chord and any order memben,with BCDL=1boost.
4)Protide mechanical connection(by others)of Was to bearing plate mpabie of withstanding 10015 uplift at(olnds)except(n=1b)
10=128,17=2822=178.
5)We.,:Additional panorama and stability bracing for toss system(not pad of this component design)Is always required.
DwnMfr yo"yMp lfflo am " O 1N, ON 1X15RNO N6lUO n—,x ter,siNH P1eEM6]OAnr.IIXN.OISBEfOPEU6E.
1�1 ear, u¢otlyxfe MIeW9amwluc lues W$p abealaYYuppn ag'1 leo'lem aMeluy F.ANu lCWtley cdm[urenl.mi
IIn6rygem Bala.ver II'e diN1p demes mut vasty Ibe 4MMKiryol Jesp,1*aunelers aM IXolzlly nm1�aR T6de4an Mo Ilroavwtll
W[eq tlabn. ®a JgxticWetltle weventluctlM9 ul MVNEd nW Wena✓Jhe thea memlzrs<xYy dsieeob lemWaYma4 imNMeG¢P9 1 e'L
N Rwgile.,eovo ol"'ordlo Pmva f—rool.morooee'r X —Aspro Ri^dYum e. lu Banald 943�aare9adpine
kbkn14M i1ao9e,tlelNay,awXmadlmcXpol XevNN TAM6rya1mM.MHL/IXIGWIy GIW.GSXJa m4 aeL MMiq CmpwxK 6%...F-0
entl.
9yYy IMxmtllen wUX1Ye ndn Inn Aela MIXee.118 N.Iee Saes.911e 31 R.NoamtlM VPY1111. TenpL FL 3M1
Job Truss Truss Type Oly Fly
TB3151B1
10522TO T" PoriSpecie) 3 1
Job Refer2016M,ce(9ndustri
onaft
BpiMitg GOmpOneN Supply, JM.Veonvllle,F132256 8.010BldyykN16MITe7AyhRtrieq lrc. Fa BG 1101UVddml2616Peg1
ID:Go0gry954e01EOY6%iBldYytrpV-0NICHU]R)MR_d3uJ1]wsw4BGVmTUVBGmME08TymF3%
-1<O 66a tpdit I'm $H $19p Alld T918 �
ode aaa sae axnx aotx sea 3enx dM/ yel-1]]6
6.00 12 6
w II
]
3.O0 i2 6a8
6
L6% 45
3
3
2 24
8' 6Tj
d 5 d
A IB34-18"a 2`' 10 9
3E= zw II 4a5= '.h4 II 3x6= qb if 11
o= 2W II
2H II
W=
$eto
668 'S]bx xDU
Plate OfNeta(%,Y)- 1942-OQ1-0I 116'62-00041
LOADING(neo SPACING 20o CSI. DEFL n goo) VdM W PLATES GRIP
TCU- 20.0 Plate Gtlp DOL 1.25 TO
OM Van(a) -06612-13 >999 240 W20 214/190
TCDL 10.0 Limbar DOL 1.25 BC O.fil Val -0.1315-16 X989 180
BOLL 0.0 ' Rep Slreas Ims YES WB 0.59 Hij 0.04 9 W, an
BCDL 10.0 Coda FBC201M1`12007 Matrix-MS Weight 193 In FF=20%
LUMBER- BRACING
TOP CHORD 2x4SPNo.2 TOP CHORD Slmcirai wood sheaming directly applied or 3 10 14 W WXtire,
BOT CHORD 2x4 SP No.2'Excel except and verAcels.
1618,10.12:2x4 SP No.3 BOT CHORD Rnal ceiling directly applied or 6-0-0a bracing.
WEBS 2x4 SP No.3 WEBS 1Row at miept 89
REACTIONS. (INsice) 9=710030,19=142910.58,2=,H1703-8
Max Harz 2�4(10 12)
Max Uplift 9-130(LC 12),199-2]10(1012),2-179(LC e)
Max Grev 9_826(1G 1)),1�1429(LC tI.2�110]ILC 1)
FORCES. (Ib)-Max.CompMrar.Ten.-All forces 250 oft)or less except when semen.
TOPGHORD 23=5MW.3-5=2]31375,54-T]1Po,6-]_528N,]8=-545154,611-]6&149,
B- - 9/182
BOT CH20M
ORD 2-20=-543N]0,19-20=51Y470.18-19=8]58,,15-11-94W19,1315= 0
WEBS 019=0101568,1]-19=104]212,51]=-1028238,515=-11811042,619=36 3-313 1/3],
]-13=3M/1]5,513=155IB.'ss
NOTES
1)Winel;ASCE 7-10;VW=l Worth(Sdecend gust)Vasd=101 mph;TC01=50pel;BCDL-5.0paf; -25t;B=45f1;L-3211;eeve--4X;Cat.
11;Em B:Encl.,GCpi-0.18;MFRS(directional)and C-C EaedoR2)-1-4-0 to 1-10-6,fi tellor(1)1-106 to 91-9-12 zine;Frobisher
left exposed;porch Iaft mWeed;C-C let members and forces 8 MFRS fc,react.shown;Wmber DOL-1.60 plate gdp
DObL60
2)This tones has been designed for a 10.0 pal Whom chord tin load nonconsurrent ever any other In loads.
3)-This teras the been designed for a Ilve lead of 20.Opaf On Me Wtom chord In all areas where a reclangle 3-60 tell by 240-0 Win,
said lit between the Whom cord atM any other members,with BCDL=10.Ops1.
4)Provide macwnlcal connection(by others)of moss to bearing sale capable of whislanding 100 M uplift.11oin1Ie)except gldb)
9=130,19=2]6,2=1M.
�WAPNwe VMlytlWynpanrmtw<en4aEla No]ES PV IXIe INp NLLWEp MIIExaEFEa1HCE PdOEMtraO]nr.IMLN0i6aEFO oes
' 'xVY`u�M9ae9mnnxta,x lMtl�q,hlei¢tloNYipv�p�anreters#u++m.nntl klarm ldlNLLvx WWhy cxn�mnl.ml
Mq,WNlla lfn
a eua Mrem.&+Iwe�tl,e Wh40etlwn�muA veillylM gFMat4lhol dblTp�m,elenaq porWlYxKrnxxoM RII IX,.Yan Into IM1e overall
s A��mw�amx9aa+ oemr°Itliyme°o wamaaPolwnnpor> e.'n remm "" 'ema�a�a lama MiTek
Imcanoe no,aBe.dw6ah.<�eoroa me a«xaB ofmma.me memt6mx>eeulwlvn ouwlh eweu.OMde w.4 BCp aama�«"w•Mf w<s«i 6na.
an6h mamaean avamla ram ram RoN 16all,ae.zle N tee scent.axis 3Iz.aawiota vn nma. a�=`rr axlo
Job Tun. nus Type Ory Ply
TB315102
10522TO T45A Roof Special 1 1
Job MIereMa 0 'oral
Building Component Supply, JacNsonville,F132256 B.OIDaAp202016MHU7nJuatria,Irc. Fri AIg101540:H Edypy 9e1
ID:Go0g1y954e01EOY3%?91dY -0NtCHU]Ay11R_43vJ1]wew4BGYmTWBdmME06TAnF9X
adae
Ia
361-f0 SW BF1FB
HL 6B6 1Si8S29
R 3 NSBa bBt1 LaB
y6- Sine=1:T].5
BWI12 0
b4 II
T
30D ITR Sea
6
98� 4,61
3
a
z
z4
e Sig
b 1s 13 a
20 lai-IB''� II �- 11 zs io e
= 2i4 as= Sul II S- a4 II 11
mm=
2" II
M
as=
aw z.blz mra z61ao ze+.s ss.7o
o7To ts14 I zorz sod I I hi
Plat Olh b(XY)- I 2L 19'62-00-i-0111862-&OQ41
LOADING(psi) SPACING 200 CSI. Di In god) Vdell w PLATES GRIP
TCLL 20.0 Plate Gdp DOL 125 TC 0.18 Vell(LL) -0.061243 >969 240 W20 244/190
TCDL t0.o Lunber DOL 125 BC 0.51 Vei -0.1315-16 >999 160
si 0.0Rep St.lna YES WB 0.53 Hmz(TL) 0.04 9 We Wa
RCDL 10.0 COda FBC2014RP12007 McMxi WeignaliSib FF=20%
LUMBER- BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Saudi wood Sierra,direodyapplied de 3-10-14 os PUNIM,
BOT CHORD 20 SP N0.2'Except' except and yapped..
16-16,1612:284 SP No.3 BOT CHORD Rigid ceiling dru dl,applied or 6-0-0 oc bredng.
WEBS 20 SP NO3 WEBS 1Row ld milt 6-9
REACTIONS. (INslze) 9=]10/03-0,19=1429/65E,?r43]/63-e
Mat Hoe 2=324(LC 12)
Max UpIIB�-131(LC 12),lF141(LC 12),2=62(LOS)
Mex Gmv f6821(LC 17),19=1429(LC 1),2=4871LC 11
FORCES. (Ib)-Mex CmnpJMax.Ten.-Ali forces 250,(1b)or less Except when shown.
TOP CHORD 2; ISM,36=-210Ci 56=111/0,6-7-52817,8-5,[516,411=-]57/163,
&11=658/175
BOTCHORD 2-20=-180/4]0,19-20=-t 644]0,1&19=3]5i 1&16=3400,1315=-13]/690
WEBS 319=-810/115,1]-19=-104]204,5-1]=1028213,515-70/1062,61 3=3 625 3,
7-13=-3]0/1]5,&13=-I7&B28
NOTES
1)Wind:ASCE 7-10;W1i Warpb(3-secand gust)Val o1mPtrt TCD".0pai;BCDI=5.0fef;82511;BA ft;I--3211;eava=414 Cat.
Il;Exp B;End.,GCpi ei MFRS 10iradvonaQ and C C Extedor(2)-14<)to 1-16&Intedm(1)1-10.6 to 31-9-12 zone;C-0for
members Said forces S MFRS for reedone shown;Lumber DOL-1.60 plata grip DOlr1 BO
2)The truss has been designed for a 10.0 pat doaom Glad live load nonconcurmnt with any other Ilve beide.
3i'This turn has been designed for alive hard of 201 on Me bodom chord In all areas Made a mw4angle 3-60 tall by2-0-0lade
Wit fit between the bottom cMrd and any order members,laM BCDL=10.Ops1.
4)Provide mechanical dear a Son(by orders)of tmaa to hemirlg plate capable of eitlear rrJing 100 In uplift at Naris)2 except(tdb)
9=137.19=W1.
� aMAYa YVIlYMtl9npuwMxP mq SENO NaIn PYfW AND NLLUOEp MIIEx a[iE=PAS —71Mm.lae7M169EFORE p4E
'�IT vdltl cairn WYY4151w1 S@conreclax.RAtletlw�Yb 1d4Y�V��paamelers Lurvm.ma aram MUMM G4�pcanPawat rot
a e�p.iI.&amo Asa.nwz.4arodegw�mrn YmNllw ggrmlN�rnouP.av�.oelel:er.l wwellr zKonwrno mmign aro n»o�e,rll
[xYIXNI raLnn. 4¢nalv7crlatlhio wevtniticNllgofMMM YR�mweb ad/u Ga�`1 memLersaYr. A�]OlbrcJ bmpway UW Cwma�enitvrcFq MRe k'
ITxtaW nnin�la SetllNadlo wevenl wM¢.awlltrl>a�eR'+-'wl MaYeNMWMIQAI�oCINW,pOdV anis BCBrYNq�u�Vu�M e
oae rdNaY,reclbncM dMy o1ln�anbrnM M®a ora Fula EW BNtl.
9yNy Yxwmalbn avSIXAa kom T�Rab I�WIRae.Rle N lee SReel.offs>IR.Ple�aMlb.VAR2]I4. ieniu.FL 3%ta
Job TrimTwsTYpe Oty FY 8315163
10622T0 T46 Heb Hip 1 1
Job Reference fapibrel)
Building Component Supply. Jazkrthrulle,R 32256 B.m0s AM2020161,iTeklndu&nei Fn AW1915'20:452016 Peat
ID:GODgry9s4e01EOVSx?91dYybpy- NL14Bq anDSAlae9PBdWy2KDy0n Oa3?vymF3W
11-0 688 12312 20-1. 2111-10 2Bd-0 31-0 83234
Ia0 field are 839 fact HE 2 8
®y 11 lvo -155.1
4xs=
60 12 B 8
Lel i
)
3,00 f2 be;P
e
b
3a8 i EYb% d
5
4#;
3
19
2
a1a
15 14 13 12 p R1 11 2fI
35=
2W II 3� ]e10= N,a= 10
P3A 888 12848 YB-)d xsao 31-Ir832rTn
OS'O bS8 SJd a30 BB-12 2]d OSB
Plate Offend(XYI-- H0:0-2-00.1-Oh H2:0.39 E63e)
LOADING(pi SPACING 260 C81. DEFL. M (roc) Vdell UO PLATES GPoP
TCLL 20.0 Plate Gnp DOL 1.25 TC 0.78 Ven(Il) 0.2311-12 X999 260 MT20 244190
TCDL 10.0 Limbar DOL t25 BC 0]3 Ven(LL) -n 46 11-1, >510 160
BOLL 0.0 - Rep Silas bpr VES WB 0.53 Hou(TL) 001 10 fee We
BCDL 10.0 Gotle FBG2014TPI200] Matnx-MS Weight:201 In FT=20%
LUMBER. BRACING
TOPCHORD 2x4 SP No.2 TOPCHORD Slmdurel xood sheathing directly applied or 4-5-15 UO purlins,
BOT CHORD 2x4 SP NOS except am vertical
WEBS 2x4 SP N0.a BOTCHORD Rigid calling directly applied or 6O0 oc bmi
OTHERS 20 SP Nm3 WEBS T Bruce: 2x4SPN0.3-9-10,7-11,8-11
Felten(2x) T and I brears to Martex edge of web ra 100
(0.131-L')reds,&no.c.,Wi 31nminimumeddMWCO,
Bruce most cover non,0t web length.
REACTIONS g1ofil 10�91N3-0,13=16])/0.58,2d5]A}3B
Mex Horz 2=28,l 12)
Maz Uplift 10.-103(LC 12),13=Ji8(LC 12),2-160(LC 8)
Mex Grav 10=73B(LC 17),3:l14F(LC 1),2467(LC 1)
FORCES (ID)-MeX CompMax.Ten.-Ali kr 2W Vb)or less e=W When slwex.
TOPCHORD 230]/159,3-k40Y481,5�9]B.b,8-]=]e]N,]-8=-25910,9-1�81Y160
BOTCHORD 2-15=31735),13-15=-01]/35),12-131&146,11-12=95/430
WEBS 313=-810/5]9,513=-11W299,S12-20N1018,612=518125,7-12=N432,
-11=-Y62/115,O11=-1382)66
NOTES-
1)Unb ima roof Ilve I08da have been canademd for Mtf design.
2)Wind:ASCE 710;VJt=130mph(3sawnd gust)Veld=101mph;TCDLS.O df;BCDLd.Opaf; hi 5>5ft;L=32f1;eavaAfl;Cat.
II;Exp B;End.,GCpf�.18;MFRS(diredionaB arM C-C Evenm(2)-14 Oro 1-106,Inert( )1-10.610 293-0,Elval 2)2930
to 31-9-12 zone;canffever tell exposed;porch left weed d;C-C for membem and forced&MWFRS far reactions shown;Umber
DOL-i.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent worst ponding.
4)This Wes has been designed for a 10.0 par bottom MOM live load nonconourreM Wdlh anyolher live loads.
5)-This truss hes been assigned fora live load of 20.Opsf on to tholl chord In all areas wtlere a rectangle 3-6-0 tall by 2-0-0 was
All fit between the bottom chord and any other members,Will BCDL=10.O of.
6)Provide mechanical connection(by others)of truss to hearirg plate capable of withatarMing 100 lb uplift at folnlls)except Gt4b)
10-103,13=318,2=160.
))Warning:Addlilonal pohnarbant and stability bracing for turas system(rot pan of the Component design)Is always required.
ri
QWAMIWO-YMH4ulprwwwrwlwEw46FAP M01E9 CN rMB ANa WCLLOfa(MIEN aEFEMXCE GJ 6E MN<l]m.IO0.VNIS 6EPoPEYEE.
I1MMW3erf.li 3YMm Mliexbawewbm.awtlalynhnaetlMY Way[*>•mrvvl fl..nagUfa�n oq W cots,i.l.rot
Lrmv olude BSMeue.TBNOq dEfurnrmuslvally 1. of deLLWn IsstmefertaW q�M�aIYM alaale Mt Cerbnlnm II'e ovem'I mi
' dwT. bidurany and to
ret colcie enh lrclNkanllvew OWUnd tlWmaMage, Fo PA]Yw✓]abor—yaNna the ibacM Mire k..
C yvgireginey, affee,eAl nediicdlgae los rf,Und neviforFxb�OA1'wn andstifty ayes,ca ledal kion states
WM n00 ve..Fest aMa.
enter, n.Aa A.ddiArY.aeCbn WlbWrtlo til. surni xr M.Mtl/Mr vA eWnIn,DHd9aM KAl auklnYeorrV>O.re d
sawYlWwmawri axfrna rota lr�FMRIMMAe.zlaxteaslr«E an.3lzae.a.flavn zz3la T... 11 3xto
Jab Trlu Trlu TYpe Oty Py
T9315184i
10522TO T47 GABLE 1 t
Job Re16 MITe l Inamorll
BUIItlInp Component Bogart, Jeckaamille,Fl32258 B.OtOEFpr202018MiKYVWlahies,he. PoFIp 1620:47 2016 Page
==FF11 ID:GWryy9sb01E0Y8Xi910YyVpy.oyLKVVB3FcgZxXLY_9MUZigYmluMp43K3H3oymF3U
t«112 zoo ofFz 4aa ue ana4ft �.iea
Ila &ale=13]]
3x8-
B.fp Fi2 23 2I 25 53 26 27 28
22
21
3r8% 19 20
0
15 16
y6 14
.1% 011 12
3.00 12 1 8 e
8
5
�1
sz
2 3
d
s.6= sD 49 u n u u es=
trto II one- N 13 42 41 n0 3e se 31 as as x 33 a2 at 37 ze
and=
ofiro 4»�o 12 1 Ma telt ala
H
Me OINeN IXYF 12'(YOJ EticeI 12'04S40.0-21 f24'P3-0P2-0I
LOADING(pail SPACING- 2ji CSI. DEFL. In (lot) Vdell hot PIATES GRIP
TCLL 20.0 Plate Gap DOL 1.25 TC 0.82 Verl(LL) 032 49-6O >459 240 W20 244/190
TCDL 10.0 I-umber ML 1.25 BG 0.93 VerlQq -0.6]49-60 >216 180
BCLL 0.0 ' Rep Suess I., YES WB 0.42 HmpTL) 0.02 44 her Na
BCDL 10.0 Cade FBC2014RPY200) Mi Weight 248 lb FT-20%
LUMBER- BRACING
TOPCHORD 2w SP No.2 TOPCHORD Smaurel Ward sheathing directly appllaE or 3-2-2 oc pudlm,
BOTCHORD 2x4 SP No.2 except end velllwls.
WEBS 2x4 SP No.3 BOTCHORD Rigid oflllg deadly oddest or 2-2-0 m bidding.
OTHERS 2"SP No.3 WEBS IRow at mdpl 28-29,2532,26-31,2]-30
REACTIONS. Allbmdrga l9-1P81Wmpl Utdenglb)2=0-38.
ate)- Max Hoa 2=251(LC 12)
Max UplHl Alluplift100lborlessatjolM(a)29,43,42,41,40,39,38,37,36,35,34.33.32.31.30
ex-pt 44-216(LC 12),2=-187(LC 6)
Max Gmv All maims 250 to or less at joinds)29,43,42,41,40,3 ,3Q 37,36,35,34,33,32.31.30
exmpt"4 3(1-Ct),44d (LC1),2=571(LC1)
FORCES. (Ibj-Max Comp2T4ax.Ten.-All loam 250(ID)orlma ev:eq xfianshaan.
TOPCHORD 2i=-8221254,4szE0N255,5 -]9]Y2e4,&]=T/5Y100,]E=-]10289
BOTCHORD 2-51A`104762,49-524M4 2,4849=484/]02,47-411=-484/182,4&47-463 1,
45.46=483781,44`15-483701
WEBS 848=-3061481.&51-1081/855,4451=A85/549
NOTF9-
1)Wino ASCE 7-10;Vdt=130mp0(&second goal)Vmtl=101 mph;TCDL3.O aft BCDLd.Opd;h-25f1;"an;-=3211:inum-IX;Cel.
II;Exp B;End,GCP=0.18;MFRS(demolisher and 0 Exledor(2)4`1-7 to 1-&15,InNrml)1-915 to 27-4-0,E ctmor(2)274-0
to 31-912 zone;can4lever lett egrosed;porch left expasol:C-C for managers and Imces 8 MFRS for reacllona shown;Lumber
DOL=180 plate grip DOL=1.80
2)Tuns designed for wiM loads in the plane of the these only. For saes formed to wintl(normal m Ne fide),see Standard Industry
Gable End Deal as applicable,or smut[gdeNlped bWMing designer as par ANSIRPI t.
3)Provide pastime dmlmge to prevent water painting.
4)All plasm are 2x4 MRO unless offiso se indimted.
5)Gable mica spaced at 4-0 oc.
6)This Vass has been dmlgrled for a 10.0 pd bottom Mom live load novel urent war any other live loads.
7)'This mass hes bean assigned for a live load of 20.OdV on the Whom chard In all arena where a rectangle P"fee by 2-0-0 Wide
WIi kl between Ne bottom moral and any other members.
8)Provide meManiml mlvlecbon(by oftems)of truss to bearing date camNe of withstanding l00lb uplift at jolnt(s)29,43,Q.41.40,
39.38,37,36,35,34,33,32,31,W except Qidb)44=216.2=18].
Q WMIwa V¢Ny MYengranreranapaFAe NeiEa ONTMYIaY.'CLYaEa MIENaEFEN.i NCE FNGEMa)IAm.IOOYMFMILaEWG
�1Wpfa ore onv halm MlM9 cn,eclum ll,k<kYdlk LTeOaJY ups rxxranulwr¢own uwkfwmMMOMdMp ry(egr.Ml
m6omm�Iwe IM dYSpOeaaful nn¢I NMN aW�.Nxd,kNcldeay,rNNamete¢aW goM+IIVhldmsomme dewankfb Mx it
Ial6ptla41n BSFgtMcaletlklo geveni Wd4Wp nIYWMAM MI¢webaN/actcNmem[aeaYY.¢Gd4gx91wnl>nayatlpcymm¢nl daGg ek•s
rftnd
k Wawr�Wed laexYilyaM logeVwicdlge WmgzW paruMfAxy PNgWelN tbna9e. lalRl,ad 93d¢we lepdq Rn IL seem
TrF
ItlakWM ilaQY.OdVary.aectcn m]IxMgollr,mz[atl Ml¢Wnerta teaANN/INI(¢yaWGMo,aNd9an4 aC91 WMYa4mWmMa
fyNylWameaon aAMAe0pna�RakkMMe.210NLae Sllael.Alle312 HmuJW.VRY[ald. Turps.FL ma
Job T. Tam Type Gry RY
W15185
10622T0 Tib GABLE 1 1
Jab Reference tonal
Building Campored Suppty, Jeclusamilla,Fl32258 B.0I0aApr 202018MITex IMlcMea lre. Fn AI®19152a:482018Page 1
iD:Ga0gryB3ie0IEOYB%]910Yytrpy-HBw6rAI1O.yOZ11wITIGS0mFaWecG12Dh CNEymF3T
-t+lp 5-0d 0.88 13
tiop 4-o 1910
' au I sap I i-0O � I s]e I ii-0
Bmb=1:We
Sr8=
5
w
33 45
6 6
8.00 12 10 0a"' 11 .�//We e
Mi= ] I¢
12 10
2 8 9 l� w
3.00 12
all sa )d LH
0 goo solxit
Plat Unstable IXY?- 12'040 0301-I8'o-40 O3O1
LOADING(P83 SPACING 21-0 CSI. DEFL In 0.) volm ud %RTES GRIP
TOLL 20.0 Plate Grip DOL 1.25 TO 0.97 Vert(u) -0.1211-12 x999 200 WN 240190
TCOL 10.0 Limber DOL 1.25 BC 0S) Vet(TL) 02N-12 sM 180
BCLL 0.0Rep Stress llcr YES WB 0.01 HorGTL) 0.18 8 We ba
BCDL 10.0 Cade FBCM10TPI20O7 NaV.lils Well 11210 FT:: 0
LUMBER- BRACING
TOPCHORD 2x0 SP No.2 TOP CHORD Structural wodl snealNng directly applied.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid call cirectlyapplie l er 1O Oa bracing.
WEBS 2x0 SP No.3
OTHERS 2x4 SP Ne.3
REACTIONS. (Millye) 2=85(dbiB 3-8
Max Horz 2--85(1-0 10)
Mar Uplift 2=-130(1-012),8-13O(1-C 12)
FORCES. (Ib)-Mar.Cdnpr MarTen.-All tortes 250(Ib)or Mss a epi w W sicwn.
TOP CHORD 2i=-181723,4-5 71 52 72 01,5-0=157/19G&B=1814251
BOTCHOHD 2-12=-128/1829,11-12-13916]2,1011=1M/18]2,81�98U1829
WEBS 411=-34]/133,511=-efl/1C81,S11�4]/129
NOTES
1)Wind Orad II;V ball nave been considered I.d=10esign.
2)WIrM:ASCE l.,G Vufl=130mpn RS(directional)
gust)Vndd=t Exteriorly)
TCDld.OpoF,OGD,Inter 1;l)1 713715X71-201;eev 9- Gal,
II;E�B;End„ for Me b MFRS(dirediwal)and C E4end(2)- ;Uunni0 to 1-]-13,-le 0 plate-grip to DOL-]-8.EVenor(2)a-]8 b
trusts IDne;Grifor members and,eplan8MWFRBloo only
Forsshown;Wmber DOL-1.80plate grip face),
60
3)Trusts tleslgned for s wind in for consul of the ied b only. For saMs asp par
ANSwintl(rental to me lace),see SlandarO Industry
Gable End Ddalls as applicable, ieCOn.iingualted. building deslgneo as per ANSI?PI 1.
4)All plies am 2x4 MT2O unless dnerwise indicated.
5)Gable a11a5 s been at 14-0 oc.
6)ThisMays
Ine has beendesigned
cess aetl for a 100 psi bosom ped on the
bad er,cdacurreM vnm my deer livetangle
7)' it M truss tans been am chic for dlive load r chain p0 on Ina bd(om cMm In all areae where a rectangle 3E-0tall by 2-0-0wf0e
MII fll between Ina ,8 con doors and any other membwa.
B)capsed o jointly)2,8 cpnaNers parelld to grain willw using ANSUTPI 1 angle to goals lormula. 8uildrg designer snoldtl verily
caesciry of bearing sconce.
e)2=130, =130. l W connection(by rimers)of truss 1p beatlng plate capable of wllnetan0ing 10O 1b uplift at joint(s)except(II=Ib)
2=130,6=130.
V wxawxe-vtlNe.u9ev«.+i•r..=+=ea¢aoxo)won)rus oxo wcLweo emexasreruxce nacenw]m n..roavnrsaewnevae
�n Wblol�dYYaWn MIIdR�<onrecion.IKe�rsq�ktgsstl oN4 urm gvamalen Nuwo.otlklolm Ydatlad hNdpcwnPd'e^L ml
aim dolls Bslwa us.IMh1WprYtlPaermixt Vonly Reg4Yc211Noftl ily�psaneMaaggrywtlYxaca sy Rn Ce4anwb Me ovwW
Wdlpdalpl aafa9YgCaletlkbpevenitl LFgd MM1Mrtt X�BwMUW/uclvOmean[enwYY.�e'soo remWrW mhM nanxnlM¢laq
bdwawlegwedir AYily ad b and
usy a WmpamMaas went ry Awgrl Naw Mlnrge. roa pealwdgltivice aeoaQq Tri
aawa, rWa9e.d . pec.N.yerm ILauesad FAMlemIr Al MM/RII WAacusxxIo.eA-09 m]YAI WIMr'0C0mWlaxal WpiPNe FSI BIW.
xwaly Hplmllm aWR1¢Yan bio%oNYYtlMe.It.N.lee Sare1.911e J1R.NeMMM VAx131 E. Tnrpe,FL 331
JW T. Tms TYPa Oty my
]8315188
10522TO T49 Sdss. z 1
y20 Releronce Ioplfodr
Bulld'mp Component Supply, Jecksomille,FI32258 8.0108APr2020t6MireBBJnD4iea.I«. j5 o73ZO5:20:4vexC8ymF3S
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+fid Sha PRe Irss _ 410 1431 2313
IJo lag 4w .to 4Y0 -- 1-s.9 1-4.0
6=.I.-1317
safi=
5
603 12 4o5 1 24 26 'NS
4 6
I
412
&i12 �] g
2 3
3.W 1z 0
3.4= 10atic 10143 _
Sae II 3H
MYNA
B DIIIaqa eo It
Plate ONseb Y 2.0.11 PP2 Y]FP4E .PP4E a B.Did OfF2 1P.P9AE 11:OE-00.3-10 12:03$E
LOADING goo SPACING 20.0 CSL DEFL. In Q.) Well Ud PLATES GRIP
TC20.0 Plele Gap DOL L25 TC 0.3] Ved(LL) 0.41 10- >5G 240 Ni 244/190
TCDL 10.0 LMn0er DOL 1.25 BC DB7 Ven(TL) -0.4210.11 >551 180
BCLL 0.0 ' Bell,Stress 1. YES WB 0.36 Hort(R) 0.11 8 Na Na
BCDL 10.0 Code FBC20147PI2007 MNOx-MS Welght:%or FT=20%
LUNBEG BRACING
TOPCHORD a4SPNo.2 TOPCHORD SWdumlwoadsheaBngdlreceyapplbdor4-11-10ocp M.
BOT CHORD 2x4 SP No.2 BOT CHORD RyM ceiling directlyapplled or 2-20 da brazing.
WEBS 2o,SP No.3
WEDGE
Len:2W SP No.3,Right:2x4 SP 140.3
REACTIONS. (INsize) 2=85010.3-8,8�850V0&8
Merz Hom 2-91(LC 10)
Max Uplift 2=-293(LC 12),8=-293(LC 12)
FORCES. (1b)-Max.Comp.Max,Ten.-All forces,250 Ob)or fears except Men shown.
TOP CHORD 2-3=9841219,3d=-95(1111,4-5=-138511324,56--136511313,6-]=95311112,
7-8-985/1219
BOT CHORD 2-12=-09 .11-12_111]11448,10-11=-1150rl"(1,0-10-820])
WEBS 5-11=-1670'938,5-11-2701151,690=-]0(K14,T-10-50(325,4-11-2](155,
L12-]08!62],3-12=OAW3'ZS
NOTES,
1)Ur afterr ad roM Ilya all have been mn.,nereal for this design.
2)Wind ASCE T-10;VulWMinion(3-second gust)Vasil=101 mph:TCDLd.Opsf;BCDL-5.0paf; h=2511;B=s5n;L=24f1;eava-4n;Cat.
11;E,o B;End.,GCp1-0.18;MFRS(direationaq and C-C ENehor(2)-14-0to l&0,atedar(1)1-PD to 9-]-8,Exledor(2)PT-8 to
12-7d zone;cantilever aft and right a cream porch left and fight exposed;C-C for members and forces 8 MFRS for readlons
shorn;Lumber DOL-1.60 plate gap DOL=180
3)This those has been designed for a 1D Psf bottom chord live load nmancurnent o th any other live lads.
4)-This truss has been resigned for a Ilea load of 20 pat an the bottom chnd in all areas Moral a Melange 3b-0 all by 2L-()Was
Wit nt beN.men the bodom chord and arty other members.
6)Provide mechanist connedion(by oa.)of truss to bearing plate spade of Wlthelanding 100 lb spin at Join(.)except Qldb)
2=293.6=293.
WRNNMa Vvay 4.tlpnpnm.rw wWNE10 MOTEe ON TMISINa HCLWEp M11ENPEFEMNCE GIaENY]4Am.160YMI5aEPoas-
P9' gl vtlltl lq uw MY1MTM11i9Jc.nlecldS.IMOe9Dliefxneal mYu[*1n W�dnelds Nowrt aMlslwmXxllNbvM dYJly coFfi mf.«t
alncsryFem aerwe ise.11'eWMra orda-mml vHIN 1M g1[IbdIMINo1«tlpnfwani.r.mald"Yenv yv"a -ho` .oanlnw Re weidl
xana a.aaa. ®«n9smm.ealo p.lrem alaW,9 ormuwwlalo weomaloramlamWlleW:mar.E.+d+ollna 1mw�ldwmb�.'1f a1«n9 M ek'
kdwop repfaOlavI.MYV«tllopeVmicdlgae WmtyY.Y.pendd aySY mdpo«Mdon0.re. rrvginaa pXNlce lepxOtgnw mw 3.M.EW BM.
1pyCaWxl ilaa9e.HMay.olecsmuq tracYg of lviesaMLuaryManc>nMWUTI ioMy Q841W CMEaaW aes14Mn9CmpaxM
sr4.rva+Walaua odn+o M1dn inn Mas.mno.zlan.a.. ser.salealz,aoaanavA2zal4. r.eP.,a 33510
Joe Teas Thus Type Oty, Ply
611610]
1o522To T50 common 1 ill,
Joe Reference foal
Building Conform Supply. Jaala0mflle,Fl92258 0YU?glAge 202010ITM lMusines,ir0. Fn Aup1915:20:502010 Page
ID:Go0gry9s0e01EOYS%191tlYyYpy-D%1TX%BZ10.30 C]13EKeBKOTzmIUHDWBIFryg-7m0
-t<0 ]a-0 a]d 11a0 193-0 toad
' ts9 I ].ze l zdu I zaf I zza ! 1,F9 '
Saus.1:383
Ss8=
4
a4 e N
3 5
&CO 12 1] 18
18
9
8
H1 2 ] la
e 3
ye= tl10- de, y8=
Wd 1930
aN 9]d
Plate Onsets CLYI-- [2:0-2-12,0,1-8L[6,02-12,0I-%
LOADING(peQ SPACING 2-1 0 CSL DER. in gw) vm Uu PLATES GRIP
TG 20.0 Plein Ong DOL 1.25 TC G46 Ver a) -0.11 912 >99B 240 MT20 24M190
TOOL 10.0 Umber DOL 1.25 BC 0]4 Ven(TLI -0.30 9-12 >A4 180
BOLL 0.0 ' Rep Stress Inor YES WB 0.30 H,ad TL) 0.03 0 rue her
BCOL 10.0 Code FBC20l4/TP12007 Matrix-MS WaIgM 84W FT=2
LUNBER- BRACING
TOPCHORD 203P No.2 TOPCHORD Stanchion!Aced Meaning drady,applied or 4-11-13 w purlins.
BOT CHORD 2x4 Ste No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0w bracing.
e4
WEBS 2SP No3
REACTIONS. (IIVSIze) 6�54,2�54/a58
Max H. 2,91(UG 11)
Mex Uplift 6=130(LG 12),2-132(LC 12)
FORCES. Ile)-Max.CompMee Ten.-All loh s250(Ib)oHms except imensoyn.
TOPCHORD 23=106&205,3-0=862210,4-5=-062/210,5i-1062P206
BOTCHORD 2-9=]&065,8-0=dW085
WEBS 4-9-20718OO,589- 4H/183,39=-34183
NOTES
tI Unbalm C roof lire loads Have been.d g.ttl tOTibl l desgn.
2)Wire:ASCE]-10,Vua=180M(RS(Sema gust)Vadd=t Otmpfr,TCDI_S.Opsi;BCOL3.OpN;l)1-7-B=458;L24n;m2)IYn;Go
11;Fen B;End, for numbers
MFRS(dlrecfoal)and G-G atterssi -1-4-13to1-]-3,-1B0plwgu 1p to 9a-8,ENMOr(2)�]-0l0
12adw,has been
membedand forms 8MWFRB orreadiess orce LumberD0l_y other
to DOL=1.80
3)This hues has Leann weigetl for a 10.0 psi dotlan OfnM live load tomwwurreM vam my live loads.
4)'TMs nuas fres been l.ru due for dlire Iwtl of 20.Opsl On the bosom word In all arses x4rere a rectangle 3d-0 WI by 2-0-0x1tle
MII Int eeMeen the Loom atim bye my am)of r members.
5)Provide -132NllLPI wnnectim(byOMere)of trues m bearing plate capable of wlmstantling 10016 uplift at insist except pub)
fi-__130,2=132.
QWIPoIWOYM]bYpn{sn�Ivexn4PEPa NO]E40N iM9INa P'CLYOEO tlICx aEFFPINCEYR4E MS]4]J m.IOOYIaISBEfOM UHE
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Lmmedgpre. aa4wme�lee tate wa lnpxwamlrcHWJW m�ssmnamlw a�wa memuxamv-rmoa pwm�Pnm�mrso-:vre MlTSK
xawwa,�wd�nalMNanalowe�enl�alalxawmm w,__..rp�•ww ba.v�aopem aama9e. rw 9enwa�]uwp�„a�m9 rip
lmcrnwn Caa�.mXvwy.nmcticn wd lxacep olivae[eMMmayalean[reMNWT14dN dC.asadr=M ersiWPJn9Compmenl ase
TP.FL sitar e.
4mry9xoaomoa wrAa9e eoa,e�Hohi r,almm.zlarv.Laasnaat.care 3lza�eila.vn zzm4. errye.Tt 3aalp
Job T. Trues Type Ory %y
T9315188
10622T0 T61 Pod Special 1 1
Job Relenruv o 4one1
Bulldmp Component Supply, Jecksmrville.FI 32268 8.010 aFidYyt 16MITek lMu CB arc. Fd Ar91615:UH1W81018 Pagel
IO.Go00ry9s1e01E0Y3X9p1EYylryy-D%iT19-1-8 Bo_4IIBEK6BKGgGouHlWellyplymF3R
1-60 ]b-0 O6-0 11-60 1&1-e m sa
' 100 86U
2-0924O ]-]d 0
Scala-1,3a.7
5A_
3
2zd�� ala ii
SM Fla 2 4
1e 1e
a
n
2y4 11 p
6 ]
iS
'$= G10= T8=
680 161.
b&O 8].
Plele CRseN DCY7-- h'0.2<0.be11542-120-1-01
LOADING(pep SPACING- 280 CM. OEFL In plat) Udall W PIATES GRIP
TCU- 20.0 Pkte CHIP DOL 1.25 TC 0.50 Ved(LLI -0.12 813 >M 240 M@0 214/190
TCDL 10.0 Lumber DOL 1.25 BC OA VBH(TL) -0.34 813 >66(l 180
Gil 0.0Rap Sprain,lna YES WB 0.32 HorniTL) 0.03 5 No Na
Bil 10.0 Code FBC2014`flPlM7 Mabix-MS Walt 03M FT=20%
LUMBER ENRAGING
TOP CHORD 2xd SP No.2 TOPCHORD Spmduml wood eftiaprng directly applied or 4-8S oc purins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling dleactlyapplled or 10-0-0c brednp.
WEBS 2x4SPNo.3
REACTIONS. (M/sl2e) 1=]S4IMechanical.5�5-8
Mex Hari 1=419(LC 10)
Merz Uplift 1=83(LC 12),5-131(LC 12)
FORCE& (let-Max.Co mp.M .Ten.-All forces 250 Ob)or Nn,except wren shown.
TOP CHORD 1-2=11WY220,2-3=-835 24,3A--880214,4-5=-10]91211
BOT CHORD 1-8=88'890.58=-85400
WEBS 2-8=-365/18],35=-22&830,4H -3431184
NOTES,
1)UMelarlrae roof If.toads nave been conNdehed for Mia design.
2)Wind:ASCE 7-10;Vult=130mpb(355ccaM gus0 Vaad=101 mph;TCDL_3.0psi;BCDL-S 0l bi 6 511;L=2410 sava=4i1;Cat.
II;Exp B;End.,GCpi=0.10;MFRS phrectional)and C-C Exledl0-0-0 to 3A ,hill 3801098-0,Evedm "2 Oto
125-02m1e;C-0 for members and fortes&MFRS for learsons shown;Lumber DOL=1.60 plate gdp DOL=1.60
3)P.lde adequate drairege to prevent to,Ponding.
4)This truss has been designed for a 10.0 pt Whom chord live losd nonconcunent with any Other t1w loads.
5)'This Wes has been designed for a live load of 20.0psf on Me boUom choN In all areea afters a rectangle 350 pall by 2-0 0 witle
wall fit beM1veen the bo0om chord and arty other members.
6)Refer to firder(s)for truss to three connections.
7)Pleases mechanical connection(by others)of more to bearing plate caprice of Withstanding 100 to uplift W joict(sl 1 except fi-b)
5=131.
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W oPvWe!w uve, who M snmcavecc, 11'k vwNt6lrreel wYVu If (uvlxeelersetem andnecamM alwYdlp will sw1m1
o doocem Belua ice.Me Whop GttlYrel mlrslvalN iMgry#kIXM11yo1Mf5en Vamiele¢cM gryMYM` sale ME CeCrnlnb Ilre eveiall
nWlW,pdelgo. aa<nglralkoreonmwa�eal wGap eumMewlll�mweommwonaameml�mv.�ddvom relewlw�xu ceil,l<.wm a�rmcr MiTek'
6arwcyi repYeebuenlNmlrlo aewwnwJlq�wpm t»»ce1mMa1Yrty and aolpalss,c F...alphage pep aa,
NdtNbmalsope.OMlvmy.rvx n.rufllgollnse1—.1,Mlen112--
12— W9W11 fapWYLWub.read9oW KllWpnp Cem�nml Tairyas. BFL 11111 Ne
awvaulmalwl ewArna Imm n�HOW rimM..z1e H.tee sneer.sue s12 ae.w.alo.vwzrala.
Job Truss Tlua Type Ory Fly
T8315189
io522T0 T62 Roof Spades 1 1
Jab ReferendaMire duael
BuiltllnB Componem Supply. JmkwnWlle,FI32266 BOIOa Apr232016 ldYytMy-NaMlelMs,lro. Fn AUBt81Td]M QVC Paget
ID:Ga0g1yBc4a01E0YSX291tlYytpy-M1jeMCIJgK?O0aID11ZePIPjN3TCj01N)OVCZymF3O
Iad ]BO 2b 1160 778 2030
� 30-0 180 2-00 260 ]-70 1-1-0
Sale=191.6
56=
4
B.aO 12 see\\ 2W//
3 6
14 16
v411 ase_
f
18 B ] ��Id
. e
t0 w=
4#_ 4x10- 3g=
9fi-0 B9 B
980 P]b
LOADING Pag SPACING2-0.0 CSI. DEFL In (a) VON UO PLATES GRIP
TCLL 20.0 Plate Gnp DOL 1.25 TC 0.61 Verl(LL) -0.18 410 x999 240 M@0 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.8] Vet(TL) -0.48 410 0474 180
BOLL 0.0 ' Rep Stress Mr YES WB 0.33 Hou(TL) 0.03 6 No Na
BCDL 10.0 Code FBC2014/TPI200) Mettlx-MS Weight 87 Is FT=20%
LUMBER- BRACING
TOPCHORD 2x4 SP No.2 TOPCHORD SlrudUalaootl sheathOg dbetly Windt or 560 Bc main.,
BOT CHORD 2M SP No.2 except and yemcafs.
WEBS 2x4 SP NO.3 BOTCHORD Rigid calling directly applletl or 1000 M bidding.
REACTIONS. (INSlae) 10=7381Ma:hanlcN,6=�1Po-Se
Mex Hou 10-]9(LC 10)
M.Uplit 10-82(LC 12),6-MILD 12)
FORCES pb)-Max Carp Relax.Ten. Alit...25)(1b)or less except ahm.Man.
TOPCHORD 2-3=-1035219,3d-915222,4-5-899210,5-fi-_-109B2W
BOT CHORD 410=-091923.8-9=-90x888
WEBS 2-12-102]232,3-9-40021i 4-9-2351876,5-9-34N18]
NOTES
1)Unbelenced root Hve loads have been axditlered far this design.
2)WiM:ASCE 7-10;VtlW133mph(Svwond gasp Vend=101mph;TCDLS.opsF,BCDL=5.0psi;h=265;B-1511;12411;save-t;Cat.
II;Exp B;End.,GCpf2.18;MFRS(di edilnal)and C-C E#enm(2)61-12 to 3-0-0,IMetlor(1)360 to 930.E4atlm(2j 980 to
1200 wne;O C for members aM forces 6 MFRS for reactions moron;Wmber DOL--1.60 plate grip 001-180
3)ProNtle adequate damage to prevent water poMtg.
4)TINS truss has been designed!Im a IOd par totem claN five load noncon unedt am any mtrer live foods.
5)-This truss has been de and!fm a live load of 20.OP.f on one botlom Ahad In elf areas Msrs a rectangle 36-0 all by 200 Moe
sill M toren n the botan Mool and any other members.
8)Refer to glydms)for Wse to those WNIedions.
7)Prodde mechanical connection(by others)of Inds to baring plate cambia of althstanding 10011 solid at joinl(s)10 aedW at-lb)
8=130.
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1k43n WM lol11 ITaF oonfacbrs.IM1N Ml.—. axF p�mrele¢euwm.aq 4lw m MNFlex I-e-I egnpniml.rot
`.lmen, Belwe uw.kw dpQp d`nx trim rent NealulxoniineltlexkTRnunelma'd pclxtlYl�x'.wpxaeIlidaea�Flu Ihe—Or
de l6n. b lglMknletlkMn.xva,l huctlM olMMdM MnweFm]Ione:ImlmenYznwiV.MAYWM1emMa'1'aq[*emxvnldaJM WOW
kdwap�egeetl kx htlitlymllo IXeveM<Wgao Mln nc�Ae pelmrvlYWYad poVeaV WnWe. twaeaaul9liamce'e "na Te 6Ba4Geha EVI BMtl.
NMIMn.nwape,dHNery.e'erlbn Td IautlMA ollnvesaW IllmaMemx enaVlSl/IYI1 Nin eMwIa.09Ba.pMkC51 etlJl9Cmga�wll
tem,I.avUti^a v-a-Rate...,21a N,tae.1.9xle.12 NevaxM VP 2.,I, Te,rye FL 33610
Job Train Trow Type ON Ry
9315180
10522T0 T53 Rooi Spedel 1 11
'Job Referencek Ind al
BuildllN ConBmlwnl6upply, JeckswMlla.Fl322W B.OtOSApr 202018MiTyDMM lneIDWn Fn Go u G1Y.20:522018 Pe9e1
ID:Ga0gry9s4e01E0Y6%t91EYytrpy-9vBD1D083B6s21DWnTGOBCOeGnPRA69pODP219ymF3P
"a-0
2
]60 d1LS0 1920
8 38
500 280 2A0O 2-fL0 ]40 440
U6
are are=
&.F12 4
2x10 aw 4
0 5
9M II 4B
_ 15 16
1
14
1] S
6
B 0
0 y6_
4�= 4110= 3g=
B60 1918
460 4]-B
LOADING(pelf SPACING 2-00 CSI. DEFL In 0.) vida9 W PLATES GRIP
TGLL 200 Plate Grip DOL 1.25
TO 0.63 Ved(LL) -0.18 910 >998 240 M@0 24G190
TCDL 10.0 Lun0er D0L 1.25 BC ON VW(TL) -0.47 910 x184 180
BCLL 0.0 ' Rep Stress lncr VES WB 0.80 Retain) 0.03 6 ore pre
BCDL 10.0 Code FBCW14 112997 Menne-MS Weight 926 FT=lM
LUMBER- BRACING
TOP CHORD 2M SP Na.2 TOP CHORD Stonmrra wand Oraining dlrecdy applied ar4-11-5 oc pudirs,
ROT CHORD 2x4 SP No.2 axcepl and verticals.
WEBS 20 SP No.3 BOT CHORD Rgid ceiling direNyeppllad or l0-00 oc bradng.
REACTIONS. (Wil.) 10=]3]IMecbanlun,&IAD3B
Max Hoe 10=-IW(LC 12)
Men UpIM 10=-85(LC 12),6=12](LC i2)
FORCES (Ib)-Mm Canp�.Ten.-Alllorces2W(lb)orimse piMenahown.
TOP CHORD 2-3=892212,34 912215,6-5=-694203,56=1084/189
BOTCHORD 910=E2A24,88 84/884
WEBS 2-10=-9951224,3-9=-4l7J204,4-i]-227MP,S-9=J4]/18]
NOTES
1)Unbalanced roof If.loads Faye been cnnddarecl for Mil design.
2)Wind:ASCE 7-10;Vult=13OMph(3secarM gulp Vasd=101mph;TCDLdbpsl;BCD"Spst,h=25m;B=15f1; --24W.eaea-46;Oat.
It;ER1 B;End.,GCp=0.18;MFRS(areadica a)end C-0 EVeMr(2)0.1-12 to 3-1-42,Interci 3l-12 to 98-0,E danor(2)93-0
to 1280 mm;C-C for members and lolces 8 MW FRS for reactions dhow,;Llnnbeir DOL-1.99 plate gdp D0Ir1 80
3)PmMda adequate draregs to prevent Water pending.
4)This truss has been da ngnad for a 1O Pat boll m cord Ilve load nonocncurram with airy other Ilve loads.
5)-This boas has dean designed for a live load of 20.opet W the boltom Word in all arses adman a redange 360 tall by 2-0-o wide
Wit iltb an Ne boVan cord and any other members.
6)Refer to girder(s)for muss to Mss confections.
7)Provide maWanical connection(by others)of wail to Imeong plate capable of Mtheta1101ng 10016 upli0 at Idnt(s)10 except(It4b)
8=12].
Q WARNNavM .a.piunNmen....NO]Eli.Tab,,e,.'ided enraN aE£EI .I..MH<Am.fOedrnl 9EFOPEY9E
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pool of dodno uneMaq gaY lwREtlOUnbb Me
dooa'dl
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awls l.9w.dalNmrnrm6la a.V.al.ams.a4m Poemlemisor+44µay ala wm.dvmm.R.. Fa rWrad P4dalc.I.9oal9 m.
1WtMbv YdW..aelxe�Y.aeclknm]aC.4q.rl.mesatl n1usM.mi 6eW VR11 G.dIY G10wb.pRJFm1 aLL W1W1YaN.Vd1m11 64a FL.1
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Job Trlss Trus Type ON RY
TB3151B1
to522TO T54 Jack-Open Girder 1 1
Job
RNerence
& Mnp Component SuppN, JeckaneFl32258 6.010?Apry8MTekindm
. kB15:2L18Pagel
10:G0gryE0YX9910YtW-BeOYDDSMS¢IDWnOoORnM6pbbArymF3P
376 700
S]6 abB
yl4 Scale 125.0
3
BW 12
affil
2
qy 1
tl
8 B 5 10 4
TIdffi 39 THM ess=
Me=
THD26
as-e zoo
3]B 3L0
PI 1e OXseb(1CYF 11'03062-91 12'P -1261 1,15'0+8, -81
LOADING(ps) SPACING, 200 CSI. DEFL. In (I.) Vdeh w PLATES GRIP
TCM 20.0 Plate Glp DOL 1.2S TC 0.38 Verki -0.03 5-7 >999 210 MT20 244/190
TCDL 10.0 Luirl DOL 1.25 BC tic Vert(TL) -0.07 5-7 >999 180
BOLL 0.0 ' Rep Sman,Ina NO WB 0.0 Hoi 0.02 4 Na Na
BCDL 100 Code FBC20147PI2007 Malts ties Wright:4010 Fr=204
LUMBER BRACING,
TOP CHORD 2x4 SP No.2 TOP CHORD Shootural wood sheNNng dlreGlyapplled or3-10-10 a purllre,
BOT CHORD MSP No.2 except and"floods.
WEBS 2x4 SP No.3 BOT CHORD Rigid calling dlrectry applied or 100-0 on burning.
REACTIONS. thorn e) 1=14 &E,a=1278Mlechanlcal
Max Hort 1=9B(LO 21)
Max Uplift 1-155(L0 81,4=-188(LC 8)
FORCES. (Ib)-Max.CompAAax.Ten.-All toms2W pb)ormss exceptwhen shown.
TOPCHORD 1-2-192M202
BOTCHORD 1-5-247/1721,4-5=247/1]21
WEBS 2-5-158H 531,2-4=1962282
NOTES
1)WIM ASCE 7-10;VW1=130mph(3aecon t gut)Vasil=10lei TODIr5.0pe1;BCDL=S.Opet 1,25X;B- ft; -24X;eavoi Cal.
II;EV B;Eni GOpI-018;MFRS(drectlonel);Lumber DOL=1.6(i plate grip DOL=1 00
2)This mass has been designed fora 100 net bottom clard his load nonconsulrent wild anyother live loads.
3)•This toss has been designed for a has load of 20,0psf on Me bohmn chord In all areas where a rectangle&60 fall by 2-00 side
will fit between the bottom chord and any other members.
4)Refer to girderho for tmss to truss commorore.
5)Protide mechanical connection(by oMers)d toss to bearing plate tapable of wf istanGng 10010 uph it at Idnl(s)except(Jtdb)
1=155,4=188
6)Use USP THD26(With led calls Into Older S NAM)nals into Timor)or equivalent spaced at 200 M maxstaling of 1-24 from
Ne Ielt end!to 5-2-4 to connect tussles)to beck face of Whom chord.
7)FIII all had Mies where hanger is In contact with hardier.
8)In Me LOAD CASES)section,loads applied to the lace of the Miss are noted as front(F)or beck(B).
LOAD CASEpR Standard
11 Dead a Ri Use(Mlantad):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(pit)
Vert:1�E ,14-20
Concentrated leads(M)
Vert 8-734(8)9110—]17(B)
Q W4BNN4 Vway MapnparrnlxuNMIO NOTEeeNTM4NUNCLYa[LYlal(PlICMNCE/MFWF]IAm.IanYAl61lIMEdies,
pNkFh W\]Ia use MVwlm MleA®cpYUChca.11tltdalJhkMreda4Y Wen WUn9bn LawM1 a'dklttmla�1dM1rq M��herhl.rot
CkhoayV9li.Balm ue,hMdMpdae]h¢h mB1KIIN kw mxk�kNdde�hpaaneNnactpgAd Adds xadaa�k�hkhb Ono , y
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koscosmiA�MAliyatlbpaVAticss"Go" hN�MRrYY1NIrYUd PNarYmrh�s. W�mar(4PMM1Ca IepuSORa
r2vkOMn W(qa.CeAerY.ersMaq bIXkg OlbAHatl Mh¢Mlahn.®4VWflwfidl'G wl¢CA deOM CNkOMhBkemWrl7' a9WV.ha EM 9IN.
aepaw4nhdeeee awmeaom ms Bdakwaa.zhax.raam«1.suWatz.Weahwvnaala. -. --LT--- _a3B+D
Job Truss Tree Type Ory Ply
9316192
10522T0 Th Poof Special Ginter 1 es
L "Rate.(opfionall
Building Component Supply, Jacksonville,R 32256 8010sApr202D16MITsk IddusVleallc. Fn Au01915:20:532016 Paget
tD:Go0gryMWEOY5x?91dYynpy86WEpgR l$I LGo110YImBo 6mMFvcHRymF30
-140 P00 10]-12 174-0 20.28 2188 234-0 2&100 312-0
1dL ]00 3442 411', 248 2-00 308 43p IdA'
Scid-133.8
SA-
Nal
ob=Nal
h10 1 8
L4//
3 NAILED4 ]
am F1-2
S
a a
a
3
14 22 13 1T 11 10
3x6= 9N 11 144LE0 46= 4x8 4A= 4d0
Spaces THD28
]L.0 10.7-12 1].]L 2Pz8 'A1O0
]LL 3d-12 6114 z.].e 9]8
Plate OlfaMe KY)- 13-04-802-01
LOADING(psQ SPACING- 280 CSL DEFL. In (10:) Udefl Ud PLATES GRIP
TCLL 20.0 Plate GNP DOL 1.25 TC 0.84 v"i -0.1511-13 >989 Bad MT20 24M190
TCDL 10.0 Limber DOL 1.25 BC O.TO Ved(TL) -0.3]11-13 a9]0 180
BCI-1- 0.0Rap Shins Inc, NO WB 0.51 Hori(TL) 0.10 a N, We
BCDL 10.0 Goole FBCz014?P12007 Maki.-MS Weight 32216 19-=20°6
LUMBER- BRACINtr
TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood sheaNtp directly applied]or 4-103 co turps.
BOTCHORD 20 SP Na2'Excep' BOT CHORD Rigid tailing directly applied or 1040 oc bracing.
2-12:98 SP No.2
WEBS 2x4 SP NOS
REACTIONS.
filed, e) 22539/038,8=1901N53
Mau Holz (L M2=- 23)
Mat upon z--z3e(Lc 3),6=z45(Lc 3)
FORCES. (Ib) Mex CanpJMax.Ten.-AR forces 250(Ib)or lees except when shown.
TOP CHORD 23=-5049/300,3d=5]0fl/6]0,4-5=407Ai42,58=3135389,613151/404,
7�-3348I400
BOT CHORD 2-14=34Y4438.13-14=341/4462,11-13=539/5]09,1011=410/4481,&10-254/2903
WEBS 344=0'685,3-13=4]G1n1,413=33]/400,411=-1491 5-11=-85/895,
SlR-284M370,6-10=3432888,7-10-3131163
NOTES-
1)
OTES1)2-plyttuas to be connected together Will 1M(0.131'x3')nails as bll.
Tip thoNs connected as for. 2x4-1 row 810-90 oc.
Boflom chortle connected as follows:24-2 mods staggered at 09-0 oc,2x4-1 mw at 09-0 oc.
Weds connected as phows:2x4-1 row a16SD oc.
2)All loads are considered]actually applled to all plies,except it noted]es front(F)or back(B)lace in the LOAD CASE(S)section.Ply to
ply connections have been provftled to dlshibule only loads noted]as(F)or(B),unless otf191a0e indcated.
3)These...Nmol If.toads have bean wnadamd for this design.
4)Wind ASCE]10;Vu11=130mp1(3aecond gtdst)Va 101mp0;TCDl-S.ops1;BCDLd.OpsF h=2511;8=4511;L-3011;a m-�tl;Cal.
Il;Exp B;End.,GCp�.f 8;MW FRS(directional);Wmba DOL=1.60 pate grip D0L=180
5)licalds adeguae drainage to prevent worst portion,
6)Trus truss has been designed]for a 10.0 psi bonen chord]had load nonconcumenl with any other live loads.
])-This Were has been designed fora live load of 20.0ps1 on the DWrom chord]In all areas wham a rectangle 3-6 0 tall by 2-0-0 aide
WII fit between the bottom cord and ern other members.
8)Provide mechanical connection(by oNem)a truss to beadng plate depends of WNstandllg 10010 uplift a joints)except Q(=Ib)
2=288,8245.
9)Use USP THD26(With 16d nails Into Girder 8 NA91)nails Into Truss)or sgulvalent at 10-7-121rom the left and]to connect imss(es)
to back face of bottom MOW.
10)RI all red hopes where hangar is in contact with lumber.
11)'NAILED'Indicates 3104(0.148'x3')or 3-12d(0.1481 too wlls.For more details refer to MiTek's ST TOENAIL Detail.
12)Hangeg5)or other connection devices)shall be pmNded sufficient to support concentrated loads)327 to conn at ]-00 on
bottom chord The desigrJsaedion of such connection device(s)is the responsibility 0 others.
LOAD CASES) Standard
A MIIWNOV.rNy 4vwprp�mMw.sM mam NOTES eNdes.acludepYrfx Nf/IIIINCE Posiles <]e m.IaeYAIaeFOPEVSE
oaa9n udk]id,we oiYy WN MIeAW ccdx�cida.MitlxtlgrhbaMmyupon Manxlxrs5vw,,ant hlamFAUNAM dAwy)canpdr over
Irun,dem �Iwe pan an ME3reduMdrw mut venry nw c[pk`aMN otde9grlrnanelasUgrNNxnv s,caporarxdde94nhro nnOrondl
InEare d�len. a«ewixekmxdemwx�xm biolmmx e,ewdn lnmwxDaN/a rnda memuersmv Peewria rempaayma pamdanllmckq M k'
aalwwareg,4n.d br slmlxvaadmpevexlcalgfe Wm�wemle ayq„x VYYa,dpccerlYdamwa.ren 9d,ard giMh,cere9uarelne Taco P.da
pdkolkrt namPn.axlNxw.araexnaa aaclriPolm mdn�wnare.xw4xN]INI aresN cnl.lo.psan as eco wearEcarrwrrr
SdMy IrVwmaXm wd1Je Can Iru6lMre Moa.RIa N.lae51ree1 4/rx 31 R.Ne�aMki VP22311. ivrye.FL 33610 93610
Jab Truss Truss Type
'ay my
0315162
10 To T55 Roof Special Girder 1
?- .Job Reiere ITo o M1onal
BNIUIrg Component Suppty, Jeclrsonvllla,Fl=156 B.o1UOnX"ldYyi Iy BibMENRojrc PoAu0101g6m: ycHWIG PmIP2
ID:GoegN9aaepIEOYS%ntarylmy-0BibAZEppRa)5aLGo11WIm8oB5eiyafvpHRymf30
LOAD CME(S) Standard
1)Dead.Root Llve(balanced):Lumber Increase=1.25,Plate Increase=1.25
unitolm Loads(on
Ved:1-3-50,3-5—W,S —BQ&"0,2-17=-20
C enmated Lovas Pb)
Vert:3-121(B)1b325(13)13-1258(B)2�121(B)22=-88(B)
Q YyAIYOIm-eea,delpn pvmmHmenkaElDHoTES UNTINY ANO-IUOFO MIrENeEFER.iNCE GIOEAieII]m.IORYA115E EUEE
pLLT WI]MuygeY'+11D MIIeMwconreclors.mkeNvl�kYxaetl a1V ur+m Mmwlers 9wun.m]k1wm MMWH ViYtM�p camronanl.�xP
IngryMa 9ppc�,ry¢pqq tlgl6ya mNvettyll'e[gMcrtmlNollh��p�aneKn UNpM elYL�coryttoR R8 WYa�InblNa ove�a0
�marBa.µi.aadphdF'n1e0k pewnldalYq«YgM(eNi MveEa]/««ntln�A�6ilenN.OWMatl MnpCIWWJpen�vanlMa Bp ek•
kkt+�aF�eameCxNNtlflNmdroelevemca¢Mn wF�lew�N1 LYFV a.Y weCaNmn�s.WBanerNaA��De nqutlrO Re
kAtvM�.IluWo.UeIMwY.daCXM T'l lmAq of L�oas VM FAM1eni61eMWIT11 Wo•IY P4M.pNdeatllCL W VJCklnpkllkkl 6BDO Pob Etl aNE.
9yNy Mlpmtllkn OVtlttle M1an 1nalMle YDIIN/Ie.41e N.lee3am1.91b J12.NevaNA3 VR'YIM1Ii. Tknp.FL]3310
Job T. Thea Type aty My
M1510
10522TO T56 Hip 1 1
Job Renswer2016Mee o dorsal
Building COmpolant Suppty, J6cksomflle,Fl322E8 udir pn202016y NlxWlebliZHIm.cNu Fn GIVVT52D:54201a Pagel
ID:Go09ryBNeMEOYbxT9ldYytrpy81G2NVES01RHCNuuUGGIVyTe)y06163vI9p11ymf3N
Me ]40 &PO oll-0 TO-0O-0 T2 a 28400 352-0
1d0 ]40 1 20.0 511-0 511L 2-00 ]0.0 1d-0
goals•1529
T10
2N 11 M10
4 22 23 5 24 25 6
a4 0 a )i
6.a0 1z ]
3
21 Is
a
a
g m 2]
d1 2 7;: B all
13 T 11 0
4.10=
Loo 14nL 'M10-0 1 20-100
900 _ s110 s11a Poo
PII OO t (XYF 12'0.28 0.1861 ' If 'P 80-2-01.1642&0.181
LOADING(paf) slodo Le- 280 CSI. DEFL In (tool Vdefl w PUTES all
TOLL 20.0 Plate Grp DOL1.25 TO 0.45 Veli(W a1210.19 s999 240 AR20 244/190
TCDL 10.0 Limber DOL 1.25 BC On Ver(TL) -0.3513-16 AN Ion
BCU 0.0 ' Rep 80aea In., YES WB 0.19 Horz(TL) 0.10 8 No Na
BCDL 10.0 Cods FBC2014/TPI200) Nabboms WelOM:14815 FT=20X
- L-
LUMBER- BRACING-
TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood slashing directly applied ora-"oc purins.
BOT CHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 1 oc bladrlg.
WEBS 2x4 SP Hill
REACTIONS. (IWdm) 2=12T&10.58,8_1273 5-0
MaxHwz 2=91(LC 11)
Max Uplm 2=-m(LC 12),8=ITrg-C 121
FORCES. Qb)-MaxC pp .Ten.-Nlforcea250(lb)or Nssexcepty enshovm.
TOPCHORD 2-3=-2009/428,34=-1BlV421,4-5=1914/453,58=1914/45$67-1812/421,
)-8=-2009/42B
BOT CHORD 2-13=-28011)15,12-13-191/1588,10.12-204/1508,810-293/1]15
WEBS 313=-28&170,4-13-fi&/%),4-12-118]491,542-41M72,6-12-1181491,
6'10=E&1'48),)-10=-26&170
NOTES
1)Unbalanced roof live Ideals have been considered for thus deal
2)WIM ASCE)-10;VUI=130mph(ase gust)VWd=101mph;TCDL=S.Ope,,BCDL=S.Opsl;h458;B=15r;Ld011;eeva=4m CeG
II;EIS B;End,,GGpl=018;MW FRS(alnac1ional)and C-C Ederw(2)-1-4-0to 180,IMerw(111-8-0 to 90-0,Ederbr(2)8-0-010
25045,Inledor(1)25-0.15 to 31-2-02wa;C-C for members and forces&MWFRS for nonstarter shown;Limber DOL-780 plate
gi,DOl=1.W
3)Pmvlde adequate dronage to prevent water ponding.
4)This tNss has been designed tw a 10.0 pat Whom chord Ilve load ndnconcunent Win any Other live loads.
5)-TMS truss has been tleeigned for a We load of 20.Op51 on the hntlom ctlold In all areas stere a rectargle 3 Obi 1 by 2-0-0elde
Will In fraternal the EoBan chard anld any other members.
e)Plourde meor lcol connection(by others)of truss to bidding plate capable of Mlhstanding IOD lb uplift at joings)excopl 6Qb)
2=1)),8=1]].
Qwelese Yw%CWp,pveewbt�MNFABNwES dN iealHd tlICLW1M IYlEN9EFEN.YNCF IPOEei)4]im.IPPMOl6BEFWiEVBE
orolanWNlave.y.5111eI.d9cmrecbn.BadeYp�a�MwYYwu,Wulaius Yrrwtaq 4lw mYgMyrJ WMFq comCrml.rot
msmisn Belcreue.tta Mda.e aeaawl mal nvlregyucmlmolaw�nw�l�aawdwnYa w�walnnaao nduara worub
WDigtbYW�.bmglMkNetlkbL Y9d1yFNYva oIfMSM YuawOatl/MCIKKtlmnrLasaYY./�IbetY lemlMdlY WJ psnnaeniGaYV MireW
ktlwury�epeeaM Nmin W'io we icd�aMlNP ape JYaryadwcPodYWw9e I...'spYRuaeose, pyre
gwlcplM,Nu�e,d.IN.rytm k=OdINOCFpalnmesuWlnmeyLmrn,Aro IRICudl14, O,bsYJY ogaCLPMgCwpOM1J aeon F.11 EW6Ye.
eyelY'Y1p.letlm aYdlyAe Man 4iutele YisYlule.flBN tae Street 9llealR,Ne[m]M VPR2]16 '. Terrya.FL 33610 i
Job Truss Trina Type Gly Ply 1
Tesls194
10622T0 T57 Hip 1 1
Job Resided
.'(oedustril
BWNirp Comaorenl Supply, JeckronMlle.Fl32256 0.0105 9l 20 py ZU MaFF4M3gQ lrc. FnpF21 S 510 FIZU0"F3
ID:Go0gry951e01E0Y5X'191tlYyhDY'ZUgMeFF4M3gWIYW11pVpF213 SI2MFIZOiLKymF3M
4d-0 S9d 11-00 16-060 22122P1Up
' 1Lo sBd 5-2-12-lz 7-100 s-2121z sBJ '
Sci 1:513
star 0 6e6 It
4 21 22 23 5
6.00 12
4r5 5N, 24 46 l
3 6
6
5
25
19 a
1 2 ] (d
12 11 0 8 8
,$= w II NS= 3r8 M 1ssd$ 45= 34 11 3x4=
1 594 11-00 16160 220-12 _ 24160
11,1 5f12 ]-100 62-12 - S64
Plate Ogsets(XY) [7'.00 12.Edge]
LOADING(pep I SPACING- 27 CSI. DEFL. In 0.) Vital, UO PLATES GRIP
TCLL 20.0 Plate Gnp DOL 1.25 TC 0.85 Verl(LL) 442 69 s860 240 w2D 2"ISO
TCDL 10.0 Lumber DOL 1.25 BC 0.82 Ve0(R) -0.54 69 s662 100 M]20HS 18J/143
BOLL 0.0 ' flap Stream Incr YES WB 0.34 H.(rL) 0.09 ] 02 Na
BCDL loft COGe F130201M P12007 Matrix-MS Wool:13616 FT=20%
LUMBER- BRACING
TOPCHORD 2x4 SP No.2'Fxei TOPCHORD Stnsduml wcotl slamming tlimay applied m2-2O x punas.
26:2W SP No.1 BOTCHORD Rigid coiling®mdty applied or l 0-0-0oc bracing.
BOT CHORD 20 SP No.1
WEBS 2x4 SP No.3
REACTIONS. didna2e) 7=119 50,2=1V] B
Max Hoa 2 d D7(LC I i)
M.Uplift]-132(LC 12),2—I W(LC 12)
Max Gmv]=1195(LC 18),2=12]4(LC 1)
FORCES. (10)-Max CompAABCTen.-Atl loiter 250 QO)or less except wren shown.
TOPCHORD 2�-212W416,3 —lnl3 .25-155413].56=-1]811300,6]=-2135/414
BOTCHORD 2-12=-323d 910.11-12-323I191D,&11-192/i5T),6�-314/1844,]x-314/1044
WEBS 311=J]2/149,4-11=N43],SP_N438,e-8=d&U152
NOTES-
1)UnbWanceb roof live Ioatla have bean c idem01orthls dmgn.
2)Wind:ASCE]-10;VMt=1301nph(3 secoml gust)Vaz0=101mph;TGDLd.Opsp BCDL=5.Ogab h-_25tt;B>511;L=3IX1;6aveylq Cat.
II;E,B;End.,GGp1=010:MFRS(direction.)and C-O E1tte0or(2)-14-0to 1-60.IMenm(1)1-SD to 1140,E WOr(2)11-0 W
23415,froad(t)23-0-15 to 2910 0.m;C-C for membersaftp forces 8 MFRS la mec9ma shown;Lumber DOL=1.60 plate
grip DOL=I.W
3)Provide atlequste cludda,to prevent Water p.dirg.
4)At plates am W20 plWes unarm o9mmAse posateJ.
5)TMs truss has been designed for a 10.0 psi pattern dwM live load npncorcurrent With any other Ilve toads.
6)'That truss has been tleslgmar for a Ilve load of 20.Opsf on the bottom dmM in all press W1are a redangle 380 tell by 2-P0 uncle
WIN Of between Me add.dwrtl and anyother members,With BCDL=16IlpW.
7)Provide medmnical comecbon(by otlmrs)of truss to beeMg plW capade of antstantling 1 W to uplift at joIrAm)except qtr b)
T=132,2=1
Q WIMIWp-VMry WLpNPor/+�aren+^C flE40NOrE90NTXb PNO WCLVOEO MIIENflE2a4NCEY4pEMl)IAm.1e0.VAI6 aEFOREU4E
Cetlgn vdkl lu um anY iMI1eY-J¢nnxaa5.mhambn alnwa wY oWa W��elersslwvm a'AkIwm MNdM Wbgaanwxwnl.rut
airier Mlem.Beloraice.IM MIkO{I�N ilrv.'ini¢tvetlNlid,yLMkcMllyolck�e.Tl4w�mielersml gopeny hcwperale mLtla�Nnllio M1xrovcvdl
aA[Ap tlmtFl l]acMRJcalalhrogevenl lilk9 orlivlMMWlruawebaWlacbJ membcvf,wYY. MFfIMVJ km WrW aWranivanitvsFq M k•
awoW rewYree w,.tmlryanatowaLemoalz mmr aaalWwmu wweav aNmape.
WvkNtR 51ao3o.�mery.aacMOVV i'gotlnA�s InnMtwncaWR4Y/IPII r.r aaee wtla�a ra9oa-Yi9 me
}Y10Mtl.IWhfMMaopLMaW lossWE3Wa.W PartW0fam,piWi,11-
Job Truss Tram Type ON PN
T98r8195
10522T0 T58 Hip 1 1
Job Rareness(a ulturr l
Building caryonem Supply, Jeduwrdlla,F13n58 OnX?QlN202018M1TeGMyH vXHWLri AIgf915'20:WDM PegH
ID:Ga0gryeWe01E0Y8%?91tlYy9Py-2YAkoeCtiTdyHWVXH00LXLSe1GCgiIvcOWOBOWnymF3L
d4-0 69d 1340 18460 810.12 2&100
b4L 694 62-12 3160 6242 6W �
tkm, 52A
800 Fl2 firs,11 m0 11
5 5
Sal G
4 n
46. x1 alb
3 1
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y&= 2W II 401 4/e=
os=
_ 6BJ 1340 16x00 z161z 244192Ht0U
89J 6212 1100 62-12 641 043
Plate 011saN(x YI-- 184/4/12 Etl I
LOADING IgsR SPACING 200 CSI. OEFL M Qac' Vdeil - PLATES GRIP
TCU- 20.0 Plate Grlp DOL 1.25 TC 0.50 VmRLL) 4125 12-13 oe99 240 MT20 244/190
TCDL 10.0 LuMber DOL 1.25 8, O.88 VGMTL) -0.4312-130838 1B0
Bill 0.0 Rep Shees lner YES WB 0.83 Hol 0.10 B We we
SCOL 40.0 Code FBC2014/TP120D7 McMx-MS WelgM:1441b FT=20%
LUMBER- BRACING
TOPCHORD 914 SP No.2 TOPCHORD Sladmal woof sheathing tiredly applied or 368 oc purlins.
BOTCHORD 2W SP No.2 BOTCHORD Rigid calling dlreclly applied or 1000 ad bmi
WEBS 2x4 SP No.3
R6 TIONS. QWsi e) 8=119300-5.4.2=1274/45-8
Max Hoa 2=125(1-10 11)
Max Uplift 8=-132(LC 12),2—M(LC 12)
FORCES. (lb)-Max.GampJ Ten.-Allfomas25011b)mlem Pt Mlenshovm.
TOPCHORD 2-3=-2100/394,3-5_-154]/JW,5E=130&358,&J=-154]/364,]-8=-2103/392
BOTCHORD 2-13=-2Bfl/1808,12-13-29fiq 808,10.12=142/1308,9-1R-2B]/1809,&9=28]/1809
W EBB313=d258,3-12=A31/1]8,S12=J8986,8-10=-42/398,)-10=E34/1JJ,J-9-01259
NOTES-
1)Unbelanmd moi use loads nave been o0nsidamd forthis design.
2)Wind:ASCE]-10;VW--13Mnph(3secmd gut)Vmd=101mph;TCDL=S.Opd;BCDt_S.OpN;h=25ft;8=451ill samil Get.
11;EV B;Erwl.,GCpi-�0.18;MFRS(drediorell mho C-C Exte ll-1-40 01E-0.Intedor(1)1-&O m 1360,EMWM(Y)13&O to
16-100,hill 21-O15 to 2Q,l(HD le;G-C formembem and fomaa 8 MFRS for reactions drown;Wmbm DOL-1.60 plate
grip DOI--lM
3)Proulds adequate drainage to graven[ at.,ponding.
4)This Wm has been designed for a 10.0 pd bodom chord give two noncommnaM MM any other Ilve loads.
5)-This masa las been assigned for a lava load of 20.Opsf on me Won,chord in all areas Mom a reclmgle 160 tall by 2-0-0 Ace
MI fit befxeen Ne boflwn Mord end any other members,Win BCDL=10Opal.
e'Provide mechanl COneedlon(by odlers)of lam to bearing plate capable of ArhsraMing 1001b uplift at jointly)except Qt,b)
8=1322=1T].
YWmvaWm VMry d�9npmm IEa i ANODEO RANCEPAGEW7473m IaR12VI6BEFOPEYSE
Ce9�Wltl Yw MII 1 -. K.d ry sstl. I4 re^I d �.aid Nl mMINaM"s"no aam —,ml
M� Bel di tl9 SVMNIM YXA' Nw�'W! Poi melersad{ X.w YtwmWrale ll'6Oatl3n bio er,ova dim
MY�p d9arr. w 1plMknlM p Ibx.Nkp llndM u�d/ M1+rdmanV» PddlKKxx lempaay od tm•naun 2hq MITOW
kdwga q4 nldYMmylip I.nAgrow Npe�4ye M(euy gNYtlsnaR. fa gnwrdaiN4xu'ereyardrp fre 6BWPeM Eeq BMd
sea, slagp aelNay era'Ibn mdlyInd.
go21
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Job Truss Troyer Type Cy BY
93151k
105ffi0 T59 Common3 t
Job Ralelarca 4one1
SUMIng GOmpW1eM SUpFR1', JackeOnville,F13P158 3.Ot0dYyhpy20kmGtklnductries,Irc. Fri Wm 1520:WOOGratl
ID:Go0gry9e4e01E0YS%291dYytrpy-2hOkoaGl]MyHWv%HOOIILSef -I5_ OOWDBGumymF3L
960 7b-02 1611-0 22-1-0 2&10-0
' 1d0 i ]b-02 ]-2-4 i ]-24 F412 '
Sone.1:515
8iB_
80 12
5
16 20 ffi
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21
13
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1 1
11 22 10 23 312
45 all eynKRS=
3B-
1048 1984) as's- 2410-0
1918 9]-D 1915
Plane Chaste IXY)- 12:0-24,0-1-81L I8O-2401-01
LOAMW(pelf SPACING- 2-00 051. DEFL. in (Ix) Vde11 Did PLATES GRIP
TCLL 20.0 Plans Grip DOL 1.25 TO
O.0 Voila) -0.3B 411 >954 240 W20 244/190
TCU 100 Lumbar DOL 1.25 BG 0.91 Vert(R) 0.613 411 >541 180 MT20HS 187/143
BCLL 0.0 ' Rep Stress Ill YES WB 0.28 HOrz(TL) 0.09 8 We we
BCDL 10.0 Code FBC20142TP220O) Metrix-MS Werot:135@ FT=209:
LUMBER- BRACING
TOPCHORD 2x4 SP No.2 TOP CHORD Slrusturel wood streathinO directly applied or3-1-0¢inshe.
BOT CHORD 2x4 SP NM2 BOTCHCRD Ri id cefiing drechyapplled or 2-2-0oc bredng.
WEBS 2x4 SP N0.3
RELCTIONS oftsla) 2=12].05-.8=119385-4
Max Hors 2=142(-Gll)
Nair Uplift 2-M(LG 12),8=432(LC 12)
FORCES. (Ib)-Nesc CmnpJMa Ten.-Allforoas2W fib)orless name whenellown.
TOPCHORD 2-3=-2r102/d45.35-1M)/358,5)=1]69Y.165,]-8=20011353
BOTCHORD 2-11=-23311)54,9-11=]51114.8-8=-23111]13
WEBS 5-9=801131,)-8=6291204,511=89n28,311=428204
NOTES
1)Unbalanced rad fire to have been crosldemd f rthle deelgn.
2)WIM:ASCE)-1q Vutl=130mph(33econd gust)Veld=101mph;TCDI .OPV,,BCDLd.OpM;82511;B�511;L=3d1;eavl
II;Exp 8;End..GCPI-=D18;MWFRS(diretionag aM G-C ExNtlw(2) 14-0101& ,lMWor(1)l&Oto1611-0,Exnedor(2)14-11-0
no 17-11-02ona:C-C m members eM tortes 8 MW FRS la reeotlwN shown;Wmber D01.=1.80 Plate grip 001=1.60
3)All plates are W20 plates unless otrrerwise IMioated.
4)This Huss has been designed for a 10.0 pal bottom lord we load mnwrwunent with any other live loads,
5)-This Imes has been designed for a hyr,load of 20.Opal on the bottom dlord In all areae where a redangle 360 tall by 2-0-0Mde
sell fit beMwn the bohOm dtoN and any other members,with BCDL=I0.0m,
6)Provide mechanical comechon(by others)of trues to bearing plate capable of 2Aheanding 100 to uplift at,irll(a)except gtdb)
2=TA,6=132.
Q wer.-Y�l2 Mr4mTwrxtxaeq NUplNi9QY nBYIDWGLIOLO MIExaVflYMCF PIOEI6>Qxm.fO0YAI4BEFOXEV9E
Feel WiU br ns,ayN wasecmn-mrs Rh doden k WeU WY Wn Waretems—and 41w an YMIdM htlMp cwnnerenl.rot
pn�n+n.o eeRre�.me 1.Aaw aeowrer mw vemv Ire o<prmin o1 tlelpo pUTuelers ad wwedv n�'<�iwrore ns awp�mm nk o�erm
lrnemlP• 9«metswRdale wavanrdmRe«kdMAtl mawabad2wwwamemreawyr.eeewin Rmpwoymupem�td«lee MRek'
Schee epletl M6kl�lnad bwerenlcdq MIn IZYMe GeiwvJ WuY avl wcPorlYmmWe rw�rarrd9Jdarce regaQpnre wv.haEMam'
rtMcuM\YaQ]e.d9NerY.aecnMad dal'V ollnmaad ew Mrlemx re9VIY/M1 f WIY CMM41.1YSd9aM aLfl WMJrm Campanxx
¢deny NbmMlm awl tletan rna F1o18tMMx RIa N.Lee Steal.SIR J1R Namdb VR2231<. Terry¢.FL 33510
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2 Job Reference faMb
Building CompawN Supply, Jacksonville,7132256 O.olosA off y18MDeklMintneq hs. Wdugfra AM 20A) ttpQCMPage 1
IUGOOgryBWeolE0Y5X981tl1'yttpy-Wry6iwHKupf0898Ta6ssupiNPOH1PAN11pOCymF3K
1 d0 5611 18213 1411-0 1473 2435 2110-0
'1801 6611 488 4&3 433 4B3 5811
fie= Eule.l 54.5
6.0 12
8
adi
d6G as1
36 i
8
4
bF N\ 2M 1l
3 a
2y 10
6 2
16 14 20 13 12 11 21
3A- be sdJ µ6= all as THD262
1 11 2842 '$Pt3 ffi1OO
&5-14 S]8 6]8 6T8 6611 �3
Plat Oils 1 IXYH- [10,0-2-12.0011
LOADING 04 SPACING 2-00 CSI. DEFL In (hx) VOefl Ib PIATES ORIP
TCU- 200 Plate Grip DOL 125 TC 0.68 Varl(LL) -0.14 11-19 >98B 240 Mi2O 240180
TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vil -0.38 11-19 >93B 180
BCU- 0.0 ' Pep Stress nor NO WB OA2 Horl 0.05 10 Ne rVa
BCDL 10.0 Cods FBG2O10TPI2OU7 wu-MS Weight 370 lb FT=20%
LUMBER- BMCING
TOPCHORD 2x4 SP No.2 TOP CHORD Structural wood shoeOYng already applied or 3-1"beprl
BOT CHORD 2x6 SP N0.2'ExropY BOT CHORD Rigid ceNng directly applied!or 10,0 0 o bredng.
1615:218 SP SS
WEBS 2x4 SP No.3
REACTIONS, iftsi e) 2=148&458,10=3508'0-5-0
Marr Herz 2=142(LC))
Men Uplift 2—2O)1LG 8),10=40118)
FORCES (lb) deal CornplMax.Ten.-All forces 250(Ib)or less except Men shown.
TOP CHORD 2-3=243781320,35=-259N.153,56=2080342 "-22241351,&9=-01)1389,
9-10=42481552
BOT CHORD 2-1 5--23142W,8,14-15--18&1951,12-14= 1570,11-12-2182355.10 1 1=,fdal 1
WEBS 812=-145GO26,&12=1227k51,&11-3082196,9-11=� ad,&14=-95Ti95,
S1L-488/149,5-15=fi9NB5,315-2871110
NOTES
1)2-ply muss to be comaded together Win 1OE(0.131'141'1 nails as fdlovrs:
Tap chords connected as regional 21,4-1 row M(i oc.
Room chords connected as follows:2x6-2 Jose staggered at 44-0 oc.
Webs connected as Mutual 2,ol 1 row at 000 oc.
2)NI loads are considered equally epptled to ell plies,except it noted as front 1F)or back IS)face in the LOAD GASE(S)section.Ply to
ply carouse ore have bean provided to distritxrte any,loads noted as(F)or(B),unless olheryAse indicated.
3)UMalenced roof live leads have hem conddered for this about,
4)Wind:ASCE)-10;Vail sumph 13-seared gas()Val Olmph;TGDI-5.0psl;BCDL3.Ops1;R25m;13=4511; --3 ;a pool Cat.
11;E,B;End.,GGI 1Q MFRS(dlredlmalC Lumber DOt_1.60 plate grip DOL--1.60
5)This trues has been designed for a 10.0 par botloru chord live load noncencunent lith any ogler live loads.
8)'This floss has been designed for a live load of 20.Ofal on no bottom Glom in all areas Mine a rectangle 38O let by M-0 Woe
Wil fit between the bottom chord and any oMer members,Win BCDL=1doper.
))ProNEe mechanical connection(by al l of Wee to belong plate deposits of sOhslanding IW Ib uplift at 1olM(s)except OWb)
2=207,1060.
8)Use USP THD26 2 With 16d nads Into Girder 8104 naris Into Truss)or equivalent at 270-13 from Ne left one to connect trusses)
to front face of botlom chord.
9)Fill all nail holes More hanger Is In contact with Jamu .
LOAD CASE(S) Standard
1)Dead♦Roof Uve(belsncedl:Lumber Increase=l 25,Plate Increase=1.25
Uniform Loads(pit)
Van:1-8=-80,&10=60,2-10=-20
Q sed.-Vw4JaeYrn//eeMwemK PFAO Na1tl CN TIAs ANa NCLUKaNhfx N091ANCE IA0EI6f4fxm.fO9YA16 BLTOIIEVeG
��wltl M1xvedJYMtX1Mll�wcmrecba.awtleaR,e DaetleNYlFca Wale81ers9antaM 4lam MWxM Gildh3cmmpYanL rot
ew Mlem ns.ttwdl9xldarj7ld meal veXNtlle txvlkntBNolddlgl paalrela5altl pcceXYnrnWlala M.clmxx�MOMovatll
W0q~`ccYg YUW.oleeYMM peveni[uclmry olFMYYYJ nisumb Wla clwla memMrseNv adda"'1-✓A lwapddvmdpwmdwalpocky) ffeW
kdway5repfetlMaVlYNaltlbpeuerticdkprwllh W.vde Fem✓J Hlyddpc{alybampa fit petard plAce�iUrp X,e _
labbalkn LdWo.a9haiY.wecMlmflvmtV Maum%aMwmMlanR s1a4N51/IPIIOWIYCriNIb.Da6MaM K90uMDCnMaawll Vent 3�Y BM.
ayNY HPnuXm watdxe Yen ilm Pah YdNe.21B N.leo Mael.9tle 31 R./Ymnidb.VR2RJ1<. Turye.R 0
Job T. Russ TYpa Oly PIY
89151 W
10522T0 Tho Common Girtler 1
2 Jab Refewme
Ml6MiiT.k lMorell
Bultling Comporenl Supply. Jazkwnvillafl32255 MEOYApr202616 MITEk IMKug NTT Aug1P1VPA2016PWa2
ID:Go0gryBs1a01E0YSX?B1dYyhpyWlyB?wHKug4%%Te6axug?1'1Po1E1PAYI11pOL],nF9K
LOAD GASE(S) 6Y.dtl
Gwwntrate Loads(lb)
Vert 21-24W(F)
npxxmtxvenCNEIO NOI[S PV iItlS AHOWtEO LWMIENNEEAYXGf PA0E16)4TJ m.1M¢TI59AOPl USE
1>n WNIeivowYV�m MII Av<onmclan.IMtlrvpAk A.oNY upm paamalers9wmtlMkl«m MM}HM bA�Y9 mp{w�enl,ml
n��.eow.o�.m,wravw aos��mem�Nmvira R.+wrainoi aw�oi«.mewwmwnoan>'rore msec nio m»ow��«i
wawmaBo. aomBo�iadamwe��iaalloPoi e,a.wem�sswm a,ar«a.,ramomx om.aamboa�eml�«V as p«m�w,e r.«.ire MiTek'
tdwan�egJetl�«sMplymlroweven�coXreme wXnl*+r<E�le nem«w xyEy as wwe•Ma me. r«Bore�a ou�sn�*��«nare ttre
mlrall«rn«wo.aamAry«�no„a,elwwo�m�me m,s.w«N :earnsuiniwaM cnl.a.mea?e„a acn w+mvcomwo.m aw v.�m?a owe.
smrylMo�mon000wmorom rnm naN bnna�.zia w.goo sr000i.sore siz.a..swrn vazzsi4. Teop^
Job Truss T.Type Cy Ply
9a1s1ee
10s22T0 T61
Go. 4 I
_ Jo02016ahcefa 4onell
Building Component Supply, Jackeomille,FI32258 B.OtOM9ld20163VURDola C?mDh. pNCQV RGMI 820NYFYMF1
ID:GOOgryBNe01EOYSX'teltlYybpy_3VUDOM_CimOfq]pNCOtlbBCPemISh%ENytymF3J
-14
0 ;:122 14-11-0 22-Id 2YS5
110 7-2d
6.OJ 12
6
16 1]
ax6
2x4 0 4 4.s`
3 a
18
2. II
]
15
2 g
i1
11 19 10 ID 8 6
46= 9.B Mr2d15= 45= yg=
96=
1618 1B8d 2156
1614 9-0p ]818
PIe1e OBaMe( n 12824 -01
LOADING gad) SPACING- 2-0-0 CSI. OEFL in Clot) Udafl Ud PUTES GRIP
TCU- 20.0 Plate Orip DOL 1.25 TO; 0.67 Vm11LL) -0.38 411 AIR 2I0 MT20 244190
TCDL 10.0 Lunber DOL 1.25 BC 0.90 Ved(TL) -0.63 411 X522 180 W20HS 187/143
BCDL 10.0BCU- 0.0 • Rep Bases lacr YES Code FBC2D14?P12007 Masa-M9T Hari(TL) 0.07 8 Ne Na Weight:1301b FT=20%
LUMBF BRACING-
TOPCHORD 2x4 SP No.2 TOPCHORD Simtiurei wood sheathing directly WIM or 3314 W RUMMu,
BOT CHORD 2x4 SP No.2 except and veNcels.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-00 oc Orating.
WEBS 1Row at mMpt 88
REACTIONS. ANaize) 2=1188NS0,8=10]6Rdechanlcal
Max Harz 2=128(-C 11)
Max Uplift 2=-166(LC 12).8-120(LC 12)
FORCES. (Ib)-Mai Comp.AW,x.Ten.-Allforcea2500b)orlessexcepl WfiansMwn,
TOP CHORD 2-3=-18181318,3-Fz-1501132),56=13851312
BOT CHORD 2-11-24M Ms.0-11=9019]5,89=19&1211
WEBS 3-11=4 2 82 0 4,511=Iffil 5B=39421,6.8-1423238
NOTES
1)UMManced roof ass lows have bean wnaid..d fm this desgn.
2)WIIW.ASCE 7-10;VWt=130mph(3-aecond gust)Vasd=l Ot mph;TCDL=S.Op f,BCDUS.opsp h--25f1;B=45k 1_m;save-4f1;Cat.
II;Eli,B;End,GCpi=0.18;MFRS(directional)and C Exteo(2)-1-40101-8-0,Intedonfl)1-8-0to 14-11 0.E#eor(2)1411-0
to 17-11-0zone:C-C for members and antes 8 MW FRS for mations shoWv;Lumber DOL=1 60 pate gdp DOL=1.80
3)All plates are MT20 filed.unless who..thtlirated.
4)This Russ has been designed for a 10.0 psf bottorn Chard Ilve load nonconc wnt with any other live loads.
5)-This Mos las been designed for a lige toad of 20Apsi W the bottom chard in all areas an.a recangle 350 tall try 2-0 0 Wide
Wil fit Cedes en the bottom chard aro any other mord)ers.With SOUL=10.Opa1.
6)Refer to glMer(a)for truss to tha s connections.
>)ProNtle meGaawl ocnnectlon(by others)of Wes to bearing plate wwbo of Withslenoing 100 to uplift at loint(s)except OtAb)
2=1 N.8=120.
Y WAfiNW4 Vxlly Cxtlpn pmnNxFm1s.a NUIES eH1.aNO XKtUUEU M?ENaEFEPINCEYR6EYFll9 m.l AIIdYp6BFfOl1EUeE.
rMy n vtlplolmeody Wle MIIaV&wnrecfciz IMtleYpn atraai mlYuµm Iv«nelers Nuwv.dui al«m MNAM Waanpcmnl.iwl
IltoryblUm-Beide¢e fie dii}p de9lNler must veON IM apJlc?Jlfy oIdK2Rwanelmad gd:eayll¢alwrola BwtlzaW�Into ttn oveltll
aFinaoemW,.a�wlr..xnlennm«e..enlarampolWWukaa n�mweo..,a1«erwamdnoel.orvv.�.+II«INl lelnl>ardv dm l>eml«emadnre MITBk
ewm�re9AeaarMmllYmdrowewanlware wlmpcWaN n�+MFv�dwmdfr Mdnme. l«I�llddlameerwaare xw ease l=.,k.E.n llNe.
pCICOMU Ldree.dalNelY.eleClCnmf[x¢Ne IIII2e5aW llrmryTknc bBWUAN1O1Mh CMwp.09849 m4eCLaWgcwMelWnl T.rN..FL a361U
9�1y Ylpnrgla aVrlaCxs e«n insflaNYux611 .RiB N.lee STe61.9I1e]12Nexon]Ma VARRd11.
Job Truss T.Type Oy Ply
TIX115198
10522TO T82 Roof SpeciN Cider 1
'- Job 2016 al o ' rel
Building ComponentSuppN. Jacksonville,FI32258 fi.OtOSAV 20?QldYy0 -wSdklJCMSJs, g2FEQgWtiAW B5:210002016Pa9H
ID:GOOgryes4e01EOY8%i9lMylryy-wSEFeyJCBbB�?Xg2FEOpWIIugYegEd�RBTIXymF3H
12a, 1�ibna� bap n.i.ol zl.z.o 1 rasa 1 9_ea 1 ones sato
1Ja aLA 31613 3i-0 1N 1N ti0F4-0 371
39a }aJ 2161 31A
3u1e=1621
am=
13
B
Non ISA ] 15 Sxe�
h10 G
4
80 1R
salOx1R= 4M1
B
3
ewer= 4xa= 112=
0 21 21 d
as
�1
I�
31 3U aft 2B 27 as E 24 23 R2
14= 4x5= ax6
010= N5= 6x9= TA= 112= " aMFsW311
5ffi THO2S2
b9A BB9 1L11L 21-2-0 2ab3 985 368] 388E
L9A 81612 830 880 333 3.118 2-161 81-8
Plate OftmN(XY}
0
-Sa' eI.IS:O P12,Edge),I18:0-0-0,Edgel.ll]:03 O,EOge),(1PD2d,o-2-OF R0:0-2-0,04UL 122:Etlge.a3-B1.(23:0-0-12.02-01.12I:02i.0A-121.
125' 380381
LOADING(psi) SPACING- 2-0-0 an BEFL. In diVde11 W PUTES GRIP
TCLL 20.0 Plele Grip DOL 1.25 TC 0.85 Ved(LL) -0.33 2425 IIM 240 Isi 24,1
TCDL 10.0 Lumber DOL 1.25 BC 0.98 Voi -0.8124-25 0497 180 MF20HS 187/143
BOLL 0.0 ' Rep Stress Moor NO WB 1.00 Hoi 0.10 22 ma ram
BCDL 10.0 Code FBC2014(rP1200T Mobil-MS Weight:49310 17=2099
LUMBER- BRACING
TOPCHORD 2x4 SP hill'Excepl' TOPCHORD Smuctural wood sheathing direply applied or 2-5,14 oc puntre,
41):2x6 SP No.2,1O21:20 SP hi l except end verticals.
BOT CHORD 2x6 SP SS'Exmpl' BOTCHORD Rigid calling directly applied or 10-0-0 co Main,
28-29:2x6 SP No.2 JOINTS 1 Brescia at JI(s):10,14.6
WEBS 2x4 SP No,3'Emem'
2024,21-23:20 SP No.2
REACTONS. (INei3e) 22 :383058,2=1838)058
Mex Hort 2-13017)
Max Uplift 22=-4&3(LC 8),2=284(LC 8)
FORCES (b)-Wx.CornpMax.Ten.-Allbrcm25o(Ib)drlessexcepiwhenshowm.
TOPCHORD 2-3-357&493, 58=-26251490,88=-26254190.
810-262&490,1012=26250490,12-14=28251490,141! 16-17-35s!1/576.
i8-19=808G/11",19-20=-151482105,2021-881941222,
21-22-3113414,54-1000/122,)9=919-11-95111-13-960/177,
13-15=-974(156,15 16--lil
BOT CHORD 2-31-4253155,3031=42513155,2838-3832850,2]-2&-5944486,
25-2]-10010248,2425=-2131!15289,23-24-122MI 9,22-23=-81/432
WEBS 330=88908.430 /352,4-26-1 35qF12.10-28=04493,1]-28=1310/141,
P-2]-2852231,18-2]-3(52&532,18-25=42]83314,)825=8452/1108.
19-24-11051186,2024-94]18]83,2023-254]1389,21-23=422918863,
10-11-102/886
NOTES
1)2-plytmesbbeconnected toga erwith 104(0.131'x3')noises follows:
Top chords connected as follows:2x4-1 meat 04-0oc,2x5-2 rows staggered a1 O9-0 0c,
Botlam chords connected as follows:2wS-2 mws staggered at 05-000.
Webs connected re follows:2x4-1 row at"-0 oc.Except member 24-192x4-1 now at 0-4 0 oc.
2)All loads are considered equally applled to all plies,except d noted as foul(F)or beck(B)face in Ne LOAD CASE(S)section.Ply t0
ply connections neva been provided to distribute only losses nese as(F)or(B),unless otherwise intllcetad.
3)UnbaWnosd roof live load,have bean considered for this design.
4)Wind ASCE]-10;Vull=130mph(3 second gust)smal 01 mph;TCDL=S.Opsf;BCD--S0i h=25X;871511;L=3411;eave=4f;Cat.
11;Exp B;Encl.,GCp1=0.18;MFRS(diractlonal);Lumber DOL=1.130 plate grip DOL=1 60
5)Pmvitle adequate drainage to prevent water PoWing.
e)At plates are MT20 plains unless otherwiseIinsecaled.
n an plates ate 2x4 sell unless omalawas indicated,
8)This truss has been designetl for a 10.0 par Wilma chord Ilse load noncono men!with any other live loads.
9)'This truss hes bean designed for a Ilse load of 20,0psi on Pe bobom chord In all areas Mem a rectangle 340 tall by 2 0 0 wide
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or—Altl la�.n orYYM'IA 4.X19 cmlnclCrs.RG."iit,6aa1 a4Y anon�anelers 9 I-.,l¢Mm MM1k .gwrmwu1.wnlrol
IeBaySMm NCI+resign '1,1deY3rw runtlIIeco.Juue lhd<l./fm,nnelnSCYefgapMYM4rFlmole IpB�YBurc IM oven,
dldrq Cn�Jn ,wJ InlhaladhiC—I 11xrcNF3 anrvlMdtW iruaw II b/or tl,ntlme�nL our, F a�lexMlemPaaYatl pernvenlGUJ6 MiTek• �
6dwmp rcpLeef lw slIXAlliymdlI- nlcWlape' �AemI Maya smiousacl� ancanew.o"..9rd achwulance 4eguRgM 6004 Parke EW 8Nh.
so w,Nbu ACraen. d+ ermectlm mN Inmhlao 2nN.LIwma,ausmx sMNNIPII VA M CMwI0.0MAe uM kCSI4MiPCwnWMn1
Mly Ir6wmaXm wrlklle fan frim FMla hMMe,218 N.Lee,heef.eJR]12 Nexa tMi VPY1Jl4. Tempa.11 3E10
doe Tmm Tm4s Type ON Ply
B3t51g9
1052270 T62 Roof Special Girtler 1
2 Jae RelWerce lop'onell
Building CwryawM Supply, Jaclaonvllle,FI 32256 8.010sApr:dfan6Mfieklnduseieelrc. Fn AWl9l521A02018 foul
tD:GaOgrygs4e01EOYS OI&ytpy Fa JCBbSf9Xg2FEOgWIWg48gEd R6TIXMFSH
NOTES
10)Pmvlde meclunlcal connection(by others)of Puse W bearing plate capable Of Mhstanding t001b uplift at)oint(s)except Qt=lb)22=463,2=284.
tt)Grecf,cal pudln rep audatlon does net depict one slm Orita orientation of lee pudin along Ne top ewer bottom chord.
12)Use USP TH026-2(IVIM 16d falls Into Gind.&Intl reit-into Truss)orequlvalent at 278131mm Me left end to conaect trusses)to back face of bosom cterd.
13)FIII all tell holes Mere banger N in cora l Win lumber.
LOAD CASE(S) Stareard
1)Deal.Root Live(balanced):Lumber Increase=1.25,Plate Inaease=1.25
Uniform Weds(pin
Veil:i-1=8n,4 5_---60,16-17=4g,17-19=-40,19-21=W,2-22—20,511=4n 11-18=
Concenialed Loads pe)
Vert:24=2"3(B)
QW,IaNMa-Yxtly 4ubnev�n�tl�e MPFAp be.pI 11R A.WCL.al eFlF .IAGEeb)4Am.fO 1111fFeee..
Oeadn wN[I Io�ufeaeYw•41n Atne149cmnecMVS.mndedmt LmftlwYY xU W«neters Mcwn.aM 41w T RXW1 1 d9Nq cmywrenl.rot
Oim Mlem Pnk nine,tot W Wgm6aw m�zt vxnN IM q(Ah_aalN of tlaNT{zAmrelrvn wJwc{udYfirnM�ob IIStlaLLTNo II¢ovaMl
G.Hg4sJpn. a¢'Yg MlcaedabweVenl h�calrg ul F[M�kWl sus veO mNa cMtlinen,bers«n.aadlbntl lemwx,Y aNpemgreniwWM M oaf
w
l Aa f«:MtLNugbwevent cdlm.:ewfmw�Axo dp¢EyaMpW«IY6>tmge In{q�n�al9Wbice�egaOrq nw
1,IL E .
ed.lr xro,eWna eawm'ram�n�iwmne.zteri.��in�v sl'�ie aiz e'�ie.a�olta v�itm«n,pseav m4ecu®+xmecomw•.0 T.�v.. z�s10
JOG Tvc Trus Type 01Y PtY
9315200
10622TO TSS Flat Girder 1
'- .Job Renitence(normal)
BUIilg CongpwMSuppty, Jxappor la,Ff Mae, 8.010 S Ape 202016 MITek lMuseee,Mo. Fri AW 1916'21:002016 Fees
ID:Go0gIy9He01EOYSXY01Mylryy-w FWJCBb6(IXg2FEOgWiA ?MEi5 Rr6T1 XMFSH
N68 .0
N 4-109
SWe=1:1&1
ad II deet
=
406_ 2 a
B 5 p 10 4
TIOM rH028 &12- 1Xo28 TrdR
S sedowthi 11
'M Implant II
99'0
alae alae
Plat OB ( VH- 11'0240-2-0L I370-2-00-2- 11 'EI1M,O-"j I60b-0OS-41
LOADING MI) SPACING- 2-0-0 CSI. DEFL. In got) VtleB IM PLATES GRIP
TGLL 20.0 Plate Grp DOL 1.25 TC 0.66 Ver(LL) -0.11 5 x998 240 Mr20 24G190
TGDL 10.0 1-umbar DOL 1.25 BC 0.70 Vell(rL) -0.28 5 0009 180 Mr20H& 1B]/143
BCU 00 ' Rep Stress Inter NO WB 0.88 Hor4n) 0.00 4 Ne Ne
BCDL 10.0 Co e,FBC2014RPI2007 Metrix-MS Wegrh.10]16 FT=20%
LUMBER- BRACING-
TOPCHORD 2X4 SP Noy TOPCHORD Sbudursl val dleetNng directly applied or 436 oc porlrN,
BOTCHORD 9N SP No.2 except and veritas.
WEBS 2"SP No.2•Except- BOTCHORD Rigid telling directly applled or 10-0-0 op baring.
2-5:914 SP NO.3
REACTIONS. (IWd2e) �2463Rdschankan,4=2519IMecllanical
Ms,Ug19�-340(LC 4),4-34](LC 4)
FORCES. (lb)-Mhz Carp-Max.Ton.-Allforce,250(M)orless except efienshmn.
TOPCHORD 1£-1489240,12=E484/880,2-9-G181IB�,34=148SI23B
BOTCHORD 5£-109/)56.4-5=-111089
WEBS I S-7 W65,2-5=259Y243,3 5=]8]/5862
NOTES,
112-ply hues to 1-B connected togdher Wth 104(0.13123')nWis as tdlows:
TapcMMconnen esfolloes:2x4-1rowan0-9-0oc.
BoMm clbords connected as follows:2x8-2 rows staggered at 040 cc.
Webs connected as follows:2x4-1 mw at 09-0 dc.
2)At limp are opMsIdered equally applie0 to all plies,except If noted aw bort(F)or back(B)face in the LOAD GASES)sodion.Plyto
ptyconnsdions Mvebeenp.AN toCismhuteontybadsndWas(F)or(B),unlessoffi mseindimtd.
3)Wi1M:ASCE 7-10;Vult=1 MMpb(3secondgurd)Vast 01 mph;TGDLd Opsq BCDL=5.Ops(h=25h;B7611;1-2411;Wve--4fr(at.
11;Exp0;End.,GCpi=0.18;MFRS(dpeopho );Wmber DOL=1.60plategrp DOL=160
4)Provide atlsqum,drainage to prevent water porOW,
5)All plates are MT20 plat.unless OtMrvd.Ihdlcated.
6)This Voss)las been desgnetl for a 10.0 if bo r m dloe tive batl noncorlwrtent Mtb any Ober live loons,
7)'This)mss bas been real fora live load of 20.Opsf lair Ne boBom chord in ani areas Miers a rectangle 360 tall by 2-"wee
We lit madam Me onom obord and any other members.
B)Refer to gliders)for Wsa to those connectlons.
9)Pool mechanical connection(by others)d tmss to bearing plane capable of elMstanding 10016 Win at 1olnde)except(r=IS,)
6=340,467.
10)Use USP THO28(With 16d note into Girder&NASD naps into TOM)Or equlvalont spaced at 2-0-0 or,max.stanOng at 1-115 from
the lett and to 7-11-4 to canned trumes)to back face of MR.chord.
11)Fill all nail Wes where hal is In contact with lumber.
LOAD CASE(S) Standard
1)Dead a Roof Use(Mlanced):Lumber Increase=1.25,Plate Increase=1.25
UNtoOn Lpade(pit)
Ver:1-3=E0,4-6=-20
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islrye,FL 3aJla
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T8315200
10.6PPTO T63 Flet Girder 1
2 Job Belli MIT (I tlonell
BultlinO Component Supply, JecknnNlle,FI31266 B.OD ar9l0 y#W-wT FWJC bSJ?Xg2 Fd RIIBWB1 l90:20t6 MFSH
ID:GOJplyBade01EOYS%R81dYytrpy-wSdFeyJCBbSyf%@FEOpWIEmiBl�i6 FMT1XymF9H
LORD CASE(S) Standard
ConcenlMed Loads(lb)
Vert:]-1ON(B)3 1o66(B)W-1006(B)1�4056(B)
�WP RNMeVeP/ydulpnpvemlxe mONEROrVaTE50H TI16PMO M'CLVOEO MREI(PEfERIHCEPTGEMM1)dAm.IagyNIE aEJOPCVEE
LNMT wlk]Ia arse oNY rxllrs lJlleMccerx�er:InS.I MS—el 6 txarclaJYUWn naanelers SMnrn.octl hlu mr vI. GJtlkpcgnaaxnl rol oeraSnWm Pelav�� arelwlreneaesars.nxanlvn�eattxtmnnnlm�p�l*xanelenarda�cennxW�nleaWaW�rrrnnrcranYam MITek'
Iwldre Mgrs ®aip Hxlcoledelo aevenlL.kwre olnawia n�aweoarwa rnad manber.oNv. aaavxa lemWraYard pa,maWnllxarlva
k swan re W ree w nmxly nra to a�'nnl oalmR wtm wmle neral Mf v�awe<Ir a.rswe. Iw eeP.��a a>eawx rxware Irr�
ptxbal4xn.ilu'oee.tleM:ery.t+ecYcn m]bracbgol M/ta wJMn SM
a�dlie Oan Ina Wile kmMrPa.11B N.leefTeel. xelrNWI CdNrM,B6kkV aq eCANMpCanpunl Fake EY BN
cP
Scher Irlmmkab312. hVAW3ld. .
Tang.Fi 39Ete
Job Truss Truss Type Cly Ply
8916201
10522T0 T84 Roof Spxiel 1 t
Job 6erce(radical
Bull ComolwM Guppy, J¢loomille,FB. SApr 20201 - Bxpdustar
alra. Fri MID1Page ID:GDgry9EOVS%?91dVytrpy-NBOriKrybaBPEpmH] P ? 5?7gVrIzmFSO
-4
0 680 1A2B 1]-0-0 ; 20 25813 28511 3380
1i0 4b0 56B 54-13 56B 2-1-13 3-0013 LTd
scifil B8
2s4 II
wo
3r6= 4r5= 'M10�
820 FIT 3 24 25 4 5 6 26 27 7
66= w u 4,6=
8 20 10
it 29a
2 22 I„A
m 17 16 IS 14 13 12 11
ass ber 11 ads 4t10 45= 15= 5x12 L41
A85R'Xtll^u=
689 12-29 17-77 2,12-0 20.511 3980
880 548 5113 589 1 6311 LAS
Plel OINeN(XYM- I ' Bat-01 IT0L8 a2-OL 110 x23 az-0I 112'x6-0az-121
LOADING(psg SPACING 2-0-0 CSI. DEFL In (lac) All W PLATES ORW
TCU- 20.0 Pante GOP DOL1.25 TC 0.0 VeIRl1) -0.27 15 > 240 W20 :4,10110TCDL 10.0 Lumber DOL 1.25 SC 0.92 Ve4(TL) -0.6]15-18 N01 180 WNHS 181Y143
9CLL 0.0Rep Stress Par YES WB 0.94 Horz(TL) 0.17 11 Wa nVe
BCDL 10.0 Code FBCWlaVTPI2007 Matrix-MS Weight172I, FT=z0%
LUMBER- BRACING
TOP CHORD 2x4 SP No.2 TOPCHORD Structural woad shadming directly applied or 2-7-15 ad pudina,
BOTCHORD 2x4 SP all excaptendvedlcall
WEBS 21WSP No.3 BOTCHORD Rigid calling dreClly applied or 2-2-0 do final
REACTIONS. plVslas) 11=1328b-S6,'L-1434/0.5-6
Max H.2=91(LC 12)
Max Uplift 11=148(LC 12),2=-194(LC 12)
FORCES (Ib)-Max Comp.IMax.Ten.-All forces 250 ill mleasexcaptwtharmown.
TOP CHORD 2-3=237&430,35=3061/601,5 -3041=1,6-7_WsaNb49,7-8=31321591,
59=220514041 9-10.-2 2 0 640 6,10-11_128626]
BOTCHORD 2-1 S=3992040,16-18=-3W2044,1&16=-61313297,13-15=-512202],12-13_-885tJ83]
WEBS 316=-220]I229,S18=35W139,616=33]15],]-15=11&6](5,]-13=-105/854,
613=-iiiW254,8-12=-164&341.9-12-2]11118,ta12=0492468
NOTES
1)Unbalanced at ON.loads have been consideree font ie realign.
2)Wind ASCE 710;VJl3IXnph(&second gulf)Vasd=101mph;TCDI=5.Op9I,BCD".Op51;0=2511:B-4511;L=3411:save-It.Cat.
11;Em B:Encl..GCpi=0.16;MFRS(directional)and C-C Exlerl-1-4-0 to 2A6,Interior(i)2 O to 680 Ddroor(2)60 0 to
25-6-13,Intedogl)25-613 to W3 4ame;G-C for members me forces S MFRS for reactions shown;Lural D0Ir1.60 plate
grip DOL-1.60
3)Primate ada le coinage to prevent water ponding.
4)All plates are Ml plates chess otherwise indicated.
5)This Wes has been designed for a ICO pat hoKom Groh Ilas two nonconcurrent Win any other live loads.
6)-This truss has been designed for alive load of 200od on Me bauom word In all areas where a rectangle 3-6-0 fall by 2-0-0 wide
W11 fit between Me bottom chortl and any other members.
7)Prelate mechanical connection(by others)of Wss to bearing plate capable of warranting anting 10015 uplift at join(s)except fltdb)
11446,2=194.
QWIIMIWO wer,r ^PrMxfwB ONFIBNmFe Np NCLUOEB MIENBEFPYXBE A ORMOI6BEFa
WKd� aYY'uTMI & t Rh tlefMnaR tl pq 1 Burvm.aMkl WYtlM1 [ t I
M[km �1 -Ma dNWx1 W 1 a'M IM {MLOMIN IMlt° - �'pN e Y -yI k NH - +all.Aa-p rxwn.a n�imc�ena uxe n wro Im - 1 t Iv Aaaln_ I � ar�rL.nm� M11Bk
jojsjImW.. Irsf�Yh in rr«{pandjo - naA ne
kdkulbru shape.aelHavIr—h—rnl rxujrg21ailei. y ,WLmn Is teelnla.p5a.e90.M asst euxan9�p119]IIMr Ssol Parke RL Eas1 sed
ir
b41y Numtllpr aWNYe M1cm e�Hale Inv11Ma.219 N.res SM1eal,suite ell Nexm]b VAY!]IJ. ienpe,FL 3Yla
Job Tees These Type ON Ply
TIX515202
105221h0 T85 Hell Hip GMer 1 1
i Job ReiWence o gonal
Butldinq COmponenl Sul Jadsornille.832258 8.010 a Apr 202016 flTekNeutered,Inc. Fd Aug 191521:032016 Pagel
ID:GoMry9ma01EOYSX?9mYyhpy K1JNG_LSUWrIS1dWWNNN09DByfl c07POdWMF3E
-1i-0 4BU P]-14 iN-12 210.] 2F3b 33841
1-I-0 bB-0 b11-3'1 411-N 6411 62-15 &611
bub=1:5&9
NAILED NMLE9 HAILED NAILED MILLED NAILED MALE)
1t
9.0 12 DO II Alto= 36= w II NAILED mi= NAILED 41_
3 21 4 zz 5 23 s in u] zs n m zee s3 31 3z 9
2
�1
15 33 34 Is 36 123] 38 11 3e 40 41 w
m4 21411 'h411 3fi 3411 NAILED NAILED WE YH MRCHs= Axe= NAILED m411
NAILED HAILED WALED NAILED NVULED NALED
490 B]-10 14-]92 1 21-0] 2i3b 3160
MO 491-14 411N 6 -12 6295 6615 64-11
PlateOfferal 15'0480.2-0I Ifr0.2-80.2-061 'b2A 0-2-01.113'659.02-01
LOAOINO SPACING 280 081. DEFL In gif based IWPLATES [MIP
TOLL 20.0 Mate Grip DOL 1.25 TC 0.85 Val -0.1211-13 >999 240 Mi 244/190
TCDL 10.0 Lumber DOL 1.25 BC o.B3 Verdi -0.3211-t3 >711 180 W20HS fall
BOLL D.O ' Rep Suess lncr NO WB 1.00 Hi -0.02 14 we we
BCDL 10.0 Coda FBC2O14,TPI2D07 McMx-ME Well 150 la FT=20%
LUMBER. BRACING
TOP CHORD 2x4 SP N0.2 TOPCHORD Structural Wcod sheathing directly applied ar 2419 M pudlns,
BOTCHORD 2x4 SP No.2 except and verticals.
WEBS 2x4 SP No.3 BOTCHORD Rigld.Iling all applied or&M oc bmdrg.
REACTIONS All beadrxls 14-9-8 sNa l Ot-me 0)10.-058.
(m)- Mex Al 2=g](LC 8)
Wall All Loi81 W Ib or Less atldM(s)i7,2 excep11O-151(LC 5),2-180(LC 25),18=-112(LC 21),
14-184(LC B)
Max Grav 411$.Mns2WlborlessatiiM(s)2axcap110=1142(LO1),173 (LC1),18d52(LC14),
14=1565(1_01),14=15511)
FORCES gb) Mear Comp.Mlex.Ten.-A1llomzs2W(lb)orlsssemepl Whensho .
TOP CHORD 2-3-1M/d02,3i-73,595,45=1r3,59(3,5-]=1859133.]-6ii-IME 233,
8&8=-210&2]8,9-10=-102&190
BOTCHORD 2-17=-567M.1897=-5gSi 14-16-5960$1314=595111-1�-2]82109
WEBS 317=-551/126,4-16=-27&139,514-1366/25],5-13-32]MIS,]-13=-56820],
&3'3 Mil/468-11-S0M215,9-11-28312182
NOTES
t)Unbalanced root live Ideal Mve been crummered forms design.
2)Wind:ASCE 7-10;VUK=13Ompb(3wcond gust)Vmd=101mph;TCDl-SDpsl;BCDLdkpsf;h=25%B-458;L�4f1;recur 8;Cal.
II;Exp B;End.,GCpllit).18;MFRS hrrectionaig Lhadder DOL=1.80 plate gap DOL=1.60
3)Protide medicate dra aRst to prevent water ponding.
4)Al plates are MT20 plates unless Insureds indicated.
5)The truss has been assigned for a l0 0 psi bodom clot live load nonooncurreot wtlh any other live forms.
6)"This imss has been designed for a live load of 2OOpaf on Me bottom Mord In all areas Mien a rectangle 360 tell by 200 all
still fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of tines to bearing plate capable of wthslanding 10O 1b uplift at)o1n1(s)i]except 0t=1b)
10-151,2=18),16=112,14=1184,2=180.
8)'NAILED'Indicates 310d(0.14Wx3')on312d(0.148'x3.25")tobnalle.For more details rater to MITex's SIT TOENAIL Daren.
9)In the LOAD CASE($)section,loads applied to the face of the truss are noted as trent(F)or bad(B).
LOAD CASES) Standaml
1)Dead a Raaf Live(balanced):Lumber Increase=1.25.Plate Increasa=t25
Unllonn Lords(p8)
Ved:1- -160,3-9-60,10-18=20
Q WMNNO YlrI,yGWpngnnM 0 aIEe ON CE FGEMN]AA I.1ri9samers ea .i
cen'gr trcNtll ,NY WM•M J W9 1 I HJ r 1 - ->' - hulluklwl Mlalp comnKr,anr.rot
Tman
huleon"'" «nneiraM -It.1dootireoml«�hrvhrriImr
MITek'
anion r«wra I«.mwiry v,o mwo.onrmlaF.awtmpaozwa cem..a rary mapocem.l�naee. r«amara aWla.�a�owrsa Ina
krinuaye.eMWery rrecM'n mehmcLporrvagm smi cuts
31 feAuN vdr oA2c31C oSLevuM eOlwunee0aeounr aew P.me E.cer a.
aa.mr.brmawa o.amonom lass labH Ulme.2te N.LaBmear.wb3rzuanreiw.vn2s3ta. *e�.a veno
JOD Truss Tans Type Ory %y
T2316202
ID522T0 T65 Hell Hry GINW 1 1
JOG Ne16 Mira IopGonell
BuilEilp Camp01ren1 Supply. Jacksonville,FI 32256 OYSX?glpr262B KUNG KI5UWrIs . wlt Ftl Aup181521A32016 Pepe2
ID:Gdlgryes4aelE0Y3X?91tlYNrpY'K1JNCLSUWNs1tlwNlxN]xN0?DByR_cO]pKBEsymF3E
LOAD CASE(S) S1enCerrt
Colwen"M LO s Ob)
Vert,23=Al(F)24=61(F)25=61(F)26=E1(F)2&-61(F)21kE1(F)3 -yl(F)31=-61(F)32=-et(F)33:: 4 (F)34=43(F)3Pxi3(F)36=-43(F)3]=43(F)38-43(F)
3?_-43(F)bk (F)41 J3(F)
Q W4gNWp-YNhTXpnprvxrufnrmO..p..oy.urv,XICL UpEp Mn ."ItpYMCE PIOE.11I n.Ip0.YN I66EFONE.1F
cesky Wp1,r—d1'uIRi MIra "--ro.II Mr,—I dAYNees-I—y-.,.klai m lNlW]uY ..,"canry--ml
dwO�q WLLdn.W JglMkole]tiplo gebexnll hctlXg o(�YMAAx4Mmrwabad wccMltl mal�lSCNgreyny lanwrm'.pe—.Gl Lp
tdwolSleWeO hn erMrlrymdlo pevenl cdktMewllGfwYie Corsdd Bby aW%�WntVe.id{glnld plipaice lepadlq lire
IcdkoleM 9d�e.tlNNcry eleclMlmltxaclp dlnlmamO Mm ryalelni..MI puwlh MlelM,p5EJ9 ogeCL MSIpCmIWMn1 .Feb Fwp WM.
9nh WanlwBmaWotle Ir—1— 2 l r N.Lee S1reeL Slle>12 LHmlgl VP8911. 11,FL 19810
Job Term Tress Type Gy Ry
T113152C0
10522TO T66 HIP Girtler 2 1
Job R016MIT (OPXOnaII
Bulldlp Compolwnl Sippy. Jeckmmnlle,R32256 WEOYApr20201py.pMTIlMutthes,Ilw. Fri Aug1X1 oaM4h"ege1
ID:GaOgryBNe01EOYS%1911Yytrpy pDXTJMIFgxBUB611.14 lx%15-814 �4MJymF3D
-1dL R-YO 8315 0615 12Sld 14d-01 15094
1+d 2-1L 4-215 1-51 4-215 2+0 LO-0
bole.1:312
Spatial NAILED
Special _ alibi
e10 " II
4th 12 NAILED
NAILED 4 20 5 NAILED
19 21
h10% �w
hie J
6.W6. 12 BWca,IJ 0
d
2 ]
a [$
,R R2 „ 'e ,D N 9
Rya II NARm IM_NAILED sr12— NAILED 2x4 I
6= 3d=
N41LE0 NAILED NAILED NAILED
NAILED NAILED
21-0 6215 86,5 12314 14494
290 4215 FPt 42-15 2M10
R 0t is KYF 13'0.]-0OSOLI " Etl0al M'0.]-0030L 11IXD3-00301
LOADING(path SPACING 2-D-0 CSI. DEFL In (4-c) Vde6 Rit PLATES GRIP
TCU 20.0 Plate Gdp DOL 1.25 TO 0.48 Ven(LL) -0.OS 10 >999 240 Mn20 24M190
TCDL 10.0 Lumber DOL 1.25 BC 035 Ved(TL) -0.16 to X999 180
BCLL 0.0 ' Rep Stress rxr NO WB OAS Rorz(FL) 0.06 ] has has
BCDL 10.0 Code FBC2OIVTPI20O7 MCWI-MS Weigh:75 lb FT=2o%
LUMBER- BRACING
TOPCHORD 20 SP No.2 TOPCHORD Slluclural moss sheathing directly applied or 3-212 Ori pud0t.
BOT CHORD 2x4 SP N0.2 BOTCHORD Rdid ost directly applied o,108-0ad undoing.
WEBS 2x4 SP No.3
REACTIONS gblem) 2=138Y6S8,]=1:M4N-SB
Nax Hort 2r44(LC n
Max Uplift 2-187(LC 8),7=-187(LC 8)
FORCES. (Ib)-Wo.CoMpMas.Ten.-All forces 250(Ib)or lase encepl man shaver.
TOP CHORD 2-3=8299902,34=2588/404,4-5=-242 89 8 0,SE=2589/4013,6-]=-23D(XKR
BOTCHORD 2-12=-24220D9,11-12--2332001,10.11-329@419,&10=2352002,7A=-2422008
WEBS 311=-103/482,514-1OW02
NOTES-
1)UNalenred roof it.loads have been consNered fortll.design.
2)Wind.ASCE]-10;VJt=l3Unpb(3second gut,)Vasd=101mph;TCDLd.0psV,BCDLs.Opd;y Sft;6=458;L-�4X;save=4fl;Oat.
IL Exp B;End.,OCp1-0.18;MFRS(dire 9wa11;Lumbar D0L1.60 plate grip DOL=1.80
3)Pmvibe adequate dralrege to prevent water ponding.
4)The truss has been designed fa a 1 On net bosom MON Ilm load noncamurreat Min any other live IOadR.
5)'The buss has been designee for a live load of 20.0pa1 on the bottom dlord in all areas Mire a reclangle 343-0 tell by 2-(YO ease
MII III between the bosom MON and any ether Martel
e)Prussia mechanical Ppmedddn(by others)of truss to bearing plate capable of MthstindiW 100 It,uplift at joint(.)e¢apt Qtdb)
2=18],7=18].
])'NAILED'indicates 31 Od(0.1Wl,3F)or 2-120(0.148'x325')me-nails.For more detalb refer to MITak's ST-TOENAIL Ransil.
8)Rosati of Other cormedlon deMce(s)shall be provided sdadent to support wnceMrated I elia)500 Is clown and 111 It,up at
5315,0816 dam and Blb up at 2-10,and 8414-dam and 71 N up at 6-3-15,and 5016 dean and]4811,up at 123-14 an top
dmN. The desigrosdec9on of such connection aevlce(s)Is Ne responsibility of others.
9)In dile LOAD CASES)sedlon,loads applied to the lace Of the Wks are noted as boot IF)or back(B).
LOAD CASE(S) Standard
1)Dead r Roof Live(balanced):Lumber Increase=125,Plate Increase=1 25
UNfonn Loac s(pit)
Ved:1-3=80,3-0-60,4-5-50,58=4-0,58=40,1314-20
ConoeNreted Loads(lb)
Verb 4=S]2(B—T2)5--5]'4(B—]2)12=1(B)11-15(B)10-35(B)9=1(B)19-16(B)20=58(5)21-101B)22-21(B)
23-43(B)24-21(B)
QWAMYIO.YNNpa4npaaa(a=�n4RE4a NOIEa pl rX6 AXa XILLWEa MIiEI(REfER4NCE P<6EM6)4Ja m.I40Md1a 1lPoPEU9E
0.WIWNIUImaYy HT M1eX wmucbrs.RAdetlp�RMmtlunIYLL4�l>"Em,ele¢tl,own.mlklam MYLM dMMpcomppvll.ml
mEawslan.Bebaua IMIyNRq OeCalxn m�¢t vMNlhea,RAIcoGItY o1 tleYa,l*ymawlelsXM gppaaYlaawpXae an ae"lnn arvar—1
Wdlgda491� aatlpY'dcola]kblRePenl Wcaa9o1LM4]rt11MweEm1/a dvtlmambengYv. MiIMr9 MmWW mdhm�aaal lyalq e
btlWaH�eaAedMaYiMuM bRevenladkPe MlhFMtle pnd1d.11LYavJgweMdonm0. Waale�tl pMmce�e9�d9a'e 60W PSIb FM BMtl.
MLMOICA 9aWe.dell✓aY.eretuaf LMac11V aMus[mtl11mM1Yl1tfmANWM1OWy(Alb.M6A Wq lC9 tlltlnYea^V^nerx
raises..
Yoln 11W Rare 1'9a4a.2nl N.LMSIree1.914-]12 Nemtllb.VAYLn1, ienpe,FL 8:1810
JobTlum Tries Typs Ory PN
Tp316200
1062ZT0 T67 Hip 2 1
JW Relereree stri
Butltlirg COrporwNSuppty, JecNcwMlle,Fl32256 8.010EApr 202J16MRekIndustries.IM.506402Aug 1p15DDAD)b0p8ta
ID:Go0g1yes4e01E0Y5%?91dYyttpyHPR0MNL0)5081102n?rIXABCXOxcv)Ifb)�EilymF3C
-14
SU 4315 14-094 15844
� 4a0 5946 4$0 I 5615 1d0 �
SM.-127.8
Specbl
AID Metal
X11
s 4
a0DI2
E b
16
5 aa
2 8 �a
8
3B4= 'h4 I I
44-
%4=
6415 49.15 uau
5415 439 6415
PW ofNem an- rsoda o-z-0I
LOADING gal SPACING- 200 CSI. DEFL M (loc) VOee lb PLATES GRIP
TOLL 20.0 Rete Grip DOL 1.25 TC 0.30 VerALL) -0.0.5 )8 >999 240 MF20 2"lw
TOOL 10.0 LumberDOL 1.25 BC D.w Ver"l -0.12 )8 >999 130
BCU- GDRep Slraes trim NO WB 0.06 Horz(FL) 0.00 5 Ne Na
BCDL 10.0 Code FBC2010?PI200) Matdx-MS Wall 63 to FT=20%
LUMBER- BRAOI
TOPCHORD 2x4 SP No.2 TOP CHORD Structural wand small directly applied or4-19 M yuims.
BOTCHORD 20 SP Ho.2 BOT CHORD Rigid cdNng directly applied or 9-391 oa bracing.
WEBS 2x4 SP No.3
REACTIONS ditail e) 2=115UO58,5=115810.5-8
Mas Hoa 2 (LC 11)
Mex UpIB z=164(LC 12),5-164(LC 12)
FORCES. (IDjMex.Comp.MlNtTen.-Allforces 250(ID)or leas excepl wfian shown.
TOP CHORD 23=-t9D2y552,3d-1642/52),4-5-19021552
BOT CHORD 23=395/183),)8-39311642,5-)=402/1633
NOTES
1)Unbalanced road Ilve Ice05 have Dean considered for this design.
2)Wind:ASCE 7-10;Vol 3Jmph(3second gust)VMtl=101mph;TGDLd.opsf;BCDL=5OpsC hi B-tSd;"40;eavedR,Cal.
II;EW B;Fact,GGm=0.18;MFRS(dlreclicoal)and C-C Etletlm(2)-14-0to 100,Intedat(1)1-6-0to 5-0.15,Esbil )5015 to
8315,Inte osh)13-108 to 15-8-14 wm;C-C for members and forces 8 MFRS for reactlo05 shorn;Lumbar DO1=1.80 plate
fine DOL-1.60
3)P. deadequate drainage to prevernwatx poculing.
4)TMs muss teas Dean designed for a 10.0 pal Loden all IN load ncnmrcunent BMh Intoner bw loads.
5)'This Inks has Dean assigned for a lire Intl of 20.0p51 on the bottom dcN in all areas miss a leci le 30O fail A2-00iii
will lit between th bodam chord end any other menlb6e.
6)Provida mechanical connection(by others)of trues to bearing plate capable of wiNstanding ton to uplift at jantbu except(tldb)
2=164,5=164.
7)HarMis)or other connection device(s)EOMI be providetl sueldent to suppon concentrated load s)500 th down and 157 ID up at
50-15,and 50010 dam and 15710 up at 43-15 an lop chord The drwigna slectlon of such connection davlca(s)Is the
beep rablilb al anter
LOAD CASE(S) S1arMard
1)Dead+Roof LIN(balanced):Lumber Increase=l 25,Plate Increase-1,25
Uniform Leads(pl9
Vert 13=80,8-4=8D,a6=50.9-12=-20
Commmeletl Loads fib)
Van:3-5004=500
A WUN'Ma-ami ave 1—m4 sada B cua PV 1X15 i..,.as REFERIMCE B<aEMR iIIJrev.fa91TlI5 BEFWiEf/SE.
roe
de Iwuwo1ry wlm MIIerMPconmdm.RM-in, k[onaYdYy "No,amen Brown. 0 Kie�mcmc."d MrMYp canM�nl,ml
naheM. ba rD.I .W'.Dmmmmusrnpcf ryWc[. aria/.�rm�elenm]prcCeDBb�'uex��me Rh cY.Y�rnlo nre overall
WdrptleriDn. Haeip h9cdntl k maucce tlYreotlM�M lln®weba✓J/a 1pramem�nodv..--a rempvayaNpemwrenidWrg e
k dwuyregounroiaMBl.andbp—a ho.MID . �Mi,seaBJmalQualls, . . .an de.ardNdrq er^
sone, TilwWe.Ol..a .D Gm9 21..a m]MnM "re6V191/1PII VWvo CMMo.DYJ9aq BCL BAfrq<OTMnne 800 FL FMD
SdNy eMnpbn avdWe Ban mus Rale YUOBIIe.RIe N.Im SBeei.Llle 91R HewMb VPYl31G. Tanpa,FL MID
Job Tnms T.Type Ory Ply
TB315205
fo522TO T09 Jacx Open 1 1
_ J R I l tonsil
Building Component Supply. JacksNFI 2256 0106Apr202dkb
Mg 1915 g016 Pagel
fDGo0gy9EOY % BtdYyWpy-HPRNfNLO] 409pS1W7pjb]DEIImF3C
40
S1.0
1-0-0 51-0
6rala=1:18.0
a
6Po 12
ppd
B P ^
2
a
da =
S1L
s1a
P1M allele an-- 12 coal
LORDING(pal) SPACING- 2-0-0 061. DEFL In (Ix) Vde9 Lb PIATES slip
TGLL 20.0 Plate Grip DOL 1.25 TC 0.32 V all am 0.J x999 2b MT20 214/190
TCDL 10.0 Lumber DOL 1.25 BC 0.26 Wardn) -O.OB 4-) a)00 100
BCDL 10.0 CodaFBG201MPI200] MaNx-Mtall YES W13 � Horz(IL) 0.00 2 Ne Na Weight.1811, FT=2090
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOPCHORD Saarland!wvml sheeflag Mai ly applied or 54-0 do puifind.
BOTCHORD 2x4 SP No.2 BOTCHORD Rigid de111ng already applied or 1000 Bc final
REACTIONS. (MAN.) 4128Mechanlcel,2=291Po-SDI,d--63RAecM1anical
Max Hort2li (LCa2)
Max Uplift 3=47(LC 12),2=56(LC 12)
Max Grav 3=128(LC 1),2=291(LC 1),1--92(LC 3)
FORCES. (Ib)-Max.CompWanTen.-All foross250 Md)orlme Mrsed WM1en sM1ONn.
NOTES
1)Wing ASCE 7-10;Vuh-130mph(3-sewed glut)Vasd=l0amph;TCDL6.Opal;BCD"Opdf;ft25ft;945ft;L1G0 save-4t.Cat.
Il;EV B;End.,GCpl-0.10;MFRS(dirldr ona9 and CL Exteh0r(21-14 Of.1-",IMehohl)1-&0 to Sd-4 tone;C-O for
mamDees and tortes 8 MFRS tar reacDons shown;Lumber 00L=1.60 plate gap DDL=1.60
2)This puss has been assigned for a 10.0 lost bonwn chord love load n0dwonEUneM with any other Ilve loads.
3)'TMs tides has Dean assigned for a Ilve load of 200p f on the bottom choM In all areas where a rectangle 3-6-0 tat!by 20o wide
wilt fit between the Whom chord and any other members.
4)Refer to Siders)for added to cruse connialons.
5)Provide msctunical Gonne tion(by offal M hada to beating plate capable of withstanding 10016 uplift M jolnt(s)3.2.
W4RNML VM4'4�MI^P^'^MwvtlaFAn NOrE90N
Tali AoU00 nMIIENPEFEMHCE GI6EM)119nv.1-11 Md` EY9E.
wXtl lwuSeo SMO MIak6«minx toiS.INSMLnnktrnetl oNyuwmf �^ImsBw_'UndufwmlrvJMlu-A la�tllre ccm[wrenf.ml
asse m.�I .Ma IZMdna Ca$Iw inner v. lee aF an ft1Vola4Lm fxv—tanaWpeMlvlrcuwlrale R8N11dI e4o n¢oveliLl a_.'-v.E.
burdlp 9«NlrcltadedkMwe,«nf[WYYpWMMdld amneba'[llacdnrvlmenM« MIY...,dlbrcxdanpwayaopre x�,i.r, MiTek
a Wwan�w.Mea WMtlYlNalafo Rewnlcdlgaa MT oomole oaNua Mry as wmadvmnroe. roleanaal asjaw le9aenre eY aloe.
pl'xtofknilaaae.tlelNalY.el .—Hat arogua 111 teadunairypemx raBVIdIRN also Glxwlu.Ddada>l4Kdl llpl9Cmpwwlll Seo v
srlMr Irlamaam Yuma nom nlelrrna ndllYl».zla x.t.e sxeal,sxre 31 z.aaanla vwzzala. 1a�maa esslo
Job Tam Thus Type Oty Pty
8315206
10622T0 T]0 Jxk-0pen 2 1
Job Reference tiaM
Bliltlilg Component Suppty, J0Cy8011wI1a.Fl 32258 EOYSApr262(I18e Tek IM RDsj,Inc. Fd Z?-B1531:062016Pg1e1
ID:GWgryB54e01E0Y6%'tBidVytrq lc_Wu20zmRDeISICEVWMZR BOxreaMDlIZOEBymFSB
-IV 556
' 1-SS 556 '
Saue.1:1]0
3
S.SG 12 WALED
WILED
B
2
9 4
WILED
NAIIID
S5f
S5d
LOADING W SPACING 27 Cbl DEFL In (la) gde8 W PLATES GRIP
TCL- 20.0 Plate Grip DOL 1.25 TC 0.53 Vm(LL) -0.03 4-7 x816 240 WIN) 244/190
TCDL 10.0 Lumber DOL 1.25 BG 0.31 Vm(TL) -0.11 47 >555 180
BOLL 0.0Rep Stress Ina VES WB 0.00 Ilorz(R) 0.00 2 We Na
BGDL 10.0 Code FBC2014RPI2007 Naomi WSIght:201b FT=M
LUMBER- BRACING
TOPCHORD 20SPNo.2 TOP CHORD SUrso rel wood sreathing drmlly applaul or 6-56 co pulkns.
BOTCHORD 20 SP ND2 BOTCHORD Rigid ailing daectly WiieJ or 10-0-0 oc bracing.
REACTIONS. (Ile/subs) 3=13]iMecbenlw1,2�14PoS13,0�)MkcllanlW
Max Hoa 2=101(LC12)
Max Upllll 3=-46(LC 12),2—fi3(LG 12)
Max Gray S=1 37(LC 1),2=314(LO 1),4-BB(LC 3)
FORCES. (lb)-Max CompJMex.Ten.-All lomes 250(1b)on less esepo ether shown.
NOTES,
1)Wlrud ASCE 7-10;Volo=l3Dmph(3 cond gust)VBsll=101mph;TCDL=5DPad;BCDLd.Opsl;b25f1:B-4511:L248;save=4a;GaL
11;E1¢B;Eml.,30pib.18;MFRS dw lonel)and C-C Comer(3)-1-55 to 2-9.9,Etle for(2)2-9-9 to 54-10 zona;C-C for
members and Impose 8 MFRS for reaabns souM:Lumber DOL=1.60 plate gulp DOL--1.S0
2)This buss has been designed for a 10.0 psi boltoth could IMe load ncraMurreM Win any other Ilya leads.
3)-TMs tus,has been designed for a Ilya load of 20.0ps1 on the reform drool In all areas Mere a rectangle 3b fall by 2-0.0 wide
Wit fit beteaen me bofbm cord and!my other roma ls.
4)Refer to gilder(s)for truss to muss com-minus.
5)Protide mecreMcal whim on(by others)of truss to healing plate capable of wholesaling 100 ib uplift atjoim(s)3,2.
6)'NAILEU'Indicates 2-1 Ed!(0.146'x3.25')loe-reals.For more debate refer to MTek9 ST-TOENAIL Detail.
1)In the LOAD CASES)secilon,loads applied to the face of the more are reled as front(F)on back(B).
LOAD CASE(S) Sheri
1(Dead a Rool Live(balanced):Lumber Increase=l 25,Plate Imcreew=f.25
Uniform Loads(pug
Vert:1�-00,4-5=-20
Goncenbated Loads go)
Ver:9=-0(F=-0,B-0)
Q
lo
waaxma.v.msamBlax.eno.�eaurrwlEs ov mMAxr wcBuo6p Mrtx nFSEx.4xca asasrm.rmmloomrs eawxusa
W9yn wla g un«xv bin WIeA�<mrecM.IMCsly, 0b"I"A",
ioen—ers l— .eM al«, 1r.lbAakpc«ls«she tui
emDooeo eel«eaw.11wwLwaeaww�inial vane Ire rIwII<L9n of ae4P�Iv melee ' wecenv ,fm«ale Iwdar4ro Il.lo
eAw"a.rrsauua` IkcNBavaaoro°w e�eel+r�vreAlnPreva°�`me"``roau��vssmxme�lhe Ivr<ne MITBk'
,o,s,1krt sl.x'uA.alheiY.dremr aada<rBM Ia..Los, m<ayxenc aseAXWIN f4MMMCIIW,DSeOV aq BCA lutlnYCmVuwnl T FL
FY 9M.
]yNy INnn�Wan awA Lis M1an Th®M.MBkAe.RIB N.Iee SM1eal.Salle 31 R.Nermdh VR2R]I<, terns.FL 3'd10
Job True There Type DIY Py
TB3152W
10522TO T]1 Jack-Open 2 1
Job Retmax,.(o (Doan
BWltlinpConryonRli Guppy, Jxke0lWlll9.FI32258 60ySV,91dyytW1c RWo mRNjjSlmM Aug1B1&aw 20oEBymF 1
ID.Go00ryW4e0E0Y5X?81dYy1my-Ic WNO)mPDSISICbVWMZ73UOMeeeomKOEBymF38
1d 0 b141
IdL labii
Stele 115.7
3
600 12
e
2
t
a
Sor=
b191
bYll
LOADING(peg SPACIP4G 2-00 CSL DEFL In (loo) Irde6 Ud PLATES GRIP
TCLL 20.0 Plate Grp DOL 1.25 TC 0.18 Voll(U-) 0.02 4-7 >999 240 MT20 2W90
TGDL 10.0 Lumber DOL 1.25 BC 0.16 Varfil -0.03 4-7 >999 180
BCLL 0.0 ' Rep Stress lncr YES WB 0.00 HOrz(iL) 000 3 Na Na
BCDL 10.0 Cade FBC2014?P12007 Mamoms WMgM:1511 FT=20%
LUMBER- _ BRACING
TOPCHORD 2x4 SP NO.2 TOPGHORD Sbuomal Ymod sheathing dimlly applled or 4-1-11 mpu0lns.
BOT CHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applled or 10-0 0 ce brado,;
REACTIONS. (INsdrr) 3=101AAedwNcel,T256458,4=4BM1echeniwl -
Max Horz 2=88(LC)12)
Merz Uplift 1—W(LC 12),2=5)(LC 12)
Max Gray 3=101(LC 1),E-256(LC 1),4=74(1-0 3)
FORCES (Ib)-Man.CRnpJMax.Tan. All forces 250(Ib)Or less except omen siawn.
NOTE&
1)Wind:ASCE 7-10;VWt=l Wmph(3-eeCWld gust)Vaud=101mph;TCDLd.OpM;BC0L3.Opsf;R 5A;Bb5ft;L=2411;eave,111;Cat.
ll;Exp B;End.,GCp�0.18;MFRS(directional)and C-C Ebedor(2)-1-4-0to 180,IMedoi(1)18010 b0-15 zone;"for
manatees and tortes 8 MFRS for exams shown;Limber DOL=1.60 plate gap D01=1.80
2)This truss has been designetl is a 10.0 psi eotlom chord live load nonooticurrenl Sigh any other live loads.
3)'This tNss hes been designed for a live load of 20.0psf m file bottom chord]In all areas Shere a raGangle 3 D off by 2-0-0 Wds
wit fit between the boham read a1M any other members.
4)Refer to Stollens)for toes to truss CClIrKCllons.
5)Rode mechanical oomepeon(by offers)M truss to beading plate capable of vnMstanding 100 in uplift aR.Inda)3,2.
YWusever VaNfjEWpn p,emananantl NEIe NO)¢a g1lNS ANO WCL UOEO MI/Ex PEFEPANCE IIUE NP)IlJrer.lO0Yf016IffOIIEVSE
patlpn Mltl Iwtae oNyween MIIMP➢wows,, elft MW1n NI/.xd oney .1 Sin.a po Ido lox,,— hedominsenl.ml
Mmap@m.0elwe ue.Ile MLJpdeW��W muslvuXV Ills NCRMIIyoldsi�II.,—aM RoealYM:ppttow RAdekxnWbina ove'UL
aauwll�rnmcwm•+nlamLvalN�wmQ�b�aor�mminan�onv.emwlalWaeo,wawpamb�ealadN M) ek'
e Rwara�o dooxa, rl?IIIY waxy Roeonloxedof wreav,o Mori exon
nnor atl Ro@aaai,, e. Fa�ladd win loelox—on BBW PeN F-1 aNtl.
Asset, irwlWa.tltlxdY.—.WJ U' 9o1L�mesaw Mn eves . WART o.mtM' a.a9i9aC N'N aIMY�onVollxlr
aWly IlEampbl aW2N Yen 1v noes.RIBN.Iee 90eo1.9M31 R.IbmMh VRR?IIE. fent).FL 51510
ob Toa I.Type
JGly Ry
931 208
J, T0 TM Comer Jack 0 t
Jab Pee erka f Industril
Building Component Soppy, Jeckwndlle,Fl322S6 8.EOnX?Aar 20201aMITaft l PbMgn,Inc. Fri 2JAug191NlL R018Page1
IDGo0gry9e4e01E0YS%?910YyPpy-DOYu6LPbX14Lb108C2J1n%GPQkLN1A02RILm0ymF3A
88 22-11
2211
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3
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d
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LOMRG(path SPACING 24 CSI, DEFL In goc) Ydall LPo PLATES, GRIP
TCU- no Plate Grip DOL 1.25 TC OA2 Ved(U-) -oN 7 >%Q 240 MT20 244/19D
TCDL 10.0 Lumber DOL 1.25 SC 0.03 Ved(TL) -0.00 7 0999 180
BULL O.D ' Rep Stress Ina YES WB 0.00 H.,4(TL) 0.00 3 We We
BCDL 10.0 Code FBCWl,VTP12007 Wmx-MS Weight 10 lb FT=20%
LUMBER- BRACING
TOP CHORD 20 SP No.2 TOPCHORD SOucWml wood sheathing directly applied orY-2-11 oc purilals.
BOTCHORD 20 SP Not BOTCHORD Rigid wiling directly applied Or l0-0-0M bradng.
REACTIONS. (Iosa.) 3=93M1echaMcel,2=19Y658,4=1&M1eManlcal
Max H.2=51(LC 12)
M.Uplift 3=-1 HIUC 121.2=58(LC 12)
Mex Grey 3=43(LG 1),2=195(LC 1),4=35(LC 3)
FORCES. (Ib)-Max.CompAM®.Ton.-All lolws 250(1b)or lees except when seen.
NOTES-
1)Win:ASCE 7-10;VUk=130mph(3-sewnd gust)Vasd=101 mph;TCD"Opal;BCDL_-5.0psl;h 511;B-,159;1_24ft;gave--Aft;Cal.
11;Exp B;End.,GCpi-0.18;MFRS(Etrectlonel)an C-C Exlalor(2)-1-48101-7-8,Intedor(1)1-7E to 21-157ane;C-C for
members and lakes&MFRS for reactlons shaven;Winter DOL=1.60 plate grip DOL=1.80
2)This buss has been designed for a 10.0 pst balloon cord live load ranwncurrent arm ary other live funds.
3)-TMs truss has been designed for a live land of 20.0pef on the bottom shod In all areas sman,a rectengle 3S left by 2-D Dwide
Mil In belevi the am.clwN and any ogler members.
4)Refer to gllder(s)for toss to imss connections.
5)Provide mectlanlral cormecam(by others)of Ino to bearing data capable of Withstanding IM Ift uplift at join(S)3,2.
Q WI.- 4/w)rl pit—t—v]NIAa NOTE4 da 111BM'ONC.MIExeWYNCE PIef NeTas m.ltai a 90ee.
L§µm Wtl in,u"e WY Wm MIak&ccmwcbS.Rh dxhgl6b dcNy,—n por—Ors9wwn and n lam MN[Iuol dAnind lxx�enl,rut
hlmiytem Celwe uw.ItndwAgdeYJlrer inlet uetlN lin gTAkMlyol Cetlaarv�nntersmd IXopillY Fuwrdare Mhdufbn Tloll¢owzill 1'
WrlrgdsY911. ®actq tvkaletlkto weyenl lu[:YMI OIMWMwswepaM/d clwtl memlmaYY.N%fYarzM TemwnayaW nemv�enl M[cI1B R•
h .,U,ax"`sror5kdllY UM. nn bcdlgtelMmw aPe`+ayal laxYadwcPolla istry . fa9elnytl Pbmce Ieng Vv nn
rmkenon elorap�.aeuarv.e,eewnmeemnw al,.ss�mell�mle,n..ax,xvmll awNCllww,osa.esola acs ww.9 cwllPoll.n wa✓elo F..t9x'e.
3afMytrxpnrM.l avtlQie M1an Ilu PabeGMe.RIB N.Iee STeer.SJIe 31201ezaWlb.
1PYl]1C. Telrpe.FL 38510
dab Trllsa trues Type Dry Ply
931SN09
WMTO TTJ Jazk Open 4 1
LieReferenceTonal
BuiNlrlp Component Supply, Jeckwnvi116,Fl32256 0IEOYApr2U20r Dote n�smes,IwK At01915NIAWRILR"pa1
ID:Go0gry954010-15 1P1dYyepy DDYueLPo%ILfID109C2JIN(ESgkONIA02RILnIdymF3A
-PS.A 2616
1-6d 2015
&a1e=1'.10.1
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2
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2015
Plate OAse6 MY)-- 12'0.0.3,0.0. 1
LORDING(Pt) SPACING- 2-0) CSt DEF- In gw) VOefl Utl PIATES GRIP
TCLL 20.0 Plate CHP DOL 1.25 TO
0.20 Ved(LL) -0.00 ) aB'd9 24D MT20 244X90
TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(TIL) -0.00 ] a999 130
BOLL 0.0Rep Sears Ina YES WB 0.00 HOO(R) 0.00 2 Ne Ne
WDL 10.0 Code 1`13=1MPI200] Netrlx-MS Weight 9I FT=20%
WARIER. BRACING
TOP CHORD 2x4 SP No.2 TOPCHORD Slnctund aootl s11ae0Y1p dlrectly applied or 2-0 15 oc purins.
BOTCHORD 2x1 SP No.2 BOT CHORD Rif calling clrectlyapplied or 10-0-0M bradng.
REACTIONS. (INaDe) 3=36RAecllanlmr,2=197/05-12,4=1U nanloal
Malt Hoe 2=W(LC 12)
Max UpIPo 3=41(LC 12),2=71(W 12)
Max Gray�W(LC 1),2=IW(LC 1),4�31(LC 3)
FORCES. go)-Max Comp Max.Tea. Al forces 25D(let or tau except Man sawn.
NOTES
1)Wind:ASCE 710;Vdt=130mph(&sewn goat)Vutl=101mph;TCDLS.Opsl;BCDLdap d;I=25h;13�5h;L-,Vf'eaye=4h;Cat.
Il;Exp B;End.,GCpi=0.13;MFRS(Olredlon if and C-C Coraer(3)2one;C-O for members and fmwa 8 MFRS for relations
shown;Lumber DOL=Leo pate grip DOIa1.60
2)This Imes has been desgnetl for a 10.0 pst bottom choral Ilw load nonwncurrenl vdlh any other live loads-
3)-TNs tress ns been deigned for a live load of 20amt on Vle bottom chat in ell areas MGM a rectangle 360 tall by 2-0-0 MIG
Gill M between the Ood.clwt and.,other members.
4)Refer to girder l for fuss to 1.connections.
5)Provide mecnnlcal wnneaton(by otllem)of Wu to too 1p plate capable Of witfwlening 1001b upllh at lolet(s)3.2.
Q WIRHAYe-VaMVEWpnpnemervexq RFJa XOIEe Qy IIMSINa YiCLUOEa IMEF REFEN4NCEP1aE W)IAm.IOOYlOI6BEFOREUSE
�aT Wltl Id us wlmy whh NIINW mmclw.c IMrRL�k MfcJaYYurm Pxrnieln¢5�oxm.rMl ala m MWxd WrtlWj caolrr�nt rv+l
6 aimsyelem Exrmn IMb.YdrpdmlJlermr¢I VMNIrn gr�JEWalyoldeLpn pamurinrs�gcpe0YMM^raR Aa MisY1n iiia hwuvei<YI
Rdlq dect)naOcMh'Jcandalo Peveni WCYIIN enrcWMW Mlswebatl/d AYwU membasaJY. M]IIwM IemPaW Td PvmarenlMa'aq MiTek'
Wmysr¢QJretl lq biKRlypglo Pa�'wllcdlq.�Wlh�ra6drl MEvmdgweMdun.ye_ Idgerlard plWlcerepaQylRre 6aD0 PaM1e Eeu BM4.
AYxtralvW9.UHMarv,erectsm]IxMgof Inasadlnmryilmu aaIXWI%I6dhalx .aSaJima aCA FrMrYCompMv't
Byeh lra agrnyltn myktlp adnlnes Mie MM0a 21BN.lee SllNl,yM31 R.Noxa Tia VhZ2J1E. i,.FL 3%10
All Trus Truce Type OlY PIY TA915210
10622T0 774 Jarrell 1 f
Job Rel..11 lienal
Bulld'mp Component 6uppry, Jecesornille,FI32256 dfplpf EOY 9fid016MITeilmldEi2Tulnc. Fd Aug 1A1961JOA2016PeAe1
ID:GOOyyBSCe0fE0YS%RpitlYybpy♦t_6GJIIPE12TazISbryZY4 4N%EOg6UOeH52vJ4ymF3B
S1-0
S1-0
Saab=1:178
2
a.0 12
7
1
3
LO=
S
Sid-0
LOADING(pan SPACING 2-DO C8L DEF- In Q-) Udell WPLATES OBIP
TC11 20.0 Plane Gbp DOL 1.25 TC 0.35 VeQLL) 0.04 38 >WB 240 MT20 2W190
TCDL 10.0 Umber DOL 1.25 BC 0.28 Vari -0.09 3-6 A75 180
BOLL 0.0 Rap Stress 1. YES Will 0.00 Horz(R) do®r 1 We Ne
BCDL 10.0 Code FBC2ol47TP12007 Matrix-MS Wenw:16b FT=2
LUMBER- Snuff
TOP CHORD 2x4 SP Ni TOP CHORD Structural wood mmthing dimeciy applied!or 5-1-0oc Poi
BOTCHORD 2x4SPNo.2 BOTCHORD Rigid ceiling drectly applied or t 000 oc bradrg.
REACTIONS. QGslze) 1=2016 -13,2=133rMach.ica1,3�anlcai
Max H. 1=Y1(LC 12)
Max Uplift l=-3(-C 12),2=-51(LO 12)
Mex G.1=201(-C 1),2=133(1-01),3 (LG 3)
FORCES. Qb)-Mi Comp.RAax.Ton.-Allforces250(Ib)orlessexcept wren slwwll.
NOTES
1)Wind ASCE 7-10;Vu0=13pnph(&second gust)Vasd=101mPh;TCDL-5.0PNp SCDLs.opdf;b=25ft;B-f5ft;1-=240;veva=41;Cat
Il;Exp B;Encl.,GCp1=0.18;MFRS(directional)and C-C Eldeniw(2)0-0-010 3 ,Intedor(1)M4)to SOb.;C-C for members
met to.&MFRS for reaction.moven;Wolper DOL=180 plate grip 001=1.60
2)TNa truss has been designed for a 10.0 W bottom cWdI live load nonconcurrent v41h any abler live loads.
3)-TOIa Was has been designed In,a live load!of 21 on the bosom aloud In all are.mere a rectange 300 tai by 2-0 0 wide
x111 M between Ne bottom cul antl any other members.
4)90.to Ain a or)for truss to truss con mnor .
5)Provide meManical connection(by olli of Vers to bearing plate capable of Withstanding 100 In uplift Id lolnt(s)1,2.
Q WIMNNa-YweyCWen pavn.Y.eM.aE.e ablle be i16.Wa IICLUaeb YIIR PF£EA4NCE 1Iaa M7lAm.I.e.Y5E
WT w4]Iw u[s^riYMN MIeL6ccnwcK2 RimltlP�kb.>�MYaP-n Wm,eia59gn�m]hMmM1ulMMd dMIrV Cdr�Paani,m1
Inm eY*bm.Paha ue,ll'e d W Itl U 'em nxai meiln IM®k tlm«dater�ariBl&S a'tl pcFedv FM>aDw nth Oer4r Ma Iib OVeN
WOrc fromemoned e'/areluWV aYYMtArtl NswbbatlluclKKEmentl'mnN'.M,bYI 1MnPuuYaMpamgraMga'Lp
t Mita 9%mFMOd Er�� old BOMM inial+�WI/plRl f\rrMC MC.oud9arJaCNY rMIPC a deve .reSeeli
1My II/pnptl.n W/12'leadn Irialble NIMM,11a N.lea S.eeL 9M312 NmaxfYi VA2D11. T.I..FL.1.
JabTws Truss Type CRY ply
TB315211
10622TO W6 Jack Open 2 1
Job Reference l)
Building Component Supply, Jacksonville.F Mae B.010s Apr2020t6MITeklndadnas,lro. Fn AW1g1521:UB2016 Paget
ID:GoJggQe4HHEOYW9I Vybpy h BGJhPEi2TnlStTv2Yq CMHE?WUCBHS2 MMF39
658
6%
S Ie.ft].5
2 ppa
d
5 64 12 B
NULED
I'lui
T
a
`m ^
1
e L 3
MED
NED
,el
66a
5.5.6
LOADING Ulan SPACING 2-00 CBI. DEFL in (loaf tell Ud PLATES GRIP
TO 20.0 Plate Grip DOL 125 TO 0.43 Va8(LL) 0.07 38 a8W 240 MT20 2W190
TCDL 10.0 Lumber DOL 125 BC 0.38 Ved(TL) HAS 36 >506 1W
BOLL 0.0 ' Rep Slmsc lncr YEB WB 0.00 H.(TL) 0.00 1 Na Na
BCDL 10.0 Gods FBC2014RPI20W Ma1tlx-MS WelgM:17 lb 17=2096
LUMBER- BRACING
TOP CHORD 2x4 SP No.2 TOPCHORD StmcNrel eo .Nudhing dnetlir applies 666 oc puffins.
BOT CHORD 2x4 SP No.2 BOTCHORD Rigid cellllq already applied or l0-00 oc bradng.
REACTIONS. goal.) 1=Y18bL-14,2=145RAx11enlca1.3=80rA1ecflaniwl
My HOG 1=)2(LC 12)
Mex Uplift 1=8ryG 12),L--52(LC 12)
Mex Grev 1=226(LG 1),2=145(LC 1),3=1 WiLC 3)
FORCES. gb)-Mex ComplMax Ten.-AII forces 250 Ub)or Nss except ellen shown.
NOTES-
1)Wind ASCE)-10;Vu t=13Olnph(3-aecond gust)Varect 01 mph TCDL-Z.OPM;BCDL-S.DpsL, 25X;B,151p L=24f1;eavo- ft;Cat.
II;EV B;Encl.,GCp)�.18;MW FRS(alre Imd)and O-0 Colrlar(3)P"to b2-15,F edor(2)4-2-15 to 6490 mne;C-C fol
mrenbels end forces&MW FRS for reendme.main;Lumber D01=160 plane grip DOLI.W
2)This truss has bean designed for a 10.0 fail bottom chord Ilea loan normanewnem with am,ogler Irve loads.
3)-TMs Lasa has bean daagned fora Irve load of 20.0psf on the bMom choM in all areas ether¢a reaangde S66Iail by 2-06 Wax
x111 fit WM en the bottom a rd am anvdher members.
4)Refer to geder)s)for truss to buss connections.
5)Protide mechandcal connschon(by otters)of luras to beam,plana capede of withstanding 100 lb Vill N)dnt(s)1.2.
0)'NAILED'malodes 2-12d(0.140°65.25)toe-nails.For mora&falls refer no MITekS ST-TOENAIL DOW.
7)M the LOAD CASE(S)seabn,loads applied no the lace of the Innis me Wed se front(F)or bed(B).
LOAD CASE(S) Standard!
1)Dead+flood Uva(balanced):Lander lmrease=1.25,Plena Increase-1 25
Uniform Loads(pill
Vert:1-2=60,3i=20
Concentreled Losses Qb)
Ved:(F_-20(F=-10,8=11)
Q gpll eW t q LLUOEa MnEx aEfEPRXCE FIOENMIInm Ie0YAI6 BEFOMY¢
✓kl! r - i N4 uryn p'awmhe sYuwn.«Mrs lomMlNWd WOI,c«nfM'pn.mr
.w:aA�ry m«qn nw«nor. awww»vnwm«ale ma ruMo ma o��w
I X: .w, l I'..r xl tan dna pYn mea«Lmrn�a«ane «wv enax«a lema.av«.de«Xba�mrnrlhw g�('
IM µ r 4wew nssal .W-1IEYWpM+easety "�. loD pare d9Y' e�fung qlM
rMi sn 1 Y1-� don en1,1 ol .mhl ryL 'aMN9/IRI MISCMwb dHd9 m]aCLWMna f:«nNnEnl T hb ErI NM.
falMylNa a w 1 RW I nMx.] NL Skean Elle J12 N9sWH1 VRY1]14 TEirya.LL 3%le
Job Thea T.Type ON PN
wuzlz
10522T0 TM Juk-Open 2 1
Job Rel ( - all
BWldlp Gomporem SuppN. JecksorMlla.Fl32258 - Ob10cApr202018eWl lntlMb%VM Fd Augie1S21:OBl Paget
I-:GWgIyes4e01EOVSX'IB1tlYytrpy-BBBeW10s3MDRavOnHtl4nNGdaMdOQxgIWII15rWymF38
61-11
61-11
Sub=1:118
2
Gab FIT T
1
3
h4=
N-11
H-11
LOAgNG(pelf SPRCINO- 280 CSL DEFL In (loo) Weft W PlATE6 GRIP
TCU- 20.0 Plate Gold DOL L25 TC 0.22 Ved(LL) 0.02 M >S88 240 MTM 2HNS0
TCDL 10.0 Lumber DOL 1.25 SC 0.19 Vad(1L) -0.W S8 >59S 180
BCLL 0.0Rep Sloss lna YFS WB 0.00 Harz(TL) 0.00 1 Na Na
BCDL 10.0 Cade FBC2014RPI2DO7 Nmr.MS Weight:13th FT=20%
Will BR&CINO-
TOP CHORD 2M SP No.2 TOP CHORD Structural wood sheathing dlocty applied or 4-1-11 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling directly applied or 10 0 0 do bleeN.
REACTIONS. (INeize) 1=16M418,2=107/Mecharecal,a=5&RAechanical
Max Har[ 1=59(-C 12)
Max Uplift 1=8(LC 12),2=41 g.0 12)
Max Gov 1=1MILC 1),2=107(LC 1),3=M(LC 3)
FORCES. Ql)-Max CampJMax.Ten.-All lorwe 250 gDJ or less exmpl Miensmwn.
NOTES-
1)Wind:ASCE 7-19;Vd t=130rnm(S-sewnd pat)Vasd=101mpb;TCDL=5.0ps1;BCDL5.0pat M1¢Sft;B=45ft;L141t;eave=4lb CeL
II;Exp B;End,GCpl�.18;MFRS(dlopllonai)am C-C Exle1m2)000 to 300,Interest)3-0-0 to 4-0-15 zone;C-C for
maniere and forces&MFRS for addess smear;Lumber DOL=1.60 plate grip DOL=1.80
2)TNs truss has been designed is a 10.0 psi.nom chord live load nonmlcurrenl Min any other Iive loads.
3)'This thss has been designed for a live load of 20 0psf on tee.nem cned in all areas where a oatanpe 3B0 tet by 2-0-0 Mde
will M between the Wit.card and!for,otlla...be..
4)Refer to gide(.)for buss 10 truss conneclians.
5)Presidia meohenic rl connecllon(by others)of three to laming plate capable of MthaohMing 1W to uplift at jolnl(s)1.2.
tlo,Mokj i, ory tly wt,,rxnn nwrO iteed¢NiMtxxed Ljr—Ixs Rtema am
Y h) oh.,tuoi 9EFOXE a9a.
IXA(In wfk]Iw w dYY'ullh MIIek9cmnodwz.lhttlrJR,a Wsatl wYYur✓M Waawiersticwtuq Ia Iw O�rW]MGIdp awrywhwnl,ml
Inm Mlem..slwe uo.Ila tvatl4p tY4yhw mhrtl early IM<CLt4:rtllN of dNph Mwh'uI K av]pc{wnIY ncwFohab IM UBeT Db II¢Duel W I
IweFeawlwh m¢naxgkoletlelo RewmidctlkpdbdNkex9mmweom[uwcmmhnKtlan«rv.M�Ibht4lanwhm mtl cemwnenihh¢Ire M ek'
6a+%m@hetNe%I kx 4dlNa'A 10 RevehYcd�'a Mlnla.ffite PwmdM1OdYaM RMehIVOantgo fw 9snorea wereP'adhq Rre 6609 Fella EK
klwk oneersa OdMry.e9clbn aM Ivori 21Ne6ee ai effe 31 Ne411C/MI Cully144XMp.psed9 uq aCA WgCMIpOnw
aweeKwwa erxmeewe raNRohekMMe.2leNlea weal.srN sl2.s».oalR vn na19. T.nPe.fk Is
Job Trim Trvsa Type Dry Ry
Tg315213
10522T0 TTI Comer Jack 2 1
Job Refs.pi onall
Building Comporent Supply. Jackeawille,FI 32268 8.010e Apr202D16MITeklhdmIaes,Inc. Fn Aug1815:21:102J16 Pagel
ID:GDOgrygNe01EOYS%'IgfEYykpy4NEIMBUgMIC3bzgKbOxRMIToWwSkPx NNy F37
265
2{5
Spb.1:10.6
2 j
6,00 Fl2 1
3
2M=
245
265
LOADING W SPACING 2-00 CSI. DEPL In Owl Udefl Vd PLATES GRIP
TCLL 20.0 Plele Gdp DOL 1.25 TO
O.W Ven(LL) -0.00 6 >898 260 IAr20 2M/190
TCOL 10.0 llmlber DOL 1.25 BC 0.06 Vetl(IL) -0.00 36 >BB9 150
BCLL 0.0 ' Rep Stress 1= YES WE 0.00 MH(TL) 0.00 1 Na Na
BOX 10.0 Code FBC201MPI20D7 Mshisi Weight:a lb FT=2
LUMBER- BRACING
TOP CHORD 916 SP No.2 TOP CHORD Structural wood sheathing directly applied!or 2-0-5w puMna
BOT CHORD 2x6 5P No.2 BOT CHORD Rigid caling dlrecty applied or 1040 w bradrg.
REACTIONS. (Ib/slso) 1=82468,2=51bMechenlra1,3- 3 Wchanicel
Max Honz 1=33(LC 12)
Max Uplift 1=-t(LC 12),2=-21(LC 12)
Max Gray 1=32(LC 1),268(LC 1),37 (LG 3)
FORCES. gbl-Maz Comp.IMax.Ten.-All fomes 250(Ib)or less except wren drown.
NOTES-
t)Wind:ASCE 7-101 Vult=130rnph(8-sewnd goat)Vasd=101mph;TCDL=S.Opsl;BCDL=5.Opa1;h=2511;B,fSft;L-261h eave=all;Cat.
II;Exp B;Enck,OCpi=0.18;MFRS(dlrwtwal)and C-C Erderw(2)2one;G-C for memhars and tortes 8 MFRS for reactors
shover;Wmbar DOL=160 plate grip DOL=1.60
2)This truss hes been designed per a 10.D Pat WHOOP chord live load nwmroureM with any other live loads.
3)'This More has been designed for a live load of 20.0pef On Ne bottom chaN in 0 areas where a rectangle 360 telt by 2-00 was
will M beMeen Ne Whim cI10N and any ohler members.
a)Baler,to gimer(s)for truss to truss wnneaiws.
5)Provide mechanical wnnection(by others)of him to hewing plate capable of vAthstanding 1001b uplift at folnt(s)t,2.
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plra syslein.Belae 16e.IM dl,Ay depalel moi vatly Ilc ryFAkrlilN of def I[;n pamielrvn rM{.vc�M htvv W rale ryt de5ai Mo Te ewrtll
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i
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Job Truss Tmu Type Ory Ply
TIX115214
f0522TO T]0 Comer Jack 2 1 �
Job Reference ftonel
BuiNlnp Component Suppty, JazkspnNlla.Fl32258 ftU0sApr200l6Ml1eKlyvuanes,jnc. PuIp152H10
ID:G0ryEOYClyyOpy-dNE1kNRUgI030gKWPnP1Te0WM?NWmF3
]
za-t4
ze-t4
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z
6.0)F12
1
3
2N=
2$14
2614
LOADING(pa0 SPACING- 2-0OCSI. DER. In (loc) Vdell W PLATES GRIP
TCIL 20.0 prove Got,DOL 1.25 TC 0.0] VNRLL) -ow 8 999 240 M 0 24 w
TCDL 10.O Limber DOL 1.25 BG O.W Ved(TL) 0.01 3L X999 180
BOLL 0.0Rep Stress lnor VES WB Sw Hou(R) 0.00 1 Na fee
BGDL 10.0 Code Fi1=14 PI2o07 Mehlk-MS Weight 810 17=20%
LUMBER- BRACING-
TOPCHORD 2x4 SP No.2 TOP CHORO Straddler woad shndfing directly appllsa or2614 ac prallrns.
BUT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling dlredly applied.,10OOa bracing.
REACTIONS. (IWsim) 1=100NSd,2=BOrMeMmiral,3=3WMeclanlW
Max Hae 1=38(-C 12)
Mex Uplift 1=-t(LC 12).2=24(-C 12)
Max Grey 1=100(LC 1),2=8 (LC 1),3 (LC 3)
FORCES. (Ib)-Mex G.mp.IMa,.Ten. Nllames2W(lb)wlmse ptx ensl .
NOTES-
1)Wind:ASCE 7-10;VJt=13Cmph(3 and goat)Vend=101mph;TCDL- .OpsI;BCDL=SOpsl;h=25X;E L5ft;L4411,save-,111;Cat.
II;Evp B;Encl.,GCPI�0.18;MFRS(diredi.oep and C-C Esterlor(2)Eone;C-C for members and forces 8 MW FRS for reactions
shown;Lumber DOL=1.W plate grip DOL=1.80
2)This truss has been deaignetl for a 10.0 pd bottom chard live Ired noel unenr eight any other live tootle.
3)'This Wes has been dssigned lora live load of 200psf on the bodom chard in at areas ithere a maingle 360 fall by2-00 mate
wit fit between Ne bon.m chord mM.'.fttar members.
4)Reser to girders)for Russ to Vasa dennedions.
5)Provide mechenlcal connection(by other)of boas to basing plate capable of wfMatani ing 1o0Ib Win at Idnt(s)1,2.
All FN - aMy tle4pnpumuru=xra aEIO N.IE50N LV.E .pIE REEER CE4 v.100.YtO Sa
pagp�¢ Jy vllnMtab®arvncwi .1tle5p kamea wJV uf-`= ii wn.me r NhrJlMtllq F I.—r
olnBn,io WI .Ina.JMrg ticsbrer nunl valry H'v' dMlN rtleepn4 on w pent kcapaale lMM4 rMovertll
ewlMed�'aa ® ha mem.aero wepm[ucNkia xal.+ew ..Tier are m v. N3]IlwvAremP.�wY�dr>eaa�Nmr»ael.a MiTek'
ktlwaM mwae n. r ulNanetowere.,r�w¢�.wml> pNN�..Iw w pemd�aare. r ae,Erw.. aa�anlrW
tmrr.ma no�aae.ewN�.v e<se4.aa,e d.ckgotl avllnmryNenex�PXN/Mr waNem«m bssM.m KN e.kaapeoNwwa aew v.rc.Ew afia.
ss,rwylNmm.aon wteYAe Ran t.emla aannne zleNL m rvr.alz aawiw.vwzzma.
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Job Tnss Tnu TYPe Ory wY
9315215
10522T0 TT9 Roof Spacial GiNer 1 1
Job 2016Alae 0 ibnel
Sales,Component Supply, Jadoomille,F132256 B.OtOS AV 202016MITekiMuebieame. FbAucURU,1:112015 F35
ID:GOOgryeMabIEOYSX'teldYybpy�6ZOPpS66v9gDA9028FSd0UPAAJrtkflG2vpymF38
MIN z2+ W4 06
se sz
a4 S 1+
SpxIN
4611 scale.Imd
$pedal
3
5.55 12
a
2 ^
1 5 Id
I e
2u II
spenel
aN= spoo.
2a4 � a.se
oral �i a+.+s
6619
LOADING(tap SPACING- 2-0O CSL BEFL In (I.) been Ud PLATES GRIP
TCLL 20.0 Plate Grp OOL 1.25 TC 0.05 Ver(LL) -000 9 >999 240 MT20 24sh90
TCOL 10.0 Lumber DOL 1.25 BC QOB Vel1(TLI -0.00 6 >999 180
BELL 0.0 Rep Stress Inner NO WB Bea HOG(TL) 0.00 4 Na Na
BOOL 10.0 Code FBC2D149TPI2007 Withdrew Welghk 1816 FT=20%
LUMBER- BRACIMG-
TOPCHORD 2x4 SP No.2 TOPCHORD Stalclural Wooci manuring directly applied or 4-5E oc pufine.
BOT CHORD 2x4 SP No.2 BOT CHORD "Id ceRng direcbyapplied or 1041ilp.
-0OC btac
WEBS 20 SP No.3
REACTIONS. Plealm) 2=250Y15-13,4250N-5-13
Max Hou 2-20(LC 6)
Mex Uplift 2—41(LC 8),a_-41(LC 8)
FORCER. (Ib)-Mex.Comp%ax.Ten.-All forces 250(Ib)oriess except When Baan.
TOPCHORD 23-261/45,31=-281/45
NOTES
1)Unbalanced!reef Ilve loads have Deer considered for his design.
2)Wind ASCE 7-10;Vull=l Marsh(15eeerM that)Vaed=101 mph;TCDI5.Opsf;BCOL-5.0psf;82511;B=r5f,,I,-24h;eeve-11t,Cat
11;EM B:Erml.,GCpi-0.18;MFRS(directional);Lumber Mil 1.60 plate gap DOLd 60
3)TMs truss hes been designed for a 10.0 fail Bolcom chard ilve load bdaoncunent tam any ower,has leads.
4)•TNs these has been desigretl for a floe load of 20.0ps1 on the Ddtom chord in all arses armors a rectangle 3L-0 tall by 2-0-0 Vida
tall fit Oelve ar the bottom daN end any Omer members.
5)Provide macrumical connection(by chem)of Imes to heeling plate catalpa of wlhstanding t001b uplift W jolnba)2,4.
e)Hangers)or other connection deNce(s)shag be pmNdeci sufgdem to supped concentrated load(e)59 m do sh a1W 81 Ib up at
2-2-12,and 4216 dour and 5516 up at 2-212 on top chard,allot 2516 dow at 2-2-0,and 2516 dosin at 2-2-12 On bottom dam.
The der"relecton of such connection devlce(s)is the responsibility d others.
T)In the LOAD CASES)section,foods applied to the lace of me buss are raced as front(F)or back(B).
LOAD CASES) Stalldald
1)Dead♦Reef Live Malenead):Lumber Increase-1.25,Plate Increase=1.25
Uniform Loads(pit)
Ver;1-'.L-60,3.5=W.T-10.-20
COncenOateel Loads(m)
Vert 3=-7(F-3,13-3)6=-51(F=-25,B=-25)
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nwayalem &+lax IM Iwa9paalJ�e�m� ,_rbr llw4+W�.F.Ioouu, �anelenaWrxWe�11 Pe'an'aate triad �0ito nw ousel
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ayaN Wga�OLen mtraAa Pxm lnffi Rakk¢eMe.PIB N Lea Saael.eYN31 R.NetuvM.VFZ1J19. Txnpe.FL 39610
Job Trues Tru.Type Oly Ry
T9015216
10622TO T80 Jack-Open 2 1
Job Relerence ilausall
&iltl'mp Componnll Supply. JackeonNlk,F132258 B.Ot0e Ap2020ftpy Totlndl6MeRlne. Fn Aup 1015:21:112018 Pepet
ID:GOOgryesCa01E0Y5XYeldyyepy-BZo31580xIpODA8028FBdizURSCJRCY302LMJmF38
=11 l 220
0$1 220
NAILED son-1:0.B
3
5.5a 12
2
t
a
9M— NAILED
220
220
LOADING(70 SPACING 2-00 CSL DEF.. In poo) VtNB Lk! PLATES GRIP
TCtL 20Prete Gdp DOL 1.25 TC DOE Ved(LL) -0.W 7 x999 240 MT20 2WI90
TCD. 10.0 Lumber DOL 1.25 BC QOa Ven(TL) -0.00 7 '908 180
BOLL 0.0 ' Rep Stress lots YES WE, 0.00 Noor(m) -0.00 3 IVa Na
BCDL 10.0 Code RBC2014/iP12007 Nardi Weight 8 t FT=2034
LUMBER. BRACING-
TOP
RACINGTOP CHORD 2x4 SP No.2 TOPCHORD Structural Wmod sheathing directly applied or 2-2-0ap rilns.
BOTCHORD 2x4 SP N0.2 BOTCHORD Rigid calling directly applled or l0-00 m braoW,
REACTIONS. (ldsixe) 3=51lMacluaNcel,2=135'65-13,d-_39RAlICFlenical
Mex Horx 2= (LC 12)
Max Uplift 3=-19(.012),2=32(LC 12)
Max Gross 3=5a(LG 1),2=135(.01),4=43(.03)
FORCES (Ib)-Max.CompJMax Ten.-All fomes 250 Ob)or lssam except when shown.
NOTES
1)Wind:ASCE 7-tq Vun=130mph(3-...d gust)Vasil=101mph;TCOL5.Opsl;BCDL=S.OPi;h45n;B7 50;L- 4n;ease=411;Cat.
ll;Eq]B;Encl.,GCpi=0.18;MFRS(directional)and C-C Comer(3)xone;C-C for members arts tortes&MWFRS for machws
show Wmber DO1r1.60 plate gdp DOL=18o
2)This nuts las been designed for a 100 psi bonpm chord I'We load mnconcurrem With any honer Ilse loads.
3)'This truss has been designed for a Ilve load of 200Pf on the bonom chord in all areae Wfiere a rectangle 340 tall by2-0-0 Mde
Will fit between Ina bonom ctmrd aM any other members.
4)Rater to pIrdev.)for truss to truss connections.
5)Pro de mechanical connection(by oNeng of truss to lasting plate capable of Withstanding 100 to upiln at joings)3,2.
6)'NAILED'Indicates 3Ind(0.148'[1')or 2-12d(0.1 WN3.25-)too nsfe,For more detals rater to MITek'e ST-TOENAIL Detail.
7)In the LOAD CASE(S)section,loads applied to the face a the truss are noted as front(F)or beck(B).
LOAD CASE(6) Standard
1)Dead r Roof Uve(balanced):Whither Increase=1,25,Plate Increase=1.25
UNform Loads(put)
Ven'1-3=E0,4-5=-20
C ..ntraled Lo ie Ob)
Veil:3—RB)4=-1 RD)
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sot r .osadNa ikYlMaN10 P'evaNcdlT xlm�ode Few Jl4eY<MpoPeM[WnWe. fu9ewW pFMx:n n4 dpllw 64W PxM1E Exp BNO.
ktlLUIbR
no.not,.erectsOq bCcagol lam[aJ Ms w—ceanersta1 onion,Cale.,p3ad9aM aCtl Wnemse caanise
MNy k4umdb�oWlttle adnL�FM0 M11s0e.318 N.Lee STeel.aM.il2 Mexud..VRY1t19. j T,.FL 3AnO
JOD Truce Truro Typo Oty Ply
T831621]
10522T0 Tel JeckOpen 4 1
Job 2DI6RefWce lion
Building CompowM Suppty, Jacksonville,FI32256 BA10sAPr202018MiTeklndwtriHARNFDAug191 IPICJ18Ppel
ID:GOOgryeHe01E0Y5X'IB10Y}Npy.amM11B3SIdIHNRNIMyIdUigFBURV2IPICI05SMnF36
oe1a 2o-1a
0810 2616
Sulo=l:e4
s
6 55 rI-2
d
z e
I
4
z.4=
2o-14
znu
LOADING(Part SPACING 280 LSI. OEFL In (roc) lMlefl Lb PLATES GRIP
TCLL ate 20.0 PI, Grlp DOL 1.25 TC 0.05 Verl(u) 8.00 ] >999 240 MT20 24M180
TCDL 10.0 LlmDer DOL 1.25 SC 0.03 Via,m) —o ) >B99 180
BOLL 0.0 Rep Slrex lncr VES WB 000 HOrz(TL) 0.00 3 Na Na
BCDL 10.0 Coda FBC2014?PI200] MaMx-MS Walghb a to 17=2036
LUMBER- BRACING
TOP CHORD 2x4 SP No.2 TOPCHORD Structural Wood sheathing directly applied or 2-0-14 wpurlins.
BOTCHORD 2x0 SP NO.2 BOTCHORD Rigid ceilirg directly eppha,or 1080 oc Dlaoing.
REACTIONS. gipht1 e) 3=4]Mtecheniwi,2=131MS13,4=Z&Mechaniwl
Max Horz 2=41(-C 12)
Max Uplift 3=-15(LC 12),2=32(LC 12)
Max Gray 3=4](LC 1),2=131(LC 1),4=35(LC 3)
FORCES. (Ibf-Mez Canp.Mlax.Ten.-M Nrces 250 gb)or less soaps Wnensrown.
NOTES
1)Wind ASCE 7-10;Vutt=130mph(3Woand gua9 Vaal=101mph;TCDI=5.OpsI;BCDL=S.OpN;h=25ft;B-=15ft;L=24ft;eave-Ift;Cat.
II;EV B;Erlcl.,GCpIA.18;MFRS(directional)and C Comer(3)zone;C-C for members and tomes 8 MFRS for reactions
shown;Wb bar DOL=1.80 plate trip DOL=1.80
2)TMs truss has been designetl for a 100 pef ho0 an chord five load norec oncunem with any other live loads.
3)•This truss has been designed for a Ilve load of 20.0w1 on the bottom MON in all areae W %a rectangle 3b-0 tall by 2-0-0Mde
Wit IH DeWvaen the bunch chord and any other members.
4)Reler to girders)for truss to truss connections.
5)Provide meohanloal connection(by moral of truss to heeling plate capable of Withstanding 100 lb uplift at foliate)3,2.
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btlwaysr0�AW M a kYalyoMbgavmlcW[pawlmpcU'e PoOUWIrVIYagPT IYd�r,We. rm 6erre�d pMAErce reJadrV Ts SWPW FYBM.
rmxalwr.woaa.err+mr,ar«norrann«nBwlmwaamdnway+Iw�a.�aaPd9wlN1 oisWcm.b.wastes N:a eullagclaWarwnl
ayllyygrbyy,ovytlYe Pdn Inns wWebpMe.RIB N.Iea Slreei,aJb 312 Naia Yy VR1R91<. Tlirye.FL 93910
Job Truv Toes TypeOIY Ry
T9315210
10Vol Roof Special Santa 1 t
Job Rale encs to rhone11
widing Compmand Supply, Jacksonville,R 32256 B.O10.AP202016MITeklnduaMW,IM. Fri Aug191521:132Dfa Pagal
ID:Go0ryy9s1e01EOTSXt81&ytrpy.2yv9MOTMnSnWKW/pBjX2N6FI EWNO Rin 30
b6-0 6-0 0 ]d 0 89 0 1000 W
a6-0 1dD 1d0 1<0 1d0 b6-0
Bule.123.4
5x6=
6
is
6005-2
]
3 0
1]
B
2
9
j 1 4q
aV
16 15 14 13 12 11 10
O bO0 660 &40 10-00 1491
O b]9 1d-0 2-04 1d 49-0
LORDING(paR SPACING- 2-0-0 CSI. DEFL In poo) Vol W PLATE GRIP
TGLL 20.0 PIM.Gdp DOL 1.25 TC 0.01 Ved(LL) Ne - Na real W20 244/190
TCDL 10.0 Walter DOL 1.25 BC 0.03 Ven(TL) We - we area
BOLL 0.0 ' Rep Stress Inc, NO WE 0.03 Hm7tTL) O.00 9 IVB We
BCDL 10.0 Code I'll MTPI2W] Martz-S Weight Ed lb 17=1
LUMBER- BRACING
TOPCHORD 2M SP No.2 TOPCHORD Structural wool sheathing dlrecdy epplietl or e00oc partial.
BOT CHORD 2x4 SP No.2 BOTCHORD Rigid 0e111,directly applied or l 0-0-0oc bleff
WEBS 2MSP No.3
OTHERS 2x4 SP No.3
REACTIONS. Albearingsib7-0.
(1b)- Max Has 1=49(LC 10)
Max Uplift All uplift 1001b or less at joira(s)16,10,11,12.15,14
Max Gov All reacNon52501borlessaljolndiftl,9,13.16,10,11,12,15,14
FORCES. (Ib)-Max.Ganp.IMax.Ten. All forces 250(Ib)or less except wren slaw.
NOTES-
1)Untalented tool live loads have been considered for Mia design.
2)Wind ASCE 7-10;Vi Wmph plescoM 91 Vaii 01mph;TCDL .Opsl;BGD16Apei;ha:i B715ft;1-2411;eevtl Cat.
11;EV B;End.,OCpi=0.18:MFRS(dbaVIOnsh and C C F dedor(2)I69 to 490,li tedo(1)4-60 to 74-0,ExMOor(2)]d 0 to
104-0 xone;G-G for members and forces&MFRS for reactions sheen;Lumber DOL=1 e0 plate gdp DOL-1.6D
3)NI plates ere 2x4 MT20 unless DIIIOWse indicated,
4)Gable requires continuous bottom clan bearing.
5)Time truss has been designed for a 10.0 pef bottom chord In land nonconcurreni WIh anyoarer live loads.
6)-TMs truss has been designed for alive load of 20 Opt on Me all cbOrd in all areas More a rectangle 360 tall by 200 Mile
WE flu beNaeen Me bottom chard and any other members.
n Provide mechanical connection(by omem)of lass to bearing plate caped.of MMelanding 10015 uplift at joint(.)16,10,11,12,15,
14.
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®Sola carpwa Quadruple 1.3/4" x 16" VERSA-LAM®2.0 3100 SP Floor Beam%FB02
IIS
Dry 11 span l No cantilevers 10112 slope July 19,2016 11:51:07
BC CALCO Design Report
Build 4516 File Name: FB02
Job Name: Description: DesignMFB02
Address: OFFICE COPY Specifier
City,State,Zip:. Designer:
Customer: Company.
Code reports: ESR-1040 Misc:
T W
s
a4 '. . . . . . _
3
22-11 08
So 31
Total Horizontal Product Length=22-11-08
Reaction Summary(Down/Uplift) (Iba)
Bearina Liva Dead Snow wind Roof Live
BO,5-112- 5,015/0 4,736/0 1,712/0
81,5-1/2- 5,278/0 2,884/0 516/0
U. Dead Snow Wad Roof Live Trib.
Load Summary
Tau Deacrlpdon Lead Two Ref. Start End 100% 90% 115% 16M 125%
1 Standard two Unf.Area(IbRN2) L 00-00-00 22-11-08 40 10 01-00-00
2 FG04 Conc. PL(lbs) L 06-03-12 06-03.12 3,200 1,300 n/a
3 F1 1's Unf. Lin. (Ib/fl) L 06-03-12 22-11-08 371 129 n/a
4 WALL ABOVE Unf. Lin. (lb/fl) L 00-00-00 07-1 D-00 0 124 Na
5 T50,T51,T52,T53,... Unf. Lin. (Ib/fl) L 01-00-00 08-00-00 215 215 Na
6 T56 Conc. Pt.(lbs) L 07-0&00 07-08.00 722 722 n1a
Controls Summary value %Allowable Durarlen Ca. Location
Pos. Moment 54,000 ft-lbs 72.30/6 100% 1 08-09-14
End Shear 9,656 lbs 99.3% 100% 1 00-05-08
Total Load Den. U270(0.987") 89% We 1 11-01-01
Live Lead Den. U452(0.589") 79.7% Na 4 11-03.08
Max Den. 0.987" 98.7% Na 1 11-01-01
Span/Depth 16.6 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim.ILx W value support Member Material
BID Wall/Plate 5-1/2"x 7" 9,781 lbs 45% 33.9% Southern Pine
Bl Wall/Plate 5-1/2"x 7" 8,162 Ins 37.5% 28.3% Southern Pine
Notes
Design meets Code minimum(L/240)Total load deflection criteria.
Design meets Code minimum(1/360)Live load deflection criteria.
Design meets arbitrary(1")Maximum total load deflection criteria.
Calculations assume Member is Fully Braced.
Design based on Dry Service Condition,
Deflections less than 1/8"were ignored in the results.
Page 1 of 2
®eel»caaeade Quadruple 1-3/4"•x 16" VERSA-LAM02.0 3100 SP Floor Beam1F1302
Dry I 1 span I No cantilevers 10112 slope July 19,2016 11:51:07
BC CALCS Design Report
Build 4516 File Name: FB02
Job Name: Description:DesignsXFB02
Address: Specifier:
City, State,Zip: , Designer:
Customer: Company.
Code reports: ESR-1040 Misc:
Notch/Bevel Cut Details Disclosure
Locallon Type Dimensions Deslan Depth Completeness and accuracy of input must
03404-04 Bevel-Top Heel Depth:5-15/16-, Basel Slope:3/12 7-5/16" be verified by anyone who would rely on
output as evidence of suitability for
particular application.Output here based
B$ onbuilding naccepted design
erti
propes and analysis
codemethods.
en
Installation of Bolsa Cascadeengineered
12 mod producls must be a and
applicable with
building
Installation Guide antl applicable
or ask q codes.To lease Instelletion Guide
or ask questions,please call
HD (500)232-0798 before instellatlon.
Be CALC®,Be FRAMER®,AJS—,
ALUOISTO,BC RIM BOARD'",BCI®.
B01SE GLULAM-,SIMPLE FRAMING
SYSTEMS,VERSA�LAMO,VERSA-RIM
PLUSH,VERSA-RIM®,
VERSA-STRANDS.VERSA-STUD®are
HD=Heel Depth trademerks of Boise Cascade Wood
BS=Bevel Sbpe Produce L.L.C.
Compunction Dlauram
.i b d
a
p
a minimum =2- c=12"
b minimum =2-1/2"d=24"
Connection design assumes point load is top-loaded. For connection design of side-loaded
point leads,please consult a technical representative or professional of Record.
Beams 7 inches wide will be assumed to be either lop-loaded only,or equally loaded from
each side.
Bolts are assumed to be Grade A307 or Grade 2 or higher.
Member has no side loads.
Connectors are: 1/2 in.Staggered Through Boll
OFFICE COPY
R.O.W.Permit Attachment of for
R.O.W.Permit# issued .2016 Atlantic Beach,FL 32233
OwnefsName: ToII FL VI,LP
Property Address: 545 Atlantic Beach Drive
Atlantic Beach,FL 32233
Subdivision: Atlantic Beach Country Club
Lot#/Block#: 27
KE.#: 169505-1430
REVOCABLE ENCROACHMENT PERMIT
THIS REVOCABLE ENCROACEMNT PERMIT,issued on this_day of
20_�by Atlantic Beach,Florida,a municipal corporation organized and existing
under the laws of the State Of Florida,hereinafter referred to w`CITY"and Toll FL VI LP of Atlantic
Beach,Florida,hereinafter referred to as"USER".
WITNESSETH:
That the(.'ITy does hereby grant the USER permission on a revocable basis as described herein the
right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of
Atlantic Beach Right-of-Way/Easemant permit numbers noted above(copies attached).
This work is generally described as: Pavers in the Right of Way for the driveway.
Any lacihty maintained, repaired, erected, and/or installed in the exercise of the privilege granted
remains subject to relocation or removal on thirty(30)days notice by CITY to the USER, said notice to
USER shall be given by certified mad,return receipt requested,to the following address: 160 Cape May
Ave Ponte Vedra FL 32081.
The depositing of said notice of cancellation in the United States mail shall constitute the notice of
cancellation and the burden is upon USER to keep the CITY informed of USER's proper address.
The USER shall promptly make any and all necessary repairs to any facility erected or maintained in
the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe
condition..
In the event it is necessary for the CITY Or the City's approved representative or other franchised
utility to enter upon the above-described Property of the CITY,the USER shall replace at the USEWs
sole expense, any and all material necessarily displaced during the action of maintaining repairing,
operating,replacing,or adding to of the utilities and facilities of the Cffy or franchise utility provider.
The facilities allowed by the permit shall meet the current requirements of the City Code,Building
Codes,Land Development Code,and all other land use and code requirements of the CITY,including
City Code Section 19-7 (h) which states "Driveways that cross sidewalks: City sidewalks may not be
replaced with other materials,but must be replaced with smooth concrete left natural in color so that it
matches the existing and adjoining sidewalks"
Page 1 of 2
OFFICE COPY
The USER, prior to making'any changes from the approved plans and/or method, must obtain
written approval from the City of Atlantic Beach, Public Works Department, for said change. The
USER shall,at the discretion of the C=,be requested to submit as-built drawings showing the change
within thirty(30)days after the day of completion.
This permit shall fame to the benefit of, and be binding upon, the USER and their respective
sumessors and assigns.
USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY
laws and/or specifications, to include utilities locate requirements and use limitations/requirements of
public rightso&way and other public land. USER further agrees that the CITY and its officers and
employees shall be saved harmless by the USER from any of the work herein under the terms of this
permit and that all of said liabilities am hereby assumed by the USER-
DATED
SERDATED and SI �Y day of 2016.
By.
Steve Merteri,Division Sr.Vice President,Toll FL VI,LP.
(to be signed in presence of the Notary)
STATE OF FLORIDA
COUNTY OF DUVAL
On this 31st day of Ausust ,2016,personally appeared before me,a Notary Public in and for said
County and State, St Jobns.Florida .the property owner of 545 Atlantic Beach Drive,Atlantic
Beach, Florida, known to me to be the person(s) descnW in and who executed the foregoing
instrument;who acknowledged to me that he or she executed the same freely and voluntarily and for the
uses and purposes therein mentioned.
` MELISSA LIESERMAN
E�,.
MVCOMMIONC05No blie in foxsaidCovntyandStateat! E%pIRESSapreMber16.201]
lsa ry,awm.nsomcv.com
CITY OF ATLANTIC BEACH,FLORIDA,a
municipal corporation
Approved:
Dong Layton,Public Works Director
For Permits where city sidewalk is impacted,
City Manager approval required:
Nelson Van Lien,City Manager
Page 2 of 2
MAP SHOWING PLOT PLAN OF
LOT 27 AS SHOWN ON MAP OF
ATLANTIC BEACH COUNTRY CLUB UNIT E
AS RECORDED W PUT BOOK BT RIDES IJ2-IJ7 Of INE CURREf? PUBIIC REYlMOS DF DU PAL CO ,, ALL
CERRi1EO in.• TOLL BROMERx W.
OP
se'
00 `1
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y ,
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NL PATER$ -
ALL MEA9JREMFlIT3 EBTMARD OVy�
Bntl( 5051 S0. Ff. y-IA� � �t
V`
DENOTES OURECTION K ROW �-
T R- DRAMNAGE
WWNS 9M T1U (11.10)NERE T0MOEN FROM EIC
BTAAk WRITE. INC., DAO 041 511 -
,IC•,'
ELEVATONS HOW
SN HEREON
REM TO MAW CE 19M
TREE SCHEURE NOTE' WALUER TO MMNTNN Stl LOT 9T MODEL-GTILIA'
BEIWFEN A/C PAO AND LOT WE 9,5651 90. FE.
LOT B0. R. NMUS EASELEHIS/NERNIM 9=1PROPFIitt MNE DMVEWAY TO fl/W 1011 SO. R.
ACREW�9,SM/1].590 O.YL
ACRESRIa-w"ED TREE MCXES 69 BUILDERS ENDORSEMENT No
SIOENAD! 2901 30' Ft'
THE
'REQUIRED xUNBER OF TREE INCHES WLL BE MET 9GNED' EMBRY
USNG Y OIANETER TREE$ NAME• flIdIT-Ci-YMY LENOM 10.00 Ff.
lOF CF REDO RED RANIEO TREES SHALL BE CANCPY HYPE, DATE TOTAL INPpiNWS COIEIAOE 49911 m. Ff. S1W
MTi NO MORE THAN MR OF THE SANE SPEOES MMENSIMIS SHOWN RESEW ARf PO! FlIIBf ROOfl PLW
ME RR 9IMI IRROX B H TIE SVEC°L fILCO W.iMU O'NE K AS SIIOM
W BOLO MANMXI MlE W➢Ye04 N RN T2 CIIY M LLRpMLLF. ROP MIED M-W-IJ
ALL AMERICAN SURVEYORS OF FLORIDA, INC.
xv.9 sxITEIMes-mr SW Ms wAR sur[u-.vcwmwur, noM9L WST- °al+n-°mP- I.aPsm unv wa.Yzs ra .ry
Lome U� =
4W- SIQ1Q1 O�DESOR DN PO 6M¢ON" - oC6 x01 PERPE9eM OR RORPORT TO =1
R 1S v WOO ON A NOO MIN SURD Y -
OR
NN
xw .R .WUD UNTrss Eueoam Rr svy O
wlaNw.JR..w. xu7 WK,.•
e°e L°n1TUA.w. Ien
u E r-xD'
y, S9
M� u W.R d-]f-T9 iWRW.R461fAO 51RTGR NO IN➢V[N =B '
a x as stlx BY BIA IRR n9�9T-IbT9)TliNan P 4R IM IO01e7 rt[ MRiT
OFFICE COPY
i
DO NOT WRITE BELOW- OFFICE USE ONLY
ppca a oe --2
Review Result (circle one):
Approved Disapproved Approved w/ Conditions
i
ReviewInitials/Date: 1r V'l_6
Development Size U
Habitable Space o / . Non-Habitable .9 3, ,r
Impervious area
Miscellaneous Information
Occupancy Group_3_
Type of Construction-V-&
Number of Stories 2
Zoning District 4/jc L
Max. Occupancy Load
Fire. Sprinklers Required
Flood Zone ,X
Conditions/Comments:
OFFICE COPY
NOTICE OF COMMENCEMENT
State of: FLORIDA Tax Folio No. 10505-1430
County of: DUVAL
To Whom It May Concern:
The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of
the Florida Statutes,the following information is slated in this NOTICE OF COMMENCEMENT.
Legal Description of property being improved: Lot27AthddIcBeach Country Club Unit 2 67-132-08-2S-29E22
Address of property being improved: 545 Atlantic Beach Drive ATLANTIC BEACH FL 32233
General description of improvements: NEW HOME CONSTRUCTION
Owner:TOLL FL VI LIMITED PARTNERSHIP Address: 250 GIBRALTAR RD. HORSHAM PA 19044
Owner's interest in site of the improvement: FEE SIMPLE
Fee Simple Titleholder(if other than owner):
'f
,1/ Name:
1Ni{ Contractor. TOLL BROS..INC.
Address: 160 CAPE MAY AVE.PONTE VEDRA,FL 32081
Telephone No: 904-217-3852 F=No: 904460-2683
Smety(if any)
Address: Amount ofBond$
Telephone No: Fax No:
Name and address of any person malting a loan for the construction ofthe improvements
Name
Address:
Phone No: Fac No:
Name ofperson within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be
served: Name: STEVEMERTEN
Address:160 CAPE MAY AVE.PONTE VEDRA FL 32081
Telephone No: 904-217-3852 Fax No: 9044160-2683
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.06(2)(b),Florida Statues. (Fill in at Owner's option)
Name:
Address:
Telephone No: FacNre
Expiration date ofNotiw of Commencement(the expiration date is one(1) m the date ofrecording unless a dif ierem date is
specified):0 8/3 02 017
THIS SPACE FOR RECORDER'S USE ONLY OWNER
S.
gned: D)IAS/an SY.VP Dstr.
Befinem this -31 dryof in the Coubty of SL foMu,State
OfFlorid1s,has personally appeared Sfz , ALr&,N
Notary Public a Large,Slate o Flo'da County ofDuvel.
M commission expires: / /7
Y exP I
Produced Identification: or
Number ages: 82,OR BK 17703 Page 883, produced]dend6cation:
Number Pages:t
Ronnie tl Fussell
CLERK
CIRCUIT �
Ronnie Fussell CLERK CIRCUIT COURT OUVAL
COUNTYE MELISSA LIEBERMAN
RECORDING EIO.W �yy MV COMM ISSION#FF055605
OFFICE COPY
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Road,Atlantic Beach,FL 32233
Office(904)247-5826 Fax(904)247-5945
C
Job Address:545 Atlantic Beach Drive Atlantic Beach FL 32233 Permit Number: 16- SFR-aa�/6
Legal Description Lot 27 Atlantic Beach Comrtry Club Unit I 67-52-08-2S-29E22 Parcel
Floor Area of Sqq.Ft. SCI.Ft
Valuation of Work$ 468138 Proposed Work heated/cooled4 021 non-heated/eooled1 329 To'rq
53 S—D
Class of Work(cwde one): New Addition Alteration Repair Move Demolition pooVspa window/door
Use ofexwmg/proppoosed.structnre(s)(circle one):. Commercial Residential
Itaa exlstiq;strucinre,is a firesprudder system installed?(Circle one): N lA
Florida ProductAyproval#See
For multiple products use product approval form
Describe in detail the type of work to be performed:New Residential Construction
Property Owner Information;
Name:TOLL FL VI LIM111D PARTNERSHIP Address: lex May Avenue
City Porte Vedm State FzipOISLPhone 904 217-0739
E-Mail or Fax#(Optional)a mgers@tollbrothmxom
Contractor Information: CONTRACTOR EMAII.ADDRFSS: arorerxi4tollbrotheracom
Company Name:Toll Bros-Inc.Qualifying Agent:Steven R Marten
Address: 160 Cane May Avenue City Ponta Vedm State Fa Zip 32081
Office Phone904217-0739 Job Site/Contact Number 904386-6472 Fax#
State CettificationfRegisuation#COC 1510225
Architect Name&Phone#
Engineer's Name&Phone#
Fee Simple Title Holder Name and
Address
Bonding Company Name and
Address
Mortgage Lender Name and Address
Applimtiontrhereaamade m ebtainaperma to do the workandinttalfatimet ar indimted ImNA r4or rro work oriwdfa(ion hay commerardprtarrothe
lssuanu ofaperntit and that df wmk wJf be perfwmedfa meu tfee nmdmdr afaU laws rogafaTm eacrovction irs titre juri diceipr. Thu pemtit becomes
,ma amivo/drj Z
Z
orkvmt<ommmcedwi�hinaiz(6fmontkr,orifcoMtlwttonarwvrkusarpMa�orabarWwMforaperiodojsi<((6)monllum
alter works eommneed f affienrmd tient separate perm/#Imm Le ssroed far Ekmsed Work Pfumbirtg,Slam; Well;Poofr,Fvwar,8ait
eatmr,Tunb and Av Con6rJowf,ere
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR DIPROVEMENTS
TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING VO-Ui NOTICE OF
COMMENCEMENT.
Ihoe6y certify rharlhaw nadmdesmnirxdfMs appllwtat midkrsow the sarrurobe trne aridcarect All provuiou ojlaws and ordimnces gowrnfng
tMs Noe ofwork wiL be complied wGA whetherspeeil¢d hereirz wnoG ]he grarrvv��ryryqq ofalrermv dcernwyresamemgive muhority to violme or cance[tha
pr ora a 700,otherjedem(sram,or fom[I gulmvlgeauuu<dan or thepegarmmme 0fmnsaaction.
Signature of Owner Signature of Contractor
pdx.... tev Di ' on r.Vi
P i at
Prim Name 'vi " r Vice id
Before me Before me
tit' t
August 2016 this 31 2016
yjQix4& rr> jabq�..r
No He o Pu c
Revised 0126.10
MELISSA LIEBERMAN `+ L,-%,, MELISSA LIEBERMAN
L^' MY COMMISSION CFF055605 f _ MY COMMISSION aFF055605
` EXPIRES Soptembxr 18.201] :3; a6f EXPIRES Sepwmber 18.2017
160)1]3f4�5] FIOMallo�ary5nl'i¢e cora 140]1]8&0193 FbntlWelerySorvice.wm
WATER � .. DEV $1,140.00
cHc "•, CITY OF ATLANTIC BEACH
UUlq
WATE Tlf,- & $185.00 800 SEMINOLE ROAD
METE ATLANTIC BEACH,FL 32233
WATER SS ECTION $50.00 INSPECTION PHONE LINE 247-5814
METER
Total Payments: $8,184.16
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
City of Atlantic Beach - - - - APPLICATION NUMBER
>� Building Department (To be assigned by the Building Department.)
i 800 Seminole Road
�J oei7 Atlantic322335445
Phone(904)247-5826Fax(91)4)
247-5845
7 E-mail: building-depw®
Date routed: 43
City web-site:-site: fMpil/wwu�.Wab.coab.us
APPLICATION REVIEW AND TRACKING FORM
//II C
Property Address: S,4 S RTLAPJT(C Department review required Yes o
�(� Building
TOL.(—OL.(,_. 'FL- fanning&Zomn
p C re r
Project: 1 tJ F;bll I Q CF PA-M I t�-/ Public Works
Public Il les
Public Safety
Fire Services
Rev"View-fee $ signafIIIIIIIIIIIIIIIIIIIIIIIIIII
Other Agency Review or Permit Required Review dr Receipt Date
fps
ev Verified B
Florida Dept. of Environmental Protection
Florida Dept.of Transportation
St.Johns River Water Management District
Army Corps of Engineers -
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Toba=
Omer:
APPL ATION STATUS
Reviewing Department First Review: Approved. ❑Denied.
(Circle one.) Comments:
BUILDING
PLANNING 8 ZONING Reviewed by: Date: !• �2-�6
TREEADMIN. Second Review:
❑Approved as revised. ❑Denied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
Revised 07127/10
s_v/ City of Atlantic Beach - - APPLICATION NUMBER
.i: Building Department (To be assigned by the Building Department.)
r' 800 Seminole Road
�, 1I Atlantic Beach, Flonda 32233-5445 I� - SFR - zo4�
Phone(904)247-5826 Fax(904)247-5845
E-mail: building-dept@coab.us Date routed: q3
Cityweb-site: http://w wab.us
APPLICATIONREVIEWAND TRACKING FORM
Property Address: T R_TL'()jkJ7(C Department review re wired Yes No
C. 8uildin
Applicant: t��^OC-,(_. �L- t(� fanning&Zonin
Project: PublicWo,
r
Publici les
Public Safety
Fire Services
Review fee $ Dept Signature -.
Other Agency Review or Permit Required Review or Receipt Date
Of Permit Verified B
Flodda Dept.of Environmental Protection
Florida Dept.of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division M Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: P]Approved. ❑Denied.
(Circle one.) Comments:
BUILDING
PLANNING&ZONING Reviewed by: Date:Mall-,
TREEADMIN. Second Review:
❑Approved as revised. ❑Denied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Dale:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
Revised 07127110
NOTICE OF COMMENCEMENT
State of: FLORIDA Tax Folio No. 169505-1430
County of: D VAL
To Whom It May Concent:
The undersigned hereby inform¢you that improvements will be made to certain real property,and in accordance with Section 713 of
the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT.
Legal Description ofproperty being improved: Lot27AtlmticBncb Ca try Cl bU 't267-132-08-2S-29E22
Address ofproperly being improved: 545 Atlantic Beach(hive.ATLANTIC BRACK FL 32233
General description of improvements: NEW HOME CONSTRUCTION
Owner:TOLL FL VI LIMITED PARTNERSHe Address: 250 GIBRALTAR RD. HORSHAM,PA 191544
Owner's interest in site of the improvement: FEE SIMPLE
Fec Simple Titleholder(if other than owner):
V Name:
1N,{ Contractor. TOLL BROS.,INC.
a II^Vp1A/ Address:160 CAPE MAY AVE.PONTE VEDRk FL 32081
Telephone No: 904-217-3852 I=No: 904-460-2683
Surety(ifany)
Address: Amount of Bond S
Telephone No: I=No:
Name and address of any person malting a loan for the construction of the improvements
Name:
Address:
Phone No: Fax No:
Name ofperson within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be
served: Name: STEVE MERTEN
Address:160 CAPE MAY AYE,PONTE VEDRA.FL 32081
Telephone No: 904-217-3852 Fax No: 904460-2683
In addition to himself; owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.06(2)(b),Florida Smtaes. (Fill in at Owner's option)
Name'
Address:
Telephone No: Fax No:
Expiration date ofNotice of Commencement(the expiration date is one(l) m the data of recording unless a different date is
specified):0 8/3 02017
TMS SPACE FOR RECORDER'S USE ONLY OWNER
Signed: Ol Ws/nnSr..If Dean
Beforcm is m3r day of in the County of SL Johns'State
OfFlari baspesounllyappeared Sfzvo /Berle
Notary Public at Large,State oFloda,County of
mDuval
My mmissim expires:
Personally Known Il '� m
Doc#2010208882,ORBK17703 Pa9e663, Produced Identification:
Number Pages:1
Recorded
e d09/098016a[09:64
FornIT
Rennie Fussell CLERK CIRCUIT COURT DUVAL
COUNTY MELISSA LIESERMAN
RECORDINGS10.00 ••i. '•7 MY COMMISSION#FF055605
City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
800 sic Beae Road p"_0 �(o - SFR - Zo4�
y 800Sic male Florida 322335445 I}�
Phone(904)247-5826 Fax(904)247 45
E-mail: building-dept@coab.us SEP 13 2016 Date routed'. 3
-- Cityweb-site: httpllw,vvwalbt
APPLICATION REVIEWwwrF ACKING FORM
Property Address: S-AS RTt-PfJ-;rl Cid 1C (4� artment review re aired Yes No
Buildin
Applicant: TO �L lanning&Zonin
C'7 lf�� re r
Project: 1 V ey,I l \ I�JC,(G 1 f Vx l LL1 Public Works
� Public i 1 ies
Public Safety
Fire Services
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Ronda Dept.of Environmental Protection
Florida Dept.of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Almhaic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: WfApproved. ❑Denied.
(Circle one.) Comments:
BUILDING
PLANNING&ZONING Reviewed by: Date: 9ls�
TREEAOMIN. Second Review: Gid.❑Approved as revised. ❑
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
Revised 07x7110
X4 9 r9n
mgvw
4icr P�'h�
3 z �
City of Atlantic Beach ECEIV ..� APPLICATION NUMBER
u Building Department SEP 132016 ; - (To be assigned by the Building Department.)
i 800 Seminole Road I/ �F1�o Z�(� Atlantic Beach, Florida 3223&5445 l0 40
V Phone(904)247-5826 Fax(904) w68�
g un y. E-mail: building-dept@wab.us Date routed: 3
City web-site'. http'.//www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: S4 S R-ri_w-r(P Department review required Yes No
,'7� '{^ Buildin
Applicant: LOLL- f L Planning&Zonin
t� (7 ree or
Project: 1 V et,0\ f Q&i r- P'�y� l I _j-1 Public Works
r PublicI nes
Public Safety
Fire Services
Review fee $ - 5-b Dept Signature >zl �
Other Agency Review or Permit Required Review
of Permit Verified or ReceiptB Date
Florida Dept.of Environmental Protection
Florida Dept.of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: gApproved. ❑Denied.
(Circle one.) Comments:
BUILDING a /
PLANNING&ZONING tC; l41�K"—
Reviewed by: Data:
TREEADMIN. Second Review:
❑Approved as revised. ❑Denied.
IG WORKS Comments:
PUDIC UTILITIES
—47
PUBLIC SAF Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
Revised 07/37/10
s ?i1L�I'/r
CITY OF ATLANTIC BEACH
PUBLIC UTILITIES
1200 Sandpiper Lane
ATLANTIC BEACH,FL 32233
(904) 270-2535 or(904)247-5874
NEW WATER/SEWER TAP REQUEST
Date: /b Project Address: SY,S 4�1AC
No. of Units: I Commercial Residential Multi-Family
New Water Tap(s)&Meter(s) Meter Size(s) y /
New Irrigation Meter ✓/ Upgrade Existing Meter from to (size)
3r n
New Reclaim Water Meter `/Size/y New Connection to City Sewer
Name:
Applicant Address:
City: State: Zip
Phone Number: Cell Number:
Email Address Fax:
Signature:
(Applicant)
CITY STAFF USE ONLY
Application# S Fit— 70 qb
Water System Development Charge $ I No, OO
Sewer System Development Charge $ 510,fD
Water Meter Only $ l B S7 Oy
Reclaim Meter Only $ /BS DO
Water Meter Tap $ (notes)
Sewer Tap $
Cross Connection $ .SO, co
Other $
TOTAL $ s&/O, O0
APPROVED: Kavle Moore,PE �k^
(Deputy PW Director or Authorized Signature)
ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES
CANBEASSESSED