321 10th St New Home 2013 CITY OF ATLANTIC BEACH
St1
800 SEMINOLE ROAD
r� ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5814
Application Number . . . . . 13-00003657 Date 12/19/13
Property Address . . . . . . 321 10TH ST
Application type description SINGLE FAMILY RESIDENCE
Property zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 305000
-----------------------------------------------
Application desc
new home
-------------------------------------------------
Owner Contractor
-
------------------------
-----------------------
TAYLOR BROGAN B & NATALIE V PHILLIPS BUILDERS LLC
672 OCEAN BLVD. 1250 SELVA MARINA CIRCLE
ATLANTIC BEACH FL 32233 PHILLIPSBUILDERSQCOMCAST.NET
ATLANTIC BEACH FL 32233
(904) 349-2999
--- Structure Information 000 000 NEW HOME
Construction Type . . . . . TYPE 5-B
Occupancy Type . . . . . . RESIDENTIAL
Flood Zone ZONE
-------------------
----- - --------------------------------------
Permit . . . . . . SINGLE FAMILY DWELLING NEW
Additional desc . .
Permit Fee . . . . 1095 . 00 Plan Check Fee 547 . 50
Issue Date . . . . Valuation . . . . 305000
Expiration Date . . 6/17/14
-------------------------------------------
Special Notes and Comments
Avoid damage to underground water/sewer utilities . Verify
vertical and horizontal location of utilities . Hand dig if
necessary. If field coordination is needed, call 247-5834 .
Ensure all meter boxes, sewer cleanouts and valve covers
are set to grade and visible.
A sewer cleanout must be installed at the property line .
Cleanout must be covered with an RT1 concrete box with
metal lid. Cleanout to be set to grade and visible.
A reduced pressure zone backflow preventer must be
installed if irrigation will be provided or if there is a
private well on the property. Backflow preventer must be
tested by a certified tester and a copy of the results sent
to Public Utilities .
If on-site storage is required, a post construction
topographic survey documenting proper construction will be
required.
POOL - Wellpoint (if used) must discharge into vegetated
area 10 ' minimum from street or drainage feature (swale,
PERMIT ISSAP 'th130RL)PA A" �E WI-fiPP�LrC4TAe0[-)W1R4iC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
Page 1 of 2
1 �, EARLY POWER AGREEMENT & RELEASE
CITY OF ATLANTIC BEACH
St �r
Electric power is requested now under the conditions and teens of this fully executed Agreement& Release
Job Address:
I lo T- S4
Permit No. — 3 Service Type(Circle One): Overhead 1Jndergroui
�
We,the undersigned General Contractor and Electrician,understand and agree:
I. "Early, Power" is purely for our construction convenience, it is not required by Codes and does
substitute for Final inspections or the CIO(Certificate of OccupancyTTiiat must be issued be'tore occupar
and as such is at the discretion of the Building Official.
2. The Citv of Atlantic Beach will make a special inspection prior to the early power energizing. Ail to)
inspections must have prior Approval. including meter base connections.
3. Occupancy or use of the new construction before a formal C/O constitutes fraudulent use of the ei
electric service. Such action is expressly prohibited and penalized by The City of Atlantic Be
Ordinances. A violation of this Agreement shall result in a request for prompt removal of electric sen
after a twenty-four hour notice.
4. "Early Power"release authority is the Electrician and/or the Contractor and must not occur before:
a. Equipment,devices and fixtures are installed(or blanked off)safely.
b. Panel is complete with breakers and cover,and(labeling required at final inspection).
c. Service connection and grounding is complete.
d. The electric system has safely passed through electrical check.
e. Meter can is pernianent1v marked with address.
f. Temporary address numbers displayed(Permanent numbers are required for CIO).
_i. This fully completed form is to be submitted to the Building Department by hand,mail or fax.
b. Future such Agreements will not be accepted from those who violate any one of the above items.
CONTRACTOR�HV W 4 r� �)V ,
t L L �`� LC ' DATE CD I G j
PRINT NAME Q(� !'tl� �� "I WI-T5
ELECTRICIAN DATE
PRINTNAME
800 Seminole Road.Atlantic Beach FL 32233
Phone:(904)247-5826 Fax:(904)247-5845 http://www.coab.us revised 01 30 09
http://web.mail.comcast.net/servicelhome/—/?auth=co&loc=en US&id=182083&part=2 6/9/2014
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
J s)
J ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
r)IJ
Page 2
Application Number . . . . . 13-00003657 Date 12/19/13
----------------------------------------------------------------------------
Special Notes and Comments
Full right-of-way restoration, including sod, is required.
Full erosion control measures must be installed and
approved prior to beginning any earth disturbing
activities . Contact Public Works (247-5834) for Erosion
and Sediment Control Inspection prior to start of
construction.
2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE
A sewer cleanout must be installed at the property line .
Cleanout must be covered with an RTl concrete box with
metal lid. Cleanout to be set to grade and visible.
*SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST
CONTROL COMPANY PRIOR TO C.O.
WINDOW AND DOOR INSPECTION:
*INSTALLATION INSTUCTIONS REQUIRED
*ALL STICKERS ARE TO REMAIN ON THE WINDOWS
*PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS
-------------------------------------------------------------------------
Other Fees . . . . . . . . . STATE DCA SURCHARGE 16 .43
DEV REVIEW-SINGLE & 2-FAM 50 . 00
ENG REV RESIDENTIAL BLD 100 . 00
STATE DBPR SURCHARGE 16 .43
SEWER SDC-SYSTEM DEV CHG 4050 . 00
UTIL REV PRE APP >3 HRS 50 . 00
WATER CONNECT/TAP & METER 800 . 00
WATER CROSS CONNECTION 50 . 00
WATER SDC-SYSTEM DEV CHG 1140 . 00
---------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ------
Permit Fee Total 1095 . 00 1095 . 00 . 00 . 00
Plan Check Total 547 . 50 547 . 50 . 00 . 00
Other Fee Total 6272 . 86 6272 . 86 . 00 . 00
Grand Total 7915 . 36 7915 . 36 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
N CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233J
FILE COINSPECTION PHONE LINE 247-5814
J?
Application Number . . . . . 13-00100090 Date 12/18/13
Property Address . . . . . . 321 10TH ST
Application type description DEV REV TREES/VEGETATION
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
----------------------------------------------------------------------------
Application desc
tree removal application
----------------------------------------------------------------------------
Owner Contractor
------------------------ ------------------------
TAYLOR BROGAN B & NATALIE V PHILLIPS BUILDERS LLC
672 OCEAN BLVD. 1250 SELVA MARINA CIRCLE
ATLANTIC BEACH FL 32233 PHILLIPSBUILDERS@COMCAST.NET
ATLANTIC BEACH FL 32233
(904) 349-2999
---------------------------------------------------------------- ------------
Permit . . . . . . TREE PERMIT
Additional desc . . APPROVED AS NOTED BY COMMENTS
Permit Fee . . . . . 00 Plan Check Fee . 00
Issue Date . . . . 12/18/13 Valuation . . . . 0
Expiration Date . . 6/17/14
---------------------------------------------------------------- ------------
Special Notes and Comments
APPROVED TO PROCESS CHECK ONLY ,� '?
PER JHUBSCH AND MG TREE REMOVAL PERMIT IS APPROVEDff. `.11kJ
i
NOTED: APPROVED FOR REMOVAL OF 99" OF TREES FROM THk `P -
EXTERIOR ZONE, 223" FROM THE INTERIOR ZONE, AND THE
PRESERVATION OF 47" . NONE OF THE TREES IN THE INTERIOR
ZONE ARE PROTECTED. THEREFORE, THE APPLICANT ONLY NEEDS TO
MITIGATE FOR THE LOSS OF THE 99" OF TREES IN THE EXTERIOR
ZONE AT THE RATE OF 1 INCH FOR EVERY 2 INCHES REMOVED.
THIS MEANS 49" MUST BE PRESERVED TO OFFSET THE LOSS OF 99"
OF TREES . ADDITIONALLY, SECTION 23 . 30 . 1 REQUIRES ONE (1)
FOUR INCH CALIPER TREE TO BE PLANTED OR PRESERVED FOR EVERY
2, 500 SQUARE FEET OF DEVELOPMENT PARCEL AREA. THE LOT IS
7, 500 SQ FT, WHICH REQUIRES THREE (3) FOUR INCH CALIPER
TREES . ONE OF THESE TREES SHALL BE IN THE FRONT YARD PER CO
DE.
IN SUMMARY, A TOTAL OF 2" OF ADDITIONAL TREES MUST BE
PLANTED OR PRESERVED TO OFFSET THE REMOVAL OF 99" OF
PROTECTED TREES, AND THREE (3) FOUR INCH CALIPER TREES MUST
BE PLANTED, WITH ONE TREE IN THE FRONT YARD.
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
PERMIT ISPa&VALiktD lbalyY T'40i)RDANCE WITH AgLO CITY OF ATLANTk(hEACH ORDINANCWAND THE FLORID 0
BUILDING CODES.
111 \Jlj-
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
!� ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
�Ji31�r
Page 2
Application Number . . . . . 13-00100090 Date 12/18/13
Plan Check Total . 00 . 00 . 00 . 00
Grand Total . 00 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
'••a•':!�'6.5�W-�4NM1Muvluf..sr...v6a.rw lwa.ap�4:sa..:,Y'
BUILDING PFRMIT APPLICATION
CITY Oh' ATLANTIC BEACH FILE COPY 1
800 Seminole Road, Atlantic Beach, FL 322331
Office (904) 247-5826 Fax (904) 247-5845
Job Address: 3 2 �'- t. ZjZZ33 Permit Number:
Legal Description N 93i,-A VIaM E Parcel#
Floor Area o q. t. Sq.1,1t
Valuation of Work S .. Proposed Work heated/cooled 2,966, non-heated/cooled
`M A
30Is—IOZ.. I'll
Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door
Use of existing/proposed structure(s)(circle one): Commercial Residential
If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No N/A
Florida Product Approval#
For multiple products use product approva orm
Describe in detail the type of work to be performed: N W"00-c
Property Owner Inforppmation:
Name: C Tor Address: 2I
City State_ ip� hone -
E-Mail or Fax# (Optional)
Contractor Information: CONTRACTOR EMAIL ADDRESS:
Company Name: -PH)Q. PP Qualifying Agent:
Address: 1 7-f-0 S L ✓st M ,-.2i m CW Ci9 .� State F� Zip 1z 2.,-33
Office PhonoQ d+ 2-41' �� Job Site/Contact NumbeA 41) 3 t 9 - 2,,_q�q Fax#
State Certification/Registration#_ 6i! 1-2-S-731,4
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 hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null
and void if work is not commenced within six(6)months, or if construction or work is sus ended or abandoned for a period of six 6)months at any time after
work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing,Signs, Wells, Pools, urnaces,Boilers,Heaters,
Tanks and Air Conditioners,etc.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
I hereb certify that 1 have read and examined this application and know the same to be true and correct. All provisions of laws and ordi aces governing this
type o work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority olate or cancel the
provisions of any other federal,state, or local law regulating construction or the performance of construction. y
Signature of OwnerSignature of Contract
.. F-a (If.............TM �.�...................... �Print Name �................... �. Print Name ..... 1.....N..0�.. ... .... .�. 5...................................
Before pm,¢ Before e
G'=Day of 0 � r 2013 this y f 20/3
""` N a Publi >�a -�
Notary Public , it
?o�� <<, REBECCA MENDEZ rY 'AYC MI ION#D;75 60
y _ • _ Notary Public-State of Florida wi =
., ',� :a ;.PIR.o. 4¢ivary 14, -O1iQi�[� .10
My Comm.Expires Dec 14,2015 ?„pF ?�' Bonded Th,i NnIr..t
OF F1 Commission#EE 153351
R DO NOT WRITE BELOW- OFFICE USE ONLY
Applicable o es: 2010 FLORIDA BUILDING CODE
Review Result (circle one):
Approved Disapproved Approved w/ Conditions
Review Initials/Date: Mj /:�?
el
Development Size
Habitable Space 309'/ S; P Non-Habitable
Impervious area
Miscellaneous Information
Occupancy Group 02-3
Type of Construction tel''13
Number of Stories 2-
Zoning
Zoning District Q S- '2-
Max.
zMax. Occupancy Load
Fire Sprinklers Required
Flood Zone _&9
Conditions/Comments:
1
OWNER-CONTRACTOR AGREEMENT
This agreement is made this 9h day of August, 2013, by and between Brogan and Natalie Taylor
(herein after referred to as OWNER) and Phillips Builders, LLC, a Florida Limited Liability Corporation
(herein after referred to as the CONTRACTOR). WITNESSETH:That in consideration of the mutual
promises made herein and other good and valuable consideration, receipt and sufficiency of which are
hereby acknowledged, OWNER and CONTRACTOR hereby agree as set forth below.
ARTICLE I
THE CONTRACT DOCUMENTS
1.1 The "Contract" represents the entire and integrated agreement between the parties hereto and
supersedes all prior negotiations, representations or agreements, either written or oral. The
"Contract" may be amended or modified only by a Modification.
1.2 A "Modification" is (1)a written amendment to the "Contract"signed by both parties or(2)a
Change Order. A"Modification" may be made only after execution of the "Contract".This Agreement
shall be modified only by a "Modification".
1.3 The Term "Work" includes all labor and services necessary to produce the construction required by
the Contract Document and all materials and equipment incorporated in such construction.
"Contractor" shall perform all the Work required by the Contract Documents for the construction of
the residence of the Taylor's. The Site of the Work is at the following location: 321 10`h Street,Atlantic
Beach, Fl.
2
ARTICLE II
OWNER'S RESPONSIBILITIES
2.1 The term "Owner" means Brogan and Natalie Taylor as sole authorized representative(s), fully
acquainted with the Project and having exclusive authority to represent Owner in all matters
encompassed by the Contract including, but not limited to, the authority to timely approve changes in
the scope of the Work, render decisions promptly, and furnish information expeditiously and in time
to meet the progress schedule.
2.2 Owner shall provide full information regarding its requirement for the Work.Owner will cooperate
and work closely with the Contractor in the completion of the Specifications according to the progress
schedule for the work.
2.3 Contractor acknowledges existence, knowledge and receipt of all necessary legal descriptions, land
zoning requirements, limitations affecting land, impact and development fees, necessary approvals,
and existence and compliance with applicable easements, assessments, and charges required for the
construction of the Work.Owner shall secure or authorize and pay for the obtaining of impact and
development fees as necessary to complete the Work as outlined in Contractor's estimate.
2.4 Owner shall not have any contractual obligations to contractor's subcontractors and shall
communicate with such subcontractors only through Contractor, unless otherwise agreed.
2.5 Owner agrees that prior to the commencement of work there will be sufficient monies to pay the
actual construction expenses and Contractor Fee either through a construction fund or other means.
2.6 Owner shall promptly make all payments to the construction account according to the payment
schedule established by Phillips Builders and acceptable to owner, and in accordance with the
successful completion of the Work in compliance with the schedule of the Work.
3
2.7 Owner agrees to pay Contractor$305,000 for project located at 321 10th Street, Atlantic Beach,
FL. This is a projected cost and could change according to changes made by Owners.
ARTICLE III
CONTRACTOR'S RESPONSIBILITIES
3.1 Contractor shall be responsible for furnishing the construction for the satisfactory completion of
the work. It agrees to furnish construction services set forth herein and agrees to furnish sufficient
business administration and superintendence.
3.2 Contractor shall prepare and submit for Owner's approval a detailed total cost estimate for the
project. Owner shall be responsible to Contractor for the actual cost of materials and labor.
Contractor shall update this total cost estimate regularly to reflect decisions made by Contractor and
Owner jointly as to the cost of this project. Contractor will update schedule monthly to reflect actual
progress of the Work, expected sequencing of the Work, and progress toward an estimated
completion date.
3.3 Release of Lien—The Contractor shall obtain a "release of Lien" from all subcontractors and
vendors in accordance with Florida State Lien Law, and provide copies to owner prior to final payment.
ARITCLE IV
CONTRACT TIME SCHEDULE
AND INITIAL DEPOSIT
4.1 Work will be substantially completed no later than 9 months from date of all approvals, unless
scope of work has been increased as outlined on original budget. Delays caused by Owner will
4
increase completion time accordingly. Contractor will endeavor with his best efforts to sequence,
oversee and expedite the Work to achieve maximum schedule efficiencies.
4.2 A deposit of_S00�O shall be paid upon execution of Contract. These funds will be used to
open a separate account for the Taylor Residence project at the bank of the Contractor. Account will
be Phillips Builders, LLC/Taylor Residence.
ARTICLE V
SUPERVISION AND CONSTRUCTION PROCEDURE
5.1 Contractor shall supervise and direct the Work using his best skill and attention and is responsible
for adherence to all conditions of the Contract and all applicable codes, covenants, restrictions and
requirements. He shall be solely responsible for all construction means, methods, techniques,
sequences, and procedures and for coordinating all portions of the Work under the Contract.
Contractor will insure that the quality of material and workmanship will be of a high standard.
5.2 Residual Funds: At the completion of the project, all residual funds will be held in reserve in the
construction account to cover any outstanding expenses for 30 days, at which time any remaining
funds will be refunded to the owner.
5.3 Contingency: A contingency fund will be established in the budget. The purpose of the contingency
line item is to allow for unexpected costs related to, but not limited to, any unforeseen budget
omissions. These funds will be utilized in the event of unexpected cost and will be released from the
bank providing financing for the project. The request for contingency funds will be itemized on the
draw request and Owner will be made aware of the use of these funds.
5.4 Property Insurance: Owner will be responsible for maintaining homeowner's insurance and
Contractor will be responsible for maintaining builder's risk and liability insurance throughout the
5
duration of the project. Contractor will also be responsible for insuring that all subcontractors have
current certificates of insurance, business licenses, and workers compensation coverage.
5.5 Cleaning of Job Site: Contractor at all times shall keep the premises free from accumulation of
waste materials or rubbish caused by its operation.At the completion of the Work it shall remove all
waste materials and rubbish from and about the work as well as all its tools,construction equipment,
machinery, and surplus materials.
5.6 Warranty: Contractor warrants to Owner that all materials and equipment furnished under this
Contract will be new unless otherwise specified and that all work will be of high quality, reasonably
free from faults and defaults and defects and in conformance with the Contract Documents.
Manufacturers and other warranties shall be assigned to Owner. Additionally, Contractor warrants
that the work shall be free from defects in material and workmanship for a period of one year from
the date Owner takes possession of the Work.The term "defects" shall not be construed as embracing
damage arising from Owner's misuse or negligence,Acts of God, normal wear and tear, or failure of
Owner to follow proper cleaning, operating and maintenance instructions.
ARTICLE VI
6.0 Notice, Disclosure, and Disclaimer
Mold. Mold is a type of fungus which occurs naturally in the environment and is necessary for the
natural decomposition of plant and other organic material. It spreads by means of microscopic spores
borne on the air and is found everywhere life can be supported. Residential home construction is not,
and cannot be, designed to exclude mold spores. If the growing conditions are right, mold can grow in
6
your home. Most homeowners are familiar with mold growth in the form of bread mold and mold that
may grow on bathroom tile.
In order to grow, mold requires a food source, a temperate climate (between 40*F and 100*F) and
moisture. Moisture is the only mold growth factor that can be controlled in a residential setting. By
minimizing moisture, a homeowner can reduce or eliminate mold growth.
Moisture can be caused by spills, leaks, overflows, condensation, and high humidity. Good
housekeeping and home maintenance practices are essential in the effort to prevent or eliminate
mold growth. If moisture is allowed to remain on the growth medium, mold can develop within 24 to
48 hours.
Responsibility as a homebuilder must be limited to things that the Contractor can control. As
explained in the warranty, Contractor will repair or replace defects in the project's construction
(defects defined as a failure to comply with reasonable standards of residential construction)for a
period of one (1)year. Contractor, however, will not be responsible for any damages caused by mold,
or by any other agent,that may be associated with defects in the project's construction,to include but
not limited to property damage, personal injury, loss of income, emotional distress, death, loss of use,
loss of value, and adverse health effects,or any other effects.
OWNE OWNER: i
Brogan Taylor Date Natalie Taylor Date
CONTRACTOR: / S
Michael D. Phillips Date
Phillips Builders, LLC
This Instrument Prepared By:
Name: Richard T. Morehead Title & Escrow, Inc.
Address: 444 Third Street, Neptune Beach, FL 32266
Loan# 6931305423
Permit No.
r
Notice of Commencement
i
STATE OF FLORIDA
COUNTY OF Duval
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and
in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of
Commencement. ,
1. Description of property: 321 10th St
Atlantic Beach, FL 32233
2. General description of improvement
3. Owner information
a)Name and Address
Brogan Taylor
672 Ocean Blvd #
Atlantic Beach, FL 32233
b) Interest in property
c)Name and address of fee simple titleholder(if other than owner)
4. Contractor: (Name,address and phone number)
Phillips Builders, LLC
1250 Selva Marina Circle
Atlantic Beach, FL 32233
(904)349-2999
5. Surety
i
a)Name, address and phone number:
b) Amount of bond$
ML262(&07) APP#:7002003036 LOAN#:6931305423 Page 1 of 3
6. Lender: Branch Banking and Trust Companya
Construction Division
200 W Forsyth Street Floor 2
Jacksonville, FL 32202
Phone#:904-361-5213
Fax#:888-242-0023
7. Persons within the State 0 Florida designed by Owner upon whom notices or other documents
may be served as provided by Section 713.13(i)(a)7, Florida Statutes: (name, address and phone
number)
8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's I
Notice as provided in Section 713.13(1)(b),Florida Statutes: (Name,address and phone number)
i
9. Expiration date of notice of commencement(the expiration date is 1 year from the date of recording
unless a different date is specified)
i
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE `
EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER
PAYMENTS UNDER CHAPTER 713 PART I SECTION 713.13 FLORIDA STATUTES, AND
CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE
BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT
Under penalty of perjury,I declare that I have read the foregoing Notice of Commencement and that the
facts state erem are a the best of my knowledge and belief.
NOV 2 5 2013
orrower- gan Tayl r Date
r
Borrower-
Date
The foregoing instrument was acknowledged before me on November 25, 2013
by Brogan Taylor`11ylS,;.: _ I
who is personally*VnRb yr who has provided Driver•s License ,
as identification��`�� 1.;". = ;`
`ayC�• NovemSP�s��1 }
TNryMy Commissi
Ji v..•a T:p '
(Seal) %;;:-.-,,,,;�...••'' .
Page 2 of 3
ML262(8/12) APP#:7002003036 LOAN#:6931305423
Personally Known OR Produced Identification
Type of Identification Produced: Driver's License
Verification pursuant to section 92.525, Florida Statutes
Under penalties of perjury, I declare that 1 have read the foregoing and that the facts stated
in it are true to the best of my knowledge and belief.
ature of Natural erson Signing Above
i
f
i
C
ML262(8107) APP#:7002003036 LOAN#:6931305423 Page 3 of 3 j
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City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
' 800 Seminole Road Z _ /. 17
Atlantic Beach, Florida 32233-5445 �J �!
Phone(904)247-5826 - Fax(904)247-5845
E-mail: building-dept@coab.us Date routed: .! �+'
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 2- /0 cy"/ Department review required Yes No
Applicant: /�/� ,j Ct/ � lj tanning &Zoning
ree-AdminisTrator
Project: /I/ /Tv rn ublic Works 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.
X,
(Circle one.) Comments:
BUILDING
PLANNING &ZONING Reviewed b Date. �� f
by
:,w
ADMIN. Second Review: Approved as revised. ❑Denie .
PUBLIC WORKS Comments:
PUBLIC UTILITIES 1 /
Reviewed b a'. Date: J f
PUBLIC SAFETY Y�
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
Revised 07/27/10
t
I
City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned b the BuildingDepartment.)
`i 800 Seminole Road g !�p )
1` Atlantic Beach, Florida 32233-5445 G d
Phone(904)247-5826 - Fax(904)247-5845
E-mail: building-dept@coab.us Date routed: /LIZ
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: Z- / 40 Department review required Yes No
Applicant: tanning &Zonings
�/ y�,, fee-Adnist�ator
/
Project: V t00 17-V In ublic W_miorks_..
Publi�_1ltiliti-es--
Public Safety
Fire Services
Review fee $ Dept Signature Cr
Other Agency Review or Permit Required Review or Receipt Date 1v ii d
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: pproved. [—]Denied.
(Circle one.) Comments: �'���C��JJJJJJ
r`
BUILDING
PLANNING &ZONING Reviewed by: Date:
TREE ADMIN.
Second Review: ❑Approved as revised. ❑Denied.
C Comments:
LIC IL T ES
TY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
Revised 07/27/10
City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
a 800 Seminole Road 2 r
?. Atlantic Beach, Florida 32233-5445 ••!
Phone(904)247-5826 • Fax(904)247-5845
�• E-mail: building-dept@coab.us Date routed: 12-113
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 2 d'- Department review required Yes No
Oil
Applicant: ��/ .s L[/ �� s lanning &Zoning
w�{L mrn
dis rator
l
Project: L10 � m ublic W rks
eT%ubIic_IXiIites--)'
Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date l o f
of Permit Verified By /V Q
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
PLANNI ZONING Reviewed by: Date:IZ��t�"(
TREE ADMIN. ❑App
Second Review: roved 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
City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
` 800 Seminole Road L3 Y 7
. ..�.._ �,. Atlantic Beach, Florida 32233-5445
Phone(904) 247-5826 - Fax(904)247-5845
E-mail: building-dept@coab.us Date routed:
City web-site: http://www.coab.us IF
APPLICATION REVIEW AND TRACKING FORM
N
Property Address: Z- Department review required Yes No
A,hning
Applicant: �l! .� �(! L� -z' &Zonings
� yam, L Tree-Adminis ritor
/ 1
Project: f y � /r U C. fsublic Works_,
Publ_i� s
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 i
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: ved. ❑Denied.
(Circle one.) Comments:
BUILDING
Reviewed by.l�sDate:
4'K//
TREE ADMIN.
Second Review: ❑Approved as revised. 0 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
ENGINEERING COVER SHEET
.�c� '•• NSs •• C'
Job Number: 59123149 = v 140. 596 * _
Sold To: DURHAM BLDG MAT.
Ship To: LOT 12 BLK 13 SUB "A" ;�•',. ATE W
Lot/Block/Subdivision: ATLANTIC BEACH, FL
Model: TAYLOR RESIDENCE '�,� S,• •....••
County: DUVALS�O NIALI\\\\��
10/22/2013
Design Code: FRC 2010/TP12007 Design Method: MWFRS/C-C Hybrid Wind ASCE 7-10
Wind speed (mph): 130 mph
Design Software: MiTek 20/20—Version 7.35
Total Roof Load: _37_ psf Total Floor Load: 55 psf
Engineer or Professional of Record:
Gartner, Geoffrey Wayne Jr. PE#59328, 3515 Ocean Cay Cir. Jacksonville Bch FL, 32250
This package includes_5_ Individual, dated Truss Design Drawing(s).
# Truss ID: Date: # Truss ID: Date: # Truss 10 Date: # Truss ID: Date: # Truss 10 Date:
1 A01 10/22/13 16 31 46 61
2 A02 10/22/13 17 32 47 62
3 A03 10/22/13 18 33 48 63
4 B01 10/22/13 19 34 49 64
5 B02 10/22/13 20 35 50 65
6 21 36 51 66
7 22 37 52 67
8 23 38 1 53 68
9 24 39 54 69
10 25 40 55 70
11 26 41 56 71
12 27 42 57 72
13 28 43 58 73
14 29 44 59 74
15 130 45 1160 75
DIGIACOMO ENGINEERING INC.
Charles P DiGiacomo P.E. (Truss Design Engineer; FL PE License#59660
3184 Litchfield Dr. Orange Park FL
With my embossed seal affixed to this sheet, I hereby certify that I am the truss design engineer for the truss
designs listed above only. This index sheet to be compliant with 61G15-31.003 sec.5 of the Florida Board of
Professional Engineers.
The embossed seal on this index sheet indicates acceptance of professional engineering responsibility solely for
the Truss Design Drawings listed above. The suitability and use of each Truss design drawing for any particular
building is the responsibility of the Building Designer, per ANSI/TPI 1-2002 Section 2.
Unless noted above, there is no Structural Engineer Of Record at the time these drawings were sealed.
WARNING-Trusses require extreme care in fabrication, handling, shipping, installing and bracing. Refer to BCSI
1-03 published by TPI and WTCA for safety practices prior to performing these functions.
Job Truss Truss Type Qty Ply 12/13 ATLANTIC BEACH-TAYLOR RESIDENCE
59123149 A01 GABLE 2 1
Job Reference o tional
ProBuild East,Pooler,GA 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Oct 22 16:58:36 2013 Page 1
I D:P5ga 14Yj6ovduvrfs9ldn WyxWTF-OHrww3hj?WSnMr5QTTS I DAv2D7zk57M6QhfSxuyQPQ
2-0-04-9-8 10-11-12 17-2-0 21-11-8 23-11-8
2-0-0 4-9-8 6-2-4 6-2-4 4-9-8
5x6= Scale=1:56.
F
G
8.00 F12 E
H
D
4x12 11
4x4 i I 4x4 Q
412 II
J
T 1 1 K
12-1-0
T
B1 62 B1
S R Q P O N M L
8x8= 8x8=
q_g_g q_ 1_q 17-0-4 17 -0 21-11-8
4-9-8 0- -12 12-1-0
Plate Offsets(X,Y)7 [B:0-8-8,0-2-01,[J:0-8-8,0-2-01,[0:0-2-12,0-3-6-1-, P0-2-12,0-3-8
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) -0.01 J-K n/r 120 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.01 J-K n/r 120
BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(TL) 0.00 L n/a n/a
BCDL 10.0 Code FRC2010ITP12007 (Matrix) Weight:246 Ib FT=20%
LUMBER BRACING
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x6 SP No.2*Except* end verticals.
132:2x10 SP DSS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
WEBS 2x4 SP No.2"Except' 10-0-0 oc bracing:O-P.
W2:2x4 SP No.3 FMjTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 21-11-8.
(lb)- Max HorzS=-330(LC 10)
Max Uplift All uplift 100 Ib or less at joint(s)S,L except P=-145(LC 12),0=-144(LC 13),Q=-219(LC 3),
N=-219(LC 3)
Max Grav All reactions 250 Ib or less at joint(s)R.M except S=728(LC 2),P=488(LC 3),L=728(LC 2),
0=488(LC 3)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD B-C=-462/60,C-D=-429/83,D-E=-586/177,G-H=-585/177,H-I=-427/83,I-J=-462/59,
B-S=-706/172,J-L=-706/170
BOT CHORD R-S=-312/281,Q-R=-312/281,P-Q=-310/284,O-P=-69/399
WEBS E-G=-279/150,D-P=-442/217,H-O=-444/217,B-P=-48/484,J-O=-47/484
NOTES (12-13)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=6.Opsf;h=20ft;Cat.ll;Exp B;Encl.,GCpi=0.18;
MWFRS(envelope)gable end zone and C-C Exterior(2)zone;end vertical left and right exposed;C-C for members and forces&
MWFRS for reactions shown;Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
4)All plates are 3x4 MT20 unless otherwise indicated.
5)Gable requires continuous bottom chord bearing.
6)Gable studs spaced at 1-4-0 oc.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit
between the bottom chord and any other members.
9)Ceiling dead load(5.0 psf)on member(s).D-E,G-H,E-G
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)S,L except Qt=1b)
P=145,0=144,Q=219,N=219.
11)Attic room checked for L/360 deflection.
12)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL.
13)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the
responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to
BCSI 1-03 published by TPI&WTCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply 12113 ATLANTIC BEACH-TAYLOR RESIDENCE
59123149 A03 ATTIC 4 2 Job Reference o tional
ProBuild East,Pooler,GA 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Oct 22 16:58.38 2013 Page 1
ID:P5ga14Yj6ovduvrfs9ldnWyxWTF-yfzhKkj_X7iVb9FpauUmJb_JXxdGZ1 WPt?8Z?nyQpQ
2-0-04-9-8 10-11-12 17-2-0 21-11-8 23-11-8
2-0-0 4-9-8 6-2-4 6-2 4 4-9-8 2-0-0
4x6= Scale=1:56.
E
3x4= 30=
8.00 12
D F
3x4 11 3x4 11
C G
4x4 4 v 4x4
B H
M
A 1
12-1-0
M
B1 B2 B1
M 3x4 11 L K 3x4 I
exe= 8x8=
4-9-8 4-114 17-0-4 17 -0 21-11-8
4-9-8 0-1112 12-1-0 0- -12 4-9-8
Plate Offsets(X,Y): B:0-1-12,0-2-0], E:0-3-0,Ed a H:0-1-12,0-2-0 K:0-2-120-3-8 L:0-2-120-3-8
LOADING(psf) SPACING 3-1-8 CSI DEFL in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) -0.16 K-L >999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.48 Vert(TL) -0.22 K-L >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.00 J n/a n/a
BCDL 10.0 Code FRC2010ITP12007 (Matrix-M) Attic -0.12 K-L 1194 360 Weight:403 Ib FT=20%
LUMBER BRACING
TOP CHORD 2x6 SP No.2 TOP CHORD 2-0-0 oc purlins(6-0-0 max.), except end verticals
BOT CHORD 2x6 SP No.2`Except` (Switched from sheeted:Spacing>2-0-0).
62:2x10 SP DSS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.2`Except`
W2:2x4 SP No.3
REACTIONS (Ib/size) M=1894/0-3-8 (min.0-1-8),J=1894/0-3-8 (min.0-1-8)
Max HorzM=-557(LC 6)
Max UpliftM=-212(LC 8),J=-212(LC 9)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD B-C=-1373/219,C-D=-1136/296,D-E=-349/252,E-F=-349/252,F-G=-1136/296,
G-H=-1373/219,B-M=-1921/215,H-J=-1921/215
BOT CHORD L-M=-554/527,K-L=-73/1018
WEBS D-F=-1186/235,C-L=-300/444,G-K=-300/444,B-L=-94/1294,H-K=-96/1294
NOTES (12-13)
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc.
Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x10-2 rows staggered at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply
connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Unbalanced roof live loads have been considered for this design.
4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=6.Opsf;h=20ft;Cat.11;Exp B;Encl.,GCpi=0.18;
MWFRS(envelope)gable end zone;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit
between the bottom chord and any other members.
7)Ceiling dead load(5.0 psf)on member(s).C-D,F-G,D-F
8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.K-L
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joints)except(jt=1b)M=212,
J=212.
10)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails.
11)Attic room checked for L/360 deflection.
12)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL.
13)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the
responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to
BCSI 1-03 published by TPI&WrCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply12/13 ATLANTIC BEACH-TAYLOR RESIDENCE
- 59123149 602 COMMON 6 1
Job Reference(optional)
ProBuild East,Pooler,GA 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Oct 22 16:58:39 2013 Page 1
I D:PSga 14Yj6ovduvrfs9ldn WyxWTF-QsX3Y4jcl RgMDlq?8 b??roXZgL4DIYTY6ft6XDyQpQ
-1-4-0 2-0-0 4-0-0 5-4-0
1-4-0 2-0-0 2-0-0 1-4-0
04= Scale=1:12.
C
8.00 12
W1
D
g T1 TiI � f
F 3x4 II E
A
3x4= 3x4=
2-0-0 4-0-0
2-0-0 2-0-0
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.14 Vert(LL) -0.00 F >999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) -0.00 F >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 D n/a n/a
BCDL 10.0 Code FRC20101TPI2007 (Matrix-M) Weight:20 Ib FT=20%
LUMBER BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (Ib/size) B=187/0-3-8 (min.0-1-8),D=187/0-3-8 (min.0-1-8)
Max Horz B=55(LC 11)
Max UpliftB=-61(LC 12),D=-61(LC 13)
Max GravB=220(LC 2),D=220(LC 2)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES (6-7)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=6.Opsf;h=20ft;Cat.II;Exp B;Encl.,GCpi=0.18;
MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.33 plate grip DOL=1.33
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit
between the bottom chord and any other members.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)B,D.
6)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL.
7)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the
responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to
BCSI 1-03 published by TPI&WTCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
To: Reaction
DURHAM Job Number: 59123149
Fax: Page: 1
Project: 59123149 Block No: Date: 10/22/13 17:00:38
Model: TAYLOR RESIDENCE Lot No:
Contact: Site: Office: Deliver TO: Account No: 000000032
Name: LOT 12 BLK 13 A Designer: /
Phone: Salesperson: CHUCK BOLLINE
Fax. Quote Number:
ATLANTIC BEACH,FL 32225 P.O.Number:
Qty: Truss Id: Span: Truss Type: Slope
Reactions:
21-11-08 Joint L Joint M Joint N Joint O Joint P
2 A01 GABLE 8.00 727.82 155.05 487.64 487.64
-57.91 -219.42 -143.91 -144.88
21-11-08 Joint J Joint M
4 A02 ATTIC 8.00 1212.13 1212.13
-136.00 -136.00
21-I1-08 Joint J Joint M
4 A03 ATTIC 8.00 1893.95 1893.95
-212.50 -212.50
04-00-00 Joint B Joint F Joint H
2 B01 GABLE 8.00 164.70 164.70 115.81
-70.85 -77.43
04-00-00 Joint B Joint D
I 6 B02 COMMON 8.00 220.00 220.00
-61.10 -61.10
JANUARY 1, 2009 L-BRACE DETAIL ST - L-BRACE
O� ® MiTek Industries,Chesterfield,MO Page 1 of 1
aV_1aa
O 00
O OD
a
MiTek Industries,Inc.
Nailing Pattern Note: L-Bracing to be used when continuous
L-Brace size Nail Size Nail Spacing lateral bracing is impractical.L-brace
must cover 90%of web length.
1x4 or 6 10d 8"o.c.
2x4,6,or 8 16d 8"o.c.
Note:Nail along entire length of L-Brace L-Brace Size
(On Two-Ply's Nail to Both Plies) for One-Ply Truss
Specified Continuous
Rows of Lateral Bracing
Web Size 1 2
Nails
2x3 or 2x4 1x4 "*•
t
2x6 1x6
2x8 2x8
DIRECT SUBSTITUTION NOT APLICABLE.
k
a SPACING
k
WEB
k L-Brace Size
for Two-Ply Truss
t
L-BRACE Specified Continuous
Rows of Lateral Bracing
Web Size 1 2
2x3 or 2x4 2x4
2x6 2x6
2x8 2x8
DIRECT SUBSTITUTION NOT APLICABLE.
Nails � Section Detail
E-- L-Brace
a Web
L-Brace must be same species grade(or better)as web member.
JANUARY 1, 2009 Standard Gable End Detail ST-GE130-001
O0 ® Typical x4 L-Brace Nailed To MiTek Industries,Chesterfield,MO Page 1 of 2
2x Ve
_rticals W/tOd Nails,6"o.c. Vertical Stud
o 0o Vertical Stud (4)-16d Common DIAGONAL
/ Wire Nails BRACE
MiTek Industries, Inc. 16d Common
SECTION B-B Wire Nails
0
DIAGONAL BRACE "_ � Spaced 6"o.c.
4'-0"O.C.MAX (2)-10d Common 2x6 Stud or
TRUSS GEOMETRY AND CONDITIONS
Wire Nails into 2x6 2x4 No.2 of better
SHOWN ARE FOR ILLUSTRATION ONLY, Typical Horizontal Brace
Nailecals
12 w/(4)-d10d Common To 2x s
SECTION A-A 2xastud Nails
A Varies to Common Truss
* * PROVIDE 2x4 BLOCKING BETWEEN THE FIRST
DRAWINGS FOR DESIGN CRITERIA
SEE INDIVIDUAL MITEK ENGINEERING TWO TRUSSES AS NOTED. TOENAIL BLOCKING
A TO TRUSSES WITH(2)-10d NAILS AT EACH END.
** ATTACH DIAGONAL BRACE TO BLOCKING WITH
(5)-10d COMMON WIRE NAILS.
B B 3x4=
(4)-8d NAILS MINIMUM,PLYWOOD
SHEATHING TO 2x4 STD SPF BLOCK
Diagonal Bracing ** -L-Bracing Refer
Refer to Section A-A to Section B-B
2a"Max Roof Sheathin
NOTE:
1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS.
2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND 1'3"
WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. (2)-10d
3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. Max. / 2
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT ( ) 10d NAILS
BRACING OF ROOF SYSTEM.
4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES:1 x4 SRB
OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6"O.C.
5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF �rUS S 24" O.C.
DIAPHRAM AT 4'-0"O.C.
6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A /
2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL
BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. /
ATTACH TO VERTICAL STUDS WITH(4)10d NAILS THROUGH 2x4. 2x6 DIAGONAL BRACE SPACED 48"O.C.
(REFER TO SECTION A-A) Dlag. Brace \IXI ATTACHED TO VERTICAL WITH(4)-16d
7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240. at 1/3 p01nt COMMON WIRE NAILS AND ATTACHED
8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. TO BLOCKING WITH(5)-10d COMMONS.
9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR if needed
TYPE TRUSSES.
End Wall HORIZONTAL BRACE
(SEE SECTION A-A)
2 DIAGONAL
Minimum Stud Without 1x4 2x4 DIAGONAL BRACES AT
Stud Size Spacing Brace L-Brace L-Brace BRACE 1/3 POINTS
Species
and Grade Maximum Stud Length
2x4 SPF Std/Stud 12"O.C. 4-0-7 4-3-2 6-0-4 8-0-15 12-1-6
2x4 SPF Std/Stud 16"O.C. 3-7-0 3-8-4 5-2-10 7-1-15 10-8-15
2x4 SPF Std/Stud 24"O.C. 2-11-1 3-0-2 4-3-2 5-10-3 8-9-4
Diagonal braces over 6'-3"require a 2x4 T-Brace attached to
one edge. Diagonal braces over 12'-6"require 2x4 I-braces
attached to both edges. Fasten T and I braces to narrow edge
of web with 10d common wire nails 81n o.c.,with 3in minimum
end distance. Brace must cover 90%of diagonal length.
MAXIMUM WIND SPEED=130 MPH
MAX MEAN ROOF HEIGHT=30 FEET
CATEGORY II BUILDING
EXPOSURE B or C
ASCE 7-98,ASCE 7-02,ASCE 7-05 STUD DESIGN IS BASED ON COMPONENTS AND CLADDING.
DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRS.
STANDARD PIGGYBACK ST-PIGGY
OCT 29, 2004 TRUSS CONNECTION DETAIL
2 x_x 6'.0"SIZE TO MATCH ALL VALUES SHOWN BELOW ARE
V * TOP CHORD OF PIGGYBACK. BASED ON LOAD DURATION OF 1.33
t ATTACHED TO ONE FACE OF TOP
MiSek Industries,Inc. CHORD WITH 2 ROWS OF 1 Od(0.131"X 3'7
NAILS SPACED 6"O.C. MAXIMUM UPLIFT SCAB
CAPACITY USING(10)
10d(0.131"X 3")NAILS:
PIGGYBACK TRUSS SYP= 1409 LBS
SPF= 1090 LBS
DF= 1290 LBS
is ATTACH PIGGYBACK TRUSS HF= 1117 LBS
TO EACH PURLIN WITH SPF-S= 957 LBS
2-16d(0 131"X 3 5'j NAILS TOENAILED.
MAXIMUM UPLIFT PURLIN
p CAPACITY USING(2)16d
(0.131"X 3.5")NAILS:
SYP= 155 LBS
SPF= 79 LBS
DF= 122 LBS
BASE TRUSS SHF
P= 83 LBS
F-S= 54 LBS
MAXIMUM UPLIFT SHEATHING
SPACE PURLINS ACCORDING TOTHE MAXIMUM ATTACH EACH PURLIN TO TOP CAPACITY USING 112"SHEATHING
SPACING ON THE TOP CHORD OFTHE BASE CHORD OF BASE TRUSS WITH AND(2)8d(0.131"X 2.5")NAILS:
TRUSS(SPACING NOT TO EXCEED 24"O C) 2-16d(0.131"X 3 5")NAILS.
A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT SYP= 109 LBS
t1r FOR PIGGY BACK TRUSSES WITH SPANS<12' SPF= 55 LBS
SCAB MAY BE OMMITED PROVIDED THAT: DF= 85 LBS
ROOF SHEATHING TO BE CONTINUOUS OVER JOINT = 58 LBS
SP
(SHEATHING TO OVERLAP MINIMUM 12"OVER JOINT) F-S= 37 LBS
�c CAP CONNECTION IS MADE TO RESIST UPLIFT.
SEE MAXIMUM CONNECTION CAPACITIES AND COMPARE WITH ENGINEERING DRAWING
CONNECTION CAPACITIES FOR SCABS,PURLINS,AND SHEATHING MAY BE COMBINED WHEN
DETERMINING OVERALL UPLIFT CAPACITY.
IF NO GAP EXISTS BETWEEN CAP TRUSS AND BASE TRUSS: MAXIMUM UPLIFT GUSSET
REPLACE TOE NAILING OF CAP TRUSS TO PURLINS WITH GUSSETS CAPACITY USING 7/16"GUSSETS
AS SHOWN,AND APPLY PURLINS TO LOWER EDGE OF BASE AND(6)6d(0.113"X 2")NAILS:
TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE TRUSS DESIGN DRAWING.
SYP= 399 LBS
�t
CONNECTION AS ABOVE �k
6'x 6'x 112"PLYWOOD(or 7/1 6"OSB) SPF= 367 LBS
GUSSET EACH SIDE AT DF= 391 LBS
EACH BASE TRUSS JOINT. HF= 367 LBS
ATTACH WITH 3-6d(0.113"X 2")NAILS SpF.S- 343 LBS
INTO EACH CHORD FROM
EACH SIDE(TOTAL-12 NAILS)
ADD PURLINS TO BOTTOM EDGE
FOR LARGE CONCENTRATED LOADS APPLIED MAXIMUM UPLIFT SCAB
TO CAP TRUSS REQUIRING A VERTICAL WEB: CAPACITY( "X 3 USING((208:
1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS SYP= 2819 LBS
MUST MATCH IN SIZE,GRADE,AND MUST LINE UP SPF= 2181 LBS
580 LBS
AS SHOWN IN DETAIL DF=
VERTICAL WEB TO 2) VERTICAL WEBS OF PIGGYBACK MUST RUN THROUGH HF: 2234 LBS
EXTEND THROUGH BOTTOM CHORD SO THAT THERE IS FULL WOOD SpF.S= 1915 LBS
BOTTOM CHORD TO WOOD CONTACT BETWEEN WEB OF PIGGYBACK
OF PIGGYBACK AND THE TOP CHORD OF THE BASE TRUSS
3) CONCENTRATED LOAD MUST BE APPLIED
TO BOTH THE PIGGYBACK AND THE BASE TRUSS
4) ATTACH 2 x,x 6'-0"SCAB TO EACH FACE OF
TRUSS ASSEMBLY WITH 2 ROWS OF 10d(0 131"X 3')NAILS
SPACED 6"O.C.FROM EACH FACE (SIZE AND GRADE TO MATCH
VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.)
(MINIMUM 2X4)
5) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM
CONCENTRATED LOAD OF 4000 LBS(@1 15) REVIEW
BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS
GREATER THAN 4000 LBS,
6) FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS,
NUMBER OF PLYS OF PIGGYBACK TRUSS TO MATCH
BASE TRUSS.
JANUARY 1, 2009 TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WIND2
O� ® MiTek Industries,Chesterfield,MO Page 1 of 1
GENERAL SPECIFICATIONS
��00
a o0 1.NAIL SIZE=3"X 0.131"=10d
n 2.WOOD SCREW=4.51 WS45 USP OR EOUILIVANT
u 3.INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES.
MiTek Industries,Inc. GABLE END,COMMON TRUSS 4.INSTALL VALLEY TRUSSES(2411 O.C.MAXIMUM)AND
OR GIRDER TRUSS SECURE TO BASE TRUSSES AS PER DETAIL A
5.BRACE VALLEY WEBS IN ACCORDANCE WITH THE
INDIVIDUAL DESIGN DRAWINGS.
6.NAILING DONE PER NDS-01
7.VALLEY STUD SPACING NOT TO EXCEED 48"O.C.
�I I� II II III
11 II
11 '1 11 I II 11 II �I
I I� II II II II II
11 II II II II II
II II it �I
I I II I
1 II II �I
1 I
1 BASE TRUSSES
VALLEY TRUSS TYPICAL
VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS
P F12 OR GIRDER TRUSS
SEE DETAIL
A BELOW(TYP.)
SECURE VALLEY TRUSS
W/ONE ROW OF 10d
NAILS 6"O.C.
WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05
MAXIMUM WIND SPEED=146 MPH
ATTACH 2x4 CONTINUOUS NO.2 SYP MAX MEAN ROOF HEIGHT=30 FEET
TO THE ROOF W/TWO USP WS45(1/4"X 4.5") ROOF PITCH=MINIMUM 3/12 MAXIMUM 6/12
WOOD SCREWS INTO EACH BASE TRUSS. CATEGORY II BUILDING
PILOT HOLES SHALL BE DRILLED FOR THE EXPOSURE C
INSTALLATION OF ALL WOOD SCREWS. WIND DURATION OF LOAD INCREASE:1.60
THE DIAMETER OF THE HOLES SHALL MAX TOP CHORD TOTAL LOAD=50 PSF
CONFORM TO NDS-2001 SEC.11.1.4. MAX SPACING=24"O.C.(BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF
ON THE TRUSSES
1.5 Max
FEBRUARY 19, 2009 UPLIFT TOE-NAIL DETAIL !�7ST-TOENAIL-UPLIFT
_L
MiTek Industries,Chesterfield,MO Page 1 of 1
FV DQ
a oo THIS DETAIL SHALL BE USED FOR A CONNECTION RESISTING
UPLIFT FORCES ONLY.BUILDING DESIGNER IS RESPONSIBLE
ii U-13 FOR LOADS IN OTHER DIRECTIONS.
MiTek Industries,Inc.
END VIEW
SIDE VIEW
0.00°
::: TOP PLATE
OF W LL 1"FOR 3"NAIL
NEAR SIDE 11-1/16 FOR 3.25"NAIL
NEAR SIDE L 1-3/16"FOR 3.5"NAIL
VIEWS SHOWN ARE FOR
FAR SIDE ILLUSTRATION PURPOSES ONLY
TOE-NAIL WITHDRAWAL VALUES PER NDS 2005(Ib/nail)
DIAM. I SYP DF HF SPF SPF-S
0 131 59 46 32 30 20 NOTES:
135 60 48 33 30 2p 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES
p WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE
162 72 58 39 37 25 NAIL FROM THE MEMBER END AS SHOWN.
2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF
NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING
r .128 54 42 28 27 19 OF THE WOOD.
O z 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH
w ,131 55 43 29 28 19 LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN
En 148 62 48 34 31 21 THE CONNECTION.
Z M
0 .120 51 39 27 26 17
p .128 49 38 26 25 17
o .131 51 39 27 26 17
6 .148 57 44 31 28 20
VALUES SHOWN ARE CAPACITY PER TOE-NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
(3)-16d NAILS(.162"diam.x 3.5")WITH SPF SPECIES TOP PLATE
For Wind DOL of 1.33:
3(nails)X 37(Ib/nail)X 1.33(DOL for wind)=148 Ib Maximum Allowable Uplift Reaction Due To Wind
For Wind DOL of 1.60:
3(nails)X 37(Ib/nail)X 1.60(DOL for wind)=177 Ib Maximum Allowable Uplift Reaction Due To Wind
If the uplift reaction specified on the Truss Design
Drawing exceeds 147 lbs(177 lbs)Building Designer
is responsible to specifiy a different connection.
""USE(3)TOE-NAILS ON 2x4 BEARING WALL
USE(4)TOE-NAILS ON 2x6 BEARING WALL
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FORM 405-10
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: TAYLOR Builder Name: PHILLIPS +� " •'
Street: Permit Office: ATLANTIC BEAC 11, i
City,State,Zip: ATLANTIC BEACH , FL,32233- Permit Number: COPY
r
Owner: BROGAN AND NATALIE TAYLOR Jurisdiction: e
Design Location: FL,Jacksonville .1.
1. New construction or existing New(From Plans) 9. Wall Types(0.0 sqft.) Insulation Area
2. Single family or multiple family Single-family a. N/A R= ft2
b. N/A R= ft2
3. Number of units, if multiple family 1 c. N/A R= ft2
4. Number of Bedrooms 4 d. N/A R= ft2
10. Ceiling Types (1701.0 sqft.) Insulation Area
5. Is this a worst case? No a. Under Attic(Vented) R=30.0 1701.00 ft2
6. Conditioned floor area above grade(ft2) 3091 b. N/A R= ft2
c. N/A R= ft2
Conditioned floor area below grade(ft2) 0 11. Ducts R ft2
7. Windows(0.0 sqft.) Description Area a. Sup: 1st Floor, Ret: 1st Floor,AH: 1st Floor 6 373
a. U-Factor: N/A ft2 b. Sup: 2nd Floor, Ret:2nd Floor,AH:Attic 6 399
SHGC:
b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency
a. Central Unit 30.0 SEER:15.00
SHGC: b. Central Unit 30.0 SEER:15.00
c. U-Factor: N/A ft2
SHGC: 13. Heating systems kBtu/hr Efficiency
d. U-Factor: N/A ft2 a. Electric Heat Pump 30.0 HSPF:8.00
SHGC: b. Electric Heat Pump 30.0 HSPF:8.00
Area Weighted Average Overhang Depth: 0.000 ft.
Area Weighted Average SHGC: 0.000 14. Hot water systems
a. Electric Cap: 50 gallons
8. Floor Types (3089.0 sqft.) Insulation Area EF:0.940
a. Slab-On-Grade Edge Insulation R=0.0 1494.00 ft2 b. Conservation features
b. Floor Over Other Space R=19.0 1389.00 ft2 None
c. other(see details) R= 206.00 ft2 15.Credits Pstat
Total Proposed Modified Loads: 44.49
Glass/Floor Area: 0.000 PASS
Total Standard Reference Loads: 63.85
1 hereby certify that the plans and specifications covered by Review of the plans and OF�VHE S7-91F
this calculation are in compliance with the Florida Energy specifications covered by this
Code. calculation indicates compliance ����„ °'
�P�/v ���� � with the Florida Energy Code.
PREPAREV: Before construction is completed a O
DATE: �� --- this building will be inspected for O a
compliance with Section 553.908 * c
I hereby certify that this building, as designed, is in compliance Florida Statutes. rl,
WE
with the Florida Energy Code. COO
OWNER/AGENT: BUILDING OFFICIAL:
DATE: DATE: ff
- Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist
11/7/2013 1:45 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5
PROJECT
FBuilding
TAYLOR Bedrooms: 4 Address Type: Lot Information
Conditioned Area: 3091 Lot# 12
e: UserbDivision: 15
Owner: BROGAN AND NATALIE TAY Total Stories: 2 BlPlock/Suock/Su: NO. 1 SUBDIVISION A
#of Units: 1 Worst Case: No
Builder Name: PHILLIPS Rotate Angle: 0 Street:
Permit Office: ATLANTIC BEACH Cross Ventilation: County: Duval
Jurisdiction: Whole House Fan: City,State,Zip: ATLANTIC BEACH ,
FL, 32233-
Family Type: Single-family
New/Existing: New(From Plans)
Comment:
CLIMATE
/ IECC Design Temp Int Design Temp Heating Design Daily Temp
V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range
FL,Jacksonville FL–JACKSONVILLE–INT 2 32 93 70 75 1281 49 Medium
BLOCKS
F1I
er Name Area Volume
-
Blockl 1494 14940
2 Block2 1597 14373
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 1 st Floor 1494 14940 Yes 1 1 Yes Yes Yes
2 2nd Floor 1597 14373 No 4 4
1 Yes Yes Yes
FLOORS
Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
# Floor Type
1 Slab-On-Grade Edge Insulatio 1st Floor 170 ft 0 1494 ft2 0 0 1
—
2 Floor Over Other Space 2nd Floor _--_ — 1389 ft2 19 0 0 1
3 Raised Floor 2nd Floor -__- -_-- 206 ft2 19 0 0 1
ROOF
/ Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg)
1 Gable or shed Composition shingles 1902 ft2 426 ft2 Medium 0.96 No 0.9 No 0 26.6
ATTIC
V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC
1 Full attic Vented 300 1701 ft2 N
11/7/2013 1:45 PM 9Y 9
Ener Gau e®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5
CEILING
# Ceiling Type Space R-Value Area Framing Frac Truss Type
1 Under Attic(Vented) 1st Floor 30 104 ftz 0.11 Wood
2 Under Attic(Vented) 2nd Floor 30 1597 ft' 0.11 Wood
INFILTRATION
# Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Best Guess .0005 4053.9 222.55 418.54 .474 8.2978
HEATING SYSTEM
# System Type Subtype Efficiency Capacity Bk)ck Ducts
1 Electric Heat Pump None HSPF:8 30 kBtu/hr 1 sys#1
2 Electric Heat Pump None HSPF:8 30 kBtu/hr 2 sys#2
COOLING SYSTEM
# System Type Subtype Efficiency Capacity Air Flow SHR Blloc k Ducts
1 Central Unit None SEER: 15 30 kBtu/hr 900 dm 0.75 1 sys#1
2 Central Unit None SEER: 15 30 kBtu/hr 900 dm 0.75 2 sys#2
HOT WATER SYSTEM
# System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None 1st Floor 0.94 50 gal 70 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert # Company Name System Model# Collector Model# Area Volume FEF
— ftz
None None
DUCTS
---Supply----
---Return---- Air CFM 25 CFM25 HVAC#
# Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool
1 1st Floor 6 373 ft2 1st Floor 7411= Default Leakage 1st Floor (Default) (Default) 1 1
2 2nd Floor 6 399 ft2 2nd Floor 79 ft2 Default Leakage Attic (Default) (Default) 2 2
11/7/2013 1:45 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5
TEMPERATURES
Programable Thermostat:Y Ceiling Fans:
Cooling Jan [[ ]]Feb [[�]Mar �JA pr [ ]]Ma X Jun X Jul Au Sep Oct Nov jDecHeating X Nov Dec
Jan (X]Feb [X]Mar Apr [ ]May jun J,n JuAugAu- Sep WOct ki Nov X Dec
Venting Jan [ ]Feb [[XX]]Mar Apr [ ]]May
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 -12
Cooling(V11D) AM 78 78 78 78 78 78 78 78 8 8 8 8
PM 80 80 78 78 78 78 78 78 78 78 78 78
Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
11/7/2013 1:45 PM 9Y 9
Ener Gau eO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5
FORM 405-10
Florida Code Compliance Checklist
Florida Department of Business and Professional Regulations
Residential Whole Building Performance Method
ADDRESS: PERMIT#:
ATLANTIC BEACH, FL, 32233-
MANDATORY REQUIREMENTS SUMMARY -See individual code sections for full details.
COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK
Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed.
Recessed lighting IC-rated as meeting ASTM E 283. Windows and
doors= 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces:
gasketed doors &outdoor combustion air. Must complete envelope
leakage report or visually verify Table 402.4.2.
Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and
controls cooling system. Where forced-air furnace is primary system, i
programmable thermostat is required. Heat pumps with supplemental
electric heat must prevent supplemental heat when compressor can
meet the load.
Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the
primary air containment passageways for air distribution systems shall
be considered ducts or plenum chambers, shall be constructed and
sealed in accordance with Section 503.2.7.2 of this code.
403.3.3 Building framing cavities shall not be used as supply ducts.
Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in
Table 403.4.3.2. Provide switch or clearly marked circuit breaker
r
(electric) or shutoff(gas). Circulating system pipes insulated to = R-2
+ accessible manual OFF switch.
Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical
ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level.
No make-up air from attics, crawlspaces, garages or outdoors adjacent /
to pools or spas.
Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP) of= 1
&Spas HP shall have the capability of operating at two or more speeds. Spas
and heated pools must have vapor-retardant covers or a liquid cover or
other means proven to reduce heat loss except if 70% of heat from
site-recovered energy. Off/timer switch required. Gas heaters minimum
thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters
minimum COP= 4.0.
Cooling/heating 403.6 Sizing calculation performed &attached. Minimum efficiencies per
Tables 503.2.3. Equipment efficiency verification required. Special
equipment occasion cooling or heating capacity requires separate system or .�
variable capacity system. Electric heat>10kW must be divided into two
or more stages.
Ceilings/knee walls 405.2.1 R-19 space permitting.
11/7/2013 1:45 PM 9Y 9
Ener Gau e(D USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5
p o Job: 110513
R®®(�IV/� CC�LZ Project Summary Date: Nov 05,2013
1st floor By: ERIN RODRIGUEZ
energy consulting
Project Information
For: TAYLOR
LOT 12, BLOCK 13, PLAT NO.1 SUBDIVISION "A",ATLANTIC BEACH, FL 32233
Notes: NEW CONSTRUCTION-PHILLIPS
Desicin Information
Weather: Jacksonville Mayport Naval, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 39 OF Outside db 92 OF
Inside db 68 OF Inside db 74 OF
Design TD 29 OF Design TD 18 OF
Daily range L o
Relative Flumid /o
ity 50
Moisture difference 60 gr/Ib
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 12575 Btuh Structure 15695 Btuh
Ducts 4080 Btuh Ducts 5710 Btuh
Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 16655 Btuh Use manufacturer's data n
Rate/swing multiplier 0.97
Infiltration Equipment sensible load 20763 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average 1581 Btuh
Fireplaces 1 (Average) Structure
Ducts 1398 Btuh
Heating Cooling Central vent (0 cfm) 0 Btuh
Area (ft2) 1494 1494 Equipment latent load 2979 Btuh
Volume (ft') 14938 14938
Air changes/hour 0.33 0.15 Equipment total load 23742 Btuh
Equiv.AVF (cfm) 83 39 Req. total capacity at 0.70 SHR 2.5 ton
Heating Equipment Summary Cooling Equipment Summary
Make Make
Trade Trade
Model Cond
AHRI ref Coil
AHRI ref
Efficiency 0 HSPF Efficiency 0 SEER
Heating input Sensible cooling 0 Btuh
Heating output 0 Btuh @ 47'F Latent cooling 0 Btuh
Temperature rise 0 OF Total cooling 0 Btuh
Actual air flow 940 cfm Actual air flow 940 cfm
Air flow factor 0.056 cfm/Btuh Air flow factor 0.044 H2 cfm/Btuh
in
Static pressure 0 in H2O Static pressure 0 n H2O
Space thermostat Load sensible heat ratio 0.88
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2013-Nov-07 14:01:51
At=. + wrightsoft Right-Suite®universal 2012 12.1.08 RSu01508 Pagel
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Job: 110513
RV®R��vE� Project Summary Date: Nov 05,2013
V 2nd floor By: ERIN RODRIGUEZ
energy consulting
My NZA a R I • •
For: TAYLOR
LOT 12, BLOCK 13, PLAT NO.1 SUBDIVISION "A",ATLANTIC BEACH, FL 32233
Notes: NEW CONSTRUCTION-PHILLIPS
Desian Information
Weather: Jacksonville Mayport Naval, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 39 OF Outside db 92 OF
Inside db 68 OF Inside db 74 OF
Design TD 29 OF Design TD 18 OF
Daily range L o
Relative h /o
humidity 50
Moisture difference 60 gr/Ib
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 10469 Btuh Structure 13250 Btuh
Ducts 3589 Btuh Ducts 5045 Btuh
Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 14058 Btuh Use manufacturers data n
Rate/swing multiplier 0.97
Infiltration Equipment sensible load 17746 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average 1422 Btuh
Fireplaces 1 (Average) Structure
Ducts 1235 Btuh
Heating Cooling Central vent (0 cfm) 0 Btuh
Area (ftZ) 1597 1597 Equipment latent load 2658 Btuh
Volume(ft') 14369 14369
Air changes/hour 0.31 0.14 Equipment total load 20404 on
Equiv.AVF (cfm) 74 35 Req. total capacity at 0.70 SHR 2.1 ton ton
Heating Equipment Summary Cooling Equipment Summary
Make Make
Trade Trade
Model Cond
AHRI ref Coil
AHRI ref
Efficiency 0 HSPF Efficiency 0 SEER
Heating input Sensible cooling 0 Btuh
'
0 Btuh @ 47F Latent cooling 0 Btuh
Heating output 0 of Total cooling 0 Btuh
Temperature rise 801 cfm
Actual air flow 801 cfm Actual air flow 0.044 cfm/Btuh
Air flow factor 0.057 cfm/Btuh Air flow factor 0 in H2O
Static pressure 0 in H2O Static pressure
Space thermostat Load sensible heat ratio 0.87
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2013-Nov-07 1401:51
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F vYS
1 F9
F I L E CQP�
FORMS
FLORIDA BUILDING CODE,ENERGY CONSERVATION
FORM 402-2010 Residential Building Thermal Envelope Approach ALL CLIMATE ZONES
Scope:Compliance with Section 402 of the Florida Building Code,Energy Conservation,shall be demonstrated by the use of Form 402 for single-and multiple-family residences of three
stones or less in height,additions to existing residential buildings,renovations to existing residential buildings,new heating cooling,and water heating systems in existing buildings,as
applicable.To comply,a budding must meet or exceed all of the energy efficiency requirements on Table 402A and all applicable mandatory requirements summarized in Ta le 402B of this
form.It a building does not comply with this method or Alternate Form 402,it may still comply under Section 405 of the Florida Building Code,Energy Conservation.
PROJECT NAME: -'A ,[DR RF,-lD�riC� BUILDER: -P4IW S _- - --
AND ADDRESS: N1 Z,I&j -13,MT-Id W.I PERMITTING � 13CA-(,1
FFICE: _TLANTI �T�-�1 - - -
PERMIT NO.: JURISDICTION NO.:
OWNER: '�' LQp,
General Instructions.
1.New construction which incorporates any of the following features cannot comply using this method:glass areas in excess of 20 percent of conditioned floor area,electric resistance
heat and air handlers located in attics. Additions<_Go0 sq.tl.,renovations and equipment changeouts may comply by this method with exceptions given.
2.Fill in all the applicable spaces of the"To Be Installed"column on Table 402A with the information requested.All"To Be Installed"values must be equal to or more efficient than the
required levels.
3.Complete page 1 based on the"To Be Installed"column information.
4.Read the requirements of Table 4026 and check each box to indicate your intent to comply with all applicable items.
5.Read,sign and date the"Prepared By"certification statement at the bottom of page 1.The owner or owner's agent must also sign and date the form.
Please Print CK
1. New construction,addition,or existing building 1. --
2. Single-family detached or multiple-family attached 2. S F
3. If multiple-family-No.of units covered by this submission 3.
4. Is this a worst case?(yes/no) 4.
5. Conditioned floor area(sq.ft.) 5.-��---1--
6. Glass type and area:
6a.
a.U-factor
6b.
b.SHGC
c.Glass area 6e. -_ ]] sq.ft. -
7. Percentage of glass to floor area 7, 1 %
8. Floor type,area or perimeter,and insulation: 95
a.Slab-on-grade(R-value) Ba.R=
b.Wood.raised(R-value) 8b.R= _ sq.ft.
C.Wood,common(R-value) 8c.R= Sq.ft.
d.Concrete,raised(R-value) Bd.R= sq.ft.
e.Concrete,common(R-value) 8e.R= sq.ft.
9. Wall type,area and insulation: 'Q /�����
a.Exterior: 1. Masonry(Insulation R-value) 9a-1. R= Sr/ v sq.ft.
2. Wood frame(Insulation R-value) 9a-2- R= sq.ft.
b.Adjacent: 1. Masonry(Insulation R-value) 9b-1. R= sq.ft-
2. Wood frame(Insulation R-value) 9b-2. R= sq.ft-
10. Ceiling type,area and insulation:
���n
a.Under attic(Insulation R-value) 10a.R=3 sq.ft.�_
b.Single assembly(Insulation R-value) 10b.R= sq.ft.
11. Air distribution system:Duct insulation,location,Qn
a.Duct location,insulation 11 a. R=
b.AHU location 11b.
c.Qn,Test report attached(<0.03;yes/no) 11 e.Test report attached? Yes
,Yes No
12. Cooling system: ► NDa uv
12a.Type:
a.Type 12b.SEER/EER:
h.Efficiency
13. Heating system: 13a.Type:--P
13b.HSPFlCOPlAFUE: _-
a.Type
h.Efficiency
14. HVAC sizing calculation:attached 14. es No
15. Hot water system: 15a.Type- _ _-
a.Type 15b.EF:
b.Efficiency
I hereby certify that t s 4n .sail s covered by the calculation are in compliance with the Florida Review of plans and specifications covered by this calculation indicates compliance with the Florida
Ener Code- Energy Code.Before construction is completed,this building will be inspected for compliance in
OY accordance with Section 553.908,F.S.
PREPARED BY: (/ DATE'
CODE OFFICIAL
I hereby certify that this building is in compliance with the Florida Energy Code:
OWNER AGENT: DATE. DATE__
C.4 2010 FLORIDA BUILDING CODE-ENERGY CONSERVATION
FORMS
TABLE 402A
BUILDING COMPONENT PERFORMANCE CiBrs" uMSTALLED VALUES:
U-Factor<0.65 U-Fedor= / f
Windows(see Note 2): SHGC=0.30 SHGC= ♦ 3'
%of CFA<=20% %oICFA=
Skylights U-Factor<0.75
Doors:Exterior door U-Factor
U-Factor<0.65 U-Fedor=
Floors: Slab-on-grade No requirement R-Vakre=
Over unconditioned ces see Note 3 R-13
Walls-Ext.and Adj.(see Note 3): R-Value= 0
Frame R-13
Mass (see Note 3) R-7.8 R-Value=
Interior of wall: R-Value=
Exterior of wall: R 6 R-Value= Test report
Ceilings(see Notes 3&4) R:=W Attached.
Reflectance
025 Reflectance= EAttached?
Air distribution system(see Note 4) W 1H
Ductwork&air handling unit: Location: I ort
Unconditioned space Notallowed
Conditioned space �
Dud R-value On ma .>_6 On =
Air leakage On On 5 O.O:i On=
SEER=13.0 SEER=
Air conditioningems see Note 5 /,► �-r, }
Heating system SEER= !~/
Heat pump(see Note 5) Coding: SEER=13.0 W I l_i�_ _
Heating:
HSPF=7.7 HSPF= �Jhj
AFUE 78% AFUE=
Gas furnace AFUE 78% AFUE=
Oil furnace
Electric resistance:Not allowed(see Note 5)
Water heating system(storage type) 92 Gallons=
Electric(see Note 6): 40 gal:EF=0.
50 gal:EF=0.9090
EF=
Gas fired(see Note 7): 40 gal:EF=0.59 Gallons=
50 gal:EF=0.58 EF=
Other(describe):
(1)Each component present in the As Proposed home must meet or exceed each of the applicable performance criteria in orderto comply with this code using this method;
otherwise Section 405 compliance must be used.
(2)Windows and doors qualifying as glazed fenestration areas must comply with both the maximum 1.1-Factor and the maximum SHGC(solar Heat Gain Coefficient)criteria
and have a maximum total window area equal to or less than 20%of the conditioned floor area(CFA);otherwise Section 405 must be used for compliance.
Exception: Additions of 600 square feet(56 m2)or less may have a maximum glass to CFA of 50 percent.
(3)R-values are for insulation material only as applied in accordance with manufacturers'installation instructions.For mass walls,the"interior of wall'requirement must be
met except if at least 50%of the R-6 insulation required for the"exterior of wall'is installed exterior of,or integral to,the wall.
(4)Ducts&AHU installed substantially leak free per Section 403.2.2.1.Test by Class 1 BERS rater required.
Exception:Ducts installed onto an existing air distribution system as part of an addition or renovation;duct must be R-6 installed per Sec.503.2.7.2.
(5)For all conventional units with capacities greater than 30,000 Btu/hr. For other types of equipment,see Tables 503.2.3(1-8).
Exception:The prohibition on electric resistance heat does not apply to additions,renovations and new heating systems installed in existing buildings.
(6)For other electric storage volumes,minimum EF=0.97-(0.00132 x volume).
(7)For other natural gas storage volumes,minimum EF=0.67-(0.0019 x volume).
nTA%LE74026ORY REQUIREMENTSSECTIONREQUIREMENTS �E�To be caulked,gasketed,weatherstripped or otherwise sealed.Recessed lighting IC-rated as meeting ASTM E
402.4 283.Windows and doors=0.30 dm/sq.ff.Testing or visual inspection required.Fireplaces:Basketed doors&
outdoor combustion air.405.2.1 R-19 space permltbng. /
Programmable thermostat 403.1.1 Where forced-air furnace is primary system,programmable thermostat is required.
Air distribution system 4032 Ducts in attics or on roofs insulated to R-8;other duds R-6.Duds tested to Q,=0.03 by a Class 1 BERS rater.
Heat bap required for vertical pipe risers.Comply with efficiencies in Table 403.4.3.2.Provide switch or cleady
Water heaters 403.4 marked circuit breaker(electric)or shutoff(gas).Circulating system pipes insulated to=R-2+accessible manual
OFF switch.
Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat /
Swimming pod&spas 403.9 loss except H 70%of heat from site-recovered energy.Off/timer switch required.Gas heaters minimum thermal
efficiency=78% 821%after 4/16/13.Heat pump heaters minimum COP=4.0.
Sizing calculation performed&attached.Minimum efficiencies per Tables 503.2.3.Equipment efficiency verification
Coding/heating equipment 403.6 required.Special occasion cooling or heating capacity requires separate system or variable capacity system.
Electric heat>10kW must be divided into two or more stages.
Lighting equipment 404.1 At least 50%of permanently installed lighting fixtures shall be high-efficacy lamps.
2010 FLORIDA BUILDING CODE—ENERGY CONSERVATION
C.5
Project Summa Job: 110713
1 Date: Nov 07,2013
Entire House By: ERIN RODRIGUEZ
Project Information
For. TAYLOR GARAGE
LOT 12, BLOCK 13, PLAT NO.1, SUBDVISION "A",ATLANTIC BEACH, FL 32233
Notes: NEW CONSTRUCTION -GARAGE APT
Design Information
Weather: Jacksonville Mayport Naval, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 39 °F Outside db 92 °F
Inside db 68 °F Inside db 74 °F
Design TD 29 °F Design TD 18 °F
Daily range L
Relative humidity 50 %
Moisture difference 60 gr/Ib
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 3490 Btuh Structure 4545 Btuh
Ducts 441 Btuh Ducts 707 Btuh
Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 3931 Btuh Use manufacturer's data n
Rate/swing multiplier 0.97
Infiltration Equipment sensible load 5095 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Tight
Fireplaces 0 Structure 344 Btuh
Ducts 184 Btuh
Heating Cooling Central vent (0 cfm) 0 Btuh
Area (ft') 450 450 Equipment latent load 528 Btuh
Volume (ft') 3600 3600
Air changes/hour 0.27 0.14 Equipment total load 5623 Btuh
Equiv.AVF (cfm) 16 8 Req. total capacity at 0.70 SHR 0.6 ton
Heating Equipment Summary Cooling Equipment Summary
Make Make
Trade Trade
Model Cond
AHRI ref Coil
AHRI ref
Efficiency 80AFUE Efficiency 0 SEER
Heating input 0 MBtuh Sensible cooling 0 Btuh
Heating output 0 Btuh Latent cooling 0 Btuh
Temperature rise 0 °F Total cooling 0 Btuh
Actual air flow 238 cfm Actual air flow 238 cfm
Air flow factor 0.061 cfm/Btuh Air flow factor 0.045 cfm/Btuh
Static pressure 0 in H2O Static pressure 0 in H2O
Space thermostat Load sensible heat ratio 0.91
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
i wri htsoft 2013-Nov-07 14:age l
9 Right-Suite®Universal 2012 12.1.08 RSU01508 Pagel
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ENGINEERING COVER SHEET \4`v. ••'' E'••. o
Job Number: 59123148 =v Np 6
Sold To: DURHAM BLDG MAT.
„ —
Ship To: LOT 12 BLK 13 SUB "A" -0 ATE of W w
Lot/Block/Subdivision: ATLANTIC BEACH, FL % ' 0 • . FLORI�P
Model: TAYLOR RESIDENCE
County: DUVAL ''i//110 NI
10/22/2013
Design Code: FRC 2010/TP12007 Design Method: MWFRS/C-C Hybrid Wind ASCE 7-10
Wind speed (mph): 130 mph
Design Software: MiTek 20/20 —Version 7.35
Total Roof Load: _37_ psf Total Floor Load: 55 psf
Engineer or Professional of Record:
Gartner, Geoffrey Wayne Jr. PE#59328, 3515 Ocean Cay Cir. Jacksonville Bch FL, 32250
This package includes_18_ Individual, dated Truss Design Drawing(s).
# Truss ID: Date: # Tr.ssID: Date: # Truss ID: Date: # Truss ID: Date: # Truss ID: Date:
1 F01 10/22/13 16 F15C 10/22/13 31 46 61
2 F02 10/22/13 17 F16 10/22/13 32 47 62
3 F03 10/22/13 18 F17 10/22/13 33 48 63
4 F04 10/22/13 19 34 49 64
5 F05 10/22/13 20 35 50 65
6 F06 10/22/13 21 36 51 66
7 F07 10/22/13 22 37 52 67
8 F08 10/22/13 23 38 53 68
9 F09 10/22/13 24 39 54 69
10 F10 10/22/13 25 r42
55 70
11 F11 10/22/13 26 56 71
12 F12 10/22/13 27 57 72
13 F13 10/22/13 28 58 73
14 F14 10/22/1329 44 r6Ot
74
15 F15 10/22/13 30 45 75
DIGIACOMO ENGINEERING INC.
Charles P. DiGiacomo P.E. Truss Design Engineer; FL PE License#59660
3184 Litchfield Dr. Orange Park FL
With my embossed seal affixed to this sheet, I hereby certify that I am the truss design engineer for the truss
designs listed above only. This index sheet to be compliant with 61G15-31.003 sec.5 of the Florida Board of
Professional Engineers.
The embossed seal on this index sheet indicates acceptance of professional engineering responsibility solely for
the Truss Design Drawings listed above. The suitability and use of each Truss design drawing for any particular
building is the responsibility of the Building Designer, per ANSI/TPI 1-2002 Section 2.
Unless noted above, there is no Structural Engineer Of Record at the time these drawings were sealed.
WARNING-Trusses require extreme care in fabrication, handling, shipping, installing and bracing. Refer to BCSI
1-03 published by TPI and WTCA for safety practices prior to performing these functions.
M
Job Truss Truss Type Qty Ply 12/13 ATLANTIC BEACH-TAYLOR RESIDENCE
59123148 F01 FLOOR 5 1
Job Reference o tional
ProBuild East,Pooler,GA 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Oct 22 10:42:50 2013 Page 1
ID:aRhMYG67RMnC2ywrMVimtXyR9Q5-BoXc?orPcFuoU?VGhPyASg7?1 i_UXBgX_9QbhyQuw
0-1-8
- 1
N� 3-0� 0� 2-0-09-10 1�3� 22 � 1�3� 0- -8
Scal =1:52.
2x4 II 4x4= 2x4 II
2x4= 4x4= 3x6 FP= 4x6= 40= 4x4= 20 II 2x4 II 2x4=
A B C D Ti E F G H I J K L M N 0 P Q R
1 AK
Al AH AG AF AE AD AC AB AA z Y X W V U T S 1
3x6= 4x4= 20 11 3x6 FP= 4x4= 4x6= 3x6 FP= 40= 40= 3x5=
20 11 4x8=
10-8-2 26-6-2
2-9-0 5-30 7-9-0 8-8-29-8-2 11-7-4 14-1-4 1 16-7-4 , 19-2-12 20-7-1q 23-1-10 ,24-6-2�5-6� 26-j,-1029-2-0 , 31-11-0
2-9-0 2-6-0 2-6 0 11- 1-0 0 2-6-0 2-6-0 2-7-8 1-4-14 2-6-0 1-4-8 1-0-0 1-0 0 2-6-8 -9-0
1-0-0 0-11-2 0-1-8
Plate Offsets(X,Y): [13:0-1-12,Edge],[E:0-1-8,Edge],[F:0-1-8,Edge],[N:0-1-8,Edge],[0:0-1-8,0-0-0],[R:0-1-8,Edge],[S:0-2-0,Edge],[U:0-1-8,Edge],[V:0-1-8,Edge],[AD:0-1-8
10-0-0], AE:0-1-8,Edge], AJ:0-1-8,0-1-0, AK:0-1-8 0-1-0
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.61 Vert(LL) -0.23 AE >989 480 MT20 244/190
TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.36 AE >641 240
BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.05 S n/a n/a
BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:163 Ib FT=20%F,11%E
LUMBER BRACING
TOP CHORD 2x4 SP M 30(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP DSS(flat) end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS (Ib/size) AI=911/0-5-8 (min.0-1-8),Y=2079/0-3-8 (min.0-1-8),S=481/0-5-8 (min.0-1-8)
Max GravAI=933(LC 10),Y=2079(LC 1),S=596(LC 4)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD B-C=-1700/0,C-D=-2760/0,D-E=-3250/0,E-F=-3241/0,F-G=-2915/0,G-H=-1947/0,
H-1=-424/256,I-J=424/256,J-K=0/2181,K-L=0/2181,L-M=-434/1095,M-N=-1306/402,
N-O=-1306/402,O-P=-1306/402,P-Q=-978/26
BOT CHORD AH-AI=0/1008,AG-AH=0/2362,AF-AG=0/3140,AE-AF=0/3241,AD-AE=0/3241,
AC-AD=0/3241,AB-AC=0/2534,AA-AB=0/2534,Z-AA=0/1325,Y-Z=-914/0,X-Y=-1374/0,
W-X=-1374/0,V-W=-789/936,U-V=402/1306,T-U=-133/1270,S-T=0/632
WEBS N-V=-417/0,E-AE=-352/72,F-AD=-44/379,B-AI=-1339/0,B-AH=0/963,C-AH=-921/0,
C-AG=0/554,D-AG=-527/0,D-AF=-56/294,E-AF=-273/343,J-Y=-1686/0,J-Z=0/1317,
H-Z=-1295/0,H-AA=0/904,G-AA=-853/0,G-AC=0/640,F-AC=-801/0,M-V=0/901,
M-W=-894/0,L-W=0/841,L-Y=-1253/0,Q-S=-839/0,Q-T=-40/482,P-T=-406/148,
P-U=-389/48
NOTES (5-6)
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
4)CAUTION,Do not erect truss backwards.
5)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL.
6)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the
responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to
BCSI 1-03 published by TPI&WTCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply 12/13 ATLANTIC BEACH-TAYLOR RESIDENCE
59123148 F03 FLOOR 1 1
Job Reference(optional)
ProBuild East,Pooler,GA 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Oct 22 10:42:53 2013 Page 1
1 D:aRh MYG67RMnC2ywrMVimtXyR9Q5-ZN DlegtivAGNLTErMXWt4Jl WPv2dkXL_gx04C0yQuw
0-1-8
2i��1 3 6� S e1�=61:52.
6x8=
3x6 FP=
3x6 FP=
2x4= 5x6= 4x6 11 4x6 11 5x6 II 8x10= 5x6 ii 4x6 11 2x4=
A B C D E F G HI J K L M N 0 P Q
AJ
AH AG AF AE AD AC AB AA Z Y X W V U T S R
3x6= 4x4= 3x12 MT20H FP= 3x4= 4x6= 5x6= 5x8= 3x6 FP= 04= 2x4 II 4x4= 3x4=
3x4= 3x4= 4x4 11 4x6=
26-6-2
12-9-0 19-2-12 24-6-2 25 6-� 31-11-0
12-9-0 6-5-12 5-3-6 1-0-0 11-0 0i 5-4-14
Plate Offsets(X,Y): [B:0-2-12,Edge],[D:0-3-0,Edge],[E:0-3-0,Edge],[G:0-3-0,Edge],[K:0-4-4-, ge],[M:0-3-0,Edge],[N:0-3-0,0-0-0],[0:0-3-0,Edge],[P:0-3-0,Edge],[Q:0-3-0
,Edge],[R:0-2-0,Edge],[T:0-1-8,Edge],[U:0-1-8,Edge],[V:0-1-12,Edge],[Z:0-3-8,Edge],[AA:0-2-8,Edge],[AF:0-1-8,Edge],[AG:0-1-8,Edge],[AI:0-1-8,0-1-0],
AJ:0-1-8,0-1-0
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.53 Vert(LL) -0.22AC-AD >999 480 MT20 244/190
TCDL 10.0 Lumber Increase 1.00 BC 0.50 Vert(TL) -0.34AC-AD >680 240 MT20H 187/143
BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(TL) 0.06 Y n/a n/a
BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:207 Ib FT=20%F,11%E
LUMBER BRACING
TOP CHORD 2x4 SP M 30(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP DSS(flat) end verticals.
WEBS 2x4 SP No.2(flat)`Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
BL1,W1:2x4 SP No.3(flat)
REACTIONS (Ib/size) Y=2626/0-3-8 (min.0-1-8),AH=1046/0-5-8 (min.0-1-8),R=349/0-5-8 (min.0-1-8)
Max UpliftR=-107(LC 3)
Max GravY=2626(LC 1),AH=1074(LC 3),R=552(LC 4)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD B-C=-2102/0,C-D=-352110,D-E=-4342/0,E-F=-456210,F-G=-359610,G-H=-1446/60,
H-I=-1446/60,I-J=-1446/60,J-K=0/1726,K-L=0/2639,L-M=-616/1709,
M-N=-1125/1106,N-O=-1125/1106,O-P=-921/305
BOT CHORD AG-AH=0/1220,AF-AG=0/2952,AE-AF=0/4065,AD-AE=0/4065,AC-AD=0/4591,
AB-AC=0/4507,AA-AB=0/2661,Z-AA=-456/197,Y-Z=-3521/0,X-Y=-352510,W-X=-3525/0,
V-W=-2240/133,U-V=-1106/1125,T-U=-1106/1125,S-T=-521/1196,R-S=-154/602
WEBS N-T=0/470,K-Y=-2571/0,B-AH=-1585/0,B-AG=0/1196,C-AG=-1154/0,C-AF=0/772,
D-AF=-737/0,D-AD=0/376,E-AD=-338/0,F-AB=-1275/0,G-AB=0/1307,G-AA=-1696/0,
J-AA=0/1741,J-Z=-2070/0,K-Z=0/2276,M-V=-1176/0,L-V=0/1069,L-W=-1190/0,
K-W=0/1283,P-R=-780/201,P-S=-205/433,O-S=-3721293,O-T=-854/0
NOTES (7-8)
1)Unbalanced floor live loads have been considered for this design.
2)All plates are MT20 plates unless otherwise indicated.
3)All plates are 3x5 MT20 unless otherwise indicated.
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 107 Ib uplift at joint R.
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
6)CAUTION,Do not erect truss backwards.
7)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL.
8)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the
responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to
BCSI 1-03 published by TPI&WTCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
1)Floor:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:R-AH=-10,A-Q=-100
Concentrated Loads(lb)
Vert:F=-550
Job Truss Truss Type Qty Ply 12/13 ATLANTIC BEACH-TAYLOR RESIDENCE
59123148 F04 FLOOR 2 1
Job Reference 1o tional
ProBuild East,Pooler,GA 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Oct 22 10:42:54 2013 Page 2
ID a Rh MYG67R M nC2ywrMVimtXyR9Q5-1 Zn7r9uwgUOEzdp1 wF16cWHgcJKOT?17ub7ekTyQu
LOAD CASE(S)Standard
Concentrated Loads(lb)
Vert:T=-360(F)
Job Truss Truss Type Qty Ply 12/13 ATLANTIC BEACH-TAYLOR RESIDENCE
59123148 F06 FLOOR 1 1
Job Reference(optional)
ProBuild East,Pooler,GA 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Oct 22 10:42:56 2013 Page 1
I D:aRh MYG67RMnC2ywrMVimtXyR9Q5-zyutGrvAC5eyCwzQ2g3ahxN 1 G72Cx_8QMvelpLyQuw
0-4-0
1-3-02-0-0 1-9-12 1-3-6 2-0-0 „ 1-3-6 0-1u-8
6-
• H�� �� -� �� i �� S.k�1:35.3
4x4= 2x4 11
3x5 II 2x4 II 2x4 II axe FP= 2x4 II 2x4 II 2x4=
A B C D E F G H I J K L M N O
Z
IT, -Z!�2q
Y X W V T S R Q
2x4 II 44= Us= 3x4= 3x5=
3x6 FP=
0 0 3-7-8 4-7-8 5-7-8 8-11-4 14-2-1015 2-1 16-2-10 21-7-8
4-0 3-3-8 1-0-0 1-0-0 3-3-12 5-3-6 1-0-0 1-0-0 5-4-14
Plate Offsets(X,Y): [A:0-3-0,Edge],[D:0-1-8,Edge],[E:0-1-8,0-0-0],[H:0-1-12,Edge],[K:0-1-8,Edge],[L:0-1-8,0-0-0],[0:0-1-8,Edge],[P:0-2-0,Edge],[R:0-1-8,Edge],[S:0-1-8
,Ed e, T:0-1-8,Ed e, :0-1-8 Ed e, :0-1-8,Ed e,[Z:0-1-8,G-1-01
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.56 Vert(LL) -0.10 Q-R >999 480 MT20 244/190
TCDL 10.0 Lumber Increase 1.00 BC 0.63 Vert(TL) -0.14 Q-R >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) -0.02 U n/a n/a
BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:112 Ib FT=20%F,11%E
LUMBER BRACING
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2(flat) end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS (Ib/size) A=391/0-3-8 (min.0-1-8),U=1291/0-3-8 (min.0-1-8),P=633/0-5-8 (min.0-1-8)
Max GravA=435(LC 10),U=1291(LC 1),P=649(LC 7)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD A-B=-366/0,B-C=-361/0,C-D=-680/9,D-E=-680/9,E-F=-680/9,F-G=0/617,G-H=0/615,H-I=-873/0,I-J=-873/0,
J-K=-1579/0,K-L=-1579/0,L-M=-1579/0,M-N=-1086/0
BOT CHORD W-X=0/656,V-W=-9/680,U-V=-192/409,T-U=-24/415,S-T=0/1311,R-S=0/1579,Q-R=0/1442,P-Q=0/691
WEBS K-S=-261/0,E-V=-278/0,A-X=0/480,C-X=-411/0,F-V=0/513,F-U=-837/0,J-S=0/519,J-T=-655/0,H-T=0/668,
H-U=-1036/0,N-P=-917/0,N-Q=0/550,M-0=495/0,M-R=-9/306
NOTES (6-7)
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
5)CAUTION,Do not erect truss backwards.
6)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL.
7)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the
responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to
BCSI 1-03 published by TPI&WTCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply 12/13 ATLANTIC BEACH-TAYLOR RESIDENCE
59123148 FOS FLOOR 1 1
Job Reference o tional
ProBuild East,Pooler,GA 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Oct 22 10:42:58 2013 Page 1
I D:aRh MYG67RMnC2ywrMVimtXyR9Q5-vLOdhXxQkivg SE6o9552nMSOVwjSPuejpDSruEyQuw
0-1-8
1-3-00-10-8 , 2-0-0 1-9-12 1-3-6 2-0-0 1-3-6 0-u1-8
H r -��r � �� r � �r-� S.IA t 1:33.
2x4 II 2x4 11 2x411
2x4= 2x4 II 2x4 II 3x6 FP= 2x4 11 2x4=
A B C D E F G H 1 J K L M N
Y
V U S R Q P
3x5= 3x8= 3x4= 3x5=
3x6 FP=
3-6-0 15-2-10
2-4-8 2- 0 4-6-0 5-10-8 7-8-4 7- 129-2-10 11-8-10 13-1-2 14-1-2 15-1-2 17-9-0 20.6-0
2 4-8 0- -8 1-0-0 1-4-8 1-9-12 0- -8 1 4-14 2-6-0 1 4-8 1-0.0 1-0.0 2-6 6 2-9-0
1-0-0 0-1-
Plate Offsets(X,Y): [C:0-1-8,Edge],[D:0-1-8,0-0-0],[G:0-1-12,Edge],[J:0-1-8,Edge],[K:0-1-8,0-0-0],[N:0-1-8,Edge],[0:0-2-0,Edge],[Q:0-1-8,Edge],[R:0-1-8,Edge],[S:0-1-8
,Ed e, U:0-1-8,Ed e, :0-1-8,Ed e, :0-2-0,Ed e,[X:0-1-8,0-1-01, :0.1-8,0-1-0
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.51 Vert(LL) -0.10 P-Q >999 480 MT20 244/190
TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.15 P-Q >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.03 0 n/a n/a
BCDL 5.0 Code FRC2010ITP12007 (Matrix) Weight:106 Ib FT=20%F,11%E
LUMBER BRACING
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2(flat) end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS (Ib/size) W=322/Mechanical,T=1265/0-3-8 (min.0-1-8),0=628/0-5-8 (min.0-1-8)
Max GravW=366(LC 10),T=1265(LC 1),0=646(LC 7)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD B-C=-495/16,C-D=-495/16,D-E=-495/16,E-F=0/643,F-G=0/641,G-H=-850/0,H-I=-1564/0,I-J=-1564/0,
J-K=-1564/0,K-L=-1564/0,L-M=-1080/0
BOT CHORD V-W=0/341,U-V=-16/495,T-U=-185/278,S-T=-94/390,R-S=0/1291,Q-R=0/1564,P-Q=0/1433,O-P=0/688
WEBS J-R=-270/0,B-W=450/0,B-V=-66/250,E-U=0/440,E-T=-776/0,H-R=0/540,H-S=-659/0,G-S=0/670,G-T=-1039/0,
M-O=-913/0,M-P=0/546,L-P=-490/0,L-Q=-29/296
NOTES (6-7)
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)Refer to girder(s)for truss to truss connections.
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0.131"X 3")nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
5)CAUTION,Do not erect truss backwards.
6)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr,O.P.FL.
7)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the
responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to
BCSI 1-03 published by TPI&WTCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
F
Truss Truss Type Qty Ply 12/13 ATLANTIC BEACH-TAYLOR RESIDENCE
23148 F10 GABLE 1 1Job ReferentionaloBuild East,Pooler,GA 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Oct 22 10:42:59 2013 Page 1
I D:aRhMYG67RMnC2ywrMVimtXyR9Q5-OXaOutx2U01 X30h?jod HJa?f?KCY8PNs2trPQgyQuw
0-H8 0-H8
Scale:3/8"=1
3x6 FP=
A 8 C D E F G H I J K L M N 0 P Q
AJ
1 1 1 Ell Ell Ell 1 Ell'L i I i— W imm —
1 1 1 1
AH AG AF AE AD AC AB AA Z Y X W V u T S R
3x4= 3x6 FP= 3x4=
2-8-0 4-0-0 5-4-0 6-8-0 8-0-0 9-4-0 10-8-0 12-0-0 13-4-0 14-8-0 16-0-0 17-4-0 18-8-0 19-7-8
1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1 1 1-4-0 0-11-8
Plate Offsets(X,Y): Q:0-1-8,Ed e, AI:0-1-8 0-1-0, AJ:0-1-8,0-1-0
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 R n/a n/a
BCDL 5.0 Code FRC2010ITP12007 (Matrix) Weight:86 Ib FT=20%F,11%E
LUMBER BRACING
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2(flat) end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3(flat)
REACTIONS All bearings 19-7-8.
(lb)- Max Grav All reactions 250 Ib or less at joint(s)AH,R,AG,AF,AE,AD,AC,AB,AA,Y,X,W.V,U,T,S
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES (6-7)
1)All plates are 2x4 MT20 unless otherwise indicated.
2)Gable requires continuous bottom chord bearing.
3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
4)Gable studs spaced at 1-4-0 oc.
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
6)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL.
7)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the
responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to
BCSI 1-03 published by TPI&VVTCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply 12/13 ATLANTIC BEACH-TAYLOR RESIDENCE
59123148 F12 GABLE 1 1
Job Reference(optional)
ProBuild East,Pooler,GA 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Oct 22 10:43:00 2013 Page 1
I D:aRh MYG67RMnC2ywrMVimtXyR9Q5-sj8O6Dyh FK9NhYGBHVB WsnXgkkYmtsdOHXayy6yQu
p_H g
0-H8
Scale:3/8"=1
3x6 FP=
A B C D E F G H I J K L M N 0 P Q
T1 T7
AJ
E!L 1 1 1 1 1 LE 1 1 1 1 1 1 1 1
AH AG AF AE AD AC AB AA Z Y X W V U T S R
3x4= 3x6 FP= 3x4=
1-4-0 2-8-0 4-0-0 5-4-0 6-8-0 8-0-0 9-4-0 10-8-0 12-0-0 13 4-0 14-8-0 16-0-0 17-4-0 18-8-0 19-6-8
1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 0-10-8
Plate Offsets(X,Y): 0:0-1-8,Ed e, AI:0-1-8,0-1-0, AJ:0-1-8 0-1-0
LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/deft Ud PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 R n/a n/a
BCDL 5.0 Code FRC2010ITP12007 (Matrix) Weight:86 Ib FT=20%F,11%E
LUMBER BRACING
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2(flat) end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3(flat)
REACTIONS All bearings 19-6-8.
(lb)- Max Grav All reactions 250 Ib or less at joint(s)AH,R,AG,AF,AE,AD,AC,AB,AA,Y,X,W,V,U,T,S
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
I NOTES (6-7)
1)All plates are 2x4 MT20 unless otherwise indicated.
2)Gable requires continuous bottom chord bearing.
3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
4)Gable studs spaced at 1-4-0 oc.
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
6)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL.
7)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the
responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to
BCSI 1-03 published by TPI&WTCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply 12/13 ATLANTIC BEACH-TAYLOR RESIDENCE
59123148 F14 GABLE 1 1
Job Reference(optional)
ProBuild East,Pooler,GA 7.350 a Sep 27 2012 MiTek Industries,Inc. Tue Oct 22 10:43:00 2013 Page 1
I D:aRh MYG67RMnC2ywrMVimtXyR9Q5-sj806DyhFK9NhYGBHVB WsnXgkkYRsdOHXayy6yQu
ON8 O148
Scale=1:20.
A B C D E F G H I J K
X
T T T 17
T T T T T
V U T S R Q P 0 N M L
3x4=
3x4=
1-4-0 2-8-0 4-0-0 5-4-0 6-8-0 8-0-0 9-4-0 10-8-0 12-0-0 12-10-0
1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 0-10-0
Plate Offsets(X,Y): K:0-1-8,Ed e,[M.0-1-8,0-1-01,[KO-11-8,13-1-91
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 L n/a n/a
BCDL 5.0 Code FRC2010ITP12007 (Matrix) Weight:58 Ib FT=20%F,11%E
LUMBER BRACING
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2(flat) end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3(flat)
REACTIONS All bearings 12-10-0.
(lb)- Max Grav All reactions 250 Ib or less at joint(s)V,L,U,T,S,R,Q,P,O,N,M
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES (6-7)
1)All plates are 2x4 MT20 unless otherwise indicated.
2)Gable requires continuous bottom chord bearing.
3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
4)Gable studs spaced at 1-4-0 oc.
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
6)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL.
7)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the
responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to
BCSI 1-03 published by TPI&WTCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply �12/13AILANIIL; EACH-TAYLOR RESIDENCE
59123148 F15C FLOOR 5 1
Job Reference o tional
ProBuild East,Pooler,GA 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Oct 22 10:43:01 2013 Page 1
I D:aRhMYG67RMnC2ywrMVimtXyR9Q5-KwimJZzJOdHEJ irNgDf1O?4gm8jOcEF9VBKVUZyQuw
0-1-8
H 1-8-12 1-2-2 1-3-0 , 2-0-0 0-10-6 0�1r 8
F—- -{ Scale`_':23.
3x5=
3x5=
3x5= 2x4 11 2x4 II
A B C D E F G H I
R
Q
Pq N M L K J
3x8=
3x5=
2-2-12
2-0-0 21 r4 3-6-6 6-0-6 7-4-14 8-4-14 9-4-14 9 6 11-7-12 14-4-12
2-0-0 0 1- 1-3 10 2-6-0 1-4-9 1-0-0 1-0-0 0-1-8 2-1-6 2-9-0
0-1-8
Plate Offsets(X,Y): [A:0-2-0,F [C:0-1-12,Edge],[E:0-1-8,Edge],[F:0-1-8,0-0-0],[J:0-2-0,Edge],[L:0-1-8,Edge],[M:0-1-8,Edge],[N:0-1-12,Edge],[Q:0-1-8,0-1-8],[R:0-1-8
Q1-8
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.83 Vert(LL) -0.10 K-L >999 480 MT20 244/190
TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.13 K-L >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) 0.02 J n/a n/a
BCDL 5.0 Code FRC2010ITP12007 (Matrix) Weight:79 Ib FT=20%F,11%E
LUMBER BRACING
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2(flat) end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS (Ib/size) J=571/Mechanical,0=1530/0-5-8 (min.0-1-8)
Max GravJ=638(LC 4),0=1530(LC 1)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD A-B=0/858,B-C=0/855,C-D=-879/438,D-E=-1498/7,E-F=-1498/7,F-G=-1498/7,G-H=-1044/0
BOT CHORD N-O=-648/450,M-N=-230/1284,L-M=-7/1498,K-L=0/1387,J-K=0/670
WEBS E-M=-317/0,B-O=-322/0,A-0=-1008/0,D-M=0/648,D-N=-682/0,C-N=0/687,C-O=-952/0,H-J=-893/0,H-K=0/520,
G-K=-477/29,G-L=-218/382
NOTES (6-7)
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)Refer to girder(s)for truss to truss connections.
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
5)CAUTION,Do not erect truss backwards.
6)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL.
7)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the
responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to
BCSI 1-03 published by TPI&WTCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
1)Floor:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:J-P=-10,A-B=-200,B-1=-100
Concentrated Loads(lb)
Vert:A=-360
Job Truss Truss Type Qty Ply 12/13 ATLANTIC BEACH-TAYLOR RESIDENCE
59123148 F17 FLOOR 1 1
Job Reference(optional)
ProBuild East,Pooler,GA 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Oct 22 10:43:02 2013 Page 1
I D:aRhMYG67RMnC2ywrMVimtXyR9Q5-o6G8Wu_xnxP5wrQZOwA_xCc8CX9HLksl kr331?yQuw
3x5 11 1-3-0 3x5 11
0-7-8 3x5 11 3x5 11
�
A B C 0
Scale=1:7.
T1
i
T1
1 w1 W2 W2 wt w1
B1
I
i
2x4 II 2x4 II
H G F
3x5= 3x5=
3-10-8
3-10-8
Plate Offsets(X,Y): A:0-3-0,Ed e, B:0-3-0,Ed e, C:0-3-O,Ed e, D:0-3-0,Edge], E:0-2-0 Ed e,[F:0-1-8,0-0-01, G:0-1-8 Ed e, H:0-2-0,Ed e
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.21 Vert(LL) -0.01 G >999 480 MT20 244/190
TCDL 10.0 Lumber Increase 1.00 BC 0.33 Vert(TL) -0.01 G >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(TL) 0.00 E n/a n/a
BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:28 Ib FT=20%F,11%E
LUMBER BRACING
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except
BOT CHORD 2x4 SP No.2(flat) end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (Ib/size) H=422/Mechanical,E=701/0-3-8 (min.0-1-8)
Max Graves=560(LC 3),E=784(LC 4)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD B-C=-639/0
BOT CHORD G-H=0/639,F-G=0/639,E-F=0/639
WEBS C-E=-753/0,B-H=-753/0
NOTES (6-7)
1)Unbalanced floor live loads have been considered for this design.
2)Refer to girder(s)for truss to truss connections.
3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)356 Ib down at 3-9-0 on bottom
chord. The design/selection of such connection device(s)is the responsibility of others.
5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
6)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL.
7)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the
responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to
BCSI 1-03 published by TPI&WTCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
1)Floor:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plo
Vert:E-H=-10,A-D=-100
Concentrated Loads(lb)
Vert:E=-356(B)B=-368
To: Reaction
DURHAM Job Number: 59123148
Fax: Page: 1
Project: 59123148 Block No: Date: 10/22/13 10:51:00
Model: TAYLOR RESIDENCE Lot No:
Contact: Site: Office: Deliver To: Account No: 000000032
Designer:
Name: LOT 12 BLK 13 A /
Salesperson: CHUCK BOLLINE
Phone:
Quote Number.
Fax:
ATLANTIC BEACH,FL 32225 P.O.Number:
Qty: Truss Id: Span: Truss Type: Depth
Reactions:
31-11-00 Joint S Joint Y Joint c
5 F01 FLOOR 01.04-00 596.42 2078.88 933.19
31-11-00 Joint U Joint[ Joint- Joint a Joint b
1 F02 FLOOR 01-04-00 632.86 1255.65 1552.99 151.47 273.11
-159.99
31-11-00 Joint R Joint Y Joint b
1 F03 FLOOR 01-04-00 551.65 2625.77 1074.00
77777-- -106.58
33-11-00 Joint V Joint Joint f
2 F04 FLOOR 01-04-00 1450.37 2052.97 932.27
31-11-00 Joint S Joint Y Joint c
2 F05 FLOOR 01-04-00 589.76 2077.15 943.17
21-07-08 Joint A Joint P Joint U
1 F06 FLOOR W-04-00 435.37 649.08 1291.12
20-09-08 Joint A Joint N Joint S
1 F07 FLOOR 01-04-00 378.20 650.03 1258.43
20-06-00 Joint O Joint T Joint W
1 F08 FLOOR 01-04-00 646.34 1264.82 365.62
19-07-08 Joint L Joint V
4 F09 FLOOR 01-04-00 1059.51 1059.65
19-07-08 Joint R Joint S Joint T Joint U Joint V
1 F10 GABLE 01-04-00 34.48 119.87 152.19 145.25 147.03
19-06-08 Joint L Joint V
2 Fll FLOOR 01-04-00 1054.79 1054.79
19-06-08 Joint R Joint S Joint T Joint U Joint V
1 F12 GABLE 01.04-00 29.40 115.41 152.67 145.13 147.06
19-01-00 Joint L Joint U
9 F13 FLOOR 01-04-00 1035.83 1029.60
12-10-00 Joint L Joint M Joint N Joint O Joint P
I�� 1 F14 GABLE 01-04.00 27.16 112.88 152.89 145.07 147.08
12-04-12 Joint I Joint N
4 F15 FLOOR 01-04-00 668.01 661.79
14-04-12 Joint J Joint O
ar777c�s�!'==== 5 F15C FLOOR 01-04-00 637.78 1529.63
03-10-08 Joint E Joint H
1 F16 FLOOR 01-01-00 619.98 467.95
03-10-08 Joint E Joint H
1 F17 FLOOR 01-01-00 784.39 560.36
JANUARY 1, 2009 L-BRACE DETAIL ST - L-BRACE
MiTek Industries,Chesterfield,MO Page 1 of 1
• aaaa
0 00
0 00
a
MiTek Industries,Inc.
Nailing Pattern Note: L-Bracing to be used when continuous
L-Brace size Nail Size Nail Spacing lateral bracing is impractical. L-brace
1x4 or 6 10d 8"o.c. must cover 90%of web length.
2x4,6,or 8 16d 8"o.c.
Note: Nail along entire length of L-Brace L-Brace Size
(On Two-Ply's Nail to Both Plies) for One-Ply Truss
Specified Continuous
Rows of Lateral Bracing
Web Size 1 2
Nails
2x3 or 2x4 1 x4 •••
2x6 1x6
k
2x8 2x8
DIRECT SUBSTITUTION NOT APLICABLE.
k
a SPACING
k
WEB
k L-Brace Size
for Two-Ply Truss
L-BRACE Specified Continuous
Rows of Lateral Bracing
Web Size 1 2
2x3 or 2x4 2x4
2x6 2x6
2X8 2x8 ""•
DIRECT SUBSTITUTION NOT APLICABLE.
Nails / Section Detail
E L-Brace
Web
L-Brace must be same species grade(or better) as web member.
JANUARY 1, 2009 Standard Gable End Detail ST-GE130-001
MiTek Industries,Chesterfield,MO Page 1 of 2
2x–
• L��� Typicalerti_x4 L-Brace Nailed To
2x_Vcals W/1 Od Nails,6"D.C. Vertical Stud
0 004 -16d Common
oM
Vertical d ( ) DIAGONAL
Wire Nails BRACE
Lu--u—I16d
MiTek Industries,Inc. Wire
Common
Wire Nails
SECTION B-B Spaced 6"o.c.
DIAGONAL BRACE /—� +
4'-0"0.C.MAX (2)-10d Common 2x6 Stud or
Wire Nails into 2x6 2x4 No.2 of batter
TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY. Typical Horizontal Brace
Nailed To 2x_Verticals
12 SECTION A A w/(4)-10d Common Nails
A
Varies to Common Truss zxa Stud
* DESIGN
ENGINEERING PROVIDE 2x4 BLOCKING BETWEEN THE FIRST
SEE INDIVIDUAL TWO TRUSSES AS NOTED. TOENAIL BLOCKING
DRAWINGS FOR DESIGN CRITERIA TO TRUSSES WITH(2)-10d NAILS AT EACH END.
A ATTACH DIAGONAL BRACE TO BLOCKING WITH
**
(5)-10d COMMON WIRE NAILS.
141 B B 3x4=
(4)-8d NAILS MINIMUM,PLYWOOD
SHEATHING TO 2x4 STD SPF BLOCK
Diagonal Bracing ** -L-Bracing Refer
Refer to Section A-A to Section B-B
2a"Max Roof Sheathin
NOTE:
1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS.
2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND 1'-3"
WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. (2)-10�
3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. Max. / // (2) 10d NAILS
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT
BRACING OF ROOF SYSTEM. /
4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES:1 x4 SRB
OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6"O.C.
5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF = jrus as @ 24" O.C.
DIAPHRAM AT 4'-0"O.C.
6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A /
2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL
BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD.
ATTACH TO VERTICAL STUDS WITH(4)10d NAILS THROUGH 2x4. / x6 DIAGONAL BRACE SPACED 48"O.C.
(REFER TO SECTION A-A) Diag. Brace /ATTACHED TO VERTICAL WITH(4)-16d
7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240. at 1/3 point COMMON WIRE NAILS AND ATTACHED
98. THIS. DO NOT DETAIL
EDOES
FLAT BOTTOM CHORD GABLES EXT TO SCISSOR It needed TO BLOCKING WITH(5)-10d COMMONS.
USE
TYPE TRUSSES.
End Wall HORIZONTAL BRACE
(SEE SECTION A-A)
2 DIAGONAL
Minimum Stud Without 1x4 2x4 DIAGONAL BRACES AT
Stud Size Spacing Brace L-Brace L-Brace BRACE 1/3 POINTS
Species
and Grade Maximum Stud Length
2x4 SPF Std/Stud 12"O.C. 4-0-7 4-3-2 6-0-4 8-0-15 12-1-6
2x4 SPF Std/Stud 16"O.C. 3-7-0 3 8 4 5-2-10 7-1-15 10-8-15
2x4 SPF Std/Stud 24"O.C. 2-11-1 3-0-2 4-3 2 5 10-3 8 9 4
Diagonal braces over 6'-3"require a 2x4 T-Brace attached to
one edge. Diagonal braces over 12'-6"require 2x4 I-braces
attached to both edges. Fasten T and I braces to narrow edge
of web with 10d common wire nails 8in o.c.,with 3in minimum
end distance. Brace must cover 90%of diagonal length.
MAXIMUM WIND SPEED=130 MPH
MAX MEAN ROOF HEIGHT=30 FEET
CATEGORY II BUILDING
EXPOSURE B or C
ASCE 7-98,ASCE 7-02,ASCE 7-05 STUD DESIGN IS BASED ON COMPONENTS AND CDDING.
DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRSLA
.
STANDARD PIGGYBACK ST-PIGGY
OCT 29, 2004 TRUSS CONNECTION DETAIL
"W * 2x_x 6'-0"SIZE TO MATCH ALL VALUES SHOWN BELOW ARE
TOP CHORD OF PIGGYBACK. BASED ON LOAD DURATION OF 1.33
ATTACHED TO ONE FACE OF TOP
MiTek industries.Inc. CHORD WITH 2 ROWS OF 10d(0 131"X 3')
NAILS SPACED 6"O.G. MAXIMUM UPLIFT SCAB
/ CAPACITY USING(10)
10d(0.131"X 3")NAILS:
PIGGYBACK TRUSS SYP= 1409 LBS
SPF= 1090 LBS
DF= 1290 LBS
�c ATTACH PIGGYBACK TRUSS HF= 1117 LBS
TO EACH PURLIN WITH SPF-S= 957 LBS
2-16d(0 131"X 3 5')NAILS TOENAILED.
MAXIMUM UPLIFT PURLIN
DA CAPACITY USING(2)16d
rti (0.131"X 3.5")NAILS:
SYP= 155 LBS
SPF= 79 LBS
DF= 122 LBS
BHF= 83 LBS
ASE TRUSS
SPF-S= 54 LBS
MAXIMUM UPLIFT SHEATHING
SPACE PURLINS ACCORDINGTOTHE MAXIMUM ATTACH EACH PURLIN TO TOP CAPACITY USING I/2"SHEATHING
SPACING ON THE TOP CHORD OFTHE BASE CHORD OF BASE TRUSS WITH AND(2)8d(0.131"X 2.5")NAILS:
TRUSS(SPACING NOT TO EXCEED 24"O.0). 2-16d(0.131"X 3.5")NAILS
A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT SYP= 109 LBS
�Ic FOR PIGGY BACK TRUSSES WITH SPANS<12' SPF= 55 LBS
SCAB MAY BE OMMITED PROVIDED THAT: DF= 85 LBS
ROOF SHEATHING TO BE CONTINUOUS OVER JOINT HF= 58 LBS
(SHEATHING TO OVERLAP MINIMUM 12"OVER JOINT) SPF-S= 37 LBS
CAP CONNECTION IS MADE TO RESIST UPLIFT.
SEE MAXIMUM CONNECTION CAPACITIES AND COMPARE WITH ENGINEERING DRAWING
CONNECTION CAPACITIES FOR SCABS,PURLINS.AND SHEATHING MAY BE COMBINED WHEN
DETERMINING OVERALL UPLIFT CAPACITY.
IF NO GAP EXISTS BETWEEN CAP TRUSS AND BASE TRUSS: MAXIMUM UPLIFT GUSSET
REPLACE TOE NAILING OF CAP TRUSS TO PURLINS WITH GUSSETS CAPACITY USING 7/16"GUSSETS
AS SHOWN,AND APPLY PURLINS TO LOWER EDGE OF BASE AND(6)6d(0.113"X 2)NAILS:
TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE TRUSS DESIGN DRAWING.
SYP= 399 LBS
IIIc CONNECTION AS ABOVE *
6'x 6"x 112"PLYWOOD(or 7/16"OSB) SPF= 367 LBS
GUSSET EACH SIDE AT DF= 391 LBS
EACH BASE TRUSS JOINT. 367 LBS
SP
ATTACH WITH 3-6d(0.113"X 2")NAILS SPF-S= 343 LBS
INTO EACH CHORD FROM
�— EACH SIDE(TOTAL-12 NAILS)
ADD PURLINS TO BOTTOM EDGE
FOR LARGE CONCENTRATED LOADS APPLIED MAXIMUM UPLIFT SCAB
TO CAP TRUSS REQUIRING A VERTICAL WEB: d oCITY USIX 3N NAILS:((20)
.131"1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS SYP= 2819 LBS
MUST MATCH IN SIZE,GRADE,AND MUST LINE UP SPF= 2181 LBS
AS SHOWN IN DETAIL OF= 2580 LBS
VERTICAL WEB TO
2) VERTICAL WEBS OF PIGGYBACK MUST RUN THROUGH HF= 2234 LBS
EXTEND THROUGH BOTTOM CHORD SO THAT THERE IS FULL WOOD SPF-S= 1915 LBS
BOTTOM CHORD TO WOOD CONTACT BETWEEN WEB OF PIGGYBACK
OF PIGGYBACK AND THE TOP CHORD OF THE BASF TRUSS.
3) CONCENTRATED LOAD MUST BE APPLIED
TO BOTH THE PIGGYBACK AND THE BASE TRUSS
4) ATTACH 2 x x 6'-0"SCAB TO EACH FACE OF
TRUSS ASSEMBLY WITH 2 ROWS OF 10d(0 131"X 3')NAILS
SPACED 6"Q.0 FROM EACH FACE (SIZE AND GRADE TO MATCH
VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.)
(MINIMUM 2X4)
5) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM
CONCENTRATED LOAD OF 4000 LBS(@1.15). REVIEW
BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS
GREATER THAN 4000 LBS,
6) FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS,
NUMBER OF PLYS OF PIGGYBACK TRUSS TO MATCH
BASE TRUSS.
JANUARY 1, 2009 TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WIND2
00 ® MiTek Industries,Chesterfield,MO Page 1 of 1
GENERAL SPECIFICATIONS
0 00 1.NAIL SIZE=3"X 0.131"=10d
n 2.WOOD SCREW=4.5"WS45 USP OR EQUILIVANT
u 3.INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES.
MiTek Industries,Inc. GABLE END,COMMON TRUSS 4.INSTALL VALLEY TRUSSES(24"O.C.MAXIMUM)AND
OR GIRDER TRUSS SECURE TO BASE TRUSSES AS PER DETAIL A
5.BRACE VALLEY WEBS IN ACCORDANCE WITH THE
INDIVIDUAL DESIGN DRAWINGS.
6.NAILING DONE PER NDS-01
7.VALLEY STUD SPACING NOT TO EXCEED 48"O.C.
BASE TRUSSES
VALLEY TRUSS TYPICAL
VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS
P t2 OR GIRDER TRUSS
SEE DETAIL
A BELOW(TYP.)
SECURE VALLEY TRUSS
W/ONE ROW OF 10d
NAILS 6"O.C.
WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05
ATTACH 2x4 CONTINUOUS N0.2 SYP MAXIMUM WIND SPEED=146 MPH
1/4"X 4.5" MAX MEAN ROOF HEIGHT=30 FEET
TO THE ROOF W/TWO USP WS45
( ) ROOF PITCH=MINIMUM 3/12 MAXIMUM 6/12
WOOD SCREWS INTO EACH BASE TRUSS. CATEGORY II BUILDING
PILOT HOLES SHALL BE DRILLED FOR THE EXPOSURE C
INSTALLATION OF ALL WOOD SCREWS. WIND DURATION OF LOAD INCREASE:1.60
THE DIAMETER OF THE HOLES SHALL MAX TOP CHORD TOTAL LOAD=50 PSF
CONFORM TO NDS-2001 SEC.11.1.4. MAX SPACING=24"O.C.(BASE AND VALLEY)
s
MINIMUM REDUCED DEAD LOAD OF 6 PSF
ON THE TRUSSES
Max
r
FEBRUARY 19, 2009 UPLIFT TOE-NAIL DETAIL ST-TOENAIL-UPLIFT
• Pae1of1
0O ® MiTek Industries,Chesterfield,MO g
• �00 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISTING
UPLIFT FORCES ONLY.BUILDING DESIGNER IS RESPONSIBLE
FOR LOADS IN OTHER DIRECTIONS.
MiTek Industries, Inc.
END VIEW
SIDE VIEW
o.00°
TOP PLATE
OF W LL 1"FOR 3"NAIL
NEAR SIDE 1-1/16"FOR 3.25"NAIL
NEAR SIDE L 1-3/16"FOR 3.5"NAIL
VIEWS SHOWN ARE FOR
FAR SIDE ILLUSTRATION PURPOSES ONLY
TOE-NAIL WITHDRAWAL VALUES PER NDS 2005(Ib/nail)
DIAM. SYP DF HIF SPF SPF-S
.131 59 46 32 30 20 NOTES:
(7 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES
z .135 60 48 33 30 20
O WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE
162 72 58 39 37 25 NAIL FROM THE MEMBER END AS SHOWN.
2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF
_j C0NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING
_ 128 54 42 28 27 19 OF THE WOOD.
~ z 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH
w2 731 55 43 29 28 19 LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN
J ED 148 62 48 34 31 21 THE CONNECTION.
N
z
(7 .120 51 39 27 26 17
p .128 49 38 26 25 17
o .131 51 39 27 26 17
6 ,148 57 44 31 28 20
VALUES SHOWN ARE CAPACITY PER TOE-NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
(3)-16d NAILS(.162"diam.x 3.5")WITH SPF SPECIES TOP PLATE
For Wind DOL of 1.33:
3(nails)X 37(Ib/nail)X 1.33(DOL for wind)=148 Ib Maximum Allowable Uplift Reaction Due To Wind
For Wind DOL of 1.60:
3(nails)X 37(Ib/nail)X 1.60(DOL for wind)=177 Ib Maximum Allowable Uplift Reaction Due To Wind
If the uplift reaction specified on the Truss Design
Drawing exceeds 147 lbs(177 lbs)Building Designer
is responsible to specifiy a different connection.
"'USE(3)TOE-NAILS ON 2x4 BEARING WALL
"'USE(4)TOE-NAILS ON 2x6 BEARING WALL
N
Q�
.�, E
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?NkJL DIGIN
ENGINEERING COVER SHEET
��. No. 6 °
Job Number: 59123147
Sold To: DURHAM BLDG MAT. _
w -
Ship To: LOT 12 BLK 13 SUB "A"
Lot/Block/Subdivision: ATLANTIC BEACH, FL FLORI�P Cs~$
Model: TAYLOR RESIDENCE '�,�'S•'•• ......'
County: DUVAL ///SI0 NAL
10/22/2013
Design Code: FRC 2010/TP12007 Design Method: MWFRS/C-C Hybrid Wind ASCE 7-10
Wind speed (mph): 130 mph
Design Software: MiTek 20/20 —Version 7.35
Total Roof Load: _37_ psf Total Floor Load: 55 psf
Engineer or Professional of Record:
Gartner, Geoffrey Wayne Jr. PE#59328, 3515 Ocean Cay Cir. Jacksonville Bch FL, 32250
This package includes_48_ Individual, dated Truss Design Drawing(s).
# Truss ID: Date: # Truss ID: Date: # Truss ID: Date: # Truss ID: Date: # Truss ID: Date:
1 A01 10/22/13 16 B03
10/22/13 31 EJ7 10/22/13 46 PO4 10/22/13 61
2 A02 10/22/13 17 CO 10/22/13 32 EJ7G 10/22/13 47 P05 10/22/13 62
3 A03 10/22/13 18 CO2 10/22/13 33 HO] 10/22/13 48 P06 10/22/13 63
4 A04 10/22/13 19 CO3 10/22/13 34 H02 10/22/13 49 64
5 A05 10/22/13 20 C04 10/22/13 35 H03 10/22/13 50 65
6 A06 10/22/13 21 CJ1 10/22/13 36 HJ5H 10/22/13 51 ss
7 A07 10/22/13 22 CJ1H 10/22/13 37 HP10/22/13 52 67
8 A08 10/22/13 23 0310/22/13 38 J07 10/22/13 53 68
9 A09 10/22/13 24 CJ3H 10/22/13 39 J07A 10/22/13 54 69
10 A]O 10/22/13 25 0510/22/13 40 J07B 10/22/13 55 70
r12
All 10/22/13 26 DO1 10/22/13 41 KO] 10/22/13 56 71
Al2 10/22/13 27 D02 10/22/13 42 K02 10/22/13 57 72
A13 1022/13 28 EO1 10/22/13 43 PO1 10/22/13 58 73
$Q] 10/22/13 29 EQ2 10/22/13 44 P02 10/22/13 59 74
15 $02 10/22/13 30 05H 10/22/13 45 P03 10/22/13 1160175
DIGIACOMO ENGINEERING INC.
Charles P DiGiacomo P E (Truss Design Engineer; FL PE License#59660
3184 Litchfield Dr. Orange Park FL
With my embossed seal affixed to this sheet, I hereby certify that I am the truss design engineer for the truss
designs listed above only. This index sheet to be compliant with 61G15-31.003 sec.5 of the Florida Board of
Professional Engineers.
The embossed seal on this index sheet indicates acceptance of professional engineering responsibility solely for
the Truss Design Drawings listed above. The suitability and use of each Truss design drawing for any particular
building is the responsibility of the Building Designer, per ANSI/TPI 1-2002 Section 2.
Unless noted above, there is no Structural Engineer Of Record at the time these drawings were sealed.
WARNING-Trusses require extreme care in fabrication, handling, shipping, installing and bracing. Refer to BCSI
1-03 published by TPI and WTCA for safety practices prior to performing these functions.
Job Truss Truss Type Qty Ply 12/13 ATLANTIC BEACH-TAYLOR RESIDENCE
59123147 A01 ATTIC 2 2 Job Reference o tional
F ProBuild East,Pooler,GA 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Oct 22 10:40:22 2013 Page 1
I D:aRhMYG67RMnC2ywrMVimtXyR9Q5-UKbfxB2aTnFokGBpOKITST_h W2WFsM3IxyJbPGyQuy
16-11-0
2-0-0 5-11-8 6-p-7 10-9-12 15-0.0 1 11 21-1-4 25-10-9 31-8-0
x 2 0 0 ' 5-11-8 0-0'15 4-9-5 4-2-4 11-
4-2-4 4 9 5 59 7
0-11-8 Scale=1:54.
5x6=
F
3x5=
6.00 12 3xG=
E
3x4 I1 O 3x4 11
D 3x6 11 H
8x8
8x8
N I
C N
O 10
IVI
ap
10.0-0 10
WIJ
B B2 B3
B1
oq 3x4 i N M P O � K 3x4
3x4 II 7x14 MT20H— 7x14 MT20H= 3x4 11
5-11-8 6 7 10-9-12 10- 1-8 20-11-8 21 1-4 25-10-9 31-8-0
5-11-8 0- -15 4-9-5 0- -12 100-0 0- -12 4-9-5 5-9-7
Plate Offsets X [F:0-3-0,0-3-41
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.66 Vert(LL) -0.34 L-M >999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.59 L-M >644 240 MT20H 187/143
BCLL 0.0 ' Rep Stress Incr NO WB 0.25 Horz(TL) 0.05 J n/a n/a
BCDL 10.0 Code FRC201 O/TP12007 (Matrix) Attic -0.14 L-M 879 360 Weight:406 Ib FT=20%
LUMBER BRACING
TOP CHORD 2x6 SP DSS*Except- TOP CHORD Structural wood sheathing directly applied or 5-10-7 oc purlins.
T1,T3:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
BOT CHORD 2x6 SP DSS`Except- JOINTS 1 Brace at Jt(s):O
B2:2x8 SP DSS
WEBS 2x4 SP No.3`Except`
W403:2x4 SP No.2,W5:2x8 SP No.2
REACTIONS (lb/size) B=2051/0-3-8 (min.0-1-8),J=2051/Mechanical
Max HorzB=129(LC 8)
Max UpliftB=-243(LC 8),J=-208(LC 9)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD B-C=-3928/376,C-D=-3716/335,D-E=3058/343,E-F=-72/1265,F-G=-76/1296,
G-H=3027/338,H-I=-3747/338,I-J=-4085/413
BOT CHORD B-N=375/3475,M-N=-377/3490,M-P=-198/3180,P-Q=-198/3180,L-Q=-198/3180,
K-L=-307/3608,J-K=-307/3601
WEBS E-0=-4799/442,G-O=-4799/442,D-M=33/1353,H-L=-50/1498,C-N=-323/121,
C-M=-629/211,I-L=-721/247,F-O=-19/402
NOTES (14-15)
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x8-2 rows staggered at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc,2x8-2 rows staggered at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply
connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Unbalanced roof live loads have been considered for this design.
4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph,TCDL=4.2psf;BCDL=6.Opsf,h=20ft;Cat.11;Exp C;End.,GCpi=0.18;
MWFRS(envelope);Lumber DOL=1.33 plate grip DOL=1.33
5)All plates are MT20 plates unless otherwise indicated.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit
between the bottom chord and any other members.
8)Ceiling dead load(5.0 psf)on member(s).D-E,G-H,E-O,G-O
9)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.L-M
10)Refer to girder(s)for truss to truss connections.
11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 243 Ib uplift at joint B and 208 Ib uplift at
joint J.
12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)330 Ib down and 38 Ib up at
15-11-8 on top chord,and 483 Ib down and 55 Ib up at 1511-8,and 483 Ib down and 55 Ib up at 18-8-8 on bottom chord. The
design/selection of such connection device(s)is the responsibility of others.
13)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
Continued on page 2
s
I
Job Truss Truss Type Qty Ply 12/13 ATLANTIC BEACH-TAYLOR RESIDENCE
59123147 A02 ATTIC 1 1
Job Reference(optional)
ProBuild East,Pooler,GA 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Oct 22 10:40:24 2013 Page 1
b. I D:aRhMYG67RMnC2ywrMVimtXyR9Q5-QjjQMt3q?OV WzZLC81LxXu4ONr5PK6Q2PGoiT9yQuy
-2-0-0 5-11-8 6- -7 10-9-12 15-11 8 21-1-4 25-10-9 31-11-0 33-11-0
2-0-0 5-11-8 0- -15 4-9-5 5-1-12 5-1-12 4-9-5 6-0-7
Scale=1:57.
4x6=
F
3x8= 3x8=
6.00 12 G
E
4-
3x5 II 3x5 11
D H
8x8 8x8
N I
C N
m fD
m
10-0-0
J
B 81 B2 g1 K I
�A P Q
3x8 O N M L 3x8
3x4 II 7x14 MT20H— 7x14 MT20H= 3x4 II
5-11-8 6- -7 10-9-12 10- 1-8 20-11-8 21 1-4 25-10-9 31-11-0
5-11-8 0- -15 4-9-5 0- -12 10-0-0 0- -12 4-9-5 6 0-7
Plate Offsets X, B:0 2-10,0-1-81, :0-4-6,0 4, :0-3-0,Ed a H:0-4-6,0-0-4, J:0-2-10,0 1-8
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) -0.38 M-N >999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.90 Vert(TL) -0.78 M-N >486 240 MT20H 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(TL) 0.09 J n/a n/a
BCDL 10.0 Code FRC2010/TP12007 (Matrix) Attic -0.14 M-N 856 360 Weight:205 Ib FT=20%
LUMBER
BRACING
TOP CHORD 2x6 SP DSS'Except` TOP CHORD Structural wood sheathing directly applied or 3-0-13 oc purlins.
T1:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-14 oc bracing.
BOT CHORD 2x6 SP No.2*Except* MiTek recommends that Stabilizers and required cross bracing
62:2x8 SP DSS be installed during truss erection,in accordance with Stabilizer
WEBS 2x4 SP No.3`Except` Installation guide.
W4,W3:2x4 SP No.2
REACTIONS (lb/size) B=1518/0-3-8 (min.0-1-13),J=1518/0-3-8 (min.0-1-13)
orz B=-123 LC 10
Max H ( )
Max UpliftB=-113(LC 12),J=113(LC 13)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD B-C=-2813/806,C-D=-2405/632,D-E=-1938/642,E-F=196/1310,F-G=-197/1310,
G-H=-1938/642,H-I=-2405/633,I-J=-2813/806
BOT CHORD 13-0=543/2475,N-O=-546/2476,N-P=-252/2028,P-Q=-252/2028,M-Q=-25212028,
L-M=581/2476,J-L=-580/2475
WEBS E-G=3493/943,D-N=30/898,H_M=30/898,C-N=-717/390,I-M=-717!389
NOTES (11-12)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=6.Opsf;h=20ft;Cat.II;Exp C;Encl.,GCpi=0.18;
MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.33 plate grip
DOL=1.33
3)120.01b AC unit load placed on the bottom chord,15-11-8 from left end,supported at two points,5-0-0 apart.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit
between the bottom chord and any other members.
7)Ceiling dead load(5.0 psf)on member(s).D-E,G-H,E-G
8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.M-N
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 113 Ib uplift at joint B and 113 Ib uplift at
joint J.
10)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
11)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL.
12)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the
responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to
• BCSI 1-03 published by TPI&WTCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
Job Truss Truss Type Qty �PlyI12/13 ATLANTIC BEACH-TAYLOR RESIDENCE
59123147 A04 ATTIC 1
Job Reference o Tonal
ProBuild East,Pooler,GA 7.350 s Sep 27 2012 MTek Industries,Inc. Tue Oct 22 10:40:27 2013 Page 1
ID:aRh MYG67RMnC2ywrMVimtXyR9Q5-gHOY_u6iHJt5q 14nptue9Wi WS36gXXoU5EOM4UyQuy
16-11-0
2-0-0 5 11-8 6 7 10-9-12 15 0 0 1 11 21-1-4 25-10 9 31-8-0
2-0 0 5-11-8 15 49 5 42 4 11 42 4 4-9-5 5-9-7
0-11-8 Scale=1:56.
5x6= 3x10=
3x10= F G5x6 H
6.00 fl2 E
3x4 11 P 3x4 11
D 3x4 11 1
8x8 6x8
N J
C N
10-0-0
K
8 B2 B3
81 0
oq
3x8� O N O R M L 3x8
3x4 11 7x14 MT20H= 7x14 MT20H= 3x4 I
5-11-8 6- -7 10-9-12 10- 1-8 20-11-8 21 1-4 25-10-9 31-8-0
5-11-8 0- -15 4-9-5 0- -12 10-0-0 0- -12 4-9-5 5-9-7
Plate Offsets [B:0-2-10,0-1-81,[E:0-2-8,0-0-01,[F:0-3-0,0-2-0]. G.0-3-0,0-2-0, H:0-2-8 0-0-0
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.78 Vert(LL) -0.37 M-N >999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.92 Vert(TL) -0.76 M-N >497 240 MT20H 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.08 K n/a n/a
BCDL 10.0 Code FRC2010ITP12007 (Matrix) Attic -0.14 M-N 864 360 Weight:202 Ib FT=20%
LUMBER BRACING
TOP CHORD 2x4 SP No.2"Except` TOP CHORD Structural wood sheathing directly applied or 3-0-15 oc pur ins.
T2:2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
BOT CHORD 2x6 SP No.2'Except* JOINTS 1 Brace at Jt(s):P
B2:2x8 SP DSS Fbe
Tek recommends that Stabilizers and required cross bracing
WEBS 2x4 SP No.3*Except` installed during truss erection,in accordance with StabilizerW4,W3:2x4 SP No.2 tallation uide.
REACTIONS (lb/size) B=1510/0-3-8 (min.0-1-13),K=1416/Mechanical
Max HorzB=123(LC 16)
Max UpliftB=-109(LC 12),K=-63(LC 13)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD B-C=2797/804,C-D=2384/634,D-E=1920/641,E-F=-233/1384,G-H=-233/1390,
H-I=-1923/642,I-J=-2381/634,J-0-2761/820,F-G=255/1464
BOT CHORD B-0=-628/2460,N-O=-630/2461,N-Q=-303/2010,Q-R=303/2010,M-R=-303/2010,
L-M=639/2411,K-L=-639/2410
WEBS E-P=-3706/1012,H-P=3717/1013,D-N=34/890,I-M=-32/875,C-N=-716/386,
J-M=683/399,G-P=-57/361,F-P=-57/350
NOTES (13-14)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=6.Opsf;h=20ft;Cat.11,Exp C;End.,GCpi=0.18;
MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.33 plate grip
DOL=1.33
3)120.0Ib AC unit load placed on the bottom chord,15-11-8 from left end,supported at two points,5-0-0 apart.
4)Provide adequate drainage to prevent water ponding.
5)All plates are MT20 plates unless otherwise indicated.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will ft
between the bottom chord and any other members.
8)Ceiling dead load(5.0 psf)on member(s).D-E,H-1,E-P,H-P
9)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.M-N
10)Refer to girder(s)for truss to truss connections.
11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 109 Ib uplift at joint B and 63 Ib uplift at
joint K.
12)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
6 13)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL.
14)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the
responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to
BCSI 1-03 published by TPI&WTCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Fy112/13ATLANTIC BEACH-TAYLOR RESIDENCE
59123147 A06 ATTIC 1
Job Reference(option
ProBuikl East,Pooler,GA 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Oct 22 10:40:30 2013 Page 1
I D:aRh MYG67 R M nC2ywrM V imtXyR9Q5-Fs4hdw8baEFgh UoM U?S Ln9K4AGFrkttxnCFOh pyQuy
-2-0-0 5-11-8 6- -7 10-9-12 13-0-0 15-11-8 18-11-0 21-1-4 25-10-9 31-8-0
i 2-0-0 -15 2-2: 2-11-8 2-11-8 2-2 4 4-9-5 5 9-7
Scale=1:56.
- I
5x6 3x4 11 5x6=3x5=
6.00 12 3x5= F VtN G H I
3x4 11 E 3x4 II
D
8x8 4x8= T
i 8x8
C
K
r
b N
4
I 10-0-0 14
L
r B B2 B3
B1 0
oq R S
' 3x8� F 0 N M 3x8
3x4 11 7x14MT20H= 7x14MT20H= 3x4 11
5-11-8 6 -7 10-9-12 10- 1-8 20-11-8 21 1 4 25-10-9 31-8-0
5-11-8 0- -15 4-9-5 0- -12 10-0-0 0- -12 4
Plate Offsets X, B:0-2-10,0-1-8, F:04-0,0-2-8, H:0 4 0,0-2-8
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) -0.22 N-0 >999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.45 Vert(TL) -0.44 N-O >856 240 MT20H 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.58 Horz(TL) 0.06 L n/a n/a
BCDL 10.0 Code FRC2010ITP12007 (Matrix) Attic -0.11 N-O 1082 360 Weight:209 Ib FT=20%
LUMBER BRACING
TOP CHORD 2x4 SP No-2`Except' TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc purlins.
T2:2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
BOT CHORD 2x6 SP DSS*Except` WEBS 2 Rows at 1/3 pts E-I
62:2x8 SP DSS MiTek recommends that Stabilizers and required cross bracing
WEBS 2x4 SP No.3'Except' be'Tek
during truss erection,in accordance with Stabilizer
W4,W3:2x4 SP No.2 Installationguide.
REACTIONS (Ib/size) B=1510/0-3-8 (min.0-1-8),L=1416/Mechanical
Max HorzB=111(LC 16)
Max UpliftB=-98(LC 12),L=-51(LC 13)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD B-C=2770/781,C-D=-2483/638,D-E=2046/641,E-F=-273/327,H-I=-258/347,
I-J=_2049/641,J-K=2480/638,K-L=-2733/797,F-G=-3/815,G-H=-3/815
BOT CHORD B-P=-606/2431,O-P=-609/2435,O-R=-321/2150,R-S=-321/2150,N-S=-321/2150,
M-N=617/2384,L-M=-617/2380
WEBS E-Q=-2385/548,I-Q=2416/551,D-0=13/832,J-N=11/820,C-O=-579/339,
K-N=-542/353,F-Q=462/152,H-Q=-435/175
NOTES (13-14)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=6.Opsf,h=20ft;Cat.II;Exp C;End.,GCpi=0.18;
MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.33 plate grip
DOL=1.33
3)120.01b AC unit load placed on the bottom chord,15-11-8 from left end,supported at two points,5-0-0 apart.
4)Provide adequate drainage to prevent water ponding.
5)All plates are MT20 plates unless otherwise indicated.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit
between the bottom chord and any other members.
8)Ceiling dead load(5.0 psf)on member(s).D-E,I-J,E-Q,I-Q
9)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.N-0
10)Refer to girder(s)for truss to truss connections.
11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 98 Ib uplift at joint B and 51 Ib uplift at joint
L.
12)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
• 13)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL.
14)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the
responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to
BCSI 1-03 published by TPI&WTCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply 12/13 ATLANTIC BEACH-TAYLOR RESIDENCE
59123147 A08 HIP 2 1
Job Reference(optional)
ProBuiW East,Pooler,GA 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Oct 22 10:40:35 2013 JPID:aRhMYG67RMnC2ywrMVimtXyR9Q5-bgtageCkPmuyoGhJHY1 WUC1wpHsOPD3gxTynM2-0-0 4-9� 9-0-015-11-8 22-11-0 _ 27-1-12 31-11-0 33-11-
2-0-0 4-9� 4-2-12 6-11-8 6-11-8 4-2-12 4-9-4
T2-0 0
Scale=1:57.
5x6; 3x4 11 5x6
D E F
6.00 F,2
3x4 1i
3x4
G
C
H
B I to
A L J
l( 3x5
3x5% 3x45x8= 3x4=
=
i
7_g_g 15-11-8 24-1-14 31-11-0
7-9_g 8_P-0 8 2-6 7"9"2
Plate Offsets X, [13:0-2-10,0-1451, H:0-2-10 0-1-8, K0-40,0-3-0
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defi Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.63 Vert(LL) 0.17 K-L >999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -0.37 J-K >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.11 H n/a n/a Weight:160 Ib FT=20%
BCDL 10.0 Code FRC2010ITP12007 (Matrix)
LBRACING
UMBER
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-1 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-6 oc bracing.
WEBS 2x4 SP No.3
[MiTek recommends that Stabilizers and required cross bracing
installed during truss erection,in accordance with Stabilizer
stallation guide
REACTIONS (Ib/size) B=1105/0-5-8 (min.0-1-9),H=1105/0-5-8 (min.0-1-9)
Max HorzB=-76(LC 10)
Max UpliftB=-159(LC 12),H=-159(LC 13)
Max GravB=1284(LC 2),H=1284(LC 2)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD B-C=-2205/928,C-D=2030/856,D-E=2154/973,E-F=-2154/973,F-G=-2031/856,
G-H=2205/927
BOT CHORD B-L=-653/1880,K-L=512/1665,J-K=-525/1671,H-J=-691/1898
WEBS D-L=20/363,D-K=-198/598,E-K=398/303,F-K=-198/599,F-J=-20/364
NOTES (7-8)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;MWFRS(envelope)and lC-C Extedor(2)zo gust)
ordmembers and forces&sMWFRS orOreactions shown;lLumber DOL 1 33 platellgrip
DOL=1.33
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 6-0 tall by 1-0-0 wide will fit
between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 159 Ib uplift at joint B and 159 Ib uplift at
joint H.
7)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL.
8)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the
responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to
BCSI 1-03 published by TPI&WTCA or safety practices prior to performing these functions.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply 12/13 ATLANTIC BEACH-TAYLOR RESIDENCE
59123147 A10 SPECIAL 1 1
Job Reference o tional
ProBuild East,Pooler,GA 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Oct 22 10:40:39 2013 Page 1
ID:aRhMYG67RMnC2ywrMVimtXyR905-Ub74W?FET?OOGt_5WO6Se2BZ7uKWLwOFs5w?VnyQuy
2-0-0 5-2-2 9-9-12 1% 8 19-6-0 24-11-0 31-11-0 33-11-0
2-0-0 5-2-2 4-7-10 2-9-12 6-10-8 5 5-0 7-0-0 2-0-0
Scale=1:58.
8x8
D
1 6x8= 3x4 11 5x8 l/
1i 6.00 FIT E F
� 3x4
C
H
B
� M I Iq
0
oA N M L K Q R J 4x12
4x8= 44= 6x8= 7x14 MT20H= 8x10= 3x6 II
i
6.7.0 12-7-8 19-6-0 24-11-0 31-11-0
6.7.0 6-0-8 6-10-8 5-5-0
Plate Offsets LX,)97 0,0-1-15, :0-5-8,0 2-8 [E:0-3-8,0-3-81, H:0-3-113,0-1-13],[K70-5-0,0- 4, M:0-3-8,0-2-0
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.80 Vert(LL) -0 33 K-M >999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.76 K-M >499 240 MT20H 187/143
BCLL 0.0 ' Rep Stress Incr NO WB 0.76 Horz(TL) 0.10 H n/a n/a Weight:219 lb FT=20%
BCDL 10.0 Code FRC2010/TP12007 (Matrix)
LUMBER BRACING
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 1-9-4 oc purlins.
T3:2x6 SP No.2,T4:2x4 SP DSS BOT CHORD Rigid ceiling directly applied or 9-10-14 oc bracing.
BOT CHORD 2x8 SP DSS MiTek recommends that Stabilizers and required cross bracing
WEBS 2x4 SP No.2`Except` be installed during truss erection,in accordance with Stabilizer
W3:2x4 SP M 30 Installation guide.
REACTIONS (Ib/size) B=1814/0-5-8 (min.0-2-2),H=2463/0-5-8 (min.0-2-14)
Max HorzB=-82(LC 6)
Max UpliftB=-358(LC 8),H=-606(LC 9)
Max GravB=2106(LC 2),H=2853(LC 2)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD B-C=3965/668,C-D=3830/679,D-E=-6108/1192,E-F=-7258/1475,F-O=7258/1475,
O-P=7257/1475,G-P=-7256/1475,G-H=-5707/1172
BOT CHORD B-N=551/3490,M-N=-455/3228,L-M=923/5599,K-L=-923/5599,K-Q=-955/5023,
Q-R=955/5023,J-R=955/5023,H-J=951/5045
WEBS D-N=37/335,D-M=-904/4539,E-M=-3739/843,E-K=-538/1960,F-K=-529/288,
G-K=-494/2626,G-J=0!700
NOTES (10-11)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10,VuIt=130mph(3-second gust)Vasd=101 mph,TCDL=4.2psf;BCDL=6.Opsf;h=20ft;Cat.II;Exp C;Encl.,GCpi=0.18;
MWFRS(envelope);Lumber DOL=1.33 plate grip DOL=1.33
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit
between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 358 Ib uplift at joint B and 606 Ib uplift at
joint H.
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)141 Ib down and 101 Ib up at
20-10-4,and 141 Ib down and 101 Ib up at 22-10-4,and 291 Ib down and 211 Ib up at 24-11-0 on top chord,and 1619 Ib down and 319
Ib up at 19-8-4,82 Ib down at 20-10-4,and 82 Ib down at 22-10-4,and 321 Ib down and 13 Ib up at 24-10-4 on bottom chord. The
design/selection of such connection device(s)is the responsibility of others.
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
10)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL.
11)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the
responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to
BCSI 1-03 published by TPI&WTCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
Continued on page 2
Job Truss Truss Type Qty Ply 12/13 ATLANTIC BEACH-TAYLOR RESIDENCE
59123147 A11 SPECIAL 1
2 Job Reference o tional
7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Oct 22 10:40:40 2013 Page 1
ProBuild East,Pooler,GA
ID:aRhMYG67 RMnC2ywrMVimtXyR9Q5-yogTjLGsEJ WFu 1 ZH46dhBGkgUIXs4PTP41gY 1 EyQuy
-2-0-0 5-1-14 9-9-4 14-6-8 18-8-9 22-8-15 26-11-0 35-11- 32-0-10
2-0-0 5-1-14 4-7-6 4-9 4 4-2-1 4-0-5 4-2-1
Scale=1,58.18
40=
D
6.00 12
4x6= 3x8= 3x4 11 4x6
3x4 =
C E F G
R S
I
B to
N M L T U
A K
191 Q P p 3x6=
3x4 3x4 11 4x8 5x12 MT20H= 3x4 II 4x8= 3x4 II
=
3x4=
5-1-14 9-9 4 14 6-8 18-8 9 22-8-15 26-11-0 35-010
5 1-14 4-7 6 4-9� 4.2.1 4 0 5 4 2 1
7BCLL0.0
H:0.2-120-1-8, L:0.1-12,0-2-0 P:0-40,0-2 4 — - -__ —
SPACING 2-0.0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
MT20 244/190
360
Plates Increase 1.25 TC 0.44 Vert(LL) -0.29 M-O >594 240 MT20H 187/143
Lumber Increase 1.25 BC 0.98 Vert(TL) -0.64 M-O
Rep Stress Incr NO WB 0.64 Horz(TL) 0.10 I n/a n/aWeight:379 Ib FT=20%
Code FRC2010/TP12007 (Matrix)
LBRACING
UMBER
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-14 oc purlins.
BOT CHORD Rigid ceiling directly applied or 9-9-0 oc bracing.
BOT CHORD 2x6 SP No.2`Except`
B2:2x6 SP DSS
WEBS 2x4 SP No.2
REACTIONS (Ib/size) B=1782/0-5-8 (min.0-1-8),1=2438/0-5-8 (min.0.1-8)
Max Horz B=-81(LC 6)
Max UpliftB=-464(LC 8),1=-838(LC 9)
Max GravB=2075(LC 2),1=2846(LC 2)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD B-C=3843/883,C-D=-3610/945,D-E=-3593/928,E-F=-8130/2243,F-R=-8030/2435,
G-R=-8030/2435,G-S=-8029/2435,H-S=-8030/2435,H-I=-5615/1664
BOT CHORD B-Q=726/3358,P-Q=-726/3358,O-P=2116/8086,N-O=-2688/9549,M-N=-2688/9549,
M-T=2688/9549,L-T=-2688/9549,L-U=1393/4911,K-U=1393/4911,I-K=-1398/4936
WEBS C-P=295/76,D-P=721/2875,E-P=-5514/1627,E-O=-274/792,F-O=-1756(765,
F-M=-447/1543,F-L=1783/431,G-L=-435/235,H-L=-1077/3622,H-K=-79/425
NOTES (11-12)
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc.
Bottom chords connected as follows:2x6-2 rows staggered at 0.7-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply
connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Unbalanced roof live loads have been considered for this design.
4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph,TCDL=4.2psf;BCDL=6.Opsf,h=20ft;Cat.II;Exp C;Encl.,GCpi=0.18;
MWFRS(envelope);Lumber DOL=1.33 plate grip DOL=1.33
5)Provide adequate drainage to prevent water ponding.
6)All plates are MT20 plates unless otherwise indicated.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit
between the bottom chord and any other members.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 464 Ib uplift at joint B and 838 Ib uplift at
joint 1.
10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)189 Ib down and 110 Ib up a
21-6-12,and 189 Ib down and 110 Ib up at 23-6-12 on top chord,and 1560 Ib down and 540 Ib up at 19-5-0,and 495 Ib down and 205
Ib up at 25-6-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.
11)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL.
12)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the
responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to
BCSI 1-03 published by TPI&WTCA for safety practices prior to performing these functions.
CQ ASf: ,2ndard —
Job Truss Truss Type Qty Ply 12/13 ATLANTIC BEACH-TAYLOR RESIDENCE
59123147 Al2 ROOF TRUSS 2 1
Job Reference o tional
ProBuild East,Pooler,GA 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Oct 22 10:40:40 2013 Page 1
ID:aRhMYG67RMnC2ywrMVimtXyR9Q5-yogTjLGsEJ WFu 1 ZH46dhBGkmmic04NcP4lgY 1 EyQuy
2_0.0 5-9 11 10-11 8 15-10-0 15-11-8
2 0 0 5-9-11 5-1-13 4-10-8 0- -8
_ E Scale=1:36.
6.00 12
3x4 I I
T2
8x8 V
r
N f�
C a
Q
4-3-4
1
BLi Bi
H G F
4x8= 3x6 11 4x6—
il
15-10 0 15- 0-1
5-9-11 10 11-8
5.1.13 4-10-8 0 0-1
5-9-11
Plate Offsets X,Y: B:0-4-0,0-1-15
LOADING(psf) SPACING 2-0-0 CSI DEFL n (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.68 Vert(LL) 0.39 G-H >343 240 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.54 G-H
BCLL 0.0 ' Rep Stress Incr NO WB 0.76 Horz(TL) -0.02 E n!a n/a Weight:107 Ib FT=20%
BCDL 10.0 Code FRC2010/TPI2007 (Matrix)
LBRACING
UMBER
TOP CHORD 2x6 SP DSS`Except` TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc purlins.
T1:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-3-8 oc bracing.
BOT CHORD 2x8 x4 DSS Tek recommends that Stabilizers and�reqcross bracingWEBS 2x4 SP No.3'Except` be installed during truss erection,in accith StabilizerW3:2x4 SP No.2 Installation uide.
REACTIONS All bearings Mechanical except(jt--length)B=0-5-8.
(lb)- Max HorzB=295(LC 12)
Max Uplift All uplift 100 Ib or less at joint(s)except E=-112(LC 12),B=l03(LC 12),F=-122(LC 12)
Max Grav All reactions 250 Ib or less atjolnt(s)except E=267(LC 2),B=763(LC 2),F=624(LC 2),F=546(LC 1)
FORCES (lb)-Max.Comp./Max.Ten.-All orces 250(lb)or less except when shown.
TOP CHORD B-C=-1225/339
BOT CHORD B-H=-648/1146,G-H=635/1111
WEBS C-G=1284/734,C-H=-2471674
NOTES (7-8)
1)Wind:ASCE 7-10;MWFRS(envelope)alndlC-C Exterior(2)zo gust)
formembersand forces&MWFRS oroeactions shown;ILumber DOL=1 33 platelgrip
DOL=1.33
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit
between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 112 Ib uplift at joint E,103 Ib uplift at joint B
and 122 Ib uplift at joint F.
6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
7)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL.
6)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the
responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to
BCSI 1-03 published by TPI&WiCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
1)Regular:Lumber Increase=1-25,Plate Increase=1.25
Uniform Loads(plf)
Vert:A-E=-44,B-G=-20,F-G=89(F=-69)
Job Truss Truss Type Qty Ply 12/13 ATLANTIC BEACH-TAYLOR RESIDENCE
59123147 B01 COMMON 4 1
Job Reference o tional
ProBuild East,Pooler,GA 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Oct 22 10:40:42 2013 Page 1
ID:aRhMYG67RMnC2ywrMVimtXyR9Q5-uAoD81 H71wmz7KjfBXf9Ghp8A6J9YOiiY39f66yQuy
_Y-0.05-4-15 9-9-12 14-2-9 19-7-8
2_0_0 5-4-15 4-4-13 4-4-13 5-4-15
Scale=1:34.
44=
D
I
6.00 F12 3x4 Z�- 3x4
C E
T2
' 1
i
I
F
B
y� B1 B1
ccffA C' 3x5
3x5 5x8=
9-9-12 19-7-8
9.9.12 9-9-12
Plate Offsets 11370-2-10,13-1-81,[D70-2-0,0-2-8], F:0-2-100-1-8 G:0-4 .O-3-4
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) -0.14 F-G >999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.61 Vert(TL) -0.38 F-G >607 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(TL) 0.03 F n/a n/a
BCDL 10.0 Code FRC2010/TP12007 (Matrix) Weight:87 Ib FT=20%
LUMBER BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-15 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3 [MiT-ek recommends that Stabilizers and required cross bracing
nstalled during truss erection,in accordance with Stabilizer
allation guide.
_
REACTIONS (Ib/size) F=610/Mechanical,B=720/0-5-8 (min.0-1-8)
Max HorzB=89(LC 12)
Max UpliftF=-97(LC 13),B=-144(LC 12)
Max GravF=705(LC 2),B=840(LC 2)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD B-C=1221/569,C-D=-948/439,D-E=949/441,E-F=-1229/588
BOT CHORD B-G=413/1022,F-G=-439/1047
WEBS D-G=-176/562,E-G=346/305,C-G=-317/275
NOTES (7-8)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf,BCDL=6.Opsf;h=20ft,Cat.ll;Exp C;Encl.,GCpi=0.18;
MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.33 plate grip
DOL=1.33
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit
between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 97 Ib uplift at joint F and 144 Ib uplift at joint
B.
7)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL.
8)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the
responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to
BCSI 1-03 published by TPI&WTCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
I
Job Truss Truss Type Q=PIY102113 ATLANTIC BEACH-TAYLOR RESIDENCE59123147 B03 GABLE 1 Reference(optional)
ProBuild East,Pooler,GA 7.350 s Sep 27 2012 MTek Industries,Inc. Tue Oct 22 104044 2013 Page 1
I D:aRhMYG67R MnC2ywrMVim0(yR9Q5-rZwzZjJ NHXOg Net2JxidL6vV3v7_OLo_?NeIA?yQuy
-2-%0 9-9-12 19-7-8 21-7-8
2- 9-9-12 9-9-12
2-0-0
Scale=1:38.
4x4=
I J
� H
6.00 12 K
G
L
F
M
E T
T N
O T T T
T T l O
T T
T T
P
81 81 1 1
O
4x4 AB AA Z Y X w V u T S R 4x4
5x6=
I
19-7-8
19-7-8
Plate Offsets X,Y): [B:0-0-0,0-1-13], :0-1-0,Ed a-[P:00-0,0-1-13], P:0-2-8,Ed a .0-3-0,0-3-0
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) -0.02 Q n/r 120 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.08 Vert(TL) -0.03 Q n/r 120
BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 P n/a n/a
BCDL 10.0 Code FRC2010ITP12007 (Matrix) Weight:115 Ib FT=20
LUMBER BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
REACTIONS All bearings 19-7-8. Installation guide.
(lb)- Max Horz B=-120(LC 17)
Max Uplift All uplift 100 Ib or less at joint(s)X,Y,Z,AA,AB,V,U,T,S,R except B=-105(LC 12),
P=125(LC 13)
Max Grav All reactions 250 Ib or less at joint(s)W,X,Y,Z,AA,AB,V,U,T,S,R except B=251(LC 2),
P=251(LC 2)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown_
NOTES (10-11)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.Opsf,h=20ft;Cat.II;Exp C;End.,GCpi=0.18;
MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown,Lumber
DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
4)All plates are 3x4 MT20 unless otherwise indicated.
5)Gable requires continuous bottom chord bearing.
6)Gable studs spaced at 1-4-0 oc.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit
between the bottom chord and any other members,with BCDL=10.Opsf.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)X,Y,Z,AA,AB,V,U,
T,S,R except(jt=1b)B=105,P=125.
10)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL.
11)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the
responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to
BCSI 1-03 published by TPI&Wl'CA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply 12113 ATLANTIC BEACH-TAYLOR RESIDENCE
59123147 CO2 COMMON 1 1
Job Reference(optional)
ProBuild East,Pooler,GA 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Oct 22 10:40:47 2013 Page 1
I D:aR hMYG67RM n C 2ywrM VimtXyR9Q5-F8c6B kL FaSOF E6cd_4 F Kz kX_v7Od Df2Rh LsO n KyQuy
-2-0-0 5-4-4 9-9-4 14-2-4 19-6-8 21-6-8
2-0-0 5-4-4 4-5-0 4-5-0 5-4-4 2-0-0
Scale=1:37.
4x4 II
D
6.00 12 3x41 3x4 i
C E
T
B F
B1 L L B1
G
A H
3x5 5x8_ 3x5
9-9-4 19-6-8
9-9-4 --9.94
Plate Offsets X, [B:0-2-10,0-1-8],[D:0-2-12,0-2-0], F:0-2-100-1-8, H:04-0,0-34
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) -0.13 F-H >999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.59 Vert(TL) -0.34 F-H >674 240
BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.03 F n/a n/a
BCDL 10.0 Code FRC201O/TPI2007 (Matrix) Weight:90 Ib FT=20%
LUMBER BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-3 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) B=709/0-5-8 (min.0-1-8),F=709/0-5-8 (min.0-1-8)
Max HorzB=126(LC 12)
Max UpliftB=-295(LC 12),F=-295(LC 13)
Max GravB=826(LC 2),F=826(LC 2)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD B-C=1185/533,C-D=918/402,D-E=-918/402,E-F=-1185/533
BOT CHORD 13-1-1=317/997,F-H=-337/1006
WEBS D-H=129/529,E-H=-316/274,C-H=-316/274
NOTES (6-7)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10,Vult=130mph(3-second gust)Vasd=101 mph,TCDL=4.2psf,BCDL=6.Opsf;h=20ft,Cat.II;Exp C;Encl.,GCpi=0.18;
MWFRS(envelope)gable end zone and C-C Exterior(2)zone,C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.33 plate grip DOL=1.33
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit
between the bottom chord and any other members.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb)B=295,
F=295.
6)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL.
7)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the
responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to
BCSI 1-03 published by TPI&WiCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply 12/13 ATLANTIC BEACH-TAYLOR RESIDENCE
59123147 C04 COMMON 3 1
Job Reference optional)
ProBuild East,Pooler,GA 7.3W-s Sep 27 2012 Mi Tek Industries,Inc. Tue Oct 22 10:40:48 2013 Page 1
I D:aRhMYG67RMnC2ywrM VimUCyR9Q5-jK9UO4MtLmVVorFApYnmZVy39f WMwyGJaw?czJmyQUy
-2-0-0 5-4-3 9-9-4 14-2-5 19-3-8
Scale=1:34.1
4x4=
D
6.00 12 3x4 J 3x4
C E
T
1
F
B
B1 B2 I
A G
3x5
5x8 4x4=
=
I
9-9-4 19-3-8
9-9-4 9-64
Plate Offsets(X,Y): [B:0-2-10,0-1-81, D:0-2-0,0-2-8],[F:0-0 ,0-0-14] [G:04-0,0-3-41
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdeft Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) -0.13 B-G >999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.59 Vert(TL) -0.34 B-G >666 240
BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.03 F n/a n/a
BCDL 10.0 Code FRC2010/TP12007 (Matrix) Weight:86 Ib FT=20%
LUMBER BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-6 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
REACTIONS (Ib/size) F=600/Mechanical,8=709/0-5-8 (min.0-1-8) Installation guide.
Max Horz B=147(LC 16)
Max UpliftF=-210(LC 13),B=296(LC 12)
Max GravF=693(LC 2),B=827(LC 2)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD B-C=-1184/558,C-D=-921/428,D-E=-922/429,E-F=-1177/564
BOT CHORD B-G=-405/1000,F-G=-414/992
WEBS D-G=-161/533,E-G=307/284,C-G=-316/273
NOTES (7-8)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph,TCDL=4.2psf;BCDL=6.Opsf;h=20ft;Cat.II;Exp C,End.,GCpi=0.18;
MWFRS(envelope)gable end zone and C-C Exterior(2)zone,C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.33 plate grip DOL=1.33
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit
between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb)F=210,
B=296-
7)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL.
8)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the
responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to
BCSI 1-03 published by TPI&WTCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
Job A]CJ
Truss Type Qty Ply 112/13 ATLANTIC BEACH-TAYLOR RESIDENCE
59123147 JACK 2 1
Job Reference(optional)
ProBuild East,Pooler,GA 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Oct 22 10:40:49 2013 Page 1
I D:aRh MYG67RMn C2ywrMVimtXyR9Q5-B WjscO N W64ezTP106VHo29cEJwoLhcg k9fL WsCyQuy
-2-0-0 1-0-0
2-0-0 1-0-0
Scales 1"=1
C
4x6 II
6.00 F12 B
T1
W1
A
B1
E D
3x4 11
1-0-0
1-0-0
Plate Offsets B:0-3-0 Edge]
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) 0.00 E >999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.19 Vert(TL) 0.00 E >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 C n/a n/a
BCDL 10.0 Code FRC2010/TPI2007 (Matrix) Weight:8 Ib FT=20%
LUMBER BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (Ib/size) E=242/0-5-8 (min.0-1-8),D=-12/Mechanical,C=-82/Mechanical
Max HorzE=44(LC 12)
Max UpliftE=-51(LC 8),D=24(LC 23),C=-100(LC 2)
Max GravE=295(LC 2),D=10(LC 3),C=30(LC 8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD B-E=-275/566
NOTES (6-7)
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf,BCDL=6.Opsf,h=20ft;Cat.ll;Exp C;Encl.,GCpi=0.18;
MWFRS(envelope)and C-C Comer(3)zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;
Lumber DOL=1.33 plate grip DOL=1.33
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit
between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)E,D except Qt=1b)
C=100.
6)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL.
7)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the
responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to
BCSI 1-03 published by TPI&WTCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply 12/13 ATLANTIC BEACH-TAYLOR RESIDENCE
59123147 CJ3H JACK 2 1
Job Reference o tional
ProBuild East,Pooler,GA 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Oct 22 10:40:50 2013 Page 1
ID:aRhMYG67RMnC2ywrMVimtXyR9Q5-fjHFpmO8tNmg5ZKCfCp1 bN9P3K5gQ3wtOJ540fyQuy
-2-0-03-0-0
2-0-0 3-0-0
Scale=1:16.
C
6.00 MY
5x6 11
B T1
W1
A
— B1 —�
E D
Us 11
F ---- 3-0-0 — �
Plate Offsets B:0-3-10,0-0-0], :0-2-12,0-1-0 _
LOADING(psf) SPACING 2-0-0 CSI FL in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) 0.02 D-E >999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.44 Vert(TL) 0.02 D-E >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.06 C n/a n/a
BCDL 10.0 Code FRC2010/TPI2007 (Matrix) Weight:15 Ib FT=20%
LUMBER BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (Ib/size) E=220/0-5-8 (min.0-1-8),C=34/Mechanical,D=19/Mechanical
Max HorzE=84(LC 9)
Max UpliftE=-34(LC 12),C=46(LC 12),D=2(LC 9)
Max GravE=264(LC 2),C=43(LC 21),D=50(LC 3)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD B-E=-235/447
NOTES (6-7)
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=6.Opsf;h=20ft;Cat.II;Exp C;Encl.,GCpi=0.18;
MWFRS(envelope)and C-C Comer(3)zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;
Lumber DOL=1.33 plate grip DOL=1.33
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit
between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)E,C,D.
6)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL.
7)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the
responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to
BCSI 1-03 published by TPI&WTCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
w
Job Truss Truss Type Qty Ply 12/13 ATLANTIC BEACH-TAYLOR RESIDENCE
59123147 D01 COMMON 1
Job Reference(optional)
ProBuild East,Pooler,GA 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Oct 22 10:40:51 2013 Page 1
3-3-6 6-0-4
I D:aRhMYG67RMnC2ywrMVimtXyR9Q5-7vrd 16OmehvhijvODwKG7ahjXkOX9MIOczgdwSyQuy
8-9-2 12-0-8
3-3-6 2-8-14 2 8 14
3-3-6
! Scale=1:19.
4x4=
C
6 00 12
3x5 3x5
B D
T1 T1
W3
W1 W1
�{ A E
it B1
H K G L F M
3x6 11 6x8= 3x6 11
3x6
3x6
3-3-6 6-04 8-9-2 12-0-8
3-3-62.8-14 2-8-14 3-3-6
Plate Offsets(X,Y): [B:0-2-0,0-1-81,[D:0-2-0,0-1-81,[F:0-4-4,0-1-81,[G:0-4-0,0-3-121, H:0-4-4,0-1-8
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.06 G-H >999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.53 Vert(TL) -0.12 G-H >999 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.67 Horz(TL) 0.03 E n/a n/a
BCDL 10.0 Code FRC2010/TP12007 (Matrix) Weight:129 Ib FT=20%
LUMBER BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-1 oc purlins.
BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS (Ib/size) A=4543/0-5-8 (min.0-2-5),E=3863/0-5-8 (min.0-1-15)
Max HorzA=-41(LC 4)
Max UpliftA=-359(LC 8),E=-404(LC 9)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD A-B=-6566/600,B-C=4139/428,C-D=-4145/429,D-E=-5328/539
BOT CHORD A-I=-535/5798,I-J=-535/5798,H-J=-535/5798,H-K=-535/5798,G-K=-535/5798,G-L=447/4716,F-L=-447/4716,
F-M=447/4716,E-M=-447/4716
WEBS C-G=-316/3494,D-G=-1186/178,D-F=-72/1079,B-G=-2438/236,B-H=-137/2326
NOTES (9-10)
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc.
Bottom chords connected as follows:2x6-2 rows staggered at 0-3-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply
connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Unbalanced roof live loads have been considered for this design.
4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=42psf,BCDL=6.Opsf,h=20ft,Cat.11,Exp C,Encl.,GCpi=0.18,
MWFRS(envelope),Lumber DOL=1.33 plate grip DOL=1.33
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit
between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)A=359,
E=404.
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1395 Ib down and 71 Ib up at 0-8-4,
1395 Ib down and 83 Ib up at 2-8-4,2031 Ib down and 228 Ib up at 4-8-4,473 Ib down and 42 Ib up at 6-8-4,and 473 Ib down and 42
Ib up at 8-8-4,and 2031 Ib down and 228 Ib up at 10-8-4 on bottom chord. The design/selection of such connection device(s)is the
responsibility of others.
9)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL.
10)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the
responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to
BCSI 1-03 published by TPI&WTCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
1)Regular:Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:A-C=-44,C-E=-44,A-E=-20
Continued on page 2
Job Truss Truss Type Qty Ply 12/13 ATLANTIC BEACH-TAYLOR RESIDENCE
59123147 D02 GABLE 1 1
Job Reference(option
ProBuikf East,Pooler,GA 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Oct 22 10:40:52 2013 Page 1
ID:aRhMYG67RMnC2ywrMVimtXyR9Q5-c5P?ESPOP?t YKtUandrVgoEsl BrquzcArdaBTXyQu
2-0-0 6-0-4 12-0-8 14-0-8
2-0-0 6-0-4 6-0-4 2-0-0
Scale=1:26.
04=
E
G
6.00 12
E
H
D
C
T !
T
T T
J
8 T
1 T7
K
4x4 P O N M L 4x4
A
12-0-8 _
12-0-8
Plate Offsets X, [B:0-0-0,0-1-131, 8:0-1-0,Ed e,P:0-0-0,0-1-131, J:0-2-8,Ed e
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/def! L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) -0.02 K n/r 120 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.08 Vert(TL) -0.03 K n/r 120
BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 J Na n/a
BCDL 10.0 Code FRC2010ITP12007 (Matrix) Weight:62 Ib FT=20%
LUMBER BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 12-0-8.
(!b)- Max Horz B=79(LC 16)
Max Uplift All uplift 100 Ib or less at joint(s)0,P,M,L except B=-126(LC 12),J=-139(LC 13)
Max Grav All reactions 250 Ib or less at joint(s)N,0,P.M,L except B=251(LC 27),J=251(LC 28)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(!b)or less except when shown.
NOTES (10-11)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=6.Opsf;h=20ft;Cat.11;Exp C;End.,GCpi=0.18;
MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
4)All plates are 3x4 MT20 unless otherwise indicated.
5)Gable requires continuous bottom chord bearing.
6)Gable studs spaced at 1-4-0 oc.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit
between the bottom chord and any other members.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)0,P,M,L except
(jt--lb)B=126,J=139.
10)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL.
11)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the
responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to
BCSI 1-03 published by TPI&WTCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply 12/13 ATLANTIC BEACH-TAYLOR RESIDENCE
59123147 E02 GABLE 1 1
Job Reference(optional)
ProBuild East,Pooler,GA 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Oct 22 10:40:54 2013 Page 1
I D:aRh MYG67RMnC2ywrM VimtXyR9Q5-YUXIf 7RexcH GZBezu2tzIDJCXxX9MtaTlx3HXQyQuy
-2-0-03-2-8 6-5-0 8-5-0
2-0-0 3-2-8 3-2-8 — 2-0-0
Scale=1:19.
4x4=
6.00 F12 E
3x6 II F G 3x6 II
CD
S ST2
H
B
Lj Lit El
T1 I
A L K J l
4x4 6 3x4 I I 3x4 I I 3x4 11 4x4 3x4=
3x4=
6-5-0
6-5-0
Plate Offsets(X,Y): [B:0-0-4,0-1-13], B:0-2-8,Ed a [C:0-5-6,0-0-81,[G:0-5-6,0-0-81,[H:0-0-4,0-1-131, H:0-2-8,Ed e
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) -0.02 1 n/r 120 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.09 Vert(TL) -0.04 1 n/r 120
BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 H n/a n/a
BCDL 10.0 Code FRC20101TPI2007 (Matrix) Weight:35 Ib FT=20%
LUMBER BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 6-5-0.
(lb)- Max Horz8=49(LC 16)
Max Uplift All uplift 100 Ib or less at joint(s)K except B=-141(LC 12),H=-151(LC 13)
Max Grav All reactions 250 Ib or less at joint(s)B,H,K,L,J
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES (10-11)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10,Vult=130mph(3-second gust)Vasd=101 mph,TCDL=4.2psf,BCDL=6.Opsf;h=20ft,Cat.II;Exp C.End.,GCpi=0.18;
MWFRS(envelope)gable end zone and C-C Exterior(2)zone,C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
4)Gable requires continuous bottom chord bearing.
5)Gable studs spaced at 1-4-0 oc.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit
between the bottom chord and any other members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)K except(jt=1b)B=141
,H=151.
9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)H.
10)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL.
11)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the
responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to
BCSI 1-03 published by TPI&WTCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply [12/13 ATLANTICBEACH-TAYLOR RESIDENCE
59123147 EJ7 JACK 3 1b Reference o tional
ProBuild East,Pooler,GA 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Oct 22 10:40:55 2013 Page 1
I D:aRhMYG67RMnC2ywrMVimtXyR9Q5-Og48tTRGhwP7BKD9SIOCHQsGULnE5K9cXbor3syQu
2-0-0 7-0-0
2-0-0 7-0-0
Scale=1:21.1
C
6.00 12
T1
B
131
A 3x5 D
7-0-0
Plate Offsets X B:0-2-10,0-1-8 7-0-0 -
LOADING(psi) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.90 Vert(LL) 0.11 B-D >716 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.48 Vert(TL) -0.24 B-D >334 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a n/a
BCDL 10.0 Code FRC201 OITP12007 (Matrix) Weight:26 Ib FT=20%
LUMBER BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
REACTIONS (Ib/size) C=128/Mechanical,B=329/0-5-8 (min.0-1-8),D=70/Mechanical Installation guide-
Max Horz B=148(LC 12)
Max UpliftC=-95(LC 12),B=-67(LC 12)
Max GravC=156(LC 2),B=389(LC 2),D=122(LC 3)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES (6-7)
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=6.Opsf;h=20ft;Cat.11;Exp C;End.,GCpi=0.18;
MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.33 plate grip
DOL=1.33
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit
between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)C,B.
6)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL.
7)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the
responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to
BCSI 1-03 published by TPI&WfCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply 12/13 ATLANTIC BEACH-TAYLOR RESIDENCE
59123147 H01 MONO TRUSS 2 1
Job Reference(optional)
Rr Build East,Pooler,GA 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Oct 22 10:40:56 2013 Page 1
I D:aRhMYG67RMnC2ywrM VimtXyR9Q5-Ute W4pSvS DXz pUoMOTvRgdOXol8bgmp Im EYOcl yQ uy
-2-0-03-6-0 7-2-9
2-0-0 3-6-0 3-8-9
• 3x4 11 Scale=1:26.
0
6.00 12
U4,5-
C
T1
B2
3x5 11
B
A
B7LA
+
G PE
4x4= 4x4=
7-2-9
7-Y-9
Plate Offsets X,Y): [G.G-1 8,0-2-0
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) -0.05 F-G >999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.12 F-G >694 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) -0.00 F n/a n/a
BCDL 10.0 Code FRC2010/TP12007 (Matrix) Weight:48 Ib FT=20%
LUMBER BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
W1:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) G=329/0-5-8 (min.0-1-8),F=209/Mechanical
Max HorzG=136(LC 12)
Max UpliftG=-40(LC 12),F=97(1_C 12)
Max GravG=388(LC 2),F=240(LC 2)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD B-G=273/276
WEBS C-F=-198/287
NOTES (7-8)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph,TCDL=4.2psf;BCDL=6.Opsf,h=20ft;Cat.II;Exp C,End.,GCpi=0.18;
MWFRS(envelope)and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown,
Lumber DOL=1.33 plate grip DOL=1.33
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit
between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)G,F.
7)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL.
8)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the
responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to
BCSI 1-03 published by TPI&WTCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
59123147 H03 12/13 ATLANTIC BEACH-TAYLOR RESIDENCE
MONO HIP 1 1
Job Reference(option
ProBuild East,Pooler,GA 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Oct 22 10:40:57 2013 Page 1
I D:aRh MYG67R Mn C2ywrMVimtXyR9Q5-y3CuH9TXDXfgReMYaARgNrxIK9YrYCZv?uHy8lyQuy
-2-0-05-0-0 7-2-9
2-0-0 5-0-0 2-2-9
Scale=1:22.1
4x6= 3x4 II
C 1 D
T2
I
I
6.00 12
3x4 T1 B2 °9
W3
B
w1
A \,:]
m
B1 1�
G f
H 3x4 11 4x4 F E
4x4=
5-0-0 7-2-9
--- 5-0-0
Plate Offsets X, B:0-1-4,0-1-8, C:0-3-0,0-1-12
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.00 G-H >999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.09 Vert(TL) -0.01 G-H >999 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.13 Horz(TL) -0.00 F n/a n/a
BCDL 10.0 Code FRC201 O/fP12007 (Matrix) Weight:56 Ib FT=20%
LUMBER BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2*Except* end verticals.
B1:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3'Except* MiTek recommends that Stabilizers and required cross bracing
W1:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (Ib/size) H=381/0-5-8 (min.0-1-8),F=380/Mechanical
Max HorzH=109(LC 5)
Max UpliftH=115(LC 8),F=223(LC 8)
Max GravH=447(LC 2),F=434(LC 2)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD B-C=-271/81,B-H=395/138
WEBS C-F=-371/218
NOTES (10-11)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10,Vult=130mph(3-second gust)Vasd=101 mph,TCDL=4.2psf,BCDL=6.Opsf,h=20ft,Cat.11,Exp C,Encl.,GCpi=0.18;
MWFRS(envelope),end vertical left exposed,Lumber DOL=1.33 plate grip DOL=1.33
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit
between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)H=115,
F=223.
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)108 Ib down and 186 Ib up at 5-0-0,
and 50 Ib down and 87 Ib up at 6-6-12 on top chord,and 106 Ib down and 44 Ib up at 5-0-0,and 48 Ib down at 6-6-12 on bottom chord.
The design/selection of such connection device(s)is the responsibility of others.
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B)-
10)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL.
11)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the
responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to
BCSI 1-03 published by TPI&WTCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
1)Regular:Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:A-B=-44,B-C=-44,C-D=-44,F-H=-20,E-F=-20
Concentrated Loads(lb)
Vert:G=-64(B)C=-92(B)1=-42(B)J=-25(B)
Job Truss Truss Type Oty Ply 12/13 ATLANTIC BEACH-TAYLOR RESIDENCE
59123147 HJ7 MONO TRUSS 1 1
Job Reference(optional)
ProBuild East,Pooler,GA 7.350 s Sep 27 2012 MTek Industries,Inc. Tue Oct 22 10:40:58 2013 Page 1
ID:aRhMYG67RMnC2ywrMVimtXyR905-QFmGVVU9_mh2oxk7uyvv2UpaYinHfA2DY t VgByQu
-2-9-15 4-6-0
9-
2-9-15 4-6-0
5-44-1-1 3
3
Scale=1:23.
D
I
4.24 F12
4x4
C
T1
H W1 W2
B
131
ddd G F K
A3x4 I 3x4
i
3x6 E
4-6-0 6-6-0 9-10-13
4-6-0 2-0 0 3-4-13
LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/defl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.78 Vert(LL) -0.07 F >999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.88 Vert(TL) -0.20 F-G >567 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.18 Horz(TL) 0.00 E n/a n/a
BCDL 10.0 Code FRC2010/TP12007 (Matrix) Weight:49 Ib FT=20%
LUMBER BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-6 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
REACTIONS (Ib/size) D=134/Mechanical,B=389/0-8-8 (min.0-1-8),E=205/Mechanical Installation guide.
Max HorzB=173(LC 4)
Max UpliftD=103(LC 4),6=213(LC 4),E=l 1(LC 8)
Max GravD=163(LC 2),B=471(LC 2),E=280(LC 3)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD B-H=-544/105,C-H=-512/113
BOT CHORD B-J=-179/500,G-J=-179/500,F-G=-179/500
WEBS C-G=0/459,C-F=-603/216
NOTES (8-9)
1)Wind:ASCE 7-10;Vuft=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=6.Opsf,h=20ft;Cat.ll;Exp C;End.,GCpi=0.18;
MWFRS(envelope);Lumber DOL=1.33 plate grip DOL=1.33
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit
between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)E except(jt=lb)D=103
,B=213.
6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)10 Ib down and 100 Ib up at 1-5-12,
10 Ib down and 100 Ib up at 1-5-12,33 Ib up at 4-3-11,33 Ib up at 4-3-11,and 43 Ib down and 78 Ib up at 7-1-10,and 43 Ib down and
78 Ib up at 7-1-10 on top chord,and 21 Ib up at 1-5-12,21 Ib up at 1-5-12,14 Ib down and 4 Ib up at 4-3-11,14 Ib down and 4 Ib up at
4-3-11,and 54 Ib down at 7-1-10,and 54 Ib down at 7-1-10 on bottom chord. The design/selection of such connection device(s)is the
responsibility of others.
7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
8)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL.
9)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the
responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to
BCSI 1-03 published by TPI&WTCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
1)Regular:Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:A-D=-44,B-E=-20
Concentrated Loads(lb)
Vert:C=54(F=27,6=27)G=-14(F=-7,B=-7)H=81(F=41.B=41)1=-70(F=35,B=-35)J=21(F=11,B=11)K=54(F=27,B=-27)
Job Truss Truss Type Qty Ply 12/13 ATLANTIC BEACH-TAYLOR RESIDENCE
59123147 J07A SPECIAL 1 2 Job Reference(optional)
ProBuild East,Pooler,GA 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Oct 22 10:4059 2013 Page 1
I D:zgigLyWLE7bntACtFEXrXfyQyQ4-uRKeirVnl8vYgyWxhbT8SG071y3WO7ACSCm2CdyQuy2
2-0-0 5-2-9 7-0-0
2-0-0 3-2-9 1-9-7
3x4 11 Scale=1:19.
F
3x4
6.00 12 E
Y
N
63
T2 1
4x4 II 4x10=
D
A B
! T1 62 Io
H
3x8= I J
G
II 5x6=
2-0-0 7-0-0
2-0-0 5-0-0
Plate Offsets(X,Y): [C:0-1-14,0-174], G:Ed e,0-2-8
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.72 Vert(LL) 0.07 D-G >999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.14 D-G >534 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.13 Horz(TL) 0.06 G n/a n/a
BCDL 10.0 Code FRC2010/TP12007 (Matrix) Weight:82 Ib FT=20%
LUMBER BRACING
TOP CHORD 2x6 SP No.2`Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
T2:2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
BOT CHORD 2x6 SP No.2*Except*
B3:2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS (Ib/size) C=1492/0-3-8 (min.0-2-6),G=1359/Mechanical
Max HorzC=113(LC 8)
Max UpliftC=-546(LC 8),G=-520(LC 8)
Max GravC=1754(LC 2),G=1580(LC 2)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown
TOP CHORD A-H=-734/239,B-H=-734/239,B-C=-191/287,B-D=-545/161,D-E=-1086/318,
E-F=-395/103
BOT CHORD D-I=-474/1370,I-J=-474/1370,G-J=-474/1370,F-G=-92/282,A-C=-365/128
WEBS E-G=-1381/490
NOTES (14-15)
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply
connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Unbalanced roof live loads have been considered for this design.
4)Wind:ASCE 7-10,Vult=130mph(3-second gust)Vasd=101 mph,TCDL=4.2psf,BCDL=6.Opsf,h=20ft,Cat.11,Exp C,Encl.,GCpi=0.18;
MWFRS(envelope),Lumber DOL=1.33 plate grip DOL=1.33
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7).This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit
between the bottom chord and any other members.
8)Refer to girder(s)for truss to truss connections-
9)Bearing at joint(s)C considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)C=546,
G=520.
11)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-1 Od nails.
12)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)674 to down and 231 Ib up at
0-0-12,672 Ib down and 230 Ib up at 2-4-0,and 672 Ib down and 230 Ib up at 4-0-12,and 672 Ib down and 230 Ib up at 6-0-12 on
bottom chord. The design/selection of such connection device(s)is the responsibility of others.
Continued on page 2
Job Truss Truss Type Oty Ply 12/13 ATLANTIC BEACH-TAYLOR RESIDENCE
59123147 J07B SPECIAL 1 1
Job Reference(optional)
ProBuild East,Pooler,GA 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Oct 22 10:41:00 2013 Page 1
ID:zg ig LyWLE7bntACtFEXrXfyQyQ4-Neu 1 wBVP WS t P1657FJ_N_TZEmMUdIZZLhsWcl4yQuy
2-0-0 5-0-3 7-0-0
2-0-0 3-0-3 1-11-13
3x4 11 Scale=1:19.
F
3x4
6.00 F12 E
N
T2 1
4x4 11 5x6—
A B D
T1 62 Io
H I
J K
4x4=
G
I 4x6-
2 0 0 —-- 7-0-0
2-0-0 5-0-0
Plate Offsets X C:0-1-14,0-1-4
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) 0.05 D-G >999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.09 D-G >812 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.12 Horz(TL) 0.04 G n/a n/a
BCDL 10.0 Code FRC2010/TP12007 (Matrix) Weight:41 Ib FT=20%
LUMBER BRACING
TOP CHORD 2x6 SP No.2'Except` TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
T2:2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
BOT CHORD 2x6 SP No.2'Except' MiTek recommends that Stabilizers and
required cross bracing
B3:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer
WEBS 2x4 SP No.3 Installation guide.
REACTIONS (Ib/size) C=697/0-3-8 (min.0-2-3),G=441/Mechanical
Max HorzC=113(LC 8)
Max UpliftC=-239(LC 8),G=185(LC 8)
Max GravC=832(LC 2),G=515(LC 2)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD A-H=291/96,H-I=-291/96,B-I=-291/96,D-E=-509/141
BOT CHORD D-J=233/583,J-K=-233/583,G-K=-233/583
WEBS E-G=590/244
NOTES (13-14)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10,Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf,BCDL=6.Opsf;h=20ft,Cat.11,Exp C;End.,GCpi=0.18;
MWFRS(envelope);Lumber DOL=1.33 plate grip DOL=1.33
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit
between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Bearing atjoint(s)C considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except CIt=1b)C=239,
G=185.
9)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails.
10)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)175 Ib down and 78 Ib up at
1-2-12,and 175 Ib down and 78 Ib up at 3-2-12,and 175 Ib down and 78 Ib up at 5-2-12 on bottom chord. The design/selection of
such connection device(s)is the responsibility of others.
12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
13)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL.
14)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the
responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to
BCSI 1-03 published by TPI&WTCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
Continued on page 2
Job Truss Truss Type Qty Ply 12/13 ATLANTIC BEACH-TAYLOR RESIDENCE
59123147 K01 GABLE 1 1
Job Reference o tional
ProBuild East,Pooler,GA 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Oct 22 10:41:02 2013 Page 1
I D:aR h MYG67R MnC2ywrMVimtXyR9Q5-JOOnLsXf23H7XPFVMjOr4ueZoAFnDU2e8A?ipyyQu
N- 3-10-0 7-8-0 9-8-0
-0 3-10-0 3-10-0
Scale=1:22.1
4x4=
D
6.00 12
4x4 E 4x4
C
6x8 11 6x8 11
F
B
T3 W3 T
G
A
W1 2 W1
T2 T
I
i
I I
J 3x8= H
3-10-0 7-8-0
3-10-0 3-10-0
Plate Offsets [B:0-54,0-2-81,[F:0-5-4,0-2-81, :0-1-11 0-1-8, 5:0-1-11 0-1 8
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) 0.01 I-J >999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.17 Vert(TL) -0.01 H-1 >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 H n/a n/a
BCDL 10.0 Code FRC2010ITP12007 (Matrix) Weight:65 Ib FT=20%
LUMBER BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
W1:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (Ib/size) J=330/Mechanical,H=330/Mechanical
Max HorzJ=-108(LC 10)
Max UpliftJ=-161(LC 12),H=l 61(LC 13)
Max GravJ=389(LC 2),H=389(LC 2)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD B-C=-214/326,C-D=-179/339,D-E=-179/339,E-F=-214/326,B-J=-372/515,
F-H=371/516
NOTES (10-11)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph,TCDL=4.2psf,BCDL=6.Opsf;h=20ft,Cat.11,Exp C;End.,GCpi=0.18;
MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed,end vertical left and right exposed;
porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
4)All plates are 3x4 MT20 unless otherwise indicated.
5)Gable studs spaced at 1-4-0 oc.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit
between the bottom chord and any other members.
8)Refer to girder(s)for truss to truss connections.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)J=161,
H=161.
10)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL.
11)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the
responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to
BCS]1-03 published by TPI&WTCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply 12/13 ATLANTIC BEACH-TAYLOR RESIDENCE
59123147 P0ll GABLE 1 1
Job Reference o tional
ProBuild East,Pooler,GA 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Oct 22 10:41:04 2013 Page 1
I D:aRh MYG67RMnC2ywrMVimtXyR9Q5-FP7XIYYwahXrmjPuU83J9Jkvpzv_hHHxcUUptryQu
-2-0-0 5-11-14 9-11-8
2-0-0 5-11-14 3-11-10
y Scale=1:22.
H
G
4.00 r1-2
-
F
4x4
E �
4x4 5
D 2 T4 82 A
4x4 C
4x6
T1 W1 T
� B Li B, I�
0
4x6= 40= L K J I
A 4x6=
N_ 5-11-14 9-11-8
5-7-14 3-11-10
Plate Offsets X, [B:0-6-12,0-1-151, B:1-4-8,0-3-4
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) 008 B-L >999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.25 Vert(TL) 0.06 B-L >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.46 Horz(TL) -0.01 1 n/a n/a
BCDL 10.0 Code FRC2010/TPI2007 (Matrix) Weight:65 Ib FT=20%
LUMBER BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-10-14 oc bracing.
WEBS 2x4 SP No.3 FMiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (Ib/size) 8=415/0-3-0 (min.0-1-8),1=294/0-1-8 (min.0-1-8)
Max Horz B=259(LC 8)
Max UpliftB=-364(LC 8),1=-268(LC 8)
Max GravB=487(LC 2),1=339(LC 2)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD B-C=634/637,C-D=589/634,D-E=-032/684
BOT CHORD B-L=980/555,K-L=980/555,J-K=-980/555,I-J=-980/555
WEBS E-N=-618/905,N-0=576/841,M-O=-612/895,I-M=-648/947,E-K=403/264
NOTES (10-11)
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph,TCDL=4.2psf;BCDL=6.Opsf;h=20ft;Cat.II;Exp C,End.,GCpi=0.18;
MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left exposed;porch left and right exposed;C-C for members
and forces&MWFRS for reactions shown;Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
3)All plates are 3x4 MT20 unless otherwise indicated.
4)Gable studs spaced at 1-4-0 oc.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit
between the bottom chord and any other members.
7)Bearing at joint(s)I considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)1.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)B=364,
1=268.
10)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL.
11)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the
responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to
BCSI 1-03 published by TPI&WTCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
Job
Truss Truss Type Qty Ply 12/13 ATLANTIC BEACH-TAYLOR RESIDENCE
59123147 P03 MONO TRUSS 1 1
_ Job Reference otional
ProBuild East,Pooler,GA 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Oct 22 10:41:05 2013 Page 1
I D:aRhMYG67RMnC2ywrMVimtXyR9Q5-jbhvzuZYL_fiOt_42saYhXG3wN40Q184g8DNPHyQu
2-0-0 5-11-14 9-11-8
2-0-0 5-11-14 3-11-10
Scale=1:22.
3x4 11
D
i
4x4
4.00 F12
C I
I
N
B2 A
T1
i
W1
6
Li
I�
0
A 5x6= G H 81 F E i
3x4 11 4x6=
i
L4Q-4-Q 5-11-14 9-11-8
-4- 5-7-14 3-11-105-7-14 3-11-10 _
Plate Offsets(X,Y): B:0-6-14,0-0-5
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.13 B-F >917 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.90 Vert(TL) -0.16 B-F >722 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.42 Horz(TL) 0.01 E n/a n/a
BCDL 10.0 Code FRC2010/TP12007 (Matrix) Weight:57 Ib FT=20%
LUMBER BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-2 oc purlins.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-10-3 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
[be,nsta led during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (Ib/size) B=1134/0-3-0 (min.0-1-9),E=482/0-1-8 (min.0-1-8)
Max Horz B=282(LC 4)
Max UpliftB=-953(LC 4),E=-432(LC 4)
Max GravB=1319(LC 2),E=557(LC 2)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD B-C=-1162/676
BOT CHORD B-G=-823/1070,G-H=-823/1070,F-H=-823/1070,E-F=-823/1070
WEBS C-E=-1215/884,C-F=-406/608
NOTES (9-10)
1)Wnd:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph,TCDL=4.2psf;BCDL=6.Opsf,h=20ft;Cat.11;Exp C;Encl.,GCpi=0.18;
MWFRS(envelope)gable end zone,cantilever left exposed,porch left and right exposed,Lumber DOL=1.33 plate grip DOL=1.33
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit
between the bottom chord and any other members-
4)Bearing at joint(s)E considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)E.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)B=953,
E=432.
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)350 Ib down and 251 Ib up at 0-1-8,
and 350 Ib down and 251 Ib up at 2-0-12,and 350 Ib down and 251 Ib up at 4-0-12 on bottom chord. The design/selection of such
connection device(s)is the responsibility of others
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
9)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL.
10)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the
responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to
BCSI 1-03 published by TPI&WTCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
1)Regular:Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:A-D=-44,B-E=-20
Concentrated Loads(lb)
Vert:B=-303(F)G=-303(F)H=-303(F)
Job Truss Truss Type Qty Ply 12113 ATLANTIC BEACH-TAYLOR RESIDENCE
59123147 POS MONO TRUSS 5 1
Job Reference o tional
ProBuild East,Pooler,GA 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue Oct 22 10:41:06 2013 Page 1
ID aRh MYG67RMnC2ywrMVimtXyR9Q5-BOFIAEaA6lnZ01 ZHbZ5nEkpENnTP9luE3ozwxjyQu
-2-0-0 5-11-8
2-0-0 5-11-8
Scale=1:15.
3x4 11
C
I
i
I
4.00 12
Y
0
82
T1
B
131 1d
A D
3x4 11
3x4=
0-4-0 5-11-8
0-4-0 5-7-8
LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/defl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) 0.05 B-D >999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.76 Vert(TL) -0.04 B-D >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 D n/a n/a
BCDL 10.0 Code FRC201 O/TPI2007 (Matrix) Weight:30 Ib FT=20%
LUMBER BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) B=291/0-3-0 (min.0-1-8),D=162/0-1-8 (min.0-1-8)
Max HorzB=184(LC 8)
Max UpliftB=-275(LC 8),D=145(1_C 8)
Max GravB=344(LC 2),D=186(LC 2)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES (7-8)
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph,TCDL=4.2psf,BCDL=6.Opsf;h=20ft;Cat.II;Exp C;End.,GCpi=0.18;
MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left exposed,porch left and right exposed;C-C for members
and forces&MWFRS for reactions shown,Lumber DOL=1.33 plate grip DOL=1.33
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit
between the bottom chord and any other members.
4)Bearing at joint(s)D considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)D.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)B=275,
D=145.
7)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL.
8)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the
responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to
BCSI 1-03 published by TPI&WTCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
END OF TRUSS DESIGN
DRAWINGS
ALL ADDITIONAL INFORMATION IS PROVIDED SOLELY FOR
USE AS REFERENCE. THE SUITABILITY AND USE OF THE
PRECEEDING TRUSS DESIGN DRAWINGS FOR ANY
PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
BUILDING DESIGNER,
PER ANSI/TPI 1-2002 SECTION 2.
To: Reaction
DURHAM Job Number: 59123147
Fax: Page: 2
PFoject: 59123147 Block No: Date: 10/22/13 10:50:02
Model: TAYLOR RESIDENCE Lot No:
Contact: Site: Office: Deliver TO: Account No: 000000032
Name: LOT 12 BLK 13 A Designer: /
Phone: Salesperson: CHUCK BOLLINE
Fax: Quote Number:
ATLANTIC BEACH,FL 32225 P.O.Number:
Qty: Truss Id: Span: Truss Type: Slope
Reactions:
01-00-00 Joint B Joint C Joint D
i 2 CJ1 JACK 6.00 265.32 53.40 18.83
-96.35 -94.58
01-00-00 Joint C Joint D Joint E
ld
2 CAH JACK 6.00 29.78 9.91 294.73
-100.28 -24.25 -51.09
03-00-00 Joint B Joint C Joint D
2 CM JACK 6.00 270.12 26.71 54.17
-69.42 -27.85
03-00-00 Joint C Joint D Joint E
2 CJ3H JACK 6.00 42.80 49.88 263.70
-46.48 -1.62 -34.38
0$-00-00 Joint B Joint C Joint D
2 CJ5 JACK 6.00 323.08 98.63 94.17
-65.63 -72.09
12-00-08 Joint A Joint E
I D01 COMMON 6.00 4542.53 3862.67
-358.54 -404.24
12-00-08 Joint B Joint J Joint L Joint M Joint N
1 D02 GABLE 6.00 251.10 251.10 175.05 72.04 121.30
-125.94 -139.04 -73.88 -49.61
06-03-08 Joint B Joint D
3 E01 COMMON 6.00 361.97 196.24
-160.15 -58.83
` 06-05-00 Joint B Joint H Joint J Joint K Joint L
I E02 GABLE 6.00 233.30 233.30 80.16 122.45 80.16
141.37 -150.86 -24.96
0$-00-00 Joint C Joint D Joint E
2 EJ5H JACK 6.00 105.07 88.43 319.11
✓ _� -80.44 -35.88
07-00-00 Joint B Joint C Joint D
3 EJ7 JACK 6.00 388.58 155.60 121.88
-67.42 -94.90
07-00-00 Joint A Joint D
1 EJ7G JACK 6.00 1591.15 1638.56
4 -231.88 -299.21
07-02-09 Joint F Joint G
2 H01 MONO TRUSS 6.00 240.29 388.45
F Y -96.52 -40.00
07-02-09 Joint F Joint G
1 H02 MONO TRUSS 6.00 240.29 388.45
-96.52 -40.00
G 07-02-09 Joint F Joint H
I H03 MONO HIP 6.00 434.09 447.01
-222.70 -114.77
07-00-14 Joint D Joint E Joint G
1 HJSH MONO TRUSS 4.24 112.60 98.27 339.19
-93.51 -31.15 -252.89
09-10-13 Joint B Joint D Joint E
I HJ7 MONO TRUSS 4.24 471.21 163.49 279.59
_ - -212.83 -103.02 -11.36
04-08-00 Joint A Joint CJoint D
2 J07 JACK 6.00 251.60 202.77 92.13
-16.65 -104.01
07-00-00 Joint C Joint G
I 307A SPECIAL 6.00 1754.08 1579.60
-545.84 -520.36
07-00-00 Joint C Joint G
1 J07B SPECIAL 6.00 832.13 515.06
-238.79 -185.28
FJANUARY 1 , 2009 T-BRACE / I-BRACE DETAIL ST - T-BRACE
~ MiTek Industries,Chesterfield,MO Page 1 of 1
Note:T-Bracing/ I-Bracing to be used when continuous lateral bracing
o 0o is impractical.T-Brace/ I-Brace must cover 90%of web length.
u Note: This detail NOT to be used to convert T-Brace/ I-Brace
MiTek Industries,Inc. webs to continuous lateral braced webs.
Nailing Pattern Brace Size
T-Brace size Nail Size Nail Spacing for One-Ply Truss
U4 or U6 10d 8"o.c.
2x4 or 2x6 or 2x8 16d 8"o.c. Specified Continuous
Rows of Lateral Bracing
Note: Nail along entire length of T-Brace/I-Brace Web Size 1 2
(On Two-Ply's Nail to Both Plies)
2x3 or 2x4 1x4(*)T-Brace 1x4(*) I-Brace
2x6 1 x6(*)T-Brace 2x6 I-Brace
2x8 2x8 T-Brace MI-Brace
Nails
Brace Size
for Two-Ply Truss
t
Specified Continuous
t Rows of Lateral Bracing
--A SPACING Web Size 1 2
k
2x3 or 2x4 2x4 T-Brace 2x4 I-Brace
k
WEB 2x6 I 2x6 T-Brace 2x61-Brace
—A 2x8 2x8 T-Brace 2x81-Brace
k
t
T-BRACE
Nails � Section Detail
T-Brace
Web
Nails T-Brace/ I-Brace must be same species and grade(or better) as web member.
(*) NOTE: If SYP webs are used in the truss, 1 x4 or 1 x6 SYP braces must be stress
Web I-Brace rated boards with design values that are equal to (or better)the truss web
design values.
For SYP truss lumber grades up to#2 with 1X bracing material, use IND 45 for T-Brace/1-Bra e
Nails/ For SYP truss lumber grades up to#1 with 1X__bracing material, use IND 55 for T-Brace/I Brace
MARCH 12, 2009 WEB BRACING RECOMMENDATIONS j ST-WE BBRACE
• oo ® MiTek Industries,Chesterfield,MO Page 1 of 1
FV-110 MAXIMUM TRUSS WEB FORCE(Ibs.)(See note 7)
BRACE
o� 24"O.C. 48"O.C. 72"O.C.
n BAY SIZE
u BRACING MATERIAL TYPE BRACING MATERIAL TYPE BRACING MATERIAL TYPE
MiTek Industries,Inc. A B C D A B C D C D
10'-0" 1610 1886 1886 2829
12'-0" 1342 1572 1572 2358 3143 3143 4715 4715 7074
14'-0" 1150 1347 1347 2021
16'-0" 1006 1179 1179 1768 2358 2358 3536
894 1048 1048 1572 3143 4715
20'-0" 805 943 943 1414 1886 1886 2829
Bay size shall be measured in between the centers of pairs of diagonals.
GENERAL NOTES
TYPE BRACING MATERIALS 1 DIAGONAL BRACING IS REQUIRED TO TRANSFER THE CUMULATIVE LATERAL BRACE FORCE INTO THE
ROOF AND/OR CEILING DIAPHRAGM.THE DIAPHRAGM IS TO BE DESIGNED BY A QUALIFIED
PROFESSIONAL.
1 X 4 IND.45 SVP 2.THESE CALCULATIONS ARE BASED ON LATERAL BRACE CARRYING 2%OF THE WEB FORCE.
A OR_ 3. DIAGONAL BRACING MATERIAL MUST BE SAME SIZE AND GRADE OR BETTER,AS THE LATERAL BRACE
MATERIALAN
,AND SHALL BE INSTALLED IN SUCH A MANNER THAT IT INTERSECTS WEB MEMBERS
1 X 4#2 SRB(DF,HE,SPF) AT APPROX.45 DEGREES AND SHALL BE NAILED AT EACH END AND EACH INTERMEDIATE TRUSS WITH 2-8d
(0.131'x2.5')FOR 1.4 BRACES,2-10d(0.131'x 3')FOR 26 and 2x4 BRACES,AND 3-10d(0.131')1')FOR 2x6 BRACES.
-- -- 4. CONNECT FOR
BRACE TO EACH TRUSS WITH 2-8d(0.131'X2.5')NAILS FOR 1.4 LATERAL BRACES,
2-10d(0.131'x3')NAILS FOR 2X3 and 2x4 LATERAL BRACES,AND 3-10d(0.131')3')FOR 2x6 LATERAL BRACES.
B 2 X 3#3,STD,CONST(SPF,DF,HF,OR$YP) S.
LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE
FOR CONTINUITY.
6. FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF BRACING,CONSULT
C 2 X 4#3,STD,CONST(SPF,DF,HE,OR SYP) DSB-89 TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES AND BCSI 1
GUIDE TO GOOD PRACTICE FOR HANDLING,INSTALLING b BRACING OF METAL PLATE CONNECTED
WOOD TRUSSES,JOINTLY PRODUCED BY WOOD TRUSS COUNCIL OF AMERICA and TRUSS PLATE INSTITUTE.
—sb—dusaY.com and www Onst.org
D 2 X 6#3 OR BETTER(SPF,DF,HE,OR SYP) 7. REFER TO SPECIFIC TRUSS DESIGN DRAWING FOR WEB MEMBER FORCE.
8. TABULATED VALUES ARE BASED ON A DOL.=1.15
FOR STABILIZERS:
FOR A SPACING OF 24'0.C.ONLY,MITEK-STABILIZER'TRUSS BRACING SYSTEMS CAN BE
SUBSTITUTED FOR TYPE A,B,C AND D BRACING MATERIAL.DIAGONAL BRACING FOR STABILIZERS
ARE TO BE PROVIDED AT BAY SIZE INDICATED ABOVE.WHERE DIAPHRAGM BRACING IS REQUIRED
AT PITCH BREAKS.STABILIZERS MAY BE REPLACED WITH WOOD BLOCKING.SEE'STABILIZER'
TRUSS BRACING INSTALLATION GUIDE AND PRODUCT SPECIFICATION.
DIAGONAL BRACE
CONTINUOUS LATERAL
RESTRAINT
2-10d NAILS
(SEE NOTE 4)
TRUSS WEB
MEMBERS
This information is provided as a recommendation to assist in the
requirement for permanent bracing of the individual truss web
members.Additional bracing may still be required for the stability
of the overall root system.The method shown here is just one
method that can be used to provide stability against web buckling. _
i
JANUARY 1, 2009 Standard Gable End Detail SHEET 2
V
L�Jfl� O MiTek Industries,Chesterfield,MO Page 2 of 2
ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD
0o Trusses @ 24" o.c.
O DD
HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48"O.C.
(SEE SECTION A-A) ATTACHED TO VERTICAL WITH(4)-16d
MiTek Industries,Inc. Roof Sheathing COMMON WIRE NAILS AND ATTACHED
TO BLOCKING WITH(5)-10d COMMONS.
V-3"
Max.
IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR
THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE NAIL DIAGONAL BRACE TO
CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE PURLIN WITH TWO 16d NAILS
TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT
MAY RESULT FROM THE BRACING OF THE GABLE ENDS
2X 4 PURLIN FASTENED TO FOUR TRUSSES
WITH TWO 16d NAILS EACH.FASTEN PURLIN
\ TO BLOCKING W/TWO 16d NAILS(MIN)
Diag. Brace \ \ PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES
at 1/3 points X SUPPORTING THE BRACE AND THE TWO TRUSSES
if needed \ ON EITHER SIDE AS NOTED. TOENAIL BLOCKING
TO TRUSSES WITH(2)-10d NAILS AT EACH END.
ATTACH DIAGONAL BRACE TO BLOCKING WITH
End Wall (5)-10d COMMON WIRE NAILS.
CEILING SHEATHING
BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL
METHOD 1 :ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS
FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE
FOLLOWING NAILING SCHEDULE.
METHOD 2:ATTACH 2X_SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG
MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL
NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE
AND SPECIES AS THE TRUSS VERTICALS
NAILING SCHEDULE:
FOR WIND SPEEDS 120 MPH OR LESS,NAIL ALL MEMBERS WITH ONE
ROW OF 10d(.131"X 3")NAILS SPACED 6"O.C.
FOR WIND SPEEDS GREATER 120 MPH NAIL ALL MEMBERS WITH TWO
ROWS OF 10d(.131"X 3")NAILS SPACED 6-O.C.(2X 4 STUDS MINIMUM)
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1.
ALL BRACING METHODS SHOWN ON PAGE 1 ARE
/ VALID AND ARE TO BE FASTENED TO THE SCABS OR INLAYED STUD
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
ON THE INTERIOR SIDE OF THE STRUCTURE.
STRUCTURAL / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST
GABLE TRUSS / BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM
CHORD TO RESIST ALL OUT OF PLANE LOADS.THE BRACING SHOWN
IN THIS DETAIL IS FOR THE VERTICAL/STUDS ONLY.
NOTE:THIS DETAIL IS TO BE USED ONLY FOR /
STRUCTURAL GABLES WITH INLAYED
STUDS.TRUSSES WITHOUT INLAYED
STUDS ARE NOT ADDRESSED HERE. /
STANDARD /
GABLE TRUSS
JANUARY 1, 2009 STANDARD PIGGYBACK ST-PIGGY-PLATE
TRUSS CONNECTION DETAIL
b
0O ® MiTek Industries,Chesterfield,MO Page 1 of 1
aaaa
0 00
a
MiTek Industries,Inc.
This detail is applicable for the following wind conditions:
ASCE 7-98,ASCE 7-02,ASCE 7-05 Wind Standard under
all enclosure and exposure conditions as long as no uplift exceeds 377 lbs.
Refer to actual piggyback truss design drawing for uplifts.
NOTE:
This Detail is valid for one ply trusses spaced 24"o.c.or less.
PIGGYBACK TRUSS
Refer to actual truss design drawing for
additional piggyback truss information. Attach99Y i back truss to the base truss with 3"x8"TEE-LOCK
P
Multi-Use connection plates spaced 48"o.c. Plates shall be
pressed into the piggyback truss at 48"o.c.staggered from each
face and nailed to the base truss with four(4)-6d(1.5'x0.099")
nails in each plate to achieve a maximum uplift capacity of 377 lbs.
at each 3"x8"TEE-LOCK Multi-Use connection plate.
Attach each purlin to the top chord
of the base truss.
(Purlins and connection by others)
21 Li I I tj�t
BASE TRUSS
Refer to actual truss design drawing
for additional base truss information.
SPACE PURLINS ACCORDING TO THE MAXIMUM
SPACING ON THE TOP CHORD OF THE BASE
TRUSS(SPACING NOT TO EXCEED 24"O.C.).
A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT.
i
3
FEBRUARY 19, 2009 LATERAL TOE-NAIL DETAIL ST-TOENAIL
�0 ® MiTek Industries,Chesterfield,MO Page 1 of 1
1.TOE-NAILS SHALL BE STARTED AND DRIVEN AT THE ANGLE SHOWN, BASED ON THE
�o CONNECTION LAYOUT USED.
2.THE END DISTANCE, EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH
AS TO AVOID SPLITTING OF THE WOOD.
MiTek Industries,Inc. 3.ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY
BETWEEN THE TWO MEMBERS IN THE CONNECTION.
TOE-NAIL SINGLE SHEAR VALUES PER NDS 2005(Ib/nail)
DIAM. SYP DF HF SPF SPF-S
.131 88 80 69 68 59 SQUARE CUT
p .135 93 85 74 72 63
J
N ,162 118 108 93 91 80 SIDE VIEW SIDE VIEW
J � (2x4,2x6) (2x3)
3 NAILS 2 NAILS
(=7 .128 84 76 66 65 57 NEAR SIDE
Z O .131 88 80 69 68 59 NEAR SIDE
w J — FAR SIDE
J io 148 106 97 84 82 72
J C'! NEAR SIDE — FAR SIDE
Z
0 .120 73 67 58 57 50
O .128 84 76 66 65 57
J
o ,131 88 80 69 68 59
.148 106 97 84 82 72
30.00°
VALUES SHOWN ARE CAPACITY PER TOE-NAIL. 1"for 3"NAIL
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. 1-1/16"for 3.25"NAIL
1-3/16"for 3.5"NAIL
EXAMPLE:
(3)-16d NAILS(.162"diam.x 3.5")WITH SPF CHORD SPECIES L
For load duration increase of 1.15:
3(nails)X 91 (Ib/nail)X 1.15(DOL)=314 Ib Maximum Capacity
45 DEGREE ANGLE
BEVEL CUT VIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLY
SIDE VIEW
(2x3,2x4)
2 NAILS
45.00*
NEAR SIDE
X-4
45.00° NEAR SIDE
SIDE VIEW
(2x6)
1-1/2"for 3"NAIL 3 NAILS
1-5/8"for 3.25"NAIL NEAR SIDE
1-3/4"for 3.5"NAIL
NEAR SIDE
NEAR SIDE
r
•
JANUARY 1, 2009 BEARING BLOCK DETAIL ST-BLCK1
�OO ® REFER TO INDIVIDUAL TRUSS DESIGN MiTek Industries,Chesterfield,MO Page 1 of 1
Ell]
r FOR PLATE SIZES AND LUMBER GRADES
w
IMPORTANT
O DD
This detail to be used only with one ply trusses
with a D.O.L. lumber increase of 1.15 or higher.
MiTek Industries, Inc. Trusses not fitting these criteria should be examined individually.
0-3-8 ACTUAL BEARING SIZE
BOTTOM CHORD SIZE LUMBER ALLOWABLE
AND GRADE REACTION BEARING BLOCK BEARING BLOCK&WOOD BEARING ALLOWABLE LOADS
ALLOWABLE LOADS
NAILING PATTERN (lb) * ALLOWABLE LOAD(lb) TOTAL EQUIVALENT BEARING LENGTH
2x4 BOTTOM CHORD SYP 2966 975 3941 0-4-10
2 ROWS @ 3"O.C. DF 3281 892 4173 0-4-7
(8 TOTAL NAILS) HF 2126 772 2898
0-4-12
SPF 2231 754 2985 0-4-11
SYP 2966 1462 4428 0-5-3
2x6 BOTTOM CHORD DF 3281 1338 4619 0-4-14
3 ROWS @ 3"O.C. HF 2126 1159 3285 0 5-6
(12 TOTAL NAILS)
SPF 2231 1131 3362 0-5-4
SYP 2966 1950 4916 0-5-12
21
8 BOTTOM CHORD DF 3281 1784 5065 0-5-6
4 ROWS @ 3"O.C.
(16 TOTAL NAILS) HF 2126 1545 3671 0-6-0
SPF 2231 1508 3739 0-5-13
CASE 1 CASE 2
4"MINIMUM T
HEEL HEIGHT 1
BRG BLOCK TO BE SAME
12"BLOCK SIZE,GRADE,&SPECIES
AS EXISTING BOTTOM CHORD. 12"BLOCK
APPLY TO ONE FACE OF TRUSS.
NOTES:
1.USE LOWER OF TOP PLATE OR TRUSS WOOD SPECIES.
2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH
AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3.NAILS DESIGNATED ARE 10d(.131"DIAM.x 3")
FOR BEARINGS NOT NEARER THAN 3"TO THE END
OF A MEMBER(CASE 2),THESE VALUES MAY BE
MULTIPLIED BY A BEARING FACTOR OF 1.10
LOADS BASED ON FOLLOWING Fc PERPENDICULAR VALUES:
SYP=565 psi
DF =625 psi
HF =405 psi
SPF =425 psi
NOTE:VALUES DO NOT INCLUDE MSR LUMBER WITH"E"VALUES
GREATER THAN 1,900,000 PSI OR NON-DENSE GRADE LUMBER.
t
CITY OF ATLANTIC BEACH
til
s� 800 SEMINOLE ROAD
j ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
,.C !tit
Application Number . . . . . 13-00003657 Date 12/27/13
Property Address . . . . . . 321 10TH ST
Application type description SINGLE FAMILY RESIDENCE
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 305000
----------------------------------------------------------------------------
Application desc
new home
----------------------------------------------------------------------------
Owner Contractor
-
------------------------
-----------------------
TAYLOR BROGAN B & NATALIE V PHILLIPS BUILDERS LLC
672 OCEAN BLVD. 1250 SELVA MARINA CIRCLE
ATLANTIC BEACH FL 32233 PHILLIPSBUILDERS@COMCAST.NET
ATLANTIC BEACH FL 32233
(904) 349-2999
--- Structure Information 000 000 NEW HOME
Construction Type . . . . . TYPE 5-B
Occupancy Type . . . . . . RESIDENTIAL
Flood Zone . . . . . . . . ZONE X
-----------------------------------------------------------------------
Permit . . . . . . PLUMBING PERMIT
Additional desc . .
Sub Contractor . . TDG PLUMBING
Permit Fee . . . 258 . 00 Plan Check Fee 00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 6/25/14
------------------------------------------------------------------
Special Notes and Comments
Avoid damage to underground water/sewer utilities . Verify
vertical and horizontal location of utilities . Hand dig if
necessary. If field coordination is needed, call 247-5834 .
Ensure all meter boxes, sewer cleanouts and valve covers
are set to grade and visible.
A sewer cleanout must be installed at the property line .
Cleanout must be covered with an RT1 concrete box with
metal lid. Cleanout to be set to grade and visible.
A reduced pressure zone backflow preventer must be
installed if irrigation will be provided or if there is a
private well on the property. Backflow preventer must be
tested by a certified tester and a copy of the results sent
to Public Utilities .
If on-site storage is required, a post construction
topographic survey documenting proper construction will be
required.
POOL - Wellpoint (if used) must discharge into vegetated
PERMIT I RON3EJ�'ONW I�Ka%R1fVW"qt4rq9ItCIW 004*&�4f--E4BEK'@j@-t)MX9A4@#4i *THE FLORIDA
BUILDING CODES.
C� �_ ', f CITY OF ATLANTIC BEACH
s) 800 SEMINOLE ROAD
!} ',". ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
it
Page 2
Application Number . . . . . 13-00003657 Date 12/27/13
----------------------------------------------------------------------------
Special Notes and Comments
structure or lagoon) . Separate permit .
Full right-of-way restoration, including sod, is required.
Full erosion control measures must be installed and
approved prior to beginning any earth disturbing
activities . Contact Public Works (247-5834) for Erosion
and Sediment Control Inspection prior to start of
construction.
2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE
A sewer cleanout must be installed at the property line.
Cleanout must be covered with an RT1 concrete box with
metal lid. Cleanout to be set to grade and visible.
*SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST
CONTROL COMPANY PRIOR TO C.O.
WINDOW AND DOOR INSPECTION:
*INSTALLATION INSTUCTIONS REQUIRED
*ALL STICKERS ARE TO REMAIN ON THE WINDOWS
*PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS
----------------------------------------------------------------------------
Other Fees . . . . . . . . . STATE PLBG DCA SURCHARGE 3 . 87
STATE PLBG DBPR SURCHARGE 3 . 87
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 258 . 00 258 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Other Fee Total 7 . 74 7 . 74 . 00 . 00
Grand Total 265 . 74 265 . 74 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
PLUMBING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Rd Atlantic Beach, FL 32233
Ph(904) 247-5826 Fax (904) 247-5845
JOB ADDRESS: 321 I D Z - 5l PERMIT # oovo'36� ?
NEW OR REPLACEMENT INSTALLATION: Project Value$
TYPE of FIXTURE QTY TYPE of FIXTURE QTY
Bathtub (-{ Septic Tank&Pit
Clothes Washer �_ Shower _
Dishwasher �2_ Shower Pan
Drinking Fountain Slop Sink
Floor Drain Three Compartment Sink
Floor Sink Toilet
Hose Bibs _ Urinal
Kitchen Sink t Vacuum Breakers
Laundry Tray I Water Connected Appliances
Lavatory 73 Water Heater
Other Fixtures Water Treating System
RE-PIPE: 0
TYPE of FIXTURE QTY TYPE of FIXTURE QTY
Bathtub Septic Tank&Pit
Clothes Washer Shower
Dishwasher Shower Pan
Drinking Fountain Slop Sink
Floor Drain Three Compartment Sink
Floor Sink Toilet
Hose Bibs Urinal
Kitchen Sink Vacuum Breakers
Laundry Tray Water Connected Appliances
Lavatory Water Heater
Other Fixtures Water Treating System
MISCELLANEOUS:
❑ Sewer Replacement ❑ Back Flow Preventer ❑ Grease Interceptor(Trap) gallons(Requires 3 sets of plans)
❑ Lawn Sprinkler System-Number of Heads ❑ Well **
**SIRWD Well Completion Form. Completed form to be submitted to the Building Department for final inspection.**
❑ Other
Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read
this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified
or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction.
Property Owners Name�fly LO&' d('0911�` Phone Number
Plumbing Company' Co P L--P,�o ^g Office Phone G'4 X-7' 4 I Fax S'(-4
Co. Address: q4_1 t- Lo�' QKL City'7A-e State rL Zip 1-Ly
License Holder(Printj�:' � J J pG4 %^t y State Certification/Registration# CFC-141-70(,'l-
Notarized
FC-ly1-70(,'l-
Notarized Signature of License Holder
Before me this day of 20
Signature of Notary Public
�s CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
�J131
Application Number
14-00000252 Date 2/20/14
321 10TH ST
Property Address . .
Application type description MECHANICAL GAS PIPING
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
-------------------------------
Application desc
gas piping
-------------------------------
Owner Contractor
_ _ _ _ --------------
----------
TAYLOR BROGAN B & NATALIE V 709 LT CORP.
7
672 OCEAN BLVD. 7709 AON AVE.
JACKSONVILLE FL 32211
ATLANTIC BEACH FL 32233 (904) 721-5431
-----------------
------
Permit . . . . . . MECHANICAL GAS PIPE PERMIT
Additional desc . Plan Check Fee . 00
Permit Fee . . . . 87 . 00 0
Issue Date Valuation
Expiration Date . . 8/19/14
-------------
---------------------------
2 . 00
Other Fees . . . . . . . . . STATE MECH DCA SURCHARGE
STATE MECH DBPR SURCHARGE 2 . 00
------------------_---------------------------------------------
Fee summary Charged
Paid Credited
_ ------- . 00
----- ----------
- . 00
Permit Fee Total 87 . 00 87 . 00 00 . 00
Plan Check Total • 00 00 . 00 4 . . 00
Other Fee Total 4 . 00 00 . 00
Grand Total 91 . 00 91 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
MECHANICAL PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Rd Atlantic Beach, FL 32233
Ph(904) 247-5826 Fax (904) 247-5845
1011 ADDRESS: —?..;:21 /,o 7W C 7 PERMIT# 13- 26S7
PROJECT VALUE $.1»d zD ARI# REQUIRED
Air Handling Equipment Only Air Handling Unit & Condenser Condenser Only
JEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION
Air Conditioning: Unit Quantity Tons Per Unit
Heat: Unit Quantity BTU's Per Unit Seer Rating
Duct Systems: Total CFM REQUIRED
ZEPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION
Air Conditioning: Unit Quantity Tons Per Unit
Heat: Unit Quantity BTU's Per Unit Seer Rating
Duct Systems: Total CFM REQUIRED
IRE PREVENTION
Fire Sprinkler System Quantity (Requires 3 sets of plans)
Fire Standpipe Quantity (Requires 3 sets of plans)
Underground Fire Main Value (Requires 3 sets of plans)
Fire Hose Cabinets Quantity (Requires 3 sets of plans)
Commercial Hoods Quantity (Requires 3 sets of plans)
Fire Suppression Systems Quantity (Requires 3 sets of plans)
IRE PLACES MISCELLANEOUS:
Prefabricated Fireplace Qty, Automobile Lifts
Gas Piping Outlets Z, Boilers BTU's
Elevators/Escalators
ALL OTHER GAS PIPING Heat Exchanger
Quantity of Outlets Pumps
#Vented Wall Furnaces Refrigerator Condenser BTU's
#Water Heaters Solar Collection Systems
Tanks (gallons) / DjAa
Wells
)THER:
ermit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read
its application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or
ot. The permit does not give authority to the provisio%ss f any other state or local law regulation construction or the performance of construction.
'ro erty Owners Name AUr4A11-0,_ ;X S Phone Number
p
Mechanical Company Tie D 9l43G0 R® Office Phone7z/S'J�3) Fax ; S 73 7
;o. Address: -770 AZ75�1 A 1/s City _rw x State rZ- Zip3 Z Z 1)
,icense Holder(Print): State Certification/Registration#
Totarized Signature of License Holder
Before me thi day of 20
Signature of Notary Public
CITY OF ATLANTIC BEACH
j 800 SEMINOLE ROAD
'J ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
Application Number . . . . . 13-00003657 Date 3/13/14
Property Address . . . . . . 321 10TH ST
Application type description SINGLE FAMILY RESIDENCE
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 305000
----------------------------------------------------------------------------
Application desc
new home
----------------------------------------------------------------------------
Owner Contractor
------------------------ ------------------------
TAYLOR BROGAN B & NATALIE V PHILLIPS BUILDERS LLC
672 OCEAN BLVD. 1250 SELVA MARINA CIRCLE
ATLANTIC BEACH FL 32233 PHILLIPSBUILDERSQCOMCAST.NET
ATLANTIC BEACH FL 32233
(904) 349-2999
--- Structure Information 000 000 NEW HOME
Construction Type . . . . . TYPE 5-B
Occupancy Type . . . . . . RESIDENTIAL
Flood Zone . . . . . . . . ZONE X
----------------------------------------------------------------------------
Permit . . . . . . MECHANICAL HVAC PERMIT
Additional desc . .
Sub Contractor . . HOKE KELLER HEATING & AC INC
Permit Fee . . . . 135 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 9/09/14
----------------------------------------------------------------------------
Special Notes and Comments
Avoid damage to underground water/sewer utilities . Verify
vertical and horizontal location of utilities . Hand dig if
necessary. If field coordination is needed, call 247-5834 .
Ensure all meter boxes, sewer cleanouts and valve covers
are set to grade and visible .
A sewer cleanout must be installed at the property line.
Cleanout must be covered with an RT1 concrete box with
metal lid. Cleanout to be set to grade and visible.
A reduced pressure zone backflow preventer must be
installed if irrigation will be provided or if there is a
private well on the property. Backflow preventer must be
tested by a certified tester and a copy of the results sent
to Public Utilities .
If on-site storage is required, a post construction
topographic survey documenting proper construction will be
required.
POOL - Wellpoint (if used) must discharge into vegetated
PERMIT IS� VI PdNL�lI �1 D PYF �i Irrl�gtEI74rOF �WEA�f11`tl FANCES Y��PYAE FLORIDA
BUILDING CODES.
SI
¢' CITY OF ATLANTIC BEACH
s) 800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
4 INSPECTION PHONE LINE 247-5814
Page 2
Application Number . . . . . 13-00003657 Date 3/13/14
----------------------------------------------------------------------------
Special Notes and Comments
structure or lagoon) . Separate permit .
Full right-of-way restoration, including sod, is required.
Full erosion control measures must be installed and
approved prior to beginning any earth disturbing
activities . Contact Public Works (247-5834) for Erosion
and Sediment Control Inspection prior to start of
construction.
2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE
A sewer cleanout must be installed at the property line.
Cleanout must be covered with an RT1 concrete box with
metal lid. Cleanout to be set to grade and visible .
*SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST
CONTROL COMPANY PRIOR TO C.O.
WINDOW AND DOOR INSPECTION:
*INSTALLATION INSTUCTIONS REQUIRED
*ALL STICKERS ARE TO REMAIN ON THE WINDOWS
*PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS
----------------------------------------------------------------------------
Other Fees . . . . . . . . . STATE MECH DCA SURCHARGE 2 . 03
STATE MECH DBPR SURCHARGE 2 . 03
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 135 . 00 135 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Other Fee Total 4 . 06 4 . 06 . 00 . 00
Grand Total 139 . 06 139 . 06 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
MECHANICAL PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Rd Atlantic Beach, FL 32233
Ph (904) 247-5826 Fax (904) 247-5845
JOB ADDRESS: Z-:4 L0k4 " PERMIT#11'000
els S�
PROJECT VALUE $ `� 000..00 ARI# �R-RO
REQUIRED
NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION
Air Conditioning: Unit Quantity ��.� Tons Per Unit �� 3
Heat: Unit Quantity BTU's Per Unit Seer Rating
Duct Systems: Total CFM O REQUIRED
REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION
Air Conditioning: Unit Quantity t"Z Tons Per Unit 92'5
Heat: Unit Quantity BTU's Per Unit Seer Rating
Duct Systems: Total CFM REQUIRED
FIRE PREVENTION
Fire Sprinkler System Quantity (Requires 3 sets of plans)
Fire Standpipe Quantity (Requires 3 sets of plans)
Underground Fire Main Value (Requires 3 sets of plans)
Fire Hose Cabinets Quantity (Requires 3 sets of plans)
Commercial Hoods Quantity (Requires 3 sets of plans)
Fire Suppression Systems Quantity (Requires 3 sets of plans)
FIRE PLACES MISCELLANEOUS:
Prefabricated Fireplace Qty Automobile Lifts
Gas Piping Outlets Boilers BTU's
Elevators/Escalators
ALL OTHER GAS PIPING Heat Exchanger
Quantity of Outlets Pumps
#Vented Wall Furnaces Refrigerator Condenser BTU's
# Water Heaters Solar Collection Systems
Tanks (gallons)
Wells
OTHER: OnsZ ���u�t' `s V�y� ,S(���� t o2 -Sys
Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read
this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified
or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction.
Property Owners Name7C't 01� Phone Number
Mechanical Company 4,;LI Coe�'''Y Office Phone,/�__ aOoIS Fax
Co. Address: qL4(0'�O 3=6 "OC- V4• City 3 .G� State r Zip,32--Q-10—
License Holder(Print): ANO\flQ. �4Q � tate Certification/Regisra?ion#..5-7&Cl S
Notarized Signature of License Holder
JANET OCKAY Sworn and subscribed before me this day of MX-j-1201
+� '= MY COMMISSION#EE036767 Signature of Notary Public
tidy, EXPIRES November 01,2014
(407)398-0153 FloridallotaryServioe.com
ELECTRICAL PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Rd,Atlantic Beach,FL 32233
Ph(904)24477--5826 Fax(904) 247-5845
JOB ADDRESS: �
� �C PERMIT##�
JEA INFORMATION REQUIRED ON ALL PERMITS oU AMPS "'VOLTS L_PHASE
VALUE OF WORK$
NEW SERVICE ❑ Overhead [Underground D Underground up Pole
Residential(Main)Service / ams #of Meters
0-100 amps � 101-150amps 151-200amps P
Commercial(Main)Service
0-100 amps 101-150amps 151-200amps amps -CT Service amps
Conductor Type Size
Multi-Family(Main)Service ams 9 of Unit Meters
0-100 amps 1.01-150amps 1151-200amps P
iporary Pole amps
SERVICE UPGRADE amps J CT Service amps
NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) CT Service_amps
100 amps 150amps 200amps amps p
ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC.
Outlets/Switches: 0-30amps 31-100amps 101-200amps
Appliances: 0-30amps 31-100amps 101-200amps
A/C Circuits: 0-60amps 61-100amps
Heat Circuits: # circuits @ kw
Number of Lighting Outlets, Including Fixtures:
OTHER ELECTRICAL PROJECTS .'Motors h
Swimming Pool Sign [.:Smoke Detectors_Qty C�Transformers_
FIRE ALARM SYSTEM (Requires KVA P
Re uires 3 sets of plans)
VALUE OF WORK
Qty volts/amps $
REPAIRS/MISCELLANEOUS
Replace Burnt/Damaged Meter Can P Safety Inspection ;Panel Change : '.OH to UG
Other:
Permit becomes void if work does not commence within net Alsix month of laws and ordinances governng thisod or work is suspendej or-abandoned for ►work will be c mol ed withs. I hereby certifyh whether hat I e
read this application and know the same to be true and coffee
provisions
specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance o
construction.
Phone Number
Property Owners Name Y7-if)Y-'
�r �� Office Phone -2q7-9��'� Fax
Electrical Company. ,o` 7770'S /(`, �� S City � /kA- State f Zip
Co.Address: � g
License Holder(Print):
�f/� All State Certification/Re istration#
Notarized Signature of License Holder 20JEN
N... SER WAUV efore me this ay of_
COMMISSION t rF 0!'.4W
EXPIRES Apnl 24,2017 Signature of Notary Public _
'v i�CE{• Bonded ThN Notary Pubk IM00XWfl en
x
21
CITY OF ATLANTIC BEACH
j 800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
Application Number . . . . . 13-00003657 Date 3/27/14
Property Address . . . . . . 321 10TH ST
Application type description SINGLE FAMILY RESIDENCE
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 305000
----------------------------------------------------------------------------
Application desc
new home
----------------------------------------------------------------------------
Owner Contractor
------------------------ ------------------------
TAYLOR BROGAN B & NATALIE V PHILLIPS BUILDERS LLC
672 OCEAN BLVD. 1250 SELVA MARINA CIRCLE
ATLANTIC BEACH FL 32233 PHILLIPSBUILDERSQCOMCAST.NET
ATLANTIC BEACH FL 32233
(904) 349-2999
--- Structure Information 000 000 NEW HOME
Construction Type . . . . . TYPE 5-B
Occupancy Type . . . . . . RESIDENTIAL
Flood Zone . . . . . . . . ZONE X
----------------------------------------------------------------------------
Permit . . . . . . ELECTRICAL PERMIT
Additional desc NEW SERVICE
Sub Contractor KNIGHT ELECTRIC LLC
Permit Fee . . . . 125 . 00 Plan Check Fee 00
Issue Date . . . . 3/05/14 Valuation . . . . 0
Expiration Date . . 9/01/14
----------------------------------------------------------------------------
Special Notes and Comments
Avoid damage to underground water/sewer utilities . Verify
vertical and horizontal location of utilities . Hand dig if
necessary. If field coordination is needed, call 247-5834 .
Ensure all meter boxes, sewer cleanouts and valve covers
are set to grade and visible.
A sewer cleanout must be installed at the property line .
Cleanout must be covered with an RT1 concrete box with
metal lid. Cleanout to be set to grade and visible.
A reduced pressure zone backflow preventer must be
installed if irrigation will be provided or if there is a
private well on the property. Backflow preventer must be
tested by a certified tester and a copy of the results sent
to Public Utilities .
If on-site storage is required, a post construction
topographic survey documenting proper construction will be
required.
POOL - Wellpoint (if used) must discharge into vegetated
BYea 10 ' minimum from street or drainage feature (swale,
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
CITY OF ATLANTIC BEACH
s 800 SEMINOLE ROAD
J ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
Page 2
Application Number . . . . . 13-00003657 Date 3/27/14
----------------------------------------------------------------------------
Special Notes and Comments
structure or lagoon) . Separate permit .
Full right-of-way restoration, including sod, is required.
Full erosion control measures must be installed and
approved prior to beginning any earth disturbing
activities . Contact Public Works (247-5834) for Erosion
and Sediment Control Inspection prior to start of
construction.
2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE
A sewer cleanout must be installed at the property line.
Cleanout must be covered with an RT1 concrete box with
metal lid. Cleanout to be set to grade and visible .
*SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST
CONTROL COMPANY PRIOR TO C.O.
WINDOW AND DOOR INSPECTION:
*INSTALLATION INSTUCTIONS REQUIRED
*ALL STICKERS ARE TO REMAIN ON THE WINDOWS
*PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS
----------------------------------------------------------------------------
Other Fees . . . . . . . . . STATE ELEC DCA SURCHARGE 2 . 00
STATE ELEC DBPR SURCHARGE 2 . 00
--------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 125 . 00 125 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Other Fee Total 4 . 00 4 . 00 . 00 . 00
Grand Total 129 . 00 129 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
CITY OF ATLANTIC BEACH
1 800 SEMINOLE ROAD
J ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5814
� C �.
Application Number . . . . . 14-00000500 Date 4/02/14
Property Address . . . . . . 321 10TH ST
Application type description MECHANICAL GAS PIPING
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
--------------------------------------
Application desc
fireplace
-- -------------------------------------------------------------------------
Owner Contractor
_ _ _ ------------------------
TAYLOR, BROGAN B & NATALIE V CONSTRUCTION
SOLUTIONS &TR
672 OCEAN BLVD. SUPPLY
ATLANTIC BEACH FL 32233 JIM ROMEKA FL 32068
MIDDLEBURG
(904) 370-0772
--
-----Permit .
MECHANICAL GAS PIPE PERMIT
Additional desc . Plan Check Fee . 00
Permit Fee 115 . 00 .
Valuation
Issue Date
Expiration Date . . 9/29/14
--------------------------------------------
Other Fees
STATE MECH DCA SURCHARGE 2 •
STATE MECH DBPR SURCHARGE 2 . 00
Fee summary Charged Paid Credited Due
. 00
_ _ ----------
----------
- - . 00
Permit Fee Total 115 . 00 115 . 0000 00 . 00
Plan Check Total • 00 00 . 00
Other Fee Total 4 . 00 4 . 00 . 00
Grand Total 119 . 00 119 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
MECHANICAL PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Rd Atlantic Beach, FL 32233
Ph(904) 247-5826 Fax (904)247-5845
fm ADDRESS: ,;2 ( W n-` A+t".-ti, Para, At Yzz--3�3 PERMIT#
PROJECT VALUE $ .Z, SZ2.o0 ARI# REQUIRED
Air Handling Equipment Only Air Handling Unit & Condenser Condenser Only
STEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION
Air Conditioning: Unit Quantity Tons Per Unit
Heat: Unit Quantity BTU's Per Unit Seer Rating
Duct Systems: Total CFM REQUIRED
IEPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION
Air Conditioning: Unit Quantity Tons Per Unit
Heat: Unit Quantity BTU's Per Unit Seer Rating
Duct Systems: Total CFM REQUIRED
:IRE PREVENTION
Fire Sprinkler System Quantity (Requires 3 sets of plans)
Fire Standpipe Quantity (Requires 3 sets of plans)
Underground Fire Main Value (Requires 3 sets of plans)
Fire Hose Cabinets Quantity (Requires 3 sets of plans)
Commercial Hoods Quantity (Requires 3 sets of plans)
Fire Suppression Systems Quantity (Requires 3 sets of plans)
FIRE PLACES MISCELLANEOUS:
Prefabricated Fireplace Qty._ Automobile Lifts
Gas Piping Outlets Boilers BTU's
Elevators/Escalators
tLL OTHER GAS PIPING Heat Exchanger
Quantity of Outlets Pumps
# Vented Wall Furnaces Refrigerator Condenser BTU's
#, Water Heaters Solar Collection Systems
Tanks (gallons)
Wells
OTHER: tO l3PBF • a_w5 &A. 11 rre,21 (�� j� S��—bJ' Il��w �' �c�s� w � e�lprt� LWoc>�6�
ermit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read
its application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or
at. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction.
'roperty Owners Name N%N`�� ( .1.�c5 Lary: P•�n»�"# 3-3�S? Phone Number rt64.344 -Z-121
4echanical Company i �",
,,; , a; Sgt`ohoad� 5"ja p i Office Phone ;389-z7oo Fa��
3e9--o:►77
'o. Address: 2.zs City, �kso.��Nt State�,Zip 2�_
,icense Holder(Print): 2 State Certification/Registration# Z(4 1;
lotarized Signature of License Holder
�,►W►ey Notary Public State of Florida ore me this day of 20T
Judy A Wilkerson
My commission FF062698 Signature of Notary Public VD-`
a� Expires 05/02/2016