Permit ResAd 373 12th St 2012 CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
SA
Application Number . . . . . 12-00001692 Date 11/28/12
Property Address . . . . . . 373 12TH ST
Application type description RESIDENTIAL ADDITION
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 417000
----------------------------------------------------------------------------
Application desc
ADDITION
----------------------------------------------------------------------------
Owner Contractor
------------------------ ------------------------
DODARO, NICHOLAS & CATHY PHILLIPS BUILDERS LLC
373 12TH STREET 1250 SELVA MARINA CIRCLE
ATLANTIC BEACH FL 322335537 ATLANTIC BEACH FL 32233
(904) 349-2999
--- Structure Information 000 000 ADDITION
Construction Type . . . . . TYPE 5-B
Occupancy Type . . . . . . RESIDENTIAL
Flood Zone . . . . . . . . ZONE X
----------------------------------------------------------------------------
Permit . . . . . . RESIDENTIAL ADDITION
Additional desc . . SECOND STORY ADDITION
Permit Fee . . . . 1431 . 00 Plan Check Fee 715 . 50
Issue Date . . . . Valuation . . . . 417000
Expiration Date . . 5/27/13
----------------------------------------------------------------------------
Special Notes and Comments
need noc
Roll off container company must be on City approved list
and container cannot be placed on City Right-of-Way.
(Approved: Advanced Disposal, Realco, Shappelle ' s and Waste
Management. )
2010 FLORIDA BUILDING CODE, 2008 NATIONA1 ELECTRIC CODE
FOR AN APPROVED FINAL MECHANICAL A/C INSPECTION, A STICKER
SHALL BE INSTALLED ON THE AHU TO VERIFY THAT DUCTS HAVE
BEEN SEALED, A CERTIFICATION SHALL BE ON SIGHT FOR THE
INSPECTOR STATING THAT THE A/C SYSTEM PASSED THE "AIR BLAST
INSPECTION" FROM AND INDEPENDENT TESTING AGENCY.
*RRPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING
DEPARTMENT IMMEDIATELY.
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 21 .47
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CiTf)giiAikNXfg�*E;�CWgi*,�NACkWr�AHE FLO§AA 0 0
BUILDING CODES.
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
Page 2
Application Number . . . . . 12-00001692 Date 11/28/12
----------------------------------------------------------------------------
Other Fees . . . . . . . . . ENG REV PRE APP > 3 HRS 25 . 00
STATE DBPR SURCHARGE 21 .47
UTIL REV PRE APP >3 HRS 25 . 00
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 1431 . 00 1431 . 00 . 00 . 00
Plan Check Total 715 . 50 715 . 50 . 00 . 00
Other Fee Total 142 . 94 142 . 94 . 00 . 00
Grand Total 2289 .44 2289 .44 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL, CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Road,Atlantic Beach, FL 32233 EFIL(E COPY
Office (904) 247-5826 Fax (904)247-5845
JobAddress:!�, _) S 1 -17" SV. Permit Number:
Legal Description A1301-1i6r-) Floor Area of Sq.Ft. Parcel# Sq.-"
V heated/cooled Ron
Valuation of Work$+I 1 00 Proposed Work -heated/cooled
4) 7, Li 50
Class of Work(circle one): New dz;TAlteration Repair Move Demolition pool/spa window/door
Use of existing/proposed structure(s) circle one): Commercial Residential
If an existing structure,is a fire sprin=system installed? (Circle one): Yes No N /A
Florida Product Approval#
For multiple products use product app-Ro-v—al ro—rm
Describe in detail the type of work to be performed: A Q 0 d 16A
Provertv Owner Information:
Name: 6?1 ar—-L 6pr—a4�1 L 0 0 P�,&6 Address: -7 122
City A. B StateQ_Zip�_;2,2,_1_-,� Phone
E-Mail or Fax#(Optional)---
Contractor Information:
Company Name.-P)41 L14 P_� rl�Q,L(J' eZ L—UC— Qualif�ing Agent:
Address: 7,S6 JVI-,N t44 Qj"A c(- a city state Fi. zip
Office P one9c)4- _��CY-2-4?99 Job Site/Contact Number _,�-Amr
State Certification/Registration# C!SC, I-Lf-7 3 1 Fax#
Architect Name&Phone#
Engineer's Name & Phone 4
Fee Simple Title Holder Name and Address
Bonding Company Narne and Address
Mortgage Lender Name and Address
,4 ca s he nade a ,erm'*110 do he work and installations as indi ca or installation has commenced prior to the
r
f
'pp'i c'ion 1 rre'y'd h 0 o"a'rk P,b ormed to mZ,th san� ds law thisjurisdiction. This permit b�C01771?S 171111
'ss 1711 eq a an ' a a 7' s
ork i,s aWeriod of sixj.6)months at GnV tilne after
u
6)months,or i _e 't, r or
.0 t-n'i e p co 'tr' on
_,,k is not c.mgen"d'.hi
"s , t t sep t,per'i s mu es u f
or ctrjc Is j
d d ta d ha ara t b ec red Ele a e Pools, urnaces, Boileis, Heaki
d'o,'d,
'o is co"_"
,k C,
T, s" . t
nk d,4,r "ifi io'.rs, ,a
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 hereby certffy that I have read and examined this lica ion and know the same to be true and correct. 411provisions of laws and ordinances govq.;TinZ this
'?,e§herein or n,
ope p�work'will be complied with whether spec, ot. The granting of a permit does not presume to give authority to violate qr'chnc�l 1he
provisions ofany otherfederal ate, or local law regulati construction or the peFformance of construction.
2
Signature of Owner Signature of Contractoi
<
Print Narne Print Name
.................. .... .. ....... . ...... ...............
C.ff tz�
... . ........ ............ ..................
Sworn to and subscri�ed be'lore i e Swo to and subscribed
L"t I I
this_j5j' Dayof
t 20
4
'jAM GRIFFIN
ary,411111
Nogv�?ublic
My Comm Expire 0
s Oct
1 2014
OF commission#EE 34559 Revised 0 1.26.10
Bonded Thr,tigh National Notary Assn.
I- - I
City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
800 Semin
ole Road NO t/
I&q 2
......... Atlantic Beach, Florida 32233-5414,1 1 4
Phone(904)247-5826 - 04
Fax(9 'f47-5845
E-mail: building-dept@coab.us Date routed: 2--
City web-site: hftp://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 573 /27-'Lf S7_ Dqpartment review required Yes No
Applicant: g &Zoni_n§:�
Tree Administrator
Project: 2_jr�'
d�Ulc
Public Safety
Fire Services
R viewfees,'
ignpi.dre
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: [KApproved. F]Denied.
(Circle one.) Comments: gjt'lp
BUILDING f—
PLANNING &ZONING Reviewed by: Date:
TREE ADMIN. Second Review: F]Approved as revised. [—]Denied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: []Approved as revised. [:]Denied.
Comments:
Reviewed by: Date:
Revised 05114109
City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
800 Seminole Road
Atlantic Beach, Florida 32233-5445 q Z_
Phone(904)247-5826 - Fax(904)247-5845
E-mail: building-dept@coab.us L Date routed:
City web-site: hftp://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 12- 1-H -Sr- DqpBrtment review required Yes No
Applicant: �f�lanning &zoni_o�,
Tree Administrator
Project: — a a 0jr_�%_
!u�'c �
Public Safety
Fire Services
ke' view e
gna.,
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:
APPLJCATION STATUS
Reviewing Department First Review: dApproved. FlDenied.
(Circle one.) Comments:
BUILDING 7 a ��, 4C
PLANNING &ZONI Reviewed by: Date: 0/
TREE ADMIN. Second Review: DApproved as revised. RDenied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: FlApproved as revised. E]Denied.
Comments:
Reviewed by: Date:
Revised 05114/09
City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
800 Seminole Road
Atlantic Beach, Florida 32233-5445
Phone(904)247-5826 - Fax(904)2,i�t-�45
-dept@coab.us Date routed:
E-mail: building
City web-site: hftp://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 12 7--H s;r- D@9artment review required Yes . No
��'d Ila—
Applicant: 4:,;"F1anning &zoni4�
Tree Administrator
Project:
Public Safety
Fire Services
ep
v" iew%e'$. t8gnattire,
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. ElDenied.
(Circle one.) Comments:
BUILDING
PLANNING &ZONING Reviewed by:
TREE ADMIN. Second Review: E]Approved as revised. FIDenied.
4,W*ORK Comments:
LIC UTILITIE
2—
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: FlApproved as revised. [—]Denied.
Comments:
Reviewed by: Date:
Revised 05/14109
DO NOT WRITE BELOW- OFFICE USE ONUk,
Applicable Codes: 2010 FLORIDA BUILDING CODE
Review Result (circle one): t uury
Approved Disapproved Approved w/ Conditions
Review Initials/Date: 2W
Development Size
Habitable Space F- Non-Habitable 6 ),) S.
Impervious area
Miscellaneous Information
Occupancy Group
Type of Construction
Number of Stories Z_
Zoning District e '�� - L
Max. Occupancy Load
Fire Sprinklers Required
Flood Zone _/
Conditions/Comments:
City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
800 Seminole Road
Atlant c each, Florida 32233-5445 A")
Phone(904)247-5826 - Fax(904)247-5845
E-mail: building-dept@coab.us Date routed: -Z-
Cityweb-site: hftp://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 5�3 127" ;7- D9
p@=rtment review required No
Applicant: oe �.71_ann�ing &Zon7inI5
Tree Administrator
Project: —C—W03r i�'
Public Safety
Fire Services
S t
'I na r
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: E�[Approved. FIDenied.
(Circle one.) Comments: Po 6-
PLANNING &ZONING Reviewed by: /177 Date: 11-C201-1 2-
Iq
TREE ADMIN. Second Review: F
]Approved as revised. ElDenied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: E]Approved as revised. [-]Denied.
Comments:
Reviewed by: Date:
Revised 05/14/09
CITY OF ATLANTIC BEACH
FILE Cup
Building Department
800 Seminole Road
Atlantic Beach,Florida 32233
(904)247-5800
PLAN REVIEW COMMENTS
Permit Application H /,) — /�^�')
Property Address: IM
Applicant: J2-.r /6 61 t 15
Project: Add,/ 11 C)K)
This permit application has been:
Approved
Reviewed and the following items need attention:
10
L
leo*—C�
Please re-submit your application when these items have been completed.
Reviewed By: Date:
monk*%
"73
40
Ln
(IL
1-13
0. 0
LC
bQ
C� tn
bD
7:3
o cz
0 as
45 Ln cl w
Cd (z �* i = U P� P-� �: �"-)
U5 u r:�
tj ci
U4
t L
CS
L-L
0. 1 141
I t
Ln
0
4 rA
cn
U0 Lc,),
bo
C4, 0
0
0 Ln
tr)
C
6
0 N
Jo.
q) Cd
V, 1�
cn 0
0 0
Cd
bo
cn 0 0 0 e)
5 —6 0
cd 0 0
Q7
cl
u 24.1
14,
Q. V 73
0 u
od
Eli
IV)
-p CA
g —cl
0 >
kp
JD
>
C)
-ma 0
a)
tri Con
cn
cn
Cd -Z
t8
NOTICE OF COMMENCEMENT
State of County of lDvVAI Tax Folio No.
To Whom It May Concern:
The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of
the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT.
Legal Description of property being improved:
Address of property being improved: A , 3
General description of improvements: A-0 p IT i o 0
Owner:Ahcy-,�-CATH V LDOL) t�,a-(> Address: VIE, C-5 L 7,S,?
Owner's interest in site of the improvement: 0 VVIY
Fee Simple Titleholder(if other than owner):
Name:
Contractor: L L(2—
Address: ej. V A VLA PA
Telephone No..OP4-- S�-9 —19qq Fax No:
Surety(if any)
Address: Amount of Bond $
Telephone No: Fax No:
Doc 2012269014,OR BK 16159 Page 2284,
Name and address of any person making a loan for the construction of t Number Pages: 1
Recorded 11,28,20.2 at 10:34 AM,
Name: JIM FULLER CLERK CIRCUIT COURT DUVAL
Address: COUNTY
RECORDING$10.0.0
Phone No: Fax No:
Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be
served: Name:
Address:
Telephone No: Fax No:
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.06(2)(b), Florida Statues. (Fill in at Owner's option)
Name:
Address:
Telephone No: Fax No:
Expiration date of Notice of Commencement (the expiration date is one (1)year from the date of recording unless a different date is
specified):
THIS SPACE FOR RECORDER'S USE ONLY OWNER
Signed: Date:
Before me this
67___V day of in the Count� f buval,State
MIRIA GRIFFIN Of Florida,has personally appeared Y-0
Notary Public-State Of Florida Personally Known:
or
my comm.Expires Oct 14,2014 Produced Identification: 0
5 9
blv��' commission#EE 34559 Notary Public:
N Bonded Through National Notary Assn.
,,ra., " ot ry ssn.
N]aA My commission expir6s�
FORM 405-10
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: DODARO RESIDENCE 2 Builder Name: PHILLIPS
Street: 373 12TH STREET Permit Office: ATLANTIC BEA
City,State,Zip: ATLANTIC BEACH,FL,32233- Permit Number:
FILE Co
Owner: DODARO Jurisdiction:
Design Location: FL,Jacksonville
1. New construction or existing New(From Plans) 9. Wall Types(5169.3 sqft.) Insulation Area
2. Single family or multiple family Single-family a. Frame-Wood,Exterior R=19.0 2126.70 ft2
b.Concrete Block-Int Insul, Exterior R=19.0 2000.00 ft2
3. Number of units, if multiple family 1 c.Concrete Block-Int Insul,Exterior R=13.0 1042.70 ft2
4. Number of Bedrooms 4 d.N/A R= ft2
5. Is this a worst case? No 10.Ceiling Types (3637.0 sqft.) Insulation Area ft2
a. Under Attic(Vented) R=30.0 3637.00
6. Conditioned floor area above grade(ft2) 5598 b. N/A R= ft2
Conditioned floor area below grade(ft2) 0 c.N/A R= ft2
11. Ducts R ft2
7. Windows(694.0 sqft.) Description Area a.Sup: Main, Ret:Main,AH:Garage 6 1300
a. U-Factor: Dbl,U=0.47 694.00 ft2
SHGC: SHGC=0.31
b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency
SHGC: a.Central Unit 60.0 SEER:13.00
c. U-Factor: N/A ft2
SHGC: 13.Heating systems kBtu/hr Efficiency
d. U-Factor: N/A ft2 a.Electric Heat Pump 60.0 HSPF:8.00
SHGC:
Area Weighted Average Overhang Depth: 3.867 ft.
Area Weighted Average SHGC: 0.310 14.Hot water systems
8. Floor Types (4185.0 sqft.) Insulation Area a.Electric Cap:40 gallons
a.Slab-On-Grade Edge Insulation R=0.0 3635.00 ft2 b. Conservation features EF:0.920
b.Floor over Garage R=0.0 550.00 ft2 None
c. N/A R= ft2 15.Credits Pstat
Glass/Floor Area: 0.124 Total Proposed Modified Loads: 61.92 PASS
Total Standard Reference Loads: 98.15
1 hereby certify that the plans and specifications covered by Review of the plans and -v14E Sr
this calculation are in compliance witl�the Florida Energy specifications covered by this
Code. calculation indicates compliance
with the Florida Energy Code //till
Before construction is compi
PREPARED BY- eted
DATE: this building will be inspected for
compliance with Section 553.908
I hereby certify that this building,as designed, is in compliance Florida Statutes.
with the Florida Energy Code. WE
OWNER/AGENT: BUILDING OFFICIAL:
DATE: DATE:
- Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist
-Heat sys#1 may be undersized.Size of 60.0 was increased to 73.1 for simulation. Please review the Manual J8 report.
10/4/2012 9:18 PM EnergyGaugeV USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6
PROJECT
Title: DODARO RESIDENCE 2 Bedrooms: 4 Address Type: Street Address
Building Type: User Conditioned Area: 5598 Lot#
Owner: DODARO Total Stories: 2 Block/SubDivision:
#of Units: 1 Worst Case: No PlatBook:
Builder Name: PHILLIPS Rotate Angle: 0 Street: 373 12TH STREET
Permit Office: ATLANTIC BEACH Cross Ventilation: County: DUVAL
Jurisdiction: Whole House Fan: City,State,Zip: ATLANTIC BEACH,
Family Type: Single-family FL, 32233-
New/Existing: New(From Plans)
Comment:
CLIMATE
IECC Design Temp Int Design Temp Heating Design Daily Temp
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
Number Name --Area - Volume
1 Blockl 5598 48704
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated
1 Living Room 820 6560 No 1 1 Yes Yes Yes
2 Main 1960 19600 Yes 2 1 1 Yes Yes Yes
3 2nd Floor 2818 22544 No 0 3 1 Yes Yes Yes
FLOORS
V # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Slab-On-Grade Edge Insulatio Living Room 130 ft 0 818 ft2 ---- 0 0 1
2 Slab-On-Grade Edge Insulatio Main 200 ft 0 1960 ft2 ---- 0 0 1
3 Slab-On-Grade Edge Insulatio 2nd Floor 80 ft 0 857 ft2 0 0 1
4 Floor over Garage 2nd Floor ---- ---- 550 ft2 0 0 0 1
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
# Type Materials Area Area Color Absor. Tested Tested Insul. (deg)
1 Gable or shed Metal 4410 ft2 696 ft2 Light 0.96 No 0.9 No 0 18.4
ATTIC
# Type Ventilation Vent Ratio(1 in) Area RBS IRCC
1 Full attic Vented 300 4185 ft2 N N
10/4/2012 9:18 PM EnergyGauge@ USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6
CEILING
# - ceiling Type Space R-Value Area-, Framing'Frac Truss_Type____
I Under Attic(Vented) Living Room 30 819 ft2 0.11 Wood
2 Under Attic(Vented) 2nd Floor 30 2818 ft2 0.11 Wood
WALLS
Adjacent pa Cavity Width Height Sheathing Framing Solar Below
V# Ornt To WaILT7ype S ce- R-Value Ft Iry Ft In- -Area R-Vatue Fraction----Ahqnr Gradelo
I N Exterior Concrete Block-Int Ins4living Room 13 48 2 8 385.3333 0 0.75 0
2 E Exterior Concrete Block-Int lnstkliving Room 13 17 8 136 ft2 0 0.75 0
3 S Exterior Concrete Block-Int Instliliving Room 13 48 2 8 385.3333 0 0.75 0
4 W Exterior Concrete Block-Int Insdliving Room 13 17 8 136 ft2 0 0.75 0
5 N Exterior Concrete Block-Int Insul Main 19 56 10 560 ft2 0 0.75 0
6 E Exterior Concrete Block-Int Insul Main 19 44 10 440 ft2 0 0.75 0
7 S Exterior Concrete Block-Int Insul Main 19 56 10 560 ft2 0 0.75 0
8 W Exterior Concrete Block-Int Insul Main 19 44 10 440 ft2 0 0.75 0
9 N Exterior Frame-Wood 2nd Floor 19 88 10 8 710.6666 0 0 0.75 0
10 E Exterior Frame-Wood 2nd Floor 19 44 1 8 352.6666 0.23 0.75 0
11 S Exterior Frame-Wood 2nd Floor 19 88 10 8 710.6666 0.23 0.75 0
12 W Exterior Frame-Wood 2nd Floor 19 44 1 8 352.6666 0.23 0.75 0
DOORS
# Ornt DoorType Space Storms U-Value Width Height Area
Ft In Ft In
1 N Wood Living Room None 0.460000 3 7 21 ft2
2 S Wood Living Room None 0.460000 3 7 21 ft2
WINDOWS
Orientation shown is the entered,Proposed orientation.
Wall Overhang
# Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening
I N I Wood Double(Clear) Yes 0.47 0.31 84 ft2 2 ft 0 in 15 ft 0 in Drapes/blinds None
2 E 2 Wood Double(Clear) Yes 0.47 0.31 24 ft2 8 ft 0 in 8 ft 0 in Drapes/blinds None
3 E 2 Wood Double(Clear) Yes 0.47 0.31 48 ft2 8 ft 0 in 8 ft 0 in Drapes/blinds None
4 S 3 Wood Double(Clear) Yes 0.47 0.31 12 ft2 2 ft 0 in 6 ft 0 in Drapes/blinds None
5 W 4 Wood Double(Clear) Yes 0.47 0.31 12 ft2 2 ft 0 in 15 ft 0 in Drapes/blinds None
6 N 5 Wood Low-E Double Yes 0.47 0.31 24 ft2 8 ft 0 in 8 ft 0 in Drapes/blinds None
7 N 5 Wood Low-E Double Yes 0.47 0.31 48 ft' 8 ft 0 in 8 ft 0 in Drapes/blinds None
8 S 7 Wood Low-E Double Yes 0.47 0.31 54 ft' 2 ft 0 in 15 ft 0 in Drapes/blinds None
9 S 7 Wood Low-E Double Yes 0.47 0.31 72 ft2 8 ft 0 in 6 ft 0 in Drapes/blinds None
10 W 8 Wood Low-E Double Yes 0.47 0.31 9 ft2 2 ft 0 in 15 ft 0 in Drapes/blinds None
11 W 8 Wood Low-E Double Yes 0.47 0.31 24 ft2 2 ft 0 in 15 ft 0 in Drapes/blinds None
12 W 8 Wood Low-E Double Yes 0.47 0.31 8 ft2 2 ft 0 in 15 ft 0 in Drapes/blinds None
13 N 9 Wood Low-E Double Yes 0.47 0.31 28 ft2 2 ft 0 in 4 ft 0 in Drapes/blinds None
14 N 9 Wood Low-E Double Yes 0.47 0.31 24 ft2 2 ft 0 in 6 ft 0 in Drapes/blinds None
15 N 9 Wood Low-E Double Yes 0.47 0.31 45ft2 2 ft 0 in 6 ft 0 in Drapes/blinds None
16 E 10 Wood Low-E Double Yes 0.47 0.31 30 ft2 2 ft 0 in 6 ft 0 in Drapes/blinds None
10/4/2012 9:18 PM EnergyGaugeO USA-FlaRes201 0 Section 405.4.1 Compliant Software Page 3 of 6
WINDOWS
Orientation shown is the entered,Proposed orientation.
Wall Overhang
V, # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening
17 S 11 Wood Low-E Double Yes 0.47 0.31 28 ft2 2 ft 0 in 4 ft 0 in Drapes/blinds None
18 S 11 Wood Low-E Double Yes 0.47 0.31 90 ft' 2 ft 0 in 6 ft 0 in Drapes/blinds None
19 W 12 Wood Low-E Double Yes 0.47 031 30 ft' 2 ft 0 in 6 ft 0 in Drapes/blinds None
GARAGE
# Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation
V
1 550 ft2 0 ft2 64 ft 8 ft
INFILTRATION
# Scope Method SLA CFM 50 ELA EqLA ACH ACH 50
I Wholehouse Best Guess 0.000500 7341.8 403.05 758.00 0.4739 9.0446
HEATING SYSTEM
# System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump None HSPF:8 60 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity AirFlow - --SHR------ Block - Ducts
1 Central Unit None SEER: 13 60 kBtu/hr 1800 cfm 0.75 1 sys#1
HOT WATER SYSTEM
V # System Type SubType Location EF Cap ---Use, SetPnt-- ---Conservation
1 Electric None Garage 0.92 40 gal 70 gal 120 deg None
SOLAR HOT WATER SYSTEM
VFSEC Collector Storage
Cert # Company Name System Model# Collector Model# Area Volume FEF
None None ft2
DUCTS
----Supply Return---- Air Percent HVAC#
V, # Location R-Value Area Location Area Leakage Type Handier CFM 25 Leakage QN RLF Heat Cool
I Main 6 1300 ft2 Main 279 ft2 Default Leakage Garage (Default) (Default)%
10/4/2012 9:18 PM EnergyGauge@)USA-FlaRes201 0 Section 405.4.1 Compliant Software Page 4 of 6
TEMPERATURES
Prograrnable Thermostat:Y Ceiling Fans:
Cooling Jan Feb Mar Apr Jun Jul rl Aug IXI S:p �j Oct ki Nov H Dec
He Jan Feb Mar A Jun Jul A Oct Nov Dec
r My Dec
Ve Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov
I IM y ri ri
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 78 78 78 78 78 78 78 78 78 78
Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
10/412012 9:18 PIVI EnergyGauge<8)USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6
FORM 405-10 Florida Code Compliance Checklist
Florida Department of Business and Professional Regulations
Residential Whole Building Performance Method
ADDRESS: 373 12TH STREET 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
cooling system. Where forced-air furnace is primary system,
controls
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.
1 403.3.3 1 Building framing cavities shall not be used as supply ducts.
4
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
(electric)or shutoff(gas). Circulating system pipes insulated to R-2
+ accessible manual OFF switch.
Mechanical 1 403.5 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 1
&Spas HP shall have the capability of operating at two or more speeds. Spas �i
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 1 403.6 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>1 OkW must be divided into two
or more stages.
Ceilings/knee walls 405.2.1 R-19 space permitting.
10/4/2012 9:18 PM EnergyGauge@)USA-FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFOR CEINDEX* = 63
The lower the EnergyPerformance Index, the more efficient the home.
373 12TH STREET, ATLANTIC BEACH, FL, 32233-
1. New construction or existing New(From Plans) 9. Wall Types Insulation Area
2. Single family or multiple family Single-family a. Frame-Wood, Exterior R=19.0 2126.70 ft2
b.Concrete Block-Int Insul, Exterior R=19.0 2000.00 ft2
3. Number of units,if multiple family c.Concrete Block-Int Insul,Exterior R=13.0 1042.70 ft'
4. Number of Bedrooms 4 d. N/A R= ft2
10.Ceiling Types Insulation Area
5. Is this a worst case? No a.Under Attic(Vented) R=30.0 3637.00 ft'
6. Conditioned floor area(ft') 5598 b.N/A R= ft2
c.N/A R= ft2
7. Windows- Description Area ft2
a. U-Factor: Dbl,U=0.47 694.00 ft2 11. Ducts R
a.Sup:Main,Ret:Main,AH:Garage 6 1300
SHGC: SHGC=0.31
b. U-Factor: N/A ft2
SHGC: 12.Cooling systems kBtu/hr Efficiency
c. U-Factor: N/A ft2 a.Central Unit 60.0 SEER:113.00
SHGC:
d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency
SHGC: a. Electric Heat Pump 60.0 HSPF:8.00
Area Weighted Average Overhang Depth: 3.867 ft.
Area Weighted Average SHGC: 0.310
8. Floor Types Insulation Area 14.Hot water systems Cap:40 gallons
a.Slab-On-Grade Edge Insulation R=0.0 3635.00 ft2 a.Electric EF:0.92
b. Floor over Garage R=0.0 550.00 ft2
c.N/A R= ft2 b. Conservation features
None
15.Credits Pstat
I certify that this home has complied with the Florida Energy Efficiency Code for Building -V14E S*r4j,
Construction through the above energy saving features which will be installed (or exceeded) Ot
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature: Date:
Address of New Home:----- City/FL Zip: ------- WE
*Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321)
638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For
information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support
staff.
**Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
EnergyGauge@ USA-FlaRes201 0 Section 405.4.1 Compliant Software
Job: 10212
RODRIGUEZ Project Summary DoW. Oct 02,2012
energy consuffing Entire House By: ERIN RODRIGUEZ
Proiect Information
For DODARO
12 TH STREET, ATLANTIC BEACH, FL 32233
Notes:
Desiqn 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 76 OF
Design TD 29 OF Design TD 16 OF
Daily rarr L
Reldtive timidity 50 %
Moisture difference 56 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 38352 Btuh Structure 30251 Btuh
Ducts 19788 Btuh Ducts 14829 Btuh
Central vent(0 eft) 0 Btuh Certral vent(0 cfm) 0 Btuh
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 49140 Btuh Use manufacturees data n
Rate/swing multiplier 0.97
Infiltration Equipment sensible load 43727 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average
0 Structure 5036 Btuh
Fireplaces Ducts 3745 Btuh
Hwfing Cooling Central vent(0 cfm) 0 Btuh
Area(ft2) 5598 5598 Equipirnent latent load 8782 Btuh
Volume(W) 48702 48702 load 52509 Btuh
Air charkje�/hour 0.28 0.15 Equipment total 5.2 ton
Equiv.AVF(cfm) 2V 122 Rect total capacity at 0.70 SHR
Heating Equipment Summary Cooling Equipment Summary
Make n/a Make n/a
Trade rVa Trade rda
Model n/a Cond rVa
AHRI ref noiVa C611 n/a
AHRI ref no.rVa
n/a Efficiency n/a
Efficiency Sensible cooling 0 Btuh
Heating input 0 Btuh Latent cooling 0 Btuh
Heating output 0 OF Total cooling 0 Btuh
Temperature rise 0 cfrn
Actual air flow 0 ctm Actual air flow 0 cfm/Btuh
Air flow factor 0 cfffiffituh Air flow factor 0 in H20
Static pressure 0 in H20 Static pressure 0
Space thermostat n1a Load sensible heat ratio
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2012-Od-"I&A550
+ wrightsoft- Mot.&"Lhkeml2D1212-OD7FtSLID1508 P"el
Ak Calc=MJB RaitDo"Ums:
Job: 10212
RODRIGUEZ Project Summary Date: Od 02,2012
energy consuffing 1st floor By: ERIN RODRIGUEZ
Project Information
For: DODARO
12 TH STREET ATLANTIC BEACH, FL 32233
Notes:
Design Info rmation
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 76 OF
Design TO 29 OF Design TD 16 OF
Daily range L
Relative humidity 50 %
Moisture difference 56 gr1lb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 25175 Btuh Structure 16657 Btuh
Ducts 6062 Btuh Ducts 8250 Btuh
Central vent(0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh
Humidification 0 Btuh Blower 0 Btuh
plplpg 0 Btuh
Equipment load 31237 Btuh Use manufacturees data n
Rate/swing multiplier 0.97
Infiltration Equipment sensible load 24160 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average
Fireplaces 0 Structure 3028 Btuh
Ducts 2088 Btuh
Heafing Cooling Central vent(0 cfrn) 0 Btuh
Area(ft) 2780 2780 Equipment latent 1 5116 Btuh
Volume(" 26162 26162
Air changes/hour 0.30 0.16 Equipment total load 29276 Btuh
Equiv.AVF(cfm) 129 69 Req. total capacity at 0.70 SHR 2.9 ton
Heating Equipment Summary Cooling Equipment Summary
Make Make
Trade Trade
Model Cond
AHRI ref no. Coil
AHRI ref no.
Efficiency 80AFUE Efficiency 0 SEER
Heating input 0 Btuh Sensible cooling 0 Btuh
Heating oLdpt# 0 Btuh Latent cooling 0 Btuh
Temperature nse 0 OF Total cooling 0 Btuh
Actual air flow 982 cfm Actual air flow 982 cfm
Air flow factor 0.031 cfm/Btuh Air flow factor 0.039 cfm/Btuh
Static pressure 0 in H20 Static pressure 0 in H20
Space thermostat Load sensible heat ratio 0.83
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2012-OcMM 15:45:50
+ wrightsofr faght-Suft@Llnhwsal2Dl2l2.0.07RSL)01508 Page2
.,xsWmDowffents\V*%"wftWAC\TeffptaiePHLLPS-DODARO-ruP Calc=MA Fr0ntD00rftms:
Job: 10212
RODRIGUEZ Project Summary Date: Oct 02,2012
energy consulting 2nd floor By: ERIN RODRIGUEZ
Project Information
For DODARO
12 TH STREET, ATLANTIC BEACH, FL 32233
Notes:
Design 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 76 OF
Design TD 29 OF Design TD 16 OF
D 'I L
"'y rarr
Relative umidity 50 %
M6isture difference 56 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 13177 Btuh Structure 13594 Btuh
Ducts 4726 Btuh Ducts 6578 Btuh
Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh
Humidification 0 Btuh Blower 0 Btuh
pipigg 0 Btuh
Equipment load 17903 Btuh Use manufacturees data n
Rate(svAng mult!'glier 0.97
Infiltration Equipment sensi le load 19567 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average
Fireplaces 0 Structure 2008 Btuh
Ducts 1657 Btuh
Heatin it(0 cfm) 0 Btuh
2811 Coolin Central ver
Area(ft2) 2819 Equipment latent load 3666 Btuh
Volume(ft� 22540 22540
Air changes/hour 0.26 0.14 Equipment total load 23232 Btuh
Equiv.AVF(cfm) 98 53 Req. total capacity at 0.70 SHR 2.3 ton
Heating Equipment Summary Cooling Equipment Summary
Make Make
Trade Trade
Model Cond
AHRI ref no. coil
AHRI ref no.
Efficiency 80AFUE Efficiency 0 SEER
Heating input 0 Btuh Sensible cooling 0 Btuh
Heating output 0 Btuh Latent cooling 0 Btuh
Temperature rise 0 OF Total cooling 0 Btuh
Actual air flow 790 cfm Actual air flow 790 cfm
Air flow factor 0.044 cfm/Btuh Air flow factor 0.039 cfm/Btuh
Static pressure 0 in H20 Static pressure 0 in H20
Space thermostat Load sensible heat ratio 0.85
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2012-Ockg 15:45:50
+ wrightsoft* Mgtd-SuMoUniva=1201212.0.07FtSLI01508 Page 3
...W.,ino...ftWightft HVAc%T.VW.NPH1LL1PS-D0DAR0.rup Calc=M.18 Front Door faces:
z
0 z 0 ro
0
DIG
Fc7 0 ro \4
ENGINEERIja CaWR(nuflth
in U
r- E a.
Q -�d
0*
-Z UV Z
Job Number: 42985145 M CL ro 0 66
Sold To: DURHAM BLD�j TPT.
0 r7
TH
Ship To: 373 12 STRE T 0
xTE OF
r: 1:
Lot/Block/Subdivision: ATqAj9 CM -�Ao C . V"
!TIC B§A
0 0
Model: DODARO ADDITI 0 — U E 0
0 E a-
0 5 j: 5
County: DUVAL �7- U U &10
////III Jill
0
10/9/2012
0 E 0 �73 >,
Design Code: FRC 20101TPI[20 Kb/(;-C IFFY-15—rid%Wn—dASCE 7-10
Wind speed (mph): 130 mph
Design Software: MiTelk 20/20–Version 7.33
Total Roof Load:_37–psf Total Floor Load: 55 psf
Engineer or Professional of Record:
NO EOR AT TIME OF PRINTING
This package include–21–Individual, dated Truss Design Drawing(s).
# Truss ID: Date: # Truss ID: Date: # Truss ID: Date: # Tru�s # Truss ID: Date:
ID: Date
1 A01 10/9/12 16 C5J 10/9/12 31 46 61
2 A01A 10/9/12 17 EJ7 10/9/12 32 47 62
3 A02 10/9/12 18 EJ7A 10/9/12 33 48 63
4 A02A 110/9/12 19 JEJ7P 10/9/12 34 49 64
5 A03 10/9/12 20 JHJ7 10/9/12 35 50 65
6 A03A 10/9/12 21 IRG01 10/9/12 36 51 66
7 A04 10/9/12 22 37 52 67
8 A04A 10/9/12 23 38 53 68
9 A04B 10/9/12 24 39 54 69
10 A05 10/9/12 25 40 55 70
11 A05A 110/9/12 26 41 561 71 1
12 A05B 10/9/12 27 42 57 72
13 B01 10/9/12 28 43 58 73
14 CJ1 10/9/12 29 44 59 74
15 CJ3 10/9/12 30 45 60 75
DIGIACOMO ENGINEERING INC.
Charles P. DiGiacorno, P.E. (Truss Design Enaineer; FIL PE License#59660
3184 Litchfield Dr. Oranae Park, FIL 32065With 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.
$--"*
FILE COP
The engineer's signature on this packet certifies that the individual component depicted, if built
with the materials and to the placements and tolerances specified,will bear the loads shown on the
drawings. The loading and dimensions specified have been provided by others and have not been
verified by the signing engineer. The building designer is responsible for determining that the
dimensions and loads for each component match those required by the plans and by the actual use of
the individual component. The building designer is responsible for ascertaining that the loads shown
on the designs meet or exceed applicable building code requirements and any additional factors
required in the particular application. The engineers seal on the attached component designs indicates
acceptance of professional engineering responsibility solely for the design of the individual component
assuming that the loading and dimension requirements are as represented to the engineer. The
suitability and use of this component for any particular building is the responsibility of the building
designer in accordance with ANSI/TPI 1-2002 Chapter 2. The engineer certifying this component is not
responsible for anything beyond the specific scope of work set forth above, including but not limited to,
the loading factors used in the design of the component,the dimensions of the component,the transfer
of lateral/vertical loads from the roof and/or forward to the shear walls down to the foundation,
connection of the components to the bearing support,the design of the bearing supports,the design and
connection to the shear walls,the design of temporary or permanent building bracing required in the
roof and/or floor systems,transfer of vertical/lateral loads down to the foundation,the design of the
foundation or analyses in connection with the roof and/or floor diaphragms of the building.
2
Job Truss Truss Type Oty Ply 2173 12TH ST.-boDARo RES.-DURHAM
�42985145 A01
,COMMON !115 1
Job Reference(optional)
ProBuill East,Pooler,GA 7.330 s Feb 17 2012 MiTek Industries,Inc. Tue Oct 09 17:12:22 2012 Page I'
-2-0-0 7-2-0 ID:ikUDrPz2OUyK?Pd2MgU3ZoyV6vl-kyeFDRivf39aOO47RtJR8BaAfM[azvvvUwTxfmOyV5R7
13-6-0 19-10-0 27-0-0 29-0-0
2-0-0 7-2-0 6-4-0 1
6-4-0 7-2-0
Scale 1:49�6
4x6
5.00112
D
5x6 T2 5x6
C E
�V\2
B F
Bi
A B2- G
3x5
U4 3x6 3x4 3x5-z�
9-2-10 17-9-6 27-0-0
B-6-13 9-2-10
Plate Offsets(X,Y): -3-0,0-1-8],IC:0-3-0,0-3-41,[E:0-3-0,0-3-4],[F:0-3-0,0-1-81 -------
[13:0
LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defi Ud PLATES GRIP
TCLL 20.0 Plates Increase 1-25 TC 0.74 Vert(LL) -0.18 H-J >999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25
BC 0.55 Vert(TL) -0.43 F-H >743 240
BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.07 F n/a n/a
'BCDL 10.0 Code FRC2010/TP]2007 (Matrix) Weight:121 lb FT 20%
LUMBER BRACING
TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 2-7-1 oc purlins.
BOTCHORD 2x4 SYP M 30 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bradng.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and requ ired cross braong
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) B=992/0-5-8 (min.0-1-8),F=987/0-3-8 (min.0-1-8)
Max Horz B=-64(LC 17)
Max UpliftB=-78(LC 12),F=-77(LC 13)
MaxGravB=1109(LC2),F=1104(LC 2)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
�TOPCHORD B-C=-1964/579,C-D=-1785/552,D-E=-1793/555,E-F=-1975/583
BOT CHORD B-J=-405/1757,J-K=-203/1201,K-L=-203/1201,I-L=-203/1201,H-I=-203/1201,
F-H=-429/1806
WEBS D-H=-137/651,E-H=-378/255,D-J=-132/638,C-J=-367/250
NOTES (7-8)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;130mph(3-second gust)Vasd=1 01 mph;TCDL=4.2psf;BCDL=6.Opsf;h=20ft;Cat.11;Exp B,Encl.,GCpi=O.l 8;
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 basic load combinations,which include cases with reductions for multiple concurrent live loads,
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,with BCDL=I O.Opsf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 78 lb uplift at joint B and 77 lb uplift at joint
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 Tru-S-S-Type- iQt 1 Ply 1373 12TH I ST.-bobARO RES.-DURHAM
42985145 A01A COMMON 3 1
Job ReferenceAoptional)
ProBuild East,Pooler,GA' --- 7.330 a Feb 17 2012 MiTek Industries,Inc. Tue Oct 09 17:12:23 2012 Page 1
ID:ikUDrPz2OUyK?Pd2MgU3ZoyV6vl-C8CdQnjYQMHReAeJ-bqghO6Lnic0is4d87gClryV5Ril
-2-0-0 6-5-1 13-6-0 20-0-5 27-0-0
2-b-o 6-5-1 7-0-15 1 6-6-5 6-11-11
Scale 1:46.7�
5x6
5.00112
E
3x6
2x4 U41
D F
C I
4
G
Bi
A K L J
U4 3x4 3X6 H U4
U4 2x4 li
8-1-14 15-8-0 20-0-5 27-0-0
8-1-14 7-6-2 4-4-5 6-11-11
I Plate Offsets(X,Yy. [B:0-3-0,0-1-8L[G.0-3-010-1-81
LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.72 Vert(LL) -0.09 B-K >999 360 MT20 244/190
TCDL 7.0 Lumbe Increase 1.25 BC 0.70 Vert(TQ -0.22 B-K >819 240
r
BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TQ 0.01 G n/a n/a
BCDL 10.0 Code FRC20101TPl2007 (Matrix) Weight:123 lb FT:=20%
'LUMBER BRACING
iTOPCHORD 2x4 SP No-2 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or6-0-0 oc bracing, Except:
WEBS 2x4 SP No.3 10-0-0 oc bracing:B-K.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
REACTIONS (lb/size) G=1 97/0-3-8 (min.0-1-8),B=489/0-5-8 (min.0-1-8),1=1 183/0-5-8 (min.0-1-9) Installation guide.
Max Horz B=74(LC 16)
Max UpliftG=-35(LC 13),B=-68(LC 12),]=-24(LC 12)
Max GravG=288(LC 28),B=592(LC 27),1=1 293(LC 2)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD B-C=-693/212,C-D=-490/164,D-E=-411/185,E-F=-71/526,F-G=-280/138
BOTCHORD B-K=-129/583
WEBS C-K=-391/260,E-K=-158/699,E-I=-953/328,F-I=-623/264
NOTES (8-9)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.Opsf;h=20ft-,Cat.11,Exp B;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 basic load combinations,which include cases with reductions for multiple concurrent live loads.
4)The Fabrication Tolerance at joint E=16%
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,with BCDL=10.Opsf.
7)Provide mechanical connection(by others)of truss to bearing plate capable ofwithstanding 35 lb uplift at joint G,68 lb uplift at joint B
and 24 lb uplift at joint 1.
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
I
Job Truss T'u S-s Type 1 Oty Ply 37312THST.-bobARO-RES.-DuRHAm
142985145
A02 COMMON 3 1
-- - - - I --- i Job Reference Co
ProBuild East,Owler,GA _ptional)
7.330 s Feb 17 2012 MiTek Industries,Inc. Tue Oct 09 17:12:24 2012 Page 1
ID:ikUDrPz2OUyK?Pd2MgU3ZoyV6vl-gLm?e7kABgPIGKDVYlLvEcfW89z2RQOmNnQlqHyV5R6
1---2-0-0 A- 7-2-0_ --- 13-0-0 14-0-9 19-10-0 27-0-0 29-0-0
2-0-0 7-2-0 5-10-0 '1-0-b 5-10-0 7-2-0 2-0-0--d
Scale=1:51.1
4x12 MT20H-
5.00112
D
5x6
Sx6
C E
W2
B F
oA 131 132 G
J K L I H
US�5 3x5
U4 3x6- 3x4
9-2-10 17-9-6 t 27-0-0
9-2-10 8-6-13 9-2-10
Plate Offset ��0,0-1-8],[C:0-3-0,0-3-4],[E:o-3-b,b-3-4f,[F:0-3-0,0-1-81
i LOADING(psf) SPACING 2-0-0 CS1 DEFIL in Qoc) I/defi L/d PLATES GRIP
TCLL 20.0
Plates Increase 1.25 TC 0.74 Vert(LL) -0.18 H-J >999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.43 F-H >743 240 MT20H 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.07 F n/a n/a
BCDL 10.0 Code FRC20101TPI2007 (Matrix) Weight:121 lb FT=20%
1 LUMBER BRACING
1,TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 2-7-1 oc purlins.
,BOTCHORD 2x4 SYP M 30 BOTCHORD 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
1_Installation guide.
REACTIONS (lb/size) B=992/0-5-8 (min.0-1-8),F=987/0-3-8 (min.0-1-8)
Max HorzB=64(LC 16)
Max UpliftB=-78(LC 12),F=-77(LC 13)
Max GravB=1 109(LC 2),F=1 104(LC 2)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOPCHORD B-C=-1964/579,C-D�1785/552,D-E=-1793/555,E-F=-1975/583
BOT CHORD B-J=-40511757,J-K=-203/1201,K-L=-203/1201,I-L=-203/1201,H-I=-203/1201,
F-H=-429/1806
WEBS D-H=-1 37/651,E-H=-378/255,D-J=-1 32/638,C-J=-367/250
NOTES (8-9)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.Opsf;h=20ft;Cat.11;Exp B;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 basic load combinations,which include cases with reductions for multiple concurrent live loads.
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,with BCDL=10.Opsf.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 78 lb uplift at joint B and 77 lb uplift at joint
F,
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
J-ob --- JTruss Truss Type— Oty jPly 1373 1 ftH ST.-bODARO REs��WRHAM
42985145 �COMMON
]A02A_ -1 1 Job Reference(optional)
ProBuild East,Pooler,GA 7.330 s Feb 17 2012 MiTek Industries,Inc. Tue Oct 09 17:12:24 2012 Page 1
ID:ikUDrPz2OUyK?Pd2MgU3ZoyV6vl-gLm?e7kABgPIGKDVYlLvEcfw59wYRIDmNnQlqHyV5R5
14-0-0
-2-0-0 6-5-1 13-0-0 1�-M 19-6-0 27-0-0
2-0-0 6-5-1 6-6-15 0-6-0 5-6-0 7-6-0
0-6-0 Scale 1 47.4
4x12 MT20H
5.00112
E
T
3x6 3x4
2x4 Do F
C—
'v
---------- \
Z4
B G
B2
K L J H
3x4 3x4 3x6 3.4 2x4 I U4
8-1-14 15-8-0 19-6-0 27-0-0
8-1-14 7-6--2 3-11b-o 7-6-0
Plate Offsets(XY): [B:0-3-0,0-1-8),[G:0-3-0,0-1-81
LOADING(pso SPACING 2-0-0 CSI DEFIL in floc) I/defl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0-75 Vert(LL) -0.09 B-K >999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0 71 Vert(TL) -0.23 G-H >594 240 MT20H 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.01 1 n/a n/a
BCDL 10.0 1 Code FRC2010ITP12007 (Matrix) i vveight 123 to FT=20%
ILUMBER BRACING
,TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purins.
�,BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
i WEBS 2x4 SP No.3 10-0-0 oc bracing:B-K.
MiTe-k recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS Qb/size) G=200/0-3-8 (min.0-1-8),B=491/0-5-8 (min.0-1-8),1=1 178/0-5-8 (min.0-1-9)
Max Horz B=74(LC 16)
Max UpliftG=-35(LC 13),B=-68(LC 12),1=-24(LC 12)
Max GravG=291(LC 28),B=593(LC 27),1=1288(LC 2)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(b)or less except when shown.
TOP CHORD B-C=-697/215,C-D=-495/166,D-E=-416/187,E-F=-58/507
BOTCHORD B-K=-132/587
WEBS C-K=-396/264,E-K=-162/707,E-I=-924/309,F-I=-607/255,F-H=0/252
NOTES (8-9)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101mph;TCDL=4.2psf,BCDL=6.Opsf;h=20ft;Cat.11;Exp B;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 basic load combinations,which include cases with reductions for multiple concurrent live loads.
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.
16)*This truss has been designed for a live load of 20.0psf 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=1 O.Opsf.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 35 lb uplift at joint G,68 to uplift at joint B
and 24 lb uplift at joint 1.
i 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
'Ply 1373 12TH ST.--DODARO RES.-DURHAM
Job 'Truss Truss-Type Oty
142985145 A03 HIP 3
t Job Referencetopt-ionad)....
ProBuild East,Pooler,GA 7.330 s Feb 17 2012 MiTek Industries,Inc. Tue Oct N 17:12.25 2012 Page 1'!
ID:ikUDrPz2OUyK?Pd2MgU3ZoyV6vl-8XKOrTloy.X9tUoi6?t8mpCIOZH7AtOwcR9JNjyV5R4
-2-0-0 5-9-14 11-0-0 16-0-0 21-2-2 27-0-0 29-0-0
2-0-0 5-9-14 5-2-2 5-0-0 5-2-2 76��4 2-0-0
Scale 1:503:
4x6
4x6 11
D E
T2
5.00
12
2x4 2x4
C F
�3\
4
G
H
U4
U4 3x6 3x4- 3x4
3x4
7-0-14 13-6-0 19-11-2 27-0-0
7-0-14 6-5-2 6-5-2 7-0-14
Plate Offsets(X,Y): [B:0-3-0,0-1-8],JG:0-3-0,0-1-8]
CS1 DEFL in (loc) I/defl Ud PLATES GRIP
LOADING(psf) SPACING 2-0-0
li TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) -0.10 I-K >999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.25 K-L >999 240
BCLL 0.0 Rep Stress Incr YES WB 020
Horz(TL) 0.08 G n/a n/a
BCDL 10.0 Code FRC2010/TPI2007 (Matrix) Weight:130 lb FT 20%
'LUMBER BRACING
�TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 3-5-8 oc pudins.
BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 8-11-0 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabifizews-and required-anoss-b-racing
be installed during truss erection,in accordance with Stabilizer
Installation guide._
REACTIONS Qb/size) B=950/0-5-8 (min.0-1-8),G=950/0-5-8 (min.0-1-8)
Max Horz B=-54(LC 13)
Max UpliftB=-67(LC 12),G=-67(LC 13)
Max GravB=1 105(LC 2),G=1 105(LC 2)
FORCES (1b)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOPCHORD B-C=-2037/565,C-D=-1923/563,D-E=-1433/463,E-F=-1923/563,F-G=-2037/565
BOT CHORD B-L=-399/1819,K-L=-252/1387,J-K=-255/1394,I-J=-255/1394,G-I=-424/1866
WEBS C-L=-279/198,D-L=-1 15/524,E-I=-1 15/524,F-I=-279/198
NOTES (8-9)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.Opsf;h=20ft;Cat.11;Exp B;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 basic load combinations,which include cases with reductions for multiple concurrent live loads.
4)Provide adequate drainage to prevent water ponding.
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 67 lb uplift at joint B and 67 lb uplift at joint
G.
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&VVI-CA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
Job Trus.s TTruss Type aty 1 ply �373UTH ST.-DODARO RES.-DURHAM I I
429851145 A03A 'HIP
L I -- --- - I Job Reference(optionall_
ProBuild East.Pooler,GA 7.330 s Feb 17 2012 MiTek Industries,Inc. Tue Oct 09 17:12:26 2012 Page 11
ID:ikUDrPz2OUyK?Pd2MgU3ZoyV6vl-cftm3plQiHfOVdNugjONJlkwVzctvCH3r5vsv9yV5R3
-2-0-0 5-9-14 t 11-0-0 16-0-0 21-2-2 1 27-0-0 1
2-0-0 5-9-14 5-2-2 5-0-0 5-2-2 5-9-14
1
Srale:1/4"=V
5x6
4x6
D E
T2
5.0011 12
2X4 3x4
C F
W4
-,vv5 W6
B G
vl� -1,
8 1 7 FF 132
0 1�--- — H 6
A K L M J
U4 3x4 3x6 11.8 2x4 11 3x4
8-5-10 1 15-10-12 160-0 21-2-2 27-0-0
i 7 1 - 1
8-5-10 7-5-2 0-1-4 5-2-2 5-9-14
Plat e Offsets(XY)i:_[B:0-3-0,G-1-8],JE:0-3-4,0-2-0]
(loc) I/defl L PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) -0.10 B-K >999 3E MT20 244/190
LOADING(psf) SPACING 2-0-0 CS1 IDEFL in td
TCDL 7.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.25 B-K >737 240
SCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TQ 0.01 1 n/a n/a
BCDL 10.0 Code FRC2010ITP12007 (Matrix) Weight:127 lb FT=20%
!LUMBER BRACING
TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOTCHORID 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 6-0-0 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 (lb/size) G=173/0-3-8 (min.0-1-8),B=491/0-5-8 (min.0-1-8).1=1 17110-5-8 (min.0-1-10) Installation guide.
Max HorzB=63(LC 16)
Max UpliftG=-33(LC 13),B=-66(LC 12),1=-20(LC 9)
Max GravG=255(LC 28),B=603(LC 27),1=1321(LC 2)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD B-C=-716/212,C-D=-467/132,D-E=-39/447,E-F=-91/519,F-G=-265/134
BOTCHORD B-K=-132/605
WEBS C-K=-355/223,D-K=-52/475,D-I=-7821241,E-I=-451/189,F-I=-591/239
NOTES (8-9)
1)Unbalanced roof live loads have been considered for this design.
12)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.Opsf;h=20ft;Cat.11;Exp B;Encl.,GCpi=0.18;
MWFRS(envelope)and C-C Extenor(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 basic load combinations,which include cases with reductions for multiple concurrent live ioads.
4)Provide adequate drainage to prevent water poncling.
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,with BCDL=10.Opsf.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 33 lb uplift at joint G,66 lb uplift at joint B
and 20 lb uplift at joint 1.
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
Truss Truss Type Qty PI 3 12TH ST.-DODARO RES.-DURHAM
Job y
1 �37
142985145 A04 HIP 2
Job Reference(optionao
ProBuild East,Pooler,GA I.WO s Feb 17 2012 MiTek Industries,Inc. Tue Oct 09 17!12:27 201�--Page 1
ID:ikUDrPz2OUyK?Pd2MgU3ZoyV6vl-4wR8G9m2Tbnt7ny4DQvcrEH4jNukemvD3lePRcyV5R2
-2-0-0 5-8-11 9-0-0 13-6-0 1 18-0-0 21-3-5 27-0-0 29-0-0
2-0-0 -5-8-11— 3-3-5 4-6-0 4-6-0 3-3-5 2-0-0
Scale 1:50 3
44
3A 4x4
D f2 F
&00 12
2x4 2x4
C G
4 4
B H
T
1'T:
-A
-B2
U5 L J 3x5
3x8- 3x6 3x8
9-0-0 18-0-0-- 27-0-0
9-0-0 9-0-0 9-0-0
Plate Offsets(XY):_[B:0-3-0,0-1-81,[H:0-3-0,0-1-8]
LOADING(psO SPACING 2-0-0 CS1 DEFIL in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) -0.16 B-L >999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 1.00 Vert(TQ -0.42 B-L >752 240
BCLL 0.0 i Rep Stress Incr YES WB 0.20 Horz(TQ 0.09 H n/a n/a
BCDL 10.0 Code FRC2010ITP12007 (Matrix) Weight:128 lb FT=20%
,LUMBER BRACING
'TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 3-4-8 oc purlins.
BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3 MiTekrecommends that Stabilizers and required-crossbracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) B=950/0-5-8 (min.0-1-8),H=950/0-5-8 (min.G-1-8)
Max HorzB=46(LC 12)
Max UpliftB=-BO(LC 8),H=-80(LC 9)
Max GravB=1 105(LC 2),H=1 105(LC 2)
FORCES Qb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOPCHORD B-C=-1987/562,C-D=-1741/477,D-E=-1598/466,E-F=-1598/466,F-G=-l741/477,
G-H=-1987/562
BOT CHORD B-L=-393/1776,K-L=-350/1731,J-K=-350/1731,H-J=-418/1823
WEBS C-L=-293/176,D-L=-57/473,E-L=-280/115,E-J=-280/115,F-J=-57/473,G-J=-292/175
NOTES (8-9)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;130mph(3-second gust)Vasd=1 01 mph;TCDL=4.2psf;BCDL=6.Opsf;h=20ft;Cat.11;Exp B;Encl.,GCpi=O.l 8;
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 basic load combinations,which include cases with reductions for multiple concurrent live loads.
4)Provide adequate drainage to prevent water ponding.
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 80 lb uplift at joint B and 80 lb uplift at joint
H.
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
Job Truss Tru s s--Ty p e Qty 1 Ply '373 12TH-ST.-booAkb RES.-DURHAM
�42985145 'AO4A HIP 1
Job Reference(optionaA
ProBuild East,Pooler,GA 7.330 s Feb 17 2012 MiTek Industries,Inc. Tue Oct 09 17:12:28 2012 Page f
ID:ikUDrPz2OUyK?Pd2MgU3ZoyV6vl-Y6?WLJVngEvvkkxXGnBQrOSqHwml—NBEMIPOzz2yV5RI
-2-0-0 5-8-11 9-0-0 13-8-13 18-0-0 22-2-2 27-0-0
I t 4-9-14
2-0-0 5-8-11 3-3-5 4-8-13 4-3-3 4-2-2
Scale:114"=V�
4x4 U4 4x6 I/
D 4 F
5.00[12 2x4
ZZ 2x4
C
G
W21
TV
B —H
A L
K I
3x5 J U4
3x8 3x6 U4 3x4
9-0-0 15-8-0 21-0-2 27-0-0
Plate Offsets(X,Y): [B:0-3-0,0-1-8]_ 9-0-0 6-8-0 5-4-2 ------5-11-14
LOADING(psf) SPACING 2-0-0 i CS1 DEFIL in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plates increase 1.25 TC 0.44 Vert(LL) -0.14 B-L >999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.74 Vert(TQ -0.36 B-L >512 240
BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TQ 0.01 J n1a n/a
1 BCDL 10.0 Code FRC2010ITP12007 (Matrix)
Weight:128 lb FT=20%
LUMBER BRACING
TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or6-0-0 oc bracing, Except:
WEBS 2x4 SP No.3 10-0-0 oc bracing:B-L.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installabon
_guide.
REACTIONS (lb/size) H=203/0-3-8 (min.0-1-8),B=490/0-5-8 (min.0-1-8),J=1 112/0-5-8 (min.0-1-9)
Max HorzB=55(LC 12)
Max UpliftH=-33(LC 13),B=-64(LC 8),J=-47(LC 9)
Max GravH=270(LC 28),B=602(LC 27),J=1285(LC 2)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD B-C=-697/212,C-D=-429/122,D-E=-356/134,E-F=-82/524,G-H=-335/107
IBOTCHORD B-L=-129/588,H-]=-49/277
WEBS C-L=-338/184,E-L=-1 30/653,E-J=-757/255,F-J=-626/227,F-I=-1 16/450,
G-I=-262/181
NOTES (8-9)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;130mph(3-second gust)Vasd=1 01 mph;TCDL=4.2psf;BCDL=6.Opsf;h=20ft;Cat.11;Exp B;Encl.,GCpi=O.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 basic load combinations,which include cases with reductions for multiple concurrent live loads.
4)Provide adequate drainage to prevent water ponding.
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 33 lb uplift at joint H,64 lb uplift at joint B
and 47 lb uplift at joint J.
18)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
I Job- Truss fTruss ype -�Qty 1pi 1373-12TH ST.-DODARO RES.-DURHAM
y
42985145
IA04B HIP
L Job Reference(optiorial)_
ProBuild East,Pooler,GA 7.330 s Feb 17 2012 MiTek Industries,Inc. Tue Oct 09 17:12-.29--2-012—P-a-ge f
ID:ikUDrPz2OUyK?Pd2MgU3ZoyV6vl-1]Zuhqol?Cl bM56TLrx4xfMSgAib6dVVVX37wvmjyV5RO
-2-0-0 4-9-14 9-0-0 13-6-0 18-0-0 22-2-2 27-0-0 29-0-0 1
2-0-0 4-9-14 4-2-2 4-6-0 -
4-6-0 42-2 4-9-14 2-0-0
Scale 1:50.3
4X6
3x4 4x6 'I
D f2 F
5.001 -
112
2x4 2x4
C G
-Tt
H
OA
3A- 3X4 3x4 3X6 K U4 U4
3X4
6-5-4 12-2-12 14-9-4 20-6-12 ----27-0-0
6-5-4 5-9-8 2-6-8 5-9-8 6-5-4
NG(psf) SPACING 2-0-0 CS efi PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC Vert(LL) 0.08 H-J >999 360 MT20 244/190
TCDL 7.0
LOADI 1 0.44 DEFL in (loc) I/d L/d
Lumber Increase 1 25 BC 0.46 Vert(TL) -0.10 B-N >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.01 H n/a n/a
BCDL _ 10.0 Code FRC201 0/TPI2007 (Matrix) Weight:135 lb FT=20%
LU B E R BRACING
TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers-and required cross brading--I
be installed during truss erection,in accordance with Stabilizer
Installa,ion
t _guide.
1 REACTIONS (lb/size) B=451/0-5-8 (min.0-1-8),K=1096/0-5-8 (min.0-1-9),H=355/0-3-8 (min.0-1-8)
Max HorzB=46(LC 12)
Max UpliftB=-65(LC 12),K=-181(LC 8),H=-155(LC 9)
Max Grav B=558(LC 27),K=1 265(LC 2),H=452(LC 28)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD B-C=-666/121,C-D=-504/85,E-F=-165/542,F-G=-254/355,G-H=-421/398
BOT CHORD B-N=-47/563,L-M=-346/304,K-L=-346/304,H-J=-288/341
WEBS C-N=-262/166,D-N=-57/419,D-M=-529/216,E-M=-77/482,E-K=-740/221,F-K=-689/451,
F-J=-402/427,G-J=-275/188
NOTES (8-9)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101mph TCDL=4.2psf;BCDL=6.Opsf;h=20ft Cat.11;Exp B;Encl.,GCpi=0.18
MWFRS(envelope)and C-C Exterior(2)zone;porch right 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 basic load combinations,which include cases with reductions for multiple concurrent live loads.
14)Provide adequate drainage to prevent water poncling.
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 3-64tall 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 65 lb uplift at joint B,181 lb uplift at joint K
and 155 lb uplift at joint H.
8)DiGiaoomo Engineering,inc.,C.Paul DiGiacomo P.E459660,3184 Litchfield Dr.0.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&VVTCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
Job Truss- russ Type laty- _'Ply_ F3_73 12TH ST,-DODARO RES-DURHAM
�42985145 A05 HIP 2 Job Reference
i - -I _foptionag - -
ProBuild East,Pooler,GA 7.330 s Feb 17 2012 MiTek Industries,Inc. Tue Oct 09 17:12:30 2012 Page 11
ID:ikUDrPz2OUyK?Pd2MgU3ZoyV6vl-VV7HuAoxmW9S—FhfvZSJTtvbga_brlsfl#42xyV5R?
2-0-0 7-0-0 13-6-0 20-0-0 27-0-0 29-0-0
2-0-0 7-0-0 6-6-0 1 6-6-0 7-0-0 2-0-0
Scale 1:50.31
5x8 2A 11
5x8 li
C K L M D IN 0 P E
5.00112 T2
L
wi 02
�2
F
B
r� j-
1A G
�2 J a R S T U V H
WO 3x1 0
2x4 11 8X8 2x4 I
-7-0-0- 13-6-0 20-0-0 27-0-0
7-0-0 6-6-0 6-6-0 7-0-0
-Plate Offsets(X,Y): [1:0-4-0,0-4-8]
LOADING(psf) SPACING 2-0-0 CS11 DEFL in floc) II Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) -0.22 1 >999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.73 Vert(TQ -0.53 H-1 >597 240
BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(TQ 0.12 F n/a n/a
x) Weight:154 lb FT=20%
BCDL 10.0 Code FRC2010/TP12007 (Matri
�LUMBER BRACING
TOPCHORID 2x4 SYP M 30*Except* TOPCHORD Structural wood sheathing directly applied or 2-11-7 oc purfins.
T2:2x6 SYP No.2 BOTCHORD Rigid ceiling directly applied or 9-9-11 oc bracing.
BOTCHORD 2x6 SYP No.2 MiTek recommends that Stabilizers and required cross bracing
WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) B=1777/0-5-8 (min.0-2-7),F=1777/0-5-8 (min.0-2-7)
Max HorzB=37(LC 8)
Max UpliftB=-334(LC 4),F=-337(LC 5)
Max GravB=2053(LC 2),F=2053(LC 2)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
ITOPCHORD B-C=-4472/715,C-K=-5345/825,K-L=-5346/825,L-M=-5348/825,D-M=-5348/825,
D-N=-5348/825,N-O=-5348/825,O-P=-5346/825,E-P=-5345/825,E-F=4472/722
I
�BOTCHORD B-J=-630/4064,J-Q=-631/4040,Q-R=-63114040,R-S=-631/4040.I-S=-631/4040,
I-T=-617/4040,T-U=-617/4040,U-V=-617/4040,H-V=-617/4040,F-H=-616/4064
�WEBS C-J=0/697,C-I=-177/1559,D-I=-830/315,E-I=-168/1535,E-H=0/697
�NOTES (10-11)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;1130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.Opsf;h=20ft;Cat.11;Exp B;Encl.,GCpi=0.18;
MWFRS(envelope);Lumber DOL=1.33 plate grip DOL=1.33
3)This truss has been designed for basic load combinations,which include cases with reductions for multiple concurrent live loads.
4)Provide adequate drainage to prevent water ponding.
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.
i 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 334 lb uplift at joint B and 337 lb uplift at
1 joint F.
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)215 lb down and 151 lb up at 7-0-0,
101 lb down and 69 lb up at 9-0-12,101 Ito down and 69 lb up at 11-0-12,101 Ito down and 69 lb up at 13-0-12,101 lb down and 69 lb
U p at 13-11-4,101 lb down and 69 lb up at 15-11-4,and 101 lb down and 69 Ito up at 17-11-4,and 255 lb down and 151 Ito up at
20-0-0 on top chord,and 331 lb down and 104 lb up at 7-0-0,81 lb down at 9-0-12,81 lb down at 11-0-12,81 lb down at 13-0-12,81 1
lb down at 13-11-4,81 lb down at 15-11-4,and 81 Ito down at 17-11-4,and 331 lb down and 104 lb up at 19-11-4 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)DiGacomo 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 Tru ss Type Qty Ply j 373 12TH ST.-DODARO RES.-DURHAM
,42985145 A05 HIP 2
'Job Reference(optional)
ProBuild East,Pooler,GA 7.3k s Feb 17 2012 MiTek Industries,Inc. Tue Oct 09 17:12:30 2012 Page 2�
ID:ikUDrPz2OUyK?Pd2MgU3ZoyV6vl-W7HuAoxmMS—FhfvZSJTtvbga__brlsfl#42xyV5R�
LOAD CASE(S)Standard
1)Regular:Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:A-C=-44,C-E=-44,E-G=-44,B-F=-20
Concentrated Loads(lb)
Vert:C=-178(B)E=-178(B)J=-249(B)H=-249(B)K=-84(B)L=-84(B)M=-84(B)N=-84(B)O=-84(B)P=-84(B)Q=-49(B)R=-49(B)S=-49(B)T=-49(B)U=-49(B)V=-49(B)
Job- ![Truss I Truss Type oty Ply 1373 uTJ4sT.---bWARO RES.-DURHAM
42985145 A05A HIP 1
1
t —-I i Job_R nal)
ProBuild East,Pooler,GA 7.330 s Feb 17 2012 MiTek Industries,Inc. Tue Oct 09 17:12:31 2012 Page 11
ID:ikUDrPz2OUyK?Pd2MgU3ZoyV6vl-zhhf6WpZXqHlcPGrSGzYO4Rjc�—LBaOuo—NcdaNyV5R,
-2-0-0 7-0-0 13-8-7 20-0-0 27-0-0
2-0-0 t 7-0-0 6-8-7 6-3-9 7-0-0
5x6
U5 5x6 Ili
C K L M D N 0 P E
5.00 12 T2
VV2- IV -Ta
--T
B
42
-A
J G
U4 Q R S I T H U V 3x5
3x5 4X6 4A 2x4 I
i- 7-0-0 15-7-0 1578-0 20-0-0 27-0-0
7-0-0 8-7-0 0-1-0 4-4-0 7-0-0
Plate Offsets(X,Y): [D:0-2-0,0-1-8],[E:0-2-8,0-2-8),[F:0-3-9,0-1-8],IJ:0-2-0,0-1-81
LOADING(ps� SPACING 2-0-0 CS1 DEFIL in Qoc) I/defl Ud PLATES GRIP
Plates Increase 1.25 TC 0.74 Vert(LL) -0.07 H-J >999 360 MT20 2441190
TCLL 20.0
TCDL 7.0 Lumber Increase 1.25 BC 0.58 Vert(TL) -0.18 H-J >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(TL) 0.02 F n/a n/a
BCDL 10.0 Code FRC2010ITP12007 (Matrix) Weight:149 lb FT=20%
�LUMBER BRACING
TOPCHORD 2x4 SP No.2*Except* TOPCHORD Structural wood sheathing directly applied or 4-0-2 oc purlins.
T2:2x6 SYP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
�BOTCHORD 2x6 SYP No.2 6-0-0 oc,bracing:H-J.
WEBS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
REACTIONS (lb/size) F=372/0-3-8 (min.0-1-8),B=813/0-5-8 (min.0-1-8),H=2274/0-5-8 (min.0-3-1) Installation guide.
Max Horz B=47(LC 12)
Max UpliftF=-82(LC 9),B=-173(LC 8),H=-398(LC 5)
Max GravF=438(LC 22),B=952(LC 21),H=2614(LC 2)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
iTOPCHORD B-C=-1642/289,C-K=-1452/303,K-L=-1452/303,L-M=-1454/303,D-M=-1455/303,
D-N=-1 58/823,N-O=-1 58/825,O-P=-1 59/825,E-P=-1 59/827,E-F=-658/188
BOTCHORD B-J=-247/1451,H-U=-126/528,U-V=-126/528,G-V=-126/528,F-G=-127/548
WEBS C-J=-47/299,D-J=-237/1466,D-H=-1642/453,E-H=-1586/406,E-G=-23/539
!NOTES (10-11)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.Opsf;h=20ft;Cat.11;Exp B;Encl.,GCpi=0.18;
MWFRS(envelope);Lumber DOL=1.33 plate grip DOL=1.33
3)This truss has been designed for basic load combinations,which include cases with reductions for multiple concurrent live loads.
4)Provide adequate drainage to prevent water ponding.
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 82 lb uplift at joint F,173 lb uplift at joint B
and 398 lb uplift at joint H.
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)215 lb down and 151 lb up at 7-0-0,
101 lb down and 69 lb up at 9-0-12,101 lb down and 69 lb up at 11-0-12,101 lb down and 69 lb up at 13-0-12,101 lb down and 69 lb
up at 15-0-12,101 lb down and 69 lb up at 17-0-12,101 lb down and 69 lb up at 17-11-4,and 101 lb down and 69 lb up at 20-0-0,
and 153 lb down and 82 lb up at 20-0-0 on top chord,and 331 lb down and 104 lb up at 7-0-0,81 lb down at 9-0-12,81 lb down at
11-0-12,81 lb down at 13-G-12,81 lb down at 15-0-12,81 lb down at 17-0-12,81 lb down at 17-11-4,and 81 lb down at 19-11-4,and
249 lb down and 121 lb up at 20-0-0 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 373 12TH ST.-bODARO RES.-DURHAM---
42985145 A05A HIP 1
Job Reference optional)
ProBuild East,Pooler,GA _C I ___ _
7.330 s Feb 17 2012 MiTek Industries,Inc. Tue Oct 09 17:12:31 2012 Page 2:
ID:ikUDrPz2OUyK?Pd2MgU3ZoyV6vl-zhhf6WpZXqH[cPGrSGzYG4RjC�_LBaOuo NcdaNyV5R-L
LOAD CASE(S)Standard
1)Regular:Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plo
Vert:A-C=-44,C-E=-44,E-F=-44,B-F=-20
Concentrated Loads(lb)
Vert:C=-178(B)E=-178(F=-84,B=-94)J=-249(B)G=-249(F=-49,B=-200)K=-84(B)L=-84(B)M=-84(B)N=-84(F)O=-84(F)P=-84(F)Q=-49(B)R=-49(B)8=-49(B)
T=-49(F)U=-49(F)V=-49(F)
Truss
Job Truss Type City Ply 12TH ST.-DODARO RES.-DURHAM
!42985145 IA05B HIP 1
_t___ _ Job_Reference(optional) - --
ProEuild Last,Pooler,-GA-- 7.330 s Feb 17 2012 MiTek Industries,Inc. Tue Oct 09 17:12:32 2012 Page 1�
ID:ikUDrPz2OUyK?Pd2MgU3ZoyV6vl-RtFlJsqBl7P9DYr2OzVnYl—vGO15JsLyDlMA5pyV5Qz
-2-0-0 7-0-0 13-6-0 20-0-0 27-0-0 29-0-0
2-0-0 7-0-0 6-6-0 6-6-0 7-0-0 2-0-0
Scale=1:50.3
i
5x6 U5 5x6
C M N 0 D P Q R E
5.00112 T2
,W2,
c7
B F
G
-A
3x4 L S T K U J I v w H 3x4
3x4 2x4 1! 04 06 2x4 1, 3x4
4x4
-7-0-0 12-2-12 14-9-4 i 20-0-0 27-0-0
7-0-0 5-2-12 2-6-8 5-2-12 7-0-0
Plate Offsets(X,Y): [B:0-1-5,Edge],[C-0-2-8,0-2-8],[EO-2-8,0-2-8],[F:0-1-5,Edgel -
LOADING(pso SPACING 2-G-0 CS1 DEFIL in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) 0.04 F-H >999 360 MT20 244/190
1 TCDL 7.0 Lumber Increase 1.25 BC O�35 Vert(TL) -0.08 B-L >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(TL) 0.02 F n/a n/a
BCDL 10.0 Code FRC2010/TP12007 (Matrix) Weight:155 lb FT=20%
�LUMBER BRACING
TOPCHORD 2x4 SP No.2*Except* TOPCHORD Structural wood sheathing directly applied or 4-4-6 oc purlins.
T2:2x6 SYP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
BOTCHORD 2x6 SYP No.2 6-0-0 oc bracing:I-K.
WEBS 2x4 SP No.3 WEBS I Row at midpt E-1
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) B=744/0-5-8 (min.0-1-8),1=2285/0-5-8 (min.0-3-2),F=539/0-3-8 (min.0-1-8)
Max HorzB=37(LC 8)
Max UpliftB=-1 50(LC 8),1=-628(LC 4),F=-246(LC 5)
Max Grav B=872(LC 21),1=2627(LC 2),F=641(LC 22)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOPCHORD B-C=-1406/255,D-P=-1531846,P-Q=-153/847,Q-R=-153/848,E-R=-154/850,
E-F=-824/366
�BOTCHORD B-L=-205/1234,L-S=-205/121 1,S-T=-205/121 1,K-T=-205/121 1,I-V=-280/676,
V-W=-280/676,H-W=-280/676,F-H=-288/698
WEBS C-L=0/661,C-K=-1236/320,D-K=-6/797,D-I=-1661/325,E-I=-1697/570,E-H=-170/662
NOTES (10-11)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;130mph(3-second gust)Vasc1=1 01 mph;TCDL=4.2psf;BCDL=6.Opsf;h=20ft;Cat.11;Exp B;Encl.,GCpi=O.l 8;
MWFRS(envelope);porch right exposed;Lumber DOL=1.33 plate grip DOL=1.33
3)This truss has been designed for basic load combinations,which include cases with reductions for multiple concurrent live loads.
4)Provide adequate drainage to prevent water ponding.
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 150 lb uplift at joint B,628 lb uplift at joint I
and 246 lb uplift at joint F.
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)215 lb down and 151 lb up at 7-0-0,
101 lb down and 69 lb up at 9-0-12,101 lb down and 69 lb up at 11-0-12,101 lb down and 69 lb up at 13-0-12,101 lb down and 69 lb
up at 13-11-4,91 lb down and 68 lb up at 15-114,and 91 lb down and 68 lb up at 17-11-4,and 244 lb down and 150 lb up at 20-0-0
on top chord,and 331 lb down and 104 lb up at 7-0-0,81 lb down at 9-0-12,81 lb down at 11-0-12,81 lb down at 13-0-12,81 lb down
at 13-11-4,96 lb down and 49 lb up at 15-11-4,and 96 lb down and 49 lb up at 17-114,and 345 lb down and 170 lb up at 19-11-4 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
BCS1 1-03 published by TPI&VVTCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
Continued on page 2
!Truss Type Qty Ply 373 12TH ST.-DODARo REs.--DURHAm
Job Truss
�42985145 A05B HIP 1
Job Reference(optional)
ProBuild East,Pooler,GA 7.330 s Feb 17 2012 MiTek Industries,Inc. Tue Oct 09 17:12:33 2012 Page 2,
ID:ikUDrPz2OUyK?Pd2MgU3ZoyV6vl-v4oPXCrp3RYOriPEahOO5vx4On5K2Jb5Sh5keFyV5Qy
LOAD CASE(S)Standard
1)Regular:Lumber Increase=1.25,Plate Increase=1.25
i Uniform Loads(plo
Vert:A-C=-44,C-E=-44,E-G=-44,B-F=-20
Concentrated Loads(lb)
Vert:C=-178(F)E=-168(F)J=-49(F)L=-249(F)H=-263(F)M=-84(F)N=-84(F)O=-84(F)P=-84(F)Q=-75(F)R=-75(F)S=-49(F)T=-49(F)U=-49(F)V=-63(F)W=-63(F)
�T- -13- --- - ----, - I i
job , uss Type Qty Ply 73 12TH ST.-DODARO RES.-DURHAM
42985145 B01 SCISSORS 13
- Job Reference(optional)
ProBuild East,Pooler,GA 7.3�O s Feb 17 2012 MiTek Industries,Inc. Tue Oct 09 17:12:34 2012 Page 1,
ID:ikUDrPz2OUyK?Pd2MgU3ZoyV6vl-NGMnkYsRqlgtTs—QSOXFej3BpBPCnuMFgLrHAiyV5Qx
-2-0-0 4-4-0 8-6-0 13-6-0 18-6-0 22-8-0 27-0-0 29-0-0
2-0-0 1 i
4-4-o- 4-2-0 5-0-0 5-0-0 4-2-0--- 4-4-0 2-0-0 1
Scale 1:50.2�
100 12
4x6
3x4 F U4—
3A E --T2 T2 G 3x6
D H
4A W4 W4 4x4
3
C vv
-Tt------ N
B
M
A ------------ 0 W K IT 1�
------ P 4x4 4x4 L
;1 2x4 I 2x4 11
4x8 4x8
1.50 12
4-4-0 B-6-0 13-6-0 1 18-6-0 22-8-0 27-0-0
-4-4-0 4--2-0__-_- 1 5-0-0- 5-0-0 4-2-0 4-4-0
Plate Offsets(X,Y): [B:0-5-9,0-0-4],[J:0-5-9,0-0-4],[N:0-4-0,0-4-8]
LOADING(pso SPACING 2-0-0 CS1 DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.92 Vert(LL) 0.45 N >714 360 MT20 244/190
TCDL 7�O Lumber Increase 1.25 BC 0.50 Vert(TL) -1.00 N >320 240
BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.35 J n1a n/a
BCDL 10.0 Code FRC2010/TP12007 (Matrix) Weight:144 lb FT=20%
ILUMBER BRACING
ITOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 2-2-0 oc purlins-
'BOTCHORD 2x6 SYP DSS BOTCHORD Rigid ceiling directly applied or B-1-5 oc bracing.
WEBS 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) B=949/0-5-8 (min.0-1-8),J=949/0-5-8 (min.0-1-8)
Max HorzB=38(LC 16)
Max UpliftB=-1 32(LC 8),J=-1 32(LC 9)
Max GravB=1 104(LC 2),J=1 104(LC 2)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
1TOPCHORD B-C=-4129/1085,C-D=-4466/1221,D-E=-4435/1225,E-F=-3626/992,F-G�3626/992,
G-H=-4449/1233,H-I=-4480/1229,I-J=-4139/1090
IBOTCHORD B-P=-985/3928,O-P=-993/3948,N-O=-1 101/4339,M-N=-1 119/4372,L-M=-1008/3976,
J-L=-1 000/3956
WEBS F-N=-297/1447,G-N=-911/286,I-M=-1 61/494,E-N=-91 1/287,C-O=-1 64/498
NOTES (8-9)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;130mph(3-second gust)Vasd=1 01 mph,TCDL=4.2psf,BCDL=6.Opsf;h=20ft;Cat.11;Exp B;Encl.,GCpi=O.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 basic load combinations,which include cases with reductions for multiple concurrent live loads.
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)Bearing at joint(s)B,J considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 132 lb uplift at joint B and 132 lb uplift at
joint J.
8)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.0.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
Job Truss I Truss Type Qty My 1373 12TH ST.-DODARO RES.-DURHAM
42985145 Cil JACK 16 1
PrOBU,l Job Reference(optional)
d East,Pooler,GA 1330 s Feb 17 2012 MiTek Industries,Inc. Tue Oct 09 17:12:34 2012 Page 1,
ID:ikUDrPz2OUyK?Pd2MgU3ZoyV6vl-NGMnkYsRqlgtTs-08OXFej3FgBWdn_lFgLrHAiyV5Qx
-2-0-0 0-0
2-0-0 1-0-0
Scale 1 7.1
C
B
5,00[12
-----------
T1 D
A
3x5
1-0-0
I Pla-te-Offsets(XYy. [13�0-5-6,0-0-8] 1-0-0
LOADING(psf) SPACING 2;0 DEFIL
.�50 CS1 in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plates Increase TC 068 Vert(LL) -0.00 B >999 360
I MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC O�02 Vert(TL) -0,00 B >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 C n/a n/a
BCDL 10.0 Code FRC2010tTP12007 (Matrix) Weight:6 lb FT=20%
�LUMBER BRACING
,TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOTCHORD 2x4 SP No.2 BOTCHORD 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=222/0-3-8 (min.0-1-8),D=10/Mechanir-al,C=-79/Mechanical
Max Horz B=35(LC 8)
Max UpliftB=-123(LC 8),D=-3(LC 8),C=-97(LC 2)
Max GravB=271(LC 2),D=19(LC 3),C=59(LC 8)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES (7-8)
1)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6,Opsf;h=20ft;Cat.11;Exp B;Encl.,GCpi=0.18;
MWFRS(envelope)and C-C Comer(3)zone;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 basic load combinations.which include cases with reductions for multiple concurrent live loads.
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
1 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 123 lb uplift atjoint B,3 lb uplift at joint D
and 97 lb uplift at joint C-
17)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 Tr-u s s-- Tr-u-ss-T-ype- Qty NY 1373 12TH ST.-bobARo REs.---DURHAM
�42985145 CJ3_ JACK 16 1 i
Job Reference(optional)_
ProBuild East,Pooler,GA 7M0 s Feb 17 2012 MiTek Industries,Inc. Tue Oct 09 17:12:35 2012 Page 1
ID:ikUDrPz2OUyK?Pd2MgU3ZoyV6vl-rSw9yus3b2ok4OZdh62UAwcPibqlWR?Ov?ariByV50w
-2-0-0 3-0-0
2-0-0 3-0-0
Scale=1:1 0.8�
C
-'V A
5,00112
T1
Bi
<
A
2X4
3-0-0
3-0-0
LOADING(psf]l SPACING 2-00 CS1 DEFIL in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plates increase 1 TC 0.72 Vert(LL) 0.02 B-D >999 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.19 Vert(TL) -0.01 B-D >999 240
13CLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 C n/a n/a
BCDL 10.0 Code FRC201 O/TPI2007 (Matrix) Weight:13 lb FT=20%
�LUMBER BRACING
TOPCHORD 2X4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and req Wred cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) C=23/Mechanical,B=224/0-3-8 (min.0-1-8),D=28/Mechanical
Max Horz B=51(LC 8)
Max UpliftC=-20(LC 12),B=-97(LC 8),D=-g(LC 8)
Max GravC=37(LC 21),B=269(LC 2),D=56(LC 3)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES (7-8)
1)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.Opsf;h=20ft;Cat.11;Exp B;Encl.,GCpi=0.18;
MWFRS(envelope)and C-C Comer(3)zone;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 basic load combinations,which include cases with reductions for multiple concurrent live loads.
1 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 20 lb uplift at joint C,97 lb uplift at joint B
and 9 lb uplift at joint D.
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
13CSI 1-03 published by TPI&WTCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
[Job Truss- TrussType- Qty PI-- i373 12TH sT�-:boDARb RES.-DURHW
y
i42985145 'CJ5 JACK 16 1 1
onal)
Job Reference-toPti
ProBuild East,Pooler,GA 7.330 s Feb 17 2012 MiTek Industries,Inc. Tue Oct 09 17:12:35 2012 Page I J'
ID:ikUDrPz2OUyK?Pd2MgU3ZoyV6vl-rSw9yus3b2ok4OZdh62UAwcPXbkgwR?Ov?ari8yV5Q,.iv
5-0-0
2-0-0 t 5-0-0
Scale 1:14.4'
C
5.00[12
14
T1
B 7r
!4 Bi
D
A
2x4
5-0-0
5-0-0
LOADING(psf) SPACING 2-0-0 C.1 DEFIL in (loc) I/defi Ud PLATES GRIP
S
TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.14 B-D >420 360
MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) 0.11 B-D >530 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a n/a
BCDL 10.0 i Code FRC2010/TPI2007 (Matrix) Weight:19 lb FT 20%
LUMBEIR BRACING
'TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.
!BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends-that Stabirizers and neq uina—d cross br-a-cing-
be installed during truss erection,in accordance with Stabilizer
Installation guide.
i REACTIONS (lb/size) C=83/Mechanical,B=272/0-3-8 (min.0-1-8),D=48/Mechanical
Max HorzB=74(LC 12)
Max UpliftC=-49(LC 12),B=-101(LC 8),D=-15(LC 8)
Max GravC=102(LC 2),B=324(LC 2),D=96(LC 3)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES (7-8)
1)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.Opsf;h=20ft;Cat.11;Exp B;Encl.,GCpi=0.18;
MWFRS(envelope)and C-C Comer(3)zone;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 basic load combinations,which include cases with reductions for multiple concurrent live loads.
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 49 lb uplift at joint C,101 lb uplift at joint B
and 15 lb uplift at joint D.
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. Referto
BCS1 1-03 published by TPI&WTCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
I - --- I --truss-Type - Qt- 'I ply 373 12TH ST.-DODARORIES.-DURHAM
[job --- 'Truss y
i42985145 E.17 JACK 21 1
Job Reference(optional)
OroBuild-tast,Pooler,G-A— T3-30 s Feb 17 2012 MiTek Industries,Inc. Tue oct bg 17:12.-35 2012 Page 1�,
ID:ikUDrPz2OUyK?Pd2MgU3ZoyV6vl-rSw9yus3b2ok4OZdh62UAwcPkbiLWR?Ov?ariByV5Qw
-2-0-0 7-0-0
2-0-0 7-0-0
Scale=1:17.81
11---C
5.00 12
T1
IJ131
A
D
U4
7-0-0
7-0-0
Plate Offsets(X,Y): [B:0-3-0,0-1-81
LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.72 Vert(LL) -0.12 B-D >698 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.26 B-D >305 240
BCLL 0.0 Rep Stress ncr YES WB 0.00 Horz(TL) -0.00 C n/a n/a
r
BCDL 10.0 Code FRC21010/TPI2007 (Matrix) Weight:25 lb FT 20%
LUMBER BRACING
TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc pudins.
BOTCHORD 2x4 SP No.2 BOTCHORD 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) C=128/Mechanical,B=332/0-5-8 (min.0-1-8),D=69/Mechanical
Max HorzB=96(LC 12)
Max UpliftC=-61(LC 12),B=-51(LC 8)
Max GravC=1 55(LC 2),B=393(LC 2),D=1 21(LC 3)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES (7-8)
1)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.Opsf;h=20ft;Cat.11;Exp B;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
2)This truss has been designed for basic load combinations,which include cases with reductions for multiple concurrent live loads.
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 61 lb uplift at joint C and 51 lb 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
Job Truss Truss Type Qty Ply 1373 12TH ST.-DobARb RES�.-DURHAM
�42985145 EJ7A JACK
8
- I ::Job Reference(optionao
ProBuild East,Pooler,GA 7.330 s Feb 17 2012 MiTek Industries,Inc. Tue Oct 09 17:12:36 2012 Page 1
ID:ikUDrPz2OUyK?Pd2MgU3ZoyV6vl-JeUY9EthMMwbLA8pFpZ�89bn?4FFuEY8fKOFayV5Qv
7-0-0
7-0-0
Scale 1:16.41
B
5M 12
7
T1
A
Bi
3x5 C
7-0-0
7-0-0
Plate Offse ts(X,Y): [A:0-3-0,0-1-81
LOADING(psf) SPACING 2-0-0 CS1 DEFL in floc) I/defl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.70 Vert(LL) 0.13 A-C >632 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.2-1
BC 0.52 Vert(TL) -0.26 A-C >314 240
i Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 B n/a n/a
BCLL 0.0
BCDL 10.0 Code FRC201 O/TPI2007 (Matrix) Weight:22 Ib FT=20%
LUMBER BRACING
TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
IBOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabill zers and required oss bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) A=215/0-5-8 (min.0-1-8),B=136/Mechanical,C=78/Mechanical
Max HorzA=79(LC 12)
Max UpliftA=-5(LC 12),B=-64(LC 12)
Max GravA=248(LC 2),B=166(LC 2),C=124(LC 3)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES (7-8)
1)Wind:ASCE 7-10;130mph(3-second gust)Vasc1=1 01 mph;TCDL=4.2psf;BCDL=6.Opsf;h=20ft;Cat.11;Exp B:encl.,GCpi=O.18;
MWIFIRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1.33 plate grip
DOL=11.33
2)This truss has been designed for basic load combinations,which include cases with reductions for multiple concurrent live loads.
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 3-6-04all by 1-0-0 wide will fit
between the bottom chord and any other members.
1 5)Refer to girder(s)for truss to truss connections,
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 5 lb uplift at joint A and 64 lb 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
Qty y __�373 12TH ST.-DODARO RES.-DURHAM
Job - Truss —Truss Type 131
142985145 JACK 3 1
EJ7P _LJob_�Referencejoptional)_
ProBuild East,Pooler,GA 7.330 s Feb 17 2012 MiTek Industries,Inc. Tue Oct 09 17:12:36 2012 Page 11
ID:ikUDrPz2OUyK?Pd2MgU3ZoyV6vl-JeUY9EthMMwbiA8pFpZ�89aH?87FuEY8fKOFayV5QV
-2-0-0 7-0-0
2-0-0 7-0-0
Scale=1:1 7.8�
C
5.00 12
T1
B
Bi
___V3x6
A
D
7-0-0
-7-0-0
Plate Offsetsr(X.Y)�_[B:0-3-9,0-1_81
LOADING(pso SPACING 2-0-0 CS1 DEFIL in (loc) I/defi Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.10 B-D >851 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TQ -0.09 B-D >922 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TQ -0.00 C n/a n/a
BCDL 10.0
Code FRC201 0/TP12007 (Matrix) Weight:31 Ito FT 20%
LUMBEIR BRACING
;TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
'BOTCHORD 2x6 SYP No.2 BOTCHORD 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) C=1 19/Mechanical,B=330/0-3-8 (min.0-1-8),D=83/Mechanical
Max HorzB=96(LC 12)
Max UpliftC=-60(LC 12),B=-1 12(LC 8),D=-29(LC 9)
Max GravC=145(LC 2),B=389(LC 2),D=1 36(LC 3)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES (7-8)
1)Wind:ASCE 7-10;130mph(3-second gust)Vasd=1 01 mph;TCDL=4.2psf;BCDL=6.Opsf;h=20ft;Cat.11;ExpB;Encl.,GCpi=0.18;
MWFRS(envelope)and C-C Exterior(2)zone;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 basic load combinations,which include cases with reductions for multiple concurrent live loads.
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 60 lb uplift at joint C,112 lb uplift at joint B
and 29 lb uplift at joint D.
7)DiGiacomo Engineering.inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL.
8)Engineedng 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
IJo b Truss ITrus-sType !a -1ply -Doakko RES�-DURHAM
!I I ;8 ty 1 1373 12tH ST-
142985145 HJ7 MONO TRUSS
-P- Job Reference(optional)
roBuild East,Pooler,GA 7.330 s Feb 17 2012 MiTek Industries,Inc. Tue Oct-09 17-12:36 2012 Page Il
ID:ikUDrPz2OUyK?Pd2MgU3ZoyV6vi-JeUY9EthMMwbiA8pFpZj89ZP?I pFr6Y8fKOFayV5QY
-2-9-15 4-6-0 9-10-13
2-9-15 4-6-0 5-4-13
Scale 1:234
D
3.54112
4x4
Wil V12--�
B JJI
B 1
V
3.- 6
A G F K
2x4 I 2x4 E
4-6-0 6-6-0 9-10-13
4-6-0 2-0-0 3-4-13
Plate Offsets(X,Y): [B:0-5-11,0-1-8]
LOADING(psif]I I SPACING 2-0-0 CS1 DEFIL in floc) I/defi Ud PLATES GRIP
1 TCLL 20.0 Plates increase 1.25 TC 0.79 Vert(LL) 0.11 F-G >999 360
MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.74 Vert(TQ -0.19 F-G >609 240
BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(TL) -0.01 D n/a n1a
BCDL 10.0 Code FRC201 O/TP12007 (Matrix) Weight:48 lb FT=20%
�LIJMBER BRACING
TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOTCHORD 2x6 SYP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing-
WEBS 2x4 SP No.3
MiTekrecomrrencls that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
1 REACTIONS (lb/size) D=138/Mechanical,B=403/0-5-11 (min.0-1-8),E=220/Mechanical
Max Horz B=1 12(LC 4)
Max UpliftD=-74(LC 4),B=-220(LC 4),E=-1 01(LC 5)
Max Grav D=1 67(LC 2),B=487(LC 2),E=289(LC 3)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown,
TOP CHORD B-H=-6921279,C-H=-655/291
BOT CHORD B-J=-320/653,G-J=-320/653,F-G=-320/653
WEBS C-G=-133/452,C-F=-743/364
NOTES (9-10)
1)Wind:ASCE 7-10,130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.Opsf;h=20ft;Cat.11;Exp B;Encl.,GCpi=0.18;
MWFRS(envelope);porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33
2)This truss has been designed for basic load combinations,which include cases with reductions for multiple concurrent live loads.
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 74 lb uplift at joint D,220 lb uplift atjoint B
and 101 lb uplift at joint E.
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)13 lb down and 90 lb up at 1-5-12,
13 lb down and 90 lb up at 1-5-12,28 lb up at 4-3-11,28 lb up at 4-3-11,and 48 lb down and 57 lb up at 7-1-10,and 48 lb down and
57 lb up at 7-1-10 on top chord,and 3 lb down and 23 lb up at 1-5-12,3 lb down and 23 lb up at 1-5-12,16 lb down and 29 lb up at
4-3-11,16 lb down and 29 lb up at 4-3-11,and 56 lb down and 35 lb up at 7-1-10,and 56 lb down and 35 lb up at 7-1-10 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. Referto
BCSI 1-03 published by TPI&WTCA for safety practices prior to performing these functions.
LOAD CASE(S)Standard
1)Regular:Lumber lncrease=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:A-D=-44,B-E=-20
Continued on page 2
Job Truss I-Truss Type city I Ply - 1373-12TH ST.-DODARO RES.-DURHA.M
142985145 HJ7 ONO TRUSS 18 1 1
�M - Job Reference(optional)
ProBuild East,Pooler,GA 7.330 s Feb 17 2012 MiTek Industries,Inc. Tue Oct 09 17:12:36 2012 Page 21
ID:ikUDrPz2OUyK?Pd2MgU3ZoyV6vl-JeUY9EthMMwbiABpFpZj89ZP?lpFr6YBfKOFayV5QV
LOAD CASE(S)Standard
1 Concentrated Loads(lb)
Vert:C=42(F=21,13=21)G=-16(F=-8,B=-8)H=78(F=39,B=39)1=-78(F=-39,B=-39)J=21(F=10,B=10)K=-56(F=-28,B=-28)
Job Truss rruss Type Qty Ply 373 12TH-ST.-DODARO RES.-bLIRHAM
;42985145 RG01 SPECIAL 1
2 Job Reference(optional)
ProBuild Ea
st,Pooler,GA 7.330 s Feb 17 2012 MiTek Industries,Inc. Tue Oct 09 17:12:38 2,012-Pa-ge 1'
ID:ikUDrPz2OUyK?Pd2MgU3ZoyV6vl-GlclavvyuzAJxTISNEcBoZEz-oigjbWqbzpVJTyV5Qt
5-3-15 10-6-2 15-8-5 21-0-4
5�3-15 5-2-3 5-2-3 5�3-15
Scale 1:35.4
U4 I I 4x8 4x6 2x4 4x8- 3x4 i
A M N 0 C D p Q R E S T F
TI T2
vv�
L
81 B2
U V w K x Y z AA AB H AC AD AE
4X6 2x4 11 3x8 4x6 2x4 1 4x6 G
5-3-15 10-6-2 15-8-5 21-0-4
5-3-15 5-2-3 5-2-3 5-3-15
Plate Offsets(X,Y): [G�dge,0-2-0),[L Edge,0-2-0]
Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.00 TC 0.46 Vert(LL) -0.06 H-J >999 480 MT20 244/190
i
LOADING(psf]l SPACING 2-0-0 CS1 DEFIL in floc) I/defi
TCDL 7.0 Lumber Increase 1.00 BC 0.72 Vert(TQ -0.12 J-K >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(TL) 0.04 G n/a n/a
BCDL 10.0 Code FRC2010ITP12007 (Matrix) VVind(LL) 0.02 J >999 360 Weight:333 lb FT=20%
'LUMBER BRACING
TOP CHORD 2x6 SYP No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x6 SYP No.2 end verticals.
WEBS 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) L=3816/0-7-4 (min.0-2-4),G=4475/0-3-8 (min.0-2-10)
Max UpliftL=-176(LC 4),G=-243(LC 4)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
A-L=-363/60,B-O=-4526/200,C-O=-4526/200,C-D=-4526/200,D-P=-4526/200,P-Q=-4526/200,Q-R=-4526/200,
E-R=-4526/200,F-G=-1261/139
'BOTCHORD L-U=-163/3529,U-V=-163/3529,V-W=-163/3529,K-W=-163/3529,K-X=-163/3529,X-Y=-163/3529,Y-Z=-163/3529,
J-Z=-163/3529,I-J=-150/3407,I-AA=-150/3407,AA-AB=-150/3407,H-AB=-150/3407,H-AC=-150/3407,
AC-AD=-1 50/3407,AD-AE=-1 50/3407,G-AE=-1 50/3407
WEBS B-L=-4576/212,B-K=0/1 536,B-J=-50/1325,D-J=-796/135,E-J=-67/1488,E-H=0/1 552,E-G=-4418/195
�NOTES (11-12)
i 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-I 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.
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)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101mph;TCDL=4.2psf,BCDL=6.Opsf,h=20ft;Cat.11;Exp B;Encl.,GCpi=0.18;
MWFRS(envelope);Lumber DOL=1.33 plate grip DOL=1.33
4)This truss has been designed for basic load combinations,which include cases with reductions for multiple concurrent live loads.
5)Provide adequate drainage to prevent water ponding.
6)Concentrated loads from layout are not present in Load Case(s):#3 IBC BC Live,#4 MVVFRS Wind Left;#5 MWFRS Wind Right;#6
MWFRS Wind Left Positive;#7 MWFRS Wind Right Positive;#8 MWFRS 1 st Wind Parallel;#9 MWFRS 2nd Wind Parallel;#10
MWFRS 3rd Wind Parallel;#11 MWFRS 4th Wind Parallel;#12 MWFRS 1st Wind Parallel Positive;#13 MWFRS 2nd Wind Parallel
Positive;#18 MWFRS Wind Left Positive+Regular;#19 MWFRS Wind Right Positive+Regular;#20 MWFRS 1st Wind Parallel
Positive+Regular;#21 MWFRS 2nd Wind Parallel Positive+Regular.
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 20.0psf 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 176 lb uplift at joint L and 243 lb uplift at
joint G.
10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)222 lb down and 19 lb up at 1-1-1,
224 lb down and 20 lb up at 3-1-1,272 lb down and 24 lb up at 5-1-1,372 lb down and 33 lb up at 7-0-12,203 lb down and 18 lb up
at 9-0-12,173 lb down and 15 lb up at 11-0-12,200 lb down and 18 lb up at 13-0-12,197 lb down and 17 lb up at 15-0-12,197 lb
down and 17 lb up at 17-0-12,and 197 lb down and 17 lb up at 19-0-12,and 987 lb down and 87 lb up at 20-10-8 on top chord,and
19 lb down and 9 lb up at 0-1-12,346 lb down at 1-2-4,346 lb down at 2-6-4,346 lb down at 3-10-4,346 lb down at 5-2-4,346 lb
down at 6-6-4,346 lb down at 7-10-4,346 lb down at 9-2-4,346 lb down at 10-6-4,346 lb down at 11-10-4,346 lb down at 13-2-4,
346 lb down at 14-6-4,346 lb down at 15-10-4,346 lb down at 17-2-4,and 346 lb down at 18-6-4,and 346 lb down at 19-10-4 on
Con04dQd1c*pa@eMhe design/selection of such connection device(s)is the responsibility of others.
- . -I T----- -- ---- - - - '�Ply 373 utimi ST.-bbDARO RES,--DURHAM
i Job russ Truss Type Qty
�142985145 RG01 SPECIAL 1 2
— '1 Job Reference(optional)
ProBuild Eas(Pooler,GA 7.330 s Feb 17 2012 MiTek Industries,Inc. Tue Oct 09 17:12:38 2012 Page 21
ID:ikUDrPz2OUyK?Pd2MgU3ZoyV6vl-G1 clavvyuzAJxTIBNEcBoZEz—OigjbWqbzpVJTyV5Q�
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 ofthe 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
1)Regular:Lumber Increase=1.00,Plate lncrease=1.00
Uniform Loads(plf)
Vert:A-F=-44,G-L=-20
Concentrated Loads(lb)
Vert:L=-12 C=-1 76 F=-854[=-276(F)B=-235 K=-276(F)J=-276(F)H=-276(F)M=-1 92 N=-1 94 O=-322 P=-1 50 Q=-1 73 R=-1 70 S=-170 T=-1 70 U=-276(F)V=-276(F)
W---276(F)X=-276(F)Y=-276(F)Z=-276(F)AA=-276(F)AB=-276(F)AC=-276(F)AD=-276(F)AE=-276(F)
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: 42-985145
Fax: Page: I
q_ Date: 10/09/12 17:17:02
Project: 42985145 Block No:
Model: DODARO ADDITION Lot No-:
t Account No: 000000032
Contact: Site: Office: Deliver To:
Name: 373 12TH STREET Designer:
Phone: Salesperson: CHUCK BOLLINE
Quote Number:
Fax:
ATLANTIC BEACH,FL i P.O.Number:
Qty: Truss ld: Span: I Truss Type: Slope Reactions:
27-00-00 Joint B Joint F
15 A01 COMMON 1.00! 1108.91 1103.65
-78.09 -77.31
27-00-00 Joint B Joint G Joint I
3 A01A
�COMMON 5.00 591.57 28810 1293.00
-68.42 -35.31 -2379
27-00-00 Joint B Joint F
3 A02 ICOMMON 5.00� 1108.91 1103.65
-78.09 -77.31
27-00-00 Joint B Joint G Joint I
593.02 290.86 1287.66
A02A COMMON 5.001
-68.30 -35.45 -24.10
27-00-00 Joint B Joint G
3 A03 HIP 5.001 1105.45 1105.45
J -66.54 -W54
27-00-00 Joint B Joint G Joint I
A03A HIP 5.0011 602.78 255.45 1321.02
-66.38 -33.38 -19.68
27-00-00 Joint B Joint H
2 A04 HIP 5.00 1105.45 1105.45
-60.16 -80.16
27-00-00 Joint B Joint H Joint J
A04A
HIP 5.00 602.43 270.50 1284.79
-63.94 -33.18 -47.14
27-00-00 Joint B Joint H Joint K
A04B 5.00 558.34 451.52 1264.67
HIP
-64.67 -155.19 -181.18
27-00-00 Joint B Joint F
2 A05 5.00� 2053.02 2053.05
HIP
-333,60 -337.28
27-00-00 Joint B Joint F Joint H
A05A HIP 51.0 0 952.50 437.79 2614.26
-173.03 -82.38 -398.07
t
27-00-00 Joint 8 Joint F Joint I
A05B 871.99 641.35 2626.76
HIP 5.00
-150.17 -245.66 -628.46
27-00-00 Joint B Joint J
�3 3.00�
13 1301 1104.33 1104.33
SCISSORS
1.50i -131.85 -131.85
01-00-00 Joint B Joint C Joint D
270.57 58.68 19.17
16 Cil JACK 5.00
-96.63 -3.06
-122.70
03-00-00 Joint B Joint C Joint D
6 1 1 CJ3 'JACK 5.001 269.09 36.60 55.83
-96.89 -19.61 -8.93
05-00-00 1 Joint B Joint C Joint D
16 CJ5 JACK 5.00 323,52 102,06 95,83
-100.75 -48.53 -15.32
07-00-00 Joint B Joint C Joint D
1 EJ7 JACK 5.00
2 392Z3 155.47 121.41
-61.11
-50.78
-00 Joint A Joint B Joint C
07 -00
8 E
J7A JACK 5.00:! 246.21 165.52 124.25
-4.66 -64.04
Joint B Joint C Joint D
07-00-00
3 EJ7P JACK 5.00 389.47 145.03 135.69
.............
-111.61 -59.71 -28.89
09-10-13 Joint B Joint D Joint E
8 HJ7 MONO TRUSS 3.54 487.21 167.29 289.31
-219.90 -73.78 -101.48
To: Reaction
DURHAM Job Number: 42985145
Fax: Pagei 2
Project: 42985145 Block No Date: 10/09/12 17:17:04
Model: DODARO ADDITION Lot No:
Contact: Site: office:-- Deliver To: Account No: 000000032
Designer:
Name: 373 12TH STREET
Phone: Salesperson: CHUCK BOLLINE
Fax- Quote Number:
P.O.Number:
ATLANTIC BEACH,FL
Qty: Truss Id: Span: Truss Type: Si
Reactions:
21-00-04 0.001 Joint G Joint L
4475.34 3815.71
RG01 SPECIAL
-243.47
- -176.04
JANUARY 1, 2009 T-BRACE I-BRACE DETAIL ST - T-BRACE
MiTek Industries,Chesterfield,MO Page I of 1
V 'F
Note:T-Bracing/I-Bracing to be used when continuous lateral bracing
is impractical.T-Brace/I-Brace must cover 90%of web length.
Note:This detail NOT to be used to convert T-Brace I-Brace
webs to continuous lateral braced webs.
MiTek Industries,Inc.
Nailing Pattern
Brace Size
T-Brace size Nail Size Nail Spacing for One-Ply Truss
IIA or 1x6 10d 8"o.c.
Specified Continuous
2A or 2x6-or-2x8 16d__ 8"o.c.
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 2A I A T-Brace 11 A(*) I-Brace
2x6 1 x6 T-Brace'2x6 I-Brace
t
M M T-Brace M I-Brace
Nails
Brace Size
for Two-Ply Truss
Specified Continuous
Rows of Lateral Bracing
SPACING
Web Size 1 2
2x3 or 2A
2A T-Brace '2x4l-Brace
2x6 2x6 T-Brace
2x6 I-Brace
WEB i I i
M i I
M T-Brace MI-Brace
T-BRACE
Nails Section Det il
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 A or 1 x6 SYP braces must be stress
Web rated boards with design values that are equal to(or better)the truss web
I-Brace
design values.
For SYP truss lumber grades up to#2 with 1 X_bracing material, use IND 45 for T-Brace/1-Brace
For SYP truss lumber grades up to#1 with 1 X_bracing material, use IND 55 for T-Brace/1 Brace�
Nails
JANUARY 1, 2009 L-BRACE DETAIL ST - L-BRACE
__1 MiTek Industries,Chesterfield,MO Page 1 Of 1
MiTek Industries,Inc.
Nailing Pattern Note: L-Bracing to be used when continuous
L-Brace size- -7- lateral bracing is impractical. L-brace
Nail Size Nail Spacing
1A or 6 must cover 90%of web length.
10d 8"o.c.
2x4,6,or 8 16d 8"o.c.
Note:Nail along entire length of L-Brace L-Brace Size
for One-Ply Truss
(On Two-Ply's Nail to Both Plies)
Specified Continuous
Rows of Lateral Bracing
Web Size 1 2
Nails - — - I I --
2x3 or 2x4 1 A
2x6 1X6
M M
DIRECT SUBSTITUTION NOT APLICABLE.
SPACING
WEB
L-Brace Size
for Two-Ply Truss
L-BRACE
Specified Continuous
Rows of Lateral Bracing
2
We b Size
2X3 or 2x4 2x4
2x6
2x6
M M
DIRECT SUBSTITUTION NOT APLICABLE.
Nails Section Detail
L-Brace
Web
L-Brace must be same species grade(or better)as web member.
MARCH 12, 2009 WEB BRACING RECOMMENDATIONS ST-WEBBRACE
(R) MiTek Industries,Chesterfield,MO Page I of 1
MAXIMUM TRUSS WEB FORCE(lbs.)(See note 7)
BRACE
24"O.C. 48"O.C. 72 C.C.
BAY SIZ�
BRACING MATERIAL TYPE BRACING MATERIAL TYPE BRACING MATERIAL TYPE
MiTek Industries,Inc. A B C D A B C D C D
--- t -- - I I - - ..- --- i
101-01, 1610 1886 1886
2829
12-4- 1342 1572 1572 2358 31-43 3143 4715 -4715- 7074--
14--W 1150 1347 1347 2021
11 1006 1179 1179 1 1768 235 8 2358 3536
18'-0" 894 1048 1048 1572 3143 47 15
2829
----------------------
21 805 943 943 1414 1886 1886
Bay size shall be measured in between the centers of pairs of diagonals.
GENERALNOTES
TYPE BRACING MATERIALS I.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 SYP 2,THESE CALCULATIONS ARE BASED ON LATERAL BRACE CARRYING 2%OF THE WEB FORCE.
A 3. DIAGONAL BRACING MATERIAL MUST BE SAME SIZE AND GRADE OR BETTER,AS THE LATERAL BRACE
-OR- MATER AL,AND SHALL BE INSTALLED IN SUCH A MANNER THAT IT INTERSECTS WEB MEMBERS
1 X 4#2 SRB(DF,HF,SPF) AT APPIROX 45 DEGREES AND SHALL BE NAILED AT EACH END AND EACH INTERMEDIATE TRUSS WITH 2-8d
i FOR 1x4 BRACES,2-10d 13")FOR 2:0 and 2x4 BRACES,AND 3-10d(0,131"x3")FOR 2x6 BRACES,
4.CONNECT LATERAL BRACE TO EACH TRUSS WITH 2-8d i NAILS FOR 1.4 LATERAL BRACES,
2-1Dd(0.131')Z-)NAILS FOR 2)0 and 2x4 LATERAL BRACES,AND 3-IDd i FOR 24 LATERAL BRACES.
B 2 X 3 Ill STD,CONST(SIPF,DF,HF,OR SYP) 5. 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
DSB-89 TEMPORARY BRACING OF ETAL PLATE CONNECTED WOOD TRUSSES AND BCSI I
C 2 X 4#3,STD,CONST(SPF,DF,HF,OR SYP) GUIDE TO GOOD PRACTICE FOR HMANDLI INSTALLING&BRACING OF METAL PLATE CONNECTED
WOOD TRUSSES.JOINTLY PRODUCED BY WOOD TRUSS COUNCIL OF AMERICA and TRUSS PLATE INSTITUTE.
—sbondustry�m and w—ti
D 2 X 6#3 OR BETTER(SPI DF,HF,OR SYP) 7. REFER TO SPECIFIC TRUSS DESIGN DRAWING FOR WEB MEMBER FORCE.
TABULATED VALUES ARE BASED ON A DOL 1.15
FOR STABILIZERS:
FOR A SPACING OF 24'O.C.ONLY,MITEK'STABILIZER"TRUSSBRACING SYSTEMSCAN BE
SUBSTITUTED FOR TYPE A,B.C AND 0 BRACING MATERIAL.DIAGONAL BRACING FOR STABILIZERS
ARE TO BE PROVIDED AT BAY SIZE INDICATED ABOVE.WHERE DIAPHRAGM BRACING IS REQUIRED
AT PITCH BREAKS.STA ILIZERS MAY BE REPLACED WITH WOOD BLOCKING.SEE"STABILIZER'
TRUSS BRACING INSTABLLATION GUIDE AND PRODUCT SPECIFICATION.
DIAGONAL BRACE
Y CONTINUOUS LATERAL
RESTRAINT
2-10d NAILS
(SEE NOTE 4)
/J)
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 roof system.The method shown here is just one
method that can be used to provide stability against web buckling.
JANUARY 1, 2009 Standard Gable End Detail ST-GE130-001
(RD MiTek Industries,Chesterfield,MO Page 1 of 2
Typical x4 L-Brace Nailed To ------
2x Verticals W/10d Nails,6"o.c.
Vertical Stud
(4)-16d Common
Vertical Stud Wire Nails
DIAGONAL
ACE
MiTek Industries, Inc. 16d Common
Wire Nails
DIAGONAL BRACE SECTION B-B Spaced 6"o.c.
4`0"O-C.M
AX 1 (2)-1 Od Common
---2x6 Stud or
TRUSS GEOMETRY AND CONDITION" Wire Nails into 2x6 2x4 No.2 of better
SHOWN ARE FOR ILLUSTRATION ON[
Typical Horizontal Brace
Nailed To 2x Verticals
12 1 —
w/(4)-10d Common Nails
SECTION A-A 2x4'Stud
A1 Varies to Common Truss
SEE INDIVIDUAL MITEK ENGINEERING PROVIDE 2x4 BLOCKING BETWEEN THE FIRST
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.
3x4
B
(4)-8d NA14S MINIMUM,PLYWOOD
I�1111/1117
SHEATHING TO 2x4 STID SPF BLOCK
Diagonal Bracing L-Bracing Refer
Refer to Section A-A to Section B-B
24"Max� Roof Sheathing-----
NOTE
1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS.
2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND
WALL To BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 1'3;'
(2)-19Idl,
3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. Max.
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT X \ , (2)-lOdNAILS
BRACING OF ROOF SYSTEM. x
4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES:I x4 SRB
OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6"O.C.
1 5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF
jrius�es @ 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)1 Od NAILS THROUGH 2x4.
x6 DIAGONAL BRACE SPACED 48"O.C.
(REFER TO SECTION A-A) Diag. Brace
7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240. )/ \X ATTACHED TO VERTICAL WITH(4)-16d
8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. at 1/3 point COMMON WIRE NAILS AND ATTACHED
9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR if needed TO BLOCKING WITH(5)-10d COMMONS.
TYPE TRUSSES.
End Wall HORIZONTAL BRACE
(SEE SECTION A-A)
2 DIAGONAL
Minimum Stud Without 1x4 2x4 DIAGONAL BRACES AT
BRACE
1 Stud Size 'Spacing Brace IL-Brace L-Brace
1/3 POINTS
Species
and Grade
Maximum Stud Length
6
I 2x4 SPF Std/Stud 1 12"O.C. 4-0-7 -4-3-2 6-0-4 EI-0-15 12-1-
1: 2x4 SPF Std/Stud 16"O.C. 3 3-8-4 1 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
X 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 1 Od common wire nails 8in D.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 11 BUILDING
EXPOSURE 6 or C
ASCE 7-98,ASCE 7-02,ASCE 7-05 i STUD DESIGN IS BASED ON COMPONENTS AND CLADDING.�
DURATION OF LOAD INCREASE:1.60 1 CONNECTION OF BRACING IS BASED ON MWFRS.
JANUARY 09 Standard Gable End Detail SHEET2
1, 20
(R) MiTek Industries,Chesterfield,MO Page 2 of 2
f- ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD
Trusses @ 24" o.c.
1�j HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48"O.C.
(SEE SECTION A-A) ATTACHED TO VERTICAL WITH(4)-16d
COMMON W RE NAILS AND ATTACHED
MiTek Industries,Inc. Roof Sheathing TO BLOCKING WITH(5)-1 Od COMMONS.
1'4'
j
Max.
IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR
THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE NAIL DIAGONAL BRACE TO
PURLIN WITH TWO 16d NAILS
CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE
,TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT to
MAY RESULT FROM THE BRACING OF THE GABLE ENDS
2X 4 PURLIN FASTENED TO FOUR TRUSSES
WITH TWO 16d NAILS EACH.FASTE URLIN
NP
/TWO 16d NAILS(MIN)
X
Diag. Brace
PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES
at 1/3 points X
\ 4 SUPPORTING THE BRACE AND THE TWO TRUSSES
ON EITHER SIDE AS NOTED. TOENAIL BLOCKING
if needed TO TRUSSES WITH(2)-10d NAILS AT EACH END.
ATTACH DIAGONAL BRACE TO BLOCKING WITH
(5)-10d COMMON WIRE NAILS.
T
End Wall
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 IN LAYED STUD
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
ON THE INTERIOR SIDE OF THE STRUCTURE.
9 AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST
STRUCTURAL BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM
GABLE TRUSS
CHORD TO RESIST ALL OUT OF PLANE LOADS.THE BRACING SHOWN
IN THIS DETAIL IS FOR THE VERTICAUSTUDS 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
~
n
�
,
�
-
`
STANDARD PIGGYBACK
JANUARY 1, 2009 TRUSS CONNECTION DETAIL ST-PIGGY-PLATE
11=1 MiTek Industries,Chesterfield,MO Page 1 of 1
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. Attach piggyback truss to the base truss with 3"x8"TEE-LOCK
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"xO.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)
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.
JANUARY 1, 2009 TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WIND2
Page 1 of 1
MiTek Industries,Chesterfield,MO
GENERAL SPECIFICATIONS
1.NAIL SIZE 3"X 0.131 1 Od
2.WOOD SCREW=4.5"WS45 USP OR EQUILIVANT
L 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.
!T- 1T
,F
BASE TRUSSES
VALLEY TRUSS TYPICAL
h
J;
VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS
P !12 OR GIRDER TRUSS
SEE DETAIL
A BELOW(TYP.)
SECURE VALLEY TRUSS
W/ONE ROW OF I Od
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 11 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 LATERAL TOE-NAIL DETAIL ST-TOENAIL
MiTek Industries,Chesterfield,MO Page 1 of I
1.TOE-NAILS SHALL BE STARTED AND DRIVEN AT THE ANGLE SHOWN, BASED ON THE
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(lb/nail)
DIAM. SYP DF HF SPF SPF-S
0 .131 6 SQUARE CUT
1 88 80 9 68 59
z
0 .135 93 85 6
74_ 72 3
162 118 108 93 91 80 SIDE VIEW SIDE VIEW
(2x4,2x6) (2x3)
co
3 NAILS 2 NAILS
(3 .128 84 76 _66- 65 57
Z NEAR SIDE NEAR SIDE
z 0 .131 88 80 69 68 59
W
_j FAR SIDE
-j Lo 106 84
97 82 1 72
NEAR SIDE
C'j .148 FAR SIDE
ecli 7
120 73 67 58 57 50
z
0 84 76 _66 65 57
�1 31 1 88 80 69 68 59
co 72 1
148 1 106 97 84 82
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:;
EXAMPLE: 1-3/16"for 3.5"NAIL
(3)-16d NAILS(.162"diam.x 3.5")WITH SPF CHORD SPECIES L
For load duration increase of 1.15:
3(nails)X 91 (lb/nail)X 1.15(DOL) 314 lb Maximum Capacity
45 DEGREE ANGLE
VIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ON Y_
BEVEL CUT
L
SIDE VIEW
(2x3,2x4)
2 NAILS
45.001
i NEAR SIDE
45.001 NEAR SIDE
SIDE VIEW
(2x6)
1-112"for 3"NAIL 3 NAILS
5/
1-
/5/8"for 3.25"NAIL NEAR SIDE
1-3/4"for 3.5"NAIL
NEAR SIDE
NEAR SIDE
FEBRUARY 19, 2009 UPLIFT TOE-NAIL DETAIL ST-TOENAIL UPLIFT
MiTek Industries,Chesterfield,MO Page 1 of 1
------ THIS DETAIL SHALL BE USED FOR A CONNECTION RESISTING
-IF UPLIFT FORCES ONLY.BUILDING DESIGNER IS RESPONSIBLE
J1-_ 'I FOR LOADS IN OTHER DIRECTIONS.
MiTek Industries,Inc.
END VIEW
SIDE VIEW
�0.00-
TOP PLATE
OF WALL 1-,FOR 3"NAIL
NEAR SIDE 1-1/16"FOR 3.25"NAIL
NEAR SIDE L
1-3/1611 FOR 3.5"NAIL
VIEWS SHOWN ARE FOR
FAR SIDE ILLUSTRATION PURPOSES ONLY
TOE-NAIL WITHDRAWAL VALUES PER NDS 2005(lb/nail)
DAM. T- SYP DF HIF SPF SPF-S
la .131 59 = f NOTES:
46 32 30 20
Z � - --- ___ 1 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES
o .135 60 48 33 20
30 WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE
.162 72 1 58 39 37 25 NAIL FROM THE MEMBER END AS SHOWN.
2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF
4- - NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING
iI ___ - F
128 4 42 28 27 ig OF THE WOOD.
Z 5
28 19 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH
z 0 .131 55 43 29
W _J LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN
1 in .148 62 48 34 31
_j cli 21 THE CONNECTION.
vi
z
.120 51 39 27 26
17
z i
0 .128 49 38 26 25 17
_j
131 51 39 1 27 26 17
7 44 31 28 20
"�0_4 1 .1 48 5
VALUES SHOWN ARE CAPACITY PER TOE-NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
(3)-16d NAILS(A 62"diam.x 3.5")WITH SPF SPECIES TOP PLATE
For Wind DOL of 1.33:
3(nails)X 37(lb/nail)X 1.33(DOL for wind)=148 lb Maximum Allowable Uplift Reaction Due To Wind
For Wind DOL of 1.60:
3(nails)X 37(lb/nail)X 1.60(DOL for wind)=177 lb 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
JANUARY 1, 2009 BEARING BLOCK DETAIL ST-BLCK1
(RD REFER TO INDIVIDUAL TRUSS DESIGN MiTek Industries,Chesterfield,MO Page 1 of 1
L FOR PLATE SIZES AND LUMBER GRADES
IMPORTANT
This detail to be used only with one ply trusses
with a D.O.L. lumber increase of 1.15 or higher.
Trusses not fitting these criteria should be examined individually.
MiTek Industries,Inc.
0-3-8 ACTUAL BEARING SIZE
BEARING BLOCK
BOTTOM CHORD SIZE LUMBER ALLOWABLE BEARING BLOCK&WOOD BEARING ALLOWABLE LOADS
AND GRADE REACTION ALLOWABLE LOADS
NAILING PATTERN (lb) ALLOWABLE LOAD(lb) TOTAL EQUIVALENT BEARING LENGTH
SYP 2966 975 3941 0-4-10
2x4 BOTTOM CHORD
2 ROWS @ 3-O.C. DF 3281 892 4173 0-4-7
(8 TOTAL NAILS) HF 2126- 772 2898 0-4-1 2
SPF 223 1 i 754 2985 0-4-11
SYP 2966 1462 1 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)
2231 1131 3362 0-5-4
SPF
2966 1950 4916
SYP 0-5-12
2x8 BOTTOM CHORD 281
DF 3 1784 5065 0-5-6
4 ROWS @ 3"O.0 HF 2126 1545 3671 0-6-0
(16 TOTAL NAILS)'
2231 1508 37 0-5-13
SPF
CASE 2
liCASE1
4"MINIMUM I r
HEEL HEIGHT
BRG BLOCK TO BE SAME
12-BLOCK SIZE,GRADE,8,SPECIES
AS EXISTING BOTTOM CHORD. i 12"BLOCK
APPLY TO ONE FACE OF TRUSS.
NOTES:
1 1.USE LOWER OF TOP PLATE OR TRUSS WOOD SPECIES.
23HE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH
AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3.NAILS DESIGNATED ARE 1 Od(.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.
4)
0 7t: E
0 E :3
> E 0 . Li
z -0 -00
2
-D 10 C)76
a- n
A) NEI E a)
(D 0 0
0 zE :E
i!b E 0 A 2 -6 e RL-6 f A
E - U- - L) 0 �= 's 0 U ID
'a r -a u 2 t8
D -0 00
P2 4)2� r,-.0 ld) A. .0
V_,5 0 f 0 p E E -cc
0 C) 64) ow 0 V
r
U -0>- a 0 c-a m Pu t C)
4) 0 '2 00 c uu
9�o Da
.9 2g cc) sl P.0 od c E
-g
0
c '020s) 00.30= 0 .6
0 02 E-0 C3 ::G 0 0
o J? .2 zo, -0 o < 1) 'o o"b 0 0= -0 a .0
od '6 Id C=
0),o -4>
0 -0,5 .0
12.12 i 0,6>, :2,0 Co r o a) -d) 0 E c 0)0 'we
U 0 _U R_8 j r - - E a!q -aw
%elD U MO
d -Z5 -6 4; d
2 rg t 2 �o o E '50 .4)'a '5
a- -d 0- ur c 4)-
in _ "5 'o -8.W 0
9 85-
a- Z''a 0 r- Z::c n 4).0 no ro!!! E .5-6 ou
0 0 0 Q 0 0 c c R-0 g:g !6 oDr D� cr 0)
E 0 0- c S� �.S? T.G =0 > iz
d) LL 0 2 x 0.0- '073 0 -6 0. .6 0 .6"Fb
CIRO? 00 -9-0 0 6 E P E 0 -4 '2 -Nm 9? U _0 -0
0 go 130 oz 0 C r c F=
CLO c z -b 0 0
0 4) 762 -rj 75 M 'a) 0 CD M.- SO
4- (M -a-
a 0 2 E -aa .01 a D CL c
10 r
E Cr 0 0 Z e
- 4) R a. j o 3: a
"OF g �7 0 - a 0 E 0
-R-6 E 0 10� _S� E r p Q: 0 U 0
5 E U 4) -d 0 au :6 E 8 0) CL F $ - .1.0 R
I Z6 u 3, 0 0 4)2
'103 4) c a u >
u GM Q<
El
cq H cd 0: cs -Z C4 cli 4
C�:
040HO dOl
Lo
LU
E c
C.)
10
0 LU @_ 0
99
CD
c ui so
u CL c)
00! UA
0
0
tn MA
C)
L z
ua > C4 , ol
0
V-9 w LU
LzM N<
0 Cc',))"o-:z
(L C13 WE UA
OP 0 o in 00
2 F.0 3: 0 &-�& -
su uj cli
E z z
age- <j
U
CD
ze 2 Go
=!!f In
9-M 00 0 ju 0
0 ux W-
GN0H:D dOl z a, U
UZJ-0
P-5
.�.Q - 6
a c- n 02 4--tM
c 0 4) Lo) :2 T; D.c
a) 0 3:t .0 0 Z5 c E�d ,
16 0
C -0 0..6 0 2 . '�U
z 0:9 :F vs L R.G a) -0.9
Lle 0 r 0 0)
o.2.9
0 E
0 4) - 0)
P S4 Q C QL�5 2.q 0.2
C .8 *u
L
t E Q.9 -013 E 0 C .90 0 W 0
0.- a) 0 4) .2-0 0
4)-cc b:;.o t 0 -4) C - 2 .9 C-0 2 0,0:2
--- - o E h D 0 0 z -6 0.9 0 0 co
-9 0 C- 0 Z. 2 E u CL 0 00-66 0,-:ru-,b 2
0 b'D (D�C -0 c 4) 00 Q.3:_0 Cc:2 0)-0
0 40, C14- C.4 -0 (A-0-0 C CL.G 0
24) C
C Aiv Ea ti S.R
0-- 0
a 24- V 42 C U 0) clo () 0
4) 0 C 0 a) 0 ro-
3 C 0 40
z 0 CL:5.0 `4 E 0 23:
4)tp.g R-s Aa cr S Br 4) Moc sco
U00< 0 CL E 0 '0
2'QL 0 4) OCURU -am
00 Xl -0 0
Z t__ D
0 c .9.0 O!L- -0 -60 C).2 0ti I
0 z w C()C
P 00 0
C 13L
0 - 0 C
.( U 000
u v Z; 0
00 lu c O.S C)
E otu
tu
I- ui 19
tz co
D_ .6
z Ln
<
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
DIM)`
Application Number . . . . . 12-00001692 Date 3/20/13
Property Address . . . . . . 373 12TH ST
Application type description RESIDENTIAL ADDITION
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 417000
----------------------------------------------------------------------------
Application desc
ADDITION
----------------------------------------------------------------------------
Owner Contractor
------------------------
------------------------
DODARO, NICHOLAS & CATHY PHILLIPS BUILDERS LLC
373 12TH STREET 1250 SELVA MARINA CIRCLE
ATLANTIC BEACH FL 322335537 ATLANTIC BEACH FL 32233
(904) 349-2999
--- Structure Information 000 000 ADDITION
Construction Type . . . . . TYPE 5-B
Occupancy Type . . . . . . RESIDENTIAL
Flood Zone . . . . . . . . ZONE X
----------------------------------------------------------------------------
Permit . . . . . . MECHANICAL GAS PIPE PERMIT
Additional desc . .
Sub Contractor . . PROGASCO, CORP.
Permit Fee . . . . 85 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 9/16/13
----------------------------------------------------------------------------
Special Notes and Comments
Roll off container company must be on City approved list
and container cannot be placed on City Right-of-Way.
(Approved: Advanced Disposal, Realco, Shappelle ' s and Waste
Management . )
2010 FLORIDA BUILDING CODE, 2008 NATIONA1 ELECTRIC CODE
FOR AN APPROVED FINAL MECHANICAL A/C INSPECTION, A STICKER
SHALL BE INSTALLED ON THE AHU TO VERIFY THAT DUCTS HAVE
BEEN SEALED, A CERTIFICATION SHALL BE ON SIGHT FOR THE
INSPECTOR STATING THAT THE A/C SYSTEM PASSED THE "AIR BLAST
INSPECTION" FROM AND INDEPENDENT TESTING AGENCY.
*REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING
DEPARTMENT IMMEDIATELY.
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 E� 2 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CIT1S@NAA1MRERV&DtRW;W HE FLORI& 0 0
BUILDING CODES.
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
Page 2
Application Number . . . . . 12-00001692 Date 3/20/13
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 8S . 00 85 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Other Fee Total 4 . 00 4 . 00 . 00 . 00
Grand Total 89 . 00 89 . 00 . 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
-73 12 ;1 _S7 PERMIT# 41-
JOB AiDDRESS: -9/ -
PROJECTVALUE $ ARI#
REQUIRED
NEW 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
REPLACEMENT 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
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
9 Vented Wall Furnaces Refrigerator Condenser BTU's
#Water Heaters Solar Collection Systems
Tanks (gallons) (1) 4W03.4
Wells
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 1 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 Phone Number
Mechanical Company. �%5�14-Y60 6/y —Office Phone Fax
City __3-AX State zip -7,�-7-72
Co. Address: 7:70F Ai1*'6A1 A a $-: — —
License Holder (Print): _,oi-1d1411,A1 Ztlel State Certification/Registration# 9�pl 71V
Notarized Signature of License Holder
e day
0
SARLEN
C%j%.j1Fj!CN?DD 957760
FeSh Vore Notary P
Bonded Thai Notary PLjb�jr�Underwriters
SS CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5814
Application Number . . . . . 12-00001692 Date 3/28/13
Property Address . . . . . . 373 12TH ST
Application type description RESIDENTIAL ADDITION
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 417000
----------------------------------------------------------------------------
Application desc
ADDITION
----------------------------------------------------------------------------
Owner Contractor
------------------------ ------------------------
DODARO, NICHOLAS & CATHY PHILLIPS BUILDERS LLC
373 12TH STREET 1250 SELVA MARINA CIRCLE
ATLANTIC BEACH FL 322335537 ATLANTIC BEACH FL 32233
(904) 349-2999
--- Structure Information 000 000 ADDITION
Construction Type . . . . . TYPE 5-B
Occupancy Type . . . . . . RESIDENTIAL
Flood Zone . . . . . . . . ZONE X
----------------------------------------------------------------------------
Permit . . . . . . MECHANICAL HVAC PERMIT
Additional desc CHANGEING ALL DUCT WORK
Sub Contractor HOKE KELLER HEATING & AC INC
Permit Fee . . . . 119 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 9/24/13
----------------------------------------------------------------------------
Special Notes and Comments
Roll off container company must be on City approved list
and container cannot be placed on City Right-of-Way.
(Approved: Advanced Disposal, Realco, Shappelle ' s and Waste
Management. )
2010 FLORIDA BUILDING CODE, 2008 NATIONAl ELECTRIC CODE
FOR AN APPROVED FINAL MECHANICAL A/C INSPECTION, A STICKER
SHALL BE INSTALLED ON THE AHU TO VERIFY THAT DUCTS HAVE
BEEN SEALED, A CERTIFICATION SHALL BE ON SIGHT FOR THE
INSPECTOR STATING THAT THE A/C SYSTEM PASSED THE "AIR BLAST
INSPECTION" FROM AND INDEPENDENT TESTING AGENCY.
*REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING
DEPARTMENT IMMEDIATELY.
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 3 . 06
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITYSWWi�AkWLCUEAR;PADMk&4AA91�HE FLOR13X 06
BUILDING CODES.
C,
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
Page 2
Application Number . . . . . 12-00001692 Date 3/28/13
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 119 . 00 119 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Other Fee Total 6 . 12 6 . 12 . 00 . 00
Grand Total 125 . 12 125 . 12 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITV 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
-73 /C?' +�l 5� -
JOB ADDRESS: :�' PERMIT# _A0 2-
PROJECT VALUE $ ARI# (e
REQ UIRED
NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION
Air Conditioning: Unit Quantity Tons Per Unit 1.5 / 3
Heat: Unit Quantity BTU's Per Unit 3j�2,vO Seer Rating—
Duct Systems: Total CFM I a cio REQ UIRED
REPLACEMENT 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
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: P9,,21Cc� 0_( Lk
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 -Phone Number Z�j cy- 7 qqfq
Mechanical Company, 4z jj�e, ke,I(,,_c I -a Office Phone�15-q-5Wax
Co. Address: 2=7_6S� tazLmc, 44WT3city 0, R. StatetL,—Zip 3-LO-?
License Holder(Print): 1,�,Oloe_ 4�d i -- , State Certification/Registration# C 0 C 0 5 A�
Notarized Signature of License Holder 7,4 1�4
RANDI VALLENCOURf ore me this- day c&--\( 20
NODRY a)MMM10N*DD"221'Signature of Notary Public I fj_�_ \10 000 o
PLISM EXPIRES MAY 01 2D14
BONDED THROUGH
RU ROMANCE COMPANY
CERTIFIEDT.
L www.ahridirecary.org -A I
Certificate of Product Ratings
AHRI Certified Reference Number: 5212611 Date: 3/28/2013
Product: Split System: Heat Pump with Remote Outdoor Unit-Air-Source
Outdoor Unit Model Number: PH13NBO36****A
Indoor Unit Model Number: PF4MNBO37
Manufacturer: PAYNE HEATING AND COOLING
Trade/Brand name: PAYNE PH13
Manufacturer responsible for the rating of this system combination is PAYNE HEATING AND COOLING
Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air-Conditioning and Air-Source
Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent, third
party testing:
Cooling Capacity (Btuh): 35200
EER Rating (Cooling): 12.20
SEER Rating (Cooling): 14.00
Heating Capacity(Btuh) @ 47 F: 33200*
Region IV HSPF Rating (Heating): 8.20
Heating Capacity(Btuh) @ 17 F: 20000
Ratings followed by an asterisk(*)indicate a voluntary rerate of previously published data,unless accompanied with a WAS,which indicates an involuntary rerate.
DISCLAIMER
AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for,
the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out ofthe use or performance of the product(s),or the
unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org.
TERMS AND CONDITIONS
This Certificate and its contents are proprietary products ofAHRI.This Certificate shall only be used for individual,personal and confidential reference purposes.
The contents ofthis,Certificate may not,in whole or in part,be reproduced;copied;disseminated;entered into a computer database;or otherwise utilized,in any
form or manner or by any means,except forthe user's individual,personal and confidential reference.
CERTIFICATE VERIFICATION
The information forthe model cited on this certificate can be verified atwww.ahridirectory.org, it "IMP, Air-Conditioning,Heating,
click on"Verify Certificate"link and enter the AHRI Certified Reference Number and the date on
which the certificate was issued,which is listed above,and the Certificate No.,which is listed below. 0%1 so SI and Refrigeration Institute
@2013 Air-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 130089649051847240
Job: 10212
RODRIGUEZ Project Summary Date: Oct 02,2012
energy consuffing 1st floor By: ERIN RODRIGUEZ
Project Information
For. DODARO
12 TH STREET ATLANTIC BEACH, FIL 32233
Notes:
Design Info rmation
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 76 OF
Design TD 29 OF Design TD 16 OF
Daily range L
Relative fiumidity 50 %
Moisture difference 56 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 25175 Btuh Structure 16657 Btuh
Ducts 6062 Btuh Ducts 8250 Btuh
Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh
Humidification 0 Btuh Blower 0 Btuh
pipigg 0 Btuh
Equipment load 31237 Btuh Use manufacturers data n
Rate/swing multiplier 0.97
Infiltration Equipment sensible load 24160 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average
Fireplaces 0 Structure 3028 Btuh
Ducts 2088 Btuh
Heating Coolin Central vent (0 cfm) 0 Btuh
Area (ft2) 2780 27M Equipment latent load 5116 Btuh
Volume(ft3) 26162 26162
Air changes/hour 0.30 0.16 Equipment total load 29276 Btuh
Equiv.AVF (cfm) 129 69 Req. total capacity at 0.70 SHR 2.9 ton
Heating Equipment Summary Cooling Equipment Summary
Make Make
Trade Trade
Model Cond
AHRI ref no. Coil
AHRI ref no- 0 SEER
Efficiency 80AFUE Efficiency
0 Btuh Sensible cooling 0 Btuh
Heating input 0 Btuh
Heating output 0 Btuh Latent cooling
0 OF Total cooling 0 Btuh
Temperature rise 982 cfm
Actual air flow 982 cfm Actual air flow
0.031 cfm/Btuh Air flow factor 0.039 cfrn/Btuh
Air flow factor 0 in H20
Static pressure 0 in H20 Static pressure
Space thermostat Load sensible heat ratio 0.83
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2012-Oct-04 15'.45:50
+ wrightsoft- Pight-SuiteOLJniversal2Ol2l2.0.07RSL)01508 Page2
rs�eiin\Documents\WrightsoftHVACkTerriplate\PHILLIPS-I)ODARO.rup Calc=MA FrontDoorfaces
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5814
-wilt
Application Number . . . . . 13-00002475 Date 4/16/13
Property Address . . . . . . 373 12TH ST
Application type description MECHANICAL GAS PIPING
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0 --------------
-- ----------------------------------------------------------
Application desc
PREFAB FIRE PLACE -----------------------
-----------------------------------------------------
Owner Contractor
------------------------
CONSTRUCTION SERVICES &
DODARO, NICHOLAS & CATHY INNOVATIONS II INC
373 12TH STREET FL 322335S37 1106 KINGS RD
ATLANTIC BEACH NEPTUNE BEACH FL 32266
(904) 759-1003
---------- -----------------------------------------------------------------
Permit . . . . . . MECHANICAL GAS PIPE PERMIT
Additional desc . - 8S . 00 Plan Check Fee . 00
Permit Fee . . . . Valuation . . . . 0
Issue Date . . . .
Expiration Date 10/13/13 -------------------------- -----
------------------------------------STATE MECH DCA SURCHARGE 2 . 00
Other Fees . . . . . . . . . STATE MECH DBPR SURCHARGE 2 . 00
---------- -----------------------------------------------------------------
Fee summary Charged Paid Credited Due
----- ----------- ---------- ---------- ---------- ----------
Permit Fee Total 85 . 00 85 . 00 . 00 . 00
Plan Check Total . 00 * 00 . 00 . 00
Other Fee Total 4 . 00 4 . 00 . 00 . 00
Grand Total 89 . 00 89 . 00 . 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 PERMIT#
JoB ADDRESS: 5
PROJECTVALUEs 999
NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION
Air Conditioning: Unit Quantity Tons Per Unit —
Heat: Unit Quantity BTU's Per Unit Seer Rating REQUIRED
Duct Systems: Total CFM
REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION
ARI#
Air Conditioning: Unit Quantity Tons Per Unit REQ UIRED
Heat: Unit Quantity BTU's Per Unit Seer Rating REQUIRED
Duct Systems: Total CFM
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 Hood-s- 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:
rt
x month period or work is suspended or abandoned for six months.I hereby cc ify that I have read
Permit becomes void if work does not commence within a si
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 regulationconstruction orpeferformance of construction.
�A- t K --;Z lick -,)-Ici q
Phone Number -T —
Property Owners Name 0 ic
Mechanical Company U-,A—JkA)y,)TVirce one Fax j 60
14) city 1/4 State EL zip
Co. Address: 10 i X4 4
License Holder(Print): State Certification/Registration#
Notarized Signature of License Ho e / 20-LI
Swo nd subscribed before in this day of
Ermle G. Gray
Signature of Notary Public
.1�"C0MMjSS10N#EE120254
EXPIRM OCT.23.2015
Zi WWW,AARONNOTARY.COM
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
32233
ATLANTIC BEACH,FL
-5814
INSPECTION PHONE LINE 247
Application Number . . . . . 12-00001692 Date 4/17/13
Property Address . . . . . . 373 12TH ST
Application type description RESIDENTIAL ADDITION
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 417000 -----------------------
-----------------------------------------------------
Application desc
ADDITION ---------------
------------------------------------
Owner Contractor--------------
----------
----- ------------------ PHILLIPS BUILDERS LLC
DODARO, NICHOLAS & CATHY 1250 SELVA MARINA CIRCLE
373 12TH STREET FL 322335537 ATLANTIC BEACH FL 32233
ATLANTIC BEACH (904) 349-2999
--- Structure Information 000 000 ADDITION
Construction Type . . . . . TYPE S-B
occupancy Type . . . . . . RESIDENTIAL
Flood Zone . . . . . . . . ZONE X ---------------
---------- --------------------------------------------------
Permit . . . . . . MECHANICAL HVAC PERMIT
Additional desc CHANGEING ALL DUCT WORK C
Sub Contractor HOKE KELLER HEATING & AC IN
119 . 00 Plan Check Fee . 00
Permit Fee . . . . Valuation . . . . 0
Issue Date . . . . 3/28/13
Expiration Date . . 9/29/13 --------------------------------
-------------------------------------------
Special Notes and Comments t be on City approved list
Roll off container company mus
and container cannot be placed on City Right-of-Way.
(Approved: Advanced Disposal, Realco, Shappelle ' s and Waste
Management . )
2010 FLORIDA BUILDING CODE, 2008 NATIONAl ELECTRIC CODE
FOR AN APPROVED FINAL MECHANICAL A/C INSPECTION, A STICKER
SHALL BE INSTALLED ON THE AHU TO VERIFY THAT DUCTS HAVE
BEEN SEALED, A CERTIFICATION SHALL BE ON SIGHT FOR THE
INSPECTOR STATING THAT THE A/c SYSTEM PASSED THE "AIR BLAST
INSPECTION" FROM AND INDEPENDENT TESTING AGENCY.
*REPORT ANY UNFORSEEN STRUCTURAL DAMAGE To THE BUILDING
DEPARTMENT IMMEDIATELY.
WINDOW AND DOOR INSPECTION:
*INSTALLATION INSTUCTIONS REQUIRED
*ALL STICKERS ARE To REMAIN ON THE WINDOWS
*PROVIDE ACCESS TO ALL WINDOWS TO INSPECT-FASTENERS-------------------
------------------------------------------ ---- -credited Due
Fee summary Charged Paid
- -F - H (WIDA
PERMIT IS-AppROVEIT ONLy-IN-ACC(YRDANC`C VVM-ALT,-CITY_6CX_CLX?qf14ff 1WACH 61iD ��A SAND C E FL
BUILDING CODES.
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
Page 2
Application Number 12-00001692 Date 4/17/13
Permit Fee Total 119 . 00 119 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 119 . 00 119 . 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
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
Application Number . . . . . 12-00001692 Date 5/21/13
Property Address . . . . . . 373 12TH ST
Application type description RESIDENTIAL ADDITION
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 417000
----------------------------------------------------------------------------
Application desc
ADDITION
----------------------------------------------------------------------------
Owner Contractor
------------------------ ------------------------
DODARO, NICHOLAS & CATHY PHILLIPS BUILDERS LLC
373 12TH STREET 12SO SELVA MARINA CIRCLE
ATLANTIC BEACH FL 322335537 ATLANTIC BEACH FL 32233
(904) 349-2999
--- Structure Information 000 000 ADDITION
Construction Type . . . . . TYPE 5-B
Occupancy Type . . . . . . RESIDENTIAL
Flood Zone . . . . . . . . ZONE X
----------------------------------------------------------------------------
Permit . . . . . . ELECTRICAL PERMIT
Additional desc NEW 300AMP SVC
Sub Contractor KNIGHT ELECTRIC LLC
Permit Fee . . . . 145 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 11/17/13
----------------------------------------------------------------------------
Special Notes and Comments
Roll off container company must be on City approved list
and container cannot be placed on City Right-of-Way.
(Approved: Advanced Disposal, Realco, Shappelle ' s and Waste
Management . )
2010 FLORIDA BUILDING CODE, 2008 NATIONA1 ELECTRIC CODE
FOR AN APPROVED FINAL MECHANICAL A/C INSPECTION, A STICKER
SHALL BE INSTALLED ON THE AHU TO VERIFY THAT DUCTS HAVE
BEEN SEALED, A CERTIFICATION SHALL BE ON SIGHT FOR THE
INSPECTOR STATING THAT THE A/C SYSTEM PASSED THE "AIR BLAST
INSPECTION" FROM AND INDEPENDENT TESTING AGENCY.
*REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING
DEPARTMENT IMMEDIATELY.
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 . 18
PERMIT IS APPROVED ONLt' IN ACCORDANCE WITH ALL CITISdVa)FtAiii]ECBERW&Rt)WA6kkAA59�F*HE FLORIRA 18
BUILDING CODES.
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
Page 2
Application Number . . . . . 12-00001692 Date 5/21/13
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- - --------
Permit Fee Total 145 . 00 14S . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Other Fee Total 4 . 36 4 . 36 . 00 . 00
Grand Total 149 . 36 149 . 36 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
ELECTRICAL PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Rd, Atlantic Beach, Fl, 32233
Ph(904) 247-5826 Fax (904) 247-5845
JOB ADDRESS: 273 12 PERMIT
JEA INFORMATION REQUIRED ON ALL PERMITS 30V AMPS 20 VOLTS PHASE
VALUE OF WORK$
NEW SERVICE El Overhead F_� Underground EfrUnderground up Pole
Residential(Main) Service
0-100 amps �]101-150amps [I 151-200amps ?`__360 amps of Meters
-Commercial(Main) Service s amps -_CT Service amps
EO-100 amps Fj 10 1-1 50amps [I 151-200amp
Conductor Type Size
Multi-Family(Main) Service
--0-100 amps El 10 1-1 50amps El 151-200amps LI-amps of Unit Meters
_-Temporary Pole El________amps
SERVICE UPGRADE E_amps CT Service amps
NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.)
[1100amps �1150amps E200amps E_____amps ECT Service amps
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 9_____kw
Number of Lightini-O-utlets, Including Fixtures:
OTHER ELECTRICAL PROJECTS __1 Motors hp
-Swimming Pool El Sign �i,Smoke Detectors__Qty El Transformers KVA
FIRE ALARM SYSTEM (Requires 3 sets of plans) VALUE OF WORK
Qty_volts/amps
REPAIRSIMISCELLANEOUS E Panel Change EOH to UG
--Replace Burnt/Damaged Meter Can Ll Safety 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 Phone Number
e - C_ UL C_ Office Phone W- TSr_1Faxn?-9ff2
Electrical Company
Co. Address: 96 4 Alc City State r/-Zip
License Holder (Print): - & State Certification/Registration# W1300-IZ2
Notarized Signature of License Holder V'_r_
Before me this day of 20
Signature of Notary Public
EARLY POWER AGREEMENT & RELEAS
CITY OF ATLANTic BEACH
1)VA y 212013
13"t/
Electric power is requested now under the conditions and terms of this fully executed Agreement&Re e
Job Address: 12'
Permit No. /Sl—ervice Type(Circle One): Overhead 6=nderground
We,the undersigned General Contractor and Electrician,understand and agree:
1. "Early Power" is purely for our construction convenience, it is not required by Codes and does not
substitute for Final Inspections or the C/O (Certificate of OccupancyT7tiat must be issued beibre occupadc—y,
and as such is at the discretion of the Building Official.
2. The City of Atlantic Beach will make a special inspection prior to the early power energizing. All rough
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 early
electric service. Such action is expressly prohibited and penalized by The City of Atlantic Beach
Ordinances. A violation of this Agreement shall result in a request for prompt removal of electric service
after a twenty-four hour notice.
4. "Early Power"release authority is the Electrician and/or the Contractor and must not occur before:
a. E anked off)safely.
Paguement,devices and fixtures are installed(or bl
b. 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 permanently mirked with addfess.
f. Temporary acidress numbers displayed(Permanent numbers are required for C/O).
5. This fully completed form is to be submitted to the Building Department by hand,mail or fax.
6. Future such Agreements will not be accepted from those who violate any one of the above items.
CONTRACTOR '*,�,_ 0 DATE
PRINT NAME $A[L I:F�
Et
DATE
ELECTRICIAN r_—
PRINT NAME 's-twc-
800 Serninote Road,Atlantic Beach FL 32233
Phone:(904)247-5826 Fax:(904)247-5845 littp�//vAvw.coab.us revised013009