Permit Folder 320 & 322 3rd Street ys!- i;yJCity of Atlantic Beach APPLICATION NUMBER
Buildin Department
E. 800 Seminole Road w� Z- (To be assigned by the Building Department.)
Atlantic Beach, Florida 32233-5445 `•/7 r� Q
Phone(904)247-5826 • Fax(904)247-5845
E-mail: building-dept@coab.us Date routed: /2
City web-site: http://vmw.coab.us
APPLICATION REVIEW AND TRACKING FORM
�j z Z_ ,��4A s ?
Property A cess. 7-6 'i-p, S-7- Department review required Yes No
(? uild'
�
Applican /4 Q v ,ef. �)f a lanning &Zonin
ree mmistrator
Project: ublig Wor
Public Utilities
s 4s C
u lic Safety
� �� ,n� Ile- r Fire Services
Revlevuafe�$M s ' Dep#Slgna#lire a0,0
Other Agency Review or Permit Required Review or Receipt Date h
of Permit Verified B
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St. Johns River Water Management Districts r
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: KApproved. ❑Denied.
(Circle one.) Comments:
BUILDING
PLANNING &ZONING Reviewed by: C4— Date: 1_/3-/0
TREE ADMIN. Second Review: A roved as revised.
❑ pp ❑Denied.
PUBAS/AETY
Comments:
PUBL
PUB Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
Revised 05/14/09
Public Utilities Plan Review Comments
Date: LI-LI J-D
Initials:
Project Name/Address: 32:D 3aS j Application Permit 4:
Check Box
Application Tracking!Comments to Add
Comment
Avoid damage to underground water/sewer utilities. Verify vertical and horizontal
location of utilities. Hand dig if necessary. If field coordination is needed, call ❑
247-5834.
Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and ❑
visible.
A sewer cleanout must be installed at the property line. Cleanout must be covered ❑
with an RTI concrete box with metal lid. Cleanout to be set to grade and visible.
A reduced pressure zone backflow preventer must be installed if irrigation will be
provided or if there is a private well on the property. Backflow preventer must be ❑
tested by a certified tester and a copy of the results sent to Public Utilities.
Plans note the building will be unsprinkled. If plans change, any fire line installed
must be metered with a Sensus touch-read meter in a properly sized vault and an ❑
appropriate backflow preventer installed. Backflow preventer must be tested by a
certified tester and a copy of the results sent to Public Utilities.
If fire sprinkler system is provided, contact Malcolm Clemons at 247-5839 for
backflow requirements. At a minimum, will require double check backflow ❑
preventer-
Fire lines must be metered with a Sensus touch-read meter. Meters larger than 2" ❑
must be installed in a vault as noted in JEA specifications.
' CITY OF ATLANTIC BEACH I I I I I
800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 09
: OFFICE:(904)247-5826•FAX NO.:(904)247-5845
.,A
,17 BUILDING-DEPT@COAB.US
_ BUILDING PERMIT APPLICATION DUVAL COUNTY
1.JOB ADDR SS: 2.VALUATION OF WORK 3.SQ.FT.UNDER ROOF
3 2J 3ZZ 10d ,OCA® 1 -3 0 q2-
4.LEGAL ESCRIPTION:p s� 5.CLASS OF WORK: 6.USE OF STRUCTURE:
LOT_BLOCK SWD.`DYiiGA/{7 r ' Z Ltft q 1� P��� ❑NEW BUILDING ❑DEMOLITION RESIDENTIAL
ADDITION 0 CONVERTING USE ❑COMMERCIAL
7.DESCRIPTION OF WORK ❑ALTERATION ❑ACCESSORY BLDG. 8.FIRE SPRINKLER:
�a A ❑REPAIR ❑POOL/SPA ❑YES 91 N/A
t lJ ❑MOVE ❑OTHER ❑NO
PROPERTY OWNER: CONTRACTOR: ARCHITECT/ENGINEER:
9.NAME: 15.COMPANY AME:
5/1
23.CO 'N
/ 16.NAME: 241-OCE N NAME:
t-avo- to qtr her
10.ADDRESS-11
17.S,TT,/'+AAS}�TE OF FLORIDA LICENSE NO.: 25.STATE OF RIDA LICENSE NO.:
2 .A DREs�
/�t�C¢►1IlLISL`� �� �ZZ-:'� �a11,ADDRE20 � W11 (✓3f=�c��e�.
d , f'L 32,1-5-0
11.OFFICE PHNOENE: �,/1�FAX NO.:_��r 19.OFFICE 1 01IPHONE: 2,0�.FAX 2r': t� Z7,OFFICE HONE: 28.FAX NO.:
1 O�3 y_ / ` C 21.CELL\l�/ / 3 IV- y �(� `Il CELL H NNE:
0W to69-0-3(b tj
14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS:
FEE SIMPLE TITLE OLDER:
(IF OTHER THAN OWNER) BONDING COMPA Y. MORTGAGE LENDER:
31.NAME: 33.NAME: 35.NAME:
32.ADDRESS: 34.ADDRESS: 36.ADDRESS:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this
jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or
abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for
Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc.
OWNER'S AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable
laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof,until all inspections are finaled and
prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law.
*** WARNING TO OWNER:
YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
OWNER or AGENT CONTRACTOR
(if Agent,Power of Attorney or Agency Letter Required) (Qualifier Only) _--.0
Signed: �-- Date: 1 f Signed: Date:
Before me this day of 2009 in the county of Before me this day of 2009 in the county of
Duval,Statf Qf floa,has personallypppeared Duval,State of Florida, ersonall ppeared
(�V l dG r�,t-i.� Lo V E_
herin by himself/herself and affirms that all statements and declarations a herin by himself/herself a affirms tha statements and declarations are
true and accurate. true and accurate.
Notary Public La , tate of unty of-" Notary Public at La4e,State of County of
❑Person y Kno ❑Personally Known
OP u dIden . n 1 ❑Produced Identification-
tary Signature: AA Notary Signature:
S IRLEY LGRA AM
p0.Y PV �I
*; y� Not Public- dk`KJof Florida
eMy Commission Expires Feb 14,2010
'9* Commission#DD 518533
BLDGO erif ZAp 48�ii!on 98WdW ff'h6NrRF%tary Assn.
CITY OF ATLANTIC BEACH
� 800 SEMINOLE ROAD
., ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5826
�Jltl
Application Number . . . . . 10-00000036 Date 1/22/10
Property Address . . . . . . 320 3RD ST
Application type description RESIDENTIAL ADDITION/ALTERATION
Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY
Application valuation . . . . 100000
-----------------------------------------------------
Application desc
ADDITION
-----------------------------------
Owner Contractor
------------------------
-------------------
LOVE, WILLIAM J & MARY W 180 DEGREE PROPERTIES, INC.
320 3RD STREET Q/A:LOVE, WILLIAM
ATLANTIC BEACH FL 32233 320 3RD STREET
(904) 242-8816 ATLANTIC BEACH FL 32233
(904) 434-4499
-------------- Structure Information 000 000 ----------------------
Construction Type . . . . . TYPE 5-A
Occupancy Type . . . . . . RESIDENTIAL
Flood Zone . . . . . . . . ZONE X
-------------------------------------------------
Permit . . . . . BUILDING PERMIT
Additional desc . .
Permit Fee . . . . 480 . 00 Plan Check Fee 240 . 00
Issue Date Valuation 100000
Expiration Date . . 7/21/10
-----------------------------------------------------
Special Notes and Comments
*2007 FLORIDA BUILDING CODE W/ ' 05- 106 SUPPLEMENTS .
2007 FLORIDA BUILDING CODE - RESIDENTIAL.
2005 NATIONAL ELECTRICAL CODE.
*SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST
CONTROL COMPANY PRIOR TO C.O.
WINDOW AND DOOR INSPECTION:
*INSTALLATION INSTUCTIONS REQUIRED
*ALL STICKERS ARE TO REMAIN ON THE WINDOWS
------ -
------*PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS
--------------ST------------------------------
Other Fees . . . . . . . . . CITY RADON SURCHARGE , 76
CONSTRUCTION SURCHARGE 13 . 68
AB CONSTRUCTION SURCHARGE 1 . 52
DEV REVIEW-SINGLE & 2-FAM 50 . 00
STATE RADON SURCHARGE 14 .44
--------------------
------------
--------------------
Fee summary Charged Paid Credited Due
ey���}- �+ IK
} ---------- ---------- ----------
PERMIT ISPAPPKl7 6 U9Y IN"A' ;RDANCE ALQOCITY OF AMARTIP EACH ORDINANCWAND THE FLORIDQ0
BUILDING CODES.
is CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5826
Application NumberPage 2
10-00000036 Date 1/22/10
Plan Check Total 240 . 00 240 . 00 . 00
80 .40 80 .40 . 00
Other Fee Total . 00 Grand Total 800 .40 800 .40 . 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 oe� I I I I I
800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 7
OFFICE:(904)247-5626•FAX NO.:(904)247-5845
i BUILDING-DEPT@COAB.US
BUILDING PERMIT APPLICATION DUVAL COUNTY
1.JOB ADDR SS: 2.VALUATION OF WORK: 3.SQ.FT.UNDER ROOF
3Ev fP d �C�D -30 qZ.
d.LEGAL ESCRIPTION: /0
5.CLASS OF WORK:
�] �q S.USE OF STRUCTURE:
LOT_BLOCK wamw�Glg•y• �C1` q 'rj� �, ❑NEW BUILDING ❑DEMOLITION RESIDENTIAL
ADDITION ❑CONVERTING USE 11 COMMERCIAL
7.DESCRIPTION OF WORK ❑ALTERATION ❑ACCESSORY BLDG. S.FIRE SPRINKLER:
❑REPAIR ❑POOL/SPA ❑YES Q N/A
PROPERTY OWNER: CONT ❑MOVE ❑OTHER ❑NO
RACTOR: ARCHITECT!ENGINEER:
9.NAME: i 15.COMPANY AME 23.C
1 !"�/'I w / C� "CZ Ile. O-,; f�( ,
/ 16.NAME: V 24._LICEN N ME:
L.c� DoH e r
10.ADDRESS -} 17.STATE OF FLORIDA LICENSEE NO.: 25.STATE OF FLORIDA LICENSE NO.:
18,ADDRES 2 .A DRE
z zz 3 3 �'a .(3x 0 (:�L 3 S
11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 7.OFF{CE HONE: 28.FAX NO.:
1 ELL 0 y OIYE 3 tr /� 21.CELL,lid .CELL H NE
14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS:
"I ✓2, Q Biba P ccs
FEE SIMPLE TITLE OLDER: BONDING COMPANY-(IF OTHER THAN OWNER) MORTGAGE LENDER:
31.NAME: 33.NAME: 35.NAME:
32.ADDRESS: 34.ADDRESS: 36.ADDRESS:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this
jurisdiction. This permit becomes null and void if work is not commenced within sb((6) months, or if construction or work is suspended or
abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for
Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc.
OWNER'S AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable
laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof,until all inspections are finaled and
prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law.
* WARNING TO OWNER:
YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
OWNER or AGENT CONTRACTOR
/(lf Agent,Power of Attorney or Agency Letter Required) (Qualifier Only) �y
Signed:f� /. Dater Signed: Date:
Before me this day of 2009 in the county of Before me this day of 2009 in the county of
Duval,StarI to'/a,has personally ppeared Duval,State of Florida, ersonall ppeared
herin by himself/herself and affirms that all statements and declarations air herin by himself/herself a affirms the statements and declarations are
true and accurate. true and accurate.
Notary Public La tate of ounty of G Notary Public at La a, of County of_
❑Person y Kno ❑personally Known
❑Produced Iden n,� ❑Produced Identification-
tary Signature: Notary Sig
S IRLEY L. GRA AM D FOR
`"Wly PVB. CO
Notary Public- tate'of Florida �►�+�� CODE COMPLIANCE
�YoP;My Commission Expires Feb 14,2010 Cr I OF,AT A� nC,B1Y1P'L'�`u�CE
BLDGO e„itMfiligat;on Commission#DD SEE PERMITS FOR lADD NAL
��i�N��4i��a� - �QurREMErrrs ADDITIONAL
�D CONDITIONS.
k
FIL E COPY �WEDBY: � DATE: /-)/-/o
0;.:e S►1'S, isgµywiiaao� sr'fa�'�i.4�'.+cfi b', -._..'.
MAP SHOIYING BIOUXDARY SURVEY OF
LOT 7 AND THE EAST 1/2 OF LOT 9, BLOCK 4, SUBDIVISION "A" ATLANTIC BEACH AS RECORDED IN
PLAT BOOK 5, PAGE 69, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
CERTIFIED T0:
WILLIAM J.LOVE&MARY W.LOVE
OCEANSIDE BANK,N.A.
THIRD STREET RICHARD T.MOREHEAD TITLE&ESCROW,INC.
STEWART TITLE GUARANTY COMPANY
(40.0' RIGHT OF WAY)
N 89'59'47" E 74.96' (MEASURED)
25.00' (PLAT) 25.00' (PLAT) 50.00' (PLAT) FOUND 1/2•IRON PIPE
NO IDENTIFlCATION
FOUND 3/4'IRON PIPE
NO IOENTIFlCATION * •' ''3'' rn
• i ,�,.
:; .. ... 150.00' (PLAT) D
.'
U)
<' u 1.2'
p
D
X
I �
. x �
12.8'
12.8' <
49.4' m
AIR El PAD D C
2'
ONE STORY
w MASONRY & FRAME'# I p
N POSTED 320 & „
�
Q N 322 N
w
CONDITIONER �
AD
O37.5' .
Q 0 Q ~ 00
d J
' IQ
CL m SCREENEDEENED 90 J
d0
)
PATI d CATIO ?S.9'
O 6.0
O O
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O p O
3 o
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LOT 11 0 � c 0 LOT 5
BLOCK 4 00 o I b BLOCK 4
O C x I O
O L I 00
Z x I V)
X
i
LOT 9 LOT 7
BLOCK 4 I BLOCK 4
x
x
x
25.00'
(PLAT) °° °3.25.00' (PLAT) 50.00' (PLAT) O.2
FOUND 1/2" IRON PIPE 1' FOUND 1/2' IRON PIPE
STAMPED "LB 3672" c •89.=9'04" W STAMPED 'LB 3672'
LOT 10 74.•96' (MEASURED) LOT 8
BLOCK 4 I BLOCK 4
JOB # 08-0097 DATE OF FIELD SURVEY: 04-16-08 JDATE OF ISSUE: 04-18-08 1 SCALE 1" _ gn'
-f1-4
i 1 lit
i
PATIO
rn ;
2n Go Orr �T 8ca FT�
----------------------- i
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----
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20' PRONT Bel BACK
8l 00 FT
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32160 DRI Y P PT8Q a
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THIRD 8t � �Q� �
---? --) i;\ / �-
FORM T100A-08
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs Residential Performance Method A
Project Name: LOVE ADDITION Builder Name:
Street: 320 3RD STREET Permit Office: ATLANTIC BCH FL
City,State,Zip: ATL BCH, FL, Permit Number:
Owner: LOVE Jurisdiction:
Design Location: FL,Jacksonville
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=13.0 1638.00 ft2
3. Number of units,if multiple family 1 b. N/A R= ft2
c.N/A R= ft2
4. Number of Bedrooms 2 d. N/A
R= ft2
5. Is this a worst case? No 10.Ceiling Types Insulation Area
6. Conditioned floor area(ft2) 1258 a.Under Attic(Vented) R=30.0 633.00 ft2
7. Windows Description Area b. N/A R= ft2
a. U-Factor: Dbl, U=0.60 287.00 ft2 c. N/A R= ft2
SHGC: SHGC=0.35 11. Ducts
b. U-Factor: N/A ft2 a. Sup:Attic Ret:Attic AH: Interior Sup. R=6, 100 ft2
SHGC: 12.Cooling systems
c. U-Factor: N/A ft2 a.Central Unit
SHGC: Cap:30 kBtu/hr
d. U-Factor: N/A ft2 SEER: 13
SHGC: 13. Heating systems
e. U-Factor: N/A ft2 a. Electric Heat Pump Cap:30 kBtu/hr
SHGC: HSPF:7.7
8. Floor Types Insulation Area 14. Hot water systems
a.Slab-On-Grade Edge Insulation R=0.0 578.00 ft2 a.Electric Cap:50 gallons
b. Raised Floor R=19.0 55.00 ft2 EF:0.97
c. N/A R= ft2 b. Conservation features
None
15.Credits Pstat
Glass/Floor Area: 0.228 Total As-Built Modified Loads: 30.36 PASS
Total Baseline Loads: 36.67
I hereby certify that the plans and specificatio s covered by Review of the plans and THE ST
this calculation are in compliance with the F rida Energy specifications covered by this �
Code. ,�
64 calculation indicates compliance
with the Florida Energy Code.
PREPARED BY7 NBefore construction is completed
DATE: this building will be inspected forJJ
compliance with Section 553.908 ,
I hereby certify that this building, as designed, is n compliance Florida Statutes.
with the Florida Energy Code. 010
WE
OWNER/AGENT: �✓� BUILDING OFFICIAL:
DATE: DATE:
FILE COP
if
1/11/2010 9:44 PM
EnergyGauge®USA-FlaRes2008 •�-- _._� = - ------
Page 1 of 5
PROJECT
Title: LOVE ADDITION Bedrooms: 2
Building Type: FLAsBuiltBathrooms: 0 Adress Type: Street Address
Lot#
Owner: LOVE Conditioned Area: 1258
#of Units: 1 SubDivision:
Total Stories: 2 PlatBook:
Builder Name: Worst Case: No
Permit Office: ATLANTIC BCH FL Street: 320 3RD STREET
Rotate Angle: 0 County: DUVAL
Jurisdiction: Cross Ventilation:
Family Type: Single-familyWhole House Fan: City,State,Zip: ATL BCH,New/Existing: New(From Plans) FL,
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 75 70
1281 49 Medium
FLOORS
# Floor Type Perimeter Perimeter R-Value Area Joist R-Value _Tile Wood Carpet
1 Slab-On-Grade Edge Insulatio 101 ft 0 578 ftZ
0 0.2 0.8
2 Raised Floor
55 ft2 19 0 0 1
ROOF
Roof Gable Roof Solar Deck
# Type Materials — Area Area Color Absor. Tested Insul. Pitch
—--
1 Hip Composition shingles 686 ft2 0 ft2 Dark 0.96 No 21.799 22.6 deg
ATTIC
V — # Type Ventilation Vent Ratio(1 in) Area RBS IRCC
Full attic Vented —— ----- —
150 633 ft2 N N
CEILING
# Ceiling Type R-Value Area
Framing Frac Truss Type
1 Under Attic(Vented) 30 633 ft2
0.11 Wood
WALLS
# Ornt Adjacent To Wall Type Cavity Sheathing Framing Solar
R-Value Area R-Value Fraction Absor.
1 N Exterior Frame-Wood 13 27 ft2
2 N 0.23 0.75
Exterior Frame-Wood 13 249 ft=
0.23 0.75
3 W
Exterior Frame-Wood 13 207 ft2
0.23 0.75
4 W
Exterior Frame-Wood 13 225 ft2
0.23 0.75
5 S
Exterior Frame-Wood 13 249 ft2
0.23 0.75
6 S
Exterior Frame-Wood 13 249 ft2
7 E 0.23 0.75
Exterior Frame-Wood 13 207 ft2
0.23 0.75
1/11/2010 9:44 PM EnergyGauge®USA-FlaRes2008
Page 2 of 5
ww�wsr
WALLS
# Ornt Adjacent To Wall Type Cavity Sheathing Framing Solar
Ornt.—Adjacent yp _ R-Value___Area R-Value Fraction_ Absor.
8 E Exterior Frame-Wood 13 225 ft2 0.23 0.75
DOORS
# Ornt Door Type Storms U-Value Area_
1 N Wood None 0.2 0.01 ft2
WINDOWS
Window orientation below is as entered. Actual orientation is modified by rotate angle shown in"Project"section above.
Overhang
# Ornt Frame Panes _ NFRC _ U-Factor SHGC Storms Area Depth Separation Int Shade Screening
1 N Metal Double(Clear) Yes 0.6 0.35 N 26 ft2 1 ft 3 in 1 ft 0 in HERS 2006 None
2 N Metal Double(Clear) Yes 0.6 0.35 N 4 ft2 1 ft 3 in 1 ft 0 in HERS 2006 None
3 N Metal Double(Clear) Yes 0.6 0.35 N 6 ft2 1 ft 3 in 1 ft 0 in HERS 2006 None
4 E Metal Double(Clear) Yes 0.6 0.35 N 36 ft2 1 ft 3 in 10 ft 0 in HERS 2006 None
5 E Metal Double(Clear) Yes 0.6 0.35 N 36 ft2 1 ft 3 in 1 ft 0 in HERS 2006 None
6 E Metal Double(Clear) Yes 0.6 0.35 N 6 ft2 1 ft 3 in 1 ft 0 in HERS 2006 None
7 S Metal Double(Clear) Yes 0.6 0.35 N 128 ft2 2 ft 0 in 1 ft 0 in HERS 2006 None
8 S Metal Double(Clear) Yes 0.6 0.35 N 45 ft2 1 ft 3 in 1 ft 0 in HERS 2006 None
INFILTRATION&VENTING
----Forced Ventilation---- Run Time Fan
Method —— SLA CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Watts
Default 0.00036 1188 5.67 65.2 122.6 0 cfm 0 cfm 0 0
GARAGE
# Floor Area Ceiling Area Exposed Wall Perimeter —Avg.Wall Height __Exposed Wall Insulation
1 220 ft2 220 ft2 64 ft 8 ft 1
COOLING SYSTEM
# System Type Subtype Efficiency Capacity Air Flow SHR Ductless_
1 Central Unit None SEER: 13 30 kBtu/hr 900 cfm 0.75 False
HEATING SYSTEM
# System Type Subtype Efficiency Capacity Ductless
1 Electric Heat Pump None HSPF:7.7 30 kBtu/hr False
HOT WATER SYSTEM
# System Type EF Cap Use SetPnt Conservation
1 Electric 0.97 50 gal 50 gal 120 deg None
1/11/2010 9:44 PM EnergyGauge®USA-FlaRes2008
Page 3 of 5
SOLAR HOT WATER SYSTEM
FSEC
Cert # Company Name Collector Storage
FSystem Model# Collector Model# Area Volume FEF
None None —-----
f12
DUCTS
/
----Supply---- ----Return---- Air Percent
# Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF
1 Attic 6 100 f12 Attic 100 f12 Default Leakage Interior
TEMPERATURES
Programable Thermostat:Y Ceiling Fans:
Heating Jan Feb Mar A r X Ma Jun Jul X Aug Sep Oct Nov Dec
Venting �XXJ
XJan �,XX]
Feb �XxlXMar �XXJ
XApr �X�May �,X
�Jun XJul �X�Aug �,XXJ
Se [XXI
X Oct— P IXXIXNov �XXJ
XDec
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
1/11/2010 9:44 PM EnergyGauge®USA-FlaRes2008
Page 4 of 5
FORM 1Y100A-08
Code Compliance Cheklist
Residential Whole Building Performance Method A - Details
ADDRESS: 320 3RD STREET
ATL BCH, FL, PERMIT#:
INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE
CK
Exterior Windows& Doors N1106 B.1.1 Maximum: .3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area.
--- _ ,CHECK
Exterior&Adjacent Walls N1106.AB.1.2.1 Caulk, gasket,weatherstrip or seal between:windows/doors&
frames, surrounding wall;foundation&wall sole or sill plate;joints
between exterior wall panels at corners; utility penetrations;
between wall panels&top/bottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is
installed that extends from, and is sealed to, the foundation to the
—— top plate.
Floors N1106.AB.1.2.2 Penetrations/openings> 1/8"sealed unless backed by truss or
joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier `"-
-- is installed that is sealed to the perimeter penetrations and seams. __
Ceilings N1106.AB.1.2.3 Between walls&ceilings; penetrations of ceiling plane to top floor;
around shafts, chases, soffits, chimneys, cabinets sealed to
continuous air barrier; gaps in gyp board&top plate;attic access.
EXCEPTION: Frame ceilings where a continuous infiltration barrier
is installed that is sealed at the perimeter, at penetrations and
- — — — seams.
Recessed Lighting Fixtures N1106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non-IC
rated, installed inside a sealed box with 1/2"clearance&3"from
insulation; or Type IC with<2.0 cfm from conditioned space, /1
tested.
Multi-story Houses _N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors.
Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space
heaters comply with NFPA, have combustion air. _ .T
OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.)
COMPONENTS SECTION REQUIREMENTS
Water Heaters -- CHECK
N1112.AB.3 Comply with efficiency requirements in Table N112.ABC.3. Switch
or clearly marked circuit breaker(electric)or cutoff(gas) must be
rovided. External or built-in heat trap required
Swimming Pools&Spas N1112.AB.2.3 Spas&heated pools must have covers(except solar heated).
Non-commercial pools must have a pump timer. Gas spa&pool
heaters must have a minimum thermal efficiency of 78%.
Heat Pump pool heaters shall have a minimum COP of 4.0.
Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per
minute at 80 PSIG.
Air Distribution Systems N1110.AB All ducts,fittings, mechanical equipment and plenum chambers
shall be mechanically attached, sealed, insulated and installed in
accordance with the criteria of Section N1110.AB.
Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for
each system.
Insulation N1104.AB.1 Ceilings-Min. R-19. Common walls-frame R-11 or CBS R-3 both
N1102.B.1.1 sides. Common ceiling&floors R-11.
1/11/2010 9:44 PM EnergyGauge®USA-FlaRes2008
Page 5 of 5
ENERGY PERFORMANCE LEVEL EPL
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 83
The lower the EnergyPerformance Index, the more efficient the home.
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=13.0 1638.00 ft2
3. Number of units, if multiple family 1 b. N/A R= ft2
c.N/A R= ftZ
4. Number of Bedrooms 2 d. N/A
R= ft2
5. Is this a worst case? No 10.Ceiling Types
Insulation Area
6. Conditioned floor area(ft2) 1258 a. Under Attic(Vented) R=30.0 633.00 ft2
7. Windows— Description Area b. N/A R= ft2
a. U-Factor: Dbl, U=0.60 287.00 ft2 c. N/A R= ft2
SHGC: SHGC=0.35 11.Ducts
b. U-Factor: N/A ft2 a. Sup:Attic Ret:Attic AH: Interior Sup. R=6, 100 ft2
SHGC: 12.Cooling systems
c. U-Factor: N/A ft2 a.Central Unit
SHGC: Cap:30 kBtu/hr
d. U-Factor: N/A ft2 SEER: 13
SHGC: 13. Heating systems
e. U-Factor: N/A ft2 a. Electric Heat Pump Cap:30 kBtu/hr
SHGC: HSPF:7.7
8. Floor Types Insulation Area 14. Hot water systems
a.Slab-On-Grade Edge Insulation R=0.0 578.00 ft2 a.Electric Cap:50 gallons
b. Raised Floor R=19.0 55.00 ft2 EF:0.97
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
Construction through the above energy saving features which will be installed (or exceeded) O �H�5rgT�
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features. '°r=
Builder Signature: �SP4
Date:
Address of New Home: City/FL Zip:
CflD WE �
*Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA-
FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home
may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at
(321)638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified
Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the
Department of Community Affairs at(850) 487-1824.
**Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G
of the Florida Building Code, Residential, if not DEFAULT.
EnergyGaugee USA-FlaRes2008
Residential System Sizing Calculation
love
Summary 320 3rd dtreet Project Title:love addition 1 Code Only
atl bch, fl Professional Version
Climate: North
1/11/2010
Location for weather data. Jacksonville - Defaults: Latitude(30) Altitude(26 ft.) Temp Range(M)
Humidi data: Interior RH 50% Outdoor wet bulb 77F Humidit difference 53 r.
Winter design temperature 32 F Summer design temperature 93 F
Winter setpoint 70 F Summer setpoint 75 F
Winter temperature difference 38 F Summer tem erature difference 18 F
Total heating lo=Pump
d calculation 28391 Btuh Total coolingload calculation 26116 Btuh
capacity % of Calc Btuh Submitted cooling capacity % of calc Btuh
Pump) 105.7 30000 Sensible (SHR = 0.75) 107.6 22500
ary(O.OkW) 105.7 30000 Latent 144.1 7500
Total Electric Heat Pump) 114.9 30000
WINTER CALCULATIONS
Winter Heatin Load!�TR
Load corn onent Load Ducts('%)
Window total 9488 Btuh
Wall total 5525 Btuh Infil.(22%) WMdows(33%)
Door total 0 Btuh
Ceiling total 766 Btuh
Floor total See detail report 4634 Btuh
Infiltration 147 cfm 6130 Btuh
Duct loss 1849 Btuh
Subtotal 28391 Btuh Floo.s(,6%) Ceilings(3%)
Ventilation 0 cfm 0 Btuh
TOTAL HEAT LOSS 28391 Btuh walls(,s%)
Summer Cooling Load for 1258 sqft) SUMMER CALCULATIONS
Load corn onent Load
Window total 287 sqft 8277 Btuh
Wall total 1638 sqft 3562 Btuh
Door total 0 sqft 0 Btuh
Ceiling total 633 sqft 1068 Btuh Latent irdernel(6%) i
Floor total 36 Btuh IM.GaIn(15%)
Infiltration 75 cfm 1493 Btuh ""ndows(32%)
Internal gain 3840 Btuh
Duct gain 2634 Btuh
Sens.Ventilation 0 cfm 0 Btuh
Total sensible gain 20911 Btuh Ducts(,3%)
Latent gain(ducts) 887 Btuh
Latent gain(infiltration) 2718 Btuh caBingsc<%)
Latent gain(ventilation) 0 Btuh
Latent gain(internal/occupants/other) 1600 Btuh Inril.(t6%) wallsc,<%)
Total latent gain 5205 Btuh
TOTAL HEAT GAIN 26116 Btuh
EnergyGauge®Syst 'm, zing
Version 8 PREPARED BY:
For Florida residences only DATE:
EnergyGauge® FLRCPB v4.5.2
System Sizing Calculations - Summer
love
Residential Load - Whole House Component Details 320 3rd dtreet Project Title: Code Only
atl bch, fl love addition 1 Professional Version
Climate: North
Reference City: Jacksonville (Defaults) Summer Temperature Difference: 18.0 F
1/11/2010
Component Loads for Whole House --
----------
YPe* Overhang Window Area(sgft) HTM Load
Window Pn/SHGC/U/InSh/ExSh/IS Ornt Len H t___Gross_Shaded Unshade Shaded Unshaded
1 2,Clear,0.87, None,N,F N 1.3ft 1ft. 26.0 0.0 26.0 24 24
2 2,Clear, 0.87, None,N,F N 1.3ft 1ft. 4.0 0.0 4.0 24 618 Btuh
3 2,Clear, 0.87, None,N,F N 1.3ft 1ft. 6.0 0.0 6.0 24 24 95 Btuh
4 2,Clear, 0.87, None,N,F E 1.3ft loft. 36.0 0.0 36.0 24 24 143 Btuh
5 2,Clear,0.87, None,N,F E 1.3ft 1ft. 36.0 36.0 0.0 24 64 2310 Btuh
6 2,Clear,0.87, None,N,F E 1.3ft 1ft. 6.0 6.0 0.0 24 64 856 Btuh
7 2,Clear,0.87, None,N,F 64 143 Btuh
S 2ft. 1ft. 128.0 128.0 0.0 24 28 3043 Btuh
8 2,Clear,0.87, None,N,F S 1.3ft 1ft. 45.0 45.0 0.0 24 28 1070 Btuh
Window Total _ 287 (sqft) 8277 Btuh
Wails Type R-Value/U-Value Area(sqft) HTM Load
1 Frame-Wood-Ext 13.0/0.09 1638.0
Wall Total 2 2 3562 Btuh
-k--Value
_ 1638 (sqft) 3562 Btuh
Ceilings Type/Color/Surface R-Value Area(sgft) HTM Load
1 Vented Attic/DarkShingle 30.0 633.0
Ceiling Total 1 7 1os8 Btuh
___ __ 633 (sqft) - _ _ 1068 Btuh
Floors Type -R-Value Size HTM Load
1 Slab On Grade 0.0 101 (ft(p)) 0.0
2 Raised Wood-Open 19.0 0 Btuh
55(sqft) 0.7 36 Btuh
Floor Total _ _ 156_0 (sqft) 36 Btuh
- Envelope Subtotal: 12944 Btuh
Infiltration Type ACH Volume(cuft)wall area(sqft) CFM= Load
SensibleNatural 0.36 12580 1638 _ 146.8 I 1493 Btuh
Internal Occupants Btuh/occupant Appliance Load
gain - 8 X 230 + 2000 _3840 Btuh�
Sensible Envelope Load: 18277 Btuh
Duct load (DGM of 0.144) 2634 Btuh
Sensible Load All Zones 20911 Btuh
EnergyGauge® FLRCPB v4.5.2 Pagel
�ww� _
Manual J Summer Calculations
love
Residential Load - Component Details (continued)320 3rd dtreet Project Title:love addition 1 Code Only
on
atl bch, fl Professional Version
Climate: North
1/11/2010
WHOLE HOUSE To
—
Sensible Envelope Load All Zones 18277 Btuh
Sensible Duct Load 2634 Btuh
Total Sensible Zone Loads 20911 Btuh
Sensible ventilation 0 Btuh
Blower 0 Btuh
Whole House Total sensible gain 20911 Btuh
Totals for Cooling Latent infiltration gain (for 53 gr. humidity difference) 2718 Btuh
Latent ventilation gain 0 Btuh
Latent duct gain 887 Btuh
Latent occupant gain (8 people @ 200 Btuh per person) 1600 Btuh
Latent other gain 0 Btuh
Latent total gain 5205 Btuh
TOTAL GAIN 26116 Btuh
EQUIPMENT
1. Central Unit # 30000 Btuh
_T
*Key: Window types(Pn-Number of panes of glass)
(SHGC-Shading coefficient of glass as SHGC numerical value or as clear or tint)
(U-Window U-Factor or'DEF'for default)
(InSh-Interior shading device: none(N), Blinds(B),Draperies(D)or Roller Shades(R))
AML
(ExSh-Exterior shading device:none(N)or numerical value)
(BS-Insect screen:none(N), Full(F)or Half(H))
(Ornt-compass orientation)
Version 8
For Florida residences only
EnergyGauge® FLRCPB v4.5.2 Page 2
FORM 1100A-08 �Lq k'f r2kn , t
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs Residential Performance Method A
Project Name: LOVE ADDITION TO UNIT 1f C q�i Builder Name:
Street: 320 3RD STREET ' Permit Office: ATLANTIC BCH FL
City,State,Zip: ATL BCH, FL, Permit Number:
Owner: LOVE Jurisdiction:
Design Location: FL,Jacksonville
1. New construction or existing New(From Plans) 9. Wall Types yp Insulation Area
2. Single family or multiple family Single-family a.Frame-Wood, Exterior R=13.0 1638.00 ft2
3. Number of units, if multiple family 1 b.N/A R= ft2
c.N/A R= ft2
4. Number of Bedrooms 2 d. N/A
R= ft2
5. Is this a worst case? No 10.Ceiling Types Insulation Area
6. Conditioned floor area(ft2) 1258 a. Under Attic(Vented) R=30.0 633.00 ft2
7. Windows Description Area b. N/A R= ft2
a. U-Factor: Dbl, U=0.60 287.00 ft2 c. N/A R= ft2
SHGC: SHGC=0.35 11. Ducts
b. U-Factor: N/A ft2 a. Sup:Attic Ret:Attic AH: Interior Sup.R=6, 100 ft2
SHGC: 12.Cooling systems
c. U-Factor: N/A ft2 a.Central Unit
SHGC: Cap:30 kBtu/hr
d. U-Factor: N/A ft2 SEER: 13
SHGC: 13.Heating systems
e. U-Factor: N/A ft2 a.Electric Heat Pump Cap:30 kBtu/hr
SHGC: HSPF:7.7
8. Floor Types Insulation Area 14. Hot water systems
a.Slab-On-Grade Edge Insulation R=0.0 578.00 ft2 a. Electric Cap:50 gallons
b. Raised Floor R=19.0 55.00 ft2 R= EF:0.97
c.N/A ft2 b. Conservation features
None
15.Credits Pstat
Glass/Floor Area: 0.228 Total As-Built Modified Loads: 30.56 PASS Total Baseline Loads: 36.67 A
I hereby certify that the plans and specifications covered by Review of the plans and quE S
this calculation are in compliance with he Florida Energy specifications covered by this
Code. {, j calculation indicates compliance0
�.; ? with the Florida Energy Code. �• ,r,,,� ,;, „�p
PREPARED BY: . ' Before construction is completed
DATE: __- this building will be inspected for04
t7
compliance with Section 553.908
I hereby certify that this building, as designed, is in compliance Florida Statutes. '
with the Florida Energy C'd�
�/ j.' WE
OWNER/AGENT: BUILDING OFFICIAL:
DATE: Al E
FILE COPY
1/11/2010 9:19 PM EnergyGaugeO USA- a es
Page 1 of 5
PROJECT
Title: LOVE ADDITION TO UNIT 1 Bedrooms: 2
Adress Type: Street Address
Building Type: FLAsBuilt
Bathrooms: 0 Lot#
Owner: LOVE Conditioned Area: 1258
1 SubDivision:
#of Units:
Total Stories: 2 PlatBook:
Builder Name: Worst Case: No Street: 320 3RD STREET
Permit Office: ATLANTIC BCH FL Rotate Angle: 0
Jurisdiction: County: DUVAL
Cross Ventilation: City,State,Zip: ATL BCH,
Family Type: Single-family Whole House Fan:
New/Existing: New(From Plans) FL,
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
F\ FL,Jacksonville FL—JACKSONVILLE—INT 2 32 93 75 70 1281 49 Medium
FLOORS
# Floor Type Perimeter Perimeter R-Value Area Joist R-Value Tile Wood-carpet
1 Slab-On-Grade Edge Insulatio 101 ft 0 578 ft2
0 0.2 0.8
2 Raised Floor 55 ft2 19 0 0 1
ROOF
Roof Gable Roof Solar Deck
# Type Materials Area Area Color Absor. Tested Insul. Pitch
1 Hip Composition shingles 686 ft2 0 ft2 Dark 0.96 No 21.799 22.6 deg
/ ATTIC
V # Type --- Ventilation Vent Ratio(1 in) Area RBS IRCC
1 Full attic Vented 150 633 ft2 N N
CEILING
# Ceiling Type R-Value Area Framing Frac _ Truss Type_
1 Under Attic(Vented) 30 633 ft2 0.11
Wood
WALLS
# Ornt Adjacent To Wall T e Cavity Sheathing Framing Solar
yp _ _ _ R-Value Area R-Value __Fraction Absor.
1 N Exterior Frame-Wood 13 27 ft2
0.23 0.75
2 N Exterior Frame-Wood 13 249 ft2
0.23 0.75
3 W Exterior Frame-Wood 13 207 ft2
0.23 0.75
4 W Exterior Frame-Wood 13 225 ft2
0.23 0.75
5 S Exterior Frame-Wood 13 249 ft2
0.23 0.75
6 S Exterior Frame-Wood 13 249 ft2
0.23 0.75
7 E Exterior Frame-Wood 13 207 ft2
0.23 0.75
1/11/2010 9:19 PM EnergyGauge®USA-FlaRes2008
Page 2 of 5
WALLS
# Ornt Adjacent To Wall Type Cavity Sheathing Framing Solar
R-Value_ Area R-Value Fraction Absor.
8 E Exterior Frame-Wood 13 225 ft2
0.23 0.75
DOORS
# Ornt Door Type Storms
U-Value Area
1 N Wood
None 0.2 0.01 ft2
WINDOWS
Window orientation below is as entered. Actual orientation is modified by rotate angle shown in'Project'section above.
hang
V # Ornt Frame Panes NFRC U,-FactorSHGC Storms Area Depth Separation Separation Int Shade Screening
1 N Metal Double(Clear) Yes 0.6 0.35 N 26 ft2 1 ft 3 in 1 ft 0 in HERS 2006 None
2 N Metal Double(Clear) Yes 0.6 0.35 N 4 ft2 1 ft 3 in 1 ft 0 in HERS 2006 None
3 N Metal Double(Clear) Yes 0.6 0.35 N 6 ft2 1 ft 3 in 1 ft0 in HERS 2006 None
4 W Metal Double(Clear) Yes 0.6 0.35 N 36 ft2 1 ft 3 in 10 ft 0 in HERS 2006 None
5 W Metal Double(Clear) Yes 0.6 0.35 N 36 ft2 1 ft 3 in 1 ft 0 in HERS 2006 None
6 W Metal Double(Clear) Yes 0.6 0.35 N 6 ft2 1 ft 3 in 1 ft 0 in HERS 2006 None
7 S Metal Double(Clear) Yes 0.6 0.35 N 128 ft2 2 ft 0 in 1 ft 0 in HERS 2006 None
8 S Metal Double(Clear) Yes 0.6 0.35 N 45 ft2 1 ft 3 in 1 ft 0 in HERS 2006 None
INFILTRATION &VENTING
VMethod ----Forced Ventilation--- Run Time Fan
SLA CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Watts
Default 0.00036 1188 5.67 65.2 122.6 0 cfm 0 cfm 0
0
GARAGE
#_—Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation
1 220 ft2 — 220 ft2 64 ft 8 ft 1 —
COOLING SYSTEM
# System Type __ Subtype _ _ Efficiency _Capacity Air Flow SHqDuctless
Central Unit None SEER: 13 30 kBtu/hr 900 cfm 0.7
HEATING SYSTEM
# System Type _ Subtype Efficiency _Capacity Ductless
1 Electric Heat Pump None HSPF: 7.7 30 kBtu/hr False
HOT WATER SYSTEM
_ # System Type EF _Cap Use SetPnt
_ Conservation
1 Electric 0.97 50 gal 50 gal 120 deg None
1/11/2010 9:19 PM EnergyGauge®USA-FlaRes2008
Page 3 of 5
FSEC SOLAR HOT WATER SYSTEM
Cert # Company Name Collector Storage
System Model# Collector Model# Area Volume FEF
None None --
ftZ
DUCTS
/ —Supply--- ----Return---- Air Percent
# Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF
1 Attic 6 100 ft2 Attic 100 ftz Default Leakage Interior
TEMPERATURES
Programable Thermostat:Y Ceiling Fans:
Heating Jan Feb Mar X Apr May Jun Jul Aug Sep Oct X Nov DecVenting [X]
XJan �XX]
XFeb [XXI
Mar �X�Apr [XXI
XMay [XXI Jun [xx]
XJul �XXJ
XAug [XXI
X Se p [,XX]
Oct �X�Nov [Xxj
Dec
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 78 78 78 78 78 78 78 78 78 78
Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
1/11/2010 9:19 PM EnergyGauge®USA-FlaRes2008
Page 4 of 5
FORM 1100A-08
Code Compliance Cheklist
Residential Whole Building Performance Method A - Details
ADDRESS: 320 3RD STREET
PERMIT#:
ATL BCH, FL,
INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE
Exterior Windows&Doors N1106.AB.1.1 Maximum: .3 cfm/s .ft.window area; .5 cfm/s .ft. door area. CHECK
Exterior&Adjacent Walls N1106.AB.1.2.1 Caulk, gasket,weatherstrip or seal between:windows/doors&
frames, surrounding wall;foundation&wall sole or sill plate;joints
between exterior wall panels at corners; utility penetrations;
between wall panels&top/bottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is
installed that extends from, and is sealed to,the foundation to the
top plate.
Floors N1106.AB.1.2.2 Penetrations/openings> 1/8"sealed unless backed by truss or
joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier
—___ is installed that is sealed to the Rerimeter, enetrations and_seams. _
Ceilings N1106.AB.1.2.3 Between walls&ceilings; penetrations of ceiling plane to top floor;
around shafts, chases, soffits,chimneys, cabinets sealed to
continuous air barrier;gaps in gyp board&top plate; attic access. f'
EXCEPTION: Frame ceilings where a continuous infiltration barrier
is installed that is sealed at the perimeter, at penetrations and
seams.
Recessed Lighting Fixtures N1106.AB.1.2.4 Type IC rated with no penetrations, sealed;or Type IC or non-IC
rated, installed inside a sealed box with 1/2"clearance&3"from
insulation;or Type IC with<2.0 cfm from conditioned space,
tested.
-Multi-story-Houses — N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors.
Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space
heaters comply with NFPA, have combustion air.
OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.)
COMPONENTS SECTION REQUIREMENTS
— ------ CHEJK
Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N112.ABC.3. Switch
or clearly marked circuit breaker(electric)or cutoff(gas) must be
rovided. External or built-in heat trap required.
Swimming Pools&Spas N1112.AB.2.3 Spas&heated pools must have covers(except solar heated).
Non-commercial pools must have a pump timer. Gas spa&pool
heaters must have a minimum thermal efficiency of 78%.
— --_ Heat um pool heaters shall have a minimum COP of 4.0. _
Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per
— -- - -_ minute at 80 PSIG.
Air Distribution Systems N1110.AB All ducts,fittings, mechanical equipment and plenum chambers
shall be mechanically attached, sealed, insulated and installed in
accordance with the criteria of Section N1110.AB.
--_ Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for
each system.
Insulation N1104.AB.1 Ceilings-Min. R-19. Common walls-frame R-11 or CBS R-3 both
N1102.B.1.1 sides. Common ceiling&floors R-11.
1/11/2010 9:19 PM EnergyGauge®USA-FlaRes2008
Page 5 of 5
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 83
The lower the EnergyPerformance Index, the more efficient the home.
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=13.0 1638.00 ft=
3. Number of units, if multiple family 1 b. N/A R= ft2
c.N/A R= ft2
4. Number of Bedrooms 2 d.N/A R= ft2
5. Is this a worst case? No 10.Ceiling Types Insulation Area
6. Conditioned floor area(ft2) 1258 a. Under Attic(Vented) R=30.0 633.00 ft2
7. Windows** Description Area b. N/A R= ft2c. N/A R= ft2
a. U-Factor: Dbl, U=0.60 287.00 ft2
SHGC: SHGC=0.35 11. Ducts
b. U-Factor: N/A ft2 a. Sup:Attic Ret:Attic AH: Interior Sup. R=6, 100 ft2
SHGC: 12.Cooling systems
c. U-Factor: N/A ft2 a.Central Unit Cap:30 kBtu/hr
SHGC:
d. U-Factor: N/A ft2
SEER: 13
SHGC: 13. Heating systems
e. U-Factor: N/A ft2 a. Electric Heat Pump Cap:30 kBtu/hr
SHGC: HSPF:7.7
8. Floor Types 14.Hot water systems
Yp Insulation Area
a. Slab-On-Grade Edge Insulation R=0.0 578.00 ft2 a. Electric Cap:50 gallons
b. Raised Floor R=19.0 55.00 ft2 EF:0.97
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
Construction through the above energy saving features which will be installed (or exceeded) yO11HEST,q�ct
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:
c0
*Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA-
FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home
may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at
(321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified
Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the
Department of Community Affairs at(850)487-1824.
**Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G
of the Florida Building Code, Residential, if not DEFAULT.
EnergyGauge®USA-FlaRes2008
Residential System Sizing Calculation
Summary
love Project Title: Code Only
320 3rd dtreet love addition 1 Professional Version
atl bch, fl Climate: North
1/11/2010
Location for weather data: Jacksonville - Defaults: Latitude(30) Altitude(26 ft.) Temp Range(M)
Humidit data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 53 r.
Winter design temperature 32 F Summer design temperature 93 F
Winter setpoint 70 F Summer setpoint 75 F
Winter temperature difference 38 F Summer temperature difference 18 F
Total heating load calculation 28391 Btuh Total cooling load calculation 26116 Btuh
Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh
Total (Electric Heat Pump) 105.7 30000 Sensible (SHR = 0.75) 107.6 22500
Heat Pump+Auxiliary(O.OkW) 105.7 30000 Latent 144.1 7500
Total Electric Heat Pum 114.9 30000
WINTER CALCULATIONS
Winter Heating Load for 1258 sqft)
Ducts(7%)
Load component Load
Window total 287 sqft 9488 Btuh
Wall total 1638 sqft 5525 Btuh In1il.(22%) Wlndows(33%)
Door total 0 sqft 0 Btuh
Ceiling total 633 sqft 766 Btuh
Floor total See detail report 4634 Btuh
Infiltration 147 cfm 6130 Btuh
Duct loss 1849 Btuh
Subtotal 28391 Btuh Floors(16%) Ceilings(3%)
Ventilation 0 cfm 0 Btuh
TOTAL HEAT LOSS 28391 Btuh Wdls(19%)
SUMMER CALCULATIONS
Summer Cooling Load for 1258 sqft)
Load component Load
Window total 287 sqft 8277 Btuh
Wall total 1638 sqft 3562 Btuh
Door total 0 sqft 0 Btuh Latent intarnal(6%)
Ceiling total 633 sqft 1068 Btuh
Floor total 36 Btuh Int.Gain(15%)
Infiltration 75 cfm 1493 Btuh I
ilings(4%)ndows(32%)
Internal gain 3840 Btuh
Duct gain 2634 Btuh
Sens.Ventilation 0 cfm 0 Btuh
Total sensible gain 20911 Btuh Duds(l3%)
Latent gain(ducts) 887 Btuh
Latent gain(infiltration) 2718 Btuh
Latent gain(ventilation) 0 Btuh Inril.(16%) Wafls(14%)
Latent gain(internal/occupants/other) 1600 Btuh
Total latent gain 5205 Btuh
TOTAL HEAT GAIN 26116 Btuh
EnergyGauge(D Says Yin
Version 8 PREPARED BY` I
For Florida residences only DATE:
0 EnergyGauge® FLRCPB v4.5.2
System Sizing Calculations - Summer
love
Residential Load - Whole House Component Details 320 3rd dtreet Project Title:love addition 1 Code Only
n
atl bch, fl Professional Version
Climate: North
Reference City: Jacksonville (Defaults) Summer Temperature Difference: 18.0 F 1/11/2010
Component Loads for Whole House
Type" Overhang Window Area(sqft) HTM Load
Window Pn/SHGC/U/InSh/ExSh/IS Ornt Len H t Gross Shaded Unshade Shaded Unshaded
1 2,Clear,0.87, None,N,F N 1.3ft 1ft. 26.0 0.0 26.0 24 24
2 2,Clear,0.87, None,N,F N 1.3ft 1ft. 4.0 0.0 4.0 24 24 618 Btuh
3 2,Clear,0.87,None,N,F N 1.3ft 1ft. 6.0 0.0 6.0 24 24 95 Btuh
4 21 Clear,0.87, None,N,F W 1.3ft 1Oft. 36.0 0.0 36.0 24 64 143 Btuh
5 2,Clear,0.87, None,N,F W 1.3ft 1ft. 36.0 36.0 0.0 24 64 2310 Btuh
6 2,Clear,0.87,None,N,F W 1.3ft 1ft. 6.0 6.0 0.0 24 856 Btuh
7 2,Clear,0.87,None,N,F 64 143 Btuh
S 2ft. 1ft. 128.0 128.0 0.0 24 28 3043 Btuh
8 2,Clear, 0.87, None,N,F S 1.3ft 1ft. 45.0 45.0 0.0 24 28 1070 Btuh
Window Total _ 287(sqft) _ 8277 Btuh
Walls Type R-Value/(_Value-Area(sqft) HTM -Load
--
1 Frame-Wood-Ext 13.0/0.09 1638.0 2.2 3562 Btuh
Wall Total 1638 (sgft) 3562 Btuh
Ceilings Type/Color/Surface R-Value Area(sgft) HTM Load
1 Vented Attic/DarkShingle 30.0 633.0 1.7 1068 Btuh
----Ceiling Total ____ 633 (sqft) __ _ 1068 Btuh
Floors Type R-Value Size HTM Load
1 I Slab On Grade 0.0 101 (ft(p)) 0.0 0 Btuh
2 Raised Wood-Open 19.0 55(sqft) 0.7 36 Btuh
Floor Total 156.0 (sqft) _ 36 Btuh
Envelope Subtotal: 12944 Btuh
Infiltration Type ACH Volume(cuft)wall area(sqft) CFM= Load
SensibleNatural _ 0.36 12580 1638 146.8 1493 Btuh
Internal Occupants Btuh/occupant Appliance Load
gain 8 X 230 + 2000 3840 Btuh
Sensible Envelope Load: 18277 Btuh
uct load (DGM of 0.144) 2634 Btuh
Sensible Load All Zones 20911 Btuh
EnergyGauge® FLRCPB v4.5.2 Page 1
8
Manual J Summer Calculations
love
Residential Load - Component Details (continued)320 3rd dtreet Project Title:love addition 1 Code Only
at[ bch, fl Professional Version
Climate: North
1/11/2010
WHOLE HOUSE TOTALS
Sensible Envelope Load All Zones 18277 Btuh
Sensible Duct Load 2634 Btuh
Total Sensible Zone Loads 20911 Btuh
Sensible ventilation 0 Btuh
Blower 0 Btuh
Whole House Total sensible gain
20911 Btuh
Totals for Cooling Latent infiltration gain (for 53 gr. humidity difference) 2718 Btuh
Latent ventilation gain 0 Btuh
Latent duct gain 887 Btuh
Latent occupant gain (8 people @ 200 Btuh per person) 1600 Btuh
Latent other gain 0 Btuh
Latent total gain 5205 Btuh
TOTAL GAIN 26116 Btuh
EQUIPMENT
=Centralit #
30000 Btuh
'Key: Window types(Pn-Number of panes of glass)
(SHGC-Shading coefficient of glass as SHGC numerical value or as clear or tint)
(U-Window U-Factor or'DEF'for default)
(InSh-Interior shading device:none(N), Blinds(B), Draperies(D)or Roller Shades(R))
(ExSh-Exterior shading device:none(N)or numerical value)
(BS-Insect screen:none(N), Full(F)or Half(H))
(Ornt-compass orientation)
Version 8
For Florida residences only
EnergyGauge® FLRCPB v4.5.2
Page 2
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M�YRD STREE
NOTICE OF COMMENCEMENT
(PREPARE IN DUPUCATE)
Permit No. Tax Folio No.
State of County of
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 In#orrnation Is stated in this NOTICE OF
COMMENCEMENT.
Legal description of property being improved: [-be q '�u bt 1p
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Address of property being improved: 3 Z D
3='3
General description of improvements: s C )!j
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Owner .� d ! 0 ve,
Address 'S j:3-L-i Zed St A 177 , 3 z-L 33
Owner's interest in site of the improvement L HT/!^,-P—
Fee Simple Titleholder(if other than owner)
Nance
Address
Contractor e'�
Address ' w 3i:-L-33
Phone No. Fax No.
Surety Of arty)
Address Amount of bond$
Phone No. Fax No.
Name and address of any person making a loan for the construction of the improvements.
Name
Address
Phone No. Fax No.
Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other
documents may be served:
Name
Address
Phone 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 Statutes.(Fill in at Owner's option).
Name
Address
Phone No. Fax No.
Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a
diffennt date is specified): _
THIS SPACE FOR RECORDER'S USE ONLY �1 �MYNV +�
— ---- Signed: f DATE
—___--
Before me itds 0 day of rw � th
-- -----_— County of Duval.Stela of Florida,has personally G f� herein by
Nu #r P gee: 39,OR t3K 151 2f Page 1021, h and aft.. that all statements and declaratbns herein
Number Pages:1
Recorded 01/08/2010 at 12:45-PM, ' .
JIM FULLER CLERK CIRCUIT COURT DUVAL
COUNTY SHIRLEY L
RECORDING$10.00 't'" a�; ' ty _
ry s? oIres 1 2010
-i d
P �tl1 ri or
Page 1 of 1
tKe * 1548065*
6VU �Gf:y
Print Date:
Transaction#: 1548065 •a
1/8/2010 12:45:50 PM
Receipt#: 1493219
Cashier Date: 1/8/2010 Jim Fuller
12:45:47 PM Clerk Circuit Court
(KPEARSON) Duval County
330 E. Bay Street Rm 103
Jacksonville, FL 32202
(904) 630-2044
Customer Information Transaction Information Payment Summary
DateReceived: 01/08/2010
Source Code: BEACH
Q 180 DEGREE PROPERTIES INC Q Code: BEACH
320 3RD ST Return Code: Over the Total Fees $10.00
ATLANTIC BEACH, FL 32233 Counter Total Payments $10.00
Trans Type: Recording
Agent Ref
Num:
1 Payments
1
Lp L_I CASH
$10.00
1 Recorded Items
BKPG: 15121/2022 CFN.•2010005439 Date:1/8/2010
Qx- (N/C)NOTICE 12:45:46 PM
COMMENCEMENT From: LOVE BILL ETAL To: COMMENCEMENT
INDEXING 3 $0.00
RECORDING 1 $10.00
10—search Items
0 Miscellaneous Items
file://C:\Program Files\RecordingModule\default.htm
1/8/2010
320 3`d Street
ASM
rr
Building Type 0801 - DUPLEX SOH
Year Built 1960
Type Gross Area Heated Area
Base Area 1666 1666
Unfinished Storage 48 0
Unfin Open Porch 296 0
Unfinished Storage 48 0
Total 2058 1666
r
3
w 132
f
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BAS 34
4"
MAP SMOXING BOUNDARY SURVEY OF
LOT 7 AND THE EAST 1/2 OF LOT 9, BLOCK 4, SUBDIVISION "A" ATLANTIC BEACH AS RECORDED IN
PLAT BOOK 5, PAGE 69, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
CERTIFIED TO.
WILLIAM J. LOVE&MARY W.LOVE
OCEANSIDE BANK,N.A.
THIRD STREET RICHARD T.MOREHEAD TITLE&ESCROW, INC.
STEWART TITLE GUARANTY COMPANY
(40.0' RIGHT OF WAY)
N 8959'47" E 74.96' (MEASURED)
25.00' (PLAT) 25.00' (PLAT) 50.00' (PLAT) FOUND 1/2'IRON PIPE
FOUND 3/4" IRON PIPE' '.
;i"..'is •.. NO IDENTIFICATION
NO IDENTIFICATION
Dm150.00' (PLAT)
^
W `° :•
XXI
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A 1.2' OD
12.8' 12.8'
1.9' 49.4' TFI
AIR E] I
CONDITIONER
PAD D C
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w MASONRY & FRAME I w
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N¢ N 322 N D
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BLOCK 4 BLOCK 4
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25.00'
(PLAT) JVO. 5.00' (PLAT) 50.00' (PLAT) 0.2
FOUND 1/2' IRON PIPE .1' FOUND 1/2' IRON PIPE
STAMPED 'LB 3672' S 89'59'04" W STAMPED 'LB 3672'
LOT 10 74.96' (MEASURED) LOT 8
BLOCK 4 I BLOCK 4
JOB 08-0097 DATE OF FIELD SURVEY: 04-16-08 DATE OF ISSUE: 04-18-08 1 SCALE: 1" = 20'
NOTICE OF COMMENCEMENT
(PREPARE IN DUPLICATE)
Permit No. Tax Folio No.
State of County of
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: �S?0
General description of improvements:
2
Owner
Address :31:X 5t A fla- C (--L 2 7-03
Owner's interest in site of the improvement -hTI r
Fee Simple Titleholder(if other than owner)
Name
Address
Contractor D � r0
Address
L-L3
Phone F � o.
Z 7 • Q ��e
Surety(if any)
Address Amount of bond$
Phone No. Fax No.
Name and address of any person making a loan for the construction of the improvements.
Name
Address
Phone No. Fax No.
Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other
documents may be served:
Name
Address
Phone 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 Statutes.(Fill in at Owner's option).
Name
Address
Phone 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 �� /17
Signed: DATE . 1 /
Before me this day of i, t,h
County of Duval,State of Florida,hes personally appe d
1JOC c t i005a,3g, tJt{tiK i�i 2; Page.2-02.2. — O/Q herein by
ACUCilber°ages' -1 himself elf and affirms that all statements and declarations herein
Recorded 01'08,2010 at 12:45 PM, a ar9e accurate
.;IM FULLER CLERK CIRCUIT COURT DUVAL
COUNTY
RECORDING$10.x0 " f SHI LEY L q
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P 41
�t?entir or
Comp. By: RLC
Date: 1/22/2010
Public Works Department
City of Atlantic Beach
Permit No: 07-1397
Address: 31 17th Street
Required Storage Volume
Criteria:
Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations
requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be
stored on site. Volume of Runoff is defined as follows:
V=CAR/12
Where: V=Volume of Runoff
C=Coefficient of Runoff
A=Area of lot in square feet
R=25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach)
Predevelonment Runoff Vol Mme
Lot Area(A) = 11,250 ft2
Runoff Coefficient
Area Lot Area
Description (ft) (ft2) "C" Wtd "C"
Impervious 3,023 11,250 1.00 0.27
Pervious 8,227 11,250 0.20 0.15
Runoff Volume Runoff Coefficient(C)= 0.41
V= 0.41 x 11,250 x 9.3 / 12
V= 3,618 ft3
Postdevelonment Runoff Volume:
Lot Area(A) = 11,250 ft2
Runoff Coefficient
Area Lot Area
Description (ft) (ft) Wtd "C"
Impervious 4,691 11,250 1.00 0.42
Pervious 6,559 11,250 0.20 0.12
Runoff Coefficient(C)= 0.53
Runoff Volume
V= 0.53 x 11,250 x 9.3 / 12
V= 4,652 ft3
Required Storage Volume
DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume
DV= 4,652 - 3,618
DV= 1,034 ft3
Retention 320 3rd Street-onsite RetentionAs 1/22/2010
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THIRD STREET om`
zs!�=�� City of Atlantic Beach APPLICATION NUMBER
n� Building Department (To be assigned by the Building Department.)
800 Seminole Road
Atlantic Beach, Florida 32233-5445
Phone(904)247-5826 • Fax(904)247-5845
~�r;J T E-mail: building-dept@coab.us Date routed:
City City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
z v o-bf A ,¢��f��S 7
Property A cess. 26 c�r0 S7 De artment review required Yqs No
�ff/4 Q �>f
uild
Applican �� ,�� a1:1anning &Zoni
-Tree ministrator
Project: jfYl ublj_Q Wor
Public Utilities
u tic Safety
r&7)1L y Fire Services
"i
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified B
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPY CATION STATUS
Reviewing Department First Review: Approved. ❑Denied.
(Circle one.) Comments:
BUILDIN
PLANNING &ZONING Reviewed by: Date:
TREE ADMIN. Second Review: ❑Approved as revised. ❑ enied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: []Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
Revised 05/14/09
yZ.11 City of Atlantic Beach
APPLICATION NUMBER
�t S, Building Department
^ (To be assigned by the Building Department.)
800 Seminole Road 1-• 1' , .,
Atlantic Beach, Florida 32233-544
5 .._ ° "'.� ��� A) -•
Phone(904)247-5826 Fax(904)24745 J
E-mail: building-dept@coab.us ` �� Date routed: /
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
.Z Z_ '4-prf 65 7
Property A ress. 2-10 �� 7 IDe artment review re uired Yes No
qOild
Applican d �� ,e� �d Planning &Zoni
ree ministrator
Project: jam' aYl ublic Wor
Pubic Utilities
I'l� u lic Safety
W 1 �t �� �f / L y Fire Services
Revtew e
S�ghature14
Other Agency Review or Permit Required Review or Receipt Date '
of Permit Verified B
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: QApproved. [Denied.
(Circle one.) Comments:
BUILDING
PLANNING &ZONING
Reviewed by: Date: ► U
TREE ADMIN. Second Review: Approved as revised.
Pp ❑Denied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by. Date: �2.
FIRE SERVICES Third Review: QApproved as revised. ❑Denied.
Comments:
Reviewed by: Date:
Revised 05/14/09
Public Works Plan Review Comments
Date: 1/21/10 Initials•
Project Name/Address: 320 3rd St. Application Permit#: 10-0036
Application Tracking Comments Check Box
to Add
Comment
Provide pre-construction impervious urface calculations. Estimate by Public Works
is approximately 4% . Q ) �
Provide erosion and sediment control plans with installation details and maintenance
schedule.
Provide drainage plans showing site topography(flow arrows, etc.) ❑
Provide construction site management plan, including Right-of-Way Permit if using
right-of-way for construction parking.
Provide a pre-construction topographic survey prepared by a Florida Licensed
Professional Land Surveyor, showing 1' contours. ❑
Section 24-66(b) of the Land Development Regulations requires on-site storage for
increased runoff. Estimated Delta volumeu. ft. On-site retention required per
Section 24-66(b). Provide plan for storage. p _
If on-site storage is required, a post construction topographic survey documenting
proper construction will be required. l
A Right-of-Way Permit must be obtained for use ❑
A Revocable Encroachment Permit must be obtained. ❑
Pool—Wellpoint (if used) must discharge into vegetated area 10' minimum from
street or drainage feature (swale, structure or lagoon).
❑
All concrete driveway aprons must be 5 inches thick, 4000 psi, with fibermesh from
the edge of the pavement to the property line. Reinforcing rods or mesh are not ❑
allowed in the ROW Commercial driveways—6"thick).
Any utility cuts in the road must be repaired using COJ Standard Detail Case X and
must be overlaid 10 feet in each direction from the center of the cut. Repair must be ❑
shown on the plans.
P - Roll off container company must be on City approved list and cannot be placed
on City right-of-way.
0
Public Works Pian Review Comments
Date: 1.3
)D Initials-
Project'Name/Address; 3zb Application Permit
Provide)impervious surface calculations. ZT /Sy �� v�7�� -S� 1y°�a J ❑
Provide erosion and sediment control plans with installation details and maintenance
schedule..
Provide drainage plans showing site topography (flow arrows, etc.) ❑
Provide construction site management plan, including Right-of-Way Permit if-using
right-of-way for construction parking. .
Provide a pre-construction topographic survey prepared by a Florida Licensed
Professional-Land Surveyor, showing 1' contours.
Section 24-66(b) o Land Development a ation requires on-site storage for
increased runoff. Vie- iAW on-site retention required
per Section 24-66(b).
If on-site storage is require ntopographic survey documenting
proper construction will be required. S,�.
A Right-of-Way Permit must be obtained for use
A Revocable Encroachment Permit must be obtained. ❑
Pool—Wellpoirit(if used)must discharge into vegetated area 1.0' minimum from ❑
street or drainage feature (swale, structure or lagoon).
All concrete driveway aprons must be 5 inches thick,4000 psi,with fibermesh from
the"edge of the pavement to the property line. Reinforcing rods or mesh are not ❑
allowed in the ROW(Commercial driveways—6"thick).
Any utility cuts in the road must be repaired using COJ Standard Detail Case X and
must be overlaid 10 feet in each direction.from the center ofthe cut.. Repair must be ❑
shown on the plans. .
P -Roll of container company must be on City approved list and cannot be placed
on City right-of-way:
' CITY OF ATLANTIC BEACH �
800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 ®9 9 _
OFFICE:(904)247-5826•FAX NO.:(904)247-5845
BUILDING-DEPT@COAB.US
f BUILDING PERMIT APPLICATION DUVAL COUNTY
1.JOB ADDR SS: 2.VALUATION OF WORK 3.SQ.FT.UNDER ROOF
4.LEGALDESCRIPTION: �] �" �} 5.CLASS OF WORK: S.USE OF STRUCTURE:
LOT_BLOCK SN��.GFWGfgly• t t� ,IJP , ❑NEW BUILDING ❑DEMOLITION 34 RESIDENTIAL
ADDITION ❑CONVERTING USE ❑COMMERCIAL
7.DESCRIPTION OF WORK ❑ALTERATION ❑ACCESSORY BLDG. 8.FIRE SPRINKLER:
,aeld,'tl (J A ElREPAIR ❑POOL/SPA 11YES ;Q N/A
❑MOVE ❑OTHER ❑NO
9
9PROPERTY OWNER: CONTRACTOR: ARCHITECT/ENGINEER:
/ Y I`(�I�"l 15./COMPANY AME: 23.C
/ 16.NAME: A 24__LICEN N ME: ``
�. .Go ftr rl,e r
10.ADDRESS 17.STATE OF DA LICENSE 0.: 25.STATE OF FLORIDA LICENSE NO.:
^ f y� 18.ADDRES • 2 .A DREs�
33 0
11.OFFICE PHONE: 122.FAX NO.: B 19.OFFICE
HPHONE: 200..FAX Z': „�r 27.OFFICE qHO E:� 28.FAX NO.:
1y.CELL 0 073y" L�/ 21.CELL\��ONE'/ / ���� t �(/ l►_ ` 6 HYJ -3(
14.EMAIL ADDRESS: 22,EMAIL ADDRESS: 30.EMAIL ADDRESS:
1�'l/ � ��,� 4�ir�,, r'.a `l c�i✓2� � Q �ib� .tom+,)
FEE SIMPLE TITLE 4'OLDER:
(IF OTHER THAN OWNER) BONDING COMPA Y: MORTGAGE LENDER:
31.NAME: 33.NAME: 35.NAME:
32.ADDRESS: 34.ADDRESS: 36.ADDRESS:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this
jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or
abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for
Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc.
OWNER'S AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable
laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and
prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law.
* WARNING TO OWNER:
YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
OWNER or AGENT CONTRACTOR
(if Agent,Power of Attorney or Agency Letter Required) (Qualifier Only) --i
Signed:44,/X— /. Date: Signed: Date:
Before me this day of 2009 in the county of Before me this day of 2009 in the county of
Duval,Stmt Qf fto da,has personally pp �eared Duval,State of Florida, ersonall ppeared
l�V 4 GG Cn'1A rn
herin by himself/herself and affirms that all statements and declarations a herin by himself/herself a0A affirms the statements and declarations are
true and accurate. true and accurate.
Notary Public La tate of unty of G Notary Public at La a, of County of
❑Person y Kno ❑Personally Known
❑Produced Iden Produced Identification-
tary Signature: Notary Signature:
IN
S11IRLEY L. GRAS AM
?s*r�*�= NotaryPublic-Stateof Florida
. My Commission Expires Feb 14,2010
Commission#DD 518533
BLDGO ertft }Rj)�k$ation kMd9 'ff MYcjrR@fi%tary Assn.
MAP SHOXING BOUNDARY SURVEY OF
LOT 7 AND THE EAST 1/2 OF LOT 9, BLOCK 4, SUBDIVISION "A" ATLANTIC BEACH AS RECORDED IN
PLAT BOOK 5, PAGE 69, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
CERTIFIED TO:
WILLIAM J.LOVE&MARY W.LOVE
OCEANSIDE BANK,N.A.
THIRD STREET RICHARD T. MOREHEAD TITLE&ESCROW,INC.
(40.0' RIGHT OF WAY) STEWART TITLE GUARANTY COMPANY
N 89'59'47" E 74.96' (MEASURED)
25.00' (PLAT) 25.00' (PLAT) 50.00' (PLAT) FOUND 1/2'IRON PIPE
NO IDENTIFICATION
FOUND 3/4' IRON PIPE
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FOUND 1/2' IRON PIPE .1' FOUND 1/Y IRON PIPE
STAMPED 'LB 3672' S 89'59'04" W STAMPED 'LB 3672'
LOT 10 74.96' (MEASURED) LOT 8
BLOCK 4 I BLOCK 4
JOB # 08-0097 DATE OF FIELD SURVEY: 04-16-08 JDATE OF ISSUE: 04-18-08 SCALE: 1" = 20'
S 89. 59' 04" UJ 14.90' CI,;IEASURp) �U
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THIRD STREET
CITY OF ATLANTIC BEACH PRODUCT APPROVAL SPECIFICATION SHEET (short form)
As required by Florida Statute 553.842 and Florida Administrative Code 96-72,please provide the information and approval
numbers on the building components listed to be utilized on the construction project for which you are applying. We
recommend you contact your local product supplier should you not know the product approval number for any of
the applicable listed products. Statewide approved products are listed online @ www.floridabuilding.org
rdOther
y/Subcategory Manufacturer Product Description FL Approval#(s)
OORS
ging
ng
C.
onal/Roll Up
WINDOWS
a. Single/Double Hung A ,, ti✓I�+ L
b. Horizontal Slider
c. Casement
d. Fixed
e. Mullion
f. Skylights
g. Other
PANEL WALL
a. Siding
EL Seb. Soffits
c. Storefronts
d. Glass Block
e. Other
ROOFING PRODUCTS
a. Asphalt Shingles 6 T'U
b. Non-Structural Metal
c. Roofing Tiles
d. Single Ply Roof
e. Other
STRUCTURAL COMPONENTS
a. Wood Connectors
b. Wood Anchors
c. Truss Plates
d. Insulation Forms
e. Lintels
f. Others
NEW EXTERIOR ENVELOPE
I understand that,at the time of inspection,the following information must be available to the inspector on the jobsite,
1. A copy of the product approval.
2. The list of performance characteristics which the product was tested and certified to comply with.
rn
3. A copy of the applicable manufacturers'installation requirements.Further,I understand a product may have to be removed if approval cannot bedemonstrated during inspeLE COPYDat
H:/Product approval spec sheet short form.xlsx
ms s
MiTekp
POWER M PERFORM."
RE: 12940- Love Addition MiTek Industries, Inc.
14515 North Outer Forty Drive
Suite 300
Site Information: Chesterfield,MO 63017-5746
Project Customer: Durham Bldg Materials Project Name: Love Addition Model:
Lot/Block: Subdivision:
Address: 320 3rd Street
City: Atlantic Beach State: FL
Name Address and License#of Structural Engineer of Record, If there is one,for the building.
Name: License#:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FRC2007/TP12002 Design Program: MiTek 20/20 7.1
Wind Code: N/A Wind Speed: N/A mph Floor Load: N/A psf
Roof Load: N/A psf
This package includes 25 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
This document processed per section 16G15-23.003 of the Florida Board of Professionals Rules
No.
Seal# Truss Name Date N_o. Seal# Truss Name Date__
11 116123506 A01 _ 118/010 18 116123523 G05 _/8/010
12__ 116123507 LA01G 11/8/010_ 19 __1116123524.1GE1 L1/8/010
13_1116123508 IAO __ 1/8/010 20 1116123525 1401 _ 1%8/010__1
14 116123509 A03_ �0/010 21 116123526_1-403
1_1116123510 1A04 _ 1 1/8/010 22_ 116123527 J05 _ _ _
16 116123511 F01 _�l/8/010__ 23 __L16123528 J07 _ —��1/8/010 1
L7_ 116123512 F02 —J 1/8/010 J
1 1/8%010_�24 116123529":!f'
L8__1116123513 F03 11/8/010 125_ 1116.123530'
L9 116123514 F04 __ 11/8/010 J CODE COMPLIANCE .
110 116123515 F051/8/010 CITY OF ATLANTIC BEACH
L11 116123516 06 __L/8/010 SEE PERMITS FOR ADDITIONAL
(12 1116123517 F07 __=1/8/0100 REQUIREMENTS AND CONDITIONS.
(13 116123518 F08____ 11i8/616-
14
14 1116123519 G01 1/8/0_10__ i REVIEWED BY: DATE: l'ul'l 0
115 __ 116123520. 1G02 1/8/010 L
16 _1116_123521__1_G03 1/8/01 Q 1
17 1116123522 G04 _ 1/8/010_
The truss drawing(s)referenced above have been prepared by MiTek �.` c�G.•��G E•NS�,F,Sj�i�
Industries, Inc. under my direct supervision based on the parameters
provided by Builders Truss Manufacturing. * No 58316
Truss Design Engineer's Name: Miller, Scott
My license renewal date for the state of Florida is February 28,2011. '
Florida COA: 663401.0
•
NOTE:The seal on these drawings indicate acceptance of '.mss''•O R . G��•`
professional engineering responsibility solely for the truss '�S0NA1-
components shown. The suitability and use of this component ''"""'�`�,
for any particular building is the responsibility of the building
designer, per ANSI/TPI-1 Chapter 2. FL C 010
1 of 1 Miller, Sc
FILE COPY
,Job ----- Truss --- ------------ --- -
Truss Type Qty Ply Love Addition ---—�1-
2940 A01 ATTIC
16 1 116123506
Builders Truss Mfg.,Woodbine,GA 31569
------------ ------ ------Job Reference o tion) --
7.140 s Oct 12009 MiTek Industries,Inc. Fri Jan 08 10:14:32 2010 Page 1
880 --- �0-7----- --9 44— 11-1FD_
5-10.7 ---f-- .-f-12'B-Il--{--1q-0.p -15=Z�2
3-5-13 1-7.12 1-6-0 1-0- 1-7-12 T 3-5-13
-5.110.7— --I-2&-0
5-10.7 1-8-0
Scale=1:45.9
4x4=
5.00 F12
3x5 -_
B
3x5='
1.5x4 II 5 �''� \�� 7 1.5x4 II
4
5x5
3
1.5x4
5x5
i
16 �\
l 2 - -- ---- — _ /J 17
_ 10
x5 i 13 --- --- ---. \\1114
14 12
3x4 - 46- 3x4 3x5
=
131-9
5-10.7 -�---- 3-5-13 --_-F------ 15.7-12 ----{- 25=0.0
Plate Offsets X.Y): [2:0-3-9 0-1-8 6=3-8
—- ]j3:0.2-8,0-3 01 f6 0-2-0 0-2-8j, %0-2-8 0-3-0] 10:0-3-9 0-1_81—_ ---- --------------.
LOADING(psf) SPACING 2-0-0 CSI DEFL in (lac) I/deft Ud -r— PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) -0.24 12-14 -999 240
TCDL 7.0 Lumber Increase 1.25 BC 0.62 Vert(TL) 0.43 12-14 >686 180 MT20 244/190
BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.06 10 n/a n/a
BCDL 10.0 _Code FRC2007/TPI2002 -- — (Matrix) Wind(LL) 0.12 12-14 >999 360 Weight:133 Ib
LUMBER -- -- BRACING --------- -----------------
TOP CHORD 2 X 4 SYP No.1 D'Except- TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins.
1-3,9-11:2 X 4 SYP No.2 BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.
BOT CHORD 2 X 6 SYP No.2 _
WEBS 2 X 4 SYP No.2*Except* MiTek me
recomnds that Stablllzers and required cross bracing be
3-14,9-12,6-15:2 X 4 SYP No.3 installed during truss erection,in accordance with Stabilizer
Installation uide_
REACTIONS (lb/size) 2=1358/0-3-8, 10=1358/0-3-8 —
Max Hoa 2=74(LC 6)
Max Uplift2=-373(LC 6),10=-373(LC 7)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2779/555,3-4=-2404/439,4-5=-2042/453,5-6=0/519,6-7=0/519,7-8=-2042/453,
8-9=2404/439,9-10=-2779/555
BOT CHORD 2-14=-367/2513,12-14=-176/2128,10-12=-367/2513
WEBS 5-15=-2715/435,7-15=-2715/435,4-14=-10/753,8-12=-10/753,3-14=-494/275,
9-12=-494/275
NOTES
1)Unbalanced roof live loads have been considered for this design. 1111A//���,
2)Wind:ASCE 7-05;120mph(3-second gust);TCDL=4.2psf;BCDL=6.Opsf;h=30ft;Cat.11;Exp B;enclosed;MWFRS(low-rise)gable end ,,��O'(� W rvr/�C�I��'
zone and C-C Exterior(2)-1-8-0 to 1 4-0,Interior(1)1 4-0 to 9-4-4,Exterior(2)9-4-4 to 12-6-0,Intedo 1 15-7-12 to 23-8-0 zone;cantilever ` •E•N••
left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.33 plate grip:,GjG•'�\C' S'�•.•����
DOL=1.33
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
No 58316
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 2-0-0 wide will fits * �• ••;
between the bottom chord and any other members.
5)Ceiling dead load(5.0 psf)on member(s).4 5,7-8,5-15,7-15
6)Bottom chord live load(40.0 psf)and additional bottom chord dead load(10.0 psf)applied only to room.12-14
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)2=373, `
10=373. `
8)Attic room checked for L/360 deflection.
LOAD CASE(S) Standard �� S�ON
�/�1111111111
FL Cert. #6634
January 8,2010
WA--G-Verif9—9-P--.mrd READ MOT01 ON TRIS AA®DWLUDED Jff"N REFRRlWCE PAOE W1 7473 r a.10-b8 BSFORE USE.
Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component.
A
Applicability of design poromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the
erector.Additional permanent bracing of the overok structure is the re b, of the building designer.For general guidance regardingMiTek`
fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/►PIl QualityCrlFerla,DSB-69 and BCSI buildingCom ao
Safety fnfwma%n available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria,VA 22314. Pon®nt 14515 N.Ouler Forty,Suite#300
--- -- -- ----- Chesterfield,MO 63017
IJob --— Truss Truss Type ------.——.-- ------
Qty Ply Love Addition ---
12940 A01G GABLE
2 1161235071
1
------------
Builders Truss Mfg.,Woodbine,GA 31569 ----
7.140 s Oct 1 2009 MiTek Industries,Inc. Fri Jan 08 10:14:33 2010 Page 1
1-6-0 12-6-0 -- "I---- -- 25-0-0
12-6-0
1-8-0
Scale=145.9
4x4
1.5x4 II 7
x4 11
5.00 12 1.5x4 I 6 8
.�,� 27 1.5x4 II
1.5x4 II \\�9
1.5x4 11
1.5x4 11 25 4j �"\\ 10 28
., ` 1.5x4 11
11
24
2 29
_ �-- — —�V 12
3x4= .�,.<-" -.�..r:��i`L3�3.._,.._ �- - -T_ \113�6
23 22 21 20 19 16 17 16 153x4 \ \J
1.5x4 II 1.5x4 II 1.5x4 II 3x4= 14
1.5x4 1.5x4 11.5x4 11 1.5x4 11 1.5x4 11
1.5x4
-- — --------25-0-0---
LOADING(psf) SPACING 2-0-0 CSI DEFL in (IoC) I/def! Ud
TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) 0.00 13 n/r 120 PLATES TES GRIP
TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.01 13 n/r 80
MT20 244/190
BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.01 12 n/a We
BCDL 10.0 Code FRC2007fTP12002 (Matrix)
-- ----- -----_— Weight:125 lb
LUMBER ------- — _-.._ __
TOP CHORD 2 X 4 SYP No.2 BRACING
BOT CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
OTHERS 2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be 1
installed during truss erection,in accordance wrth Stabilizer
REACTIONS All bearings 25-0-0. �OS1�1 fon guide — —J
(Ib)- Max Hoa 2=73(LC 6)
Max Uplift All uplift 100 Ib or less at joint(s)20,21,22,17,16,15 except 2=-190(LC 6),23=-148(LC 6),
14=-147(LC 7),12=-203(LC 7)
Max Grav All reactions 250 Ib or less at joints)18,20,21,22,17,16,15 except 2=251(LC 1),23=305(LC 1),
14=305(LC 1),12=251(LC 1)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 6-7=-28/288,7-8=-28/288
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-05;120mph(3-second gust);TCDL=4.2psf;BCDL=6.Opsf;h=30ft;Cat.It;Exp B;endosed;MWFRS(low-rise)gable end
zone and C-C Comer(3)-1-8-0 to 1-4-0,Exterior(2)1-4-0 to 9-6-0,Comer(3)9-6-0 to 12-6-0,Exterior(2)15-6-0 to 23-8-0 zone;cantilever
left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.33 plate grip ,`
DOL=1.33
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable ��� �fO W W- ••CC`'��
End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. : �•.•�\C S�•,•,���
4)Gable requires continuous bottom chord bearing.
do
5)Gable studs spaced at 2-0-0 oc. N o 58316
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * •;
7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit.
between the bottom chord and any other members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)20,21,22,17,16,15
except(jt=1b)2=190,23=148,14=147,12=203.
�`•
LOAD CASE(S) Standard
;° P
�' �, •� O Roil ,O• •.\�,,
,%I%I% G�.
FL Cert. #6634
January 8,2010
.A WA.W--,,-if, P—a-mt s and READ MIM ON THIS ADD INCLUDED MTEKREF
SRE n incMduE PAGE Mf T47a rou. one nt BBY�'ORE USE.
Design varxi for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component.
APPlicobAity,of design
paramenfers and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown �
is for lateral�support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the !.
erector.A f�iioorww00 permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding __ ell
fabrication,quOW conflOt storage.delivery,erection and bracing,consult gN51/TP11 punlly CrNeAo,DSO-89 omit BC51 Building Component
�__Sak*Yrl— 0--oble from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 14515 N.Outer Forty,Suite 8300
------------ _—_—, Chesterfield,MO 63017
I�MWAII
Job ------ Truss
1 Truss Type Qty ply Love Addition 12940 A02 HIP -------------- ------
2 1 116123508
Builders Truss Mfg.,Woodbine,GA 31569 - - -----`- ---
_—_-_Job Reference o
7.140 s Oct 12009 MiTek Industries,Inc. Fri Jan 08 10:14:33 2010 Page 1
1_g_0 5-9-14 --F 5-2-2 +.- 14-0-0 ---�-------- �---- 25-0-0
3-0-0 5.2-2 +— 5-9-14 --{-28. 0-
1-8.-0
Style=1.46.7
4x8 =
4x4 =
4 5
5.00 F12
3x4 5
\ 16 3x4
6
14
z �- n
3x4 = 13 12 11 \\ \8 l�1
10 9
1.5x4 II 3x4= 3x4 == 3x4 =-
1.5x4 11
3x8=
140-0
-�----+---19-2-2---_--f---- 2sao �
Plate Offsets X Y: 4:0-5-4 0-2 -
��-- ----
LOADING(psf) SPACING2-a0 CSI DEF
in (loc) Ildefl L/d PLATES GRIP
.---------�------------- -_----—_-----___---___-----__
TCLL 20.0 Plates Increase 1.25 IT
031 Vert(LL) 0.07 12 >998 240 MT20 2441190
BCLL
BCDL 7.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.19 12-13 >999 180
. p Stress Incr YES W
00 ReStrB 0.30 Horz(TL) 0.07 7 ride n!a
BCDL 10.0 — Code FRC2007/TPI2002 (Matrix) - Wind(LL) 0.09 12-13 >999 380 Weight:126 Ib
LUMBER -- BRACING ----- ------ ---------------- - --
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-12 oc puriins.WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 8-6-8 oc bracing, Except:
10.0-0 oc bracing:10-12.
MiTekrecommends that Stabilizers end cross braang be
installed during truss erection,in accordance with Stabilizer
REACTIONS (lb/size) 2=1010/0-5-8, 7=1010/0-5-8 Installation guide.—_
Max Horz 2=72(LC 6)
Max Uplift2=-433(LC 6),7=-433(LC 7)
FORCES (lb)-Max.Comp./Max,Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1832/730,3-4=-13381647,4-5=-1192!655,5-6=-1339!647,6-7=-1831/730
BOT CHORD 2-13=-532/1624,12-13=-532/1624,10-12=-352!1190,9-10=-532/1623,7-9=-532!1623
WEBS 3-12=-493/218,4-12=-49/307,5-10=-44/308,6-10=-491/219
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-05;120mph(3-second gust);TCDL=4.2psf;BCDL=6.Opsf;h=30ft;Cat.11;Exp B;enclosed;MWFRS(low-rise)gable end tit 111 r
zone and C-C Exterior(2)-1-8-0 to 1-4-0,Interior(1)1-4-0 to 6-9-1,Exterior(2)6-9-1 to 18-2-15,Interior(1)18-2-15 to 23-8-0 zone;
cantilever left and fight exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber � �(S W. M
DOL=1.33 plate grip DOL=1.33 ,, GO •
3)Provide adequate drainage to prevent water ponding.
. �.•.��G.EN
, S�;.F,Q
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 2-0-0 wide will fit+ No 58316 0
between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)2=433,
7=433.
LOAD CASE(S) Standard "
OR
s110NAl-t ��`�`
1111111
FL Cert. #6634
January 8,2010
®WARIillW-Vj
�dmi9•r P-mwrters cwd IZF.AD 1V07fi$ON 7P118 AND 7MCLi1®ED 1B78R REFERENCE PdQS 111107,73 rru.10-'08 BEFORE USE.
Design valid for use only with Well,connectors.This design is based only upon parameters shown,and is for an individual building component.
Applicability of design panarnenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for lateA=oti�y;�pd en�eb members only. Additional temporary bracing to insure stabiity Buring construction is the responsibillity of the
erector.A pwnXinent bracing of the overall structure is the responsibility of the building desigrnw.Fw L1451
iTek
fabrication.auaWty ean*a skirage,delivery,erection and bracing,consult ANSI/rPll general guidance regarding Safety I^Mtmulon av'a11o8a'e firam Aruss Plofe Institute,781 N.Lee Street,Suite 312.AlexarQyVA04 $9 a�SCSI Bupd[np ComponentN.Outer Forty,Suite 9300
rfield,MO 63017
b Truss --- Truss Type --- ----—_—_ _—
1IJO Oty Ply Love Addition -- -
12940 A03 ----
HIP �--- 116123509
Builders Truss Mfg.,Woodbine,GA 31569 ------ ------1 — --)Job Reference o tional _
7.140 s Oct 12009 MiTek Industries,Inc. Fri Jan 08 10:1434 2010 Page 11
_B_Il-O----
1.8.0 49-14 -----�-- -----------1&.0'Q--
42-2 7-0.0 — x'2 -{--- 140-0 ._
42-22 4-&14 � 1-8-0 1-8-0
Scale=1:46.7
4x5 =
4x8 =
_ 4 5
5.00 rj2
1.5x4 13
14 1.5x4
2 12�� \ // >�� �4
7
G 3x5% -----11 10 ------ 9------- — ----- \`8 1$
3x8-= 3x4== 3x4 3x5 \V
=
i— 9-0-0
9-0.0-----
_
Plate Offsets�X Y) [2:0-3-0 0-1-8 4:0-2_12 0-2A 5:0-5-4 0 2-0 7_Q3-0 00.1-8 7.0-0 0 ------ -- s o°—
-- ---_- =1 L---=1 ---- -- ---
LOADING(psf SPACING 2-0-0 CSI ----___---_—..-=- __—_-----_-_
TCLL 20.0 Plates Increase 1.25 DEFL in (loc) I/defl Ltd PLATES GRIP
TCDL 7.0 TC 0.42 Vert(LL) -0.15 7-9 >999 240 MT20 244/190
Lumber Increase 1.25 BC 0.58 Vert(TL) -0.40 7-9 >745 180
BCLL 0.0 Rep Stress Incr YES WB 0.14
BCDL 10.0 Code FRC2007/TP12002 HOfz(TL) 0.11 1 Na 60
- (Matrix) Wind(LL) 0.11 9-11 >999 360 Weight:1171b
LUMBER --------- -------------
TOP CHORD 2 X 4 SYP No-2 BRACING
BOT CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-6 oc purlins.
WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 7-9-8 oc bracing.
1�1-n-st
k recommends that Stabilizers and required cross bracing be
led during truss erection,in accordance with Stabilizer
REACTIONS (Ib/size) 2=1010/0-5-8, 7=1010/0.5-8 llation uide. _` I
Max Hoa 2=73(LC 6) ---
Max Uplift2=-435(LC 6),7=-435(LC 7)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1782/840,3-4=1544035,4-5=1402/739,5-6=-1543/736,6-7=-1782/840
BOT CHORD 2-11=-631/1596,9-11=-472/1401,7-9=-631/1596
WEBS 4-11=0/355,5-9=0/356
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-05;120mph(3-second gust);TCDL=4.2psf;BCDL=6.Opsf;h=30ft;Cat.11;Exp B;enclosed;MWFRS(low-rise)gable end
zone and C-C Exterior(2)-1-8-0 to 1-4-0,Interior(1)1-4-0 to 4-7-10,Exterior(2)4-7-10 to 20-4-6,Interior(1)20-4-6 to 23-8-0 zone;
cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber
DOLide a plate grip DOL=1,33 ,``, 0�� W• A w
3)Provide adequate drainage to prevent water ponding. ,��
4)This truss has been designed fora 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 2-0-0 wide will fit , �G••�\C•E N S�•�r,�
i
between the bottom chord and any other members. �
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)2=435, �' * :•• No 58316
7=435.
LOAD CASE(S) Standard
A
lo
FL Cert. #6634
January 8,2010
A WdWSM Ya*deeig-P�+�•and READ N07ES ON 7WS APW IMLWED 1HTWREF
Design void f«use orgy with AUTek connectors.This design is based onlyupon BR1Can in PdOE lflu T�73 ro component.
BORE USE.
p parameters shown.aid's for r individual design component
iss f =s�tfty ihdA tea$old proper incorporation of component is responsibility stability building designer_not truss designer.Bracing shown
erector.AddFMi�rpll `" 0°Xe"*rbers only.Additional temporary bracing tonsure statify during conshvction is the responsibility of the
Ax&Mmmen#flxroc&^g of the overall structure h the responsibility of the buld-ng desognec For Mi ek`
fabncotion.CAKON Con*dt Ocmyipe,.delivery,erection and bracing,consult general guidance regarding grow..,,o.w•ok'
r---
SOL*tnfphglpo o�bl>,'*horn Thm Plole Institute,781 N.Lee Street,Suite 31A2.NAIeFPI1 Quawy. AV Cd*ft-�-69 and�I BOl"no Component 14515 N.Outer Forty,Suite 9300
--------- _ Chesterfield,MO 63017 _- ---1
Job Truss Truss Type Qty Ply Love Addition
116123510
12940 A04 HIP 2 1
Job Reference joptionallL
Builders Truss Mfg.,Woodbine,GA 31569 7.140 s Oct 12009 MiTek Industries,Inc. Fri Jan 08 10:14.35 2010 Page 1
-1-9-0-i-- 3-s.14 -t-- 7'0-0 -i- - 12-6-0----+---- 18-a0 -- --i---2122---+---X5:4.0 --+-26=6'9-1
1-8-0 3-9-14 3-2-2 5.6-0 5.6.0 3-2-2 3.9-14 1-8-0
Scale=1.46.7
4x8 = 1.5x4 II 4x8
5.00,12 16 4 17 _ 18 5 _19 20 6 21
3x4 � � ------------------- --- \ 3x4
o
15 y 14 22 1 3 12 23 24 11 10 \\\J
3x8 5x = 3x8 =
2x4 3x4= 3x8= 3x4= 2x4
3-9-14 7-0.0 12-8=0_ 1_8.0-0 21-22 250-0
3-9-14 &2 2 —_-- S8_0_ --�- ---5-6-0 3-2_-2 3_-&74
Plate Offsets(X,Y): [4:0-5-4 0-2-41•[6:0-5-4 0 2-4 —
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP
TCLL 20.07Plates Increase 1.25 TC 0.74 Vert(LL) -0.20 12 >999 240 MT20 244/190
TCDL7.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.47 12 >629 180
BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(TL) 0.10 8 n/a We
BCDL 10.0 Code FRC2007fTP12002 (Matrix) _ Wind(LL) 0.27 12 >999 360 _ Weight:144 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-2 oc purlins.
BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-0 oc bracing.
WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be 1
installed during truss erection,in accordance with Stabilizer
Installation ouide.
REACTIONS (Ib/size) 2=1914/0-5-8, 8=1913/0-5-8
Max Horz 2=76(LC 5)
Max Uplift2=-932(LC 5),8=-932(LC 6)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-4028/1695,3-4=-4053/1797,4-5=-4602/2102,5-6=-4602/2102,6-7=405211798,
7-8=-402811697
BOT CHORD 2-15=-1519/3655,14-15=-1519/3655,12-14=157223766,11-12=1572/3765,
10-11=-1486/3654,8-10=-148613654
WEBS 4-14=-251700,4-12=-456/1003,5-12=-683/631,6-12=-45611004,6-11=-261698
NOTES
1)Unbalanced roof live loads have been considered for this design. I
11 11111111111
2)Wind:ASCE 7-05;120mph(3-second gust);TCDL=4.2psf;BCDL=6.Opsf;h=30ft;Cat.ll;Exp B;enclosed;MWFRS(low-rise)gable end ♦%% j W A4/4'
��
zone;cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.33 plate grip DOL=1,33 ♦♦♦ �\
3)Provide adequate drainage to prevent water ponding. G•--*G E•N se. .
•
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. V •
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 2-0-0 wide will fit
between the bottom chord and any other members. =* ::• No 58316
:•
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 ib uplift at joint(s)except(jt=1b)2=932,
8=932.
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated loads)238 Ib down and 234 Ib up at 7001'-
;
112 ib down and 136 Ib up at 9-0-12,112 Ib down and 136 Ib up at 11-0-12,112 Ib down and 136 ib up at 12-6-0,112 Ib down and 136
up at 13-11-4,and 112 Ib down and 136 Ib up at 15-11-4,and 238 Ib down and 234 Ib up at 18-0-0 on top chord,and 355 Ib down an ((/
Ib up at 7-0-0,94 Ib down at 9-0-12,94 ib down at 11-0-12,94 Ib down at 12-6-0,94 lb down at 13-11-4,and 94 Ib down at 15-11-4, o�T••.'�� O Q•.'��♦♦�
and 355 Ib down and 58 Ib up at 17-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of O R
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). S/O N A �`` ,♦♦
���111111111111
LOAD CASE(S) Standard
1)Regular:Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf) FL Cert. #6634
Vert:1-4=-54,4-6=-54,6-9=-54,2-8=-20
January 8,2010
Continued on page 2
M WARM?JG.V-ih design paraareters—d READ M7W ON 7WS Alm DiCLUDED M70C REFS OCE PAOE MI-7473 r .10-OS B13FORE LW
Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component.
•
Applicability of design paromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek'
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. or general guidance regarding
fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/rPil Quality Crileda,DSS-89 and SCSI Building Component rower�..w•n.K
14515 N.Outer Forty,
Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. --- --
— Chesterfield,MO 630177 #300
Job Truss Truss Type Qty Ply Love Addition
11612 12940 A04 HIP 2 1
Builders Truss Mfg.,Woodbine,GA 31569 7.140 s Oct 12009 MiTek Industries,Inc. Fri Jan 08 10:14:35 2010 Page 2
LOAD CASE(S) Standard
Concentrated Loads(Ib)
Vert:4=-198(F)6=-198(F)13=47(F)14=-308(F)12=-47(F)5=112(F)11=-308(F)17=-112(F)18=112(F)19=-112(F)20=-112(F)22=-47(F)23=-47(F)24=-47(F)
A WARMNQ Verify d-.9-p.—.*-.and READ MTES ON THIS AND nWLWED WTEKREF&REM E PAQB lCif 7473 res.10-908 BEFORE UM
Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component.
Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the fe
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding
fabrication, ---
quality control.storage,delivery,erection and bracing,consult ANSI/TPIT Quality Criteria,DS$-89 and BCSI Budding Component 14515 N.Outer Forty,Suite#300
Safety Inlormoflon available from Truss Plate Institute,761 N.Lee Street,Suite 312,Alexandria,VA 22314, Chesterfield,MO 63017
Job Truss Truss Type Qty Ply
Love Addition
1161235111
12940 F01 FLOOR 6 1
Job Referencejoptionall
Builders Truss Mfg.,Woodbine,GA 31569 — 7.140 s Oct 1 2009 MiTek Industries,Inc. Fri Jan 08 10:14:36 2010 Page 1
0-1-8
H 1"3=0 i 1 1 8"0 i 1=2 4 °
tale=1:43.5
45= 3x4 = 4x4 —
1.5x4= 4x4 = 4x4 = 3x4 = 4x4= 1.5x4 11 3x4 _ 3x6 FP= 4x4 = 4x4 = 4x8= 1.5x4 =
1 2 3 4 5 6 7 8 9 10 11 12 13
30 --- - --- - --- _ -- _- _—-- \ --- ----- --- 31 4
I
29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14
44 — 4x5— 4.4 = 3x5=4x5 I 3x5 11 3x5 11 3x5 11 4x5 11 3x4=- 4x4= 4x5 = 3x4 11 44=
5x5=
44 =
3x6 FP=
11-5-8 23-0-0
1-8.0 40-0� 8-8-0 9-0.0 6-0 10-6-0 11.4-0 13-10-12 16.4-12 18.10.12 21-4-12 22 9.4 2_8- 25-0-0
-- - -- --- _. —�--H -- r-- ----� ----- f- - -- --I
1-8.0 280 2.6-0 8-0 10-0 -10-0 2.5-4 2-6-0 280 2.6.0 1-4-80--2 1-8.0
0_1-8 _ 0-6-0
Plate Offsets(X,Y): [1:Edge,0-1-8],[2:0-1-12,Edge],[5:0-1-8,Edge],[11:0-1-12,Edge],[12:0-3-0,Edge],[13:0-1-8,Edge],[14:Edge,0-1-8],[17:0-2-0,Edge],[18:0-1-12,Edge],[19:0-1-8
,Edge],[20:0-3-0,Edge],[21:0-3-0,Edge],[22:0-3-0,Edge],[23:0-3-0,Edge],[25:0-3-0,Edge],[26:0-2-4,Edge],[27:0-1-12,Edge],[28:0-2-0,Edge],[29:Edge,0-1-8],
f3070-1-80-0-12131:0-1-8 0 41 --------------------- --------- ----- -----
LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Ildefl L/d PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.46 Vert(LL) -0.41 21-22 >671 360 MT20 244/190
TCDL 10.0 Lumber Increase 1.00 BC 0.91 Vert(TL) -0.6321-22 >432 240
BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.08 16 n/a n/a
BCDL 5.0 Code FRC2007/TP12002 (Matrix) Weight:149 Ib
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins, except
BOT CHORD 4 X 2 SYP No.2 end verticals.
WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing:16-17,15-16,14-15.
REACTIONS (Ib/size) 29=983/0-5-8, 16=1184/0-5-8
MaxGrav29=989(LC 2),16=1184(LC 1)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-29=-990/0,1-2=1035/0,2-3=-2599/0,3-4=-3892/0,4-5=-4670/0,5-6=-4832/0,
6-7=-4832/0,7-8=-4643/0,8-10=-3875/0,10-11=-2569/0,11-12=-1005/0
BOT CHORD 27-28=0/1935,25-27=0/3333,24-25=0/4371,23-24=0/4832,22-23=0/4832,21-22=0/4838,
20-21=0/4371,18-20=0/3308,17-18=0/1897
WEBS 5-23=-233/396,12-16=-1159/0,1-28=0/1338,2-28=-1251/0,2-27=0/924,3-27=-1021/0,
3-25=0/757,4-25=-650/0,4-24=0/539,5-24=-668/165,12-17=0/1342,11-17=-1241/0,
11-18=0/947,10-18=-1036/0,10-20=01774,8-20=-679/0,8-21=0/377,7-21=-378/0,
7-22=-294/395
NOTES ,,`%`O-0 W- ♦I♦I
1)Unbalanced floor live loads have been considered for this design. c�
2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be�-% GjG•' C'E N 3�C'`� ♦*1
attached to walls at their outer ends or restrained by other means.
3)CAUTION,Do not erect truss backwards. * •:• No 58316
••'.:
LOAD CASE(S) Standard
Al
.� ..
FL Cert. #6634
January 8,2010
A wmm ms Venfg desigm.p.—,-fens mrd READ NOM ON MS AND INCLUDED JUTEK REFERENCE PAGE tent 7473.:o.J 0-'08 BEFORE USE.
Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and is for an individual building component.
Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for latero)support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek`
1 erector-Add' I permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding «• ,•...aRK
fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/7P11 Quality Criteria,DSB-89 and SCSI Building Component
Safety kdorinoSChest
on available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. N.Outer Forty,Suite#300
Chesterfield,MO 63017
Job Truss Truss Type — Oty Ply Love Addition
1161235121
12940 F02 FLOOR 16 1 i
294 Job Reference_(options
lL
Builders Truss Mfg.,Woodbine,GA 31569` 7.140 s Oct 1 2009 MiTek Industries,Inc. Fri Jan 08 10:14:37 2010 Page 1
0-1.8 �' 9
11--�0--I--t=8�0--1=2-4-� 0`11 1-2�f-1-Xf*Scale Scale=1:42.6
4x5= 3x4 - 04 -
1.5x4= 4x4= 44 = 3x5 = 1.5x4 1.5x4 3x4 3x6 FP= 4x4 = 44 = 4x8= 1.5x4
1 2 3 4 5 6 7 8 9 10 11 12 13
30fS
- ----- -- ---- ---- ------ ----_ ---- 31 io
/ I.}
0
29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14
4x4= 4x5 = 4x4 = 3x4 = 4x5 I 3x6 FP=. 3.5 3.5 (I 4X5 3x4- 4x4= 4x5= 3x4 11 3x4 -4x4"--"
4x5 11
10-0-8 11.0-0 22-6-8
1-6-0 +-- 4-0-0---- 6.6-0 - 1-- -9.1-0 9s0�10u-13.5 -. - 15-VI-15-VI-4 -+--85-4 -� 20.11-20.11-4_
-6-0 o8
- 2-5-4 2-6-0 2 0-o 22-3-12 3-4-6 24-8.8
2-6-0 1-4-8 0-i-z 1-2-2
_ _ 0-10_0 o-1-8 0-9-14 _
Plate Offsets(X,Y): [1:Edge,0-1-8],[2:0-1-12,Edge],[4:0.2-4,Edge],[11:0-1-12,Edge],[12:0-3-0,Edge],[13:0-1-8,Edge),[14:Edge,0-1-81,[17:0-2-0,Edge],[18:0-1-12,Edge],[19:0-1-8
,Edge],[20:0-3-0,Edge],[21:0-3-0,Edge],[22:0-3-0,Edge],[23:0-3-0,Edge),[25:0-3-0,Edge],[26:0-1-8,Edge],(27:0-1-12,Edge],128:0-2-0,Edge],[29:Edge,0-1-8],
[30'0.130'0.1-8.0-0.121 131-0-121 (31'0-1-8 0-0-121
LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Vdefl L/d PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.54 Vert(LL) -0.38 21-22 >692 360 MT20 244/190
TCDL 10.0 Lumber Increase 1.00 BC 0.87 Vert(TL) -0.60 21-22 >446 240
BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.08 16 n/a n/a
BCDL 5.0 Code FRC2007ITP12002 (Matrix) Weight:145 Ib
LUMBER BRACING ^ ------- --- -------------------------
TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-2 oc pudins, except
BOT CHORD 4 X 2 SYP No.2 end verticals.
WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing:16-17,15-16,14-15.
REACTIONS (Ib/size) 29=962/Mechanical, 16=1164/0-5-8
Max Grav29=968(LC 2),16=1164(LC 1)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-29=-970/0,1-2=-1011/0,2-3=-2537/0,3-4=-3771/0,4-5=-4614/0,5-6=-461410,
6-7=-4614/0,7-9=-4492/0,9-10=-3764/0,10.11=-2506/0,11-12=-982/0
BOT CHORD 27-28=0/1892,25-27=0/3244,23-25=0/4247,22-23=0/4614,21-22=0/4658,20-21=0/4239,
18-20=0/3221,17-18=0/1854
WEBS 12-16=-1144/0,1-28=0/1307,2-28=-1224/0,2-27=0/898,3-27=-983/0,3-25=0/714,
4-25=-64610,4-23=-01713,12-17=0/1317,11-17=-1213/0,11-18=0/919,10-18=-1004/0,
10-20=0/741,9-20=-651/0,9-21=0/352,7-21=-34810,7-22=-342/375
NOTES
1)Unbalanced floor live loads have been considered for this design. ��� '(� W• M/
2)Refer to girder(s)for truss to truss connections. ��G0 L4
�
3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be��� C ••'-\G E N S�•�9 ��
attached to walls at their outer ends or restrained by other means.
4)CAUTION,Do not erect truss backwards. * No 58316 ••:.
LOAD CASE(S) Standard
j
AI
10
!!lu
FL Cert. #6634
A January 8,2010
p W1R181 O-verify d—g.p.-.t—and READ NO7=ONTR78 AN D DWLUDED 11®"W REFERENCE PAGE AM 7473 rev.10.408 BEFORE USE.
Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component.
e
Applicability of design paramenters and proper incorporation of componentis responsibility of building designer-not truss designer.Bracing shown
is fa lateral wp.port of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the
erector.AQUA permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding
fabrication,quality control.storage,delivery,erection and bracing,consult- ANSI/11141 Quality Cdleda,DS5.89 and&CSI Building Component 14515 N.Outer Forty,Suite#300 —�
Safety IMonmalloo available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria.VA 22314.
!_ Chesterfield,MO 63017
Job Truss - - Truss Type ----- Qty_ ly- Love Addition -
12940 F03 FLOOR 1 116123513'
2
-- --------------- ___ ___ Job RefelL
renca o tiona _
Builders Truss Mfg.,Woodbine,GA 31569 7.140 s Oct 1 2009 MiTek Industries,Inc. Fri Jan 08 10:14:39 2010 Page 1
0-1.8
0. a
"Scale=1:42.6
1.5x4 = 5x6=- 3x8 FP= 3x6 FP
1.5x4 =
7x8= 6x8 11 4x5 4x5 II 3x8 11 3x5 II 45 11 4x5 II 5x5= 5x6= 6x8= 45 II
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
cs
30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 l
7x8= 8x12 = 4x5 11 7x8= 4x5 II 05 II 4x6 II 5x6= 6x6 = 4x5 11 5x5=
8x10 MT20H= 3x8 MT20H FP= 3x6 FP 3x5 II
10-10-8
22-3.12___
3-7-12-. 5"8-12 _10_0 _10-0 -________._-_-_ 11-5.4 ---`---22r
Plate Offsets(X,Y): [1:Edge,O 3-0],[1:0-1-8,0-0-8J,[3:0-3-0,Edge],[4:0-3-O,Edgej,[5:0-34,Ed6e],[0:0-3-0,0-0-0],[9:0-3-0,Edge],[11:0-3-0,Edge],[12:0-2-8,Edge],[13:0-2-S,Edge],
[14:0-3-4,Edge],[15:0-1-8,0-0-12],[15:0-3-0,Edgej,[16:Edge,0-3-0],[17:0-3-0,Edge],[18:0-3.0,Edge],[119:0-2-12,Edge],[20:0-2-8,Edge],[21:0-3-0,Edge],
LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Ud PLATES GRIP
TCLL 40.0 Plates Increase 1,00 TC 0.40 Vert(LL) -0.36 24-25 >731 360 MT20 244/190
TCDL 10.0 Lumber Increase 1,00 BC 0.97 Vert(TL) -0.56 24-25 >473 240 MT20H 187/143
BCLL 0.0 Rep Stress Inor NO WB 0.77 Horz(TL) 0.08 18 n/a n/a
BCDL 5.0- Code FRC2007/TP12002 (Matrix)- - Weight:200 Ib
LUMBER BRACING ---- .----- --- --`---------
TOP CHORD 4 X 2 SYP Not TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 4 X 2 SYP No.2 end verticals.
WEBS 4 X 2 SYP No.3'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing:18-19,17-18.
14-19,13-19,13-20,12-20,12-21,11-21,11-23,923,15-17,1-29,2-29,4-28,4-27,5-27,5-26:4 X 2 SYP No.2
REACTIONS (lb/size) 30=1804/0-3-8, 18=1328/0-5-8
Max Grav 30=1810(LC 2),18=1328(LC 1)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-30=1801/0,1-2=-2194/0,2-3=-5364/0,3-4=-5364/0,4-5=-6323/0,5-7=-6680/0,
7-8=-6663/0,B-9=-6663/0,9-11=-601310,11-12=-4954/0,12-13=-337810,13-14=-1283/0
BOT CHORD 28-29=0/4132,27-28=0/6006,26-27=0/6611,25-26=0/6663,24-25=0/6663,23-24=0/6413,
21-23=0/5605,20-21=0/4278,19-20=0/2452
WEBS 14-19=0/1615,13-19=-1547/0,13-20=0/1239,12-20=-1204/0,12-21=0/903,11-21=-870/0,
11-23=0/572,9-23=-628/0,9-24=01773,1-29=0/2772,2-29=-2565/0,2-28=011913,
4-28=-77-25=-612/140,/08-240!3170/0 5-27=-381/95,5-26=-3101290,7-26=-290/717,14-18=-1259/0, ,,` -1�11W. A411
NOTES �� �j •'G E•N•' '�ii
1)Unbalanced floor live loads have been considered for this design. CO
•�•\�� `SF r
2)All plates are MT20 plates unless otherwise indicated. oo
N O 58316
3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to tJE * •:
attached to walls at their outer ends or restrained by other means.
4)CAUTION,Do not erect truss backwards.
5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)996 Ib down at 3.7-12 on bottom � �'Lf�•,-���-.
chord. The design/selection of such connection device(s)is the responsibility of others.
6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASES ��� < p R O
( ) Standard ��i sS' •����
1)Floor:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:16-30=-8,1-15=-80
Concentrated Loads(lb)
Vert:28=-996(F) FL Cert. #6634
January 8,2010
A WARMNG Verify design p-.v if.mad READ MM ON'77II8 AM INCL UDEO AUTEK REFERENCE PAGE MU 7473-10'08 BEFORE USE.
Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component.
Applicability of design paromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the goer.Bracing
responsibillifof the iTek'
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer-For general guidance regarding
fabrication,quality control,storage,delivery,erection and bracing,consul/ ANSI/TMI QualNy Crleda,D$or g and SCSI!unclog Component
Sorely Information available from Truss Plate Institute,781 N.Lee Street Suite 312,Alexandria,VA 22314. 14515 N.Outer Forty,Suite#300
--------- -- -------- ---- Chesterfield,MO 63017----------�
Job Truss ----Truss T e ---- ----- — r------- — — --
YP lily Ply Love Addition
12940 F04 FLOOR2 1 11 61 2 351 4
-- --------- ___JobReferenceCop
tional)
Builders Truss Mfg.,Woodbine,GA 31569 — 7.140 s Oct 1 2009 MiTek Industries,Inc. Fri Jan 08 10:14:40 2010 Page 1
0.1-8
H F - 0—� f 1-3-8 a
tale=135.7
NO PARTITION WALLS MAY BE LOCATED
ON PANELS GREATER THAN 30"
3x4 4x4-_
46= 4x4 = 4x4= 1.5x4 11 3x4 = 3x4 = 3x6 FP= 4x4 = 4x8= 1.5x4 =_
1 2 3 4 5 6 7 8 9 10 11
--------- ------
-- - --- \ .-- -------- — --- — 27
26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 b t
4x4= 4x4 3x4 = 3x6 FP-= 3x5 13x5 11 3x4== 3x4= 44 = 4x4 = 3x4 11 3x4 = 44=
4x5 I 3x5
7-2-8
1 M-14
1 D 40.0 _ 5-5•D 8.3.0 7 1-0 9-7-72 12 1-12 14-7-12 77-7-12 18.8-4 1 90 20 9-0
-}—
1-B-0 2-8-0 1-5-0 0-10-0 0-10-D 2-5-4 2.6-D 2-6-0— — 6.0 1-4--- ----�
_ z-6-o 1-aa a-z 1-2-2
_ 0-9-14 _
Plate Offsets(X,Y): [1:Edge,0-1-1-8],[3:0-1-8,Edge],[11:0-1-8,Edge],[12:Edge,0-1-8],[15:0-1-8,Edge],[18:0.1-12,Edge],[19:0-3-0,Edge],[20:0-3-0,Edge],[21:0-3-O,Edge],[23:0-3-0
Edael (25:0-1-8 Edge]-j26 Edge,0-1-81 (27:00-0-121
LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft�Ud PLATES GRIP --
TCLL 40.0 Plates Increase 1.00 TC 0.56 Vert(LL) -0.25 19-20 >872 360 MT20 2441190
TCDL 10.0 Lumber Increase 1.00 BC 0.89 Vert(TL) -0.39 19-20 >561 240
BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.05 14 n/a n/a
BCDL 5.0 Code FRC2007/TPI2002-- (Matrix) — —_ — Weight:121 lb
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 4 X 2 SYP No.2 end verticals.
WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing, Except:
REACTIONS (Ib/size) 26=799/Mechanical, 14=99910.5-8 6-0-0 oc bracing:14-15,13-14,12-13.
Max Grav 26=806(LC 2),14=999(LC 1)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-26=-79710,1-2=-804/0,2-3=-2099/0,3-4=-2856/0,4-5=-285610,5-6=-318610,
6-7=-2710/0,7-9=-2002/0,9-10=-78410
BOT CHORD 23-25=0/1542,21-23=0/2856,20-21=0/2856,19-20=0/3160,17-19=0/3047,16-17=0/2458,
15-16=0/1503
WEBS 3-21=0/409,10-14=-969/0,1-25=0/1071,2-25=-1026/0,2-23=01756,3-23=-100910,
10-15=0/1053,9-15=-1000/0,9-16=01707,7-16=-648/0,7-17=01361,6-17=474/0,
5-20=-530/87
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)Refer to girder(s)for truss to truss connections. ,`�� >< W- A414 IAF,
3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be �% • t� �j
attached to walls at their outer ends or restrained by other means. %% G. •�GEN' •• F i�
4)CAUTION,Do not erect truss backwards. % •• V F T
LOAD CASE(S) Standard * : No 58316
.•
TLfiE 4b,-
Illi/
FL Cert. #6634
January 8,2010
A WARMW�Verffg design P---t—mid REED A*7=Off"US AND UPCLUDED JUJW REFERENCE PADS AW 7473 rrx.10-b8 BEFORE USE. �
Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component.
Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillify of the ; e
erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding
fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII QualBy Criteria,DSB-89 and SCSI Building Component
Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria.VA 22314. 14515 N.Outer Forty.Sufte#300
M063017
Job Truss Truss Type Qty Ply Love Addition
12940 F05 FLOOR 4 1 116123515
Builders Truss Mfg.,Woodbine,GA 31569 -- ------- --- ------Job R_.__a o lianaI
7.140 s Oct 12009 MiTek Industries,Inc. Fri Jan 08 10:14:4120 10 Pagel
0-1-8
1 3 0 p.g. p,��g
H�- -.--� �.-1-38__1 F— 1-8-0 -�7—,�� I--1 [0.11_20-111 2 a
'Sca'ale=1:35.3
NO PARTITION WALLS MAY BE LOCATED
ON PANELS GREATER THAN 30"
4x4 = 44 = 4x4 =- 3x4=
1.5x4
4x4 -_
= 3x4 = 4x4 = 1.5x4 11 34 3x6 FP— 3x4—
— — 3x8 = 1.5x4 ==
5 6 7 8 9 10
— _ 11 12
7 \---- —---- - — —..--- --- 1
/ 28 qq
26 25 24 23 22 21 20 1 18 17 16 1 14 13
44 = 3x4= 3x8 FP= 4x4 = 3x4= 4x5 = 3x4 =
3x4 = 3x4 = 3x4 11 3x4= 4.4 =
3x4= 1.5x4 11
7-2-0 19-6-14
I— 1=80 x._4.0-0 5-5-0 6-3-0 7-1-0 &0-4 10-4-12 10 -1-12 12-1-12 14-7.12 17 1 12 18.6-4 189. 20-9-0
—1.5-0 10 0-0 D-10-0 tl-"—t-a1z +t-4-E 0-1=8 i-7.g —I--- ----'}----------T---��t---�----{
2-6-0 2-6-0 1-4-8 0.2-iz 1-z-z
0.1-8 0-9-14
Plate Offsets(X,Y): [l:Edge,0-1-8],13:0-1-8,Edge],[6:0-2-8,Edge],[12:0-1-8,Edge],[13:Edge,0-1-8],[19:0-2-0,Edge],[21:0-1-8,Edge],[26:Edge,0-1-8],[27:0-1-8,0-0-12],[28:0-1-8
,0-0-121
LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/defl Lid PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.41 Vert(LL) -0.06 22-24 >999 360 MT20 244/190
TCDL 10.0 Lumber Increase 1.00 BC 0.47 Vert(TL) -0.08 22-24 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.01 15 n/a I
BCDL —5.0 Code FRC2007ITP12002 (Matrix) Weight:114 Ib
LUMBER - - BRACING -- ---- ---
TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 4 X 2 SYP No.2 end verticals.
WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS (Ib/size) 26=423/Mechanical, 15=530/0-5-8, 19=83910-3-8
Max Grav 26-437(LC 4),15=535(LC 3),19=859(LC 2)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-26=-432/0,1-2=-407/0,2-3=-850/0,3-4=-869/0,4-5=-869/0,5-6=-339/43,6-7=0/335,
7-8=-332/0,8-10=-537/0,10-11=-269/45
BOT CHORD 24-25=0/763,22-24=0/869,21-22=0/869,20-21=01716,19-20=-335/0,17-18=0/538,
16-17=0/513
WEBS 4-21=-273/0,6-19=-527/0,11-15=519/0,1-25=0/523,2.25=-495/0,6-20=0/518,
5-20=-552/0,5-21=0/446,11-16=01376,10-16=-340/0,8-18=-356/0,7-18=0/375,
7-19=-429/11
NOTES
1)Unbalanced floor live loads have been considered for this design. `till,1 1 1111111j1,
2)Refer to girder(s)for truss to truss connections. ,��� ,C` W-
3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be `�� GO •E•N•• CF �j
attached to wells at their outer ends or restrained by other means.
4)CAUTION,Do not erect truss backwards. �� •'•��G `SF r ��
LOAD CASE(S) Standard * : No 58316
.•
S F-j
.� .n •c r
��FLCe�rt. #66�34 �
January 8,2010
WARNMi-V-ib d-i-1-Prix af—mod READ IV07M ON 77HS Alm fMCLODED JB18R REFERENCE PAGE 11174 73 rr-u,10-'08 BEFORE USE.
Design void for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component.
Applicability of design poramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
7a for lateral supppi of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek`
erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.Por general guidance regarding
fabrication.qualify control,storage,delivery,erection and bracing.consult ANSI/TPn Quality Criteria,DSB-89 and SCSI Building Component � •...�•�o.K.
Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 14515 N.Outer Forty,Sufte#300
-- --- Chesterfield,M063017 _— _�
Qty ply
—
Job Referee a0
Job Truss Truss Type Ot —_ -Love Addition
12940 F06 FLOOR 4 1 11612351
_ –
Builders Truss Mfg.,Woodbine,GA 31569 .tional
7.140 s Oct 1 2009 MiTek Industries,Inc, Fri Jan 08 10:14:42 2010 Page I
0-11 2 1:Z 0"
Scale=1:17.6
1.5x4 = 3x4 = 1.5x4 I 3x4 =
3x4=
23x4 US 1.5x4
3 4
13 12 11 10 8 7
3x4 3X4 3x4 1.5,,4 11 3x4 3x4 3x4
3x4
Plate_Offsets(X Y) 4.0-1-8,Edgel,1& (15:0-1-80_0_12
0-
L -2-12
EdggLL15.0-1-8 0-0
�1-12 60-1-80- -1
LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/defi Ud PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.26 Vert(LL) -0.03 12-13 >999 360 MT20 244/190
TCDL 10.0 Lumber Increase 1.00 BC 0.31 Vert(TL) -0.05 12-13 >999 240
BCLL 0.0 Rep Stress Incir YES WB 0.16 Horz(TL) 0.00 9 n/a n/a
BCDL 5.0 Code FRC20071TPI2002 (Matrix)
T Weight:60 lb
LUMBER
BRACING
TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural Wood Sheathing directly applied Or 6-0-0 oc purlins, except
BOT CHORD 4 X 2 SYP No.2
WEBS end verticals-
4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS (lb/size) 14=331/0-3-8, 9=561/0-5-8
Max Grav 14=347(LC 2),9=561(LC 1)
FORCES (lb)-Max.Comp./Max.Ten,-All forces 250(lb)or less except when shown.
TOP CHORD 1-14=-346/0,1-2=-303/0,2-3=-560/0,3-4=-560/0,4-5=-276/34
BOTCHORID 12-13=0/549,11-12=0/560,10-11=0/560
WEBS 5-9=-534/0,1-13=0/388,5-10=0/396,2-13=-341/0,4-10=-417/0
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be
attached to walls at their outer ends or restrained by other means.
3)CAUTION,Do not erect truss backwards.
LOAD CASE(S) Standard
%
C� G
No 58316
'.op
4 0 R 1i
.. %
..1110NAU
##mW0 %
FL Cert. #6634
January 8,2010
A SVAJUAM Veijk design paz.,et—and READ All ON 77HS AAM IWL UDED MMMK REFERENCE PAGE IM-7473 10-108 MWORE USE.
W
Design valid for use only with Mitek connectors.This design Is based only upon Parameters shown,and is for an individual building component.
Applicability of design paromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
Applicability
is,forloteralsu port of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the
Additional Permanent bracing of the overall
7erector.AddE
Fabrication,quality control,storage,delivery,erection structure is the responsibility of the building designer.For general guidance regarding
and bracing,consult ANSI/TPI]QualItY CrIledo,DSB-89 and BCSI building Component
L_____Sotety linformallion available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314, 14515 N.Outer Forty,suite#3oo
Job Truss TrussTypeQty Ply Love Addition
12940 F07 FLOOR 2 1 116123517
Job Builders Truss Mfg.,Woodbine,GA 31569 Job Reference_(qptiong0__
7.140 s Oct 12009 MiTek Industries,Inc. Fri Jan 08 10:14:42 2010 Page 1
0-1-8
1-14
4x5 = Scale=1:11.0
1 4x5 2 3x4 3
8
1.5x4
1.5x4
P15x4
7 10 6 11 5
5X6 11 5X6 )l 4
6XIS
Plate Offs9tAjX,�1:Ecdqe 0-1-8 -1-8,Edge],1�:�3-qjqdgeLL6.-C�-_3-pgdel §�.A:1-80-0_JgLpL.0-1-80-0:1
0 _q_
LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft
1 L/d= PLATES GRIP
TCLL 40.0
Plates Increase 1.00 TIC 130 Vert(LL) -0.02 5-6 >999 360 MT20 2441190
TCDL 10.0 Lumber Increase 1.00 BC 0.36Vert(TL) -0.04 5-6 >999 240
BCLL 0.0 Rep Stress Incir NO WB 0.56 Horz(TL) 0.00 4 n/a n/a
BCDL 5.0 Code FRC20071TPI2002 (Matrix)
Weight:37 Ito
LUMBER
BRACING
TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, except
BOT CHORD 4 X 2 SYP No.2
WEBS end verticals.
4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc,bracing.
REACTIONS (lb/size) 7=1078/0-3-8, 4=1002/Mechanical
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-7=-854/0,3-4=-1026/0,1-2=-875/0,2-3=-106810
BOT CHORD 5-6=0/1089
WEBS 1-6=0/1137,2-6=-301/0,3-5=0/1389
NOTES
1)Refer to girder(s)for truss to truss connections.
2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be
attached to walls at their outer ends or restrained by other means.
3)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)431 lb down at 0-5-11,and 431 Ito
down at 2-0-14,and 800 lb down at 3-8-1 on bottom chord. The design/selection of such connection deAce(s)is the responsibility of
others.
4)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(8). t1vtJ1111111 1111
LOAD CASE(S) Standard W.
0
0 ** 7
1)Floor:Lumber Increase=11.00,Plate Increase=1.00 C-) .-*-\C N S
Uniform Loads(pff)
Vert:4-7=-8,1-3=-80
Concentrated Loads(lb) No 58316
Vert:5=-800(B)1 0=-431(B)11=-431(B)
0 0 R
R
4111 foliow"
FL Cert. #6634
January 8,2010
erector.
WARMM V-*d-i9-P--enf. d READ MINE ON MAI AND IML UDED WTEK REFERENCE PAGE JIM 7473 10-'OS BEFORE USE.
Design valid for use only with Mirek connectors-This design is based only upon parameters shown,and is for an individual building component.
'Applicability of design pararnenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
istartat7radisyl? ortofindh4duofweb members only. Additional temporary bra!-In.
erec,or A di support bracing to insure stability during construction is the responsibility of the PilTe
b_ permanent bracing of the overall structure is the responsibilitythe building designer. or general guidance regarding
fabrication.quality control,storage,delivery,erection and bracing.consult ANSI/TPI)Quality CrIledo,OSS-89 and BCSI Building Component
ro
So"InIonnallon available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 14515 N.Outer Forty,Suite#300
Chesterfield,MO 63017
Job Truss Truss Type Qty Ply Love Addition
12940 F08 FLOOR 6 1 116123518
Builders Truss Mfg.,Woodbine,GA 31569 ---- -- _ Job Reference gptionalL__ _
7.140 is Oct 1 2009 MiTek Industries,Inc. Fri Jan 08 10:14:43 2010 Page 1
3x4=
1 3x5= 2 1.5x4 II 3 1.5x4 II 4 r y
_ _ Scale=19.5
9
1.5x4 =
/ o
e
6 ._ 3x4 P=
3x4 =
7 g
3x4 11
3x4=
- 4.1-8 �-- -- ---
Plate Offsets(X,Y): [1:0.2-0 Edge]j4:0 1-B,Edge] f6:0- Edae],D:0-1-8,Edge1 (8:Edge 0-1-8 9:0_1-8,0 0-12j___ _
LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Vdefl Ud PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) -0-00 7 >899 360 MT20 GRIP 0
TCDL 10.0 Lumber Increase 1.00 BC 0.06 Vert(TL) -0.00 7 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 5 We n/a
BCDL 5.0 — Code FRC2007/TP12002 (Matrix) Weight:26 Ib
LUMBER BRACING ----— ---- --
TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins, except
BOT CHORD 4 X 2 SYP No.2 end verticals.
WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (Ib/size) 8=170/0-3-8, 5=165/0-3-8
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be
attached to walls at their outer ends or restrained by other means.
3)CAUTION,Do not erect truss backwards.
LOAD CASE(S) Standard
`,ilt1111111111II
``, -` W. M// I
G, '
No 58316
AT EiQ F
i� •'c 0 R OD
fit P.•��`i
fill,1
LFL Cert. #6634
January 8,2010
A&7 WARA4M V—f tj derga pmvsnet——d READ M"W ON 77118 dM1 WLUDBD W7W RPFE&BWE pAOE 1N7-7�T3 2n.10-'OS BEFORE LOSE.
Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component.
Applicability of design paramenfers and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stability during construcflon is the responsibility of the Mfie
erector.Additional permanent bracing of the overall structure is the responsibility of the building designer,Por general guidance regarding �+..•..nro,.
fabrication,quality control,storage,delivery,erection and bracing.consult pN51/TPII OvolBy Criteria,DSB-89 and CSI Building Component K
Safety Inlormaffon available from Truss Plate Institute,761 N.Lee Street,Suite 312,Alexandria,VA 22314. 14515 N.Outer Forty,Suite#300
-- --------- _ Chesterfield,MO 63017 _ __
Job Truss --- Truss Type — --- ----- —-----
Uty Ply Love Addition
12940 G01 MONO TRUSS 6 1 116123519
Builders Truss Mfg.,Woodbine, Job Reference o tional
—�—L_—------
7.140 s Oct 1 2009 MiTek Industries,Inc. Fri Jan 08 10:14:43 2010 Page 1
I-- -1-4.0 --I---- — _ZS_12
1-4-0 7-5.12 — ---I _11-9-0 ---_
4-3-4
Scale=1.21.8
1.5x4 II
I 2.00 r2 4
3x4= =
x4 = 3x4=. ---- -------- ----- -- --- —--- ---
6
1.5x4 II
5
4x4=
_
7-5-12—________
_ 7-5-124-�4 --
Plate Offsets X,Y): [2:0-5-4,0-0-2] — — —"----- __
LOADING(psf) SPACING 2-0-0 CSI------ -- DEFL in floc) I/deft L/d=— PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.08 2-6 >999 240 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.23 2-6 >604 180
BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.02 5 n/a n/a
BCDL 10.0 — Code FRC20071TPI2002 _(Matrix) — _ Wind(LL) 0.09 2-6 >999 360 Weight:47 Ib
LUMBER BRACING----- ------- ----- ---------
TOP CHORD 2 X 4 SYP Not TOP CHORD Structural wood sheathing directly applied or 5-6-10 oc purlins, except
BOT CHORD 2 X 4 SYP No.2 end verticals.
WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 8-8-9 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 5=415/0-3-12, 2=51310-5-8 ----
Max Horz 2=123(LC 4)
Max Uplift5=-198(LC 4),2=303(LC 4)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1107/430
BOT CHORD 2-6=-491/1059,5-6=-491/1059
WEBS 3-6=0/268,3-5=-1085/499
NOTES
1)Wind:ASCE 7-05;120mph(3-second gust);TCDL=4.2psf;BCDL=6.Opsf;h=30ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end
zone and C-C Exterior(2)-1-4-5 to 1-7-11,Interior(1)1-7-11 to 7-4-5,Exterior(2)74-5 to 11-7-4 zone;cantilever left and right exposed; X11 11111
end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.33 plate grip DOL=1.33 `,�t,�
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. " 6�-T W
3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit ..% Cj •G•E•N•'�<<C`�i�'
between the bottom chord and any other members.
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joints)except(jt=1b)5=198,
2=303. No 58316
LOAD CASE(S) Standard
FL Cert. #6634
January 8,2010
®WAJI -Verify design parvmete acrd RFAD NOM ON TWS AND IWL[A=JaM REFEPENCE PAGE M-7473 rrr.10-bit ESFORE U3&.
Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component.
Applicability of design poramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown R'
is for lateral suppport of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilllty of the IYIIle k
erector.Addlipnat permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding i
fabrication,quality control,storage,delivery,erection and bracing,consult ANSIITP11 Quality Criteria,DSO-89 and BCSI Building Component Aowcw�•Pcw.nsK
So"Information available from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria,VA 22314. 14515 N.Outer Forty,Suite#300
--- — ------ --_— ChesterfieId,MO 63017 -_..
Job Truss Truss Type - - __
Qty Ply Love Addition
12940 G02 GABLE 1161
23520
1 1
Job ReferenceAogtlonal -__
Builders Truss Mfg.,Woodbine,GA 31569 - - -- -
7.140 s Oct 1 2009 MiTek Industries,Inc. Fri Jan 08 10:14:44 2010 Page 1
___Z_512_-
1.4-0 7.5-12
4-3.4 -i
Scale=1:21.8
1.5x4 II
2.00 r12- 4.
3x4
3x4= ------ --- - _.-
6
1.5x4 II
5
3x4=
Plate offsets(X Y): [2'0-5-4 4-3-4 0-0-21 _ - --------'--'-' -_-
LOADING(psi SPACING' 2-0-0 CSI DEFL in (lac) I/deft Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) -0.08 2-6 >999 240 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.46 Vert(TL) -0.23 2-6 >604 180
BCLL 0.0 Rep Stress[nor NO WB 0.37 Horz(TL) 0.02 5 n/a n/a
BCDL 10_0 Code FRC2007/TPI2002_- (Matrix) _ Wind(LL) 0.09 2-6 >999 360 Weight:47 Ib
LUMBER BRACING ---- -- -----
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood Sheathing direct) a
BOT CHORD 2 X 4 SYP No.2 9 y pplied or 5-6-10 oc purlins, except
WEBS
end verticals.
2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 8-8-9 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection,in accordance with Stabilizer
Installationguide.--_
REACTIONS (lb/size) 5=415/0-2-8, 2=51310-5-8 - ---
Max Horz 2=123(LC 4)
Max Uplift5=198(LC 4),2=-303(LC 4)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1107/430
BOT CHORD 2-6=-491/1059,5-6=-491/1059
WEBS 3-6=0/268,3-5=-1085/499
NOTES
1)Wind:ASCE 7-05;120mph(3-second gust);TCDL=4.2psf;BCDL=6.Opsf;h=30ft;Cat.11;Exp B;enclosed;MWFRS(low-rise)gable end
zone and C-C Exterior(2)-1-4-5 to 1-7-11,Interior(1)1-7-11 to 7-4-5,Exterior(2)7-4-5 to 11-7-4 zone;cantilever left and right exposed; t%J11 l 1111111
end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.33 plate grip DOL=1.33 `,���� W M/
2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable
End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. �� C) 4
3)Gable studs spaced at 2-0-0 oc. ; CO �\G•E N S'�•�.¢��
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 2-0-0 wide will fit No 58316 :•
between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate at joirlt(s)5.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)5=198,
2=303.
LOAD CASE(S) Standard ��• �(/
111111
�FL Cert. #6634
January 8,2010
A WAMNIG Verify deeigw P-saet--d READ NOTES ON TTUS Alm INCLUDED A07W REFERENCE PAGE HrI.7473 rea.10-b8 REPO"USE
Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual budding component.
Applicability of design paromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for lateral suppport of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillily of the M� @k
erector.AddiTional permanent bracing of the overall structure B the responsibility of the building designer.For general guidance regarding
fabrication,quality control,storage,delivery,erectlon and bracing.consult ANSI/TPII Quality Criteria,DSt{-89 and SCSI Building Component rover•ro���•�
Safety Intormafion available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria.VA 22314. 14515 N.Outer Forty,Suite#300
---�._ -_ Chesterfield,MO 63017
Job Truss Truss Type --- --_
Qty Ply Love Addition —
12940 G03 MONO TRUSS 6 1 116123521
Builders Truss Mfg.,Woodbine,GA 31569 — ----"--�----- -- -- Job Reference optional1V
7.140 s Oct 1 2009 MiTek Industries,Inc. Fri Jan 08 10:14:44 2010 Page 1
1.-4-00 7-5-12 _._— -----F -- — —.
4-3-4 ------1
Scale=1:21.8
1.5x4
4
2.00 12
3x4
3
7 _ \
x4 = 3.4= -�
15.4
4x4=
' ---7-5-t2 ------- — 11-9-0
7-5-12 --- ---�----- 4-3 4 �
Plate Offsets(X,Y): [2:0-5-4 0-0- _ --'——-- ---------
LOADING(psf) SPACING 2-0-0 CSI=-------- DEFL—— in floc) I/dell L/d PLATES GRIP
TCLL 20.0Plates Increase 1.25 TC 0.34 Vert(LL) -0.08 2-6 >999 240 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.23 2-6 >604 180
BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.02 5 n/a n/a
BCDL 10.0 Code FRC2O07ITP120O2 _ (Matrix) _ _ Wind(LL)— 0.09 2-6 >999 360 Weight:47 Ib
LUMBER BRACING -- — --
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-10 oc purlins, except
BOT CHORD 2 X 4 SYP No.2 end verticals.
WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 8-8-9 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS (Ib/size) 5=415/0-2-4, 2=51310-5-8 --- — --------
Max Horz 2=123(LC 4)
Max Uplift5=-198(LC 4),2=-3O3(LC 4)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=1107/430
BOTCHORD 2-6=-49111059,5-6=-491/1059
WEBS 3-6=0/268,3-5=-1085/499
NOTES
1)Wind:ASCE 7-05;12Omph(3-second gust);TCDL=4.2psf;BCDL=6.Opsf;h=3Oft;Cat.ll;Exp B;enclosed;MWFRS(low-rise)gable end
zone and C-C Exterior(2)-1-4-5 to 1-7-11,Interior(1)1-7-11 to 7-4-5,Extedor(2)7-4-5 to 11-7-4 zone;cantilever left and right exposed; 11111►/
end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.33 plate grip DOL=1.33
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��O•(I W. M/Z
3)•This truss has been designed for a live load of 2O.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit �� G•.•'C,•E•N•' C` 'i
between the bottom chord and any other members. ; C_j•. �\ S�•.• i
4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding10O lb uplift at joints except =* No 58316
2=303. P J ( ) pt Qt=1b)5=198, •••:
LOAD CASE(S) Standard
TIQ�..,_;Ott
F•'• . 0 R ,QP••N
FL Cert. #6634
January 8,2010
A WARA9M3-Vmfy desfyw parameters mid READ NOTES ON IMS AND 1M"LUDED 1187 W REFEREWE PAGE AM 7473 rse.10108 B&MRB USE.
Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. x
Applicability of design paromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilllty of the MTek
erector.Additional permanent bracing of the overall structure a the responsibility of the building designer.For general guidance regarding ��,•.•�..o.o ,.
fabrlcation,quality control=storage,delivery,erection and bracing,consult ANSI/TPll Quality Criteria,DSO-89 and 8CS1 Building Component -- -- —�
Salety Inlormation available from Truss Plate Institute,781 N.Lee Street Suite 312,Alexandria,VA 22314. 14515 N.Outer Forty,suite#300
i— -- --- -- .—_--_— Chesterfield,MO 63017
Job Truss Truss Type -- —
Qty Ply Love Addition ——
12940 G04 GABLE 116123522
1 1
Builders Truss Mfg.,Woodbine,GA 31569 `— -- Job Reference(optional)
7.140 s Oct 1 2009 MiTek Industries,Inc. Fri Jan 08 10:14:45 2010 Page 1
1-40 --- – -11-�-0 —
11-9-0 ---
Scale=1:22.0
1.5x4 II
i
2.00 12 1.5x4 11 5
.--
1.5x4 11 4
3 11
10
9 _
''u"•x.���_� u i ,t��.�` .1 x u•,a -k, ,n. n ;����h�?
3x4= 8 7 6
1.5x4 11 1.5x4 11 1.5x4 11
--11-s-o_ ----I
Plate Offsets(X Y): 2:0-6-80-0-2 ---- — ---- -- —__
LOADING(psi) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.62 Vert(LL) 0.03 1 n/r 120 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.47 Vert(TL) 0.11 1 n/r 80
BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(TL) 0.00 6 n/a n/a
BCDL 10.0— Code FRC2007/TP12002 (Matrix) — -- -- Weight:43 Ib
LUMBER BRACING --- —
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2 X 4 SYP No.2
WEBS end verticals.
2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2 X 4 SYP No.2 --_ __ _
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection,in accordance with Stabilizer
REACTIONS All bearings 11-9 0. Installation guide.
(lb)- Max Horz 2=123(LC 4)
Max Uplift All uplift 100 Ib or less at joint(s)6 except 2=-202(LC 6),8=-319(LC 4),
7=-214(LC 1)
Max Grav All reactions 250 Ib or less at joint(s)6,7 except 2=317(LC 1),8=691(LC
1)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 3-8=-464/497
NOTES
1)Wind:ASCE 7-05;120mph(3-second gust);TCDL=4.2psf;BCDL=6.Opsf;h=30ft;Cat.11;Exp B;enclosed;MWFRS(low-rise)gable end
zone and C-C Corner(3)-1-4-5 to 1-7-11,Exterior(2)1-7-11 to 8-7-4,Corner(3)8-7-4 to 11-7-4 zone;cantilever left and right exposed;end
vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.33 plate grip DOL=1.33 ��� �'T W. M14
2)Truss designed for wind Toads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable % Cj� �E <F
End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. : Gj �\G NSF
3)Gable requires continuous bottom chord bearing.
4)Gable studs spaced at 2-0-0 oc. =* •:• No 58316
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 2-0-0 wide will fit.
between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6 except(P=1b)2=202,
8=319,7=214.
LOAD CASE(S) Standard �� '�•••�( P • ��
• 0R1p. ••C��
A�1E� �•
FL Cert. #6634
January 8,2010
N WARMM�Verify dii-Sm P---t.a�wd READ 1V "M ON 7WS drill INCLUDED W7EKREFEREACEPdOE AM 7473 rev.10-'09 BEFORE USE. �"
Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an Individual building component.
Applicability of design poramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown ;�
is for lateral suppport of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MI i®k`
erector.Addli,onoi permanent bracing of the overall structure u the responsibility of the building designer.Por general guidance regarding
fabrication,quality control.storage.delivery,erection and bracing,consult Powr..v.c..n.K-
ANSI/rPll Quality Criteria.DSB-89 and SCSI Building Component 14515 N.Outer Fo
Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. rty,Suite#300
------ __
Chesterfield,MO 63017 J
Job Truss — Truss Type -- -----
�- Love Ply Love Addition
1294F IG05 GABLE
01161235231
Builders Tru31569 ss ---Mob Refqrenpejo
7.140 s Oct 1 2009 MiTek Industries,Inc. Fri Jan 08 10:14:46 2010 Page 1
1-4-0 6-0-0
6-0-0
1-4-0
Scale:1/2"=1,
2.00 1-2 4X4
1.5x4 11 4 1.5x4 11
3 5
11
2
0
6
3x4= 10 9 8
1.5X4 11 1.5.4 11 1.5x4 I 3x4
12-0-0
022 v
011
(Matrix)(X
L --T
0-0 CS
LOADING(pso SPACING 2-0-0 CSI DEFIL in {lac) I/defl L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) 0.00 6 n/r 120 MT20 2441190
TCDL 7.0 Lumber Increase 1.25 BC o.11 Vert(TL) 0,01 7 n/r 80
BCLL 0.0 Rep Stress Incr NO WB O.G4 Horz(TL) 0.00 6 n/a n/a
BCDL 10.0 Code FRC20071TPI2002 (Matrix)
Weight:42 lb
LUMBER BRACING
--
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins.
BOT CHORD 2 X 4 SYP Not
OTHERS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
2 X 4 SYP No.2
MiTa recommends that Stabilizers and required cross bracing be
installed during truss erection,in accordance with Stabilizer
REACTIONS All bearings 12-0-0. In%t9j6dion_guide_-___
(lb)- Max Horz 2=-33(LC 5)
Max Uplift All uplift 100 lb or less at joints)9 except 2=-169(LC 6),6=-172(LC 7),10=-116(LC 6),8=-116(LC 7)
Max Grav All reactions 250 lb or less atjoint(s)2,6,9 except 10=287(LC 1),8=287(LC 1)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-05;120mph(3-second gust);TCDL=4.2psf;BCDL=6.Opsf;h=30ft'Cat.11;Exp B;enclosed;MVVFRS(low-rise)gable end
zone and C-C Comer(3)-1-4-5 to 1-7-11,Exterior(2)1-7-11 to 10-4-5,Comer(3)10-4-5 to 13-4-5 zone;cantilever left and right exposed
end vertical left exposed:C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.33 plate grip DOL=1.33
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable
End Details as applicable,or consult qualified building designer as per ANSI/TPI I t1j%1111111#111
4)Gable requires continuous bottom chord bearing.
5)Gable studs spaced at 2-0-0 oc. W. A411
0
6)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit cl� NS 0 o:-
between the bottom chord and any other members,
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)9 except ot=lb)2=169No 58316
6=172,10=116,8=116. ,
LOAD CASE(S) Standard
-0
0 R %
\-
.,5'5+,0
Anor,
FL Cert. #6634
January 8,2010
7 WARMM-V—Yild-V-P--.,4—.dRUDMo7MOK7MBAhDfWLUDJWWTEKREFEREWgPAQEAM-7473 10-ioSMWOREUM -Mmmmm!
Design valid lar use orgy with Mi connectors.This design is based only upon parameters shown,and is for an individual building component.
A�-
is fortTeTl= -not truss designer.Bracing shown
Applicability olidesign Paromenters and proper incorporation of component is responsibility of building designer
. Of Vldli�idual web members only. Additional temporary bracing to insure stability during construction is the responsibillify of the
erector- permanent bracing of the overall structure is the responsibility of the building designer, or general guidance regarding
fabrication.quality con".storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Bundling Component �;4 Al ne
SaWY Infonnallon available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 14516 N.Outer Forty,suite#3oo
Chesterfield,MO 63017
Job Truss Truss Type -- --- —
Oty Ply Love Addition
12940 GE1 FLOOR 2 1 116123524
Builders Truss Mfg.,Woodbine,GA 31569 '— --- — Job Reference
7.140 s Oct 1 2009 MiTek Industries,Inc. Fri Jan 08 10:14:47 2010 Page 1
0-1-8
H �T 3 I-1-1-3 1 1-1-3 1-3-�r--1-&0 1-0-13
8
le=1:42.4
3x8 FP== 4x4=
4x5== 1.5x4 11 3x4 1.5x4 11 3x4= 1.5x4 11 3x4 =1.5x4 13x4= 3x4=-1.5x4 13x4=1.5x4 II 3x5 == 3x4 11 3x4 = 1.5x4 I1 3x4 =1.5x4 11 3x8 = 1.5x4 =_
1 _2 _ 3 4 —_5 —6_7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
38
37 36 35 34 33 32 31 30 29 28 27 26
25 24 23 22
4x4= 3x6= 3x6 = 3x6= 3x6 FP= 1.5x4 II 3x6= 3x6 3x8= 3x6 = 3x6 = 3x4 II 3x4=4x4 =
3x6= 1.5x4 I
—__.— &8-0 =-119 10 0'{1..10
-0 0-10-0 _ I T-"
Plate Offsets X Y� 0-2=0 Ede 21:0-1_8 Edge 22:Edae,O 1-8]j37_Edae 0-1-8j X38_0 1-8,0-0-12L
LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Ud PLATES—GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) 0.00 25 >999 360 MT20 244/190
TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) -0.00 33-34 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.00 25 n/a n/a
BCDL 5.0 Code FRC2007/TPI2002 (Matrix) Weight:148 Ib
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 4 X 2 SYP No.2
WEBS end verticals
4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS All bearings 23-0-0.
(lb)- Max Grav All reactions 250 Ib or less at joint(s)37,31,30,36,35,34,29,28,27,33,26,25 except
24=272(LC 1),24=272(LC 1)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 20-24=-262/0
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)Gable studs spaced at 1-4-0 oc.
3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be
attached to walls at their outer ends or restrained by other means.
4)CAUTION,Do not erect truss backwards.
LOADCASE(S) Standard
I W. A411
* : No 58316
OR
FL Cert. #6634
January 8,2010
®WARM111U-Verih design pa-n ct—and READ M0789 ON 77/13 AAW IWLODED ANIM REFEREWCE PAGE M7 7073 rrn.IO'09 BEFORE UBB.
Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and is for an Individual building component.
Applicability of design paromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for lateral suppport of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the L14516
k
erector.Addii'ionol permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding --
Safety
quality control,storage,delivery,erection and bracing,consult ANSI/TPI7 Quality CrSeda,DSS-89 and SCSI Sullding Component
Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. uter Forty Suite#300,MO 63017
Job Truss Truss Type ------�-- ----- _ __—
Qty Ply Love Addition ----
12940 J01 JACK 116123525
8 1
Builders Truss Mfg.,Woodbine,GA 31569 _ — -- ----- _ Job Reference o tionML___ _
7.140 s Oct 1 2009 MiTek Industries,Inc. Fri Jan 08 10:14:48 2010 Page 1
i-8.0 ---- f-------�4— j
1-0.0
Scale=1.7,6
3
5.00 i2�- 2
/ 4
2x4=
1 0.0_ �
LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/defl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) 400 2 >999 240 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 2 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 nla rile
BCDL 10.0 Code FRC2007/TPI2002 (Matrix) —L Wind(LL) 0.00 2 ••'• 360 Weight:6 Ib
LUMBER BRACING —--
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
[ iTek recommends that Stabilizers and required cross bracing be -�
,,Mn.talled during truss erection,in accordance with Stabilizer
11 at ll�tion guide_—
REACTIONS (Ib/size) 2=220/0-5-8, 4=9/Mechanical, 3=64/Mechanical --- --
Max Horz 2=77(LC 6)
Max Uphft2=-264(LC 6),3=-64(LC 1)
Max Grav 2=220(LC 1),4=19(LC 2),3=105(LC 6)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES
1)Wind:ASCE 7-05;120mph(3-second gust);TCDL=4.2psf;BCDL=6.Opsf;h=30ft;Cat.11;Exp B;enclosed;MWFRS(low-rise)gable end
zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.33 plate grip D0L=1.33
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members. `,,,`1 1 111111 r,,,,
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 264 Ib uplift at joint 2 and 64 Ib uplift at joint 3. �%% O''`S W. M14�'P�
LOAD CASE(S) Standard fi,G•-`G•E N S•• F �.
* : No 58316
. *
N AL
FL Cert. #6634
January 8,2010
®iIdR11PW V—fq drily-P--.t.acrd READ NOM ON 77178 AND INCLUDED 111111 REFERENCE PAGE AW-7473 rrr.10-'06 BEFORE LW
Design void for use only with MiTek connectors.This design is based only upon parameters shown,and Is for an individual building component.
Applicability of design porarenters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown
is for lateral soppor�1 of individual web members only. Additional temporary bracing to insure stability durin construction is the responsibillity of the M�Tek'
erecta.AddrtiorwI permanent bracing of the overaA structure is the responsibility of the building designer, or general guidance regarding
fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPit Quality Criteria,DSS-89 and SCSI Building Component w bWaax
Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 14515 N.Outer Forty,Suite#300
Chesterfield,MO 63017
Job Truss Truss
Qty Ply Love Addition 1
12940 J03 JACK 1 1161235261
—i —
Bu
_ _ 8
Builders Truss Mfg.,Woodbine,GA 31569 ---------- ------ Job Referenc�o�one�___
7.140 s Oct 1 2009 MiTek Industries,Inc. Fn Jan 08 10:14:48 2010 Page 1
1-8-0 ---1----- ----- 0----------�1
3-0-0
Scale=1:11.8
3
5.00
2
/— / — -- --- -4
2x4--
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L!d — PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) -0.00 2-4 >999 240 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) -0.01 2-4 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a
BCDL 10.0 — Code FRC2007/TPI2002 (Matrix)— — Wind(LL) 0,00 2 **** 360 Weight:12 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
F-L�n
Tek recommends that Stabilizers and required cross bracing be
talled during truss erection,in accordance with Stabilizer
REACTIONS (Ib/size) 3=35/Mechanical, 2=244/0-5-8, 4=27/Mechanical ---- --- ---
Max Hoa 2=122(LC 6)
Max Uplift3=33(LC 7),2=-219(LC 6)
Max Grav3=35(LC 1),2=244(LC 1),4=54(LC 2)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES
1)Wind:ASCE 7-05;120mph(3-second gust);TCDL=4.2psf;BCDL=6.Opsf;h=30ft;Cat.Il;Exp B;enclosed;MWFRS(low-rise)gable end
zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for
reactions shown,Lumber DOL=1.33 plate grip DOL=1.33
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members. `,```"
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 33 Ib uplift at joint 3 and 219 Ib uplift at joint 2. `��GO�S W. C
LOAD CASE(S) Standard ;�� •,• .�G•E•N S'F.
* No 58316
OF 421
' O
�4# O N A�, ``�%�
FL Cert. #6634
A January 8,2010
y WARAMV&-V-VY d-9-pm+oa+ders—dRFAD MYTW ON nM Alo IiWLWEd)WTWrJWFEPJWE Pd6B/9/-7473 rea.10-'08 BEFORE LW.
Design valid for use only with MiTek connectors.This design is based orgy upon parameters shown,and is for an individual building component. x
Applicability of design paromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for lateral support of Individual web members only.Additional tertrporary Pxacing to insure stability during construction is the responsibility of the MiTek'
erector.Additional permanent bracing of the overall structune is the resporis,ibi6Fy or the building designer.Por general guidance regarding _
fabrication,quality control,storage,delivery,erection and bracing,carm All ANSf/rr91 Quality Criteria,DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312 Alexandria,VA 22314. 14515 N.Outer Forty,Suite#300
-- ----- ---- — ---1_Chesterfield_MO 63017
[Job
Truss
Love Addition
Truss Truss Ty—pe Iy_ Love Addition
.f jance
2940 J05 JACK Of LI 116123527
Builders Truss Mfg.,Woodbine,GA 31569 Job Reference_ce toptional)
T 140 s Oct 1 2009 MiTek Industries,Inc. Fri Jan 08 10:14:48 2010 Page 1
n-n
1-8.0 &5-0-0
Scale:3/4"=1'
5.00[ci_
2
1 4
2x4
50-0 -------------
LOADING(psfl SPACING 2-0-0 CSI DEFL in floc) I/defi L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) -0.03 2-4 >999 240 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.21 Vert(TL) -0.06 2-4 >876 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0-00 3 n/a n/a
BCDL 10.0 Code FRC2007rrPI2002 (Matrix) Wind(LL) 0.00
2 .... 360 Weight:18 lb
LUMBER
BRACING
-
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 cic purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
—
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection,in accordance with Stabilizer
Installation
REACTIONS (lb/size) 3=105/Mechanical, 2=301/0-5-8, 4=47/Mechanical
Max Horz 2=167(LC 6)
Max Uplift3=-103(LC 6),2=-221(LC 6)
Max Grav 3=105(LC 1),2=301(LC 1),4=94(LC 2)
FORCES (lb)-Max.Comp./Max,Ten.-All forces 250(1b)or less except when shown.
NOTES
1)Wind:ASCE 7-05;120mph(3-second gust);TCDL=4.2psf;BCDL=6.Opsf;h=30ft;Cat.11;Exp B;enclosed;MWIFIRS(low-rise)gable end
zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWIFRS for
reactions shown;Lumber DOL=1.33 plate grip DOL=1.33
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members. t4tJ111111111111
4)Refer to girder(s)for truss to truss connections. uplift at %0,�I I
5)provide mechanical connection(by others)of truss to bearing plate capable of withstanding 103 1b uplift at joint 3 and 221 lb upl W. A414'�,Oi
2joint 0
q�
LOAD CASE(S) Standard
No 58316
0 R
N
ON A
FL Cert. #6634
January 8,2010
WARAIIIIA011-lIrMiiI%r d-9-parvnuters and READ JW07W ON TMS AND IWL(MjW Mmirc RUEREME PAGE JIM 7473
Design valid for use only with MiTek connectors.This design is based only upon parameters shown and'is0ran individual building component.
Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer,Bracing shown
is for lateral support of individual web members only.Additional temporary k�rocing to insure stability during construction is the responsibillity of the MOW
erector.Additional permanent bracing of the overall structure is the responsibility of the building designer. or general guidance regarding
fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria.DSB-89 and Ill Building Component
Safety Information available from Truss Plate Institute,78T N.Lee Street,Suite 312,Alexandria.VA 22314. 14515 N.Outer Forty,Suite#300
Chesterfield,MO 6 017
Job Truss Truss Type -- —__—_ _
Qty PIY Love Addition —
�1-
2940 J07 — JACK 116123528!
14 1
Builders Truss Mfg.,Woodbine,GA 31569 ----- ------ _ Job Reference
7.140 s Oct 1 2009 MiTek Industries,Inc. Fri Jan 08 10:14:49 2010 Pagel
---s---
7-0-0 -- -- -�
3 Scale=1:20.0
7
5.00 12
1
2x4 =
4
I---------------- 7-0.0
_----_-- ----- ------_—.-- ------- 7-0-0 -- ------�
LOADING(psf) SPACING 2-0-0 CSI DEFL In (loc) I/deft Vd — PLATES GRIP
—=-7T—D-E-F-L
-
TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) -0.11 2-4 >757 240 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.43 Vert(TL) -0.27 2-4 >303 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a
BCDL 10.0 _Code FRC2007/TPI2002 -` (Matrix) - Wind(LL) 0.00 2 "*' 360 Weight:25 Ib
LUMBER BRACING -- -------
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins.
BOT CHORD 2 X 4 SYP N0.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
[i�nstalled
iekrecommends that Stabilizers and required cross bracingbe
during truss erection,in accordance with Stabilizer
stallation
REACTIONS (Ib/size) 3=166/Mechanical, 2=369/0-5-8, 4=67/Mechanical -----
Max Horz 2=206(LC 6)
Max Uplift3=-151(LC 6),2=-238(LC 6)
Max Grav 3=166(LC 1),2=369(LC 1),4=134(LC 2)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES
1)Wind:ASCE 7-05;120mph(3-second gust);TCDL=4.2psf;BCDL=6.Opsf;h=30ft;Cat.Il;Exp B;enclosed;MWFRS(low-rise)gable end
zone and C-C Exterior(2)-1-8-11 to 1-3-5,Interior(1)1-3-5 to 2-8-5,Exterior(2)2-8-5 to 6-11-4 zone;cantilever left and right exposed;end
vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.33 plate grip DOL=1.33
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections. ,�+1�
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 151 Ib uplift at joint 3 and 238 Ib uplift at joint ,``�%%0,�'T W. A411
2. C.) -
LOAD CASE(S) Standard �'\ SF•••,A
No 58316
. O R �V P N��.
-'.510 N A',� �,`'
L� FL Cert. #6634
January 8,2010
WARAM Verify d-9-P--.ter.and REW❑AOYM oAr TH18 AND IWLUDED AUTBR REFSRENCE PAGE MI-7473 ren.10-VS BEFORE UBS.
Design vaBd for use onty with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. :
Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for latero)suppport of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek
erector.Additanal permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding
fabrication,quality control,storage,delivery,erection and bracing,consult ANSVIPlt Qua18y Crfteda,OSB-89 and BCSI Building Component 14515 N.Outer o
Safety Information available from Truss Plate Institute,781 N-Lee Street,Suite 312,Alexandria.VA 22314. ----- 14515 N.Outer Forty,Suite#300
--- --- — -- ----------- —_ Chesterfield_MO 63017 ----_
Job Truss Truss Type --- —'-- - — ----
Qty Ply Love Addition —
12940 JC09 MONO TRUSS 4 1 116123529
Builders Truss Mfg.,Wwdbine,GA 31569 ——-- ----- __ Job Reference option _
7.140 s Oct 1 2009 MiTek Industries,Inc. Fri Jan 08 10:14:50 2010 Page t
�---- -2.4-5
2-4-5 _'---�— —
5 2-9
4-7-8
Scale=1:22.7
11//
3.54[12 4 0
3x
3
� 9 ,
2
1 .-- 12 13 ----
7 14 6
3x4_ 1.5x4 11 3x4 = 5
4-6.12 _0- 12 _
LOADING(psi) SPACING 2-0-0 CSI DEFL in floc) I/deft Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) -0.04 6-7 >999 240 MT20 244!190
TCDL 7.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.11 6-7 >999 180
BCLL 0.0 Rep Stress Incr NO W13 0.27 Horz(TL) 0.01 5 n/a n/a
BCDL 10.0 Code FRC2007/TP12002 (Matrix) Wind(LL) 0.04 6-7 >999 360 Weight:42 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing t 7
Installed during truss erection,in accordance with Stabilizer
IfLsta—Llaionn Guide —J
REACTIONS (lb/size) 4=140/Mechanical, 2=476/0-7-12, 5=281/Mechanical - - -------
Max Horz 2=205(LC 3)
Max Uplift4=-114(LC 3),2=-400(LC 3),5=-74(LC 6)
Max Grav4=140(LC 1),2=476(LC 1),5=301(LC 2)
FORCES (lb)-Max.Comp./Max-Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-706/233
BOT CHORD 2-7=-303/650,6-7=-303/650
WEBS 3-7=0/331,3-6=-694/323
NOTES
1)Wind:ASCE 7-05;120mph(3-second gust);TCDL=4.2psf;BCDL=6.Opsf;h=30ft;Cat.11;Exp B;enclosed;MWFRS(low-rise)gable end
zone;cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.33 plate grip DOL=1.33
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `11111 I I I fill,,
3)`This truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit ,`% W A. *4�
between the bottom chord and an other members. ` O- • 14 ..
4)Refer to girder(s)for truss to truss connections. ,*% G,•,�c'E N S,•4i�,,
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 114 Ib uplift at joint 4,400 Ib uplift at joint 2 �. F•'.9
and 74 Ib uplift at joint 5. wo
6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load4
s)31 Ib up at 1-4-15,31 Ib up at 1 -1 ice►* No 58316 ••:.
13 Ib down and 19 Ib up at 4-2-15,13 Ib down and 19 Ib up at 4-2-15,and 51 Ib down and 88 Ib up at 7-0-14,and 51 Ib down and 88 lb-
up at 7-0-14 on top chord,and 21 Ib up at 14-15,21 Ib up at 1-4-15,14 Ib down at 4-2-15,14 Ib down at 4-2-15,and 54 Ib down at
7-0-14,and 54 Ib down at 7-0-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.
7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard ;
1)Regular:Lumber Increase=1.25,Plate Increase=1.25 �,T�•• < O R `p
Uniform Loads(pif) �� s •,,• •
Vert:1-4=-54,2-5=20 �5 i�N A;1 `�1,,
Concentrated Loads(lb)
Vert:8=61(F=31,8=31)9=38(F=19,B=19)10=-103(F=51,B=-51)12=21(F=11,B=11)13=-14(F=-7,B=-7)14=-54(F=-27,B=-27)
FL Cert. #6634
January 8,2010
®KARNINO-V—fy desig-panosn lte and READ NOTES ON THIS AND INCLCd1EO W7EKREFERENCE PAGE AU1 7473_.10-'DB RlWORE USE.
Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. A
Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for lateral suppport of individual web members any.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek`
erector. Additional permanent bracing of the overall structure is the responsib'rity of the building designer.For general guidance regarding
fabrication,quality control,storage,delivery,erection and bracing,conwti ANSi/tPll Quality Criteria,DSB-89 and 8051 Building Component
Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312 Alexandria,VA 22314. 14515 N.Outer Forty,Suite#300
— -- ------ Chesterfield,MO63017
--:
Job Truss Truss Type `--------- -- --
Qt
Ply Love Addition
12940 T02 FLOOR
2 1 1161235301
Builders Truss Mfg.,Woodbine,GA 31569 i ------ Job Reference o tionalL___ _- J
7.140 s Oct 12009 MiTek Industries,Inc. Fr Jan 0810:32:51 2010 Page 1
0-1-8
�1
Scale=1:17.9
1.5x4 = 3x4 = 1.5x4 11 3x4=
1 3x4= 1.5x4 11 3x4-- 1.5x4 =
2 g 4 3x4 = 1.5x4 II 1.5x4 11
-- - 5 29 8
o II —1 181
- -- - -- - - - 1.5x4 I �
1 Xx K x �,. --�
��` YX1, ,� .t :` t, -
�]� '� l` �'\�'K
\X,�k,��`1'`x`,c r� x X k/� 8 7
�- ��"-`_ =
3x4= 3x4 = 1.5x4 I I 3x4= 1.5x4 11 1.5x4 1 3x4 3x4=_
1.5x4 3x4
1.5x4 I I 1.5x4 11
�- 1 80 -I------- -----
5-0-0- -------- --+------880 ---f 9.0.0 10.8-0-----I
Plate Offsets(X YL j4:0-1-8.Edge1 [6:0-1-8,Edoe 4:0-1-8 Ede 18:0 1_8 0 0-12 2-0-0 ado
_�.fl_..�_( 19:0 1-8 0-0-121 j20'0�2-0 0 0 0 22:0-0-14,0.0 121 [23_0 0 14 0-0-121 [24:0-2 0-0- _
LOADING(psf) SPACING 2-0-0 CSI DEPL in (loc) I/deft Ud PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.44 Vert(LL) -0.00 11 >999 360 MT20 244/190
TCDL 10.0 I Lumber Increase 1.00 BC 0.26 Vert(TL) -0.00 11 >999 240
BCLL 0.0 Rep Stress Incr NO WS 0.09 Horz(TL) -0.00 9 n/a We
BCDL 5.0 Code FRC2007/TP12002 _ (Matrix) — _ Weight:65 Ib
LUMBER BRACING --- —
TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except
BOT CHORD 4 X 2 SYP No.2 end verticals.
WEBS 4 X 2 SYP No.3
OTHERS 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS (Ib/size) 17=59/8-6-0, 16=141/8-6-0, 11=593/8-6-0, 14=237/8-6-0, 13=-40/8-6-0, 15=12/8-6-0, 12=0/8-6-0, 10=138/8-6-0, 9=251/0-3-8
Max Uplift 13=-199(LC 3),10=-138(LC 1)
Max Grav 17=70(LC 2),16=170(LC 2),11=593(LC 1),14=237(LC 1),13=106(LC 2),15=12(LC 1),12=4(LC 5),9=251(LC 1)
FORCES (lb)-Maximum Compression/Maximum Tension
TOP CHORD 17-18=-6515.1-18=-64/5,7-19=0/21,6-19=0/21,1-2=0/53,2-3=0/185,3-4=0/185,4-5=0/468,5-29=0/140,6-29=0/140
BOTCHORD 16-17=-0/3,15-16=-68/81,14-15=-68/81,13-14=-18510,12-13=185/0,11-12=-185/0,10-11=-172/0,9-10=-172/0,
8-9=-172/0,7-8=-1/0
WEBS 6-8=-189/0,1-16=-75/0,5-8=-19/44,2-16=-167/56,5-111=44810,2-14=28610,4-11=-386/0,3-14=-30/0,4-13=-99/209
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)Gable studs spaced at 1-4-0 oc.
3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 199 Ib uplift at joint 13 and 138 Ib uplift at ���� �A���/�
joint 10.
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means. G, C•E•N•• ` �i
LOADCASE(S) Standard No 58316
•
40
J,fit
lilt
_
FL Cert. #6634
January 8,2010
,A WARMMi-Verify daiyw pasxonetera acrd RBAD ND1I88 ON THlB Allam flMCLtmBD 11B781rRBFBRBMCB Pd6B!!II-7113 rrn.10-b8 B�ORB USB.
Design valid for use only with Mfrek connectors,This design Is based only upon parameters shown,and is for an individual building component.
Applicability of design poramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for lateral suppport of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the leffek'
erector Additwnal permanent bracing of the overall structure is the responsibrtily of the building designer.Por general guidance regarding
fabrication,quality control,storage,delivery,erection and bracing,consult ANslyfPll Quality Criteria,DS6-89 and SCSI BuildingCom -1117-Pxe�oAK
Safely tnforma8on available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria,VA 22314. Component 14515 N.Outer Forty,Suite#300
Chesterfield,MO 63017
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Design No.U341
January 12,2010
Bearing Wall Rating—i Hr.
Finish Rating—Min 20 min.
Load Restricted for Canadian Applications—See Guide BXUV7
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• When field issues arise,it is recommended the first contact for assistance be the technical service staff provided by the product
manufacturer noted for the design.Users of fire resistance assemplies are advised to consult the general Guide Information for each
product category and each group of assemblies.The Guide Information includes specifics concerning alternate materials and alternate
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• Only products which bear UL's Mark are considered as Classified,Listed,or Recognized.
Fire Resistance Ratings - ANSI/UL 263
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Design No.11-550
December 23,2009
Unrestrained Assembly Rating— 1 Hr.
Finish Rating— 23 Min(See Items 5 or 5A)
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• Authorities Having Jurisdiction should be consulted before construction.
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applicable requirements.The published information cannot always address every construction nuance encountered in the field.
• When field issues arise,it is recommended the first contact for assistance be the technical service staff provided by the product
manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each
product category and each group of assemblies.The Guide Information includes specifics concerning alternate materials and alternate
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Design No.P522
November 02,2009
Unrestrained Assembly Rating—1 Hr
Finish Rating—25 Min(See Items 3 or 3A)
Load Restricted for Canadian Applications—See Guide BXUV7
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