396 11th St 2015 New Home Docs r� 's CITY OF ATLANTIC BEACH
j 800 SEMINOLE ROAD
x ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
SINGLE FAMILY DWELLING NEW
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
JOB INFORMATION:
Job ID: 15-SFR-66
Job Type: SINGLE FAMILY RESIDENCE
Description: new home
Estimated Value: $300,000.00
Issue Date: 2/5/2015
Expiration Date: 8/4/2015
PROPERTY ADDRESS:
Address: 396 11TH ST
RE Number: None
GENERAL CONTRACTOR INFORMATION:
Name: BOSCO BUILDING CONTRACTORS
Address: 2158 MAYPORT RD QA TODD ALBERT BOSCO
Phone: - -
PERMIT INFORMATION:
FEES:
PLAN CHECK FEES $540.00
UTIL REV RESIDENTIAL BLDG $50.00
BUILDING PERMIT FEE $1,080.00
SEWER TAP FEES $4,674.38
SEWER SDC-SYSTEM DEV CHG $4,050.00
WATER CONNECT/TAP & METER $800.00
WATER CROSS CONNECTION $50.00
kAMNTEi,-9D04& ±8TEM TEV, CH O kN( F$4114D-00 CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
`S� CITY OF ATLANTIC BEACH
j 800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
Total Payments: $12,384.38
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
BUILDING PERMIT APPLICATION ``'"" ""'"
CITY OF ATLANTIC BEACH E L E Y
800 Seminole Road, Atlantic Beach, FL 32233
Office (904) 247-5826 Fax (904) 247-5845 ''"� " "`"•= - - -_;,.
Job Address: 396 11'h Street - Atlantic Beach FL 32233 Permit Number:
Legal Description Parcel #
Floor Area of Sq.Ft. q, t r
Valuation of Work $ Proposed Work heated/cooled 6 S+ non-heated/cooled �Z U
Class of Work(circle one): ew Addition Alteration Repair Move Demolition pool/spa window/door
Use of existing/proposed structure(s) (circle one): Commercial Residential
If an existing structure,is a fire sprinkler system installed? (Circle one es o /A
Florida Product Approval#
For multiple products use product approval form
Describe in detail the type of work to be performed: Building New Single Family House
Property Owner Information:
Name: Lindley Tolbert Design, Inc Address: 465 Beach Ave
City Atlantic Beach State: FL Zip: 32233 Phone 904-241-8787
E-Mail or Fax#(Optional)
Contractor Information:
Company Name: Bosco Building Contractors, Inc Qualifying Agent: Todd Bosco
,lress:2158 Mayport Rd City Atlantic Beach State FL Zip 32233
e Phone 904-241-0320 Job Site/Contact Number_904-241-0320 Fax# 904-241-0326
State Certification/Registration# CBC 1250212
Architect Name&Phone#
Engineer's Name&Phone#
Fee Simple Title Holder Name and Address
Bonding Company Name and Address
Mortgage Lender Name and Address
Application is hereby made to obtain a permit to do the work and installations as indicated. I cert 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 rf work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a penod of six 6)months at any time after
work is commenced. I understand that separate permi[s must be secured for Electrical Work, Plumbing,Signs, Wells, Pools, Furnaces, Boilers, Heaters,
Tanks and Air Conditioners,etc.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
\ COMMENCEMENT.
/hereb certify that I have re d and aminet1S a lie t nand know the same to be true and correct. All provisions of laws and or finances governing this
type of work will be compli d with hethe spp��ct t h e'n or not. a granting of a permit does not presume to give authority o violate or cancel the
provisions of any other fede 1,state or loc lav r tat nstruction or the performance of constnection.
Signature of Owner Signature of Contractor
Print Name b Print Name
T .......................................................................................
SLM to and subscribed before a Sworn to and subscribed before me
this �- Day of JUALg,.w 200 VVILLIA1111 L. E this �Day of -A:.,,w�W Wl LLri;rorE.QII
Notary Public,State of Florida �, y� Notary Public,State of Florida
Notary Publi Y omm, xpires Oct.19,20-5otaryyPu ic0l' My Comm,Expires -c. ,-2 f5—
Commission No,EE 128745 Commission No.EE 128745
Revised 01.26.10
DO NOT WRITE BELOW- OFFICE USE ONLY
Applicable Codes: 2010 FL RIDA BUILDIN ODE
Review Result (circle one):
Approved Disapproved Approved w/ Conditions
Review Initials/Date:
Development Size
Habitable Space 3 o s Non-Habitable Vis-r
Impervious area 3 3
Miscellaneous Information
Occupancy Group -3 {,
Type of Construction V (3
Number of Stories -),.
Zoning District 9 E- 2
Max. Occupancy Load
Fire Sprinklers Required
Flood Zone
Conditions/Comments:
NOTICE OF COMMENCEMENT FILE(PREPARE IN DUPLICATE) Co P
y
Permit No. C S cS I/�
State of FLORIDA Tax Folio No.
County of DUVAL
To whom it may concern:
The undersigned hereby Informs you that Improvements will be made to certain real property,and In
accordance with Section 713 of the Florida Statutes,the following information Is stated In this NOTICE OF
COMMENCEMENT.
Legal description of property being improved:
Lot 45 Block 13 Atlantic Beach Subdivision-W
Address of property being improved: 396 11 th Street-Atlantic Beach FL 32233
General description of improvements: New Single Family Home
Owner Lindley Tolbert Design,Inc
Address 465 Beach Ave Atlantic Beach,FL 32233
Owner's interest in site of the improvement GOrera)
Fee Simple Titleholder(if other than owner)
Name
Address
Contractor do:co Building Contractors,Inc
Address 2158 Mayport Rd Atlantic Beach,FL 32233
Phone No. 904-241-0320 Fax No. 904-241-0326
Surety(if any)
Address
Amount of bond 3
Phone No.
Fax No.
Name and address of any person making a loan for the construction of the improvements.
Name
Address �J
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 /f
Phone No. I r,
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
/r
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 E
DATE
Before me this In the /
County of Duv I,State of Florida.has personally appear d
1 himself Y ms tL ha tatements and declarations heherein by
Doc#LV SVUjLO/, VR 6K 170129 Page 038, are true and accurate WILLIAM L.POPE
Number Pages: 1 Notary Public,State of Florida
Recorded 01'08;2015 at 02:53 PM, My Comm.Expires Oct.19,2015
Ronnie Fussell CLERK CIRCUIT COURT DUVAL Commission No.EE 128745
COUNTY �//�J^��
RECORDING$10.00 Notary Public at Large.5 ate of Count of //
My commission expir s: / y /
rodurnd Irin..rr. «�?!'iCJt I'7. l.� t�' ..or
CITY OF ATLANTIC BEACH
PUBLIC UTILITIES
1200 Sandpiper Lane
ATLANTIC BEACH,FL 32233
(904)270-2535 or(904) 247-5874
NEW WATER/SEWER TAP REQUEST
Date: /S Project Address: 09& A/ -,4v STIZ0C 7—
No. of Units: Commercial Residential _� Multi-Family
New Water Tap(s) &Meter(s) Meter Size(s)
New Irrigation Meter Upgrade Existing Meter from to (size)
New Connection to City Sewer
Name:
Applicant Address:
City: State: FL Zip:
Phone Number: Cell Number:
Email Address Fax:
Signature:
(Applicant)
CITY STAFF USE ONLY
Application#
Water System Development Charge $
Sewer System Development Charge $Lt, 0507.C(J
Water Meter Only $
Water Meter Tap $_BCS. co
$'
Sewer Tap ,(?`/•3 S y?�
Cross Connection
Other $
TOTAL
APPROVED: Donna Kaluzniak 9/4/14
(Utility Director or Authorized Signature)
ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES
CAN BE ASSESSED
yJ City of Atlantic Beach RECEIV APPLICATION NUMBER
Building Department ( o be assigned by the Building Department.)
f 's Soo Seminole Road JAN 12 2015 �F�_ (P
Atlantic Beach, Florida 32233-5445
Phone(904)247-5826 - Fax(904)247-5 e fs
9101 E-mail: building-dept@coab.us Y' Date routed: 7
Cityweb-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: / G //7W d'T nt review required Yes No
Applicant: Planning &Zo
'strator
Project: �� ublic Wor
u is Utilities
u is Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receiptof Permit Verified By Date
Florida Dept.of Environmental Protection
Florida Dept. of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: V
pproved. []Denied.
(Circle one.) Comments:
BUILDING
PLANNING &ZONING
Reviewed by: Date: l— K
TREE ADMIN. Second Review: roved as revised.
❑App ❑Denied.
LIC WO S Comments:
BLIC UTILITIE
UB I SAFE Y Reviewed by: Date:
FIRE SERVICES Third Review: []Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
Revised 07127110
rt14 „ City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building p ent.)
800 Seminole Road
�,. Atlantic Beach, Florida 32233-5445
Phone(904) 247-5826 • Fax(904)247-5845 Q f�
x Till E-mail: building-dept@coab.us Date routed: 7
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: / is 7W c�'TJD&p&rtmqnt review required Yes No
Applicant: Planning &Zo
strator
Project: e, ublic Wor
cz u is Utilities
u is afety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: Approved. ❑Denied.
(Circle one.) Comments:
BUILDING
PLANNING &ZONING Reviewed by: �/ Date: Z2 ats
TREE ADMIN.
Second Review: []Approved as revised. ❑Denied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
Revised 07/27/10
yLy= City of Atlantic Beach APPLICATION NUMBER
rs roc To be assigned b the Building^-^artment.
Building Department ( g y )
800 Seminole Road
s' Atlantic Beach, Florida 32233-5445
J v Phone(904)247-5826 - Fax(904)247-5845
E-mail: building-dept@coab.us Date routed:
City web-site: http://Www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 3F6
//77/_S7_ nt review required Ye No
( 11 PApplicant: ��d =Planning &Zo
strator
Project, ho� M ublic Wor
cru-B is Utilities
u is afety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Dateof Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St. Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: Approved. ❑Denied.
(Circle one.) Comments: � D
BUIL IN
PLANNING &ZONING Reviewed by: Date:
TREE ADMIN. Second Review: [—]Approved as revised. ❑Denied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
Revised 07/27/10
City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
800 Seminole Road RECEIVED _ J��
Atlantic Beach, Florida 32233-5445
Phone(904) 247-526 - Fax(904)217-584 5�AN � 2 2015 � 9 fs
urii9% E-mail: building-dept@coab.us Date routed:
City web-site: http-//w\tvw.coab.us//ww.coab.us
BY:
APPLICATION REVIEW AND TRACKING FORM
Property Address: '3F6
/17W SF nt review required Yes No
Applicant: ZVS6d Planning &Zo
strator
Project: blic Wor
u is Utilities
u is afety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receiptof Permit Verified By Date
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: []Approved. ADenied.
(Circle one.) Comments: f�
BUILDING
PLANNING &ZONING Reviewed by: Date: //-/ /
TREE ADMIN.
Second Review: Approved as revised. ❑Denied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: L-�
y Date: z4-74 1-s
FIRE SERVICES Third Review: ❑Approved as revised. Denied.
Comments:
Reviewed by: Date:
Revised 07/27/10
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Site Information � �� � COPY `
396 11th st. Duval
Structural Engineer of Record
Geoffrey Wayne Gartner
PE No.59328 PEX
WIND LOADING (Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd=1.00)
MWFRS TCLL 20 psf TCLL 40 psf
130 MPH(3 second gust)\ASCE 7-10 TCDL 07 psf TCDL 10 psf
Enclosed Structure(0.18) BCLL 10 psf BCLL 00 psf
Exposure C BCDL 05 psf BCDL 05 psf
Occupancy Category II(Res)
FBC2010 Residential/TPI-2007
Design Program: ITW VIEW v14.00.000
This Package inlcudes 31 truss designs with individual date of design
NO JOB ID TRS ID DATE I_I NO JOB ID TRS ID DATE I INOIJOB ID TRS ID DATE .
1 396_11thSt B01 2/17/2014 131 1 396_11thSt I T14 2/17/20141
2 396_11thSt F01 2/17/2014
3 396_11thSt F02 2/17/2014
4 396_11thSt F03 2/17/2014
5 M396-11thSt
F04 2/17/2014
6 t F05 2/17/2014
I
7 t F06 2/17/2014 UUSMISSK)N it jvB#
8 t F07 2/17/2014
9 t F08 2/17/2014 1 NO 4 pyx�d10 t FG1 2/17/2014 2 R841*0fi0ltd 11 5 �rt
11 t FG2 2/17/2014 Rew d RNt�1111k
12 396_11thSt FG3 2/17/2014°A�ior �ootfont--—'a fr p°� � T
Cortaet lloarnrtY rid for aarYMrY+Mh m dniptt oonoept r,>'
13 396_11thSt FGE1 2/17/2014 nuYw don not nNn tyant�gor " 1a '�O1A1u10 '
drtlpre for Wtfch ttr oontaabr Y twpdttnEY lar aompW�a i"Wim- r;s
14 396_11thSt FGE3 2/17/2014 a rw cornrfa DoarrwrtY rd for ar w�and.tbendul ar ntn WO(I'
Tli raYw don not oatrdr ft = mWx)t, ttqulf0m, tnd
15 396_11thSt J01 2/17/2014 .'tom an =*tdWL a Uhty, or inodrnr
16 396_11thSt J02 2/17/2014 p r ( CONSULTING,INC.
17 396_11thSt J04 2/17/2014
Checked By:
18 396_11thSt J05 2/17/2014 ;'i��ture: vl
19 396_11thSt T01 2/17/2014
20 396 11thSt T02 2/17/2014
21 396_11thSt T03 2/17/2014
22 396_11thSt T04 2/17/2014
23 396_11thSt T04A 2/17/2014
24 396_11thSt T06 2/17/2014
25 396_11thSt T07 2/17/2014
26 396_11thSt T08 2/17/2014 ,%%,��( P•A RNcis���,j
27 396_11thSt T09 2/17/2014 �Q`•.\G E N S F•'•��, �i�'
28 396_11thSt T11 2/17/2014 �C;
29 396_11thSt T12 2/17/2014 '? ND 58!544
•:�[ =
30 396_11thSt T13 2/17/2014 * * �(r
:W�
Apex Technolo =-�'• STAB °" • `�;
p & = ••
Apex Technology is a ficticious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Florida Engineer Business No.7547 I' s
0Sutton Park Court,Suite 402 Jacksonville,FL 32224(904)821-5200The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed abo�aS Iand attached. The suitability and use of each drawing for any particualr building is the responsibility of the Building Designer,per ANSI/TPI 1- 11
2002 Section 2
With my seal affixed to this sheet,I hereby certify that this serves as an index sheet in conformance with Rule 61G15-23.002(2)and 61G15-
31.003 of the Florida Board of Professional Engineers / /2014
r
Job#396 11THST BEARING INFORMATION
QTY SPAN DESCRIPTION BRG# REACTION UPLIFT
2 927.08 0.00
4 16'10"08 F03 SY42 0.00/12 Pitch 1 -Ply 1 929.44 0.00
2 914.31 0.00
3 18'04"08 F04 SY42 0.00/12 Pitch 1 -Ply 1 998.12 0.00
2 998.12 0.00
2 17'10"08 F05 SY42 0.00/12 Pitch 1 -Ply 1 984.44 0.00
2 969.31 0.00
4 16'11"00 F06 SY42 0.00/12 Pitch 1 -Ply 1 917.92 0.00
2 917.92 0.00
4 14'06"00 F07 SY42 0.00/12 Pitch 1 -Ply 1 1051.57 0.00
2 748.87 0.00
4 20'09"00 F08 SY42 0.00/12 Pitch 1 -Ply 1 1881.32 0.00
2 1112.55 0.00
1 21'00"00 FGE1 SY42GABL 0.00/12 Pitch 1 -Ply 1 2263.96 0.00
2 21.03 0.00
1 20'03"08 FGE3 SY42GABL 0.00/12 Pitch 1 -Ply 1 2207.08 0.00
Total of Trusses 119
Maximun Height 05'09"10
Page 2 of 2
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11thSt
CU Ply:1 SEQN:21553/T5/SY42
CUSTOM Qty: 15 FROM: DRW:
F01 Wgt:112.0 lbs / ... 12/17/14
2'6"
(TYP)
g W=3X4
«a^ R A p=4X8 C =3X4 E F=3X4 G H J
-4X8 K
ir—
v 7!��L +
10'1"2
4X8[5] =4X5 =4X8[13]
Q P 0 N M L
=3X8 W=H0310
=4X10
i 21'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.478 E 511 360 Q 1135 /- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.749 E 326 326 L 1150 /- /- /- /- /5.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.058 L - - Q Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL):0.091 L L Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings Q&L Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.346
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.546 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.794 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 F-G 0 -3566
I:NA GCpi:NA Plate Type(s): B-C 0-3568 G-H 0 -3566
Wind Duration:NA WAVE,HS VIEW Ver:14.03.010.1106.05 C-D 0-3568 H-1 0 -3566
Lumber End Vertical Attachment D-E 0-4755 I-J 3 0
Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical E-F 0-4755
Top chord 4x2 SP M-31 using(3)qty.10d box or(0.128"x3"min)gun nails
Bot chord 4x2 SP M-31 through wide face or(3)qty.1-1/2"leg 16-Gage 1" Maximum Bot Chord Forces Per Ply(Ibs)
Webs 4x2 SP#3 wide(minimum)Crown staples on each narrow face. Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"136"uses design values approved Additional Notes Q-P 2059 0 N-M 4439 0
1/30/2013 by ALSC +2x6 continuous strongback.See detail P-0 4439 0 M-L 2058 0
9 bridging O-N 4439 0
STRBRIBR1014 for bracing and brid m
Plating Notes
All plates are 2X4 except as noted. recommendations.
Truss must be installed as shown with top chord up. Maximum Web Forces Per Ply(Ibs)
Plate Shift Table The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp.
JT Plate Lateral Chord JT Plate Lateral Chord 1-4-0. R-Q 0 -10 N-F 350 0
No Size Shift Bite No Size Shift Bite A-Q 0 -107 F-M 0 -964
[5] 4X8 3.75 L 1.25 [13] 08 3.75 R 1.25 Q-B 0-2288 H-M 0 -245
B-P 1667 0 M-1 1668 0
Purlins C-P 0 -245 I-L 0 -2289
In lieu of structural panels or rigid ceiling use purlins P-D 0 -964 J-L 0 -119
to laterally brace chords as follows: D-N 349 0 L-K 0 -12
Chord Spacing(in oc) Start(ft) End(ft) E-N 0 -250
TC 24 0.25 20.63
BC 120 0.25 20.63
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Camber
Max JT VERT DEFL:LL:0.48"DL:0.27".See detail
DEFLCAMB1014 for camber recommendations.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
396_11thSt Ply:1 SEAN:21555/T17/SY42
CUSTOM Qty: 4 FROM: DRW:
F03 Wgt:93.8Itis / ... 12/17/14
8' 9' 16'10"8
8'
f~-2'6"- -�
(TYP)
T
0
III2X4 =3X8 1112X4 =3X36 -- 3 1112X4 =3X8 1112X4
v
l 10'1"2
=3X8 1112X4 1112X4 =3X8 =4X5
N M L K i I
3X8
16'10"8
Loading Crieria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximur,Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi U# Loc R ;U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.270 K 740 360 N 929 /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.422 K 473 266 1 914
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LQ: 0.036 1 - - N Min Brg Width Req= 1.5
Des Ld: 55.00 EXP-4- HORZ(TL): 0.057 1 1 Min Brg Width Req= ---T—
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing N Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.327
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.586 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.567 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A_g 1 0 E-F 0 -2746
I:NA GCpi:NA Plate Type(s): B-C 0-2709 F-G 0 -2746
Wind Duration:NA WAVE VIEW Ver:14.03.01 C.1106.05 C-D 0-2709 G-H 0 0
Lumber End Vertical Attachment D-E 0-3139
Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical
Top chord 4x2 SP M-30 using(3)qty.10d box or(0.128"x3"min)gun nails Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 42 SP M-30 through wide face or(3)qty.1-1/2"leg 16-Gage 1" Chords Tens.Comp. Chords Tens. Comp.
Webs 4x2 SP#3 wide(minimum)Crown staples on each narrow face.
N-M 1632 0 K-J 3139 0
Lumber value set"1313"uses design values approved Additional Notes M-L 3139 0 J-1 1700 0
1/30/2013 by ALSC +2x6 continuous strongback.See detail L-K 3139 0
Plate Shift Table STRBRIBR1014 for bracing and bridging
JT Plate Lateral Chord JT Plate Lateral Chord
recommendations. Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens.
No Size Shift Bite No Size Shift Bite Truss must be installed as shown with top chord up. PComp.
[6) 3X3 1.25 R 1.25 The overall height of this truss excluding overhang is O-N 0 -10 K-E 121 -110
1-4-0. A-N 0 -107 E-J 5 -637
Purlins N-B 0-1814 F-J 0 -282
In lieu of structural panels or rigid ceiling use purlins 8-M 1190 0 J-G 1157 0
to laterally brace chords as follows: C-M 0 -283 G-I 0 -1872
Chord Spacing(in oc) Start(ft) End(ft)
M-D 0 -665 H-I 0 109
TC 24 0.12 16.75 D-L 128 -103
BC 120 0.12 16.75
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
(J)Hanger Support Required,by others
Camber
Max JT VERT DEFL:LL:0.27"DL:0.18".See detail
DEFLCAMB1014 for camber recommendations.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
396_11thSt Ply:1 SEQN:21559/T16/SY42
CUSTOM Qty: 2 FROM: DRW:
F05 Wgt:93.81bs / ... 12/17/14
8' 10' 17'10"8
8' 2' 17'10"8
(T'P)
T OIII2X4 =3X8 1112X4 =3X4 =3X4 1112X4 =3X8 12 1112X4
'v
1 10'1"2
3X8[5] 1112X4 1112X4 =3X8[11] =4X5
N M L K J 1
=3X8
17'10"8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.323 K 655 360 N 984 /- /- /- /_ /3.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.507 K 416 282 1 969 /- /_ /_ /_ /_
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.043 1 - - N Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL). 0.069 B I Min Big Width Req= -
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing N Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.455
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.762 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.626 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A_B 1 0 E-F 0 -2980
I:NA GCpi:NA Plate Type(s): B-C 0-2935 F-G 0 -2980
Wind Duration:NA WAVE VIEW Ver:14.03.01 C.1106.05 C-D 0-2935 G-H 0 0
Lumber End Vertical Attachment D-E 0-3498
Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical
Top chord 4x2 SP M-30 using(3)qty.10d box or(0.128"x3"min)gun nails Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 4x2 SP M-30 through wide face or(3)qty.1-1/2"leg 16-Gage 1" Chords Tens.Comp. Chords Tens. Comp.
Webs 4x2 SP#3 wide(minimum)Crown staples on each narrow face. N-M 1746 0 K-J 3498 0
Lumber value set"136"uses design values approved Additional Notes M-L 3497 0 J-1 1819 0
1/30/2013 by ALSC +2x6 continuous strongback.See detail L-K 3498 0
Plate Shift Table STRBRIBR1014 for bracing and bridging
JT Plate Lateral Chord JT Plate Lateral Chord recommendations. Maximum Web Forces Per Ply(Ibs)
No Size Shift Bite No Size Shift Bite Truss must be installed as shown with top chord up. Webs Tens.Comp. Webs Tens. Comp.
[5] 3X8 3.50 L 1.25 [11] 3X8 3.50 R 1.25 The overall height of this truss excluding overhang is O-N 0 -10 K-E 125 -104
[12] 3X8 4.50 R 1.25 1-4-0. A-N 0 -108 E-J 0 -829
N-B 0-1941 F-J 4 -295
Purlins B-M 1315 0 J-G 1283 0
In lieu of structural panels or rigid ceiling use purlins C-M 7 -294 G-1 0 -2003
to laterally brace chords as follows: M-D 0 -863 H-1 0 -109
Chord Spacing(in oc) Start(ft) End(ft) D-L 133 96
TC 24 0.12 17.75
BC 120 0.12 17.75
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
(J)Hanger Support Required,by others
Camber
Max JT VERT DEFL:LL:0.32"DL:0.26".See detail
DEFLCAMB1014 for camber recommendations.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
396_11thSt Ply:1 SEAN:37303/T30/SY42
CUSTOM Qty:4 FROM: DRW:
F07 Wgt:92.4lbs / ... 12/17/14
5'111"4 14'6"
5'11"4 "1 8'2"
2'6" '1 �-2'4"8
(TYP)
IIIA1X BX3 =4(5[5] IIIbXI3E 3 =�X5 1111)0 H X3 -5X7J
T �T G 3• „'2 2
v o'1 R + ��
L ,o'r'z
=3X =3=EJX4 1111X3 =3X8[13] 1111X3
Q3X4[41 O=Y3 M L K
=
7"4 i
♦ 13'10"12
r�
14'6"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA - Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.164 M 991 360 p 1052 /- /- /- /- /3.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.284 M 573 240 1 749 /- /- /- /- /3.0
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.021 A - - P Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL):0.036 A I Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing I is a rigid surface.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.972 Bearing P Fcperp=565psi.
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.779
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.736 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
I:NA GCpi:NA Plate Type(s): A-B 2 -22 F-G 0 -1407
Wind Duration:NA WAVE VIEW Ver:14.03.010.1106.05 B-C 111 -47 G-H 0 -1375
Lumber Additional Notes C-D 0-1952 H-I 0 -1407
Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail D-E 0-1965 I-J 0 0
9 and bridging STRBRIBR1014 for bracing Top chord 4x2 SP#2 9� 9 E-F 0-1963
Bot chord 4x2 SP#2 recommendations.
Webs 4x2 SP#3 Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs)
Lumber value set"1313"uses design values approved The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp.
1/30/2013 by ALSC 1-4-0. Q-P 45 -83 N-M 2006 0
Special Loads
P-O 1216 0 M-L 2006 0
O-N 1965 0 L-K 0 -1
---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00)
TC-From 100 plf at 0.12 to 100 plf at 14.50 Forces Maximum Web rces Per Ply(Ibs)
BC-From 10 plf at 0.00 to 10 plf at 14.21 Webs Tens.Comp.Fo
TC- 216 Ib Conc.Load at 0.12 p. Webs Tens. Comp.
Plate Shift Table Q-A 14 -132 E-N 0 -49
Q-B 211 -96 N-F 6 -61
JT Plate Lateral Chord JT Plate Lateral Chord R-Q 8 -77 F-M 81 0
No Size Shift Bile No Size Shift Bite B-P 22 -386 F-L 0 -660
[4] 3X4 1.25 L 1.25 [5] 4X5 2.75 L 1.25
[13] 3X8 4.25 R 1.25 P-C 0-1387 G-L 0 -343
C-0 830 0 L-1 1546 0
Purlins O-D 0 -261 I-K 32 0
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 14.38
BC 120 -0.12 14.08
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
End Vertical Attachment
Attach notched end vertical(s)to next end vertical
using(3)qty.10d box or(0.128"x3"min)gun nails
through wide face or(3)qty.1-1/2"leg 16-Gage 1"
wide(minimum)Crown staples on each narrow face.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 �APEX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
396_l lthSt Ply:2 77777����
CUSTOM Qty: 1 FG1 Wgt:96.61bs 4
1 27''11 1 610„9 8'8"12
27''11 3'4"15 12'8"3
11112X4 =4XB8[4l =5X7[ 7] 1113X3
5X7[11
Fi=5X7[2710'15 1112X4 2'10"15 1112X4 210"15
2'10"15 5'9"13 8'8"12
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA CC NA CAT:NA PP Deflection in loc Udefl U# Loc R 'J /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.098 F 999 360 H 2856 /- /- /- /- /3.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.153 F 686 240 E 3220
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.027 E - - H Min Brg Width Req= 1.7
Des Ld: 55.00 EXP-- HORZ(TL): 0.042 E E Min Brg Width Req= -- -.
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing H Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.494
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.869 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.830 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 -70 C-D 0 -104
I:NA GCpi:NA Plate Type(s): B-C 0-3154
Wind Duration:NA WAVE VIEW Ver:14.03.01 C.1106.05
Lumber Purlins Maximum Bot Chord Forces Per Ply(Ibs)
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x6 SP SS Dense to laterally brace chords as follows: H-G 3144 0 F-E 3180 0
Bot chord 2x4 SP M-30 Chord Spacing(in oc) Start(ft) Endift) G-F 3154 0
Webs 2x6 SP#2:W2,W5 2x4 SP#3: TC 24 0.00 8.73
BC 105 0.00 8.73
Lumber value set"1313"uses design values approved Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(Ibs)
1/30/2013 by ALSC at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp.
Nailnote The TC of this truss shall be braced with attached A-H 0 -312 F-C 45 112
spans at 24"OC in lieu of structural sheathing. H-B 0-3265 C-E 0 -3267
Nail Schedule:0.131"x3",min.nails
Top Chord:2 Rows @ 4.00"o.c.(Each Row) B-G 45 0 D-E 0 -439
Bot Chord:1 Row @12.00"o.c.
Webs :1 Row @ 4"o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00)
TC-From 50 plf at 0.00 to 50 plf at 8.73
BC-From 5 plf at 0.00 to 5 plf at 8.73
TC- 914 Ib Conc.Load at 0.85,2 85,4.85,6.85
TC- 969 Ib Conc.Load at 5.15,7.15
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
[21 5X7 4.25 R 2.25 [4] 4X8 3.50 R 1 25
[7] 5X7 S 1.50 fill 5X7 2.75 R 2.25
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-4-0.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
396_11thSt Ply:2 SEQN:37327/T19/FLAT
CUSTOM Qty: 1 FROM: DRW:
FG3 Wgt:179.2lb, / ... 12/17/14
2'10"11
1'1
1 1
4'10"2 1 6'8"1 1 8'5"15 10'5"10 1 12'5"1 14'8"8
11"4 1111"7 1 1'9"15 1 1'9"15 1'11"11 1'11"7 2'37
4X5[5]
=3X3 =4X4[7] 1112X4 =4X4[16] =4X8[18]
A B C D E F G H I
T
v
10'1"2
F2 =3X4[4] F O N M L K
1112X4 =4X5[6] =4X4[8] =3X8 =4X4[15] =4X8[17]
7"41
14'1"4
�74� 1'11"15 1 2'111 2'1"7 1'11"15 1 2'07 1'10"11
T4 1'11"3 4'6"6 6'8"1 8'9"7 10'9"6 12'9"13 14'8"8
Loading Criteria(psf) rSeedSt
teria Snow Criteria(Pg,Pf in PSF) Deflh:Sl Criteria ♦Maximum Reactions(Ibs)
TCLL: 40.00 : NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Lldefl L/# Loc R !U /Rw /Rh /RL /W
TCDL: 10.00 A mph Pf:NA Ce:NA VERT(LL): 0.117 E 999 360 Q 2500 /- /- /- !3.5
: 0.316 E 534 240
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT TL
( ) J 2297 /- /- !- /- /5.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.022 A - - Q Min Brg Width Req= 1.5
w Cdr Des Ld: 55.00 EXP:NA
HORZ(TL): 0.059 A -- J Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings Q&J Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.692
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.490 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.961 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 -99 E-F 0 -3787
I:NA GCpi:NA Plate Type(s): B-C 0-1863 F-G 0 -3827
Wind Duration:NA WAVE VIEW Ver:14.03.01C.1106.05 C-D 0-3162 G-H 0 -3158
Lumber Purlins D-E 0-3787 H-1 0 -1830
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins
Top chord 2x4 SP#2 to laterally brace chords as follows: Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3 TC 24 0.00 14.71
BC 120 0.00 14.71 R-Q 3 0 N-M 3904 0
Lumber value set '1313"uses design values approved Apply purlins to any chords above or below fillers Q-P 431 0 M-L 3334 0
1/30/2013 by ALSC at 24"OC unless shown otherwise above. P-0 2133 0 L-K 2121 0
Nailnote
The TC of this truss shall be braced with attached O-N 3331 0 K-J 15 0
spans at 24"OC in lieu of structural sheathing.
Nail Schedule:0.131"x3",min.nails Maximum Web Forces Per Ply(Ibs)
Top Chord:1 Row @ 8.00"o.c. Additional Notes Webs Tens.Comp. Webs Tens. Comp.
Bat Chord:1 Row @4"o.c.o.c. Truss must be installed as shown with to chord u
Webs 1 Row @ 4"o.c. p p' A-R 0 -144 N-F 0 -135
Use equal spacing between rows and stagger nails The overall height of this truss excluding overhang is A-Q 180 0 F-M 0 -267
in each row to avoid splitting_ 1-4-0. Q-B 0-1160 M-G 567 0
Special Loads B-P 1647 0 G-L 0 -603
P-C 0 -930 L-H 1194 0
-----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) C-0 1187 0 H-K 0 -997
TC-From 316 plf at 0.00 to 316 plf at 14.71 O-D 0 -581 K-I 2018 0
BC-From 10 plf at 0.00 to 10 plf at 14.71 O-N 516 0 I-J 0 -1048
Plating Notes N-E 0 -251
All plates are 3X4 except as noted.
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
[4) 3X4 S 1.25 [5] 4X5 2.00 L 1.25
[61 4X5 2.00 R 1.25 [7] 4X4 2.25 R 1.25
[8] 4X4 1.75 R 1.25 [15] 4X4 2.25 R 1.25
[16) 4X4 1.75 R 1.25 [17] 4X8 3.00 L 1.25
[18] 4X8 3.00 R 1.25
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821 5200 APEX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No 58544 PE No.71457
396_11thSt Ply.1 SEAN:37313/T2/SY42
CUSTOM Qty: 1 FROM: DRW:
FGE1 Wgt:110.6 lbs Page 2 of 2 / ... 12/17/14
H-AD 0 -133 Q-U 0 108
1-AB 0 -133
i
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
396 11thSt
CUSTOM Ply:1 SEAN:37317/T1!EJAC
J01 Qty: 7 FROM: DRW:
Wgt:15.41bs / ... 12/17/14
B
12 12'10"4
6
0
0
ih
3X4(62)
T A
s°10
—� 10'1"2
C
5'
5 5 1"8
Loading Criteria(psf)F
Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum,Reactions(Ibs)
TCLL: 20.00 Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw !Rh /RL /W
TCDL: 7.00 d: 130 mph Pf:NA Ce:NA VERT(LL):NA
BCLL: 0.00 sure:Closed L.
NA Cs:NA VERT(TL) NA A 166 /- /88 /- /87 /3.5
BCDL: 5.00 ate o 11 C 72 /- !30 /- /- /1.5
11
9 ry: Snow Duration:NA H0RZ(LL): 0.005 C B 128 /80 /75 /- /- !1.5
Des Ld: 32.00 E- - --- -fl/CSI
0.010 C Wind reactions based on M\AW4ZP
NCBCLL: 10.00 Mean Height:15.00 It Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.939 C Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.361 B Min Brg Width Req= -
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Bearing A Fcperp=565psi.
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs)
Wind Duration:1.60 WAVE VIEW Ver:14.03.01C.1106.05 Chords Tens.Comp.
Lumber A-B 57 -139
Value Set:13B(Effective 6/1/2013)
Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply[lbs)
Bot chord 2x4 SP#3 Chords Tens.Comp.
Lumber value set '13B"uses design values approved A-C 0 0
1/30/2013 by ALSC
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -0.12 4.88
BC 58 -0.06 4.88
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
3-0-10.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 �AIP E X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
396 11thSt
CUSTOM Ply:1 SEQN:37319/T20/EJAC
J04 Qty: 3 FROM: DRW:
Wgt:15.4 lbs / ... 12/17/14
B
12
12'10"4
6
0
-0-
P
Cl)
3X4(B2)
T A
6"10
A- 0-1"2
C
5'
5' Jl"8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA A 166 /- /88 /- /87 /3.5
BCDL: 5.00 Risk Category:II C 72 /- /30 /- /- /1.5
-.. � 9 ry Snow Duration:NA HORZ(LL): 0.005 C - - B 128 /80 /75 /- /- /1.5
Des Ld: 3200 EXP:C HORZ(TL): 0.010 C- Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.939 C Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.361 B Min Brg Width Req= -
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Bearing A Fcperp=565psi.
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs)
Wind Duration:1.60 WAVE VIEW Ver:14.03.01C.1106.05 Chords Tens.Comp.
Lumber A-B 57 -139
Value Set:138(Effective 6/1/2013)
Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x4 SP#3 Chords Tens.Comp.
Lumber value set"l 3B"uses design values approved A-C 0 0
1/30/2013 by ALSC
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 5.00
BC 58 0.06 5.00
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
3-0-10.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray 033mcname
PE No.60839 PE No.58544 PE No.71457
396 11thSt
CUSTOM Ply:1 SEQN:37279/T28/HIPS
T01 Qty 1 FROM: DRW:
7 Wgt:102.2 lbs 12/17/14
5' 10'6"
16'
5, 21'
5'6" 5,6,
5'
12 -C 8 1112X4 =4X8
T 6 � D E
0
=3X4 C4 B
1 -3X4(AC4� ) 3X4(C4)
6 =3X4 C4)
1
1112X4 =5X7 1112X4 �207'
J 1
7"4, H
f' 19'9"g 7"4i
5'1"12 5'4"4 5'4"4
51"12 106 2
5'
15'10"4 21'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.123 D 999 240
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.241 D 969 234 A 1100 /502 /- /- /- /3.5
BCDL: 5.00 Risk Cate o II G 1100 /502 /3.5
j9,ry Snow Duration:NA HORZ(LL): 0.050 F - - Wind reactions based on MWFRS
Des Ld. 32.00 EXP:C HORZ(TL): 0.097 F A Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:22.39 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.916 Bearings A&G Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.993
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI: 0.284 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp
GCpi:0.18 Plate Type(s): A-B 824 -1765 D-E 948 -2076
Wind Duration:1.60 WAVE VIEW Ver:14.03.01 C.1106.05 B-C 764-1657 E-F 764 -1657
Lumber Additional Notes C-D 948 -2076 F-G 824 -1765
Value Set:138(Effective 6/1/2013) The overall height of this truss excluding overhang is
Top chord 2x4 SP#2 3-0-10. Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp
Webs 2x4 SP#3
Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-J 1395 -636 I-H 1410 -641
:Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' J-1 1410 -641 H-G 1395 -636
Lumber value set"136"uses design values approved
1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs)
Purlins
Webs Tens.Comp. Webs Tens. Comp
In lieu of structural panels or rigid ceiling use purlins C-J 324 -111 I-E 745 -342
to laterally brace chords as follows: C-1 745 -342 H-E 324 -111
Chord Spacing(in oc) Start(ft) End(ft) D-1 118 -193
TC 24 0.00 21.00
BC 83 0.00 21.00
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Loading
#1 hip supports 5-0-0 jacks to BC.
Left side jacks have 5-0-0 setback with 0-7-4 cant
and 0-0-0 overhang.End jacks have 5-0-0 setback
with 0-7-4 cant and 0-0-0 overhang.Right side jacks
have 5-0-0 setback with 0-7-4 cant and 0-0-0
overhang.
Wind
Wind loads and reactions based on MWFRS.
Left and right cantilevers are exposed to wind
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No 60839 PE No.58544 PE No.71457
396_11 thSt
CUSTOM Ply:1 SEQN:37272/T18/HIPS
T03 Qty: 2 FROM: DRW:
Wgt:96.61bs / ... 12/17/14
6'10"8 9' 12' 14'1"8 21'
6'10"8 2'1"8 3' 2'1"8 6'10"8
=4X4
C=4X4 D
12 ���2X4 B E
6 ///2X4
o_
0
10
3X4(B2)
F=3X4(B2)
=3X4 =H 4 =GX4 20'7"
9' 1'6"
9'
9' 10'6"
1'6" 21
Loading Criteria(psf) Wind Criteria =Ct:NA
(Pg,Pfin PSF) De SI Criteria ♦Maximum Reactions(Ibs)
TCLL 20.00 Wind Std: ASCE 7-10 A CAT:NA PP Deflection in loc UdeFl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph A VERT(LL): 0.056 G 999 250BCLL: 0.00 Enclosure:Closed A VERT(TL): 0.137 G 999 250 A 734 /327 /312 /- /113 /3.5
BCDL: 5.00 Risk Cate o I F 735 /327 /312 /- /- /3.5
9 ry: :NA HORZ(LL): 0.023 G - - Wind reactions based on MWFRS
Des Ld: 32.00 EXS — HORZ(TL): 0.053 C A Min Brg Width Req= 1:&--
NCBCLL: 10.00 Mean Height:23.39 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.436 Bearings A&F Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.978
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.136 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp
GCpi:0.18 Plate Type(s): A-B 536 -1178 D-E 528 -990
Wind Duration:1.60 WAVE VIEW Ver:14.03.01C.1106.05 B-C 528 -989 E-F 536 -1179
Lumber C-D 466 -833
Value Set:13B(Effective 6/1/2013)
Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp
Webs 2x4 SP#3
Lumber value set"136"uses design values approved A-1 977 -392 H-G 833 -261 1/30/2013 by ALSC 1-H 833 -261 G-F 977 -393
Purlins Maximum Web Forces Per Ply(Ibs)
In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp.
to laterally brace chords as follows: B-I 263 -337 D-G 357 189
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 21.00 C-1 355 -189 G-E 263 -338
BC 109 0.06 20.94
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
5-0-10.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
eAP E X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
FT04A
1thSt
OM [Oty:�5Z�JF7ROM:
QN:37274/T21/COMN
DRW12/17/14
67"10 10'6"
6'7"10 14'4"6 21'
3'10"6 3'10"6 6'7"10
C=4X4
12
6 2X4 B D
2X4 -
o_
m
�n
3X4(82)
I. =3X4(82)
5X7 207'
F
10'6" 10,6„
10'6"
21'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R U /Rw /Rh /RL /w
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.044 F 999 250
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.087 F 999 250 A 689 /331 /307 /- /132 /3.5
BCDL: 5.00 Risk Category:II E 689 /331 /307 /- /- /_
9 rY Snow Duration:NA HORZ(LL): 0.019 F - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.038 F —_ A Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:23.76 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= -
Sofflt: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.389 Bearing A Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.994
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.196 Maximum Top Chord Forces Per Ply(lbs)
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp
GCpi:0.18 Plate Type(s): A-B 544 -1088 C-D 457 -814
Wind Duration:1.60 WAVE VIEW Ver:14.03.01C.1106.05 B-C 457 -814 D-E 544 -1088
Lumber Wind
Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#2 member design. Chords Tens.Comp. Chords Tens. Comp
Bot chord 2x4 SP#2
Webs 2x4 SP#3 Additional Notes A-F 900 -398 F-E 900 -398
Lumber value set"13B"uses design values approved The overall height of this truss excluding overhang is
1/30/2013 by ALSC 5-9-10. Maximum Web Forces Per Ply(Ibs)
Purlins Webs Tens.Comp. Webs Tens. Comp
B-F 280 -321 F-D 280 -321
In lieu of structural panels or rigid ceiling use purlins C-F 515 -303
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 21.00
BC 109 0.06 20.94
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
Recommended hanger connections are based on
manufacturer tested capacities and calculations.
Conditions may exist that require different connections
than indicated.Refer to manufacturer publication for
additional information.
Bearing at location x=20'9" uses the following
support conditions:
Bearing E (20'9",207")HTU26
Supporting Member:(2)2x6 SP SS Dense
(20)0.148"x3"nails into supporting
member,
(11)0.148"x1.5"nails into supported
member.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200Michael G APE X
PE No 60839 lowski Jeffrey P Arneson Derek B Murray
PE No.58544 PE No.71457
396 11thSt
CUSTOM Ply:1 SEQN:37280/T9/HIPM
T07 Qty: 1 FROM: H:::
Wgt:112.OIbs 7!14
7 11'8"9 16"1"11
7' 4'8'9 21
4'5"1 4'10"5
5X7 1112X4
=
C D 3E4 1114X5(17]
12 F
0
3X4(C�) B v
A
1112X4 =3X8 =3X8[141 4X516 4207"
K J I = 1 1114X5[21
7'1"12 2'10"4 1'8"9 4'9"1 4'6"5
7112 10' 11'8"9 16'5"11 21'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 - Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.100 D 999 250
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.192 D 999 250 A 1285 /660 /- /- /- /3.5
BCDL: 5.00 Risk Category:II G 1592 /833
9 ry Snow Duration:NA HORZ(LL): 0.030 G Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C _ HORZ(TL): 0.058 G A Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:22.89 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.740 Bearing A Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.966
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.818 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp
GCpi:0.18 Plate Type(s): A-B 1224-2325 D-E 1220 -2334
Wind Duration:1.60 WAVE VIEW Ver:14.03.01C.1106.05 B-C 1195-2282 E-F 868 _1671
Lumber Purlins C-D 1221 -2335
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins
Top chord 2x4 SP#2 to laterally brace chords as follows: Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3 TC 24 0.00 21.00
:Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' BC 67 0.00 21.00 A-K 1978-1029 I-H 1755 -926
Apply purlins to any chords above or below fillers K-J 1985-1026 H-G 13 -7
Lumber value set"13B"uses design values approved
1/30/2013 by ALSC at 24"OC unless shown otherwise above. J-1 1985-1026
Special Loads Hangers/Ties Maximum Web Forces Per Ply(lbs)
---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Recommended hanger connections are based on Webs Tens.Comp. Webs Tens. Comp.
manufacturer tested capacities and calculations.
TC-From 56 plf at 0.00 to 56 plf at 7.00 Conditions may exist that require different connections C-K 189 0 E-H 739 -1093
TC-From 28 plf at 7.00 to 28 plf at 21.00 than indicated.Refer to manufacturer publication for C-I 446 -248 H-F 2148 -1116
BC-From 10 ptf at 0.00 to 10 plf at 7.06 additional information.
BC-From 5 plf at 7.06 to 5 plf at 10.00 D-1 424 -514 F-G 838 -1529
BC-From 5 pit at 10.00 to 5 plf at 21.00 Bearing at location x=20'9" uses the following I-E 760 -387
TC- 179 Ib Conc.Load at 7.06,9.06,11.06,13.06 support conditions:
15.06,17.06,19.06 Bearing G (20'9",207")HTU28
BC- 101 Ib Conc.Load at 7.06,9.06,11.06,13.06 Supporting Member:(2)2x6 SP SS Dense
15.06,17.06,19.06 (20)0.148"x3"nails into supporting
member,
Plate Shift Table (26)0.148"x1.5"nails into supported
JT Plate Lateral Chord JT Plate Lateral Chord member.
No Size Shift Bite No Size Shift Bite Additional Notes
[14] 3X8 S 1.25 [161 4X5 2.00 L 1.50
[17] 4X5 1.25 R 2.00 [20] 4X5 S 3.00 The overall height of this truss excluding overhang is
4-0-10.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
396_11thSt
CUSTOM Ply:1 SEAN:37276/T31/SPEC
T09 Oty. 2 FROM: DRW:
Wgt:92.4 lbs ... 12/17/14
5'3"12 10,6„ 15'8"4
21'
5'3"12 5'2"4
52 4 5'3"12
C=4X4
12
6
2X4 B D
2X4
9n
3X4(B2)
00 E=3X4(B2)
5X7 20'7'
F
10'6" 10,6„
10'6"
21'
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria TO imum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Defledion in loc Udefl f-U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.053 F 999 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.104 F 999 9 /331 /307 /- /132 /3.5
BCDL: 5.00 Risk Cate o II 9 /331 /307 /- /- /3.5
9 rY Snow Duration:NA HORZ(LL): 0.025 F eactions based on MWFRS
Des Ld: 32.00 EXP-e^,� HORZ(TL): 0.049 F in Brg Width Req= 1,G_
NCBCLL: 10.00 Mean Height:23.76 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.325 Bearings A&E Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.976
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.228 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp
GCpi:0.18 Plate Type(s): A-8 579-1132 C-D 442 830
Lumber
Wind Duration:1.60 WAVE VIEW Ver:14.03.01 C.1106.05 B-C 442 -830 D-E 579 -1132
Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp
Bot chord 2x4 SP#2
Webs 2x4 SP#3 A-F 952 -445 F-E 952 -445
Lumber value set"l 3B"uses design values approved
1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs)
Purlins Webs Tens.Comp. Webs Tens. Comp
B-F 278 -329 F-D 278 -329
In lieu of structural panels or rigid ceiling use purlins C-F 437 -187
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 21.00
BC 103 0.06 20.94
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
5-9-10.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X
PE No.71457
Michael G Kozlowski Jeffrey P Arneson Derek B Murra
PE No.60839 PE No.58544 y
396_11thSt Ply:1 SEAN:37282/T14/HIPS
CUSTOM Qty: 1 FROM: DRW:
T12 Wgt:61.6lbs / ... 12/17/14
5' 9'3"8 13'10"$
5' 4'3"8 47'
=4X8 =4X4
12 B C
T
0
P p\113X4(E3)
Cl)
1 =3X4(82) =3X4(E3)
A E
T
10'1"2
11124 =3�4
5'1"12 3'10"4 4'5"8
5'1"12 9' 13'5"8
5"
1'3'1 b"8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deff/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PPIDeflection in loc Udefl L/# Loc R /U /Rw /Rh /RL 1W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.039 G 999 240 A 724 1221 /- /- /- /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.077 G 999 180 E 732 /224 /- /- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.017 F - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C
HORZ(TL):0.033 Fes' - A Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.399 Bearing A Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.920
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI: 0.152 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-13 379-1205 C-D 363 -1163
Wind Duration:1.60 WAVE VIEW Ver:14.03.01 C.1106.05 B-C 309-1020 D-E 380 -1201
Lumber
Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2 A-G 1016 -312 F-E 998 -307
Webs 2x4 SP#3 G-F 1026 -312
:Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500'
Lumber value set"136"uses design values approved Maximum Web Forces Per Ply(Ibs)
1/30!2013 by ALSC Webs Tens.Comp. Webs Tens. Comp.
Purlins B-G 193 -3 F-C 219 -14
In lieu of structural panels or rigid ceiling use purlins B-F 4 -7
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 13.88
BC 120 0.06 13.88
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
(J)Hanger Support Required,by others
Loading
#1 hip supports 5-0-0 jacks at left end and 4-7-0 jacks
at right end.Jacks have no webs.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
The overall height of this truss excluding overhang is
3-0-10.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 �APEX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray Iffimmmoafflam
PE No.60839 PE No.58544 PE No.71457
396 11thSt Ply:1 SEQN:37278/T23/SPEC
CUSTOM Qty: 10 FROM: DRW:
T14 Wgt:51.8lbs / ... 12/17/14
7'1"12 13'10"8
7'1"12 6'8"12
B.a4X4(R1)
12
6
9D
v
tC-113X4
(E3)
3X4(82) =3X4(E3)
T A D T
fi ° 10'1^2
1112Xa
7'1"12 6'3"12
7'1"12 13'5"8
�.5.�"
1'3'1 b"8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 — Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.048 C 999 240 A 458 /137 /215 /- /92 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.142 C 999 180 D 453 /136 /208 /- /- /_
BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.026 C - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C ` - HORZ(TL):-0.077 C A Min Big Width Req= 1.5
NCBCLL:10.00 Mean Height:15.00 ft Code/Mi..Criteria Creep Factor:1.5 D Min Big Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.627 Bearing A Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.416
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.313 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 288 -629 C-D 585 -835
Wind Duration:1.60 WAVE VIEW Ver:14.03.010.1106.05 B-C 292 -598
Lumber
Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2 A-E 489 -173 E-D 489 -173
Webs 2x4 SP#3
Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500'
Lumber value set"1313"uses design values approved Maximum Web Forces Per Ply(Ibs)
1/30/2013 by ALSC Webs Tens.Comp.
Purlins B-E 230 0
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 13.88
BC 120 0.06 13.88
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
(J)Hanger Support Required,by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
4-1-8.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X
Michael G Kozlowski Jeffrey P Ameson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
• J
. "JILL COPY
Bimini 2 396 11 th St
HVAC Load Calculations
for
Bosco Custom Homes
ELki
RHVACR$S1DBN'TYAL
HVAC LOADS
Prepared By:
Jason McDuffie
Home Energy Services
2060 Davis Rd.
Jacksonville, FL 32218
904 757-3569
Thursday, December 11, 2014
Rhvac is an ACCA approved Manual J and Manual D computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
F;Home
c-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Energy Services Bimini 2 396 11th St
onville,FL32218Pa e 2ject Report —
General Project Information
Project Title: Bimini 2 396 11th St
Designed By: Alexa Laughren
Project Date: Thursday, December 11, 2014
in name or by equal or greater SEER or HSFP as stated on
Project Comment: This equipment can be replaced
the FL. Energy Code
Client Name: Bosco Custom Homes
Company Name: Home Energy Services
Company Representative: Jason McDuffie
Company Address: 2060 Davis Rd.
Company City: Jacksonville, FL 32218
Company Phone: 904 757-3569
Company E-Mail Address: ecalcs@hesjax.com
Company Website: www.hesjax.com
Company Comment:
Design Data
Reference City: Jacksonville, Florida
Building Orientation: Front door faces North
Daily Temperature Range: Medium
Latitude: 30 Degrees
Elevation: 26 ft.
Altitude Factor: 0.999
Outdoor Outdoor Outdoor Indoor Indoor Grains
Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference
Winter- 32 29.92 n/a n/a 70 n/a
Summer: 95 77 45% 50% 75 46
Check Figures 0.704
Total Building Supply CFM: 2,148 CFM Per Square ft.: 681
Square ft. of Room Area: 3,052 Square ft. Per Ton:
Volume(ft3)of Cond. Space: 29,132
Building Loads --
Total Heating Required Including Ventilation Air: 44,007 Btuh 44.007 MBH
Total Sensible Gain: 47,209 Btuh 88 %
Total Latent Gain: 6,571 Btuh 12
Total Cooling Required Including Ventilation Air: 53,781 Btuh 4.48 Tons(Based On Sensible + Latent)
Notes —�
Rhvac is an ACCA approved Manual J and Manual D computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
your design conditions,
C:\ ...\Bimini 2 396 11th St rh9 Thursday, December 11, 2014, 5:25 PM
Rhvac-Residential&Light Commercial HVAC Loads ^+ Elite Software Development,Inc.
Home Energy Services Bimini 2 396 11th St
Jacksonville,FL 32218 u/ Pa e 3
--
-- --
- -
Miscellaneous Report _ - -- --
System 1 1st Floor Outdoor Outdoor Outdoor Indoor Indoor Grains
In ut Data _ Dry Bulb Wet Bulb Rel Hum Rel.Hum Dry Bulb Difference
Winter: 32 29.92 80% n/a 70 n/a
Summer: 95 77 45% 50% 75 46.43
System 2 2nd Floor Outdoor Outdoor Outdoor Indoor Indoor Grains
In put Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference
Winter: 32 29.92 80% n/a 70 .
Summer: 95 77 45% 50% 75 46.4343
Duct Sizing Inputs -- -
Main Trunk Runouts
Calculate: Yes Yes
Use Schedule: Yes Yes
Roughness Factor: 0.01000 0.01000
Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft.
Minimum Velocity: 550 ft./min 450 ft./min
Maximum Velocity: 600 ft./min 750 ft./min
Minimum Height: 0 in. 0 in.
Maximum Height: 0 in. 0 in.
Outside Air Data
Winter Summer
Infiltration Specified: 0.250 AC/hr 0.250 AC/hr
121 CFM 121 CFM
Infiltration Actual: 0.250 AC/hr 0.250 AC/hr
Above Grade Volume: X 29,132 Cu.ft. X 29.132 Cu.ft.
7,283 Cu.ft./hr 7,283 Cu.ft./hr
X 0.0167 X 0.0167
Total Building Infiltration: 121 CFM 121 CFM
Total Building Ventilation: 0 CFM 0 CFM
---System 1---
Infiltration &Ventilation Sensible Gain Multiplier: 21.98 = (1.10 X 0.999 X 20.00 Summer Temp. Difference)
Infiltration &Ventilation Latent Gain Multiplier: 31.54 = (0.68 X 0.999 X 46.43 Grains Difference)
Infiltration &Ventilation Sensible Loss Multiplier: 41.76 = (1.10 X 0.999 X 38.00 Winter Temp. Difference)
Winter Infiltration Specified: 0.250 AC/hr(61 CFM)
Summer Infiltration Specified: 0.250 AC/hr(61 CFM)
---System 2---
Infiltration &Ventilation Sensible Gain Multiplier: 21.98 = (1.10 X 0.999 X 20.00 Summer Temp. Difference)
Infiltration &Ventilation Latent Gain Multiplier: 31.54 = (0.68 X 0.999 X 46.43 Grains Difference)
Infiltration &Ventilation Sensible Loss Multiplier: 41.76 = (1.10 X 0.999 X 38.00 Winter Temp, Difference)
Winter Infiltration Specified: 0.250 AC/hr(60 CFM)
Summer Infiltration Specified: 0.250 AC/hr(60 CFM)
Duct Load Factor Scenarios for System 1
Attic Duct Duct Surface From
No. Type Description _ Location Ceiling _ Leakage__ Insulation Area j MDD
1 Supply Main Attic 16B 0.09 6 396 No
1 Return Main Attic 16B 0.15 6 147 No
Duct Load Factor Scenarios for System 2
Attic Duct Duct Surface From
No. Type Description Location _ Ceiling Leakage Insulation _ Area - MDD
Main Attic 16B 0.12 6 429 No
1 Supply 0.24 6
No
1 Return Main Attic 166
C:\ ...\Bimini 2 396 11th St.rh9 Thursday, December 11, 2014, 5:25 PM
- -
--- - - Elite Software Development,Inc.
Rhvac-Residential 8r Light Commercial HVAC Loads Bimini 2 396 11th St
Home Energy Services Page 4
Jacksonville,FL 32218 :--
Load Preview Report
Sysi SysSys Duct
Net ft.' Sen Lat Net Sen Htg Clg Act
Scope
Ton /Ton Area Gain Gain Gain Loss CFM CFM CFM Size
Building 4.48 681 3,052 47,209 6571 53,781 44,007 890 2,148 2,148
System 1 2.33 629 1,466 24,393 3,568 27,961 26,001 526 1,110 1,110 20
Duct Latent 841 841
Zone 1 1,466 24,393 2,727 27,120 26,001 526 1,110 1,110 20
1 Great Room 440 9,884 1,237 11,121 8,734 177 450 450 5-6
2-Dining
260 2,768 276 3,044 3,620 73 126 126 2-5
3-wtchen 420 5,468 577 6,045 5,040 102 249 249 3-5
4-Garage Entry
76 922 191 1,113 2,715 55 42 42 1-4
5-Bedroom 4 210 4,410 281 4,691 3,771 76 201 201 2-6
6-Pool Bath 60 942 165 1,107 2,120 43 43 43 1-4
System 2 2.15 737 1,586 22,816 3,003 25,819 18,006 364 1,038 1,038 18
Duct Latent 1,102 1,102
Zone 1 1,586 22,816 1,901 24,717 18,006 364 1,038 1,038 18
7-Hall 200 1,883 210 2,093 1,885 38 86 86 1-5
8-Bath 2 43 689 135 824 1,009 20 31 31 1-4
9-Bedroom 2 240 4,368 290 4,658 2,710 55 199 199 2-5
10-Br2 WIC 48 112 0 112 86 2 5 5 1-4
11 Bath 3 54 612 60 672 706 14 28 28 1-4
12-Bedroom 3 225 3,108 285 3,393 2,655 54 141 141 2-5
13-Laundry
80 1,584 80 1,664 813 16 72 72 1-5
14-Master Closet 110 1,366 120 1,486 1,083 22 62 62 1-5
15-Master Bath 280 1,956 190 2,146 1,765 36 89 89 1-6
16 Master Toilet 19 663 55 718 474 10 30 30 1-4
17-Master Bedroom 287 6,475 476 6,951 4,821 97 295 295 3-5
C:\ ...\Bimini 2 396 11th St.rh9 Thursday, December 11, 2014, 5:25 PM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Home Energy Services Bimini 2 396 11th St
Jacksonville,FL 32218 Pa e 5
Duct Size Preview
Room or Minimu Maximum Rough. Designj SPI Duct Duct Htg Clg Act Duct
Duct Name Source Velocity Velocity Factor U100 Loss Velocity Length �oN Flow l Fbw Size
System 1
Supply Runouts
Zone 1
1-Great Room Built-In 450 750 0.01 0.1 458.1 177 W50 450 5-5
2-Dining Built-In 450 750 0.01 0.1 461.8 73 PF126 126 2-5
3-Kitchen Built-In 450 750 0.01 0.1 608.1 102 249 249 3-5
4-Garage Entry Built-In 450 750 0.01 0.1 480.6 55 42 42 1-4
5-Bedroom 4 Built-In 450 750 0.01 0.1 510.9 76 201 201 2-5
6-Pod Bath Built-In 450 750 0.01 0.1 491.1 43 43 43 1-4
Other Ducts in System 1
Supply Main Trunk Built-In 550 600 0.01 0.1 508.7 526 1,110 1,110 20
System 2
Supply Runouts
Zone 1
7-Hall Built-In 450 750 0.01 0.1 628.2 38 86 1-5
8-Bath 2 Built-In 450 750 0.01 0.1 359.3 20_ 31 1-4
9-Bedroom 2 Built-In 450 750 0.01 0.1 506.1 55_ 199 2-6
10-Br2 WIC Built-In 450 750 0.01 0.1 58.1 2_ 5 1--4
11-Bath 3 Built-In 450 750 0.01 0.1 319.1 14_ 28 1-4
12-Bedroom 3 Built-In 450 750 0.01 0.1 518.6 54_ 141 2-5
13-Laundry Built-In 450 750 0.01 0.1 528.5 16_ 72 15
14-Master Closet Built-In 450 750 0.01 0.1 455.9 22_ 62 1-5
15-Master Bath Built-In 450 750 0.01 0.1 453.2 36_ 89 1--6
16-Master Toilet Built-In 450 750 0.01 0.1 345.4 10M 30 1-4
17-Master Bedroom Built-In 450 750 0.01 0.1 500.2 97 295 3-5
Other Ducts in System 2
Supply Main Trunk Built-In 550 600 0.01 0.1 587.4 364 1,038 18
Summary
System 1
Heating Flow: 526
Cooling Flow: 1110
System 2
Heating Flow: 364
Cooling Flow: 1038
C:\ ...\Bimini 2 396 11 th St.rh9 Thursday, December 11, 2014, 5:25 PM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Home Energy Services Bimini 2 396 11th St
Jacksonville FL 32218
Page 6
Total Building Summary Loads
Description
omponent Area Sen Lat Sen Total
Quan Loss Gain _ Gain Gain
10D-f: Glazing-French door, double pane low-e glass(e= 224 2,979 0 3,193 3,193
0.10), insulated fiberglass frame, u-value 0.35,
SHGC 0.35
4A-6-o: Glazing-Double pane low-e(e = 0.20 or less), 390.8 5,200 0 12,228 12,228
high performance, operable window, a=0.05 on
surface 2, any frame, u-value 0.35, SHGC 0.35
11J: Door-Metal- Fiberglass Core 20.1 458 0 229 229
12E-Osw: Wall-Frame, R-19 insulation in 2 x 6 stud 2565.2 6,629 0 3,909 3,909
cavity, no board insulation, siding finish, wood studs
12B-Osw: Part-Frame, R-11 insulation in 2 x 4 stud cavity, 324.9 1,198 0 599 599
no board insulation, siding finish, wood studs
16B-30: Roof/Ceiling-Under Attic with Insulation on Attic 1585.8 1,928 0 2,791 2,791
Floor(also use for Knee Walls and Partition
Ceilings), Vented Attic, No Radiant Barrier, Dark
Asphalt Shingles or Dark Metal, Tar and Gravel or
Membrane, R-30 insulation
22A-ph: Floor-Slab on grade, No edge insulation, no 183 9,444 0 0 0
insulation below floor, any floor cover, passive, heavy
moist soil
20P-19: Floor-Over open crawl space or garage, Passive, 84 160 0 63 63
R-19 blanket insulation,any cover
Subtotals for structure: 27,996 0 23,012 23,012
People: 4 800 920 1,720
Equipment: 0 7,600 7,600
Lighting: 0 0 0
Ductwork: 10,942 1,943 11,155 13,098
Infiltration: Winter CFM: 121, Summer CFM: 121 5,069 3,828 2,668 6,496
Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0
AED Excursion: 0_ 0 1,854 1,854
Total Building Load Totals: 44,007 6,571 47,209 53,781
Check Figures
Total Building Supply CFM: 2,148 CFM Per Square ft.. 0.704
Square ft. of Room Area: 3,052 Square ft. Per Ton: 681
Volume(ft')of Cond. Space: 29,132
Building Loads
Total Heating Required Including Ventilation Air: 44,007 Btuh 44.007 MBH
Total Sensible Gain: 47,209 Btuh 88 %
Total Latent Gain: 6,571 Btuh 12 %
Total Cooling Required Including Ventilation Air: 53,781 Btuh 4.48 Tons(Based On Sensible + Latent)
Notes -- -
Rhvac is an ACCA approved Manual J and Manual D computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
your design conditions.
C:\ ...\Bimini 2 396 11th St.rh9 Thursday, December 11,2014, 5:26 PM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Home Energy Services Bimini 2 396 11th St'
Jacksonville,FL 32218
Building Pie Chart
Infiltration 12%
Floor 22%
Building Roof 4% Ductwork 25%
Loss
44,007
Btuh
Wall 18% Door 1%
Glass 19%
Floor 0%
Roof 5% ED Excursion 3%
Wall 8% Infiltration 12%
Building
Gain
GainDuctwork 24%
53,781
Btuh Glass 29%
Door 0°/
People % Equipment 14%
C:\ ...\Bimini 2 396 11th St.rh9 Thursday, December 11,2014, 5:26 PM
Rhvac-Residential 8�Light Commercial HVAC Loads Elite Software Development,Inc.
Bimini 2 396 11th St
Home Energy Services Pa e 8
Jacksonvi
L 32218
SystellmF1 Room Load Summary
Htg Min Run Run Cig Clg Min Act
Room Area Sens Htg Duct Duct Sens Lat Cig Sys
No Name _ SF Btuh CFM Size Vel Btuh Btuh _ CFM CFM
---Zone 1---
1 Great Room 440 8,734 177 5-6 458 9,884 1,237 450 450
2 Dining 260 3,620 73 2-5 462 2,768 276 126 126
3 Kitchen 420 5,040 102 3-5 608 5,468 577 249 249
4 Garage Entry 76 2,715 55 1-4 481 922 191 42 42
5 Bedroom 4 210 3,771 76 2-6 511 4,410 281 201 201
6 Pool Bath 60 2,120 43 1-4 491 942 165 43 43
Duct Latent 841
System 1 total 1,466 26,001 526 24,393 3,568 1,110 1,110
System 1 Main Trunk Size: 20 in.
Velocity: 509 ft./min
Loss per 100 ft.: 0.033 in.wg
Cooling System Summary
Cooling Sensible/Latent Sensible Latent Total
tuh
F�_Tons _ Split Btuh Bt68 961
—.
Net Required: 2.33 87% / 13% 24,393 3,568 27,961
Actual:
2.38 75% /25% 21,450 7,150 28,600
Equipment Data Coolina Svstem
Heating Svstem
Type: Air Source Heat Pump Air Source Heat Pump
****
Model: CH13NA030 A CH 13NA030****A
Indoor Model: FB4CNP030
Brand: CARRIER AIR CONDITIONING CARRIER AIR CONDITIONING
Description: Air Source Heat Pump Air Source Heat Pump
Efficiency: 7.7 HSPF 13 SEER
Sound: 0 0
Capacity: 29,600 Btuh 28,600 Btuh
Sensible Capacity: n/a 21,450 Btuh
Latent Capacity: n/a 7,150 Btuh
AHRI Reference No.: n/a 7425707
C:\ \Bimini 2 396 11th St.rh9 Thursday, December 11, 2014, 5:26 PM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Home Energy Services Bimini 2 396 11th St
Jacksonville,FL 32218 Page 9
System 2 Room Load Summary
Htg Min Run Run Clg Clg Min Act
Room Area Sens Htg Duct Duct Sens Lat Clg Sys
No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM
---Zone 1---
7 Hall 200 1,885 38 1-5 628 1,883 210 86 86
8 Bath 2 43 1,009 20 1-4 359 689 135 31 31
9 Bedroom 2 240 2,710 55 2-6 506 4,368 290 199 199
10 Br 2 WIC 48 86 2 1-4 58 112 0 5 5
11 Bath 3 54 706 14 1-4 319 612 60 28 28
12 Bedroom 3 225 2,655 54 2-5 519 3,108 285 141 141
13 Laundry 80 813 16 1-5 529 1,584 80 72 72
14 Master Closet 110 1,083 22 1-5 456 1,366 120 62 62
15 Master Bath 280 1,765 36 1-6 453 1,956 190 89 89
16 Master Toilet 19 474 10 1-4 345 663 55 30 30
17 Master Bedroom 287 4,821 97 3-6 500 6,475 476 295 295
Duct Latent 1,102
System 2 total 1,586 18,006 364 22,816 3,003 1,038 1,038
System 2 Main Trunk Size: 18 in.
Velocity: 587 ft./min
Loss per 100 ft.: 0.050 in.wg
Cooling System Summa
Cooling Sensible/Latent Sensible Latent Total
Tons Split Btuh Btuh Btuh
Net Required: 2.15 88% / 12% 22,816 3,003 25,819
Actual: 2.38 75% /25% 21,450 7,150 28,600
Equipment Data
Heating System Cooling System
Type: Air Source Heat Pump Air Source Heat Pump
Model: CH13NA030****A CH13NA030****A
Indoor Model: FB4CNP030
Brand: CARRIER AIR CONDITIONING CARRIER AIR CONDITIONING
Description: Air Source Heat Pump Air Source Heat Pump
Efficiency: 7.7 HSPF 13 SEER
Sound: 0 0
Capacity: 29,600 Btuh 28,600 Btuh
Sensible Capacity: n/a 21,450 Btuh
Latent Capacity: n/a 7,150 Btuh
AHRI Reference No.: n/a 7425707
C:\ ...\Bimini 2 396 11th St.rh9 Thursday, December 11, 2014, 5:26 PM
FORM 405-10
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name. Bimini 2 396 11th St Builder Name Bosco Custom Homes
Street: 396 11th Street Permit Office Duval
City,State,Zip Atlantic Beach ,FL 32233 Permit Number.
Owner: Jurisdiction: 261 100
Design Location: FL,Jacksonville
1. New construction or existing New(From Plans) 9 Wall Types(3525.0 sgft) Insulation Area
2. Single family or multiple family Single-family a Frame-Wood,Exterior R=19.0 3180.00 R'
b Frame Wood,Adjacent R-11 0 345 00 R'
3. Number of units,if multiple family 1 c N/A R- R'
4. Number of Bedrooms 4 d. NIA R- R'
5. Is this a worst case? No 10.Ceiling Types (1586.0 sgft) Insulation Area
a. Under Attic(Vented) R=30.0 1586 00 R'
6 Conditioned floor area above grade(ft) 3,052 b N/A R= R'
Conditioned floor area below grade(R') 0 c.WA R= R'
11 Ducts R ft'
7 Wndows(614.8 sgft.) Description Area a. Sup:Attic,Ret: 1st Floor,AH: 1st Floor 6 152
a U-Factor: Dbl,U=0-35 614.80 R' b. Sup: Attic, Ret 2nd Floor,AH:2nd Floor 6 152
SHGC: SHGC-0.35
b U-Factor: WA tY 12.Cooling systems kBtu/hr Efficiency
SHGC: a.Central Unit 28.6 SEERA3.00
b. Central Unit 28.6 SEER:13.00
c. U-Factor N/A It,
SHGC: 13.Heating systems kBtu/hr Efficiency
d. U-Factor: N/A fill a.Electric Heat Pump 28.6 HSPF:7.70
SHGC: b Electric Heat Pump 28.6 HSPF:7.70
Area Weighted Average Overhang Depth: 3.934 R.
Area Weighted Average SHGC: 0 350 14. Hot water systems
a Natural Gas Tankless Cap: 1 gallons
8 Floor Types (3052.0 sgft.) Insulation Area EF:0.590
a.Slab-On-Grade Edge Insulation R=0.0 1466.00 R' b Conservation features
b Floor Over Other Space R=0.0 1466.00 ft' None
c.other(see details) R= 120.00 IF 15.Credits Pstat
Glass/Floor Area 0 201 Total Proposed Modified Loads 44.02 PASS
Total Standard Reference Loads: 64.03
1 hereby certify that the plans and specifications covered by Review of the plans and O�JHE Srj�,
this calculation are in compliance with the Florida Energy specifications covered by this O�
Code Home Ener y 9/1111/,136 calculation indicates compliance h ''� ► :'; ;�` �O
e ue ®/i with the Florida Energy Code „ �t1
PREPARED BY Before construction is completedce
- - -
DATE _ _____ _ _____-_-_____ _ this building will be inspected for 0 i
compliance with Section 553.908 •
I hereby certify that this building,as dZz
ed is in compliance Florida Statutes
with the Florida Energy Code On Wf,
OWNER/AGE - BUILDING OFFICIAL .
DATE. - 3 IDATE.
Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist
L
FILE COPY ,
12/11/2014 2 59 PM EnergyGauge®USA FlaRes2010 Section 405 4 1 Compliant Software Page 1 of 6
•
PROJECT
Title: Bimini 2 396 11th St Bedrooms: 4 Address Type: Street Address
Building Type: User Conditioned Area: 3052 Lot#
Owner: Total Stories: 2 Block/SubDivisiom
#of Units: 1 Worst Case: No PlatBook:
Builder Name: Bosco Custom Homes Rotate Angle: 0 Street: 396 11th Street
Permit Office: Duval Cross Ventilation: County: Duval
Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach,
Family Type: Single-family FL, 32233-
New/Existing: New(From Plans)
Comment:
CLIMATE
IECC Design Temp Int Design Temp Heating Design Daily Temp
Design Location TMY Site Zone 975% 25% Winter Summer Degree Days Moisture Range
FL,Jacksonville FL—JACKSONVILLE—INT 2 32 93 70 75 1281 49 Medium
BLOCKS
Number Name Area Volume
1 Blockl 1466 14660
2 Block2 1586 14274
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 1st Floor 1466 14660 Yes 4 1 1 Yes Yes Yes
2 2nd Floor 1586 14274 No 0 3 1 Yes Yes Yes
FLOORS
# Floor Type _Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
Edge a
1 Slab-On-Grade Ede Insulatio 1st Floor 183 ft 0 1466 ft'
____ 03 0 0.7
2 Raised Floor 2nd Floor ____ -__- 120 ft' 19 0 0 1
3 Floor Over Other Space 2nd Floor __-_ __-_ 1466 ft' 0 0 0 1
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
# Type Materials Area Area Color Absor. Tested Tested Insul (deg)
1 Hip Metal 1774 ft` 0 ft' Light 0.96 No 0.9 No 0 266
ATTIC
V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC
1 Full attic Vented 300 1586 ft' N N
12/11/2014 2:59 PM EnergyGaugeO USA-FlaRes2010 Section 405 4 1 Compliant Software Page 2 of 6
CEILING
# Ceiling Type Space R-Value Area Framing Frac Truss Type
1 Under Attic(Vented) 2nd Floor 30 1586 ft' 0.11 Wood
WALLS
/ Adjacent Cavity Width Height Sheathing Framing Solar Below
D
Y mi _Sa-- . Wall Type_ - --Space Value R 1n fit- an Area - A-Atalue.Fraction--Absor- Grade%
_ 1 N Exterior Frame-Wood 1st Floor 19 20 0 10 0 200.0 ft' 0 0.23 0.8 0
2 E Exterior Frame-Wood 1st Floor 19 12 0 10 0 120.0 ft' 0 0.23 0.8 0
_ 3 E Garage Frame-Wood 1st Floor 11 8 0 10 0 80.0 ft' 0 0.23 0.8 0
_ 4 W Exterior Frame-Wood 1st Floor 19 20 0 10 0 200.0 ft' 0 0.23 0.8 0
5 E Garage Frame-Wood 1st Floor 11 13 0 10 0 130.0 ft' 0 0.23 0.8 0
_ 6 W Exterior Frame-Wood 1st Floor 19 13 0 10 0 130.0 ft' 0 0.23 0.8 0
_ 7 W Exterior Frame-Wood 1st Floor 19 21 0 10 0 210.0 ft' 0 0.23 0.8 0
_ 8 S Exterior Frame-Wood 1st Floor 19 14.5 0 10 0 145.0 ft' 0 0.23 0.8 0
_ 9 N Garage Frame-Wood 1st Floor 11 13.5 0 10 0 135.0 ft' 0 0.23 0.8 0
_10 E Exterior Frame-Wood 1st Floor 19 4.5 0 10 0 45.0 ft' 0 0.23 0.8 0
_11 W Exterior Frame-Wood 1st Floor 19 15 0 10 0 150.0 ft' 0 0.23 0.8 0
_12 S Exterior Frame-Wood 1st Floor 19 11.5 0 10 0 115.0 ft' 0 0.23 0.8 0
_13 S Exterior Frame-Wood 1st Floor 19 8 0 10 0 80.0 ft' 0 0.23 0.8 0
_14 W Exterior Frame-Wood 1 st Floor 19 7.5 0 10 0 75.0 ft' 0 0.23 0.8 0
_15 E Exterior Frame-Wood 2nd Floor 19 15.5 0 9 0 139.5 ft' 0 0.23 0.8 0
_16 N -Exterior Frame-Wood 2nd Floor 19 5.5 0 9 0 49.5 ft' 0 0.23 0.8 0
_17 N Exterior Frame-Wood 2nd Floor 19 8.5 0 9 0 76.5 ft' 0 0.23 0.8 0
_18 E Exterior Frame-Wood 2nd Floor 19 5 0 9 0 45.0 ft' 0 0.23 0.8 0
_19 E Exterior Frame-Wood 2nd Floor 19 15 0 9 0 135.0 W 0 0.23 0.8 0
20 S Exterior Frame-Wood 2nd Floor 19 14 0 9 0 126.0 ft' 0 0.23 0.8 0
_21 S Exterior Frame-Wood 2nd Floor 19 6 0 9 0 54.0 ft' 0 0.23 0.8 0
22 S Exterior Frame-Wood 2nd Floor 19 14 0 9 0 126.0 ft' 0 0.23 0.8 0
23 W Exterior Frame-Wood 2nd Floor 19 14.5 0 9 0 130.5 ft' 0 0.23 0.8 0
24 W Exterior Frame-Wood 2nd Floor 19 8 0 9 0 72.0 ft' 0 0.23 0.8 0
_25 S Exterior Frame-Wood 2nd Floor 19 1 0 9 0 9.0 ft' 0 0.23 0.8 0
26 W Exterior Frame-Wood 2nd Floor 19 10 0 9 0 90.0 ft' 0 0.23 0.8 0
27 N Exterior Frame-Wood 2nd Floor 19 1 0 9 0 9.0 ft' 0 0.23 0.8 0
28 W Exterior Frame-Wood 2nd Floor 19 8 0 9 0 72.0 ft' 0 0.23 0.8 0
_29 E Exterior Frame-Wood 2nd Floor 19 11 0 9 0 99.0 ft' 0 0.23 0.8 0
_30 W Exterior Frame-Wood 2nd Floor 19 5.5 0 9 0 49.5 ft' 0 0.23 0.8 0
_31 W Exterior Frame-Wood 2nd Floor 19 13.5 0 9 0 121.5 ft' 0 0.23 0.8 0
_32 N Exterior Frame-Wood 2nd Floor 19 20.5 0 9 0 184.5 ft' 0 0.23 0.8 0
33 E Exterior Frame-Wood 2nd Floor 19 13.5 0 9 0 121.5 ft' 0 0.23 0.8 0
12/11/2014 2:59 PM EnergyGauge®USA-FlaRes2010 Section 405 4 1 Compliant Software Page 3 of 6
Y
1
DOORS
# Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 N Insulated 1 st Floor Metal 28 3 6.7 20.1 ft'
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall Overhang
V # Ornt ID Frame Panes NFRC U_-Factor SHGC Area Depth Separation Int Shade Screening
1 N 1 Vinyl Low-E Double Yes 0.35 0.35 80.0 ft' 8 ft 0 in 1 ft 0 in None None
2 E 2 Vinyl Low-E Double Yes 0.35 0.35 18.0 ft' 1 ft 0 in 10 ft 0 in None None
3 W 4 Vinyl Low-E Double Yes 0.35 0.35 36.0 ft' 2 ft 0 in 1 ft 0 in None None
4 W 6 Vinyl Low-E Double Yes 0.35 0.35 36.0 ft' 2 ft 0 in 1 ft 0 in None None
5 W 7 Vinyl Low-E Double Yes 0.35 0.35 12.0 ft' 2 ft 0 in 1 ft 0 in None None
6 S 8 Vinyl Low-E Double Yes 0.35 0.35 20.0 ft' 10 ft 0 in 1 ft 0 in None None
7 S 8 Vinyl Low-E Double Yes 0.35 0.35 40.0 ft' 10 ft 0 in 1 ft 0 in None None
8 W 11 Vinyl Low-E Double Yes 0.35 0.35 36.0 ft' 2 ft 0 in 1 ft 0 in None None
9 S 12 Vinyl Low-E Double Yes 0.35 0.35 18.0 ft' 1 ft 0 in 10 ft 0 in None None
10 S 13 Vinyl Low-E Double Yes 0.35 0.35 24.0 ft' 2 ft 0 in 1 ft 0 in None None
11 E 15 Vinyl Low-E Double Yes 0.35 0.35 12.0 ft' 1 ft 0 in 1 ft 0 in None None
12 N 16 Vinyl Low-E Double Yes 0.35 0.35 12.9 ft' 1 ft 0 in 1 ft 0 in None None
13 N 17 Vinyl Low-E Double Yes 0.35 0.35 12.9 ft' 1 ft 0 in 1 ft 0 in None None
14 E 19 Vinyl Low-E Double Yes 0.35 0.35 30.0 ft' 1 ft 0 in 1 ft 0 in None None
15 S 20 Vinyl Low-E Double Yes 0.35 0.35 15.0 ft' 1 ft 0 in 1 ft 0 in None None
16 S 21 Vinyl Low-E Double Yes 0.35 0.35 18.0 ft' 1 ft 0 in 1 ft 0 in None None
17 S 22 Vinyl Low-E Double Yes 0.35 0.35 30.0 ft' 1 ft 0 in 1 ft 0 in None None
18 W 24 Vinyl Low-E Double Yes 0.35 0.35 15.0 ft' 1 ft 0 in 1 ft 0 in None None
19 W 26 Vinyl Low-E Double Yes 0.35 0.35 15.0 ft' 1 ft 0 in 1 ft 0 in None None
20 W 28 Vinyl Low-E Double Yes 0.35 0.35 15.0 ft' 1 ft 0 in 1 ft 0 in None None
21 W 30 Vinyl Low-E Double Yes 0.35 0.35 9.0 ft' 1 ft 0 in 1 ft 0 in None None
22 W 31 Vinyl Low-E Double Yes 0.35 0.35 15.0 ft' 1 ft 0 in 1 ft 0 in None None
23 N 32 Vinyl Low-E Double Yes 0.35 0.35 80.0 ft' 8 ft 0 in 1 ft 0 in None None
24 E 33 Vinyl Low-E Double Yes 0.35 0.35 15.0 ft' 1 ft 0 in 1 ft 0 in None None
GARAGE
# Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height, _ Exposed Wall Insulation
1 382.8 ft' 382.8 ft' 64 ft 8 ft 1
INFILTRATION
# Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Best Guess .0003 2401.6 131.85 247.96 2844 4.9802
12/11/2014 2:59 PM EnergyGauge®USA-FlaRes2010 Section 405 4.1 Compliant Software Page 4 of 6
HEATING SYSTEM
# System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump None HSPF:7.7 28.6 kBtu/hr 1 sys#1
2 Electric Heat Pump None HSPF:7.7 28.6 kBtu/hr 2 sys#2
COOLING SYSTEM
# System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit None SEER: 13 28.6 kBtu/hr 858 cfm 0.75 1 sys#1
2 Central Unit None SEER: 13 28.6 kBtu/hr 858 cfm 0.75 2 sys#2
HOT WATER SYSTEM
# System Type SubType Location EF Cap Use SetPnt Conservation
1 Natural Gas Tankless Exterior 0.59 1 gal 70 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert # Company Name System Model# Collector Model# Area Volume FEF
None None ftz
DUCTS
/ ---Supply-- ---Return Air CFM 25 CFM25 HVAC#
V/ # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool
1 Attic 6 152 ft' 1st Floor 38 ft' Default Leakage 1st Floor (Default) (Default) 1 1
2 Attic 6 152 ft' 2nd Floor 38 ft' Default Leakage 2nd Floor (Default) (Default) 2 2
TEMPERATURES
Programable Thermostat:Y Ceiling Fans:
Conlin Jan Feb Mar Apr Ma Jun Jul Au Se Oct Nov Dec
Heating Jan Feb Mar f pr E May 11 Jun f Jul il
Au11S
SeP Oct Nov Dec
Ventin Jan Feb Mar [X]A r [ Ma Jun [ Jul Aug e [X)Oct N Nov 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
12/11/2014 2 59 PM EnergyGauge®USA-FlaRes2010 Section 405.4 1 Compliant Software Page 5 of 6
FORM 405-10
Florida Code Compliance Checklist
Florida Department of Business and Professional Regulations
Residential Whole Building Performance Method
ADDRESS: 396 11th Street PERMIT#
Atlantic Beach, FL, 32233-
MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details.
COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK
Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed.
Recessed lighting IC-rated as meeting ASTM E 283. Windows and
doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces:
gasketed doors & outdoor combustion air. Must complete envelope
leakage report or visually verify Table 402.4.2.
Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and
controls cooling system. Where forced-air furnace is primary system,
programmable thermostat is required. Heat pumps with supplemental
electric heat must prevent supplemental heat when compressor can
meet the load.
Ducts 403.2.2 All ducts, air handlers,filter boxes and building cavities which form the
primary air containment passageways for air distribution systems shall
be considered ducts or plenum chambers, shall be constructed and
sealed in accordance with Section 503.2.7.2 of this code.
403.3.3 Building framing cavities shall not be used as supply ducts.
Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in
Table 403.4.3.2. Provide switch or clearly marked circuit breaker
(electric)or shutoff(gas). Circulating system pipes insulated to = R-2
+accessible manual OFF switch.
Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical
ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level.
No make-up air from attics, crawlspaces, garages or outdoors adjacent
to pools or spas.
Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1
&Spas HP shall have the capability of operating at two or more speeds. Spas
and heated pools must have vapor-retardant covers or a liquid cover or
other means proven to reduce heat loss except if 70% of heat from
site-recovered energy. Off/timer switch required. Gas heaters minimum
thermal efficiency=78%(82% after 4/16/13). Heat pump pool heaters
minimum COP= 4.0.
Cooling/heating 403.6 Sizing calculation performed&attached. Minimum efficiencies per
Tables 503.2.3 Equipment efficiency verification required. Special
equipment occasion cooling or heating capacity requires separate system or
variable capacity system. Electric heat >10kW must be divided into two
or more stages.
Ceilings/knee walls 405.2.1 R-19 space permitting.
1211 112014 2 59 PM EnergyGauge®USA-FlaRes2010 Section 405 4 1 Compliant Software Page 6 of 6
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 69
The lower the EnergyPerformance Index, the more efficient the home.
396 11th Street, Atlantic Beach, FL, 32233-
1 New construction or existing New(From Plans) 9 Wall Types Insulation Area
2. Single family or multiple family Single-family a Frame-Wood, Exterior R=19 0 3180 00 ft'
b Frame-Wood,Adjacent R=11 0 345 00 ft'
3 Number of units, if multiple family 1 c N/A R= ft'
4. Number of Bedrooms 4 d. N/A R= ft'
5 Is this a worst case? No 10 Ceiling Types Insulation Area
a Under Attic(Vented) R=30.0 1586.00 ft'
6. Conditioned floor area(ft') 3052 b N/A R= ft'
7. Windows" Description Area c N/A R= ft'
a U-Factor Dbl,U=0.35 614.80 ft' 11 Ducts R ft'
a. Sup:Attic,Ret: 1st Floor,AH: 1st Floor 6 152
SHGC: SHGC=0.35 b Sup: Attic, Ret:2nd Floor,AH:2nd Floor 6 152
b U-Factor: N/A ft'
SHGC: 12. Cooling systems kBtu/hr Efficiency
c U-Factor: N/A ft' a. Central Unit 28.6 SEER:13.00
SHGC: b.Central Unit 28.6 SEER:13.00
d U-Factor: N/A ft' 13. Heating systems kBtu/hr Efficiency
SHGC: a Electric Heat Pump 28.6 HSPF:7.70
Area Weighted Average Overhang Depth 3.934 ft b Electric Heat Pump 28.6 HSPF:7.70
Area Weighted Average SHGC: 0 350
8 Floor Types Insulation Area 14 Hot water systems
a Natural Gas Cap: 1 gallons
a Slab-On-Grade Edge Insulation R=0.0 1466.00 ft EF:0.59
b Floor Over Other Space R=0.0 1466.00 ft'
c other(see details) R= 120.00 ft' b Conservation features
None
15.Credits Pstat
I certify that this home has complied with the Florida Energy Efficiency Code for Building 114E s7
Construction through the above energy saving features which will be installed(or exceeded) SOF _ Argo
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code comp' ur
Builder Signature: Date: / Z /1 I
Address of New Home: 3/ (! City/FL Zip: �� 3Z 233 �Gf - 5�c
COD WE.�v
'Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321)
638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For
information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support
staff.
"'Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
EnergyGauge®USA-FlaRes2010 Section 405 4 1 Compliant Software
TABLE 402.4.2
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name Bimini 2 396 11th St Builder Name: Bosco Custom Homes
Street: 396 11th Street Permit Office: Duval
City, State,Zip Atlantic Beach,FL ,32233- Permit Number:
Owner Jurisdiction: 261100
Design Location: FL,Jacksonville
COMPONENT CRITERIA CHECK
Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in
substantial contact and continuous alignment with building envelope
air barrier.
Breaks or joints in the air barrier are filled or repaired.
Air-permeable insulation is not used as a sealing material.
Air-permeable insulation is inside of an air barrier.
Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with
insulation and any gaps are sealed.
Attic access(except unvented attic), knee wall door, or drop down
stair is sealed.
Walls Corners and headers are insulated.
Junction of foundation and sill plate is sealed.
Windows and doors Space between window/door jambs and framing is sealed.
Rim joists Rim joists are insulated and include an air barrier.
Floors (including Insulation is installed to maintain permanent contact with underside
above-garage and cantilevered of subfloor decking.
floors) Air barrier is installed at any exposed edge of insulation.
Crawl space walls Insulation is permanently attached to walls.
Exposed earth in unvented crawl spaces is covered with Class I
vapor retarder with overlapping joints taped.
Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening
to exterior or unconditioned space are sealed.
Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by
sprayed/blown insulation.
Garage separation Air sealing is provided between the garage and conditioned spaces.
Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall.
Exception—fixtures in conditioned space.
Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut
to fit around wiring and plumbing, or sprayed/blown insulation
extends behind pipinq and wiring.
Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier
sei)aratinq them from the exterior wall.
Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are
installed.
Common wall Air barrier is installed in common wall between dwelling units.
HVAC register boots HVAC register boots that penetrate building envelope are sealed to
subfloor or drywall.
Fireplace Fireplace walls include an air barrier.
EnergyGauge(�)USA- FlaRes2010 Section 405 4 1 Compliant Software
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
-.' ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
PLUMBING PERMIT
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
JOB INFORMATION:
Job ID: 15-PLBG-298
Job Type: PLUMBING ONLY
Description: new service 29 fixtures
Estimated Value:
Issue Date: 2/9/2015
Expiration Date: 8/8/2015
PROPERTY ADDRESS:
Address: 396 11TH ST
RE Number: None
GENERAL CONTRACTOR INFORMATION:
Name: COGBURN AND WAKEFIELD PLBG
Address: 5900 TOWNSEND BLVD APT 522 QA JOHN COGBURN
Phone: - -
FEES:
State PLMG DBPR Surcharge $2.00
State PLMG DCA Surcharge $2.00
Plumbing Fixtures $203.00
Trade Permit Base Fee $55.00
Total Payments: $262.00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
PLUMBING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Rd Atlantic Beach, FL 32233
Ph(904) 247-5826 Fax (904) 247-5845
JOB ADDRESS: �� � �`�-
'I PERMIT#
NEW OR REPLACEMENT INSTALLATION: Project Value$
TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY
Bathtub o2 Septic Tank&Pit
Clothes Washer Shower
Dishwasher Shower Pan
—
Drinking Fountain Slop Sink
Floor Drain Three Compartment Sink
Floor Sink Toilet
Hose Bibs Urinal
Kitchen Sink Vacuum Breakers
Laundry Tray _ �__ Water Connected Appliances _
Lavatory a' Water Heater —
Other Fixtures 1/` Water Treating System
RE-PIPE:
TYPE OF FIXTURE QTY 1 TYPE OF FIXTURE QTY
Bathtub Septic Tank&Pit
Clothes Washer Shower
Dishwasher Shower Pan
Drinking Fountain Slop Sink
Floor Drain Three Compartment Sink
Floor Sink Toilet
Hose Bibs Urinal
Kitchen Sink Vacuum Breakers
Laundry Tray Water Connected Appliances
Lavatory Water Heater
Other Fixtures Water Treating System
MISCELLANEOUS:
❑ Sewer Replacement ❑ Back Flow Preventer ❑ Grease Interceptor(Trap) gallons(Requires 3 sets of plans)
❑ Lawn Sprinkler System-Number of Heads ❑ Well **
** SJRWD Well Completion Form. Completed form to be submitted to the Building Department for final inspection.**
❑ Other
Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read
this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified
or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction.
Property Owners Name o Slit d SG w,lel S Phone Number 2-q(- 03 zo
Plumbing Company Uc•i g W a�* C d P �► Office Phone S-2-7-t2_9v Fax 6377-(,031
6 :
Co. Address:
o4 _ L� S City State� Zip 32,21-D
License Holder(Print): �^ b ie` St Certification/Registration#
Notarized Signature of License Holder
Before me th/otarvy
da o 20
Signature ofPubli
S
J
sS� CITY OF ATLANTIC BEACH
� !
J s 800 SEMINOLE ROAD
J =" ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
MECHANICAL GAS PIPE PERMIT
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
JOB INFORMATION:
Job ID: 15-MCHG-592
Job Type: MECHANICAL GAS PIPING
Description: 3 OUTLETS, 1 WATER HEATER, 250 GAL TANKS
Estimated Value:
Issue Date: 3/16/2015
Expiration Date: 9/12/2015
PROPERTY ADDRESS:
Address: 396 11TH ST
RE Number: None
GENERAL CONTRACTOR INFORMATION:
Name: AEI INTERNATIONAL CORP.
Address: 7709 ALTON AVE QA LEWIS SPRADLIN
Phone: - -
FEES:
Gas Pipe Outlets $10.00
State Mech DBPR Surcharge $2.00
State Mech DCA Surcharge $2.00
Trade Permit Base Fee $55.00
Total Payments: $69.00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
MECHANICAL PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Rd Atlantic Beach, FL 32233
Ph(904) 247-.5826 Fax (904) 247-5845 "S
Q tan PERMIT#
I t j[t ADDRESS' 3 1�Q t 1 J�.
PROJECT VALUE $ ARI# REQUIRED
Air Handling Equipment Only Air Handling Unit & Condenser Condenser Only
','E W AIR CONDITIONING & HEATING SYSTEM INSTALLATION
Air Conditioning: Unit Quantity Tons Per Unit _
Heat: Unit Quantity_ BTU's Per Unit Seer Rating REQUIRED
.Duct Systems: Total CFM
IkEPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION
Air Conditioning: Unit Quantity Tons Per Unit
Heat: Unit Quantity _ BTU's Per Unit Seer Rating REQUIRED
Duct Systems: Total CFM _
EIRE PREVENTION Quantity (Requires 3 sets of plans)
Fire Sprinkler System uanti (Requires 3 sets of plans)
Fire Standpipe Q �'
Underground Fire Main Value (Requires 3 sets of plans)
Fire Hose Cabinets Quantity (Requires 3 sets of plans)
Commercial Hoods Quantity _ (Requires 3 sets of plans)
Fire Suppression Systems Quantity (Requires 3 sets of plans)
IRE PLACES MISCELLANEOUS:
Prefabricated Fireplace Qty Automobile Lifts
Gas Piping Outlets Boilers BTU's
Elevators/Escalators
-._i,L OTHER GAS PIPING Heat Exchanger
Quantity of Outlets :3 Pumps
#Vented Wall Furnaces — Refrigerator Condenser BTU's
# Water Heaters _�_ Solar Collection Systems
Tanks (gallons) r'
Wells
OTHER: heavcll Ca OQ p ex r
Permit becomes void if work does not commerce within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read
this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified
or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction.
�� v„ Phone Number 2-3 3 -c)9
Property Owners Name t.�S c c� COf n I C-}-
,\4echanical Company 19 r-I )nfi/ Core Office Phone`:a2-t-977-/Fax
Cho. Address: � �-��' � i�� Avt _ City �lilC�,,�(�l1� i I—I, State t� Zip 3�Q-1-1 I
9 g1
license Holder(Print): ��' �� State Certification/Registration#
Notarized Signature of License Holder z -
°Wy_= Before me this 7 day of /n��` 20 1s
Statete of Florida S
ee McGuireFF 033716 Signature of Notary Public17
Ile
-1 , CITY OF ATLANTIC BEACH
f 800 SEMINOLE ROAD
U y r ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
' rj�l>f
MECHANICAL HVAC PERMIT
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
]OB INFORMATION:
Job ID: 15-MECH-722
Job Type: MECHANICAL HVAC ONLY
Description: 2 cu 2 ahu 4.5 tons
Estimated Value:
Issue Date: 3/27/2015
Expiration Date: 9/23/2015
PROPERTY ADDRESS:
Address: 396 11TH ST
RE Number: None
GENERAL CONTRACTOR INFORMATION:
Name: HAMMOND AIR CONDITIONING INC
Address: 3412 GALILEE RD QA DONALD E HAMMOND
Phone: - -
PERMIT INFORMATION: Sticker for overcurrent protection must be on A/C equipment prior to
inspection. Failure to comply will result in a failed inspection and reinspect fees. No
exceptions.
FEES:
Furnaces and Heating $28.00
AC and Refrigeration $36.00
State Mech DBPR Surcharge $2.00
State Mech DCA Surcharge $2.00
Trade Permit Base Fee $55.00
Total Payments: $123.00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
MECHANICAL PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Rd Atlantic Beach, FL 32233
Ph(904) 247-5826 Fax (904)247-5845
�
JOB ADDRESS: PERMIT#
PROJECT VALUE $ 000 ARI# 5 Ito?,teio"J& -i ta REQUIRED
Air Handling Equipment Only _ZAir Handling Unit & Condenser Condenser Only
NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION
Air Conditioning: Unit Quantity 2 Tons Per Unitdr 2.5
Heat: Unit Quantity 2 BTU's Per Unit-Z& ago Seer Rating 1
Duct Systems: Total CFM REQUIRED
REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION
Air Conditioning: Unit Quantity Tons Per Unit
Heat: Unit Quantity BTU's Per Unit Seer Rating
REQUIRED
Duct Systems: Total CFM
FIRE PREVENTION Re uires 3 sets of plans)
Fire Sprinkler System Quantity (Requires
3 sets of plans)
Fire Standpipe Quantity ( quires 3 sets of plans)
Underground Fire Main Value (Requires
Re uires 3 sets of plans)
Fire Hose Cabinets Quantity ( q
(Requires 3 sets of plans)
Commercial Hoods QuantityReuires 3 sets of plans)
Fire Suppression Systems Quantity (Requires
FIRE PLACES MISCELLANEOUS:
Prefabricated Fireplace Qty Automobile Lifts
Boilers BTU's
Gas Piping Outlets Elevators/Escalators
ALL OTHER GAS PIPING Heat Exchanger
Quantity of Outlets Pumps
#Vented Wall Furnaces Refrigerator Condenser BTU's
# Water Heaters Solar Collection Systems
Tanks(gallons)
Wells
OTHER:
read
Permit becomes void if work does to be true and withincorreca All provisions six h period or of lawoand ordinances rk is dgo goor verning this work wr six ill be complied with whs.I hereby certify ether spet I cified or
this application and know the same
not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction.
Property Owners Name 0 Phone Number `111-03-Lo
Fax rMk (Da�J
Mechanical Company h+ a 14, Office Phone s -
1 C7R� �e� City,TP��A),e., StateFt. Zip�1
Co. Address: 3`t 1 ,
�1* ILw � S e Certification/Registration# C}aUL�'1�D
License Holder(Print):
Notarized Signature of License Holder
Before me this day of 20
Signature of Notary Public
* BUG
OUT
5951 Arlington Expressway
Jacksonville, Florida 32211
SER VICE Phone 904-743-8272
bugoutservice.com Toll Free 1-877-BUG-U-OUT
TERMITE TREATMENT RECORD
Bug Out Service,Inc.verifies to the Builder,Building Inspector,Homeowner,and Lending Institution,in compliance
with Florida State Law(Chapter 482-226),this building has received a complete treatment for the prevention of
subterranean termites.Treatment is in accordance with the rules and laws established by the Florida Department of
Agriculture and Consumer Services.An annual inspection and renewal of the annual termite protection contract is
necessary for continued protection.
Location of Prop rty(Street Address,City and State Lot Block
, L 77Z-Z3
If termite infestation should occur within one year from the date of treatment in this building,Bug Out will retreat the
structure using the standards in effect at the time of retreatment.The property owner shall have the option of extending
the limited warranty beyond the first year for no less than four additional years.If during the term of this guarantee,
additions or alterations are made which affect the structure and create new termite hazards,or interfere with the
treatment method used,this guarantee will become null and void.
Technician Treatment Treatment
Soil Treatment: Record Date Record Time
Chemical Used:_Premise Pre Other Concentration:0.5%
Gallons applied: Method of application:_Pressure sprayed _Soil rodded
Square footage of soil area treated: Linear ft.of Masonry Voids treated:
Tubs and Traps
Final Soil Treatment:
Wood Treatment:
Chemical Used: Bora-Care Concentration 1:1 Solution
Framing area treat y 4 inch barrier treatment
Method of Application. ssure sprayed Gallons Applied_
Baiting System: O SenWcon'
Product Used:_Sentricon Colony Elimination System_Linear Feet: _ colony E'"°'"'"°"$V512°
Monitoring System:
Product Used: Linear Feet:
Builder:
By(Signature): Date: Title:
White-Job Site Canary-Job Site Pink-Bug Out
Reorder from Rush to Excellence
904-367-0100 Form#4045 Rev 02/17/12
INTENT FOR �F
PREVENTION
4F SU6TERRANEAN T
_ MITE TREATMENT
c
5951 Arlington Expressway
AUG 1 Jacksonville,FL 32211
904-743-8272
ADDRESS
ADDRESS
SSS Toll Free 1-877-BUG U OUT
5,( �
DATE 01
� � _ _
Onemlcal= BoraCare
Active Ingredient= Disodium Octaborate Tetrahyduate
(Na2 138 013 4H2O...40%
Other Ingredients...60%)
EPA No.64405-1 EPA Est
. 64405-TNI
APPLIED AT DRIED IN STAGE OF CONSTRUCTION
FBC 104 Section 1816.1.8