398 11th Street New Home 2015 `S, CITY OF ATLANTIC BEACH
f 800 SEMINOLE ROAD
j ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
t,
SINGLE FAMILY DWELLING NEW
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
JOB INFORMATION:
Job ID: 15-SFR-466
Job Type: SINGLE FAMILY RESIDENCE
Description: new home
Estimated Value: $300,000.00
Issue Date: 3/30/2015
Expiration Date: 9/26/2015
PROPERTY ADDRESS:
Address: 398 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
STATE DCA SURCHARGE $16.20
STATE DBPR SURCHARGE $16.20
SEWER TAP FEES $4,674.38
Total Payments: $6,376.78
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
BUILDING PERMIT APPLICATION rMAR
n�CITY OF ATLANTIC BEACHL'1FILE COP 800 Seminole Road, Atlantic Beach, FL 32233 -Office (904) 247-5826 Fax (904) 247-58454
10%4ftw 13Y
J b Address: 398 11`h Street- Atlantic Beach FL 32233 Permit Number: G6
Legal Description L4 117 1�I oL, k 1 L k— -,3x� Parcel #
oorreams q. t. r� L Sq.Ft
Valuation of Work $—)00.ow Proposed Work heated/cooled d �y non-heated/cooled
Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door
Use of existing/proposed structure(s)(circle one): Commercial
1�an existing structure,is a fire sprinkler system installed? (Circle one): Yes No N/
Ft,)rida 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 - -8787 t07D i
E-Mail or Fax#(Optional)
Contractor Information:
Company Name: Bosco Building Contractors, Inc Qualifying Agent: Todd Bosco
'dress: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 installati?ns as indicated. 1 certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet the standarof all laws regulating construction in this jurisdiction. This permit becomes null
and void if work is not commenced within six(6)months, or if construction work is suspended or abandoned for a penod of six 6)months at any time after
work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing,Signs, Wells, Pools, �urnaces, Boilers, Heaters,
Tanks and Air Conditioners,etc.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
I hereby certify that I have read nd examined this lic ti n and know the same to be true and correct. All provisions of laws and ordina es governing this
type o work will be complied ith the s�� t re h r or not. The granting of a permit does not presume to the auth late or can
the
provisions of any other federal,
tate
o 10 l[a re 1 in construction or the performance of construction.
Signature of Owner Signature of Contr
Lm
,NameI.Ad. .. Print Name �10 /0 Q45V
. ................ . ... . . ... ... ...................................... ..................................... /............................................................
to and subscribe befo me Sworn to and subscribed before me
this;-f1Day of fn WILLI this Day of d^ , VVILLIAM L.POPE
20/5—
� - Notary Public,State of Florida �� Notary Public,State of Florida
Notary Public My ilus 21715 Notary Public omm,Expires Oct.19,2015
Commission No.EE 128745 Commission No f�EE 128745
Revised 01.26.1D-
DO NOT WRITE BELOW- OFFICE USE ONLY
App ica e odes: 2010 FL RIDA BUILDING ODE
Review Result (circle one):
(]Approved Disapproved Approved w/ Conditions
Review Initials/Date: FILE
COPY
Development Size
Habitable Space ,.2 t"V 5"&,P Non-Habitable /_ _5— 5 a ra 5 , a po rcAes-)
Impervious area
Miscellaneous Information
Occupancy Group - Ve s .
Type of Construction V-6
Number of Stories
Zoning District 2 S - I
Max. Occupancy Load
Fire Sprinklers Required
Flood Zone A11
Conditions/Comments:
NOTICE OF COMMENCEMENT FILE COPY
iPREPARE IN DUPLICATE.
Permit No. /s— s Ep /- �(� Tax Folio No
State of FLORIDA 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 47 Block 13 Atlantic Beach Subdivision"A"
Address of property being improved: 398 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 General
Fee Simple Titleholder(if other than owner)
Name
Address
Contractor Bosco Building contractors,Inc
C Address 2158 Mayport Rd Atlantic Beach,FL 32233
Phone No. 904-241-0320 Fax No. 1104-241-0326
Surety(if any) 4 11
Address Amount of bond$
Phone No. Fax No.
Name and address of any person making a loan for the construction of the improvements.
Name
Address A
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 Ill
Address IV
Phone No. Fax No.
In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in
Section 713.06(2)(b),Florida Statutes.(Fill in at Owner's option).
Name 114
Address
Phone No. Fax No
Expiration date of Notice of Commencement(the expiration dateis o e))yea"rom t e date of recording unless a
different date is specified):
THIS SPACE FOR RECORDER'S USE ONLY PW�
�
Signed: A DATE I/
Before me this ¢ the
County of Duval.State of Florida.h s n a d
A i46" z herein by
are
true and ac and affrms that all statements V"l:9ciar8tipnPtdP9
Ga:ii 2015047999,OR 8K 17082 Page 1804, are true and accurate VVI l.tlilVl L U t:
Number Pages: 1 Notary Public,State of Florida
Recorded 03/03/2015 at 10:05 AM, My Comm,Expires Oct.19,2(H5
Ronnie Fussell CLERK CIRCUIT COURT DUVAL
COUNTY Commission No,EE 128745
RECORDING$10.00 Notary Public at Large.State of County ofa ub
My commission expires_
Personally Kno.:n_ — __-______- or
Produced Identification
Arlington, Daniel
From: Lindley Tolbert[lindley@lindleytolbertdesign.com]
Sent: Wednesday, March 25, 2015 10:25 AM
To: Arlington, Daniel LE COPY
Cc: Jones, Mike; Todd Bosco
Subject: FW: Tolbert Design - Letter Summarizing Soil Excavation Activ ie
Attachments: Tolbert Site Soil Remediation Summary.pdf
Dan-
As requested, please find attached the report from Moran Environmental verifying that there is no soil
contamination under or around the planned home to be built at 392 11th St.
Please feel free to contact me should you have any questions.
Have a great day!
Lindley
Lindley Tolbert
(904) 234.7140
lindley@lindleytolbertdesign.com
------ Forwarded Message
Lindley -
Attached is the letter summarizing the excavation and disposal of petroleum-impacted soils at the
property located at 398 11th Street in Atlantic Beach. Please do not hesitate to call me or David if
you have any questions or require any additional information.
Thank you,
Richard
i
A-4 Moran Environmental Recovery
251 Levy Road
Atlantic Beach,Florida 32233
(904)241-2200
www.moranenvironmental.com
March 24, 2015
Ms. Lindley Tolbert
COPY
Lindley Tolbert Design, Inc.
465 Beach Avenue
Atlantic Beach, Florida 32233
RE: Summary of Soil Excavation and Disposal Activities
Heating Oil Spill Cleanup
Lindley Tolbert Design Site
398 11th Street, Atlantic Beach, Florida
Dear Ms. Tolbert,
On January 13, 2015, construction contractors utilizing heavy equipment (backhoe) to
perform site clearing operations at the residential property located at 398 11th Street in Atlantic
Beach, Florida, came in contact with a previously unidentified Heating Oil Underground Storage
Tank (UST). The backhoe caused the tank to be breached at the bottom, resulting in the entire
contents of the tank being released from the tank. It was determined that the tank had been
used to store heating oil for a residential structure that had formerly occupied the property and
has since been demolished. The tank, which was constructed of single-wall steel, measured
approximately 4 feet in length and approximately 34-inches in diameter, had a nominal capacity
of approximately 200-gallons. The quantity of fuel contained within the tank at the time of the
incident was not determined. It appeared that piping for the tank had been removed at some
time in the past. Below is a summary of the field activities taken to remediate the soil
contaminated resulting from the release of heating oil from the UST.
Field personnel from Moran Environmental Recovery of Atlantic Beach, Florida (MER) were
notified and responded to the site on the day the incident occurred (1/13/15). A vacuum tanker
was prepared to be mobilized to the site; however, visual inspection of the interior of the tank
revealed that the entire contents of the tank had been released, and those liquids released as a
result of the incident had been absorbed into the soil, and therefore, the vacuum tanker was
demobilized.
Page 1 of 5
NA Moran Environmental Recovery
�I 2lo Levy Road
Atlantic Beach,Florida 32233
(904)241-2200
il www.moranenvironmental.com
Fuel from the tank appeared to have saturated the soils in the immediate vicinity of the tank,
with some portion of the fuel following the slope/contour of the ground surface in a generally
northerly direction from the source. The area of apparent impact at the location of the spill
measured approximately 24 feet in overall length (generally from north to south), and was
approximately 12 feet in width at the widest point (generally from east to west).
On January 14, 2015, MER was contracted to provide emergency response actions,
including removal of the affected UST and excavation of impacted soils. Prior to conducting
excavation activities, an underground utility clearance was obtained through the Florida One-
Call underground utility locate service, and no such features were identified within the area of
concern. In addition, a visual reconnaissance of the area was performed that included an
inspection for areas of potential impact, including storm drains, culvert pipes, underground
utilities, or other features that might represent points of collection or preferential pathways for
the migration of contaminants outside of the area of obvious impact. No underground utilities,
storm drains or culvert pipes or other subsurface structures were identified within the area of
concern.
On January 15, 2015, MER personnel performed initial soil delineation activities. The initial
delineation activities were intended to delineate the extent of impact to soils within the area of
concern in order to establish the vertical and horizontal extent of soil impacted by the fuel spill,
and to estimate the volume of soil requiring excavation and disposal. The extent of soil
I sis screening procedure utilizing a
soil heads ace ana 9
contamination was delineated using p y 9 p
portable Organic Vapor Analyzer/Photolonization Detector (OVA/PID), as well as by visual and
olfactory indications. Soil samples were collected from a series of soil borings conducted within
the area of concern utilizing a stainless steel hand auger. Soil samples were collected from
each soil boring at the ground surface and at one-foot intervals below surface grade until the
depth of groundwater saturation was reached. The soil samples were screened in the field for
the presence of volatile petroleum hydrocarbon vapors using soil headspace analysis screening
procedures as outlined in Chapter 62-780 F.A.C., and in the Florida Department of
Environmental Protection (FDEP) "Guidelines for the Assessment and Source Removal of
Petroleum Contaminated Soil". In this procedure, a clean 16-ounce, wide-mouth glass jar is
half-filled with the soil sample to be tested. The jar is then sealed with aluminum foil and allowed
to equilibrate at ambient temperatures for a period of five to ten minutes. The organic vapor
Page 2 of 5
MA Moran Environmental Recovery
251 Levy Road
FILE COPY Atlantic Beach,Florida 32233
(904)241-2200
www.moran envi ronmental.coml.com
concentration in the headspace of the jar is then analyzed using the OVA/PID. The reading is
reported in parts per million (ppm), and represents the concentration of organic vapor from the
soil sample resulting from the presence of volatile petroleum hydrocarbon compounds in the
sample. Soils exhibiting OVA/PID readings in excess of the 10ppm target level were demarked
as requiring excavation. The instrument calibration was field verified daily prior to and following
field sample collection using a standard of 100 parts per million (ppm) isobutylene.
Soil borings were initiated in close proximity to the source (UST) location, and were
continued moving outward from the source area. The results of the OVA soil screening
indicated high levels of organic vapors in soils immediately adjacent to the source UST, with
decreasing soil vapor concentrations at a 5-foot perimeter distance from the tank. The soil
delineation defined an area of impact that was roughly oval in shape, measuring approximately
15 ft in overall length (generally from north to south), and approximately 14ft in width (generally
from east to west, at the widest point), with a thin trail of fuel extending an additional 9 to 10 feet
in the downgradient (northerly) direction away from the source area. The depth of impact ranged
from land surface to slightly more than 6 feet below land surface in the soils adjacent to the UST
location, representing the apparent worst case location.
Removal of the damaged tank and excavation of impacted soils was conducted on January
19, 2015 following receipt of underground utility locate clearance. The field activities were
conducted by field personnel from MER using heavy equipment (backhoe excavator/loader).
The soil excavation was initiated based on visual indications of the presence of contamination
as well as on the results of the initial delineation by OVA soil screening. Field screening and
collection of confirmatory soil samples was conducted concurrently with the soil excavation
activities. The extent of soil contamination was delineated using the soil headspace analysis
screening procedures described above utilizing a portable Organic Vapor
Analyzer/Photolonization Detector (OVA/PID). The instrument calibration was field verified prior
to and following field sample collection using a standard of 100 parts per million (ppm)
isobutylene. Soil excavation was continued until OVA readings were below the 10 ppm target
level, except in those instances where elevated OVA readings were detected in soils at the base
of the excavation at the depth of groundwater saturation. Soils in these areas were slightly
over-excavated to a depth of approximately 7 feet below surface grade. The empty tank
carcass was rinsed and was transported to MER's facility to be disposed of as scrap steel.
Page 3 of 5
MA Moran Environmental Recovery
251 Levy Road
Am*i
Atlantic Beach,Florida 32233
FILE COPY (904) 00
tal.c Isom
The final excavation measured approximately 24 ft in overall length (generally from east to
west), and was approximately 15 ft in width at the widest point. The depth of excavation
measured approximately 4.0 ft below original surface grade to approximately 7.0 ft below the
original surface grade at the deepest point.
A total of 53.98 tons (approximately 45 cubic yards) of petroleum-impacted soil were
excavated. These soils were stockpiled on site on top of, and covered with 6-mil plastic
sheeting pending approval for disposal. The excavated soils were then loaded into a total of
three (3) tandem dump-trailers and transported from the site to a permitted soil thermal
treatment facility (Clean Earth of Georgia, Kingsland, GA) for disposal by thermal
treatment/recycling.
Following completion of the soil excavation and OVA soil screening activities, a total of four
(4) post-excavation confirmatory soil samples (AB-CS-1, AB-CS-2, AB-CS-3 and AB-CS-4)
were collected from the area of excavation for laboratory analysis. The confirmatory soil
samples were collected from the four side walls of the excavation, at a depth of approximately 4
feet below land surface (BLS), corresponding to the depth of the bottom of the tank, and
indicative of the apparent worst case site conditions. The confirmatory soil sampling locations
are described as follows;
• Soil sample#AB-CS-1 was collected from the west side-wall of the excavation at a depth
of approximately 4.0 feet below the original surface grade.
• Soil sample#AB-CS-2 was collected from the east side-wall of the excavation at a depth
of approximately 4.0 feet below the original surface grade.
• Soil sample #AB-CS-3 was collected from the south side-wall of the excavation at a
depth of approximately 4.0 feet below the original surface grade..
• Soil sample #AB-CS-4 was collected from the north side-wall at the base of the of the
excavation at a depth of approximately 4.0 feet below the original surface grade.
The confirmatory soil samples were collected using stainless steel hand tools, which had
been decontaminated prior to sample collection to prevent the possibility of cross-
contamination. The samples were placed into pre-cleaned sample containers, which had been
provided by the designated laboratory. The sample containers were appropriately labeled,
sealed in zip-lock type bags, placed on wet ice, and delivered under standard chain of custody
procedures to a NELAC-certified environmental laboratory (Pace Environmental Services, Inc.,
Page 4 of 5
FIL Moran Environmental Recovery
A-4 E R2Levy Road
Atlantic Beach,Floridao 32233
E GO� r (904)241-2200
www.moranenvironmental.com
NELAC #E87627) for analysis by EPA Method 8260B (BTEX and MTBE), EPA Method 8270C
(PAHs), and Total Petroleum Hydrocarbons (FL-PRO Method).
The results of the laboratory analysis of the confirmatory soil samples collected from
the four sidewalls of the excavation were below the Soil Cleanup Target Levels (SCTLs)
for all petroleum constituents of concern, as defined in Chapter 62-770, F.A.C., Table II
for Direct Exposure criteria (Residential and Commercial/Industrial) as well as for
Leachability Criteria concentrations.
Following completion of the field activities, the excavation was backfilled using clean fill.
Thank you for this opportunity to provide these environmental services to you and to Tolbert
Design, Inc. Please do not hesitate to call my office if you should have any questions or require
any additional information.
Sincerely,
Moran Environmental Recovery LLC
Richard Moriarty
Sr. Environmental Scientist
Page 5 of 5
Arlington, Daniel
From: Todd Bosco [Todd@boscocbc.com]
Sent: Thursday, March 26, 2015 12:42 PM
To: Arlington, Daniel; Lindley Tolbert
Graham, Shirley
Su PILE COPY
Subject: FW: 398 11th Report
Attachments: 398 11th House Pad.pdf
From: Dale Donnell
Sent:Thursday, March 26, 2015 11:47 AM
To:Todd Bosco
Subject: FW: 398 11th Report
Da it,
Dale Donnell, Project Manager
Bosco Home Maintenance
904.241.0320 off/904.422.8060 cell
dale@boscocbc.com
From:Chance Leonard [mailto:c.leonard@ellisassoc.com]
Sent:Thursday, March 26, 2015 11:35 AM
To:Todd Bosco
Cc: Dale Donnell
Subject: 398 11th Report
Todd/Dale,
Attached is the report you requested. Please call or email if you need any additional information.
Chance A. Leonard
CMT Operations Manager
Office:(904)880-0960
Cell:(904)424-0378
EllisU
soclates. Fax: nand 80-0970
MIc.leonard@ellisassoc.com
Geotechnical) ! Mated&Testing ■ Environmental ■ CEI 7064 Davis Creek Road
Jacksonville,FL 32259
Integrated Engineering Services since 1970 www.ellisassoc.com
1
`SCITY OF ATLANTIC BEACH
Y PUBLIC UTILITIES
1200 Sandpiper Lane
ATLANTIC BEACH,FL 32233
(904) 270-2535 or(904) 247-5874
NEW WATER/SEWER TAP REQUEST
Date: Project Address: 3909? /J 7W (577—/4-7L-7—
No. of Units: Commercial Residential V Multi-Family
New Water Tap(s) &Meter(s) Meter Size(s)
New Irrigation Meter Upgrade Existing Meter from to (size)
New Reclaimed Water Meter Size New Connection to City Sewer
Name:
Applicant Address:
City: State: Zip
Phone Number: Cell Number:
Email Address Fax:
Signature: t,5—
(Applicant)
CITY STAFF USE ONLY
Application#
Water System Development Charge
Sewer System Development Charge $
Water Meter Only $
Reclaimed Meter Only $
Water Meter Tap $ (notes)
Sewer Tap $ G7
Cross Connection $
Other $
TOTAL $��
APPROVED: Kavle Moore, PE
(Deputy PW Director or Authorized Signature) ALL TAP REQUEST MUST BE
APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED
BUILDING PERMIT APPLICATIONFMAR747��
CITY OF ATLANTIC BEACH iri
800 Seminole Road, Atlantic Beach, FL 32233iii
Office (904) 247-5826 Fax (904) 247-5845
tly
Job Address: 398 11`" Street - Atlantic Beach FL 32233 / Permit Number— --__
Legal Description I of�krrea
�ti�� �/ parcel #
UU�� o q. t. Sq.Ft
Valuation of Work $,� Proposed Work heated/cooled non-heated/cooled � /�
Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door
Use of existing/proposed structure(s) (circle one): Commercial
If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No D/A
Florida Product Approval#
For multiple products use product approva orm
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 - -g 787 1 tZ F ,
E-Mail or Fax#(Optional)
Contractor Information:
Company Name: Bosco Building Contractors Inc Qualifying Agent: Todd Bosco
'dress:2158 Maynort Rd City Atlantic Beach State FL Zip 32233
:e Phone 904-241-0320 Job Site/Contact Number_904-241-0320 Fax#_904-241-0326_
hate Certification/Registration# CBC 1250212
architect Name& Phone#
?ngineer's Name&Phone#
,ee Simple Title Holder Name and Address
3onding Company Name and Address
✓Iortgage Lender Name and Address
pplication is hereby made to obtain a permit to do the work and installations as indicated. !certify that no work or installation has commenced prior to the
suance 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 ntdl
nd void if work is not commenced within six(6)months, or if construction or work is sus ended or abandoned for a pereod of six(6)months at any time af[er
ork is commenced. I understand that separate permits must be secured jor E1 t_c. Wark, Plumbing,Signs, Wells, Pools, Furnaces, Boilers, Healers,
anks 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.
ereb certify that I have read nd examined this a plic ti n and know the same to be true and correct. All provisions of laws and ordina es governing this
�e of work will be complied ith the spp i to h r or not. The granting of a permit does not presume to the auth late or cancel the
ovisions ofany other federal, late o to 1/a re 1 in construction or the performance of construction.
gnature of Owner
Signature of Contr
r �
Name �... . .. . .................. .. . . ./..� Print Name _70,W ../0 60100
......... .. Q
,rn to and subscribe befo me Sworn to and subscribed before me
s 3-tDay of w 1" 2.0 /F� this Day of 1'r- 20jj—
(� Notary Public,State of FloridawiLERM L.POPE
�tary Public � - Notary Public,State of Florida
Commission No.EE 128745 Notary Pu is , Na omm,Expires Oct 19,2015
Commission t E 128745
Ao... -A Al �i ,
f lir, City of Atlantic Beach
Building Department L7h
D- APPLICATION NUMBER
800 Seminole Road (To be assigned by the Building Department.)
' Atlantic Beach, Florida 32233-5 A cQ+�
Phone(904)247-5826 Fax('111- E-mail: building-dept@coab.us Date routed: y
City web-site: http://vvww.coab.us
APPLICATION REVIEW AND TRACKING FOR
, M
Property Address: J� / �/r�
JT 4FM
re uirq ed Yes NoApplicant: S,. ��Project: /v ((JS/
Review fee $ ,So Dept Signature_ /` 4
_----
Other Agency Review or Permit Required Review or Receipt
Florida Dept. of Environmental Protection of Permit Verified By Date
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: RTApproved.
(Circle one.) Comments:
[:]Denied..
BUILDING
PLANNING &ZONING A'_
Reviewed by: ��'�/ — - �
4TREEADMIN. Date: LIS
Second Review: ❑Approved as revised.
❑Denied.
WOR Co mentsUTILITIESS�SAFETY Reviewed by: Date:
FIRE SERVICES Third Review:
❑Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
tevised 07/27/10
City of Atlantic Beach RECEIVED
Building Department Em
MBER
800 Seminole Road MAR 0 G 2015
g Department.)
Y =' Atlantic Beach, Florida 32233-54 5
` ��PA.
hone(904)247-5826 Fax(90 rrSAdS-mail, building-dept@coab.usCity web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Ad77gr
cS ent review re ui q red Yes No
Applicant:
nin g
Project: v
/►/ o �Tj/ M4 Tree Administrator
u 11
F U 15 /- -./z".,E Rea,.-. , Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt
Florida Dept. of Environmental Protection of Permit Verified By Date
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.
(Circle one.) Comments:
❑Denied.
BUILDING �.q_f:
PLANNING &ZONING
Reviewed
by.
TREE ADMIN. Date: �j S
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:
tevised 07/27/10
ITY OF ATLANTIC BEACH
MAR 4 800 SEMINOLE ROAD
J ATLANTIC BEACH,FL 32233
gy
(904)247-5800
Revision equest Skeet
Date: 3 �5 Received by: Resubmitted: ,
Permit Number: Clearance Sheet Number: PJ
Original Plans Examiner: Project Name:
Project Address: 39Z fT
Contractor: �)T60 1501-610/i✓ Contact Name: S(T,fCa
Contact Phone Number: D•72-0 Contact Fax Number: / 0 7— --- a32-,
Revision/Plan Check/Permit Fee(s)Due:$
Description of Proposed Revision to Existing Permit:
Pending Hold:
Structural: fi
F
t
Plumbing:
i
Mechanical:
I
Electrical:
Additional Increase in Building Value:$ :::����Addi�tional�Square�Footag�e-
Clearance
Sheet/Site Plan Revised: Environmental Health Approval:
By signing below,I affirm that the above revision is inclusive of the
proposed changes.
Signature of Contractor/Agent(Contractor mast sign if increase in valuation) Date
Office Use Only
Date: Approved: Rejected: Notified by:
Plan Review Comments:
Plans Examiner Date
-Created 08/05/08.jio
IS
° Z o k e� 2la 1 3 .
2 x-77--
^6Q
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH 'r7
800 Seminole Road, Atlantic Beach, FL 32233 _
Office (904) 247-5826 Fax (904) 247-5845 EMR 4
Job Address: 398 11"' Street - Atlantic Beach FL 32233y
Permit
Legal Description �� �K9q.
` ''
_ �Parcel #
Valuation of Work $,��? U�'+�% oor Area o t. t
Proposed Work heated/cooled , `�y
non-heated/cooled l d�_
Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door
Use of existing/proposed structure(s)(circle one): Commercial
If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No D/A
Florida Product Approval#
For multiple products use product approva orm
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
E-Mail or Fax#(Optional)
Contractor Information:
Company Name: Bosco Building Contractors Inc Qualifying Agent: Todd Bosco
'dress: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
krchitect Name& Phone#
3ngineer's Name&Phone#
�ee Simple Title Holder Name and Address
3onding Company Name and Address
✓Iortgage Lender Name and Address
pplication is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation Inas commenced prior to the
nuance on permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null
nd void tf work is not commenced within six(6)months, or ,if construction or work is suspended or abandoned for a perrod of six(6)months at any time after
ork is commenced. 1 understand that separate permits must be secured for Electric.! Work, Plumbing,Signs, Wells, Pools, Furnaces, Boilers, Heaters,
anks 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 YO�JR NOTICE OF
COMMENCEMENT.
ereb certify that I have read nd examined this a plic ti n and know the same to be true and correct. All provisions of laws and ordina es govenring this
)e of work will be complied ith the s�� i to h r or not. The granting of a permit does not presume to rye auth
ovisions of any other federal, tate o to l la re l in construction or the performance ojconstruction. late or cancel the
gnature of Owner
Signature of Contr
*Name
Print Name --Zr /� CYI
. .. . �, ...........?d.................. of
,rn to and subscribe befo me
s Sworn to and subscribed before me
-t Day of r this . Day of r.�✓w
'�' 20
Notary Public,State of Florida L.POPE
,tary Public u/ Notary Public,State of Florida
Commission No.EE 128745 -Notary Public �Ifiy�omm,Expires Oct. 19,2015
Commisslor No.�,E 128745
Ao...,.,,a n, �� ,
City of Atlantic Beach
Building Department BER
800 Seminole Road Im
Department.)Atlantic Beach, Florida 32233-5445 //__Phone(904)247-5826 Fax(904)247-5845 Co�E-mail: building-dept@coab.usCity web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING F
ORM
Property Address: �� � �� JT
ent review required Yes No
Applicant:
nin g
Project: ,,^� Tree Administrator
/V GC/ C
G ublic
Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt
Florida Dept. of Environmental Protection of Permit Verified By Date
Florida Dept. of Transportation
St. Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division ofAlcohofic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review:
❑Approved. Denied.
(Circle one.) Comments: /
BUILDING
PLANNING &ZONING
Reviewed by: 4-- Date: l
TREE ADMIN.
Second Review: /kApproved 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:
tevised 07/27/10
-t'm 3/I S
ZONING REVIEW COMMENTS
r~ � City of Atlantic Beach
Building and Zoning Department
800 Seminole Road Atlantic Beach,Florida 32233-5445
/ f. Phone: (904)270-1605 Fax: (904)247-5845 Email: dreeves@coab.us
Permit: 15-SFR-466 Applicant: Bosco Building Contractors
Review: 1 st Address: 2158 Mayport Rd,Atlantic Beach, FL 32233
Site Address: 398 l lth St Phone: (904)241-0320
RE#: N/A Email: N/A
Correction Comments
1. Duplicate Structures: Section 24-82(h) prohibits the duplication of single family homes within 500
feet. A copy of the code section is below. Please provide evidence that this house differs from the
house currently under construction at 392 11th Street in at least five of the seven items listed below in
the code excerpt.
Duplicates or externally similar dwellings. Construction of single-family or two-family dwellings that
are duplicates of another single-family or two-family dwellings within a distance of five hundred (500)
feet shall be prohibited. This provision shall apply to external features only and shall not apply to two-
family dwellings, townhouses or condominiums when constructed as part of single development
project with a unified design theme. In determining compliance with this provision, a minimum of five
(5) of the following characteristics shall be substantially different.
(1)Roof design and roof color.
(2)Exterior finish materials, excluding paint color.
(3) Window sizes and shape.
(4) Main entry door style and location.
(5)Number of stories.
(6)Attached/detached garage.
(7) Front or side entrance garage (if attached).
Derek W. Reeves
Zoning Technician
dreeves@coab.us
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 '►
Seminole Road, Atlantic Beach, FL 32233
Office (904) 247-5826 Fax (904) 247-5845 MAS 4
Job Address: 398 11`" Street - Atlantic Beach FL 32233try
Permit Numbers--
Legal Description L2± y ` qt„ IL �. e
'�- � �Parcel #
Valuation of Work $jop Ouv oor rea o q. t. t
Proposed Work heated/cooled �, yy S non-heated/cooled
Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door
Use of existing/proposed structures) (circle one): Commercial
If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No D/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 _87g7
E-Mail or Fax#(Optional) r 2�
Contractor Information•
Company Name: Bosco Building Contractors Inc Qualifying Agent: Todd Bosco
'dress:2158 Maynort 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
krchitect Name& Phone#
?ngineer's Name&Phone#
�ee Simple Title Holder Name and Address
3onding Company Name and Address
✓Iortgage Lender Name and Address
pplication is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the
suance of a permit and that all work well be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null
nd void if work is not commenced within six(6)months, or if construction or work is sus ended or abandoned for a�period of sixP6)months at any time after
,ork is commenced. 1 understand that separate permits must be secured for Electrical Work, Plumbing,Signs, WeUs, Pools, urnaces, Boilers, Heaters,
anks 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.
ereb certify that 1 have read nd examined this a plic ti n and know the same to be true and correct. All provisions of laws and ordina es governing this
�e ofYwork will be complied ith the sp ire h r or not. The granting of a permit does not presume to the auth
ovisions of any other federal, tate o to c�l la re l in construction or the performance of construction. In[e or cnncel the
gnature of Owner
Signature of Contr
Name � .. .. . ..................i. .� .... Print Name 7�� /0 Q C'd
................ ........................ . .
ern to and subscribe befo me Sworn to and subscribed before me
s�-t�Day of - � r this Day of
20
Nota1! 1ry Public,State of Florida , /I L.POPE
4ary Public u/ Notary Public,State of Florida
Commission No.EE 128745 Notary Public My omm'Expires Oct 19,2015
nCommission No;kE 128745
Reeves, Derek
From: Lindley Tolbert[lindley@lindleytolbertdesign.com]
Sent: Monday, March 23, 2015 12:42 PM
To: Reeves, Derek
Subject: Differences between 392 11th and 398 11th St
Follow Up Flag: Follow up
Flag Status: Flagged
Derek-
Thank you for your time today in discussing the differences of the homes I am building at 392 11th vs. 398
11th Street. The below points outline the differences between the two homes:
1. Square footage:
392 is 2930 sf under air
398 is 2445 sf under air (almost 20% smaller home)
2. Building envelope:
392 is 33'wide x 624" long
398 11th is 30'wide and 55' long
3. Porches:
392 11th has 269 sf of front porch and 375 sf rear porch
398 11th has 400 sf of front porch and 215 sf rear porch
4. Exterior finishes:
o 392 11th is cedar shake up and stucco down, 398 is all hardi up and down
• 392 has round columns, 398 has square columns
• 392 has shuttered railings on upstairs balcony and west side of rear porch, 398 has
spindle railings upstairs only (none downstairs)
• 392 has a covered front porch only (no side), 398 has both covered/ uncovered front
porch that wraps around the side
• 392 has a large rear porch that is covered and extends width of home (33�, 398 has
smaller rear porch that extends half width of home (17�
• 392 11th has two sets of French entry doors and two sets on upstairs balcony. 398 11th
has one set of French doors at entry and one set on upstairs balcony
• window placement and sizes are different in multiple locations on both homes.
5. Garage and Drive:
o drive at 392 is entered from the front right of home and extends down the entire side of the
house to enter the garage. Drive at 398 is a rear entry coming off of Seminole (no entrance at
front)
o Garage at 392 is cedar shake with trellis/awning architectural detail over the door, door is
shuttered design. Garage at 398 is hardi siding with a bracket detail over exit door and garage
door. Door is Shaker design (not shuttered).
i
Please let me know if I can provide any further information on differences
Have a great day!
Lindley
Lindley Tolbert
(904) 234.7140
lindley@lindleytolbertdesign.com
2
PROJECT NO: 4285-0004
91
LAB NO: 104120-A
Ellis&Asseclatesinc. DATE TESTED: 03/23/2015
7064 Davis Creek Road REPORT NO: 1-0002
Jacksonville,FL 32256 DATE: 03/26/2015
(904)880-0960 Office
(904)880-0970 Fax
REPORT OF: RESIDENTIAL IN-PLACE DENSITY TEST FILE �
PROJECT: 398 11th Street
Atlantic Beach, Duval County, FL
ATTENTION: Mr Dale Donnell
REPORTED TO: Bosco Building Contractors Inc
2158 Mayport Road
Atlantic Beach, FL 32233
TEST RESULTS Page 1 of 1
General Location: House Pad
Specific Location: House Pad
Course: Fill
Test Dry Percent
Test Depth Percent Density Proctor Spec Proctor
No. (in) Location Moisture (pcf) Number No. Density Pass/Fail
1 12 Southwest Corner 9.7 99.8 104120 1 96 Pass
2 12 Center 10.5 98.9 104120 1 95 Pass
3 12 Northeast Corner 10.1 99.5 104120 1 96 Pass
Proctor Proctor Optimum Maximum LBR
No Date Moisture DryDensity Value Description Location
104120 03/23/2015 14.5 103.9 N/A Gray Fine Sand with Silt House Pad
Specification
Specification No. Compaction,%
1 95 Min
Date Received: 03/23/2015 Date Tested: 03/23/2015
Gauge No.: 25
Test Methods: ASTM D6938-08a
Ong:Bosco Building Contractors IncAttn:Mr Dale Donnell (1-ec copy) Respectfully Submitted,
Ellis &Associates, Inc.
Signed Original on File
Nemer(Nick)Y.Oweis,P.E.
Technician: Adam Jackson Director,Engineering Services
Licensed,Florida No.44755
(CAL)
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S)TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES,NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED.THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
REPORT CREATED BY ElmTree SYSTEM
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Bosco
Site Information
398 11th Street, Duval
FILE COPY
Structural Engineer of Record
-
Geoffrey Wayne Gartner
PE No. 59328APEX
TECHNOLOGY
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 inicudes 41 truss designs with individual date of design
NO T JOB ID JTRS ID1 DATE NO I JOB ID_ ITRS ID DATE NO T JOB ID ITIRSi6T DATE
1 39811thSt F01 2/25/2015 31 39811thSt J04 2/25/2015
2 39811thSt F02 2/25/2015 32 39811thSt J07 2/25/2015
3 39811thSt F03 2/25/2015 33 39811thSt J10 2/25/2015
4 39811thSt F04 2/25/2015 34 39811thSt 2/25/2015
5 39811thSt F05 2/25/2015 35 39811thSt T02 2/25/2015
6 39811thSt FF09
2/25/2015 36 39811thSt T03 2/25/2015
7 39811thSt 2/25/2015 37 39811thSt T03A 2/25/2015
8 39811thSt 2/25/2015 38 39811thSt T04 2/25/2015
9 39811thSt 2/25/2015 39 39811thSt T05 2/25/2015
10 39811thSt 2/25/2015 40 39811 thSt T06 2/25/2015
11 39811thSt F13 2/25/2015 41 39811thSt T07 2/25/2015
12 39811thSt F14 2/25/2015
13 39811thSt F15 2/25/2015
14 39811 thSt F16 2/25/2015
15 39811thSt F17 2/25/2015
16 39811 thSt FG1 2/25/2015 1 B
17 39811thSt FG10 2/25/2015 1 No exomptions ❑4 Rejected
18 39811thSt FG2 2/25/2015 ❑2 Re�ifetmd Nated ❑5 p mon
19 39811thSt FG3 2/25/2015 Q 3 Revise&Resubmit
20 1 39811thSt FG4 2/25/2015 RMeeud oNy fa perrrJ oonfonnenoe kAdr tM propct regWrernerrtt IRojeandicated in
COMM 21 39811thSt FG6 2/25/2015 r not eeex Contr nieipawielbu l n or0nanp�frnsions�n
22 39811 thSt FG7 2/25/2015 at�Contr�D*ownwes and f 9*oontactor or responsible�wr rCEC.ON.SULTING,
d me wwoorkg.
This wAsw does not oomlder the maem,mertwde, uerrcee,and
23 39811thSt FG8 2/25/2015 alma" a the combucdon, or eehty, m rafts!
24 39811thSt FG9 2/25/2015 Meso' efe �e d1e
A l�A INC.
25 39811thSt FGE2 2/25/2015 Inate:
26 39811thSt FGE3 2/25/2015 I,Qed�'
27 39811thSt FGE4 2/25/2015 +'i.neture: ``��QERI1///��',,'
28 39811thSt GE01 2/25/2015bei �i
29 39811thSt J03 2/25/2015 •••• .� r
CF
J03A
30 39811thSt 2/25/2015 s
Apex Technology °� sr
Apex Technology is a fictitious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Florida Engineer Business No.'f S fp
4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224(904)821-5200 dO
The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings lis�lfj
above and attached. The suitability and use of each drawing for any particualr building is the responsibility of the Building Designer,p /�/q •�• .• �•v`��
ANS
I 1-2002 Section 2
With lmpseal 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 1j1 19)5/2015
Job#39811THST BEARING INFORMATION
QTY SPAN DESCRIPTION BRG# REACTION UPLIFT
4 24'00"00 T07 COMN 6.00/12 Pitch 1 -Ply 1 845.96 238.00
2 846.37 238.00
WOODFLOOR
QTY SPAN DESCRIPTION BRG# REACTION UPLIFT -
2 17'03"00 F01 SY42 0.00/12 Pitch 1 -Ply 1 918.75 0.00
2 1646.45 0.00
5 17'03"08 F02 SY42 0.00/12 Pitch 1 -Ply 1 929.29 0.00
2 1638.19 0.00
2 22'08"08 F03 SY42 0.00/12 Pitch 1 -Ply 1 844.76 0.00
2 1576.32 0.00
3 243.18 0.00
1 17'01"08 F04 SY42 0.00/12 Pitch 1 -Ply 1 914.81 0.00
2 1437.25 0.00
9 16'09"08 F05 SY42 0.00/12 Pitch 1 -Ply 1 2197.18 0.00
2 920.40 0.00
2 13'00"00 F06 SY42 0.00/12 Pitch 1 -Ply 1 705.19 0.00
2 709.39 0.00
5 12'11"08 F07 SY42 0.00/12 Pitch 1 -Ply 1 702.90 0.00
2 707.10 0.00
1 09'04"08 F08 S 0.00/12 Pitch 1 -Ply 1 505.81 0.00
2 510.02 0.00
3 08'11"08 F09 SY42 0.00/12 Pitch 1 -Ply 1 478.83 0.00
2 494.08 0.00
3 13'02"00 F12 SY42 0.00/12 Pitch 1 -Ply 1 711.67 0.00
2 711.67 0.00
2 12'08"08 F13 SY42 0.00/12 Pitch 1 -Ply 1 685.12 0.00
2 700.30 0.00
1 04'11"O8 F14 SY42 0.00/12 Pitch 1 -Ply 1 272.71 0.00
2 272.71 0.00
1 09'00"00 F15 SY42 0.00/12 Pitch 1 -Ply 1 481.12 0.00
2 496.37 0.00
1 03'0700 F16 SY42 0.00/12 Pitch 1 -Ply 1 338.42 0.00
2 315.95 0.00
1 03'05"08 F17 SY42 0.00/12 Pitch 1 -Ply 1 190.21 0.00
2 190.21 0.00
1 12'09"00 FGE2 SY42GABL 0.00/12 Pitch 1 -Ply 1 1334.54 0.00
2 42.96 0.00
1 16'09"08 FGE3 SY42GABL 0.00/12 Pitch 1 -Ply 1 70.50 0.00
2 1751.59 0.00
2 02'03"00 FGE4 SY42GABL 0.00/12 Pitch 1 -Ply 1 222.50 0.00
Total of Trusses 122
Maximun Height 08'00"10
Page 2 of 2
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2m rcn me D O
o m -0 p r r W
_` mo�oC) ppm r m D m
mD mcg mm = Cn C �
AX pD x �o m mD CD z
Cf)
AZ =iz mZm
°� � � mm ym N
< m c r c� m
Xp c � n = p O (n <
Cl) O mm � fn
_, 00T Damp O D Z
o> Z ` n O z D
D0 � D 0 z o O m = m O
�I � p Z G� C- Z CA � S m z
0
�� mm � mn � � 0 m p m
'0 ZVD, � � m m � � m � � O
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o� � z � � D r Dwn ;n D
CD r T n
<o OZ Q — � � � D C O �\ O
0� co D - 0 m Z Z z^^
CSN rrz A UJ
Z� j � � � � p
0 0 C 7) 00 > _ -n O Z
_� oo D — o -1 O m r-
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�c 0 cn r OmS O O O
�A ZZ DCS zcu m - 0
o� m � ncnm x � � 0 n
M D <
SQ p tz °' � � m m = r-
m. � R' -< D > m = m � p m r
X° Dcrn mX p � a � 00 c (o
cmi m m r- 0 `'
xT
°N p C m m 0
<a cn
oOD < �
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• ( Q m
39811thSt Ply:1 SEON:17432 'T22 I SY42
Custom Qty: S FROM: ...
F02 Wgt:96.61bs / ... 02/25/15
8, 97" 1 17'3"8
8' 1,2„ 8,1„8
(n'P)
1112X4 =3X8 1112X4 =3X3 =3X3 1112X4 =3X8 1111X3
P I il)—
a
10'1"2
=3X8 1112X4 III 2X4 =3X8
p N M L K
3X8 =4X8
17'3"8 .
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl 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): 0.270 M 743 360 O 929 /_ /_ /_ I- /5.0
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.423 M 474 267 J 1638 I- I- l- l- /3.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.036 J - - O Min Big Width Req= 1.5
Des Ld: 55.00 EXP:NA ---- AQRZ(TL): 0.057 J J Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings O&J 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: 0.625 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.573 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 -2696
I:NA GCpi:NA Plate Type(s): B-C 0-2709 F-G 0 -2696
Wind Duration:NA WAVE VIEW Ver:143.O1G.0122.23 C-D 0-2709 G-H 90 0
Lumber Additional Notes D-E 0-3134
Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detailSTRBRIMaximum Bot Chord Forces Per Ply(lbs)
Top chord 4x2 SP M-30 recommendations.
for bracing and bridging
Bot chord 4x2 SP M-30 recommendations. Chords Tens.Comp. Chords Tens. Comp.
Webs 4x2 SP#3 Truss must be installed as shown with top chord up. O-N 1632 0 L-K 3133 0
Lumber value set"138"uses design values approved The overall height of this truss excluding overhang is N-M 3133 0 K-J 1608 0
1/30/2013 by ALSC 1-4-0. M-L 3134 0
Special Loads Maximum Web Forces Per Py(Ibs)
---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Webs Tens.Comp. Webs Tens. Comp.
TC-From 100 plf at 0.13 to 100 plf at 17.04
BC-From 10 plf at 0.00 to 10 plf at 17.29 P-0 0 -10 L-E 28 0
BC- 703 Ib Conc.Load at 17.17 A-0 0 -107 E-K 0 -483
O-B 0-1814 F-K 0 -258
Purlins B-N 1190 0 K-G 1204 0
In lieu of structural panels or rigid ceiling use purlins C-N 0 -258 G-J 0 -1874
to laterally brace chords as follows: N-D 0 -469 H-J 0 -217
Chord Spacing(in oc) Start(ft) End(ft) D-M 32 0 J-1 69 -609
TC 24 0.13 16.79
BC 120 0.13 16.87
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 rAP X
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
39811thSt Ply:1 SEAN:17232/T21/SY42
Custom Qty: 1 FROM: DRW:
F04 Wgt:96.6lbs / ... 02/25/15
8' g' 1T1"8
8' 1' 8'1"8
(T'P)
12X =3
114 X8 1112X4 =3X3 =3X3 1112X4 =3X8 1111X393— P
111X393— P I CIA_
i�
'v
10'1"2
=3X8 1112X4 1112X4 =3X8
p N M L K
3X8 =3X8
17'1"8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defi/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.258 M 768 360 O 915 /- /- / /- /5.0
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.403 M 490 264 J 1437 /- /- I- /- /5.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.034 J - - O Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA = HORZ(TL): 0.054 J J Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings O&J Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.323
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.610 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-B 1 0 E-F 0 -2607
I:NA GCpi:NA Plate Type(s): B-C 0-2649 F-G 0 -2607
Wind Duration:NA WAVE VIEW Ver:14.03.010.1106.05 C-D 0-2649 G-H 106 0
Lumber Additional Notes D-E 0-3040
Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 4x2 SP M-30 STRBRIBR1014 for bracing and bridging
recommendations. Chords Tens.Comp. Chords Tens. Comp.
Bot chord 4x2 SP M-30
Webs 4x2 SP#3 Truss must be installed as shown with top chord up. O-N 1602 0 L-K 3039 0
Lumber value set"l 3B"uses design values approved The overall height of this truss excluding overhang is N-M 3040 0 K-J 1530 0
1/30/2013 by ALSC 1-4-0. M-L 3040 0
Special Loads Maximum Web Forces Per Ply(Ibs)
--(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Webs Tens.Comp. Webs Tens. Comp.
TC-From 100 plf at 0.13 to 100 plf at 16.88
BC-From 10 plf at 0.00 to 10 plf at 17.13 P-0 0 10 L-E 28 0
BC- 506 Ib Conc.Load at 17.00 A-0 0 -107 E-K 0 -478
O-B 0-1781 F-K 0 -256
Purlins B-N 1157 0 K-G 1191 0
In lieu of structural panels or rigid ceiling use pudins C-N 0 -259 G-J 0 -1816
to laterally brace chords as follows: N-D 0 -432 H-J 0 -211
Chord Spacing(in oc) Start(ft) End(ft) D-M 28 0 J-1 54 -424
TC 24 0.13 16.63
BC 120 0.13 16.63
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 APE X
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
39811thSl Ply:1 SEQN:17214/T42/SY42
Custom Qty: 2 FROM: DRW:
Wgt:71.41bs / ... 02/25/15
F06
56"8 77"8 13'
5'6"8 2'1" 5'4"8
(TYP)
1114X5 =3X34X5[51 IIILX3 III�X3 =�X5 IIIHX3
93-- 11'22
v
10'1"2
=4X4[2] =3X4 =3X4
M L K =)3X8
13' _A
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def11CSl Criteria ♦Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.162 E 933 360 A 705 /_ /_ /_ /_ /3.0
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.316 E 479 240 J 709 /- /- /- I- /5.0
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.024 M - - A Min Brg Width Req= 1.5
Des Ld4-V-'rOO EXP:NA HORZ(TL):-0.047 M - J Mia-GW.Width Req= 1.5
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing A is a rigid surface.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.735 Bearing J Fcperp=565psi.
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.738
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.400 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 0 0 E-F 0 -1794
Wind Duration:NA WAVE VIEW Ver:14.03.01C.1106.05 B-C 23 0 F-G 0 -1781
Lumber Additional Notes C-D 48 0 G-H 1 0
D-E 0-1783
Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail
Top chord 4x2 SP#2 STRBRIBR1014 for bracing and bridging
recommendations. Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 4x2 SP#2 Chords Tens.Comp. Chords Tens. Comp.
Webs 4x2 SP#3 Truss must be installed as shown with top chord up.
Lumber value set"136"uses design values approved The overall height of this truss excluding overhang is M-L 1289 0 K-J 1181 0
1/30/2013 by ALSC 0-3-0. L-K 1794 0
Plate Shift Table Maximum Web Forces Per Ply(Ibs)
JT Plate Lateral Chord JT Plate Lateral Chord Webs Tens.Comp. Webs Tens. Comp.
No Size Shift Bite No Size Shift Bite
[2] 4X4 1.25 L 1.25 [5] 4X5 2.75 L 1.25 M-B 629 0 K- 735 0
M-D 0-1444 G-J 0 -1313
Purlins D-L 654 0 H-J 0 -106
In lieu of structural panels or rigid ceiling use purlins L-E 0 -207 J-1 0 -10
to laterally brace chords as follows: F-K 0 -246
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -0.13 12.63
BC 120 0.17 12.63
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 BCS]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 rAP X
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
39811thSt Ply:1 SEAN:17222/T12 l SY42
Custom Qty: 1 FROM: DRW:
F08 Wgt:56.0lbs I / ... 02/25/15
5'6"8 6'6" 9'4"8
5'6"8 11"8 2'10"8
�—2'6"
(TYP)
3X4 -
1112X4 =3X31111EX3 =3X4 11111X3
AB C p
0o r T 117"2
-3- H
v
10'1"2
=3X4 =3X3 1111X3
� K I4X
9'4"8 A
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 L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed:NA mph Pf'NA Ce:NA VERT(LL): 0.093 E 999 360 A 506 /- I- /- / /3.0
BCU-: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.160 E 673 240 1 510 I- /- / / /3.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.013 L - - A Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA *QW(TL):-0.023 L I Min Brg Widtfi Req= 1.5
NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearing A is a rigid surface.
Soffit: 0.00
TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.658 Bearing I Fcperp=565psi.
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.618
MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.262 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber:
1:NA GCpi:NA Plate Type(s): A-13 0 0 D-E 0 -854
Wind Duration:NA WAVE VIEW Ver:14.03.01 C.1106.05 B-C 15 0 E-F 0 -855
C-D 39 0 F-G 1 0
Lumber
Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 4x2 SP#2 Chords Tens.Comp. Chords Tens. Comp.
Bot chord 4x2 SP#2
Webs 4x2 SP#3 L-K 828 0 J-1 851 0
Lumber value set"l 3B"uses design values approved K-J 855 0
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 L-B 416 0 J-F 120 -4
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft) L-D 0 -928 F-1 0 946
TC 24 -0.29 8.83 D-K 182 -65 G-1 4 -109
BC 106 0.00 8.83 K-E 70 -28 I-H 0 -10
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.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
0-3-0.
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 fAPE X
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
Michael G Kozlowski Jeffrey P Arneson Derek B Murray lirffywriin�
PE No.60839 PE No.58544 PE No.71457
39811thSt Ply:1 SEQN:17226/T30/SY42
Custom Qty: 3 FROM: DRW:
F12 Wgt:70.0 lbs I ... 02125/15
5'4"8 7'9"8 137'
5'4"8
2,5„ 5'4"8
2,6"
(TYP)
1111X3 =46X5 11111X3 11111X3 =-4X 5 1111X3
T � � G
1 10, 2
3X4 =3X4
=3X8 J H3X8
13'2"
Loading Criteria(1st) 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 l./# Loc R I U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(I-Q: 0.155 C 979 360 K 712 /- /_ /_ /_ /5.0
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.303 C 501 240 H 712 /- /- /- I- /5.0
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.030 B - - K Min Brg Width Req= 1.5
Des Ld: 55.00 EXP NA - HORZ(TL): 0.058 B H Min Brg Width Req= 1.5 -
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings K&H Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.742
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.736 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0"
MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.364 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 D-E 0 -1783
I:NA GCpi:NA Plate Type(s): B-C 0-1783 E-F 1 0
Wind Duration:NA WAVE VIEW Ver:14.03.01 C.1106.05 C-D 0-1796
Lumber
Maximum Bot Chord Forces Per Ply(Ibs)
Value Set:13B(Effective 611/2013) Chords Tens.Comp. Chords Tens. Comp.
Top chord 4x2 SP#2
Bot chord 4x2 SP#2 K-J 1184 0 I-H 1184 0
Webs 4x2 SP#3 J-1 1796 0
Lumber value set"13B"uses design values approved
1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Purlins
In lieu of structural panels or rigid ceiling use purlins L-K 0 10 -I 0 249
to laterally brace chords as follows: A-K 0 -106 I-E 745
Chord Spacing(in oc) Start(ft) End(ft) K-B 0-1316 E-H 0 -13166
TC 24 0.25 12.92 B-J 745 0 F-H 0 -106
BC 120 0.25 12.92 J-C 0 -249 H-G 0 -10
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.
Additional Notes
+2x6 continuous strongback.See detail
STRBRIBR1014 for bracing and bridging
recommendations.
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 rAP X
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
39811thSt Ply:1 SEAN:17374 1 T13 I SY42
Custom Qty: 1 FROM: DRW:
F14 Wgt:30.8lbs .. / ... 02/25/15
�-2'6" 2,1 'I
III I X3 =4X5 III 1X3
A B C
T
:"W4
1 10'1"2
=3X3 III 1 X3 =3X3
F E D
4'11"8
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 Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.012 E 999 360 F 273
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.018 E 999 240 D 273
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 D - - F Min Brg Width Req= -
Des L&�.f)0 EXP:NA HORZ(TL): 0.002 D _ D Mw.9W Width Req= -
NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.176 Maximum Top Chord Forces Per Ply(lbs)
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.061 Chords Tens.Comp. Chords Tens. Comp.
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.098 A-B 0 0 B-C 0 0
C&C Dist a:NA It FT/RT:12(0)/10(0) Mfg Specified Camber:
I:NA GCpi:NA Plate Type(s): Maximum Bot Chord Forces Per Ply(lbs)
Wind Duration:NA WAVE VIEW Ver:14.03.01G.0122.23 Chords Tens.Comp. Chords Tens. Comp.
Lumber F-E 335 0 E-D 335 0
Value Set:13B(Effective 6/1/2013)
Top chord 4x2 SP M-31 Maximum Web Forces Per Ply(lbs)
Bot chord 4x2 SP M-31 Webs Tens.Comp. Webs Tens. Comp.
Webs 4x2 SP M-31:W4 4x2 SP#3:
Lumber value set"138"uses design values approved A-F 0 -109 B-D 0 379
F-B 0 -367 C-D 0 -83
1/30/2013 by ALSC B-E 90 0
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 4.96
BC 59 0.00 4.96
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers 1 Ties
(J)Hanger Support Required,by others
(J)Hanger Support Required,by others
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 rAP X
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
Mu
PE No.60839 PE No.58544 PE No.71457
3981lthStPly:1 SEAN:17439/T43/SY42
Custom Qty: 1 FROM:
DRW:
F16 Wgt:28.0lbs / ... 02/25/15
8"8
I---2'6" j= =j
1112X4[4]
1112X4[l] III 3X4
A B C-
TF
v
110'1"2
3X�3NO
E D
=4X5
37'
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 Udell L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.006 B 999 320 E 338 I- /- /- /- /5.0
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.010 B 999 240 D 316 -
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.001 B - - E Min Brg Width Req= 1.5
Des Ld: 55.00 EXP NA (TL):-0.002 B D Min Brg Width Req= -
Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing E Fcperp=565psi.
NCBCLL:10.00 9
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.309
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.121 Maximum Top Chord Forces Per Ply(Ibs)
Sparing:24.0"
MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.112 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12(0)110(0) Mfg Specified Camber: A_g 0 _36 B-C 0 0
I:NA GCpi:NA Plate Type(s):
Wind Duration:NA WAVE i VIEW Ver:14.03.01 G.0122.23 Maximum Bot Chord Forces Per Ply(Ibs)
Lumber End Vertical Attachment Chords Tens.Comp.
Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical E-D 287 0
Top chord 4x2 SP M-30 using(3)qty.10d box or(0.128"x3"min)gun nails
Bot chord 4x2 SP M-30 through wide face or(3)qty.1-1/2"leg 16-Gage 1" Maximum Web Forces Per Ply(Ibs)
Webs 4x2 SP#3 wide(minimum)Crown staples on each narrow face. Webs Tens.Comp. Webs Tens. Comp.
Lumber value set"l 3B"uses design values approved Additional Notes F-E 134 0 B-D 0 -488
1/30/2013 by ALSC Truss must be installed as shown with top chord up. A-E 0 -333 C-D 95 0
Special Loads The overall height of this truss excluding overhang is E-B 0 -276
--(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) 1-4-0.
TC-From 100 plf at 0.13 to 100 plf at 3.58
BC-From 10 plf at 0.00 to 1 O plf at 3.58
TC- 2731b Conc.Load at 1.88
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
Ill 2X4 S 2.50 [41 2X4 S 2.50
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Sparing(in oc) Start(ft) End(ft)
TC 24 0.25 3.58
BC 40 0.25 3.58
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
(J)Hanger Support Required,by others
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 rAP X
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
39811thSt Ply:2 SEQN:17477/T34/FLAT
Custom Qty: 1 FROM: DRW:
FG1 Wgt:54.6lbs / ... 02/25/15
1112X4 =
A 3X3 g
r- 10'1"2
C
1112X4
=3X3 4'4118
4'4"8
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 Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 240 D 301 /- /- /- !- /3.5
BOLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(fL): 0.000 B 999 180 C 426
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 C - - D Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA - --= - HORZ(TL): 0.000 C C Min Brg Width Req= -
NCBCLL:10.00 g
Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing D Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 201 ORES Max TC CSI: 0.113
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.064 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0"
MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.026 Chords Tens.Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: q-g 0 -22
I:NA GCpi:NA Plate Type(s):
Wind Duration:NA WAVE VIEW Ver:14.03.O1G.0122.23 Maximum Bot Chord Forces Per Ply(lbs)
Lumber Hangers/Ties Chords Tens.Comp.
Value Set:13B(Effective 6/1/2013) Recommended hanger connections are based on D-C 24 0
Top chord 2x6 SP SS Dense manufacturer tested capacities and calculations.
Bot chord 2x4 SP#2 Conditions may exist that require different connections Maximum Web Forces Per Ply(lbs)
Webs 2x6 SP#2:W2 2x4 SP#3: than indicated.Refer to manufacturer publication for
additional information. Webs Tens.Comp. Webs Tens. Comp.
Lumber value set"l 3B"uses design values approved Bearing at location x=4'1"8 uses the following A-D 0 -145 B-C 0 -208
1/30/2013 by ALSC support conditions: D-B 0 -1
Nailnote Bearing C (4'1"8,10'1"2)HTU26-2
Supporting Member:(2)2x6 SP SS Dense
Nail ScheduIe:0.131"x3",min.nails (20)0.148"x3"nails into supporting
Top Chord:1 Row @ 9.25"o.c. member,
Bot Chord:1 Row @12.00"o.c. (14)0.148"x3"nails into supported
Webs :1 Row @ 4"o.c. member.
Use equal spacing between rows and stagger nails
in each row to avoid splitting. Additional Notes
Truss must be installed as shown with top chord up.
Special Loads
---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) The overall height of this truss excluding overhang is
TC-From 50 plf at 0.00 to 50 plf at 4.38 1-4-0.
BC-From 5 plf at 0.00 to 5 plf at 4.38
TC- 243 Ib Conc.Load at 1.75,3.75
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 4.38
BC 53 0.00 4.38
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
The TC of this truss shall be braced with attached
spans at 24"OC in lieu of structural sheathing.
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 rAP X
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839
PE No.58544 PE No.71457
39811thSt Ply:2 SEAN:17397/T23/FLAT
Custom Qty: 1 FROM: DRW:
FG2 Wgt:112.0 lbs / ... 02/25/15
3'2"15 611115 97"
3'2"15 2'1107 3'5"l 1
3X4[11 III 26X4 =3CX8 =3X4[8
A
v
IVY4 Li
10'1"2
H 12X4 3'2"3 -H0GG310[5] 3'4"l 1 =3X8 3'0113 1112X4E
3'2"3 6'6"13 97"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.032 C 999 240 H 679 /- !- /- I- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.049 C 999 180 E 801 /- /- /- /- /3.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.005 A - - H Min Brg Width Req= 1.5
- Des 1-6r-m3:00 EXP:NA HORZ(TL): 0.009 A - E MioW3pg Width Req= 1.5
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings H&E Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.191
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.177 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.431 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 -783 C-D 0 -902
I:NA GCpi:NA Plate Type(s): B-C 0 -783
Wind Duration:NA WAVE,HS VIEW Ver:14.03.01G.0122.23
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 2x4 SP#2 to laterally brace chords as follows: H-G 37 0 F-E 39 0
Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) G-F 952 0
Webs 2x6 SP#2:W2,W4,W6 2x4 SP#3: TC 24 0.00 9.58
BC 115 0.00 9.58
Lumber value set"1313"uses design values approved Apply pudins to any chords above or below fillers Maximum Web Forces Per Py(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 -303 C-F 0 -115
Nail Schedule:0.131"x3",min.nails spans at 24"OC in lieu of structural sheathing. A-G 778 0 F-D 906 0
Top Chord:1 Row @12.00"o.c. B-G 0 -150 D-E 0 -361
Bot Chord:1 Row @12.00"o.c. G-C 0 -178
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 100 plf at 0.00 to 100 pit at 9.58
BC-From 10 plf at 0.00 to 10 pit at 9.58
BC- 426 Ib Conc.Load at 6.17
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
Ill 3X4 S 1.25 [5] H0310 3.25 L 1.25
[8] 3X4 1.75 R 1.25
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 A P VEX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
39811thSt Ply:2 SEQN:17473/T46 I FLAT
Custom Qty: 1 FROM: DRW:
FG4 Wgt:105.0lbs / ... 02/25/15
2'11"4 519118 8'11"8
2'11"4 2'10"4 312"
A
3X4[11 III 26X4 =3CX8 =3X3[8
VVZ LiM H v
10'1"2
H G F 1112X4[11 E
1112X4[2] =H0310[5] =3X8
2' 3
10"4 3'4"12 2'8"8
2'10"4 163" 8'11"8
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 Cl:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.027 B 999 240 H 818 /115 /112 /- /- /-
BCD_: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.052 B 999 180 E 641 1108 /112 /- /- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 A - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C *1QW TL): 0.010 A H Min Brg Width Req= -
NCBCLL:10.00 Mean Height:15.00 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: 0.115 Bearing E Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.194
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.395 Maximum Top Chord Forces Per Ply(Ibs)
P 9
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 150-1018 C-D 136 -766
Wind Duration:1.60 WAVE,HS VIEW Ver:14.03.01G.0122.23 B-C 150-1018
Lumber Purlins
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#2 to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) H-G 33 -10 F-E 22 -11
Webs 2x6 SP#2:W2,W4,W6 2x4 SP#3: BC 24 0.00 8.96 G-F 839 -165
BC 107 0.00 8.96
Lumber value set"l 3B"uses design values approved Apply purlins to any chords above or below fillers
1/30/2013 by ALSC at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(Ibs)
Nailnote The TC of this truss shall be braced with attached Webs Tens.Comp. Webs Tens. Comp.
spans at 24"OC in lieu of structural sheathing. A-H B4 -373 C-F 68 -168
Nail Schedule:0.131"x3",min.nails
Top Chord:1 Row @12.00"o.c. Hangers/Ties A-G 1037 -147 F-D 790 133
Bot Chord:1 Row @12.00"o.c. Recommended hanger connections are based on B-G 67 -76 D-E 85 -306
Webs :1 Row @ 4"o.c. manufacturer tested capacities and calculations. G-C 189 -62
Use equal spacing between rows and stagger nails Conditions may exist that require different connections
in each row to avoid splitting. than indicated.Refer to manufacturer publication for
Special Loads additional information.
-(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Bearing at location x=0' uses the following
TC-From 54 plf at 0.00 to 54 plf at 8.96 support conditions:
BC-From 10 plf at 0.00 to 10 plf at 8.96 Bearing H (0',10'1"2)HTU26-2
BC- 885 Ib Conc.Load at 3.58 Supporting Member:(4)2x6 SP SS Dense
(20)0.148'x3"nails into supporting
Plate Shift Table member,
(14)0.148"x3"nails into supported
JT Plate Lateral Chord JT Plate Lateral Chord member.
No Size Shift Bite No Size Shift Bite
Ill 3X4 2.25 R 1.25 [2] 2X4 S 2.25 Additional Notes
(5] H0310 3.50 L 1.25 (8] 3X3 S 1.25 Truss must be installed as shown with top chord up.
It 1] 2X4 S 2.25
The overall height of this truss excluding overhang is
Wind 1-4-0.
Wind loads based on MWFRS.
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 A P E X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
39811thSt Ply:2 SEAN:17461/T45/FLAT
Custom Qty: 1 FROM: DRW:
FG6 Wgt:96.6 lbs Page 2 of 2 ... I ... 02/25/15
315, 1.2511,R15, 1.25,
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 fAP E X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
39811thSt Ply:2 SEON:17471 I T49/FLAT
Custom Qty: 1 FROM: DRW:
FGS Wgt:152.61bs / ... 02/25/15
3'4" 6'4"4 9'4"8 12'8"8
3'4" 3'0"4 3'0"4 3'4"
=4X4[11 =3X8 1112X4 =3X8 =3X3[10]
A B C D - E
T
Li
10'1"2
J I H G 1112X4
1112X4[2] =4X8 =H0310[7] =3X8
2'10"8 3'5"12 3 5 12 210"8
2'10"8 6'4"4 91101, 12'8"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 1U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.063 C 999 240 J 1065 /159 /- /- /- /-
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.120 C 999 180 F 665 /143 /- /- /- /5.0
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 A - - Wind reactions based on MWFRS
Des Ld 3f.00 EXP:C HORZ(TL): 0.021 A J Miral34g Width Req= -
NCBCLL:10.00 Mean Height:15.00 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: 0.155 Bearing F Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.255
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI: 0.539 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 175-1379 C-D 235 -1446
Wind Duration:1.60 WAVE,HS VIEW Ver:14.03.01 G.0122.23 B-C 235-1446 D-E 153 -792
Lumber Purlins
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use pudins Maximum Bot Chord Forces Per Py(Ibs)
to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp.
Top chard 2x4 SP#2
Chord Spaclng(in oc) Start(ft) End
ho (ft)
Bot chord 2x6 SP SS Dense hoTC 24 000 1271 J-1 37 -8 H-G 918 -183
. .
Webs 2x6 SP#2 I-H 1422 -202 G-F 25 -7
02,W4,W6,W8 2x4 SP#3: BC 120 0.00 12.71
Apply pudins to any chords above or below fillers
Lumber value set"l 3B"uses design values approved at 24"OC unless shown otherwise above. Maximum Web Forces Per Py(lbs)
1/30/2013 by ALSC The TC of this truss shall be braced with attached Webs Tens.Comp. Webs Tens. Comp.
Nailnote spans at 24"OC in lieu of structural sheathing. A-J 77 -500 H-D 554 -54
Nail Schedule:0.131"x3",min.nails Hangers/Ties A-1 1414 -177 D-G 70 -293
Top Chord:1 Row @12.00"o.c. Recommended hanger connections are based on I-B 63 -98 G-E 8 -153
Bot Chord:1 Row @12.00"o.c. manufacturer tested capacities and calculations. B-H 26 -34 E-F 69 69 299
Webs :1 Row @ 4"o.c. Conditions may exist that require different connections C-H 36 69
Use equal spacing between rows and stagger nails than indicated.Refer to manufacturer publication for
in each row to avoid splitting. additional information.
Special Loads Bearing at location x=0' uses the following
--(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) support conditions:
TC-From 54 plf at 0.00 to 54 pit at 12.71 Bearing J (0',10'1"2)HTU26-2
BC-From 10 pK at 0.00 to 10 plf at 12.71 Supporting Member:(4)2x6 SP SS Dense
BC- 917 Ib Conc.Load at 3.58 (20)0.148"x3"nails into supporting
member,
Plate Shift Table (14)0.148"x3"nails into supported
member.
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite Additional Notes
[1] 4X4 S 1.25 [2] 2X4 S 2.25 Truss must be installed as shown with top chord up.
[7] H0310 S 1.25 [10] 3X3 S 1.25
The overall height of this truss excluding overhang is
Wind 1-4-0.
Wind loads and reactions based on MWFRS.
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 rAPE6X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
39811thSt Ply:1 SEAN:17277/T39/SY42
Custom Qty: 1 FROM: DRW:
FGE2 Wgt:72.8 lbs I ... 02125/15
A B C D E F G H I J K
T X L
10'1"2
112X4 V U T S R Q P O N 54
12'9" _ A
12'9" -1
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF
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): 0.000 1 999 360 W=108 /_ /_ /_ /_ /147
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 1 999 240 M 43 /- /- /- /- /5.0
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 M - - W Min Brg Width Req= -
Des Ld: 55.00 EXP:NA -- 4TL):-0.000 M M Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings W&M Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.133
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.032 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.032 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 1 0 F-G 1 0
I:NA GCpi:NA Plate Type(s): B-C 1 0 G-H 1 0
Wind Duration:NA I WAVE VIEW Ver:14,03.01G.0122.23 C-D 1 0 H-1 1 0
Lumber Additional Notes D-E 1 0 I-J 1 0
E-F 1 O J-K 1 0
Value Set:13B(Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging
Top chord 4x2 SP#3 recommendations. Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 4x2 SP#3 Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp.
Webs 4x2 SP#3 The overall height of this truss excluding overhang is
Lumber value set"1313"uses design values approved 1-4-0. W-V 0 1 R-Q 0 1
1/30/2013 by ALSC V-U 0 1 Q-P 0 1
U-T 0 1 P-O 0 1
Bracing T-S 0 1 O-N 0 1
Sheathing is required for any longitudinal(drag)forces. S-R 0 1 N-M 0 1
All connections to be designed by the building
designer. Maximum Web Forces Per Ply(Ibs)
Fasten rated sheathing to one face of this frame. Webs Tens.Comp. Webs Tens. Comp.
Plating Notes X-W 0 -8 K-M 0 -33
All plates are 1X3 except as noted. A-W 0 -33 M-L 0 -8
Purlins Maximum Gable Forces Per Ply(Ibs)
In lieu of structural panels or rigid ceiling use purlins Gables Tens.Comp. Gables Tens. Comp.
to laterally brace chords as follows: B-V 0 -118 G-0 0 -134
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.25 12.50 C-U 0 -137 H-P 0 -133
BC 120 0.25 12.50 D-T 0 -133 1-0 0 -137
Apply purlins to any chords above or below fillers E-S 0 -134 J-N 0 -118
at 24"OC unless shown otherwise above. F-R 0 -133
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE Na.71457
39811thS1 Ply:1 SEAN:17244/T31/SY42
Custom Qty: 2 FROM: DRW:
FGE4 Wgt:18.2lbs / ... 02/25/15
A B C
T � -
izL H D
'v
1 101 2
1112X4 III
2-3°
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or`=PLF
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 168 G+ 99 /- /- /- /- /27.0
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 168 G Min Brg Width Req= -
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 C - - Bearing G Fcperp=565psi.
Des Ld: 55.00 EXP:NA HORZ(TL): 0.002 C
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply fibs)
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.148 Chords Tens.Comp. Chords Tens. Comp.
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.032 A-B 0 0 B-C 0 0
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.014
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Bot Chord Forces Per Ply(Ibs)
I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:NA WAVE VIEW Ver:14.03.01C.1106.05
G-F 0 O F-E 0 0
Lumber
Value Set:13B(Effective 6/1/2013) Maximum Web Forces Per Ply(Ibs)
Top chord 4x2 SP#3 Webs Tens.Comp. Webs Tens. Comp.
Bot chord 4x2 SP#3
Webs 4x2 SP#3 H-G 0 -9 C-E 0 -5
Lumber value set"1313"uses design values approved A-G 0 -59 E-D 0 -8
1/30/2013 by ALSC
Maximum Gable Forces Per Ply(Ibs)
Bracing Gables Tens.Comp.
Fasten rated sheathing to one face of this frame.
B-F 0 -126
Plating Notes
All plates are 1X3 except as noted.
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 1.88
BC 21 0.12 1.88
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.
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 rAP X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
39811thSt Ply:1 SEAN:17180/T3/EJAC
Custom Qty: 14 FROM: DRW:
J03 Wgt:18.2 lbs I ... O2I25/15
B
-
W3'1 0"2
12
6 _
0
M
3X4(62)
T A
6"10207'
C
I 6' _�"18
r 6' 6 "8
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 Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 199 /51 /103 /- /136 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 86 /- /35 I- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.010 B B 154 /131 /86 /- /- /1.5
Des Ld--;-9f:00 EXP:C -- HORZ(TL): 0.018 C Wind mk-artions based on MWFRS
NCBCLL:10.00 Mean Height:22.64 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: 0.902 C Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psi TPI Std: 2007 Max BC CSI: 0.520 B Min Brg Width Req=
MWFRS Parallel Dist:0 to h/2 Re Factors Used:Yes Max Web CSI: 0.000 Bearing A Fcperp=565psi.
Spacing:24.0" p
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp.
Wind Duration:1.60 WAVE VIEW Ver:14.03.010.1106.05
A-B 69 -118
Lumber
Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#3 Chords Tens.Comp.
Bot chord 2x4 SP#3
Lumber value set"1313"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 6.00
BC 70 0.06 6.00
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
3-6-10.
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.
i 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
39811thSt Ply:1 SEAN:17210/T33/COMN
Custom Qty:4 FROM: DRW:
J04 Wgt:9.8lb, / ... 02/25/15
12
6 1112X4 B
3X4(62)
co
-
A
I Li
10'1"2
1112X4 C
2'0"8
2'0"8
V IT.
Loading Criteria(psf) Wind Criteria Snow Criteffa(Pg,Pf in PSF) Defl/CSI riteria ♦Maximum Reactions(lbs)
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 1W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 69 /7 /36 I- /35 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 65 /32 /43 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 B Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C *IQW(-TL):-0.001 B A Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.093 Bearing A Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.031
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.050 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.
GCpi:0.18 Plate Type(s): A-B 22 -58
Wind Duration:1.60 WAVE VIEW Ver:14.03.01 C.1106.05
Lumber Maximum Bot Chord Forces Per Ply(lbs)
Value Set:138(Effective 6/1/2013) Chords Tens.Comp.
Top chord 2x4 SP#2 A-C 2 -5
Bot chord 2x4 SP#2
Webs 2x4 SP#3 Maximum Web Forces Per Ply(lbs)
Lumber value set"138"uses design values approved Webs Tens.Comp.
1/30/2013 by ALSC
B-C 120 -53
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 2.04
BC 23 0.06 2.04
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
1-6-14.
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
39811thSt Ply:1 SEON:17443 I T59/EJAC
Custom Qty: 12 FROM: DRW:
J10 Wgt:21.01bs / ... 02/25/15
B
13'10"4
-
12
6
0
o
-v
3X4(B2) A
10'1"2
C
(' 7'
7' 79"8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 232 /35 /124 I- /123 /5.5
BCU-: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 101 /- /42 I- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.013 C B 179 /111 /105 /- /- /1.5
Des Ld: 32.00 EXP:C - HORZ(TL): 0.026 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: 0.747 C Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.419 B Min Brg Width Req= -
MWFRS Parallel Dist:0 to h/2 Re Factors Used:Yes Max Web CSI: 0.000 Bearing A Fcperp=565psi.
Spacing:24.0" P
C&C Dist a:3.00 ft FTIRT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp.
Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23
A-B 80 -120
Lumber
Value Set:13B(Effective 6/1/2013)
Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP#2 Chords Tens.Comp.
Bot chord 2x4 SP#2
Lumber value set"1313"uses design values approved A-C 0 0
1/30/2013 by ALSC
Purlins
In lieu of structural panels or rigid ceiling use pudins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 7.00
BC 82 0.06 7.00
Apply pudins 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
4-0-10.
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 rAP X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
39811thSt Ply:1 SEON:17192 I T20/HIPS
Custom Qty: 2 FROM: DRW:
T02 Wgt:128.8lbs / ... 02/25/15
g' 15' 22' 30'
8' 7' 7' 8'
�o5BX7 III C4 =5XD7
T12
6
_ p
0
'a
4X4(B2)A E=4X4(62)
1
5_2
—+20'7"
24 =38 =3 2
I H G F
8'1"12 6'10"4 1' 5'10"4 8'1"12
8'1"12 15' 16' 21'10"4 30'
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 L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.131 C 999 358 A 985 /468 /440 /- /100 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.257 C 999 358 E 985 /468 /440 /- /- 15.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.046 F - - Wind reactions based on MWFRS
Des Ld. 62.00 EXP:C HORZ(TL): 0.091 F A Miw&q Width Req= 1.5
NCBCLL:10.00 Mean Height:23.14 ft Code/Misc Criteria Creep Factor:1.5 E MinBrg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.655 Bearings A&E Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.996
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.241 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. Camp.
GCpi:0.18 Plate Type(s): A-B 792-1669 C-D 950 -1777
Wind Duration:1.60 WAVE VIEW Ver:14.03,01C.7106,05 B-C 950-1777 D-E 792 -1669
Lumber
Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x4 SP#2
Bot chord 2x4 SP#2 A-1 1401 -604 G-F 1403 -603
Webs 2x4 SP#3 I-H 1403 -603 F-E 1401 -605
Lumber value set"1313"uses design values approved H-G 1403 -603
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
to laterally brace chords as follows: B-I 227 0 H-D 486 -198
Chord Spacing(in oc) Start(ft) End(ft) B-H 486 -197 F-D 227 0
TC 24 0.00 30.00 C-H 240 -381
BC 90 0.06 29.94
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
4-6-10.
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
PE No.60839 PE No.58544 PE No.71457
39811thSt Ply:1 SEAN:17283/T40 I COMN
Custom Qty: 3 FROM: DRW:
T03A Wgt:135.8 lbs I ... 02/25/15
8'10"9 10" 15' 20'1"12 1'1" 30'
8'10"9 11"1 5'1"12 51"12 11"1 8'10"9
D 1114X4
- -- T2 -
T3
12 1112X4 C E 1112X4
6 o_3X4 Ba 3X4
0
0
=4X4(62)A G=4X4(B2)
u 20'7"
1116X8 B2 II6X8
10' 10' 10'
10' 20' 30'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1/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): 0.107 C 999 358 A 1179 /288 /436 /- /188 /5.5
BCU-: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.184 C 999 358 G 1180 /288 /436 /- /- /5.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.037 C - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C (TL): 0.064 C A Min Brg Width Req= 1.5 -
NCBCLL:10.00 Mean Height:24.89 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: 0.924 Bearings A&G Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.671
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.615 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.00 it FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 694-2023 D-E 871 -1970
Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122,2 BB-C 697-1804 E-F 697 -1805
Lumber C-D 871 -1968 F-G 694 -2024
Value Set:13B(Effective 6/1/2013)
Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP M-30:T2,T3 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP M-31:B2 2x6 SP SS Dense:
Webs 2x4 SP#3 A-1 1700 -489 H-G 1701 -490
Lumber value set"136"uses design values approved 1-H 1193 -265
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
to laterally brace chords as follows: C-1 378 -466 D-H 918 -384
Chord Spacing(in oc) Start(ft) End(ft) I-D 915 -384 H-E 378 -466
TC 24 0.00 30.00
BC 120 0.06 29.94
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
8-0-10.
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 rAPE6X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
39811thSt Ply:1 SEQN:17182 I T15/HIPS
Custom Qty: 1 FROM: DRW:
T05 Wgt:72.8lbs / ... 02/25/15
7' 10'1"8 17'1"8
7' 3'1"8 7'
=4X8 1114X5
3.5 p C T2 D
T ;3X4 E 3X4(C4)
r- =6C4)
C4) B 3X4
iv =4X5 =4X5(C4)
1 J 10'1"2
1112X4 -5X7
H G
7'1"12 2'10"4 7'1"8
AL
7'1"12 10' 17'1"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): 0.093 E 999 240 A 915 /289 /- /- /- /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.177 E 999 202 F 915 /289 /- /- /- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.028 B - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C - HORZ(TL): 0.054 B A Min Brg Width Req= 1.5 -
NCBCLL:10.00 Mean Height:15.00 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: 0.411 Bearings A&F Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.970
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.178 Maximum Top Chord Forces Per Ply(Ibs)
p g
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 718-2261 D-E 703 -2225
Wind Duration:1.60 WAVE VIEW Ver:14.03.016.0122.23 B-C 701 -2227 E-F 719 -2259
Lumber Additional Notes C-D 654-2123
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is
To chord 2x4 SP M-30:T2 2x4 SP#2: 2-7-2• Maximum Bot Chord Forces Per Ply(Ibs)
Top Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP M-31
Webs 2x4 SP#3 A-H 2106 -659 G-F 2104 -661
:Lt Slider 2x4 SP#3:BLOCK LENGTH= 2.000' H-G 2114 -656
:Rt Slider 2x4 SP#3:BLOCK LENGTH= 2.000'
Lumber value set"l 3B"uses design values approved Maximum Web Forces Per Ply(Ibs)
1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp.
Special Loads C-H 148 0 G-D 155 0
-(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) C-G 11 0
TC-From 55 plf at 0.00 to 55 plf at 7.00
TC-From 27 plf at 7.00 to 27 plf at 10.13
TC-From 55 plf at 10.13 to 55 plf at 17.13
BC-From 10 plf at 0.00 to 10 plf at 7.01
BC-From 5 plf at 7.01 to 5 plf at 10.12
BC-From 10 plf at 10.12 to 10 plf at 17.13
TC- 176 lb Conc.Load at 7.06,8.56,10.06
BC- 100 lb Conc.Load at 7.06,8.56,10.06
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 17.13
BC 112 0.00 17.13
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads and reactions based on MWFRS.
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
39811thSt Ply:1 SEQN:17450/T50 I COMN
Custom Qty: 4 FROM: DRW:
T07 Wgt:106.4lbs / ... 02/25/15
12' 18' 24'
6, 6, 6,
C=4X4
12
_ 6
o_ %2X4 B D//2X4
<D
iD
=21X4( 2) E=3X4(132)
s'�o 10'1"2
=3X4 =3X4 =3X4
H G F
8' 4' 4' 8'
8' 12' 16' 24'
Loading Criteria(psi) 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): 0.089 F 999 286 A 846 /238 /368 1- /154 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.165 F 999 286 E 846 /238 /368 /- /- /5.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.041 F - - Wind reactions based on MWFRS
Des Ldp-x.00 EXP:C HORZ(TL): 0.077 F - A Mir.�Width Req= 1.5
NCBCLL:10.00 Mean Height:15.00 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: 0.498 Bearings A&E Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.810
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.177 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.00 it FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 519-1466 C-D 522 -1291
Wind Duration:1.60 WAVE VIEW Ver:14.03.01 G.0122.23 B-C 522-1290 D-E 519 -1467
Lumber
Value Set:138(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x4 SP#2
Bot chord 2x4 SP#2 A-H 1240 -384 G-F 852 -190
Webs 2x4 SP#3 H-G 852 -190 F-E 1240 -384
Lumber value set"1313"uses design values approved
1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs)
Purlins Webs Tens.Comp. Webs Tens. Comp.
In lieu of structural panels or rigid ceiling use purlins B-H 213 -300 C-F 465 -149
to laterally brace chords as follows: H-C 464 -149 F-D 213 -300
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 24.00
BC 120 0.06 23.94
Apply pudins 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
6-6-10.
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 !rAP X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
A
FILE COPY
398 11 th Street
HVAC Load Calculations
for
Bosco Custom Homes
E E-
RHVAC I-
Rgsmgl�MALHVAC
LOADS
Prepared By:
Jason McDuffie
Home Energy Services
2060 Davis Rd.
Jacksonville, FL 32218
904 757-3569
Monday, February 16, 2015
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.
Rhvac-Residential&Light Commercial HVAC Loads Elite software Development11n
Home Energy Services 398 11th S
Jacksonville,FL 32218 _ Pa
-- — — —
Project Report
General Project Information
Project Title: 398 11th Street
Designed By: Alexa Laughren
Project Date: Monday, February 16, 2015
Project Comment: This equipment can be replaced in name or by equal or greater SEER or HSFP as stated on
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 South
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
Total Building Supply CFM: 1,570 CFM Per Square ft.: 0.642
Square ft. of Room Area: 2,445 Square ft. Per Ton: 728
Volume(ft3)of Cond. Space: 23,200
Building Loads
Total Heating Required Including Ventilation Air: 35,091 Btuh 35.091 MBH
Total Sensible Gain: 34,503 Btuh 86 %
Total Latent Gain: 5,777 Btuh 14 %
Total Cooling Required Including Ventilation Air: 40,280 Btuh 3.36 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:\ ...\39811thStreet.rh9 Monday, February 16, 2015, 3:51 PM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Home Energy Services 398 11th Street
Jacksonville,FL 32218 Pa e3
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°
Input 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
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
97 CFM 97 CFM
Infiltration Actual: 0.250 AC/hr 0.250 AC/hr
Above Grade Volume: X 23,201 Cu.ft. X 23,201 Cu.ft.
5,800 Cu.ft./hr 5,800 Cu.ft./hr
X 0.0167 X 0.0167
Total Building Infiltration: 97 CFM 97 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(50 CFM)
Summer Infiltration Specified: 0.250 AC/hr(50 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(47 CFM)
Summer Infiltration Specified: 0.250 AC/hr(47 CFM)
Duct Load Factor Scenarios for System 1
Attic Duct Duct Surface From
Noe T e Description Location Ceiling ____ Leakage Insulation Area [T]MDD
1 Supply Main Attic 16B 0.09 6 324 No
1 Return Main Attic 16B 015 6 120 No
Duct Load Factor Scenarios for System 2
Attic Duct Duct Surface From
[No. Type Description Location Ceiling _ Leakage Insulation Area MDD
1 Supply Main Attic 16B 0.12 6 336 No
1 Return Main Attic 16B 0.24 6 124 No
C:\ ...\39811thStreet.rh9 Monday, February 16, 2015, 3:51 PM
Rhvac-Residential&Light Commercial HVAC Loads Elite Soware Development,Inc.
Home Eft
nergy Services 398 11th Street
Jacksonville FL 32218 1W Page 4
Load Preview Report
Net ft.' Sen Lat Net Sen SFlytg Cis Arc Duct
Scope Ton:, rro Area Gain Gain Gain Loss - g Size
CFM CFM CFM,
Building 3.36 728 2,445 34,503 5,777 40,280 35,091 710 1,570 1,570
System 1 1.63 735 1,200 16,313 3,266 19,579 20,199 408 742 742 16
Duct Latent 689 689
Zone 1 1,200 16,313 2,577 18,890 20,199 408 742 742 16
1 Dining 216 2,803 495 3,298 6298 127 128 128 2-5
2-Great Room 434 6,820 1 170 7,990 5,558 112 310 310 3-5
3-Bath 1 66 0 0 0 0 0 0 0 0-0
4-Kitchen 289 4,456 570 5,026 4,662 94 203 203 2-5
5-Bedroom 4 195 2235 342 2,577 3,681 74 102 102 1-5
System 2 1 73 722 1,245 18,189 2,511 20,700 14,892 301 828 828 16
Duct Latent 1,036 1,036
Zone 1 1,245 18,189 1,475 19,664 14,892 301 828 828 16
6-Hall 125 1,301 140 1,441 1223 25 59 59 1-4
7-Bath2 48 119 0 119 86 2 5 5 1-4
8-Bedroom 2 180 3,429 265 3,694 2,476 50 156 156 2-0
9-Bath 3 48 405 55 460 555 11 18 18 1-4
10-Bedroom 3 180 3,599 265 3,864 2,668 54 164 164 2-5
11-Laundry 64 975 80 1,055 788 16 44 44 1-4
12-Master Bedroom 297 5,755 320 6,075 3,987 81 262 262 3-5
13-M Closet 86 212 0 212 154 3 10 10 1-4
14-Master Bath 200 1,739 300 2,039 2,463 50 79 79 1-5
15-M Toilet 18 655 50 705 493 10 30 30 1-4
C:\ ...\39811thStreet.rh9 Monday, February 16, 2015, 3:51 PM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Home Energy Services 398 11th Street
Jacksonville,FL 32218 Page 5
Duct Size Preview
Room or Minimum Maximum Rough. Designi SPI Duct Duct Htg Clg Act. Duct
Source ty ty ty 9t Fbw Flow Flow Size
Duct Name i Vel oci Vel Factor L/100 Loss Veloci Len h
System 1
Supply Runouts
Zone 1
1-Dining Built-In 450 750 0.01 0.1 467.6 127 128 2-5
2-Great Room Built-In 450 750 0.01 0.1 526.7 112_' 310 3-6
3-Bath 1 Built-In 450 750 0.01 0.1 0 0_ 0 0-0
4-Kitchen Built-In 450 750 0.01 0.1 516.3 94-I 203 2-5
5-Bedroom 4 Built-In 450 750 0.01 0.1 517.9 74 102 1-5
Other Ducts in System 1
Supply Main Trunk Built-In 550 600 0.01 0.1 531.6 408_ 742 16
System 2
Supply Runouts
Zone 1
6-Hall Built-In 450 750 0.01 0.1 678.1 25_I 59 1-4
7-Bath2 Built-In 450 750 0.01 0.1 62 2-I 5 1-4
8-Bedroom 2 Built-In 450 750 0.01 0.1 572.1 50_I 156 2-5
9-Bath 3 Built-In 450 750 0.01 0.1 211 11_ 18 1-4
10-Bedroom 3 Built-In 450 750 0.01 0.1 600.5 54_ 164 2-5
11-Laundry Built-In 450 750 0.01 0.1 508.4 16_I 44 1-4
12-Master Bedroom Built-In 450 750 0.01 0.1 640.1 81 _I 262 3-5
13-M Closet Built-In 450 750 0.01 0.1 110.7 3_ 10 1-4
14-Master Bath Built-In 450 750 0.01 0.1 580.4 50_ 79 1-5
15-M Toilet Built-In 450 750 0.01 0.1 341.6 10-I 30 1-4
Other Ducts in System 2
Supply Main Trunk Built-In 550 600 0.01 0.1 592.7 301 828 16
Summary
System 1
Heating Flow: 408
Cooling Flow: 742
System 2
Heating Flow: 301
Cooling Flow: 828
C:\ .e.\39811thStreet.rh9 Monday, February 16, 2015, 3:51 PM
Home Energy
Services
ervic $Light Commercial HVAC Loads Elite Software Development,11Street
t
Total Building Summary Loads
Component Area Sen Lat Sen
Description Quan Loss Gain Gain
4A-6-o: Glazing-Double pane low-e(e = 0.20 or less), 393.2 5,234 0 6,464 6,464
high performance, operable window, e=0.05 on
surface 2, any frame, outdoor insect screen with 50%
coverage, light color blinds at 45°with 50%
coverage, u-value 0.35, SHGC 0.35
10D-f: Glazing-French door, double pane low-e glass(e = 136 1,808 0 1,942 1,942
0.10), insulated fiberglass frame, u-value 0.35,
SHGC 0.35
12E-Osw: Wall-Frame, R-19 insulation in 2 x 6 stud 2248.2 5,808 0 3,423 3,423
cavity, no board insulation, siding finish, wood studs
16B-30: Roof/Ceiling-Under Attic with Insulation on Attic 1261 1,532 0 2,219 2,219
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 146 7,535 0 0 0
insulation below floor, any floor cover, passive, heavy
moist soil
20P-19: Floor-Over open crawl space or garage, Passive, 51 97 0 38 38
R-19 blanket insulation,any cover
Subtotals for structure: 22,014 0 14,086 14,086
People: 5 1,000 1,150 2,150
Equipment: 0 7,300 7,300
Lighting: 0 0 0
Ductwork: 9,041 1,725 9,841 11,566
Infiltration: Winter CFM: 97, Summer CFM: 97 4,036 3,052 2,126 5,178
Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0
Total Building Load Totals: 35,091 5,777 34,503 40,280
Check ures
Total Building Supply CFM: 1,570 CFM Per Square ft.: 0.642
Square ft. of Room Area: 2,445 Square ft. Per Ton: 728
Volume(ft')of Cond. Space: 23,200
Building Loads
Total Heating Required Including Ventilation Air: 35,091 Btuh 35.091 MBH
Total Sensible Gain: 34,503 Btuh 86 %
Total Latent Gain: 5,777 Btuh 14 %
Total Cooling Required Including Ventilation Air: 40,280 Btuh 3.36 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:\ ..\39811thStreet.rh9 Monday, February 16, 2015, 3:51 PM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Home Energy Services 398 11th Street
Jacksonville,FL 32218 _ --------Page 7
Building Pie Chart
Infiltration 12%
Floor 22%,
Building Roof 4%__ Ductwork 26%
Loss �... ---
35,091
Btuh
i
Wall 17%
Glass 20%
Floor 0%
Roof 6% Infiltration 13%
Wall 8%
Building Glass 21%_Gai _
40,280 _Ductwork 29%
Btuh
People 5%
Equipment 18%
CA ,.A39811thStreet.rh9 Monday, February 16, 2015, 3:51 PM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Home Energy Services 398 11th Street
Jacksonville,FL 32218 Page 8
System 1 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---
1 Dining 216 6,298 127 2-5 468 2,803 495 128 128
2 Great Room 434 5,558 112 3-6 527 6,820 1,170 310 310
3 Bath 1 66 0 0 0-0 0 0 0 0 0
4 Kitchen 289 4,662 94 2-6 516 4,456 570 203 203
5 Bedroom 4 195 3,681 74 1-6 518 2,235 342 102 102
Duct Latent 689
System 1 total 1,200 _ 20,199 408 16,313 3,266 742 742
System 1 Main Trunk Size: 16 in.
Velocity: 532 ft./min
Loss per 100 ft.: 0.048 in.wg
Cooling System Summary
Cooling Sensible/Latent Sensible
Tons Split Btuh
Net Required: 1.63 83% / 17% 16,313 3,266 19,579
Actual: 1.95 75%/25% 17,550 5,850 23,400
Equipment Data
Heating System Cooling System
Type: Air Source Heat Pump Air Source Heat Pump
Model: 25HCD324(A,W)"`30 25HCD324(A,W)- 30
Indoor Model: FB4CNF024L
Brand: CARRIER CARRIER
Description: Air Source Heat Pump Air Source Heat Pump
Efficiency: 7.7 HSPF 13 SEER
Sound: 0 0
Capacity: 22,000 Btuh 23,400 Btuh
Sensible Capacity: n/a 17,550 Btuh
Latent Capacity: n/a 5,850 Btuh
AHRI Reference No.: n/a 7017339
C:\ .-\3981 1 thStreet.rh9 Monday, February 16, 2015, 3:51 PM
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
Home Energy Services 398 11th Street
Jacksonville,FL 32218 _ Pa e9
System 2 Room Load Summary
Htg Min Run Run CIg Cig Min
Room Area Sens Htg Duct Duct Sens Lat Clg S'
No Name SF Btuh CFM Size Vel Btuh Btuh CFM CF
---Zone 1---
6 Hall 125 1,223 25 1-4 678 1,301 140 59 59
7 Bath 2 48 86 2 1-4 62 119 0 5 5
8 Bedroom 2 180 2,476 50 2-5 572 3,429 265 156 156
9 Bath 3 48 555 11 1-4 211 405 55 18 18
10 Bedroom 3 180 2,668 54 2-5 600 3,599 265 164 164
11 Laundry 64 788 16 1-4 508 975 80 44 44
12 Master Bedroom 297 3,987 81 3-5 640 5,755 320 262 262
13 M Closet 86 154 3 1-4 111 212 0 10 10
14 Master Bath 200 2,463 50 1-5 580 1,739 300 79 79
15 M Toilet 18 49.3 10 1-4 342 655 50 30 30
Duct Latent 1,036
System 2 total 1,245 14,892 301 18,189 2,511 828 828
System 2 Main Trunk Size: 16 in.
Velocity: 593 ft./min
Loss per 100 ft.: 0.060 in.wg
Cooling System Summary
Cooling Sensible/Latent Sensible Latent
Tons Split Btuh Btuh Btuh
Net Required: 1.73 88% / 12% 18,189 2,511 20,700
Actual: 1.95 75% /25% 17,550 5,850 23,400
Equipment Data
Heatinq SVstem Coolinq System
Type: Air Source Heat Pump Air Source Heat Pump
Model: 25HCD324(A,W)'-30 25HCD324(A,W)"'30
Indoor Model: FB4CNF024L
Brand: CARRIER CARRIER
Description: Air Source Heat Pump Air Source Heat Pump
Efficiency: 7.7 HSPF 13 SEER
Sound: 0 0
Capacity: 22,000 Btuh 23,400 Btuh
Sensible Capacity: n/a 17,550 Btuh
Latent Capacity: n/a 5,850 Btuh
AHRI Reference No.: n/a 7017339
C:\ ...\3981 1 thStreet.rh9 Monday, February 16, 2015, 3:51 PM
FORM 405-10
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: 398 11 th Street Builder Name: Bosco Custom Homes
Street: 398 11th Street Permit Office: Duval
City,State,Zip: Atlantic Beach,FL,32233- Permit Number: FILE COPYOwner: Jurisdiction: 261100
Design Location: FL,Jacksonville
1 New construction or existing New(From Plans) 9. Wall Types(2777.5 sqft.) Insulation Area
2. Single family or multiple family Single family a.Frame-Wood,Exterior R=19.0 2777.50 ft2
b.N/A R= ft2
3. Number of units,if multiple family 1 c. N/A R= ft2
4. Number of Bedrooms 4 d.N/A R= ft2
5. Is this a worst case? No 10.Ceiling Types (1245.0 sqft.) Insulation Area
a.Under Attic(Vented) R=30.0 1245.00 ft2
6 Conditioned floor area above grade(ft2) 2445 b.N/A R= ft2
c.N/A R= ft2
Conditioned floor area below grade(ft2) 0
11.Ducts R ft2
7 Windows(529.3 sqft.) Description Area a.Sup:Attic,Ret: 1st Floor,AH: 1st Floor 6 244.5
a. U-Factor: Dbl,U=0.35 529.25 ft2 b.Sup: Attic,Ret:2nd Floor,AH:2nd Floor 6 244.5
SHGC: SHGC=0.35
b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency
SHGC: a.Central Unit 23.4 SEER:13.00
b.Central Unit 23.4 SEER:13.00
c. U-Factor: N/A ft2
SHGC: 13.Heating systems kBtu/hr Efficiency
d. U-Factor: N/A ft2 a.Electric Heat Pump 23.4 HSPF:7.70
SHGC: b.Electric Heat Pump 23.4 HSPF:7.70
Area Weighted Average Overhang Depth: 4.601 ft.
Area Weighted Average SHGC: 0.350 14.Hot water systems
a.Natural Gas Tankless Cap:1 gallons
8 Floor Types (2445.0 sqft.) Insulation Area EF:0.590
a.Slab-On-Grade Edge Insulation R=0.0 1200.00 ft2 b. Conservation features
b.Floor Over Other Space R=0.0 1200.00 ft2 None
c.other(see details) R= 45.00 ft2 15.Credits Pstat
Glass/Floor Area: 0.216 Total Proposed Modified Loads: 39.24 PASS
Total Standard Reference Loads: 55.18
1 hereby certify that the plans and specifications covered by Review of the plans and O�THE Sr4.,,
this calculation are in compliance with the Florida Energy specifications covered by this
Code. calculation indicates compliance „
zi 1Q44i
with the Florida Energy Code. +++++, =°• ,
PREPARED BY: 17/2015 Before construction is completed
DATE. this building will be inspected for 0 � a
compliance with Section 553.908
I hereby certify that this building, as s. ned, is in compliance Florida Statutes.
with the Florida Energy Co COO WEA
OWNER/AGEN _- _ BUILDING OFFICIAL:DATE:
DATE: - - -
- Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist
2/16/2015 4:37 PM EnergyGauge®USA-FlaRes2010 Section 405 41 Compliant Software Page 1 of 6
PROJECT
Title: 398 11 th Street Bedrooms: 4 Address Type: Street Address
Building Type: User Conditioned Area: 2445 Lot#
Owner: Total Stories: 2 Block/SubDivision:
#of Units: 1 Worst Case: No PlatBook:
Builder Name: Bosco Custom Homes Rotate Angle: 0 Street: 398 11th Street
Permit Office: Duval Cross Ventilation: County: Duval
Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach,
FamilyType: Single-family FL, 32233-
New/Existing: New(From Plans)
Comment:
CLIMATE
/ IECC Design Temp Int Design Temp Heating Design Daily Temp
�/ Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range
FL,Jacksonville FL—JACKSONVILLE—INT 2 32 93 70 75 1281 49 Medium
BLOCKS
Number Name Area Volume
1 Blockl 1200 12000
2 Block2 1245 11205
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 1 st Floor 1200 12000 Yes 5 1 1 Yes Yes Yes
2 2nd Floor 1245 11205 No 0 3 1 Yes Yes Yes
FLOORS
# Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Slab-On-Grade Edge Insulatio 1 st Floor 146 ft 0 1200 ftz ____ 0.3 0 0.7
2 Raised Floor 2nd Floor ____ ____ 45 ft2 19 0 0 1
3 Floor Over Other Space 2nd Floor ____ ___- 1200 ft' 0 0 0 1
ROOF
/ Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg)
1 Hip Metal 1392 ft' 0 ft' Light 0.96 No 0.9 No 0 26.6
ATTIC
V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC
1 Full attic Vented 300 1245 ft' N N
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CEILING
# Ceiling Type Space R-Value Area Framing Frac Truss Type
1 Under Attic(Vented) 2nd Floor 30 1245 ft2 0.11 Wood
WALLS
Adjacent Space Cavity Width Height Sheathing Framing Solar Below
_ nmt In Wall Type _ p R-Values _F1__1t-_ __Fi__An__ -_- Area_. R-Value Fraction_ AtqGrndp%
_ 1 E Exterior Frame-Wood 1 st Floor 19 8.5 0 10 0 85.0 ft2 0 0.23 0.8 0
2 S Exterior Frame-Wood 1 st Floor 19 12 0 10 0 120.0 ft2 0 0.23 0.8 0
_ 3 W Exterior Frame-Wood 1 st Floor 19 25 0 10 0 250.0 ft2 0 0.23 0.8 0
_ 4 E Exterior Frame-Wood 1 st Floor 19 17 0 10 0 170.0 ft2 0 0.23 0.8 0
_ 5 S Exterior Frame-Wood 1 st Floor 19 17 0 10 0 170.0 ft2 0 0.23 0.8 0
_ 6 E Exterior Frame-Wood 1 st Floor 19 17 0 10 0 170.0 ft2 0 0.23 0.8 0
7 N Exterior Frame-Wood 1 st Floor 19 17 0 10 0 170.0 ft2 0 0.23 0.8 0
_ 8 E Exterior Frame-Wood 1st Floor 19 3.5 0 10 0 35.0 ft2 0 0.23 0.8 0
9 N Exterior Frame-Wood 1 st Floor 19 13 0 10 0 130.0 ft2 0 0.23 0.8 0
_10 W Exterior Frame-Wood 1 st Floor 19 15 0 10 0 150.0 ft2 0 0.23 0.8 0
11 W Exterior Frame-Wood 2nd Floor 19 14 0 9 0 126.0 ft2 0 0.23 0.8 0
12 W Exterior Frame-Wood 2nd Floor 19 14.5 0 9 0 130.5 ft2 0 0.23 0.8 0
13 N Exterior Frame-Wood 2nd Floor 19 12 0 9 0 108.0 ft2 0 0.23 0.8 0
14 N Exterior Frame-Wood 2nd Floor 19 5.5 0 9 0 49.5 ft2 0 0.23 0.8 0
15 N Exterior Frame-Wood 2nd Floor 19 12 0 9 0 108.0 ft2 0 0.23 0.8 0
_16 E Exterior Frame-Wood 2nd Floor 19 14.5 0 9 0 130.5 ft2 0 0.23 0.8 0
_17 E Exterior Frame-Wood 2nd Floor 19 8 0 9 0 72.0 ft2 0 0.23 0.8 0
18 E Exterior Frame-Wood 2nd Floor 19 15 0 9 0 135.0 ft2 0 0.23 0.8 0
_19 S Exterior Frame-Wood 2nd Floor 19 17 0 9 0 153.0 ft2 0 0.23 0.8 0
20 E Exterior Frame-Wood 2nd Floor 19 6.5 0 9 0 58.5 ft2 0 0.23 0.8 0
21 S Exterior Frame-Wood 2nd Floor 19 12.5 0 9 0 112.5 ft2 0 0.23 0.8 0
22 W Exterior Frame-Wood 2nd Floor 19 11 0 9 0 99.0 ft2 0 0.23 0.8 0
23 W Exterior Frame-Wood 2nd Floor 19 5 0 9 0 45.0 ft2 0 0.23 0.8 0
DOORS
# Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 E Insulated 1st Floor Metal .28 .1 .1 .0 ft2
WINDOWS
Orientation shown is the entered,Proposed orientation.
/ Wall Overhang
V - -
# Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening
1 E 1 Vinyl Low-E Double Yes 0.35 0.35 18.0 ft2 20 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5
2 S 2 Vinyl Low-E Double Yes 0.35 0.35 36.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5
3 W 3 Vinyl Low-E Double Yes 0.35 0.35 18.0 ft2 1 ft 0 in 10 ft 0 in Drapes/blinds Exterior 5
4 E 4 Vinyl Low-E Double Yes 035 0.35 36.0 ft2 6 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5
5 S 5 Vinyl Low-E Double Yes 0.35 0.35 36.0 ft2 6 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5
6 S 5 Vinyl Low-E Double Yes 0.35 0.35 48.0 ft2 6 ft 0 in 1 ft 0 in None None
7 N 7 Vinyl Low-E Double Yes 0.35 0.35 13.5 ft2 11 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5
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WINDOWS
Orientation shown is the entered,Proposed orientation.
Wall Overhang
V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening
8 N 7 Vinyl Low-E Double Yes 0.35 0.35 40.0 ft2 11 ft 0 in 1 ft 0 in None None
9 W 11 Vinyl Low-E Double Yes 0.35 0.35 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5
10 W 12 Vinyl Low-E Double Yes 0.35 0.35 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5
11 N 13 Vinyl Low-E Double Yes 0.35 0.35 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5
12 N 14 Vinyl Low-E Double Yes 0.35 0.35 10.8 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5
13 N 15 Vinyl Low-E Double Yes 0.35 0.35 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5
14 E 16 Vinyl Low-E Double Yes 0.35 0.35 18.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5
15 E 17 Vinyl Low-E Double Yes 0.35 0.35 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5
16 E 18 Vinyl Low-E Double Yes 0.35 0.35 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5
17 S 19 Vinyl Low-E Double Yes 0.35 0.35 30.0 ft2 6.5 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5
18 S 19 Vinyl Low-E Double Yes 0.35 0.35 48.0 ft2 6.5 ft 0 in 1 ft 0 in None None
19 S 21 Vinyl Low-E Double Yes 0.35 0.35 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5
20 W 23 Vinyl Low-E Double Yes 0.35 0.35 12.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5
INFILTRATION
# Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Best Guess .0003 1924 105.62 198.64 .2844 4.9747
HEATING SYSTEM
# System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump None HSPF:7.7 23.4 kBtu/hr 1 sys#1
2 Electric Heat Pump None HSPF:7.7 23.4 kBtu/hr 2 sys#2
COOLING SYSTEM
# System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit None SEER: 13 23.4 kBtu/hr 702 cfm 0.75 1 sys#1
2 Central Unit None SEER: 13 23.4 kBtu/hr 702 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 ft2
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DUCTS
V/ —Supply---- ----Return--- Air CFM 25 CFM25 HVAC#
# Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool
1 Attic 6 244.5 ft 1st Floor 61.125f Default Leakage 1 st Floor (Default) (Default) 1 1
2 Attic 6 244.5 ft 2nd Floor 61.125 f Default Leakage 2nd Floor (Default) (Default) 2 2
TEMPERATURES
ProgramableThermostat: Y Ceiling Fans:
Cooling [ ]Jan [[ ]]Feb Mar [ ]Apr May [X]Jun [X]Jul [X]Aug
Se [ ]Oct Nov Dec
Heatin ( Jan [X]Feb Mar [ ]Apr l May [ ]Jun [ ]Jul [ ]Aug Sep []Oct Nov Dec
Ventin [ ]Jan [[ ]]Feb X Mar M A r [ Ma [ ]Jun [ J Jul [ ]Au Se M Oct HX Nov H 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
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FORM 405-10
Florida Code Compliance Checklist
Florida Department of Business and Professional Regulations
Residential Whole Building Performance Method
ADDRESS: 398 11th Street PERMIT#:
Atlantic Beach, FL, 32233-
MANDATORY REQUIREMENTS SUMMARY -See individual code sections for full details.
COMPONENT SECTIONSUMMARY 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
controls and 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 t 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.
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ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 71
The lower the EnergyPerformance Index, the more efficient the home.
398 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 2777.50 ftZ
b.N/A R= ftZ
3. Number of units,if multiple family 1 c.N/A R= ftZ
4. Number of Bedrooms 4 d.N/A R= ft'
10.Ceiling Types Insulation Area
5. Is this a worst case? No a.Under Attic(Vented) R=30.0 1245.00 ftZ
6. Conditioned floor area(ft') 2445 b N/A R= ftZ
c.N/A R= ftZ
7. Windows" Description Area Z
a. U-Factor: Dbl,U=0.35 529.25 ftZ 11.Ducts R ft
a.Sup:Attic,Ret:1st Floor,AH:1st Floor 6 244.5
SHGC: SHGC=0.35 b.Sup: Attic,Ret:2nd Floor,AH:2nd Floor 6 244.5
b. U-Factor: N/A ftZ
SHGC: 12.Cooling systems kBtu/hr Efficiency
c. U-Factor: N/A ftZ a.Central Unit 23.4 SEER:13.00
SHGC: b.Central Unit 23.4 SEER:13.00
d. U-Factor: N/A ftZ 13.Heating systems kBtu/hr Efficiency
SHGC: a.Electric Heat Pump 23.4 HSPF:7.70
Area Weighted Average Overhang Depth: 4.601 ft. b.Electric Heat Pump 23.4 HSPF:7.70
Area Weighted Average SHGC: 0.350
8 Floor Types Insulation Area 14.Hot water systems Cap:1 gallons
a.Slab-On-Grade Edge Insulation R=0.0 1200.00 ftZ a Natural Gas EF:0.59
b.Floor Over Other Space R=0.0 1200.00 ftZ
c.other(see details) R= 45.00 ftZ b. Conservation features
None
15 Credits Pstat
I certify that this home has complied with the Florida Energy Efficiency Code for Buildingo�VHE STgr�
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compli " „ ". ' ;°'3 0
Builder Signature: Date: /-r a
Address of New Home: 3�(3 �� t 3City/FL Zip: .. y ,�Ljs3 r't'cop` r,fiJy�
"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: 398 11th Street Builder Name: Bosco Custom Homes
Street: 398 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 of subfloor decking.
cantilevered 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 piping and wiring.
Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air
barrier separating 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 drVwall.
Fireplace I Fireplace walls include an air barrier.
EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software
rjL%1�y ;+ City of Atlantic Beach APPLICATION NUMBER
•�� Building Department (To be assigned bythe uilding Department.)
s 800 Seminole Road �_ �
Atlantic Beach, Florida 32233-5445
Phone(904) 247-5826 - Fax(904)247-5845
E-mail: building-dept@coab.us Date routed:
City web-site: http://www.coab.us 2L
APPLICATION REVIEW AND TRACKING FORM
Property Address: / r n d ent review required Yes No
Applicant: D 5 in g
�/ ` Tree Administrator
Project: /V (� � ublic
Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept.of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: [t-pproved. ❑Denied.
(Circle one.) Comments:
�Dl
PLANNING &ZONING Reviewed by: Date: 7-
TREE ADMIN. Second Review:
❑Approved as revised. ❑Deni
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
Jam,,
Building Department
800 Seminole Road
Atlantic Beach,Florida 32233 FILE
(904)247-5800 COPY
PLAN REVIEW COMMENTS
Permit Application # /-5-" ' Fee - '�6g
Property Address: 298 P S 7—
Applicant: /32Se o
Project: �/�ori S/'=•P
This permit application has been:
❑ Approved ............
® Reviewed and the following items need attention: `
e UpS�.k l
k),Ma i ' Pr ?ih h a -�h• - So; 1
/ i o'rl i-n n a jc7A ��o� h r�
r veL ve a
4
ti
���..
�V ,-
4 -r r� I ,
Please re-submit your application when these items have been completed.
Reviewed By: Date: