195 15th St 2014 New Home CITY OF ATLANTIC BEACH
f 800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
SINGLE FAMILY DWELLING NEW
JOB INFORMATION:
Job ID: 14-SFR-161
Job Type: SINGLE FAMILY RESIDENCE
Description: NEW SINGLE FAMILY HOME (PREVIOUSLY 14-1448)
Estimated Value: $300,000.00
Issue Date: 10/21/2014
Expiration Date: 4/19/2015
PROPERTY ADDRESS:
Address: 195 15TH ST
RE Number: None
GENERAL CONTRACTOR INFORMATION:
Name: OSSI CONTRACTING LLC
Address:
Phone: - -
PERMIT INFORMATION:
FEES:
BUILDING PERMIT FEE $1,080.00
STATE DCA SURCHARGE $16.20
PLAN CHECK FEES $540.00
STATE DBPR SURCHARGE $16.20
UTIL REV RESIDENTIAL BLDG $50.00
SEWER SDC-SYSTEM DEV CHG $4,050.00
WATER CONNECT/TAP & METER $800.00
WATER CROSS CONNECTION $50.00
WATER SDC-SYSTEM DEV CHG $1 140.00
PERMI I IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
`S\ CITY OF ATLANTIC BEACH
j 800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
MECHANICAL GAS PIPE PERMIT
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
JOB INFORMATION:
Job ID: 15-MCHG-164
Job Type: MECHANICAL GAS PIPING
Description: GAS PIPING TO RANGE AND GRILL
Estimated Value:
Issue Date: 1/22/2015
Expiration Date: 7/21/2015
PROPERTY ADDRESS:
Address: 195 15TH ST
RE Number: None
GENERAL CONTRACTOR INFORMATION:
Name: AEI INTERNATIONAL CORP.
Address: 7709 ALTON AVE QA LEWIS SPRADLIN
Phone: - -
FEES:
Gas Pipe Outlets $30.00
State Mech DBPR Surcharge $2.00
State Mech DCA Surcharge $2.00
Trade Permit Base Fee $55.00
Total Payments: $89.00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
MECHANICAL PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Rd Atlantic Beach, FL 32233
Ph(904) 247-5826 Fax (904) 247-5845 11
cm ADDRESS: kc1r 1 C�tlh Z,-)+ PERMIT#
PROJECT VALUE $ ARI# REQUIRED
—Air Handling Equipment Only Air Handling Unit & Condenser Condenser Only
NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION
Air Conditioning: Unit Quantity Tons Per Unit
Heat: Unit Quantity BTU's Per Unit Seer Rating
Duct Systems: Total CFM REQUIRED
R PLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION
Air Conditioning: Unit Quantity _ Tons Per Unit
Heat: Unit Quantity _ BTU's Per Unit Seer Rating
Duct Systems: Total CFM REQUIRED
FIRE PREVENTION
Fire Sprinkler System Quantity _ (Requires 3 sets of plans)
Fire Standpipe Quantity _ (Requires 3 sets of plans)
Underground Fire Main Value (Requires 3 sets of plans)
Fire Hose Cabinets Quantity _ (Requires 3 sets of plans)
Commercial Hoods Quantity (Requires 3 sets of plans)
Fire Suppression Systems Quantity _ (Requires 3 sets of plans)
J,1.KE PLACES MISCELLANEOUS:
Prefabricated Fireplace Qty_ Automobile Lifts
Gas Piping Outlets Boilers BTU's
Elevators/Escalators
AI_,L OTHER GAS PIPING Heat Exchanger
Quantity of Outlets � Pumps
#Vented Wall Furnaces Refrigerator Condenser BTU's
4 Water Heaters Solar Collection Systems
Tanks (gallons)
Wells -
OTHER: G�5 ���1 Q awfy �-���U In
1 ---
r,.-rmit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read
this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified
or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Y
Property Owners Namel ,,el Phone Number
Mechanical Company.P1 -� � � � <ti� � Office Phon"17Y VFax
` _ Cit � � f1Etate-zip-
Co. Address ] AjFe 5�L_
!.icenlse Holder(Print): —,257,el -76/� J State Ce ification/Registration# �9/ �-
Notarized Signature of License Holder 1�—
spxf• Notary Public State of Florida Before me this / 9 day of 0a L(QYLL 20 15
' Stephanie Renee McGuire `
2 p� My commission FF 033716 Signature of Notary Public 7 1492A q
44, Expires 08101/2017
s r � CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
J ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5814
SEWER J � - $2,900.00
Total Payments: $10,642.40
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
"S, CITY OF ATLANTIC BEACH
} PUBLIC UTILITIES
zJ
1200 Sandpiper Lane
ATLANTIC BEACH,FL 32233
(904)270-2535 or(904) 247-5874
NEW WATER/SEWER TAP REQUEST
Date: 9/8/14 Project Address: 195 15th St.
No. of Units: 1 Commercial Residential X Multi-Family
New Water Tap(s) & Meter(s) 1 Meter Size(s) 3/4"
New Irrigation Meter Upgrade Existing Meter from to (size)
New Connection to City Sewer 1
Name: Ossi Dev.
Applicant Address:
City: State: FL Zip:
Phone Number: Cell Number:
Email Address Fax:
Signature:
(Applicant)
CITY STAFF USE ONLY
Application# 14-1448
Water System Development Charge $__I 140
Sewer System Development Charge $__4 0 5 0
Water Meter Only $
Water Meter Tap $ 800
Sewer Tap $ 2,900
Cross Connection $ 50
Other $
(notes)
TOTAL $_8,940
APPROVED: Donna Kaluzniak 9/8/14
(Utility Director or Authorized Signature)
ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES
CAN BE ASSESSED
City of Atlantic Beach r
APPLICATION NUMBER
Building Department � �K•�ry . (To be assigned by the Building Department.)
800 Seminole Road
` - r) Atlantic Beach, Florida 32233-5445 SEP 2014 /
Phone(904)247-5826 • Fax(904) 247- 845
E-mail: building-dept@coab.us Date routed: 3
City web-site: http://www.coab.us "fit ---
APPLICATION REVIEW AND TRAC r;ING FORM
Property Address: l.�i� DOhl-A dIV01 Departent review required Yes No
� ?AppIiCant:
Tree Ad-inistrator
Project: ���,(� �jC� Public V, !:s
<'Publjc t biities
Pu is � y
Fire Sew'
40-1-
Review fee $ D Dept Signature n
R
Other Agency Review or Permit Required Review or ecc. Date
of Permit Verified s:-- Q n
Florida Dept. of Environmental Protection
Florida Dept. of Transportation I o
St. Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco CQ rr�C�
Other.-
APPLICATION STATUS _ - 's f5 Q- 16 r 7 1 r
Reviewing Department First Review: Approved. ❑Denie. W.4 S
(Circle one.) Comments:
BUILDING
PLANNING &ZONING Reviewed by: Date.-
TREE ADMIN.
Second Review: ❑Approved as revised. ❑Denied.
*PUBLIC
O S Comments:
S
F TY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied.
Comments:
Reviewed by: ___ Date:
Revised 05/14/09
CITY OF ATLANTIC BEACH
! . J 800 SEMINOLE ROAD
1 s) ATLANTIC BEACH, FL 32233
J
PLUMBING PERMIT INSPECTION PHONE LINE 247-5814
ALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
JOB INFORMATION:
Job ID: -
Job Type: PLUMBING ONLY
Description: 23 fixtures new sewer
Estimated Value:
Issue Date: 10/22/2014
Expiration Date: 4/20/2015
PROPERTY ADDRESS:
Address: 195 15TH ST
RE Number: None
GENERAL CONTRACTOR INFORMATION:
Name: SANVILLE, MIKE PLUMBING
Address:
Phone: - -
FEES:
State PLMG DBPR Surcharge $2.00
State PLMG DCA Surcharge $2.00
Plumbing Fixtures $168.00
Trade Permit Base Fee $55.00
Total Payments: $227.00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
PLUMBING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Rd Atlantic Beach, FL 32233
Ph(904) 244,7/-5826 Fax (904)247-5845
JOB ADDRESS: �j g� eaj PERMIT
NEW OR REPLACEMENT INSTALLATION: Project Value$
TYPE of FIXTURE QTY TYPE of FIXTURE QTY
Bathtub Septic Tank&Pit
Clothes Washer Shower
Dishwasher _� Shower Pan
Drinking Fountain Slop Sink
Floor Drain Three Compartment Sink
Floor Sink Toilet ,
Hose Bibs Urinal
Kitchen Sink Vacuum Breakers
Laundry Tray Water Connected Appliances —�
Lavatory Water Heater _
Other Fixtures Water Treating System _ v
RE-PIPE:
TYPE of FIXTDRE QTY TYPE of FIXTURE QTY
Bathtub Septic Tank&Pit
Clothes Washer Shower
Dishwasher Shower Pan
Drinking Fountain Slop Sink
Floor Drain Three Compartment Sink
Floor Sink Toilet
Hose Bibs Urinal
Kitchen Sink Vacuum Breakers
Laundry Tray Water Connected Appliances
Lavatory Water Heater
Other Fixtures Water Treating System
APSCELLANEOUS:
Sewer Replacement ❑ Back Flow Preventer ❑ Grease Interceptor(Trap) gallons(Requires 3 sets of plans)
❑ Lawn Sprinkler System-Number of Heads ❑ Well
**SIRWD Well Completion Form. Completed form to be submitted to the Building Department for final inspection.**
❑ Other
Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read
this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified
or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction.
Property Owners Name r Phone Number
Plumbing Company J/mo/y�i*P � /( )t117 C atJ✓x�lt�fice Phone Fax
Co. Address: � (� ��l��K01 la City %-A- State Ef -Zip
-v+v�v-rte T
License Holder (Print): U/r St Certifica o �egistra�fion 0 G
Notarized Signature of License Holder
Before me this day of 20
Signature of Notary Public
City of Atlantic Beach APPLICATION NUM6ER
Building department I o be assigned by the Building Department.)
800 Seminole Road /
Atlantic Beach, Florida 32233-5445 t
Phone (904)247-5826 - Fax(904) 247-5845 S>
E-mail: building-dept@coab.us L Date routed:
City web-site: http://www.coab.us
APPLICATION REVIEW IES!! ANI® TRACKING FORM
�I?S_ /fin'Jrt
Property Address: �� O(.� d1VC1art,' nt review required Yes No
Build'
Applicant: ��j s7 �� V g Zonin
Tree Adn nistrator
Project: ���,(, rn ublic Works
t
blic U ties 75blic S:-,- ye Sei ,;:es —
____
Review fee $ Dept Signature T a g
Other Agency Review or Permit Required Review or Recc,',:;:
ma fa
of Permit Verified 3y ®ade � � �d��,�ivn
Florida Dept.of Environmental Protection — � `
Florida Dept. of Transportation C(,/) ��
St. Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants Cd 1"r�CT
Division of Alcoholic Beverages and Tobacco
Other: �� ss
APPLICATION STATUS � 'S IS Q- laT� �'/}A r
Reviewing Department First Review: ❑Approved. [XDenie, N.4 S
(Circle one.) Comments:
BUILDING
PLANNING &ZONING Reviewed by: �� �/ p
Date: / /• /e�
TREE ADMIN. Second Review: pproved as revised. enied.
PUBLIC WORKS Comments: K
PUBLIC UTILITIES gf7, ,e,,�.���(f/7Y
PUBLIC SAFETY A0)t�fi„ ao%ES e�R viewec'I'b� G [/
Y Date: 11/
FIRE SERVICES Third Review: ❑Approved as revised. Denied.
Comments:
Reviewed by:
Date.
Revised 05/14/09
Doc 4 2014208 13,OR BK 16912 rage 1168,
Number Pages:1
Recorded 09/16/2014 at 11:12 AM,
Ronnie Fussell CLERK CIRCUIT COURT DUVAL
COUNTY
Prepared by and Return To: RECORDING$10.00
D. R. Repass
501 Riverside Avenue, Suite 901
Jacksonville, FL 32202
DECLARATION OF COVENANT FOR LOT COVERAGE RATIO
THIS DECLARATION is made this ( day of September, 2014, by OSSI
DEVELOPMENT INC., a Florida corporation (the "Declarant"), which declares that the real
property described as Lot 2, Block 63, MANDALAY, a subdivision according to the plat thereof
recorded at Plat Book 10, Page 11, in the Public Records of Duval, County, Florida (the
"Property"), which is owned by the Declarant, shall be held, transferred, sold, conveyed and
occupied subject to the covenants and restrictions set forth in this Declaration which shall be
deemed to be covenants running with the title to the Property and shall be binding upon the
Declarant and all parties having or acquiring any right, title or interest in the Property or any part
thereof.
BUILDING RESTRICTIONS
Declarant agrees that the maximum impervious surface for the Property shall be Forty-
Eight (48) percent. This building restriction is being made for the benefit of the City of Atlantic
Beach (the "City") and is done in connection with the City's issuance of a certificate of
occupancy for Lot 1, Block 63, MANDALAY, which contains an impervious surface of Fifty-
Two (52)percent.
IN WITNESS WHE +O/F,"the Declarant has caused this instrument to be executed under seal
this�S day of , 2014.
Signed, sealed and delivered
in the presence of: Ossi Development Inc.,/ Florida corporation
1 ,
%f By: {{
(Pri ame) (Print Name
✓fL�-C Title: �����. T�"�
(Print Name)
STATE OF FLORIDA
COUNTY OF DUVAL
The foregoing instrupent was acknowledged before me this �S� day of
2014, by 6551 the of
Ossi Development Inc., a Flori corporation, on behalf of the company, who is_personally
.u► uuu
known to me yHl'�y. as identification.
19,
== Ff 781162 #o`
City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
SS
800 Seminole Road
Atlantic Beach, Florida 32233-5445 1p
Phone(904)247-5826 - -ix(904)247-5845 a '
�s City web-site: http:Hww� ib.us Date routed:
I t otj l o l l ul
APPLICATION REVIEW AND TRACKING FORM
Property Address: I Department review required Yes No
Building
Applicant: V�S ���V Planning &Zonin
, __ \\ Tree Administrator
Project: N�w S r2l Public Works
Public Utilities
Public Safety
Fire Services
Review fee $ Dept Signature
CONTRACTOR EMAIL ICRESS �aCl� s5� �tvz� —E
CONTRACTOR CONTA( # q OL4 --- Cp 10 3 I Q
APPLICATION STATUS
Reviewing Department First Review ❑Approved. ❑Denied.
(Circle one.) Comments:
BUILDING
PLANNING &ZONING Reviewed by: Date:
TREE ADMIN. Second Rei. ❑Approved as revised. ❑Denied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES
Third Reviev [-]Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
REVISED 09252014
■:'; Bt1flDING dEPARTMENT .�
Submission Date: 9/3/Z014
Estimated Camp. Date: 9/23/Z014 Estr
Actual Comp. Date: La
jlast Action Qate.�me
��:' PLANNING AND ZONING DISSAPPRt7...'
Submission Date: 9/3/2014
Estimated Comp, Q�te: 9/Z3/2014
Actual Comp. Qate: 9/10/2014
iLast Action Date,�me: 10/6/Z014 �}
•._ UTII_TfY DEPT.. APPROVED... '\ �•e4„,
Submission Date. 9/3/Z014
Estimated Comp. Date; 4/23/2014
Actual Comp. Date;
hast Action DatelTime
"�:; PUBLIC WORKS APPROVED...
Submission Date; 9/3/Z014
Graham, Shirley
To: Walker, Jerinifer
Plan Review
On
''`� F�'irn.aarl �nmr r'i�tc Q/7?/7flld
AtLOI wtLo SeA rk
Building Permits
Atlantic Beach, Fl 32233
9042475800
sgraham@coab.us
a "J/-'i_ City of Atlantic Beach
Building Department APPLICATION NUMBER
SV 9o be assigned by the Building Department.)
�j 800 Seminole Road _ �_ I J
V�I Atlantic Beach, Florida 32233-5445 (p
Phone(904)247-5826 • Fax(904)247-5845
City web-site: http://wwxA,coab.us Date routed:
--94-3
i t OBJ 101 I
APPLICATION REVIEW AND TRACKING FORM
Property Address: _J S�h �� epa t review required Yes No
, / Buildin
Applicant: V'�S D�V Planninc_&Zoning
,/� Tree Ad inistrator
Project: 1 y�vV S�' /2- Public VV' rks
Public l ?es
Public -,ty
Fire Senm„es
Review fee $ Dept Signature
CONTRACTOR EMAIL J :DDRESS 2041<-P, Q.S%dtvr-1 4 , GOrr\
CONTRACTOR CONTACT # gC)L4 l O 3l Q� ,
.1 �t
APPLICATION
STATUS
Reviewing Department First Review []Approved. ❑Denis
(Circle one.) Comments:
BUILDING
PLANNING &ZONING Reviewed by: Date:
TREE ADMIN.
Second Rev; : []Approved as revised. VIDenied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES /
PUBLIC SAFETY Reviewed by: eta ' Date: /O O ( T
FIRE SERVICES _
Third Review- Approved as revised. ❑Denied
Comments:
Reviewed by: ` Date: t Ofzf <'t'
REVISED 09252014
ATTENTION CONTRACTOR
10/20/14. HOLD ROUGH INSPECTIONS FOR ISSUES BELOW.
4. Door 6 must be clear 29", per FBC-R320. Full bathroom off of rear porch.
6. Metal roof requires a separate permit.
10. Energy Sheets.
Please provide complete energy package, including Jurisdiction Number on page
1, Air Barrier and Insulation Inspection Checklist (checked off to
acknowledge the requirements) , complete Manuals J, D, and S, and complete and
sign EPL Display Card.
- A floor plan with duct layout can be submitted in lieu of a Manual D.
Please submit a Manual D or a clear, legible equivalent, including floor
plan; duct layout, size, and total effective length; available static
pressure; friction loss for the type of duct material(s) used; the greater
CFM of either heating or cooling load from each room; and the Standard used
for the calculations.
-Review floor insulation on Page 1.
-More than one Manual J was submitted with different figures, please clarify.
-Equipment size is limited to 1.15% of load.
-Review "Internal Gains" on worksheet. None listed.
11. Florida Product Approval.
This location is in Wind Exposure 'D' . Some products that usually qualify in
Exposure 'B' will not qualify in this location; that is the case with several
products on this project, including garage door.
Please review all products and verify that they meet the wind pressures
indicated on Engineering pages and revise Florida Product Approval Sheets to
show decimal places of Numbers. Product Approval Numbers usually include
more than one product. Specific products are identified by the decimal
places.
Not done.
All Product Approval Numbers should show decimal places(e.g. 0000.xx) . Whole
numbers contain multiple products; decimal places specify each individual
product.
12. Engineer of Record (EOR) : please review and clarify Beams 1 and 2, and
FG4. Beams depth and nailing. There are two FG4s, including revised pages,
dated 9/9/14 (attached) .
13. Please submit two (2) copies of all documents; complete and readable.
City of Atlantic Beach APPLICATION NUMBER
�S i+ Building Department (To be assigned by the Building Department.)
s/ 800 Seminole Road _ �_ I J _ I
Atlantic Beach, Florida 32233-5445 �Q
Phone(904)247-5826 • Fax(904)247-5845 (1 2
It City web-site: http://wwwl(-,oab.us Date routed:
► ta)•J 101 q I� J
APPLICATION REVIEW AND TRACT SING FORM
Property Address: -1 ✓�h U� Department review required Yes No
/ Building
Applicant: S �V Planning &Zoning
` , ,�J ,�} Tree Administrator
N Project: 1 �—, s F- Imo-' Public We rks
Public Utiiities
Public Satety
Fire Services
Review fee $ Dept Signature
CONTRACTOR EMAIL I -)DRESS J0,Cl --(d, U;5�4tVrl • C.Ort,
CONTRACTOR CONTAC T # q OL4 ---- Cp l U .... 31 Q�J
APPLICATION STATUS
Reviewing Department First Review ❑Denir
(Circle one.) Comments: /
BUILDING
PLANNING &ZONING Reviewed by: 4Z Date:
TREE ADMIN. Second Rev; []Approved as revised. ❑Denied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES
Third Review ❑Approved as revised. ❑Denie
Comments:
Reviewed by: Date:
REVISED 09252014
City of Atlantic Beach
APPLICATION NUMBER
16. Building Department (To be assigned by the Building Department.)
800 Seminole Road
Atlantic Beach, Florida 32233-5445 /
Phone (904)247-5826 • Fax(904)247-5845
?osj jr E-mail: building-dept@coab.us Date routed: 3 EJ
City web-site_ http://www.coab.us IL-. I
APPLICATION REVIEW AND TRACKING FORM
Property Address: /5�� O&h'WdlVol D
__p
.Sjiartzraent review required Yes ko
Applicant: 5'7 IN V
Tree Adr�?i+?istrator
Project: ���,(� jJ/'yj ublic Works _
is Uiii ties
Public Sa fety
Fire Sei vices
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Recti _.
mD 1(i/7
of Permit Verified Date / d/A 'On
Florida Dept. of Environmental Protection
Florida Dept. of Transportation t�t-/l�'""/� ��
St. Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants CQ raCr
Division of Alcoholic Beverages and Tobacco
Other: Aariss
APPLICATION STATUS ��!•5 �5 r�. IQr
Reviewing DepartmenFFFirst ew: ❑Approved. ❑Denier!.(Circle one.) s:
BUILDING
PLANNING &ZONING Reviewed by:
_ _, Date:
TREE ADMIN. Second Review: Approved as revised. ❑Denied
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied.
Comments:
Reviewed by:_____ Date:
Revised 05/14/09
I
�\ City of Atlantic Beach APPLICATION NUMBER
t > Building Department (To be assigned by the Building Department.)
N 800 Seminole Road
j 0 Atlantic Beach, Florida 32233-5445
Phone (904)247-5826 • Fax(904)247-5845
�rst p`r E-mail: building-dept@coab.us Date routed: 3
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 1. 1 O w/�„� �l�U Department review required Yes No
Applicant:
Tree Administrator
Project: ���.(� I71 C1
u is777 e
ublic Safety
Fire Seivices
Review fee $ Dept Signature
mo 1(i n1
Review or Rece-:ht
Other Agency Review or Permit Required of Permit Verified By Date / _ o/A p n
Florida Dept. of Environmental Protection `dhri
Florida Dept. of Transportation !M�•'r/� v
/
St. Johns River Water Management District v L
Army Corps of Engineers
Division of Hotels and Restaurants /fid racr
Division of Alcoholic Beverages and Tobacco (, C
Other:
APPLICATION STATUS
Gu A S
Reviewing Department First Review: ❑Approved. IXDenie.,!.
�v
(Circle one.) Comments: le40Jt Pros J6 ���dXC-arlot, 10% (C"C,ex Af
BUILDING grc vi, X4e- j/A- . t'IIecSe- f4o16J -14,W ;'i e,.f e Icrc
PLA NING '
�— Reviewed by. Date: 4 y
TREE ADMIN. Second Revie �
❑Denied. f /
PUBLIC WORKS Comments Move)
PUBLIC UTILITIES -1I /vd Ae ./
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑ApA44,-,Z,7
p�roLLve/d aJsv�vised. ]Denied.
Comments: SeC A74 t `��
00
Reviewed by: _v Date:
Revised 05/14/09
yjj`� City of Atlantic Beach
J� Building and Zoning
ss1 800 Seminole Road
Atlantic Beach,Florida 32233
J "r Telephone(904)247-5826
Fax(904)247-5845
http://www.coab.us
October 6,2014
195 15th Street Zoning Review Comments
1. Wall Plate Height: The maximum top plate height allowed from the finished floor of the firsfloor to the top plate of
the second floor is 22 feet. Plans show this measurement at 22 feet and 10 inches. Please r ise plans.
Derek W. Reeves
Zoning Technician
C
FILE COPY
0 �o rac r A2V�Z,s
A/n 6 /,6 /� 6- 1,,rr�,
U-77 6 1-7-k--n A r�/y S-),n c 6 1A) 0,leez,-
im9 f-o onl� - C45-0 /kfiar�
h ALb2) t1h-6
�c�r�ss i� oc� � SysT�Kc., 6a4 6, 7-
j 7-
��5 ��✓iE�ci QS
Graham, Shirley
Y'
From: Graham, Shirley
Sent: Thursday, August 21, 2014 10:49 AM
To: 'Jack Ossi'
Subject: 15th St House
Importance: High
Jack, Derek Reeves (Planner) said to cc rt-jct you to come pick up these plans and schedule an appointment with him,
there are several issues with the plans.
Derek can be reached at 270 1605.
ShLrLe� c,rahcim
cLtU of AtLawtLr,geaol
Building Permits Technician
Atlantic Beach, Fl 32233
904 247 5800
s raham ,coab.us
i
1
1P BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Road, Atlantic Beach, FL 32233
Office (904) 247-5826 Fax (904) 247-5845
Job Address: Permit Number:
Legal Description �,`�-� ?_ ' V /�!7�,�„��,� 14 Parcel#
oor ea o 'Sq.Ft: 't
Valuation of Work$ 3,-, Proposed Work heated/cooled_ k 'ed
Class of Work(circle one): Addition Alteration oor
Use of existing/prorosed structure(s) (circle one): Comir. ' T
If an existing struc ure,is a fire sprinkler system installed?
Florida Product Approval# 014 l�
For multiple products use product approvalform U
Describe in detail the type of work to be performed:
'7 LLN
L r1
Property Owner Information: r
n rty LBY
2014Name: - ( Address:_ __
City Statef�Zip Z oZ -L-Ph —
E-Mail or Fax# (Optional) o 5 3
Contractor Information: CONTRACTOR EMAIL ADDI
Company Name: C ! tiL Qutg vgent:
Address: City State Zip 3126
Office Phone Job Site/Contact Number Fax# c7
State Certification/Registration# G yD/ _
Architect Name&Phone# G �- — 3
Engineer's Name&Phone# 1: d Y- — L5v
Fee Simple Title Holder Name and Address
Bonding Company Name and Address
Mortgage Lender Name and Address
Pd ' PJM
Application is hereby made to obtain a permit to do t e work an install5ations. �asIin�dica/�ed. 1 certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null
and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six(6)months at any time after
work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools, Furnaces,Boilers, Heaters,
Tanks 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 and exa fined thisiplication and know the same to be trite and correct. All provisions of I s nd ordinances governing this
type o7 work will be complied with ther sped ted herein or not. The granting of a permit does not presume to gt au o t to violate or cancel the
provisions of any other federal,stat , local 1 regztlating construction or the performance of construction.
Signature of Owner Signature of Contractor
--]4
Print Name Print Name J
....................... .................. . ....... ..........Q........ .................................................
Before me Before,rr�1}}e�
this Day of 20 this � {'�ay of clwe2a '20
�� ANGELA BAXLEY sae e
Notary Publi :�••••'"•�: Notary ublic ANGt.IABAXLEY
MY COMMISSION#EE 126075 = M`i COMMISSION#EE 126075
a EXPIRES:November 8,2015 '' g r 2015
Bonded Thru Not Public underwriters e,Ze�iBl 0� �
pl %F 6r ,. Bonded Thru Notary Public rlderwrlters
BUILDING PERMIT APPLICATION
. t a CITY OF ATLANTIC BEACH
FILE C 1 800 Seminole Road, Atlantic Beach, FL 32233
Office (904) 247-5826 Fax (904) 247-5845
Job Address: V + Permit Number:
arcel #
Legal Description L �'� rea 3 �e!IA. Pq. t
oor
Valuation of Work S?J,2, J Proposed Work heated/cooled_ = non-heated/cooled
Class of Work(circle one): l4Addition Alteration Repair Move Demolition rt -wy oor
Use of existing/proposed structure(s) (circle one): Commercial Residentja�,�
If an existing structure,is a fire sprinkler system installed? (Circle one): es 11 / AUu 19
Florida Product Approval# 014
For multiple products use product app rova orm By
Describe in detail the type of work to be performed:
15
Property Owner Information:
Name: 00 Address:
City StateZip 2-o&—x_Phone
E-Mail or ax#( ptional)
Contractor Information: CONTRACTOR EMAIL ADDRESS: b S f� v
Company Name: t% !' h L Quali i g Agent: _ �"S'-
Address: City a State Zip_ ZZ 6 E
Office Phone Job Site/Contact Number _ -. 95 Fax# c7 - v–l6 7/
State Certification/Registration# G
Architect Name&Phone# .2 G `�
Engineer's Name&Phone# L= �/• 2 • — ��y`'
Fee Simple Title Holder Name and Address
Bonding Company Name and Address -
Mortgage Lender Name and Address
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify ',rat no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet the standards of all laws construction oi work is regulating c truction in thisjurisdiction. This permit becomes null
work is commenced.otI understand thammenced nin six t separate permits muor st be se tired for Electrical Work,lPlt rni.ing,Sig,si,aWells,Pools, F inaces,Boileonths at rs,Heatime erer
s,
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 BEOR ENTE RECORDING YOUR NOTICE OF
COMME1 here certify that 1 have read and exa lined this application and know the same to be trite and correc All provisions of 1 vs nd ordinances governing this
type of work will be complied with ther spec1e d�atinf construction o�thetfe�ormance of constrt;c otzesume to gr nu o i. to violate or cancel the
provisions ofany otherfederal,stat , locall g g P .f f
Signature of Owner Signature of Cotractor
�•" Print Name j
PrintName Q........ ................................................
Befor"rne Before r1?r�Le, ,4
this20 `� this )`'� ay20Notar �..... AWELABAXLEY Notary ublic �;s+'Pt . ANGEIABAXLEY
=q,. 4......
MY COMMISSION#EE 126075 _* � .t. MY COMMISSION#EE 126075
EXPIRES:November 8,2015 ?� ae�ilSOlDr� 2015
% pfg, Bonded Thru Notary Public Underwriters ; 6c��? Bonded Thru Notary Public IW6rwrR81S
NOTICE OF COMMENCEMENT - �.�._•..•_.. �r. -
State of Tax Folio No. Fr�i�i r Pnnv
Countyof
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 COMMENCEME14T.
Legal Description of property being improved: C,
Address of property being improved:
General description of improvements: ��-
Owner: C1�S �rL�L\c� 'C�QYI� �he Address:
Owner's interest in site of the improvement:
Fee Simple Titleholder(if other than owner):
Name:
Contractor:
Address: 1 I c� �(C� ���Q-�� N u'n e� C�!✓+�' `'1
Telephone No.: 0164 - 0 CJ '3 Fax No:
Surety(if any)
Address: Amount of Bond$
Telephone No: Fax No:
Name and address of any person making a loan for the construction of the it
DOC#2014186880,OR 8i(1 6883 Page 1607,
Number Pages:1
Name: Recorded 08/19/2014 at 03:50 PM,
Address: Ronnie Fussell CLERK CIRCUIT COURT DUVAL
COUNTY
Phone No: Fax No:_ RECORDING$10.00
Name of person within the State of Florida, other than himself, designated
served: Name:
Address:
Telephone No: Fax No:
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.06(2)(b),Florida Statues. (Fill in at Owner's option)
Name:
Address:
Telephone No: Fax No:
Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is
specified):
THIS SPACE FOR RECORDER'S USE ONLY OWNER
Signed: 41 Date:
p�y��/ Before me th� f J day of in the Countyof D al,State
.S py p�hANGELA BAXLE� Of Florida, as personally appeared o— SSi
MY COMMISSION A EE 126075 I
Notary Public at Large,State of Florida,County of Duval. 11
EXPIRES:November 8,2015 My commission expires:
pi Bonded Thru Notary Public underwriters personally Known P
or
Produced Identification• h
a
P-Prmi
NOTICE OF COMMENCEMENT
State of �A0C, Tax Folio No.
County of b Q,4
To Whom It May Concern:
The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of
the Florida Statutes,the following information is stated in this NOTICEF COMMENCEME T.
Legal Description of property being improved: o} `� �loedC �� �o►h�Cr
Address of property being improved: 1
General description of improvements:
Owner: 6->S\ �\,j ozf)\ , he Address: 3 CJl 5Aw4 'b2xc-h
Owner's interest in site of the improvement: �-e-� -
Fee Simple Titleholder(if other than owner):
Name+J
Contractor: aLr, G SS\ SS C. 1 t(-O'c'�-r
Address: III �C� S�CQe N4u utlq,
Telephone No.:01G �,0 U -3 �V\,S Fax No:
Surety(if any)
Address: Amount of Bond$
Telephone No: Fax No:
Name and address of any person making a loan for the construction of the i1
DOC it 20141868250,OR tft(1bt52S3 Page 1607,
Number Pages: 1
Name: Recorded 08/19/2014 at 03:50 PM,
Ronnie Fussell CLERK CIRCUIT COURT DUVAL
Address: COUNTY
Phone No: Fax No:_ RECORDING$10.00
Name of person within the State of Florida, other than himself, designated
served: Name:
Address:
Telephone No: Fax No:
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.06(2)(b),Florida Statues. (Fill in at Owner's option)
Name:
Address:
Telephone No: Fax No:
Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is
specified):
THIS SPACE FOR RECORDER'S USE ONLY OWNER
Signed: DateAoun
Before me th' t day of in the �of D�alStt
•,,, ANGELA BAXLEY Of Florida, as personally appeared�l C-
F
- SS i
' ' = Notary Public at Large,State of Florida,County of Duval.
MY COMMISSION A EE 126075 � O
EXPIRES:November 8,2015 My commission expires:
' Bonded Thru Notary Public Underwriters personally Known: or
Produced Identification• �(�
WintersResidence Ply:4 SEQN:25895/T13/FLAT
Custom Qty: 1 FROM: DRW:
FG4 Wgt:845.6lbs / ... 07/07/14
4'3"14 '{ 11'6"5 140 1 '� 2��
19"15 1'6"5 1'9"10 1'9"2 1'9"10
2'S"15 62"1 i 8'0"'7 i 10, _i 13,2" 1� 6� 2'0 24'6"4 J
r- _� r I---I r -,
25 15 1'10"3 1'10"7 1'11"9 1'7"11 1'9"10 1'10"2 24 2
1112X4 =3X8[28] _ =4X8[32]
4X4[0] =3X8[5] -3X8[7] =3X8[9] -3X8[11] =6X10(++) =3X8[26] =081301 III5X51304'
A B C D E FG H I J K L M N
T
90
1 �1o'r'2
AC AB=3X8[61 Z=3XB[12]Y X W V U T S R Q II
1113X4 =4X8[4, „ =3X8�g =3X8[10] =
APEX
MEMORANDUM
September 10, 2014
TO: Ossi Homes
FR: Michael Kozlowski, P.E.
RE: Winters Residence
38 Jefferson Ave
Ponta Vedra, FL 32082
Apex#AT 1310
As we understand, the (4)ply Truss T07 has (1)ply that is continuously bearing for approximately
2ft along the wall. We have reviewed the anticipated loading at this location and have determined
this to be acceptable,provided that the (4)plies are fastened together per the truss manufacturer's
shop drawings. No repair is required.
Should you have any further questions or require any further clarification, please call.
�����L G'K9Z!*,Ii
� PfG ...... ZOO
•\01\ E S4°1
No 60838
..�•
do AT OF :4/
0i, tom R 1 ID ���•
� flt•"t
ichael Kozlowski
FL PE#60839
09/10/14
4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224 Phone 904-821-5200 Fax 904-992-8700 FBPE
CA 7547
eV/�
EX
MEMORANDUM
October 15,2014
TO: Ossi Development
FR: Derek Murray,P.E.
RE: Atlantic 2, 195 15Th Street,Atlantic Beach
Apex#AT1438
As we understand the second level plate height is being reduced to 9' 1-1/8". No revisions to the
structural or truss designs are required.
Should you have any further questions or require any further clarification,please call.
r,
LU
FFG '
e
Derek B Murray
FL PE#71457
10/15/14
4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224 Phone 904-821-5200 Fax 904-992-8700 FBPE CA 7547
TM
l
Waterproofing Systems
Seaoflex
CT MIA
END
Rubber Based Waterproofing System
Description
The Sealoflex CT SystemTM consists
of Sealoflex CT PinkT",Sealolflex ` 9
FabricTM and Sealoflex CT TopTM
These components form a fully adhered _
monolithic,single ply membrane for
roof and walls which displays good UV,
ozone and ponding water resistance.
Uses
Sealoflex CTT"'is used:
• As flat or low slope roof waterproofing -
• For flashings and parapet walls
• For sealing of metal roofs,over [ .r�r
fasteners,seams and penetration �,S�— 1�Tl��ii --� J 1��j ■
flashings
• As a waterproof liner for box gutters Priming Application
• As a waterproof underlayment for Fully-Adhered EPDM. TPO and Apply a moderate"base coat'of
tiled decks and plaza decks Hypalon0. No priming is necessary. Sealoflex CT PinkTM to the prepared
• As a waterproof liner for fountains Chalky Surfaces and Many Painted area and embed the Sealoflex FabricTM
and planters Surfaces:Prime with Sealobond (NOT Sealoflex Deck FabricTM)directly
• As a below grade waterproofer for Primer TM. into the wet coating, using a clean dry
positive pressure heads brush to firmly embed the fabric. Make
Aluminum. Copper. Galvanized Steel sure no bubbles or wrinkles occur in
• As a vapor barrier KynaA- Prime with Sealoflex Metal the fabric. Allow to dry until the fabric is
• As a waterproof liner for ponds Etch Primer TM. firmly adhered in position.Follow with a
using Sealoflex CT Pond Grade TM Unprotected iron, Steel and Rusted "saturation coat'of Sealoflex CT Pink TM
Advantages Metal: First treat with Rust-X 202OTM to fully saturate the fabric from above.
then prime with Sealoflex Metal Etch Allow to dry. Overlap of adjacent runs
Sealoflex CTT"'displays the following Primer TM. of fabric must be X When the entire
advantages: area has been treated in this way,apply
• Ultraviolet and ozone resistant Mechanically Fastened EPDM: Prime 2 coats of Sealoflex CT TopTM
with Sealoflex EPDM Primer TM then
• Highly elastic apply one coat of Sealoflex waterbased Note:Plywood,insulation and other
• Fast curing and may be applied at Pink®or prime with EPI Primer TM. recovery boards must be treated with
low temperatures Unpainted Wood Surfaces: Prime CT PinkTM/6"Fabric/CT Pink TM over all
• Excellent low temperature flexibility with Sealobond Primer TM or Sealoflex joints.
• Adheres to most roof or wall Waterbased Pink@.
substrates Concrete.Masonry: Coverage
• Ponding water resistant Above grade or On grade: Sealoflex CT PinkrM
• Excellent mildew/algae resistance Prime with Dampseal 101 TM,Sealoment 25-30 sq.ft./gallon(Total for base and
• Acid and alkali resistance PIusTM or Sealobond Primer TM. saturation coats)
• Dade County, Florida approved In certain conditions,prime with Sealoflex CT Top T"' ,
• CRRC rated Sealoment PIusTM then Dampseal 101 TM ' )
P 70 sq.1tJgallon(total for ;
Color Below Grade, On grade and Cellular Sealo6exCTPbndGiader hip a
c,
Sealoflex CT Pink TM-Pink
Lightweight Concrete: Prime with 50 sq.ftJgallon(total for both1 �fi�0o
Sealoflex CT TopTM-White Sealoment PIusTM, Dampseal 101 TM,or fF A`�T A�
TM_ both depending on conditions. Coverage varies based on sub gfpr
Sealoflex CT Pond Grade Black � o
Bituminous,Asphalt.Foam or PVC: Porosity and texture. Corage 5 *��
Instructions for Use Apply one coat of Sealoflex Pink®. amounts are based on optimum g-
Surface Preparation Allow to dry throughly before continuing substrates and conditions. �O,yq,,
Surfaces must be clean and free of dust, with the CT SystemTM
loosely adhering particles,oil and grease. CONTINUED ON NEXT PAGE
Surfaces must be completely dry prior to
application of all Sealoflex CTT"'products.
S
SEALOFLEX INC.
CORPORATE OFFICES SALES OFFICE Waterproofing Systems
2520 Oscar Johnson Drive CHARLESTON,SC LIMITED WARRANTY
Charleston,SC 29405 HAMBURG,GERMANY Sealoflex warrants its products to be free of manufacturing defects and they will meet
Tel: (843)554-6466 CANTERBURY,KENT,U.K. seaiofiex's current published physical properties when applied in accordance with
(800)770-6466 Sealoflex's directions.There are no other warranties by Sealoflex of any nature whatsoever,
expressed or implied;including any warranty of merchantability of fitness for a particular
Fax: (843)554-6458 purpose in connection with this product.Sealoftex Inc.shall not be liable for damages of
Website:www.sealoflex.com any sort,including remote or consequential damages,resulting from any claimed breach
of any warranty whether expressed or implied,including any warranty of merchantability of
E-mail:info@sealoflex.com fitness for a particular purpose or from any other cause whatsoever.
FEBRUARY2013
Important Notes Precautions
• CT Pinkrm and CT FibreSealTM must Read the MSDS on Sealoflex CTT"' ARNINGI
be overcoated with CT TopTM. They carefully before application. Avoid DO NOT plunge,submerge,dip,etc.
are not a stand alone coatings. contact with eyes and skin. If eyes applicator tools(rollers,brushes,
Refer to the Sealoflex@ CT PinkTM, become contaminated flush with water etc.)into CTTM Buckets due to static
Sealoflex CT TopTM and Sealoflex for at least 15 minutes. If ingested do electricity buildup. Sparks/Fire may
CT FibreSealTM product pages. not induce vomiting and seek medical result. Always pour CTTM products
• Prior to application of each coat attention immediately. Use only in well from the container onto the substrate.
of Sealoflex CTTM,always ensure ventilated areas and avoid inhaling
vapors. Avoid contact with static
the surface is completely dry. CTTM PRODUCTS ARE FLAMMABLE.
electricity,contact with sparks,open
Application of CTTM products on flame,motors and heat as Sealoflex Electrostatic charge may
damp or wet surfaces will result in CTTM is FLAMMABLE. acculmulate and create a hazardous
blistering. condition when handling or applying
• If metal pan is used for concrete form, CTTM Products.
the metal must be vented. If between- ALWAYS USE PROPER
slab membrane exists,surface GROUNDING PROCEDURES.
breather vents are required. (Number
of vents to be determined by others.) ALWAYS HAVE CO2 FIRE
• DO NOT use Sealoflex Deck EXTINGUISHER WITHIN
FabricTM with CTTM products;always IMMEDIATE REACH OF THE
use Sealoflex(regular)FabricTM. APPLICATION AREA.
• DO NOT use the Sealolflex CT Technical Data
SystemTM in ponding conditions
without Sealoflex FabricTM or CT Type Reinforced Synthetic Rubber
FibreSealTM. Shelf Life and Storage Conditions: 12 months if unopened&stored
• Determine if a primer is needed, between+40°F&90'F
and/or which primer is best for the
application. Please refer to the Pull Application Temperature: +32°F to 105°F(Ambient)and
Test Procedure on the back of the +32°F to 130°F(Surface)
Primer Chart. Drying Time(Touch Dry): 1 hour at 77°F and 50%RH
• Thoroughly stir the product before
use. When using a mechanical Full Cure: 7 days
mixer,do not over agitate. Over Total System Thickness: 40 mils dft
agitating will add air into the product,
creating bubbles. System Weight: 0.30 Ib./sq.ft.
• After mixing,allow product to sit Water Vapor Transmission Rate: 6.3 x 10-3 grains/ft2/hr at 45 mils dft
5-10 minutes to allow trapped air to (ASTM E96)
evacuate container to protect against
product pinholes when applied. Elongation ASTM D412 61% reinforced
600%(unreinforced)
Cleaning
-
Tensile Strength(ASTM D412): 3,109 psi(Reinforced)
Sealoflex CTTM can be dissolved with
mineral spirits. Solar Reflectance: 80%
a FAt
Thermal Emittance: 0.91
Fish and Aquatic Ponds
Packaging: 1 gal and 5 gal metal containers
Follow all surface preparation,priming Ir
and application instructions as described IMPORTANT NOTE: Always check
above. For this and/or related products,please our website,www.sealoflex.com to
The final 2 coats of CTTM must be refer to individual product data sheets, determine if the printed literature
Sealoflex CT Pond GradeTM(Black). System Application Guides, Products you are reading is the most current
Do Not use Sealoflex CT TopTM for this MSDS, Primer Chart, Fabric Chart. version available.
S application.
Florida Building Code Online 12/11/13 11:20 AM
Business & Professional Regulation
y =t i;";. rfa!11; BCIS Home E Login User Registration Hot Topics Submit Surcharge Stats✓?<Facts Publications 1 FBC Staff BCIS Site Map Links Search
Bushes
ProfessitnUSER:
al � Product Approval
[3 USER:Public User
fllllll !!A1I1111R11N1lIlifllRA Product Aooroval Menu>Product or Aoolication Search>Application List>Application Detail
FL# FL2920-117
Application Type Revision
Code Version 2010
Application Status Approved
Comments
Archived
Product Manufacturer Sealoflex,Inc.
Address/Phone/Email 2520 Oscar Johnson Drive
Charleston,SC 29405
(800)770-6466
jfjncannon@sealoflex.com
Authorized Signature Janet Fincannon
jfincannon@sealoflex.com
Technical Representative Robert Kauffmann, P.E.
Address/Phone/Email 2516 Oscar Johnson Drive
Charleston,SC 29405
(800)770-6466
rkauffmann@sealoflex.com
Quality Assurance Representative Anne Ellington
Address/Phone/Email 2520 Oscar Johnson Drive
Charleston,SC 29405
(843)554-6466
AE]Ilngton@sealoflex.com
Category Roofing
Subcategory Waterproofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
3 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity Intertek Testing Services NA Inc.-ETL/Warnock
Quality Assurance Contract Expiration Date 07/12/2014
Validated By John W. Knezevich,PE �� 4N.
Validation Checklist-Hardcopy Received
Certificate of Independence FL2920 R7 COI Trinity ERD CI-Nieminen-2013.odf � s'�
Referenced Standard and Year(of Standard) Standard Year v�
ASTM D6083 2005
FM 4470 1992
https://www.floridabuiIding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvwun8bH%2bcHH4ATC85prbkL4XFEXHiRLzM%3d Page 1 of 2
Florida Building Code Online 12/11/13 11:20 AM
FM 4474 2004
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/30/2013
Date Validated 08/30/2013
Date Pending FBC Approval 09/08/2013
Date Approved 10/18/2013
Date Revised 10/22/2013
Summary of Products
f _ _
FL# Model,Number or Name Description
3
2920.1 Sealoflex Waterproofing Systems Liquid applied,reinforced,acrylic or solvent borne
I waterproofing systems
I
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL2920 R7 II Al er083013FiNAL SEALOFLEX FL2920-
Approved for use outside HVHZ:Yes R7.Ddf
Impact Resistant: N/A Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-267.5 Created by Independent Third Party:Yes
Other: 1.)The design pressure noted in this application Evaluation Reports
reflects one particular system. Refer'to the ER Appendix for all FL2920 R7 AE er083013FINAL SEALOFLEX FL2920-R7.6df
systems and allowable design pressures.2.) Refer to ER Created by Independent Third Party:Yes
Section 5 for limits of use.
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal
address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,
please click here.
Product Approval Accepts:
Cl MIt E
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https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvwun8bH%2bcHH4ATC85prbkL4XFEXHiRLzM%3d Page 2 of 2
eAP'EX
MEMORANDUM
September 9, 2014
TO: Ossi Homes
FR: Derek B. Murray, P.E.
RE: Winters Residence
38 Jefferson Ave
Ponta Vedra, FL 32082
Apex #AT 1310
This letter is to address the following structural issues:
1. As we understand, the rear porch has been framed as box columns with (3) 2x6
No. 2 SPF stud group supporting beam framing. (3) 2x6 are anchored to the slab
with DTT2Z at each location in lieu of the 6x6 No.2 SYP PT post as specified on
plan, (3) total. This is acceptable.
2. A service door was added to the garage for a side entry. See revision attached.
3. Truss Girder FG4 was supplied as a(4) ply and fastened together with 6" screws.
See attached revised trussrofile. tO��01111111111j
p �EK•B. M�i��i .
��. I c E Hs&9,9�.,
Should you have any further questions or require any further clarification, le call!O
O • ST -
�i NA
Derek li.Murray,RE
FL PE#71457
09/09/14
4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224 Phone 904-821-5200 Fax 904-992-8700 FBPE
CA 7547
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APEX TECHNOLOGY ISAFICTITIOUS
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Q I Ossi Homes LLC
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Ossi Development
Site Information
15th Street Duval
Structural Engineer of Record
Derek B. Murray
PE No. 71457
4745 Sutton Park Court, Suite 402 eAPEX
Jacksonville, FL 32224 3MM13 *
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 D BCDL 05 psf BCDL 05 psf
Occupancy Category II (Res)
FBC2010 Residential/TPI-2007
Design Program: ITW VIEW v14.00.000
This Package inlcudes 70 truss designs with individual date of design
FNOT JOB ID T_RS ID1 NO I JOB ID ITRS I NO I JOB ID ITIRS ID DATE
1 Atlantic2 B01 9/12/2014 31 Atlantic2 FGE4 9/12/2014 61 Atlantic2 T17 9/12/2014
2 Atlantic2 B02 9/12/2014 32 Atlantic2 FGE6 9/12/2014 62 Atlantic2 T18 9/12/2014
3 Atlantic2 F01 9/12/2014 33 Atlantic2 FGE7 9/12/2014 63 Atlantic2 T19 9/12/2014
4 Atlantic2 F02 9/12/2014 34 Atlantic2 FGE8 9/12/2014 64 Atlantic2 T20 9/12/2014
5 Atlantic2 F02A 9/12/2014 35 Atlantic2 HJ01 9/12/2014 65 Atlantic2 T21 9/12/2014
6 Atlantic2 F03 9/12/20141 36 1 Atlantic2 HJ02 9/12/20141 66 1 Atlantic2 T22 9/12/2014
7 Atlantic2 F05 9/12/2014 37 Atlantic2 HJ03 9/12/2014 67 Atlantic2 T23 9/12/2014
8 Atlantic2 F07 9/12/2014 38 Atlantic2 J01 9/12/2014 68 Atlantic2 T24 9/12/2014
9 Atlantic2 F08 9/12/2014 39 Atlantic2 J02 9/12/2014 69 Atlantic2 T25 9/12/2014
10 Atlantic2 F08A 9/12/2014 40 Atlantic2 J03 9/12/2014 70 Atlantic2 T26 9/12/2014
11 Atlantic2 F09 9/12/2014 41 Atlantic2 J04 9/12/2014
12 Atlantic2 F10 9/12/2014 42 Atlantic2 J05 9/12/2014
13 Atlantic2 F11 9/12/2014 43 Atlantic2 J09 9/12/2014
14 Atlantic2 F12 9/12/2014 44 Atlantic2 J09A 9/12/2014
15 Atlantic2 F13 9/12/2014 45 Atlantic2 J10 9/12/2014
16 Atlantic2 F14 9/12/2014 46 Atlantic2 J11 9/12/2014
17 Atlantic2 FG10 9/12/2014 47 Atlantic2 T01 9/12/2014 "
18 Atlantic2 FG11 9/12/2014 48 Atlantic2 T02 9/12/2014
19 Atlantic2 FG12 9/12/2014 49 Atlantic2 T07 9/12/2014 P
20 Atlantic2 FG12A 9/12/2014 50 Atlantic2 T08 9/12/2014
21 Atlantic2 FG13 9/12/2014 51 Atlantic2 T09 9/12/2014
22 Atlantic2 FG4 9/12/2014 52 Atlantic2 T09A 9/12/2014
23 Atlantic2 FG5 9/12/2014 53 Atlantic2 T09B 9/12/2014
24 Atlantic2 FG6 9/12/2014 54 Atlantic2 T10 9/12/2014
25 Atlantic2 FG7 9/12/2014 55 Atlantic2 T11 9/12/2014
26 Atlantic2 FG8 9/12/2014 56 Atlantic2 T11A 9/12/2014 `, 't1111111111111.
27 Atlantic2 FG9 9/12/2014 57 Atlantic2 T12 9/12/2014OeREK. B
28 Atlantic2 FGE1 9/12/2014 58 Atlantic2 T14 9/12/2014 �� 1
,� LICEA,s �:
29 Atlantic2 FGE2 9/12/2014 59 Atlantic2 T15 9/12/2014 • *�• No
30 Atlantic2 FGE3 9/12/2014 60 Atlantic2 T16 9/12/2014 ��4g
- •
Apex Technology S rF
QF
Apex Technology is a ficticious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Florida Engineer Business No. dp �•. :/�
7547-4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224(904)821-5200 �••. p �•: ,
The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed 0 • '• ,��
above and attached. The suitability and use of each drawing for any particualr building is the responsibility of the Building Designer,per
ANSI/TPI 1-2002 Section 2 11 01
With my seal affixed to this sheet,1 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 9/12/2014
Job#ATLANTIC2 BEARING INFORMATION
QTY SPAN DESCRIPTION 7 BRG# REACTION UPLIFT
2 02'00"00 J09A JACK 4.00/12 Pitch 1 -Ply 1 446.68 354.00
2 528.69 129.00
3 111.46 48.00
14 03'06"00 J10 EJACK 4.00/12 Pitch 1 -Ply 1 280.54 178.00
2 40.41 7.00
3 57.47 59.00
8 06'00"00 J11 EJACK 4.00/12 Pitch 1 -Ply 1 343.94 205.00
2 76.88 3.00
3 127.83 123.00
2 12'05"00 T01 HIPS 4.00/12 Pitch 1 -Ply 1 864.35 682.00
2 877.98 692.00
4 12'05"00 T02 COMN 4.00/12 Pitch 1 -Ply 1 522.44 302.00
2 522.44 302.00
1 32'11"00 T07 HIPS 4.00/12 Pitch 4-Ply 1 4157.92 2295.00
2 4157.92 2295.00
1 32'11"00 T08 HIPS 4.00/12 Pitch 1 -Ply 1 1195.61 496.00
2 1194.55 494.00
2 32'11"00 T09 COMN 4.00/12 Pitch 1 -Ply 1 1195.56 491.00
2 1195.56 491.00
1 34'11"00 T09A COMN 4.00/12 Pitch 1 -Ply 1 -1297.56 489.00
2 -1297.56 489.00
3 34'11"00 T09B COMN 4.00/12 Pitch 1 -Ply 1 1139.88 489.00
2 1139.88 489.00
3 32'11"00 T10 COMN 4.00/12 Pitch 1 -Ply 1 1195.88 389.00
2 1196.96 391.00
1 32'11"00 T11 COMN 4.00/12 Pitch 1 -Ply 1 1197.28 391.00
2 1197.28 391.00
1 32'11"00 T11A COMN 4.00/12 Pitch 1 -Ply 1 1197.28 391.00
2 1197.28 391.00
5 19'04"08 T12 COMN 4.00/12 Pitch 1 -Ply 1 765.14 282.00
2 623.63 275.00
1 19'04"08 T14 COMN 4.00/12 Pitch 1 -Ply 1 764.64 282.00
2 621.26 279.00
1 19'04"08 T15 COMN 4.00/12 Pitch 1 -Ply 1 763.95 286.00
2 618.58 345.00
1 19'04"08 T16 COMN 4.00/12 Pitch 1 -Ply 1 763.10 333.00
2 617.37 363.00
1 19'04"08 T17 COMN 4.00/12 Pitch 1 -Ply 1 762.03 485.00
2 616.37 428.00
1 19'04"08 T18 COMN 4.00/12 Pitch 1 -Ply 1 382.41 220.00
2 714.01 493.00
3 312.03 202.00
1 19'04"08 T19 COMN 4.00/12 Pitch 1 -Ply 1 400.62 241.00
2 681.41 454.00
3 316.86 200.00
1 32'11"00 T20 HIPM 4.00/12 Pitch 3-Ply 1 1558.74 996.00
2 1558.74 996.00
2 13'00"00 T21 COMN 4.00/12 Pitch 1 -Ply 1 861.62 559.00
2 903.24 553.00
2 13'00"00 T22 COMN 4.00/12 Pitch 1 -Ply 1 558.65 346.00
Page 2 of 4
Job#ATLANTIC2 BEARING INFORMATION
Total of Trusses 203
Maximun Height 08'02"10
Page 4 of 4
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Atlantic2 Ply:2 SEQN:16508/T9/FLOO
15th Street Qty: 1 FROM: DRW:
B02 Wgt:0.0 lbs I ... 09/12/14
T
C A 21'11"
1 B �y
20'11„
20'11"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pfin PSF) Def11CSl Criteria ♦Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL):0.000 - - - C 4289 /- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):0.000 - - - D 7588 /- /- /- / /5-5
BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 A C Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL):0.000 A D Mui Brg Width Req= 3.0
NCBCLL: 10.00 Mean Height:NA It Code/Misc Criteria Creep Factor:1.5 Bearings C&D are a rigid surface.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.000
Load Duration:1.00 BCDL:NA psf Max BC CSI: 0.000 Maximum Bot Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Max Web CSI:0.000 Chords Tens.Comp.
C&C Dist a:NA ft Mfg Specified Camber: B-A 0 0
I:NA GCpi:NA
Wind Duration:NA VIEW Ver:14.02.03.0717.20
Lumber Additional Notes
Floor Joist Header:1.750"x18.0"1.9E Microllam LVL Deflection meets U251 live and U251 total load.
1.9E Microllam LVL design properties based on ICC Creep increase factor for dead load is 1.50.
ES ESR-1387,Reissued 1 Dec.2012. The overall height of this truss excluding overhang is
1-6-0.
Nailnote
Nail Schedule:0.131"x3",min.nails
Member : Rows @__"o.c.(Each Row)
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
4"o.c.spacing of nails perpendicular and parallel to
grain required in area over bearings greater than 4"
"'Warning:Fastening of plies required-
Special Loads
-----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00)
From 251 plf at 0.00 to 251 plf at 4.00
From 115 pit at 4.00 to 115 plf at 7.91
From 376 plf at 7.91 to 376 plf at 12.92
From 115 plf at 12.92 to 115 plf at 16.83
From 251 plf at 16.83 to 251 plf at 19.92
From 15 plf at 19.92 to 15 plf at 20.92
864 Ib Conc.Load at 5.91,14.92
BC- -17 Ib Conc.Load at 0.85,2.40,4.40,6.40
8.40,10.40,12.40,14.40,16.40,18.40,20.40
BC-1549 Ib Conc.Load at 12.79
BC- 667 Ib Conc.Load at 14.77
BC- 663 Ib Conc.Load at 16.77,18.77
BC-2219]b Conc.Load at 19.79
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. If BCSI 1-03 has not
been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. `,
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer eAP"E X
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
Atlantic2 Ply:1 SEAN:28525/T56 I SY42
15th Street Qty: 10 FROM: DRW:
F02 Wgt:77.0lbs .. / ... 09/12/14
5'4"8 1 6'10"8 12'6"
5'4"8 11'6" 5'7"8
2,6" 2'4"8 r 1
(NP)
=3X3 _
1173B=3X4 111(3 =ff3 111JX1 —5G H
12'6"2
N
00
r Cn
11'1"2
=3X3 1111X3 =3X8 1111X3
=4X5 L K J I
12'6"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def 1CSI 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): 0.093 D 999 360 M 680 /- /- /- /- /4.2
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.177 D 818 240 H 679 /- /- /- /- /3.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.019 B - - M Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL):0.038 B G Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:NA ft Code/Mise Criteria Creep Factor:1.5 Bearings M&G are a rigid surface.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.877
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.579 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.544 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 -924
I:NA GCpi:NA Plate Type(s): B-C 0-1289 F-G 0 -984
Wind Duration:NA WAVE VIEW Ver:14.02.02A.061920 C-D 0-1297 G-H 0 0
Lumber D-E 0 -984
Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 4x2 SP#2
Bot chord 4x2 SP#2 Chords Tens.Comp. Chords Tens. Comp.
Webs 4x2 SP#3 M-L 882 0 K-J 1297 0
Lumber value set"1313"uses design values approved L-K 1297 0 J-1 0 -1
1/30/2013 by ALSC
Purlins Maximum Web Forces Per Ply(Ibs)
In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp.
to laterally brace chords as follows: N-M 0 -10 K-D 78 -57
Chord Spacing(in oc) Start(ft) End(ft) A-M 0 -103 D-J 0 -465
TC 24 0.12 12.38 M-B 0-1037 E-J 0 -377
BC 120 0.12 12.00 B-L 520 0 J-G 1142 0
Apply purlins to any chords above or below fillers L-C 0 -202 G-1 31 0
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
STRBRIBR0211 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-8-0.
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
Atlantic2 Ply:1 SEAN:28523/T78/SY42
15th Street Qty: 9 FROM: DRW:
F03 Wgt:130.2lbs / ... 09/12/14
10'6" 11'9"4 23'9"13
10'6" 1'3"4 12'0"9
1'5"1
(TYP) g p GG K
V A -4X8 C =3X3 E =3X4 W=3X4 =IX8 J =3X3 L M
T
m
1 11'1"2
3X8[5] W=H0310 =4X8 =3X4
U T S R Q P O N
=3X8 =3X3 =4X8
19'9"12 4'0"1
23,9"13
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.315 E 735 360 U 1065 /- /- /- /- /4.2
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.510 E 454 309 O 1565 /- /- /- /- /5.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.048 B - - U Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.076 B O Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings U&O are a rigid surface.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.613
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.781 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.631 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 G-H 0 -2493
1:NA GCpi:NA Plate Type(s): B-C 0-2576 H-1 0 -2493
Wind Duration:NA WAVE,HS VIEW Ver:14.02.02A.0619.20 C-D 0-2576 I-J 575 0
Lumber Additional Notes D-E 0-3186 J-K 575 0
E-F 0-3189 K-L 0 -9
Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail F-G 0-2493
Top chord 4x2 SP M-30:T2 4x2 SP#2: STRBRIBR0211 for bracing and bridging
Bot chord 4x2 SP M-30 recommendations.
Webs 4x2 SP#3 Provide for complete drainage of roof. Maximum Bot Chord Forces Per Ply(Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"1313"uses design values approved Truss must be installed as shown with top chord up.
1/30/2013 by ALSC The overall height of this truss excluding overhang is U-T 1508 0 Q-P 3185 0
1-8-0. T-S 3140 0 P-0 1412 -109
Plating Notes S-R 3140 0 O-N 0 -211
All plates are 2X4 except as noted. R-Q 3189 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
[5] 3X8 4.00L 1.25 V-U 0 -10 F-P 0 -1036
A-U 0 -105 H-P 27 -277
Purlins U-B 0-1773 P-1 1326 0
In lieu of structural panels or rigid ceiling use purlins B-T 1246 0 1-O 0 -1839
to laterally brace chords as follows: C-T 0 -233 J-0 0 -204
Chord Spacing(in oc) Start(ft) End(ft) T-D 0 -659 O-K 0 -527
TC 24 0.12 23.57 D-R 398 -340 K-N 253 0
BC 120 0.12 23.69 R-E 52 -128 L-N 0 -89
Apply purlins to any chords above or below fillers Q-F 208 -43 M-N 0 -22
at 24"OC unless shown otherwise above.
End Vertical Attachment
Attach notched end vertical(s)to next end vertical
using(3)qty.10d box or(0.128"x3"min)gun nails
through wide face or(3)qty.1-1/2"leg 16-Gage 1"
wide(minimum)Crown staples on each narrow face.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
Atlantic2 Ply:1 SEQN:28124 I T54/SY42
15th Street Qty: 11 FROM: DRW:
F07 Wgt:47.6lbs / ... 09/12/14
2,10"8 4'7" 7'5,8 i
r 2108 1'8"8 2.10"8
�g
oil —h' 2.6,.
(TYP)
l9A 3 _ —B I
3 -3CX3 IIIDX3
L 11'1"2
1111X3 911X3
I H G
=3X4 =3X4
7'3"8
7'5"B
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.040 H 999 360 I 384 /- /- /- /- /3.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.077 H 999 240 F 412 /- /- /- /- /5.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.016 B - - I Min Big Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.030 B F Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings I&F are a rigid surface.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.482
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.364 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.155 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 -10 C-D 1 0
I:NA GCpi:NA Plate Type(s): B-C 0 -462
Wind Duration:NA WAVE VIEW Ver:14.02.02A.0619.20
Lumber Maximum Bot Chord Forces Per Ply(Ibs)
Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp.
Top chord 4x2 SP#2 I-H 462 0 G-F 461 0
Bot chord 42 SP#2 H-G 462 0
Webs 4x2 SP#3
Lumber value set"1313"uses design values approved Maximum Web Forces Per Ply(Ibs)
1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp.
Purlins I-A 0 -98 G-C 78 -16
In lieu of structural panels or rigid ceiling use purlins I-B 0 -519 C-F 0 -542
to laterally brace chords as follows: J-1 0 -24 D-F 0 -116
Chord Spacing(in oc) Start(ft) End(ft) B-H 72 -29 F-E 0 -11
TC 24 0.00 7.08
BC 86 -0.12 7.08
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
End Vertical Attachment
Attach notched end vertical(s)to next end vertical
using(3)qty.10d box or(0.128"x3"min)gun nails
through wide face or(3)qty.1-1/2"leg 16-Gage 1"
wide(minimum)Crown staples on each narrow face.
Additional Notes
Provide for complete drainage of roof.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-8-0.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
Atlantic2 Ply:1 SEQN:11988/T70/SY42
15th Street Qty: 3 FROM: DRW:
F08A Wgt:123.2lbs / ... 09/12/14
11'6"8 13'4"4 217'4
11.6"8 1'9"12 8'3" 'I
f' 1� 2-6"
(TYP)
q 1114X5 C E W=3X4 H =_ 4 =5X7[17] 1113X8
vT 1114X4 B =4X8 D =3X4 F G =3X314 1 -- J KL 12'6"2
°1 U
T + T
1115X5[1] =4X8 =3X4 =3X8[16] =5X5 1 1112
T S R Q P 0 N M
=05 W=H0310
1
207A
217'4
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): 0.387 G 625 360 S 2552 /- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.615 G 393 322 L 1122 /- /- /- /- /3.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.057 B - - S Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.093 B K Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings S&K are a rigid surface.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.847
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.867 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.713 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 4 -99 G-H 0 -3562
1:NA GCpi:NA Plate Type(s): B-C 914 -34 H-1 0 -2965
Wind Duration:NA WAVE,HS VIEW Ver:14.02.03.0717.20 C-D 0-2753 I-J 0 -2962
Lumber End Vertical Attachment D-E 0-2753 J-K 31 0
Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical E-F 0 -3557 K-L 0 0
using(3)qty.10d box or(0.128"x3"min)gun nails F-G 0-3557
Top chord 4x2 SP M-31:T3 4x2 SP#2: through wide face or(3)qty.1-1/2"leg 16-Gage 1"
Webs 4x2 SP#33
Bot chord 4x2 M-30 wide(minimum)Crown staples on each narrow face. Maximum Bot Chord Forces Per Ply(Ibs)
Lumber value set"1313"uses design values approved Chords Tens.Comp. Chords Tens. Comp.
9 PP Additional Notes
1/30/2013 by ALSC +2x6 continuous strongback.See detail T-S 46 -804 P-0 3562 0
Special Loads STRBRIBR0211 for bracing and bridging S-R 15 R-Q 34 8 410 N-M 1878 0
recommendations.
---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Truss must be installed as shown with top chord up. Q-P 3416 0
TC-From 100 plf at 0.12 to 100 pIf at 21.60
BC-From 10 pIf at 0.00 to 10 pIf at 21.23 The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(Ibs)
TC-1240 lb Conc.Load at 0.15 1-8-0. Webs Tens.Comp. Webs Tens. Comp.
Plating Notes T-A 36 -840 E-P 725 -179
All plates are 2X4 except as noted. T-B 1496 -83 P-G 29 -250
U-T 16 -381 O-H 169 -102
Plate Shift Table B-S 0-1474 H-N 80 -918
JT Plate Lateral Chord JT Plate Lateral Chord S-C 0-1926 I-N 23 -326
No Size Shift Bite No Size Shift Bite C-R 1494 0 N-J 1252 0
Ill 5X5 2.75 L 1.25 [14] 3X3 1.25 L 1.25 D-R 0 -249 J-M 0 -2191
[16] 3X8 3.50 R 1.25 [17] 5X7 3.75 R 2.75 R-E 0 -919 K-M 1101 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 21.48
BC 120 -0.12 21.10
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
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
Atlantic2 Ply:1 SEQN:11817/T3 I SY42
15th Street Qty: 2 FROM: DRW:
F10 Wgt:61.6lbs / ... 09/12/14
5'3" 6'9"12 12'0"12
5'3" 1'6"12 5'3"
2'6"
(TYP)
1111X3 =36X8 11111X3 11111X3 =E 8 1111E 3
1 21'11"
=3X4 =3X4 =4X5
I H G
=4X5
12'0"12
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL 1W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.202 C 715 360 J 663 /- /- /- / /4.8
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.317 C 456 240 G 663
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.024 G - - J Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL):0.039 B - G Min Brg Width Req= -
NCBCLL:10.00 Mean Height:NA it Code/Misc Criteria Creep Factor:1.5 Bearing J is a rigid surface.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.628
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.720 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.454 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 0 D-E 0 -2259
I:NA GCpi:NA Plate Type(s): B-C 0-2259 E-F 0 0
Wind Duration:NA WAVE VIEW Ver:14.02.03.0717.20 C-D 0-2273
Lumber
Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Top chord 4x2 SP#2
Bot chord 42 SP#2 J-1 1592 0 H-G 1592 0
Webs 4x2 SP#3 I-H 2273 0
Lumber value set"'I 3B"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 A-J 0 -106 D-H 0 -198
to laterally brace chords as follows: J-B 0-1678 H-E 803 0
Chord Spacing(in oc) Start(ft) End(ft) B-1 803 0 E-G 0 -1678
TC 24 -0.12 11.94 I-C 0 -198 F-G 0 -108
BC 120 -0.12 11.94
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
(J)Hanger Support Required,by others
Additional Notes
+2x6 continuous strongback.See detail
STRBRIBRO211 for bracing and bridging
recommendations.
Provide for complete drainage of roof.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-0-0.
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 eAPtEX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
Atlantic2 Ply:1 SEQN:11823/T67/SY42
15th Street Qty:4 FROM: DRW:
F12 Wgt:44.8lbs / ... 09/12/14
2'10"8 8'4"
r 2'10"8 5'3"
2'6" -{
(TYP)
III 1X3
1111X3 =3X4 - =4X5 - 1111X3
A B C D E
T °Or
i� J
1 21'11"
III 1X3 =3X4
I H G F
3X8 =3X3[6]
1i'[3 8,2„8
T
8,4" _i
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 L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.079 G 999 360 1 446 /- /- /- /- /3.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.124 G 804 240 F 458 -
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.010 F - - I Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.016 F F Min Brg Width Req= -
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing I is a rigid surface.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.437
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.473 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.293 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 -15 C-D 0 -1049
1:NA GCpi:NA Plate Type(s): B-C 0-1048 D-E 0 0
Wind Duration:NA WAVE VIEW Ver:14.02.03.0717.20
Lumber Additional Notes Maximum Bot Chord Forces Per Ply(Ibs)
Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp.
Top chord 4x2 SP#2 The overall height of this truss excluding overhang is I-H 1047 0 G-F 983 0
Bot chord 4x2 SP#2 1-0-0. H-G 1048 0
Webs 4x2 SP#3
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.
Plate Shift Table I-A 0 -83 C-G 120 0
JT Plate Lateral Chord JT Plate Lateral Chord I-B 0-1083 G-D 151 0
No Size Shift Bite No Size Shift Bite J-1 0 -24 D-F 0 -1036
[6] 3X3 1.25L 1.25 B-H 15 -11 E-F 0 -106
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 8.21
BC 100 -0.12 8.21
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
(J)Hanger Support Required,by others
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 A P VEX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
Atlantic2 Ply:1 SEQN:28519/T41/SY42
15th Street Qty: 1 FROM: DRW:
F14 Wgt:75.6lbs / ... 09/12/14
66" 7'11112 1 13'4"4
5'6" 2'5"12 15'4"8
2'6" '
(NP)
1112X4 =364[3] 111LX3 11111X3 =3�4[8] IIIdX3
T &q, L G
SO2=
1 11'1"2
3X3[4] =3X3[7]a=i
=3 8 [ =4X5
13'4"4
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(I-Q: 0.135 C 999 360 K 728 /- /- /- /- /4.2
BCLL: 0.00 Endosure:NA Lu:NA Cs:NA VERT(TL): 0.263 C 582 240 H 716 /- /- /- /- /5.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.033 B - - K Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.065 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 are a rigid surface.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.768
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.686 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.317 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 -1417
I:NA GCpi:NA Plate Type(s): B-C 0-1417 E-F 1 0
Wind Duration:NA WAVE VIEW Ver:14.02.02A.0619.20 C-D 0-1428
Lumber Additional Notes
Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 4x2 SP#2 STRBRIBR0211 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp.
Bot chord 4x2 SP#2 recommendations. K-J 942 0 I-H 937 0
Webs 4x2 SP#3 Provide for complete drainage of roof. J-1 1428 0
Lumber value set"'I 3B"uses design values approved Truss must be installed as shown with top chord up.
1/30/2013 by ALSC The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(Ibs)
Plate Shift Table 1-8-0. Webs Tens.Comp. Webs Tens. Comp.
JT Plate Lateral Chord JT Plate Lateral Chord L-K 0 -12 D-1 0 -254
No Size Shift Bite No Size Shift Bite K-A 0 -117 I-E 631 0
[3] 3X4 2.25 L 1.25 [41 3X3 1.25 R 1.25 K-B 0-1105 E-H 0 -1102
[71 3X3 1.25 L 1.25 [81 3X4 2.25 R 1.25 B-J 6Z7 0 F-H 0 -105
J-C 0 -252 H-G 0 -10
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 0.25 12.98
BC 120 0.23 12.98
Apply pur ins to any chords above or below fillers
at 24"OC unless shown otherwise above.
End Vertical Attachment
Attach notched end vertical(s)to next end vertical
using(3)qty.10d box or(0.128"x3"min)gun nails
through wide face or(3)qty.1-1/2"leg 16-Gage 1"
wide(minimum)Crown staples on each narrow face.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 fAPEX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
Atlantic2 Ply:2 SEQN:28531/T42/FLAT
15th Street Qty: 1 FROM: DRW:
FG11 Wgt:145.61bs / ... 09/12/14
2'8"2 4'10"15 1 7'3"9 1 9'6"6 1 12'2"8
2'8"2 2'2"14 2'4"10 22"14 2'8"2
3X3 =3X4 1112X4 1112X4 =3X4 =3X3
A B C- D E F
Li
20
L =� (4 =3X4 =?X4 = C4 11124
1112X4 2'4"10 K 2'4"10 2'8"2 1 2'4"10 1 2'4"10
2'4"10 4'9"3 7'5"5 9'9"14 12'2"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 Udell U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.025 D 999 240 L 682 /- /- /- /- /4.2
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.047 D 999 180 G 820 /
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.006 A - - L Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.012 A - G Min Brg Width Req= -
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing L is a rigid surface.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.183
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.273 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.275 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 -474 D-E 0 -731
I:NA GCpi:NA Plate Type(s): B-C 0 -730 E-F 0 -505
Wind Duration:NA WAVE VIEW Ver:14.02.02A.0619.20 C-D 0 -742
Lumber Hangers/Ties
Value Set:13B(Effective 6/1/2013) (J)Hanger Support Required,by others Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x4 SP#2 Additional Notes
Bot chord 2x4 SP#2 L-K 4 0 I-H 565 0
Webs 2x4 SP#3 Truss must be installed as shown with top chord up. K-J 530 0 H-G 6 0
Lumber value set"13B"uses design values approved The overall height of this truss excluding overhang is J-1 742 0
1/30/2013 by ALSC 1-8-0.
Maximum Web Forces Per Ply(lbs)
Nailnote Webs Tens.Comp. Webs Tens. Comp.
Nail Schedule:0.131"x3",min.nails
Top Chord:1 Row @12.00"o.c. A-L 0 -331 D-1 0 -100
Bot Chord:1 Row @12.00"o.c. A-K 543 0 I-E 248 0
Webs :1 Row @ 4"o.c. K-B 0 -270 E-H 0 -286
Use equal spacing between rows and stagger nails B-J 287 0 H-F 577 0
in each row to avoid splitting. J-C 0 -116 F-G 0 -400
Special Loads
------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00)
TC-From 100 pIf at 0.00 to 100 plf at 10.63
TC-From 200 plf at 10.63 to 200 plf at 12.21
BC-From 10 plf at 0.00 to 10 plf at 12.21
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 12.21
BC 120 0.00 12.21
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
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
Atlantic2 Ply:2 SEAN:11996/T73/FLAT
15th Street Qty: 1 FROM: DRW:
FG12A Wgt:257.6lbs / ... 09/12/14
37'1 1L8
12'2"5 „
� 4"12 � 1 5'9"15 + 7'10"8 1011"1 12'1"15 14' i 1671 18'9"11 1 21'3"12
1 1'4'12"1 2'2"13 2'0"9 2'2"9 11 2'0"13 + 1'10"1 '1 2'2"9 2'2"9 2'6"1
=-3X4[5]
3X3 =3X4[7] =3X4[9] 1112X4 1112X4 =3X4[26] =4X4r 8]
A B C D E F G HI J Kin
LL
T
00
1 11'1"2
1112X4 =3X4[6] =3X4[8] =3X4[10] =H0310 =3X4[25] =4X4[27] 1112X4
X V U T S R Q P B2 O N M
�-1' 20'3"12
1�1 2'2„13 2'2"5 2'6"5 1�'{ I` 2 2„9 + 2 2„13 + 2'2"5 i
1'1" 2'2"5 5'6"3 7'8"8 10'2"13 1'0„15 12'5"7 L 2,2„9 16'10"9 19'1"7 21'3"12
33� 1,3"11r' 4,8"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def 1CSI 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): 0.172 S 999 242 W 2654 /- /- I- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.375 G 647 242 M 1668 /- /- /- /- /_
BCDL:
-
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.028 A - W Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.054 M M Min Brg Width Req= -
NCBCLL:10.00 Mean Height:NA ft Code/Misr Criteria Creep Factor:1.5 Bearing W is a rigid surface.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.529
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.953 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.636 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 427 -15 G-H 0 -2431
I:NA GCpi:NA Plate Type(s): B-C 79 -784 H-I 0 -2431
Wind Duration:NA WAVE,HS VIEW Ver:14.02.03.0717.20 C-D 0-1408 I-J 0 -2306
Lumber Purlins D-E 0-2112 J-K 0 -1917
E-F 0-2141 K-L 0 -1143
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins F-G 0-2147
Top chord 2x4 SP#2 to laterally brace chords as follows:
Bot chord 2x4 SP M-30:132 2x4 SP#2: Chord Spacing(in oc) Startift) End(ft)
Webs 2x4 SP#3 TC 24 0.00 21.31 Maximum Bot Chord Forces Per Ply(lbs)
BC 120 0.00 21.31 Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"1313"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. X-W 2 0 R-Q 2426 0
Nailnote
The TC of this truss shall be braced with attached W-V 132 -356 Q-P 2352 0
spans at 24"OC in lieu of structural sheathing. V-U 882 -38 P-0 2008 0
Nail Schedule:0.131"x3",min.nails U-T 1507 0 O-N 1292 0
Top Chord:1 Row @ 8.00"o.c. Hangers/Ties T-S 2141 0 N-M 8 0
Bot Chord:1 Row @12.00"o.c. (J)Hanger Support Required,by others S-R 2426 0
Webs :1 Row @ 4"o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting. Additional Notes Maximum Web Forces Per Ply(lbs)
Truss must be installed as shown with top chord up. Webs Tens.Comp. Webs Tens. Comp.
Special Loads The overall height of this truss excluding overhang is A-X 0 -30 S-G 145 -525
----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) 1-8-0. A-W 24 -693 G-Q 110 -99
TC-From 100 pif at 0.00 to 100 pit at 14.29 W-B 0 -758 Q-1 216 -85
TC-From 200 plf at 14.29 to 200 plf at 21.31 B-V 923 0 I-P 0 -236
BC-From 10 plf at 0.00 to 10 plf at 21.31
TC-1240 Ib Conc.Load at 0.15 V-C 0 -544 -J 398 0
J
C-U 733 0 -O 0 -441
Plating Notes U-D 0 -500 O-K 768 0
All plates are 3X4 except as noted. D-T 856 0 K-N 0 -719
T-E 0 -289 N-L 1336 0
Plate Shift Table F-S 114 -68 L-M 0 -818
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
[5] 3X4 2.25 R 1.25 [6] 3X4 1.75 R 1.25
(7) 3X4 S 1.25 [8] 3X4 S 1.25
[9] 3X4 2.25 R 1.25 [10] 3X4 1.75 R 1.25
[25] 3X4 S 1.25 (26) 3X4 S 1.25
[27] 4X4 2.25 R 1.25 [28] 4X4 1.75 R 1.25
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
Atlantic2 Ply:2SEQN:28203/T23/FLAT
15th Street Qty: 1 FROM. DRW:
FG4 Wgt:44.8lbs / ... 09/12/14
1112X4
A =3X3 g
00
1111112
39 C
3'10"12 1112X4
3X3 3'10"12
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.001 B 999 240 D 1336 /- /- /- /- /4.2
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.002 B 999 180 C 1432 /-
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 A - - D Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.001 A C Min Brg Width Req= -
NCBCLL:10.00 Mean Height:NA ft Code/Mise Criteria Creep Factor:1.5 Bearing D is a rigid surface.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.425
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.063 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.114 Chords Tens.Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 -15
I:NA GCpi:NA Plate Type(s):
Wind Duration:NA WAVE VIEW Ver:14.02.02A.0619.20 Maximum Bot Chord Forces Per Ply(Ibs)
Lumber Hangers/Ties Chords Tens.Comp.
Value Set:13B(Effective 6/1/2013) (J)Hanger Support Required,by others D-C 16 0
Top chord 2x6 SP SS Dense
But chord 2x4 SP#2 Additional Notes
Webs 2x4 SP#3 Truss must be installed as shown with top chord up. Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Lumber value set"'I 3B"uses design values approved The overall height of this truss excluding overhang is
1/30/2013 by ALSC 1-8-0. A-D 0 -658 B-C 0 -706
D-B 0 -1
Nailnote
Nail Schedule:0.131"x3",min.nails
Top Chord:2 Rows @ 4.00"o.c.(Each Row)
Bot Chord:1 Row @12.00"o.c.
Webs :1 Row @ 4"o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00)
TC-From 200 plf at 0.00 to 200 plf at 3.90
BC-From 10 plf at 0.00 to 10 plf at 3.90
TC- 755 Ib Conc.Load at 1.06
TC- 466 Ib Conc.Load at 2.04
TC- 728 Ib Conc.Load at 3.06
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 3.90
BC 47 0.00 3.90
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
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
Atlantic2 Ply:2 SEQN:11981/T45/FLAT
15th Street Qty: 1 FROM: DRW:
FG6 Wgt:138.6lbs .. / ... 09/12/14
2'1"14 3'9"3 5'1"13 6'9"2 8'0"12 12'1"8
2'1"14 1'7"6 1 1'4"10 1 17'6 1 1'3"10 1 4'0"12
4X4[1] =3X8 =3X8 1112X4 1112X4 =3X8('-) =5X5[14]
A B C D E F
Li I Li
Li
21'11"
III 2 =AX8 =�X8 -V8 =3X8 =5X7[131 1113X
11'a
IA 12'
1'8"6 1 17"6 17"6 1 2'014 1 1'8"6 1 3'5"4
r 1'8"6 1 TY 11 1 4'11"1 1 6'11"14 1 8'8"4 12'1"8 1
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.197 E 739 240 N 1049 /- /- /- /- /3.5
BCL-: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.307 E 473 180 H 1549 /- /- /- /- /-
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.025 A - - N Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.039 A H Min Brg Width Req= -
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing N is a rigid surface.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.729
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.727 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.810 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0-1042 D-E 0 -2868
I:NA GCpi:NA Plate Type(s): B-C 0-1891 E-F 0 -2900
Wind Duration:NA WAVE VIEW Ver:14.02.03.0717.20 C-D 0-2782 F-G 0 -2969
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 2x4 SP M-31 Chord Spacing(in oc) Start(ft) End(ft) N-M 33 0 K-J 2868 0
Webs 2x6 SP#2 TC 24 0.00 12.12 M-L 1327 0 J-1 3023 0
W2,W4,W6,W9 2x4 SP#3::W11 2x4 SP#2: BC 120 0.00 12.12
Apply pur ins to any chords above or below fillers L-K 2142 0 I-H 158 0
Lumber value set"1313"uses design values approved at 24"OC unless shown otherwise above.
1/30/2013 by ALSC The TC of this truss shall be braced with attached Maximum Web Forces Per Ply(Ibs)
Nailnote spans at 24"OC in lieu of structural sheathing. Webs Tens.Comp. Webs Tens. Comp.
Nail Schedule:0.131"x3",min.nails Hangers/Ties A-N 0 -488 K-D 0 -289
Top Chord:1 Row @12.00"o.c. A-M 1093 0 E-J 151 -12
Bot Chord:1 Row @11.75"o.c. (J)Hanger Support Required,by others M-B 0 -526 J-F 84 -302
Webs :1 Row @ 4"o.c. B-L 661 0 F-I 11 -99
Use equal spacing between rows and stagger nails Additional Notes L-C 0 -461 I-G 2870 0
in each row to avoid splitting. Truss must be installed as shown with top chord up. C-K 835 0 G-H 0 -710
Special Loads The overall height of this truss excluding overhang is
p 1-0-0.
------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00)
TC-From 100 pIf at 0.00 to 100 plf at 12.12
BC-From 10 pif at 0.00 to 10 pIf at 12.12
BC-1264 Ib Conc.Load at 8.46
Plating Notes
(")1 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
Ill 4X4 S 1.25 [13] 5X7 S 1.25
[14] 5X5 1.75 R 1.75
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAP E X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
treet15thAtlaStreet Ply:2 SEON:11979/T14/FLAT 15th Qty: 1 FROM: DRW:
FG8 Wg1:88.21bs / ... 09/12/14
2'4"15 4'0"9 6' 8'4°
2'4"15 117"11 1 11'1117 2'4"
A 3X3[1] =36X8 III2CX4 1112pX4 =3X4[10]
171
21'11"
4
1„ =3X8 =3X8 =3X8 1112X4
1 8,2„8
1'11"7 1'10"7 1 2'4"15 1 2'1"4
1'11"7 3'9"13 6'2"12 8'4"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs)
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): 0.034 C 999 240 J 572 /- /- /- /- /3.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.053 C 999 180 F 750 /
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.007 A - - J Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.010 A F Min Brg Width Req= -
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing J is a rigid surface.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.152
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.456 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.440 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A_B 0 -583 C-D 0 -943
I:NA GCpi:NA Plate Type(s): B-C 0 -921 D-E 0 -908
Wind Duration:NA WAVE VIEW Ver:14.02.03.0717.20
Lumber Purlins Maximum Bot Chord Forces Per Ply(lbs)
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: J-1 25 0 H-G 943 0
Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) I-H 720 0 G-F 33 0
Webs 2x6 SP#2:W2,W4,W7 2x4 SP#3: TC 24 0.00 8.33
BC 100 0.00 8.33
Lumber value set"136"uses design values approved Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(Ibs)
1/30/20.3 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-J 0 -267 H-C 6 -97
Nail Schedule:0.131"x3",min.nails spans at 24"OC in lieu of structural sheathing. A-1 593 0 D-G 0 -113
Top Chord:1 Row @12.00"o.c. Additional Notes I-B 0 -251 G-E 924 0
Bot Chord:1 Row @12.00"o.c. Truss must be installed as shown with to chord u B-H 290 0 E-F 0 -361
Webs :1 Row @ 4"o.c. p p.
Use equal spacing between rows and stagger nails The overall height of this truss excluding overhang is
in each row to avoid splitting. 1.0-0.
Special Loads
------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00)
TC-From 100 plf at 0.00 to 100 pIf at 8.33
BC-From 10 pIf at 0.00 to 10 plf at 8.33
BC- 405 Ib Conc.Load at 6.00
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
Ill 3X3 S 1.25 [10] 3X4 1.75 R 1.25
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
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
tr15thAtIaPly:1 SEQN:28113/T57/SY42
15th Street Oty: 1 FROM: DRW:
FGEt Wgt:64.41bs ! ... 09/12/14
1�'�f' 1,2„$
1,2"8 1'2"8 1'2„$-��— 1,2.,8 17"8—i 1�.__�"g�
A B C D E F G H I
CV)— T
T90
J
1F 1 1'1"2
ISII2X4 RQ O N M L III 2X4
10'9"12
10'9"12
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 1W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(I-Q: 0.000 1 999 106 S' 106 /124
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TQ: 0.001 1 999 106 K 62 /_ /_ !_ /_ /5.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 B - - S Min Brg Width Req= -
Des Ld: 55.00 EXP:NA HORZ(TL):0.000 B K Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings S&K are a rigid surface.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.177
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.031 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 0 0 E-F 0 0
I:NA GCpi:NA Plate Type(s): B-C 0 0 F-G 0 0
Wind Duration:NA WAVE VIEW Ver:14 02 02A 0619 20 C-D 0 0 G-H 0 0
Lumber Additional Notes D-E 0 0 H-1 0 0
Value Set:13B(Effective 6/1/2013) See detail STRBRIBRO211 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 S-R 0 0 O-N 0 0
Lumber value set"13B"uses design values approved 1-8-0. R-Q 0 0 N-M 0 0
1/30/2013 by ALSC Q-P 0 0 M-L 0 0
Bracing
P-O 0 0 L-K 0 0
Sheathing is required for any longitudinal(drag)forces. Maximum Web Forces Per Ply(lbs)
All connections to be designed by the building
designer. Webs Tens.Comp. Webs Tens. Comp.
Fasten rated sheathing to one face of this frame. T-S 0 -9 I-K 0 -48
Plating Notes A-S 0 -53 K-J 0 -9
All plates are 1X3 except as noted. Maximum Gable Forces Per Ply(lbs)
Purlins
Gables Tens.Comp. Gables Tens. Comp.
In lieu of structural panels or rigid ceiling use purlins B-R 0 -142 F-N 0 -133
to laterally brace chords as follows: C-Q 0 -132 G-M 0 -133
Chord Spacing(in oc) Start(ft) End(ft) D-P 0 -134 H-L 0 -135
TC 24 0.25 10.56 E-0 0 -133
BC 120 0.25 10.56
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
End Vertical Attachment
Attach notched end vertical(s)to next end vertical
using(3)qty.10d box or(0.128"x3"min)gun nails
through wide face or(3)qty.1-1/2"leg 16-Gage 1"
wide(minimum)Crown staples on each narrow face.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAP E X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
Atlantic2 Ply:1 SEAN:28542/T48/SY42
15th Street Qty: 1 FROM: DRW:
FGE3 Wgt:79.8lb / ... 09/12/14
9"12
13'1"4 1
3 ��q
8'8 117"
'
III 2X4
31 C - D E F G H I J K L
T T
Min—
°1 Z
1 1112X411'1"2
Y 3X3 W V U T S R Q P O 1112X4
♦ 12'9"4
L
13'4"4
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),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): 0.027 Y 255 55 X` 151 /- /_ /- /- /149
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.058 Y 118 55 N 46 /- /- /- /_ /4.2
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.072 A - - W /241
Des Ld: 55.00 EXP:NA HORZ(TL):-0.155 A X Min Brg Width Req= -
NCBCLL: 10.00 Mean Height:NA it Code/Misc Criteria Creep Factor:1.5 N Min Big Width Req= 1.5
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.682 Bearings X&N are a rigid surface.
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.602
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.096 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
l:NA GCpi:NA Plate Type(s): A-B 17 0 G-H 1 0
Wind Duration:NA WAVE VIEW Ver:14.02.02A.0619.20 B-C 1 0 H-I 1 0
Lumber Additional Notes C-D 1 0 I-J 1 0
Value Set:136(Effective 6/1/2013) See detail STRBRIBR0211 for bracing and bridging D-E 1 0 J-K 1 0
recommendations. E-F 1 0 K-L 1 0
Top chord 4x2 SP#2 F-G 1 0
Bot chord 4x2 SP#2 Truss must be installed as shown with top chord up.
Webs 4x2 SP#3 The overall height of this truss excluding overhang is
Maximum Bot Chord Forces Per Ply(Ibs)
Lumber value set"1313"uses design values approved 1-8-0.
1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp.
Special Loads Y-X 14 0 S-R 0 1
X-W 0 1R-Q 0 1
---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) W-V 0 1 Q-P 0 1
TC-From 100 plf at 0.12 to 100 pit at 13.23 V-U 0 1 P-0 0 -1
BC-From 10 plf at 0.00 to 10 plf at 13.35 U-T 0 -1 0-N 0 -1
TC- 474 Ib Conc.Load at 0.15 T-S 0 -1
Plating Notes
All plates are 1X3 except as noted. Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Purlins
Y-A 2 -120 X-B 0 -412
In lieu of structural panels or rigid ceiling use purlins Z-Y 1 -54 L-N 0 -37
to laterally brace chords as follows: A-X 0 -110 N-M 0 -7
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 12.98
BC 120 -0.12 12.98 Maximum Gable Forces Per Ply(Ibs)
Apply purfins to any chords above or below fillers Gables Tens.Comp. Gables Tens. Comp.
at 24"OC unless shown otherwise above.
C-W 118 -22 H-R 0 -134
End Vertical Attachment D-V 0 -155 I-Q 0 -133
Attach notched end vertical(s)to next end vertical E-U 0 -129 J-P 0 -136
using(3)qty.10d box or(0.128"x3"min)gun nails F-T 0 -134 K-O 0 -121
through wide face or(3)qty.1-1/2"leg 16-Gage 1" G-S 0 -133
wide(minimum)Crown staples on each narrow face.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 �APEX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
Atlantic2 Ply:1 SEQN:28100/T32/SY42
15th Street Qty: 1 FROM: DRW:
FGE6 Wgt:28.0lbs / ... 09/12/14
1'0„4 1.2,.8 2"1
(TYP) fr
A B C D E F
-----------------
T N
1 21'11"
M
1112X4 K J I H
1112X4
f 5.9,E
5'10"8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/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): 0.001 B 999 360 M` 108 /- /- /- /- /69.0
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 B 999 240 M Min Brg Width Req= -
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.003 B - - Bearing M is a rigid surface.
Des Ld: 55.00 EXP:NA HORZ(TL): 0.004 B - -
NCBCLL:10.00 Mean Height:NA ft Code/Mise Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs)
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.156 Chords Tens.Comp. Chords Tens. Comp.
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.054 A_g 0 4 D-E 0 4
Spacing:24.0” MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.032 B-C 0 -4 E-F 0 -4
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: C-D 0 -4
I:NA GCpi:NA Plate Type(s):
Wind Duration:NA WAVE I VIEW Ver:14.02.02A.0619.20 Maximum Bot Chord Forces Per Ply(lbs)
Lumber Additional Notes Chords Tens.Comp. Chords Tens. Comp.
Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. M-L 4 0 J-1 4 0
Top chord 4x2 SP#3 The overall height of this truss excluding overhang is L-K 4 0 I-H 4 0
Bot chord 42 SP#3 1-0-0. K-J 4 0
Webs 4x2 SP#3
Lumber value set"1313"uses design values approved
1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Bracing M-A 0 -40 D-J 0 -141
Sheathing is required for any longitudinal(drag)forces. N-M 0 -8 E-1 0 -102
All connections to be designed by the building B-L 0 -142 F-H 7 0
designer. C-K 0 -131 H-G 0 -9
Fasten rated sheathing to one face of this frame.
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 0.00 5.50
BC 68 -0.12 5.50
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
End Vertical Attachment
Attach notched end vertical(s)to next end vertical
using(3)qty.10d box or(0.128"x3"min)gun nails
through wide face or(3)qty.1-1/2"leg 16-Gage 1"
wide(minimum)Crown staples on each narrow face.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
Atlantic2 Ply:1 SEQN:28267/T71/SY42
15th Street Qty: 1 FROM: DRW:
FGE8 Wgt:42.0 lbs I ... 09/12114
1'1„12 1'2"8 1'2"8 1'2"8
T A B C D E F
- I 9' N G
SO
1 11'1"2
H
1112X4 L K J I 1112X4
r
6'110"4
j=
6'10"4
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 L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 F 999 360 M' 106 /- /- /- /- /82.3
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 F 999 240 M Min Brg Width Req= -
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 B - - Bearing M is a rigid surface.
Des Ld: 55.00 EXP:NA HORZ(TL): 0.000 B
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(lbs)
Soffit: 0.00 TCDL:NA psi Bldg Code: FBC 2010 RES Max TC CSI: 0.177 Chords Tens.Comp. Chords Tens. Comp.
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.031 A-B 0 0 D-E 0 0
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.032 B-C 0 0 E-F 0 0
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber:
C-D 0 0
I:NA GCpi:NA Plate Type(s):
Wind Duration:NA WAVE VIEW Ver:14.02.02A.0619.20 Maximum Bot Chord Forces Per Ply(lbs)
Lumber Additional Notes Chords Tens.Comp. Chords Tens. Comp.
Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. M-L 0 0 J-I 0 0
Top chord 4x2 SP#3 The overall height of this truss excluding overhang is L-K 0 0 I-H 0 0
Bot chord 42 SP#3 1-8-0. K-J 0 0
Webs 42 SP#3
Lumber value set"136"uses design values approved Maximum Web Forces Per Ply(Ibs)
1/30/2013 by ALSC Webs Tens.Comp. Webs- Tens.—Comp.
Bracing N-M 0 -9 F-H 0 -50
Sheathing is required for any longitudinal(drag)forces. A-M 0 -53 H-G 0 -9
All connections to be designed by the building
designer. Maximum Gable Forces Per Ply(lbs)
Fasten rated sheathing to one face of this frame. Gables Tens.Comp. Gables Tens. Comp.
Plating Notes B-L 0 -142 D-J 0 -133
All plates are 1X3 except as noted. C-K 0 -132 E-1 0 -138
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 6.48
BC 76 0.12 6.48
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
End Vertical Attachment
Attach notched end vertical(s)to next end vertical
using(3)qty.10d box or(0.128"x3"min)gun nails
through wide face or(3)qty.1-1/2"leg 16-Gage 1"
wide(minimum)Crown staples on each narrow face.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAP E X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
Atlantic2 Ply:1 SEQN:28150/T26/HIP_
15th Street Qty: 2 FROM: rDR :
HJ02 Wgt:29.4lbs / ... 09/12/14
C
T2.83 p 2 24'11"5
r7
04 =311) .. °' 23'10"
1D N
-
A 22'11"
0 1.41
12
�-210 10 8'51 178
8'5,1 "9
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):-0.095 D 999 240 E 254 /178 /- /- /- /7.8
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.182 D 545 180 D 108 /23 /- /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.027 D - - C 100 /88 /- I- 1- /1.5
Des Ld: 32.00 EXP:D HORZ(TL): 0.052 D Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:23.90 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: 0.766 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.598 C Min Brg Width Req= -
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Bearing E is a rigid surface.
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. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20
Lumber Additional Notes A-B 19 -16 B-C 23 -20
Value Set:13B(Effective 6/1/2013) Shim all supports to solid bearing.
Top chord 2x4 SP#2 The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x4 SP#2 2-3-13. Chords Tens.Comp.
Lumber value set"l 3B"uses design values approved B-D 13 -11
1/30/2013 by ALSC
Special Loads
------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
TC-From 0 plf at -2.89 to 54 plf at 0.00
TC-From 2 plf at 0.00 to 2 plf at 8.42
BC-From 0 plf at -2.89 to 4 plf at 0.00
BC-From 2 plf at 0.00 to 2 plf at 8.42
TC- 11 Ib Conc.Load at 2.94
TC- 144 Ib Conc.Load at 5.76
BC- 23 Ib Conc.Load at 2.94
BC- 93 Ib Conc.Load at 5.76
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 -2.89 8.42
BC 75 0.15 8.42
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 eAP
C rX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray ULIL-AUUWAX�Am
PE No.60839 PE No.58544 PE No.71457
Atlantic2 Ply:1 SEAN:27998/T6/JACK
15th Street Qty: 8 FROM: DRW:
J01 Wgt:7.0lbs / ... 09/12/14
12
4
2X4(A1) C
B � 31'3"11
4 °O 30'11"
A p
210118 }� 1
8
Jim
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/ 1 Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 323 /319 1223 !- /62 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D -42 /33 /56 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D C -96 177 /119 /- /- /1.5
Des Ld: 32.00 EXP:D HORZ(TL):-0.001 D Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:31.09 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.743 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.148 C Min Brg Width Req= -
MWFRS Parallel Dist:0 to h/2 Re Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface.
Spacing:24.0" p
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs)
Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 Chords Tens-Comp. Chords Tens. Comp.
Lumber A-B 38 0 B-C 104 -35
Value Set:13B(Effective 6/1/2013)
Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP#2
Bot chord 2x4 SP#3 Chords Tens.Comp.
Lumber value set"'I 3B"uses design values approved B-D 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(fl) End(ft)
TC 24 -2.04 1.00
BC 10 0.15 1.00
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
0-8-3.
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
Atlantic2 Ply:1 SEQN:28002/T5/EJAC
15th Street Qty: 6 FROM: DRW:
J03 Wgt:18.2 lbs / ... 09/12/14
C
12 � 32'7"11
4 �
M
O �
2X4(A1)
B
04
�3 �+30'11"
A D
5' �
2'0"8 'i1-8
5' 511"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 U# Loc R 1U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 316 /235 /175 /- 1 149 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 63 /0 /25 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 D C 102 /121 /36 /- /- /1.5
Des Ld: 32.00 EXP:D HORZ(TL): 0.007 D Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:31.76 ft Code/Misc Criteria Creep Factor:1.5B Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.776 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.282 C Min Brg Width Req= -
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface.
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. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20
Lumber A-B 38 0 B-C 32 -69
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 B-D 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 -2.04 5.00
BC 58 0.15 5.00
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
2-0-3.
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 eAPtEX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
Atlantic2 Ply:1 SEQN:28146/T17/JACK
15th Street Qty:4 FROM: DRW:
J05 Wgt:16.8lbs / ... 09/12/14
12 C
T 4 � T 24'31,11
N
00 =2M(A1)B 23'6"1
T3 D 71 N 22'11"
A
0 2
12
2'0"8
4'
'�'
4' "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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.008 D 999 240 B 292 /179 /169 /- /106 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.011 D 999 180 D 47 /5 /22 /- /- /1.5
BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.004 D - - C 72 /71 /27 /- /- /1.5
Des Ld: 32.00 EXP:D HORZ(TL):0.005 D Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:23.59 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.707 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.241 C Min Brg Width Req= -
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface.
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. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20
Lumber A-13 38 0 B-C 23 -70
Value Set:13B(Effective 6/1/2013)
To chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs)
P Chords Tens.Comp.
Bot chord 2x4 SP#3
Lumber value set"1313"uses design values approved B-D 8 -7
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 -2.04 4.00
BC 47 0.15 4.00
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
Shim all supports to solid bearing.
The overall height of this truss excluding overhang is
1-8-3.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include SCSI 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 LIM
PE No.60839 PE No.58544 PE No.71457
Atlantic2 Ply:1 SEAN:16466/T30/JACK
15th Street Qty: 2 FROM: DRW:
J09A Wgt:9.8lbs / ... 09/12/14
12
4 � C
2X4(A1) 23'7"11
M
B o
22'11"
A p
� 9" �
2' np
I_ 2��„8 V
f 2, +'8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.Oo Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.028 D 387 85 E 447 /353 /321 /- /68 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.048 D 221 85 D -186 /129 /158 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 C - - C 24 /48 147 /- /- /1.5
Des Ld: 32.00 EXP:D HORZ(TL):-0:019 C Wind reactions-based on MWFRS
NCBCLL:10.00 Mean Height:23.26 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: 0.709 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.864 C Min Brg Width Req= -
Spacing:24.0” MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Bearing E is a rigid surface.
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. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:14.02.03.0717.20
Lumber A-B 39 0 B-C 34 -37
Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#2
Bot chord 2x4 SP#2 Chords Tens.Comp.
Lumber value set"l 3B"uses design values approved B-D 217 -27
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 -2.04 2.00
BC 24 0.00 2.00
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.
Left cantilever is exposed to wind
Additional Notes
Negative reaction(s)of-186#MAX.(See Max
Reactions table above)from a non-wind load case
requires uplift connection.
The overall height of this truss excluding overhang is
1-0-3.
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
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAP E X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
Atlantic2 Ply:1 SEQN:28148/T20/EJAC
15th Street Qty: 8 FROM: DRW:
J11 Wgt:22.4lbs / ... 09/12/14
C
12 TT-V 4'1111
4 c�
Cn
M �
23'10"1
N .2X4(A1�
C _ CV
T3 22'11"
A
0 2
12
2'0"8 6 „8
6' 6 "8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI 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):-0.024 D 999 240 B 344 /205 /187 /- /145 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.047 D 999 180 D 77 /2 /31 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.010 D - - C 128 /123 /43 /- /- /1.5
Des Ld: 32.00 EXP:D HORZ(TL): 0.019 D Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:23.93 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.690 D Min Brg Width Req= -
S
Load Duration:1.25
BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.476 C Min Brg Width Req= -
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface.
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. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ve,:14.02.02A.0619.20
Lumber A-B 38 0 B-C 40 -111
Value Set:13B(Effective 6/1/2013)
Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#2
Bot chord 2x4 SP#3 Chords Tens.Comp.
Lumber value set"13B"uses design values approved B-D 13 -12
1/30/2013 by ALSC
Purlins
In lieu of structural panels or rigid ceiling use pur ins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -2.04 6.00
BC 71 0.15 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
Shim all supports to solid bearing.
The overall height of this truss excluding overhang is
2-4-3.
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 fAPEX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
Atlantic2 Ply:1 SEQN:11814/T7/COMN
15th Street Qty:4 FROM: DRW:
T02 Wgt:47.61bs / ... 09/12/14
6'2"8 12'5"
67"8 6'2"8
12 _ C—4X4
T 4ip
�
N
1 -2X4(A1) B =2X4(A1) M
y'3I
A E30'11"
1112X4
2'0"8 67"8 6'2"8 2'0"8�{
67"8 12'5"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.021 F 999 240 B 522 /302 1228 /- /75 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.039 F 999 180 D 522 /302 /228 /- /- 15.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 F - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:D HORZ(TL): 0.012 F B Min Brg V1/idth Req= 1.5
NCBCLL:10.00 Mean Height:31.96 it Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.477 Bearings B&D are a rigid surface.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.315
Spacing:24.0" MWFRS Parallel Dist:h/2 to In Rep Factors Used:Yes Max Web CSI: 0.073 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 38 0 C-D 419 -646
Wind Duration:1.60 WAVE VIEW Ver:14.02.03.0717.20 B-C 418 -646 D-E 38 0
Lumber
Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP 92 Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2 B-F 569 -266 F-D 569 -266
Webs 2x4 SP#3
Lumber value set"136"uses design values approved Maximum Web Forces Per Ply(Ibs)
1/30/2013 by ALSC Webs Tens.Comp.
Purlins C-F 191 0
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) Endift)
TC 24 -2.04 14.46
BC 120 0.15 12.27
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
2-5-0.
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
Atlantic2 Ply:1 SEQN.28083/T12/HIPS
15th Street Qty: 1 FROM: FDR :
T08 Wgt:194.6lbs / ... 09/12/14
6' 12'1"4 15' 1111" 22'4"14 26'11" 32'11"
2'10"12 211 4'S"14
VT10 --V5
T 12
111Gk2X4�
3X4[26]
M
o_ 12 v
4 go5X5(SR (a)
H'e 5X5(SRS) n
T T1 =6x12
M _
N S4X8(F1 12X4 1=4X5(A2)
1 A 112X4 =4X4[18 = 3X8 =3X4[30 JJ 2211
0 2 P N M L K
12
2'0"8 5'10"4 6'1"4 3'0"8 2'9"4 3'1"12 6' 6' 2'0"8
5'10"4 B1 11'11"8 15' 119"4 20'11 26'11" 32'11"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions Jibs)
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): 0.478 D 819 391 g 1196 /495 /536 /- /212 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.918 D 426 391 1 1195 /493 /540 /- /- /5.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.197 K - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:D HORZ(TL): 0.378 K B Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:26.18 it Code/Misc Criteria Creep Factor:1.5 1 Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.915 Bearings B&I are a rigid surface.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.999
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.964 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.29 it FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 38 0 F-G 1078 -1525
Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 B-C 2786-4546 G-H 1860 -2784
Lumber Additional Notes C-D 1867-3101 H-1 1646 -2637
D-E 2013-3069 I-J 38 0
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is E-F 1026-1317
Top chord 2x4 SP#2:T1 2x4 SP M-30: 6-10-3.
Bot chord 2x4 SP#2:B1 2x4 SP M-30:
Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs)
Lumber value set"1313"uses design values approved Chords Tens.Comp. Chords Tens. Comp.
1/30/2013 by ALSC B-Q 4305-2531 M-L 1743 -977
Q-0 4365-2576 L-K 1743 -977
Bracing P-N 31 -18 K-1 2449 -1455
(a)Continuous lateral restraint equally spaced on N-M 1301 -605
member.
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 Site No Size Shift Bite Q-C 207 -176 E-N 418 -898
[18] 4X4 S 1.25 [26] 3X4 S 1.25 C-0 1119-1557 E-M 201 -131
[30] 3X4 S 1.25 D-0 335 -324 M-F 443 -311
O-P 450 M-G 486 -587
Purlins O-N 1563 -722 G-K 980 -664
In lieu of structural panels or rigid ceiling use purlins O-E 2530-1453 H-K 521 -627
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -2.04 34.96
BC 67 0.15 12.08
BC 73 12.10 32.77
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.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAP E X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
Atlantic2 Ply:1 SEQN:11853 I T10/COMN
15th Street Qty: 1 FROM: DRW:
T09A Wgt:177.8lbs .. / ... 09/12/14
i 1'6 7' 12'4"8 i 1TY11 22'6"8 2711" 33'4"11 134'11
1'6"5 5'S"11 S'4"8 5'1" 5
•1" 5'4"8 5'S"111'6 5
E=5X5
12
6 p
;3X4 G T2 F k3X4
T3
n_
12 ft6X8
4 p
;6X8 C G
T
_ =5X7(A2)3 �� HmW(A2)
-j- A _ I _+277"4
N M L �K J
1'6"5 5'7'7 4'1 1"4 5'S"5 5'3"11 4'11"4 57'7
7'1"12 12'1" 17'6"5 22'10" 27'9"4 33'4"11 34'1
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/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):-0.412 G 990 408 A 1140 /1298 /1123/- /210 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.710 L 574 408 1 1140 /1298 /11231- /- /5.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.144 L - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:D HORZ(TL):0.247 J A Min Brg Width Req= 1.6
NCBCLL:10.00 Mean Height:26.71 It Code/Misc Criteria Creep Factor:1.5 1 Min Brg Width Req= 1.6
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.857 Bearings A&I are a rigid surface.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.990
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.718 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.49 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 457 -484 E-F 1270 -1540
Wind Duration:1.60 WAVE VIEW Vr:14.02.03.0717.20 B-C 3815 -3546 F-G 2418 -2291
Lumber Wind C-D 2417-2282 G-H 3818 -3563
D-E 1269-1540 H-1 342 -351
Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C
Top chord 2x6 SP SS Dense:T2,T3 2x4 SP#2: member design.
x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2
Webs 2x4 x4 S Additional Notes Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13B"uses design values approved Negative reaction(s)of-1298#MAX.(See Max B-N 3508 -3880 L-K 3117 -3073
1/30/2013 by ALSC Reactions table above)Requires uplift connection. N-M 3495-3860 K-J 3726 -3913
The overall height of this truss excluding overhang is M-L 1858-1553 J-H 3740 -3934
Purlins 7-10-11.
In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(Ibs)
to laterally brace chords as follows: Webs Tens.Comp. Webs Tens. Comp.
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 34.92 C-N 214 -126 L-F 557 -728
BC 32 1.77 33.15 C-M 884 -1198 F-K 499 -308
Apply purlins to any chords above or below fillers M-D 499 -308 K-G 887 -1198
at 24"OC unless shown otherwise above. D-L 557 -728 J-G 216 -136
E-L 1035 -711
Loading
Truss transfers a maximum horizontal load of
5200#( 148.93 plf)along top chord,from either
direction,to supports where indicated.Diaphragm and
connections are to be designed by Engineer of Record.
Drag Loads:Force(#) (PLF) Mbr Start End
Case 1: 5200 148.93 TC 0.00 34.92
5200 423.98 BC 8.29 20.63
Case 2: 5200 148.93 TC 0.00 34.92
5200 423.98 BC 8.29 20.63
Case 1 5200 148.93 TC 0.00 34.92
5200 423.98 BC 8.29 20.63
Case 4: 5200 148.93 TC 0.00 34.92
5200 423.98 BC 8.29 20.63
Drag Load for wind only.
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 eAPVEX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
Atlantic2 Ply:1 SEAN:28079/T37/COMN
15th Street Qty: 3 FROM: DRW:
T10 Wgt:179.2lbs / ... 09/12/14
6' 11'2"14 16'5"8 19'11"8 26'11" 32'11"
6' S'2"14 5'2"10 3'6" 6'11"8 6'
E=
6X10
12
6 F 3X4
03X4(10 T3
o_
m 12 r
T 4 05X5(SR -8X8 (a) G' 5X5(SRS)
T4
o K iv=5X7 H=
B4 012X 4X8(F1)
1 A 49
=Mlc =3X81 2X4 1 i I
P, O N M 2 v
12
2'0"8 6'0"4 5'11"12 4'6"8 3'S" 6" 6'7"4 5'70"4 2'0"8
6'0"4 12' 166"8 19'11"8 0' "8 210"12 32'11"
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 1U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.457 K 856 391 B 1196 /388 /533 /- /234 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.880 K 444 391 H 1197 /391 /530 /- /- /5.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.191 J - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:D HORZ(TL): 0.367 J - B Min Big Width Req= 1.5
NCBCLL:10.00 Mean Height:26.54 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.560 Bearings B&H are a rigid surface.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 1.000
Spacing:24.0" MWFRS Parallel Dist:In to 2h Rep Factors Used:Yes Max Web CSI: 0.895 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.29 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 38 0 E-F 1790 -2839
Wind Duration:1.60 WAVE,HS VIEW Ver:14.02.02A.0619.20 B-C 1569-2652 F-G 1642 -2896
Lumber Additional Notes C-D 1790-2808 G-H 2686 -4551
D-E 975-1420 H-1 38 0
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is
Top chord 2x4 SP#2:T3,T4 2x4 SP M-30: 7-6-15.
Bot chord 2x4 SP#2:B4 2x4 SP M-30: Maximum Bot Chord Forces Per Ply(Ibs)
Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"1313"uses design values approved B-P 2464 -1354 L-K 2613 -1283
1/30/2013 by ALSC P-0 1675 -862 K-J 4343 -2492
O-N 1675 -862 J-H 4310 -2465
Bracing N-M 24 -14
(a)Continuous lateral restraint equally spaced on
member. Maximum Web Forces Per Ply(Ibs)
Plate Shift Table Webs Tens.Comp. Webs Tens. Comp.
JT Plate Lateral Chord JT Plate Lateral Chord C-P 528 -647 L-M 1 -26
No Size Shift Bite No Size Shift Bite P-D 1059 -691 L-F 385 -485
[9] 3X4 2.25IR 1.25 [10] 3X4 S 1.25 D-N 516 -626 F-K 234 -49
[17] 3X8 3.25 R 1.25 E-N 5 -255 K-G 1224 -1745
E-L 2281 -1287 G-J 148 -80
Purlins N-L 1400 -551
In lieu of structural panels or rigid ceiling use pur ins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -3.51 33.49
BC 85 -1.32 18.35
BC 7 18.43 18.99
BC 78 18.99 31.31
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.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAP E X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
Atlantic2 Ply:1 SEQN:28250/T35/COMN
15th Street Qty: 1 FROM: DRW:
T11A Wgt:162.4lbs / ... 09/12/14
6' 12'7"4 16'5" i 3"12 26'11" 3711" i
6' 4 F 3.10"8 4 r 20'3'10"4 �- 67..4 �- 6'
E=
5X7
12
6 p
1112X4 D F 1112X4 _
N
O_
n 12 v
T 4 g5X5(SR (a) (a) G""(SRS) m
=6X1 B2 =6X1
"rte+ =4X8(F1 12X4 L K 112X H=4X8(F1)
1 A M 1 J I 22'11"
0 2
12
2'0"8 5'10"4 6'7"4 8' 6'7"4 5'10"4 2'0"8
5'10"4 12'5"8 20'5"8 210"12 32'11"
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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.511 D 765 391 B 1197 /874 /569 /- /236 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.985 D 397 391 H 1197 /1010 /705 /- /- /5.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.256 J - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:D HORZ(TL): 0.493 J B Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:26.54 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.510 Bearings B&H are a rigid surface.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.979
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.809 Maximum Top Chord Forces Per Ply(lbs)
C&C Dist a:3.29 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 38 0 E-F 1843 -2922
Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 B-C 3233-4539 F-G 2625 -2909
Lumber Loading C-D 2042-2909 G-H 3937 -4539
D-E 1848-2922 H-1 38 0
Value Set:13B(Effective 6/1/2013) Truss transfers a maximum horizontal load of
Top chord 2x4 SP M-31 4000#( 121.53 plf)along top chord,from either
Bot chord 2x4 SP M-31:B2 2x4 SP M-30: direction,to supports where indicated.Diaphragm and Maximum Bot Chord Forces Per Ply(lbs)
Webs 2x4 SP#3 connections are to be designed by Engineer of Record. Chords Tens.Comp. Chords Tens. Comp.
Drag Loads:Force(#) (PLF) Mbr Start End
Lumber value set"13B"uses design values approved Case 1: 4000 121.53 TC 0.00 32.92 B-M 4298-3109 K-J 4328 -3839
1/30/2013 by ALSC 4000 444.44 BC 10.62 19.63 M-L 4328-3143 J-H 4298 -3799
Case 2: 4000 121.53 TC 0.00 32.92 L-K 2670-2343
Bracing 4000 444.44 BC 10.62 19.63
(a)Continuous lateral restraint equally spaced on Case 3: 4000 121.53 TC 0.00 32.92 Maximum Web Forces Per Ply(lbs)
member. 4000 444.44 BC 10.62 19.63 Webs Tens.Comp. Webs Tens. Comp.
Case 4: 4000 121.53 TC 0.00 32.92
Purlins 4000 444.44 BC 10.62 19.63 M-C 146 -74 E-K 1520 -1002
In lieu of structural panels or rigid ceiling use purlins Drag Load for wind only. C-L 1203-1714 F-K 371 -375
to laterally brace chords as follows: L-D 371 -375 K-G 1206 -1714
Chord Spacing(in oc) Start(ft) End(ft) L-E 1520 -945 G-J 168 -81
TC 24 -2.04 34.96
BC 49 0.15 12.46
BC 51 12.46 20.46
BC 43 20.46 32.77
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
Negative reaction(s)of-1010#MAX.(See Max
Reactions table above)Requires uplift connection.
The overall height of this truss excluding overhang is
7-6-15.
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
Atlantic2 Ply:1 SEQN:16483/T43/COMN
15th Street Qty: 1 FROM: DRW:
T14 Wgt:113.41bs .. / ... 09/12/14
6' 10'11" 1 15' 1T11" 1 19'4"8i
4,111 4' 2,11„ 15,8
=4x4
E=4X4 F
G 1112X4
12
6 p
83X4 �
N
un
M
t0 �
4 2 Y4X5(SRS) C F-
TT 24'7"5
=5X5 =3X8 114X5[22)
J I H n
=4X4(A1) B 2X4 °D
A K 1 22'11"
0 2
12
5'10"4 4'9"4 46"4 12
2'0"8 510"4 107'8 15'1"12 19'4"8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.180 C 999 240 B 765 /281 /384 /- /258 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.347 C 665 230 H 621 /279 /301 /- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.051 H - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:D HORZ(TL): 0.098 H B Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:26.18 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.484 Bearing B is a rigid surface.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.989
Spacing:24.0" MWFRS Parallel Dist:h/2 to In Rep Factors Used:Yes Max Web CSI: 0.479 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 38 0 D-E 366 -541
Wind Duration:1.60 WAVE VIEW Ve,:14.02.03.0717.20 B-C 1422-2301 E-F 382 -431
Lumber Additional Notes C-D 825-1333 F-G 29 -18
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is
To chord 2x4 SP#2 6-10-3. Maximum Bot Chord Forces Per Ply(Ibs)
Top Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2
Webs 2x4 SP#3 B-K 2163 -1613 J-1 1106 -851
Lumber value set"13B"uses design values approved K-J 2174-1628 I-H 169 -133
1/30/2013 by ALSC
Maximum Web Forces Per Ply(Ibs)
Plate Shift Table Webs Tens.Comp. Webs Tens. Comp.
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite K-C 118 -12 E-1 102 -15
[22] 05 S 3.00 C-J 725 -992 I-F 527 -405
J-D 506 -315 F-H 463 -588
Purlins D-1 614 -804 G-H 51 -41
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 -2.04 19.38
BC 69 0.15 10.62
BC 99 10.62 19.38
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
(J)Hanger Support Required,by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
Atlantic2 Ply:1 SEQN:16479/T21/COMN
15th Street Qty: 1 FROM: DRW:
T16 Wgt:96.6lbs / ... 09/12/14
6' 11' 19'4"8
6' 7 5' 84"8
6X8 113X4118]
12 D
(a)
in c 4 2 %4X5(SRS) C
"a T -
v 23'1,"5
4X4(A1) B =H0310 =3X4116] 114X5[20]
1112X4 1 H G F r
2'
1 1 2
A ,1"
0 2
12
67"8 4'4"8 84"8
2'0"8 6'7"8 11' 19'4"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 Udell L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.256 H 903 240 B 763 /332 /381 /- /206 /5.5
BCLL: o.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.490 H 471 230 F 617 /362 /276 /- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.074 F - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:D HORZ(TL): 0.141 F B Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:25.18 it Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.819 Bearing B is a rigid surface.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.971
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.690 Maximum Top Chord Forces Per Ply(lbs)
C&C Dist a:3.00 it FT/RT:30(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 38 0 C-D 692 -1079
Wind Duration:1.60 WAVE,HS VIEW Ver:14.02.03.0717.20 B-C 1608-2355 D-E 18 -26
Lumber Wind
Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP#2 member design. Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2 Right end vertical not exposed to wind pressure. B-1 2213-1739 H-G 2144 -1691
Webs 2x4 SP#3 I-H 2123-1677 G-F 935 -712
Lumber value set"1313"uses design values approved Additional Notes
1/30/2013 by ALSC The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(lbs)
Bracing
4-10-3. Webs Tens.Comp. Webs Tens. Comp.
(a)Continuous lateral restraint equally spaced on I-C 340 -215 D-F 755 -988
member. C-G 999-1234 E-F 190 -205
D-G 467 -198
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
[16] 3X4 S 1.25 [18] 3X4 S 2.25
[20] 4X5 S 3.00
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 -2.04 19.38
BC 69 0.15 6.62
BC 68 6.62 19.38
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers I 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
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAPVEX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
Allantic2 Ply:1 SEAN:16475 I T34/COMN
15th Street Qty: 1 FROM: DRW:
T18 Wgt:110.6lbs / ... 09/12/14
8'9"4
6' 7' 1'9"4� 13'8"8 19'4"8
6' f 1' 4'11"4 5'8"
12
6
1112X4 =3X4 =3X3[25]
E=4X4 F G H
T4 2 \A4X5(SKS) D T T
r 0C3X4 b
T iv io
N =2X4(A1) B
a� 14X5 =3X8 =4X4 1 I
22'11"
A N M L =3X4 111112X4 27]
K J 11
1114X5[20]
02
12
8'10"4 10'6"4
2'7"8 3'212 2'9"4 5'4"8 54"8
f-2'0"8 -i-27'.8 -}- 5'10"4 r-8'7"8 -}- 14 J 194"8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.017 C 999 240 B 382 /220 /200 /- /173 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.037 C 999 180 K 714 /492 /291 /- /- /5.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.005 M - - 1 312 /201 /121 -
Des Ld: 32.00 EXP:D HORZ(TL): 0.011 M Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:24.18 ft Code I Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.440 K Min Brg Width Req= 1.5
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.424 1 Min Brg Width Req= -
MWFRS Parallel Dist:0 to h/2 Re Factors Used:Yes Max Web CSI: 0.334 Bearings B&K are a rigid surface.
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. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:14.02.03.0717.20
Lumber Additional Notes A-B 38 0 E-F 195 -148
B-C 265 -485 F-G 174 -133
Value Set:13B(Effective 6/1/2013) Shim all supports to solid bearing. C-D 63 -199 G-H 213 -344
Top chord 2x4 SP#2 The overall height of this truss excluding overhang is D-E 156 -225
Bot chord 2x4 SP#2 2-10-3.
Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs)
Lumber value set"1313"uses design values approved Chords Tens.Comp. Chords Tens. Comp.
1/30/2013 by ALSC
B-N 439 -364 K-J 355 -229
Plate Shift Table N-M 425 -364 J-1 11 -8
JT Plate Lateral Chord JT Plate Lateral Chord M-L 35 -34
No Size Shift Bite No Size Shift Bite
[20] 4X5 S 3.00 [25] 3X3 S 1.75 Maximum Web Forces Per Ply(Ibs)
[27] 2X4 S 2.25 Webs Tens.Comp. Webs Tens. Comp.
Purlins N-C 110 -25 L-K 349 -447
In lieu of structural panels or rigid ceiling use purlins C-M 245 -265 K-G 365 -544
to laterally brace chords as follows: M-D 201 -180 G-J 139 -99
Chord Spacing(in oc) Start(ft) End(ft) M-E 317 -268 J-H 369 -227
TC 24 -2.04 19.38 E-L 245 -312 H-1 213 -289
BC 30 0.15 2.62 F-L 192 -212
BC 76 2.62 8.89
BC 120 8.92 19.38
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers I Ties
(J)Hanger Support Required,by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
Atlantic2 Ply:3 SEAN:16491 I T51/HIPM
15th Street Qty: 1 FROM: DRW:
T20 Wgt:522.9lbs / ... 09/12/14
1�6'S'8
1.
8'012 12'4" 15'6" 11 20'7" 24'10"4 29'5" 32'11"
36" 4'612 43"4 32 4'1"8
12
4 =8X7 =-g4 =Y4 =W"G =TX4 =�X4 =5�7
1112X4
3X4(A1 K=3X4(At)
Ta A L �� _+22'11"
IJ T SR Q PO N IM N
=3X4 =4X5(--)
F9„ 31'5, 9-{
2'0"8 3'7"12 4'1"8 4'2'12 "8 4' .' 4'S" 4'8 42"12 491 3'7"12 2'0"8
i' + 3'712 T 7'9"4 + 12' 1 '0"8 16'5"8 r 20'10"8 211" 25'1"12 29'3"4 + 32'11"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.471 G 800 376 B 1559 /996 I- /- /- /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.905 G 416 376 K 1559 /996 /- /- /- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.041 C - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:D HORZ(TL): 0.080 C - B Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:23.51 ft Code/Misc Criteria Creep Factor:1.5 K Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.349 Bearings B&K are a rigid surface.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.240
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.397 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:329 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 13 -10 G-H 1778 -2817
Wind Duration:1.60 WAVE VIEW Ver:14.02.03.0717.20 B-C 647-1079 H-1 1675 -2668
Lumber Plating Notes C-D 1243-1998 I-J 1243 -1998
D-E 1676-2668 J-K 647 -1079
Value Set:13B(Effective 6/1/2013) (")2 plate(s)require special positioning.Refer to E-F 1778-2817 K-L 13 -10
Top chord 2x4 SP#2 scaled plate plot details for special positioning F-G 1778-2817
Bot chord 2x6 SP SS Dense requirements.
Webs 2x4 SP#3 Plate Shift Table Maximum Bot Chord Forces Per Ply(Ibs)
Lumber value set"I 3B"uses design values approved JT Plate Lateral Chord JT Plate Lateral Chord Chords Tens.Comp. Chords Tens. Comp.
1/30/2013 by ALSC No Size Shift Bite No Size Shift Bite
[10] 3X4 S 125 [28] 3X4 S 1.25 B-U 1011 -604 Q-P 2697 -1700
.
Nailnote U-T 1011 -601 P-0 2063 -1291
Nail Schedule:0.131"x3",min.nails Purlins T-S 2063-1291 O-N 2063 -1291
Top Chord:1 Row @12.00"o.c. S-R 2063-1291 N-M 1011 -601
Bot Chord:1 Row @12.00"o.c. In lieu of structural panels or rigid ceiling use purlins R-Q 2697-1700 M-K 1011 604
Webs :1 Row @ 4"o.c. to laterally brace chords as follows:
Repeat nailing as each layer is applied.Use equal Chord Spacing(in oc) Start(ft) End(ft)
spacing between rows and stagger nails in each row TC 24 -2.04 34.96 Maximum Web Forces Per Ply(Ibs)
to avoid splitting. BC 120 0.75 32.17 Webs Tens.Comp. Webs Tens. Comp.
Apply purlins to any chords above or below fillers
Special Loads at 24"OC unless shown otherwise above. C-U 25 -14 Q-H 136 -81
C-T 1041 -665 H-P 98 -121
-----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Wind T-D 195 -267 P-1 639 -400
TC-From 55 plf at -2.04 to 55 plf at 3.50 Wind loads and reactions based on MWFRSD-R 640 -400 I-N 195 -267
.
TC-From 27 plf at 3.50 to 27 plf at 29.42 R-E 98 -121 N-J 1041 -665
TC-From 55 plf at 29.42 to 55 plf at 34.96 Left and right cantilevers are exposed to wind E-Q 136 -81 M-J 25 -14
BC-From 4 plf at -2.04 to 4 plf at 0.00
BC-From 10 plf at 0.00 to 10 plf at 3.51 Additional Notes Q-G 69 -71
BC-From 5 plf at 3.51 to 5 plf at 29.41 The overall height of this truss excluding overhang is
BC-From 10 plf at 29.41 to 10 plf at 32.92 1-6-3.
BC-From 4 plf at 32.92 to 4 plf at 34.96
TC- 122 Ib Conc.Load at 3.51,29.41
TC- 57 Ib Conc.Load at 5.56,7.56,9.56,1 1.56
13.56,15.56,17.35,19.35,21.35,23.35,25.35,27.35
BC- 77 Ib Conc.Load at 3.51,29.41
BC- 40 Ib Conc.Load at 5.56,7.56,9.56,11.56
13.56,15.56,17.35,19.35,21.35,23.35,25.35,27.35
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 eAPE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
Atlantic2 Ply:1 SEQN:28154/T16/COMN
15th Street Qty: 2 FROM: DRW:
T22 Wgt:61.6lbs / ... 09/12/14
6' 8' 13'
6' 2' 5-
12
6 %4X5 1113X4
D E T
\&4X5(SRS) I
12 C
0
(0 4 � N
V
ih co 24'2"5
N =2X4(A1) ---6X10(SRS) 1112X4[191
B JIC�
2X4 F
ry
4y'3
A 22'11"
0 2
12
�--2'0"8 5'10"4 2'3"4 4'10"8
5'10"4 8-T-8 13'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.065 H 999 240 B 559 /346 /280 /- /202 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.123 H 999 180 F 407 /285 /176 /- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.018 F - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:D HORZ(TL): 0.034 F B Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:24.43 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.454 Bearing B is a rigid surface.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.984
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.315 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 38 0 C-D 693 -811
Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 B-C 987-1233 D-E 667 -722
Lumber Additional Notes
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#2 3-4-3 Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2 B-H 1143-1072 G-F 15 -15
Webs 2x4 SP#3 H-G 1144-1079
Lumber value set"136"uses design values approved
1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs)
Plate Shift Table Webs Tens.Comp. Webs Tens. Comp.
JT Plate Lateral Chord JT Plate Lateral Chord H-C 97 -1 G-E 752 -694
No Size Shift Bite No Size Shift Bite C-G 425 -437 E-F 401 -382
[19] 2x4 S 2.75 D-G 187 -70
Purlins
In lieu of structural panels or rigid ceiling use pur ins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -2.04 13.00
BC 78 0.15 8.13
BC 58 8.13 13.00
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers I Ties
(J)Hanger Support Required,by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAP E X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
Atlantic2 Ply:1 SEQN:11969/T13/COMN
15th Street Qty: 2 FROM: DRW:
T24 Wgt:65.8lbs / ... 09/12/14
6' 12' 13'
6' 6' 1'
1112X4
=5X5 0 E
12
6
c+�
io
r� %4X5(SRS)
c C (a)
.n T =_4X4 G,2 24',1.
1 4 � T
2X4(A,)
a g
B H X4(9) iv o
1 y33 122,,,,
A o 2
12
6'0"7 6'11"9
20"8 6'0'7 13'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.105 C 999 240 B 555 /317 /280 /- /326 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.200 C 761 180 F 415 /334 1226 /- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.028 E - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:D HORZ(TL):-0.054 E B Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:25.43 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.455 Bearing B is a rigid surface.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.993
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.938 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 38 0 C-D 966 -1351
Wind Duration:1.60 WAVE VIEW Ver:14.02.03.0717.20 B-C 768-1262 D-E 8 -11
Lumber Additional Notes
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x4 SP#2 5-4-3.
Bot chord 2x4 SP#2 B-H 1174 -982 H-G 151 -160
Webs 2x4 SP#3
Lumber value set"13B"uses design values approved Maximum Web Forces Per Ply(Ibs)
1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp.
Bracing C-H 479 -479 G-F 391 -414
(a)Continuous lateral restraint equally spaced on H-D 1218 -978 G-E 121 -136
member. D-G 532 -482
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
(9) 3X4 2.50 R 1.25
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 -2.04 13.00
BC 74 0.15 12.86
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
(J)Hanger Support Required,by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
Atlantic2 Ply:1 SEAN:11863/T61/MONO
15th Street Qty: 11 FROM: DRW:
T26 Wgt:11.2lbs / ... 09/12/14
12
4 �
1112X4 C
1112X4
B
ch
v
A - - oD
1112X4 LLI
EP9D
210118 1112M
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 Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 96 E 276 /175 /174 /- /53 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 B 999 96 D -91 /66 /65 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.032 B - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:D HORZ(TL):-0.038 B E Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:23.09 ft Code I Misc Criteria Creep Factor:1.5 D Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.405 Bearing E is a rigid surface.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.079
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.242 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 38 0 B-C 73 -44
Wind Duration:1.60 WAVE VIEW Ver:14.02.03.0717.20
Lumber Maximum Bot Chord Forces Per Ply(Ibs)
Value Set:13B(Effective 6/1/2013) Chords Tens.Comp.
Top chord 2x4 SP#2 E-D 6 -34
Bot chord 2x4 SP#3
Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs)
Lumber value set"136"uses design values approved Webs Tens.Comp. Webs Tens. Comp.
1/30/2013 by ALSC
B-E 405 -267 C-D 92 -134
Bracing
Fasten rated sheathing to one face of this frame.
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
[3] 2X4 S 2.75
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 -2.04 1.00
BC 12 0.00 1.00
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
1-8-3.
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 eAPtEX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
EARLY POWER AGREEMENT & RELEASE
CITY OF ATLANTIC BEACH
Electric power is requested now under the conditions and terms of this fully executed Agreement&Release
.lob Address: a�- /
Permit No. l`fl— 16 l Service Type(Circle One): Overhead nderground
We,the undersigned General Contractor and Electrician,understand and agree:
1. "Early Power' is purely for our construction convenience, it is not required by Codes and does not
substitute for Final Inspections or the C/O(Certificate of Occupancy}'"fFiat must be issued before occupancy,
and as such is at the discretion of the Buildmg Official.
2, The City of Atlantic Beach will make a special inspection prior tothe early power energizing, All rough
inspections must have prior Approval,including meter base connections.
3. Occupancy or use of the new construction before a formal C/O constitutes fraudulent use of the earl
electric service. Such action is expressly prohibited and penalized by The City of Atlantic Bead
Ordinances. A violation of this Agreement shall result in a request for prompt removal of electric service
after a twenty-four hour notice.
4. "Early Power"release authority is the Electrician and/or the Contractor and must not occur before:
a. Equipment, devices and fixtures are installed(or blanked off)safely.
b. Panel is complete with breakers and cover,and(labeling required at final inspection).
e. Service connection;andg�rrounding is complete.
d. The electric system has§afely passed through electrical check.
e. Meter can isrmanentl marked with address.
f. Temporary address numbers displayed(permanent numbers are required for C/O).
5_ This fully completed form is to be submitted to the Building Department by hand,mail or fax.
6. Future such Agreements will not be accepted from those who violate any one of the above Items.
CONTRACTOR k fes' DATE 7
PRINT NAME jcc C 4)
ELECTMCLAN ��� 1 C- DATE S f 2r J
PRINT NAME
800 Seminole Road,Atlantic Beach PL 32233
Phone:(904)247-5826 Fax:(904)247-5845 http://www.coab.us revised 0130 09
City of Atlantic Beach
Building Department APPLICATION NUMBER
16
800 Seminole Road (To be assigned by the Building Department.)
Atlantic Beach, Florida 32233-5445
Phone(904) 247-5826 - Fax(904) 247-r,84.1,
Date
r
E-mail: building-dept@ccab.us routed:
Date APPLICATION
City web-site littp://www.coab.LIS
APPUCATON REVIEW AND TRACK9NG FORM
Property Address: Department review required Yes No
Building
Applicant:
Planning &Zoning
Tree Administrator
Project. Al Public Works
Public Utilities
Public Safety
Fire Services
Review 'fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt
Florida Dept. of Environmental Protection of Permit Veri i 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: Approve .d
(Circle
[]Denied.
Circle one.) Comments:
BUILDING
PLANNING &ZONING Reviewed by
TREE ADMIN. Date:- V1311
Second Review: []Approved as revised. IlDenied-
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: []Approved as revised. []Denied.
Comments:
Reviewed by.-
Date:
wised 07/27/-10
1 � �
C, , r
s� M V OF ATLANTIC BEACH
D u 800 SEMINOLE ROAD
J v 4 ATLANTIC BEACH,FL 32233
MAR
(904) 247-5800
gy st Sheet
Date: 4i Received b
y Resubmitted:
Permit Number: / 6 �,S"��R- 6 Clearance Sheet Number: '
Original Plans Examiner:
Project Name:
Project Address: /S ,e e 6j- (?er.Gh
Contractor: (SSS Contact Name:
Contact Phone Number: O y- / -3/9S Contact Fax Number: /
Revision/Plan Check/Permit Fee(s)Due: $ t! u
Description of Proposed Revision to Existing Permit
Pending Hold:
Structural:
Plumbing:
Mechanical:
Electrical:
Misc.: ini /1-l l Fi%N l Z," ,�i f
Y44?4-
Additional Increase in Building Value: $ �',�
_ Additional Square Footage:
Clearance Sheet/Site Plan Revised: ��1NGF � � l/ nvironmental Health Approval:
proposed changes.signing below,I(pr affirm that the above revision is inclusive of the
pr
Signature of C or/Agent(Contractor must sign if increase in valuation) Date
Office Use Only
Date: Approved: Rejected:
� Notified by:
Plan Review Comments:
Plans Examiner
Created 08/05/08.jlo Date