1515 Ocean Boulevard 2013 New Home Docs CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
4JJ3 �
Application Number . . . . . 13-00003445 Date 11/05/13
Property Address . . . . . . 1515 OCEAN BLVD
Application type description SINGLE FAMILY RESIDENCE
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 382800
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Application desc
NEW HOME
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Owner Contractor
-
------------------------
-----------------------
OSSI DEVELOPMENT, INC. OSSI CONTRACTING LLC
1112 THIRD STREET, SUITE 4 13349 STONE POND DR
ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32224
(904) 610-3195
--- Structure Information 000 000 NEW HOME
Construction Type . . . . . TYPE 5-B
Occupancy Type . . . . . . RESIDENTIAL
Flood Zone . . . . . . . . ZONE X
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Permit . . . . . . SINGLE FAMILY DWELLING NEW
Additional desc . .
Permit Fee . . . . 1329 . 00 Plan Check Fee 664 . 50
Issue Date . . . . Valuation . . . . 382800
Expiration Date . . 5/04/14
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Special Notes and Comments
Avoid damage to underground water/sewer utilities . Verify
vertical and horizontal location of utilities . Hand dig if
necessary. If field coordination is needed, call 247-5834 .
Ensure all meter boxes, sewer cleanouts and valve covers
are set to grade and visible .
A sewer cleanout must be installed at the property line.
Cleanout must be covered with an RT1 concrete box with
metal lid. Cleanout to be set to grade and visible.
A reduced pressure zone backflow preventer must be
installed if irrigation will be provided or if there is a
private well on the property. Backflow preventer must be
tested by a certified tester and a copy of the results sent
to Public Utilities .
All concrete driveway aprons must be 5" thick, 4000 psi,
with fibermesh from the edge of pavement to the property
line. Reinforcing rods or mesh area not allowed in the
right-of-way.
Full right-of-way restoration, including sod, is required.
Roll off container company must be on City approved list
PERMIT ISaum!?Ro:raQlb&l 2ACCe1M30tE kmupAis aaQ d' QnA-ajj .TyiC1Lght0"fv-AWW•AND THE FLORIDA
BUILDING CODES.
CITY OF ATLANTIC BEACH
j 800 SEMINOLE ROAD
J ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
Page 2
Application Number . . . . . 13-00003445 Date 11/05/13
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Special Notes and Comments
(Approved: Advanced Disposal, Realco, Shappelle ' s and Waste
Management . )
Full erosion control measures must be installed and
approved prior to beginning any earth disturbing
activities . Contact Public Works (247-5834) for Erosion
and Sediment Control Inspection prior to start of
construction.
2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE
A sewer cleanout must be installed at the property line .
Cleanout must be covered with an RT1 concrete box with
metal lid. Cleanout to be set to grade and visible .
*SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST
CONTROL COMPANY PRIOR TO C.O.
WINDOW AND DOOR INSPECTION:
*INSTALLATION INSTUCTIONS REQUIRED
*ALL STICKERS ARE TO REMAIN ON THE WINDOWS
*PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS
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Other Fees . . . . . . . . . STATE DCA SURCHARGE 19 . 94
DEV REVIEW-SINGLE & 2-FAM 50 . 00
ENG REV RESIDENTIAL BLD 100 . 00
STATE DBPR SURCHARGE 19 . 94
UTIL REV PRE APP >3 HRS 50 . 00
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Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 1329 . 00 1329 . 00 . 00 . 00
Plan Check Total 664 . 50 664 . 50 . 00 . 00
Other Fee Total 239 . 88 239 . 88 . 00 . 00
Grand Total 2233 . 38 2233 . 38 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
BUILDING PERMIT APPLICATION Q �]
CITY OF ATLANTIC BEACH SEP 13 '13
FILE C 800 Seminole Road, Atlantic Beach, FL 32233
Office (904) 247-5826 Fax (904) 247-5845 N�
Job Address: Permit Number:
Legal Description 110!f / /e G 3 0,4p ,1. Parcel #
oor Area of Sq. t. 'q. t
Valuation of Work$ 2 0,� , Proposed Work heated/cooled non-heated/cooled
Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door
Use of existing/proposed structure(s) (circle one): Commercial >
If an existing structure,is a fire sprinkler system installed? (Circle one): es o N/A
Florida Product Approval #
For multiple products use product approval form
Describe in detail the type of work to be performed:�Lo
Property Owner Information:
Name: Address: / 1 12 3r� Sal GG"I ✓. I
City Stater--i-Zip 3 22 G s. Phone 90 Pe /y ".7/Rr
E-Mail or Fax#(Optional) SA,,A Q
Contractor Information:
Company Name: G 1,4,-'— Qualifying Agent:
Address: L City A/ � t State f%L Zip
IF
Office Phone V v y -6/v '3 1,7L! Job Site/Contact Number Fax#
State Certification/Registration# C (' C 16' 1 '/ 0 /
Architect Name & Phone # 0 cs v ter;
Engineer's Name &Phone # 15L %C
Fee Simple Title Holder Name and Address__
Bonding Company Name and Address
Mortgage Lender Name and Address
Application is hereby made to obtain a permit to do the work and installations as indicated. I cert that no work or installation has commenced prior to the
issuance of a permit and that all work wzll be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null
and void rf work is not commenced within six(ti)months, or if construction or work is suspended or abandoned for a period of six(ti)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
R, O 2.00 - CJ 3U) g _ 33q
COMMENCEMENT.
I hereby cert that I have read and examined this application and know the same to be true and correct. All provisions of I nd ordinances governing this
type o/work will be complied wi w ther speci ied herein or not. The granting of a permit does not presume to gm, autl ority violate or cancel the
provisions of any other federal, e, local raw regulating construction or the performance of construction.
Signature of Owner L Signature of Contractor
Print Name �, /!�- d... �•, Print Name ....�.. ......... Js S,
Sw t�xd subscrib eforgme Swo Agkubscrib for 20 -
thi Day of T .20 )-3 this Day of
IL
Not ubliI
Pyti�. E IFERWALKER u >c
:+= MY COMMISSION#FF 011480 JENNIFER W R .
EXPIRES:April 24,2017 =''tY r�y4�B kja 1.26.10
?p�.�o Bonded Thor Notary Public Underwriters a+; + MY COMMISSION ril 24,2017
EXPIRES: p
tir fRd Bonded Thru Notary Public Underwriters
i
DO NOT WRITE BELOW - OFFICE USE ONLY
Applicable Codes: 10FLORMA BUILDING DE
Review Result (circle one):
Cp�prove� Disapproved Approved w/ Conditions
Review Initials/Date: M�—
Development Size
Habitable Spaces/,P& S,F Non-Habitable
Impervious area
Miscellaneous Information
Occupancy Group P_-3
Type of Construction
Number of Stories
Zoning District le S - -1
Max. Occupancy Load
Fire Sprinklers Required
Flood Zone /1//4
Conditions/Comments: X`sl.ao spe
rsi City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
?tri 800 Seminole Road
_ Atlantic Beach, Florida 32233-5445 Y
Phone(904)247-5826 - Fax(904)247-5845 /
E-mail: building-dept@coab.us Date routed:
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: pr Deparftent review required Yes No
'Building__. _
Applicant: f Q /� a Hing 8<Zoning
/ ree Administrator
Project: y V /�'i f, u lic Works.
T' 661116 uulMe
Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified B
Florida Dept.of Environmental Protection
Florida Dept.of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: [jApproved. enied. �
(Circle one.) Comments. Tyv-,P— r'40lo�{
BUILDING I
PLANNING &ZONING j
5F
1 5 wyl Date:
TREE ADMIN. ��, "`���
❑Denied.
PUBLIC WORKS � n �
PUBLIC UTILITIES J
PUBLIC SAFETY � � v AYer Date: D
FIRE SERVICES ❑Denied•
Date:
Revised 05/14/09
City of Atlantic Beach APPLICATION NUMBER
�s'r �� Building Department (To be assigned by the Building Department.)
r ;r� 800 Seminole Road 2 jz/el
Atlantic Beach, Florida 32233-5445 J 7
Phone(904)247-5826 • Fax(904)247-5845
��J3tt E-mail: building-dept@coab.us Date routed: ��
City web-site: http://www.coab.us 14
APPLICATION REVIEW AND TRACKING FORM
Property Address: NO/ PqRnt review required Yes No
Buildin
Applicant: j &iTz22 th*Aq 11ahning &Zoning%
/
Tree Administrator
Project: 1k) D /I� u tic Wo s
is
u is Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified B
Florida Dept.of Environmental Protection
Florida Dept. of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: Approved. ❑Denied.
(Circle one.) Comments:
BUILDI
PLANNING &ZONING Reviewed by: Date: /D �3
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:
L
vised 05/14/09
�c.,c%Iv�
...... City of Atlantic Beach °SSP -n APPLICATION NUMBER
Building Department 13y. ZO13 (To be assigned by the Building Deparirnent.)
ri 800 Seminole Road ,
V .. �r Atlantic Beach, Florida 32233-5445 � /7`
Phone(904)247-5826 . Fax(904)247-5845
r�.j�if> E-mail: building-dept@coab.us \ Date routed:
City web-site: http://www.coab.us 04
APPLICATION REVIEW AND TRACKING FORM
Property Address: �`] p� runt review required Yes No
Building._.
Applicant: 1 0 /� ning &Zoning
G ree Administrator
Project: �G ZD /7-7 Cr, u Iic Worlcs
Ic tittles
ubtic Safety
Fire Services
Review fee $ .� Dept Signatu
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified B
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: Approved. ❑Denied.
(Circle one.) Comments:
BUILDING
PLANNING &ZONING Reviewed by:
TREE ADMIN. Second Review:
QApproved as revised. ❑Denied.
P WORKS Comments:
PUBLIC UTILI ES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: QApproved as revised. []Denied.
Comments:
Reviewed by._ Date:
Revised 05/14/09
CITY OF ATLANTIC BEACH
PUBLIC UTILITIES
1200 Sandpiper Lane
ATLANTIC BEACH,FL 32233
(904) 270-2535 or (904) 247-5874
NEW WATER/SEWER TAP REQUEST
Date: _9/25/13 Project Address: 1515 Ocean Blvd.
No. of Units: I Commercial Residential X Multi-Family
New Water Tap(s) &Meter(s)_Existing Meter Size(s)
New Irrigation Meter Upgrade Existing Meter from to (size)
New Connection to City Sewer Existing
Name: Ossi Contracting_
Applicant Address:
City: State: FL Zip:
Phone Number: Cell Number:
Email Address Fax:
Signature:
(Applicant)
CITY STAFF USE ONLY
Application# l3 ' c3
Replacement of existing house that
Water System Development Charge $ was already on water& sewer.
Sewer System Development Charge $
Water Meter Only $ No fees required.
Water Meter Tap $
Sewer Tap $
Cross Connection $ _
Other $
TOTAL $
APPROVED: Donna Kaluzniak 9/25/13
(Utility Director or Authorized Signature)
ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES
CAN BE ASSESSED
City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
rj 800 Seminole Road
�. Atlantic Beach, Florida 32233-5445 /77
Phone(904)247-5826 • Fax(904)247-5845
Ht.> E-mail: building-dept@coab.us Date routed:
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 71 rbmpt review required Yes No
Buildin
Applicant: 51 Q �Vlkning &Zoning
/G ree Administrator
Project: ublic Work's
icTJtitttle
-Public Safety
Fire Services
Review fee $ % . Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified B
Florida Dept. of Environmental Protection
Florida Dept.of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other.
APPLICATION STATUS
Reviewing Department First Review: ❑Approved. Denied.
(Circle one.) Comments:
BUILDING
PLANNING &ZONING Reviewed by: Date: lo)J JL?
C1
TREE ADMIN. Second Review:
QApproved as revised. Denied.
PUBLIC WORKS Comments: 01R� '
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date: U
FIRE SERVICES Third Review: Approved as revised. ❑Denied.
Comments:
Reviewed by:40 Date:ld .�
Revised 05/94/09
Pe r-M i � 14- 13 -- 3 y z Sr
NOTICE OF COMMENCEMENT
State of Tax Folio No.
County of a � LE
COPY ! ,To Whom It May Concern:
The undersigned hereby informs you that improvenien""s t" iS 'lffadi��d'7rn real property, and in accordance with Section 713 of
the Florida Statutes,the following information is stated 'n this NOTICE OF COMMENCEMEN .
Legal Description of property being improved: 3 /h —Uv o
Address of property being improved: ( $(s 04e 6,,, A761
General description of improvements: N e 4 �ss;�� �� ��A3,1 7—
Owner: D-S (7C ,, �,41- Address: 3
wner's interest in site of the improvement: ny-
e Simple Titleholder(if other than owner):
Name:
Contractor: r►
Address: i
Telephone No.: Fax No: e�V z— (F€o —1 L 7 l
Surety(if any)
Address: Amount of Bond$
Telephone No: Fax No:
Name and address of any person making a loan for the construction of the improvements
Name:
Address:
Phone No: Fax No:
Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be
served: Name:
Address:
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):
Doc#2013236803,OR BK 16526 Page 2052, )WNER
Number Pages: 1
Recorded 09/13/2013 at 11:15 AM, i
Ronnie Fussell CLERK CIRCUIT COURT DUVAL tgned: Date:
COUNTY lefore met ! 3 day of in the County of Duval,S t
RECORDING$10.00 �fFlori as personally appeared S 621"Y)1CP
lotary Public at Large,State of Flo ida,County of Duval.
,U/ SP1y commission expires: " �" 2,2- 15—
Personally
ersonally Known: or
ACENEETT RIVAS Produced Identification: a9 Ste_
MY C(NMISSION#EE123334 ti
E Y✓FRES:Septembc 09,201 S
y I i -4fYwy DilNu1M Af .CD.
FORM 405-10
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: 1515 OCEAN-OSSI Builder Name: OSSI ai
Street: 1515 OCEAN BOULEVARD Permit Office: ATLANTIC BEACH
City, State,Zip: ATLANTIC BEACH , FL,32233- Permit Number:
Owner: Jurisdiction: copy
Design Location: FL,Jacksonville
1. New construction or existing New(From Plans) 9. Wall Types(3656.7 sqft.) Insulation Area
2. Single family or multiple family Single-family a. Frame-Wood, Exterior R=19.0 3316.70 ftz
b. Frame-Wood, Adjacent R=19.0 340.00 ftz
3. Number of units, if multiple family 1 c. N/A R= ftz
4. Number of Bedrooms 4 d. N/A R= ftz
10.Ceiling Types (1848.0 sqft.) Insulation Area
5. Is this a worst case? No a. Under Attic(Vented) R=38.0 1848.00 ftz
6. Conditioned floor area above grade(ftz) 3187 b. N/A R= ftz
c. N/A R= ftz
Conditioned floor area below grade(ftz) 0 11. Ducts R ftz
7. Windows(499.0 sqft.) Description Area a. Sup: 1st Floor, Ret: 1st Floor, AH: 1st Floor 6 349
a. U-Factor: Dbl, U=0.47 499.00 ftz b. Sup: 2nd Floor, Ret:2nd Floor, AH:2nd Floor 6 461
SHGC: SHGC=0.31
b. U-Factor: N/A ftz 12. Cooling systems kBtu/hr Efficiency
a. Central Unit 30.0 SEER:13.00
SHGC: b.Central Unit 30.0 SEER:13.00
c. U-Factor: N/A ftz
SHGC: 13. Heating systems kBtu/hr Efficiency
d. U-Factor: N/A ftz a. Electric Heat Pump 30.0 HSPF:7.70
SHGC: b. Electric Heat Pump 30.0 HSPF:7.70
Area Weighted Average Overhang Depth: 2.842 ft.
Area Weighted Average SHGC: 0.310 14. Hot water systems
a. Electric Cap:60 gallons
8. Floor Types (3187.0 sqft.) Insulation Area EF:0.940
a. Floor Over Other Space R=19.0 1387.00 ftz b. Conservation features
b.Slab-On-Grade Edge Insulation R=0.0 1345.00 ftz None
c. other(see details) R= 455.00 ftz 15. Credits Pstat
Total Proposed Modified Loads: 45.88 PASS
Glass/Floor Area: 0.157 Total Standard Reference Loads: 67.74
I hereby certify that the plans and specifications covered by Review of the plans and O, 5T4p,
this calculation are in compliance with the Florida Energy specifications covered by this le,
Code. calculation indicates compliance cuff,
with the Florida Energy Code.
PREPAR4DY*: G Before construction is completed r 01,
VA
DATE: __ this building will be inspected for w rt
compliance with Section 553.908
I herebycertify that this buildi I.esigned, is in compliance Florida Statutes.Ywith the Florida Energy Codn wEOWNER/AGENT: t BUILDING OFFICIAL:
DATE: DATE: _ 9-0 S-15! - --
- Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist
9/6/2013 11:57 AM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6
PROJECT
Title: 1515 OCEAN-OSSI Bedrooms: 4 Address Type: Street Address
Building Type: User Conditioned Area: 3187 Lot#
Owner: Total Stories: 2 Block/SubDivision:
#of Units: 1 Worst Case: No PlatBook:
Builder Name: OSSI Rotate Angle: 0 Street: 1515 OCEAN BOULEV
Permit Office: ATLANTIC BEACH Cross Ventilation: County: DUVAL
Jurisdiction: Whole House Fan: City, State,Zip: ATLANTIC BEACH,
Family Type: Single-family FL, 32233-
New/Existing: New(From Plans)
Comment:
CLIMATE
IECC Design Temp Int Design Temp Heating Design Daily Temp
Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range
FL,Jacksonville FL_JACKSONVILLE—INT 2 32 93 70 75 1281 49 Medium
BLOCKS
Number Name Area Volume
1 Blockl 1345 13450
2 Block2 1842 18420
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 1 st Floor 1345 13450 Yes 1 1 1 Yes Yes Yes
2 2nd Floor 1842 18420 No 2 3 1 Yes Yes Yes
FLOORS
# Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Slab-On-Grade Edge Insulatio 1st Floor 183 ft 0 1345 ft2 _--- 0 0 1
2 Floor over Garage 2nd Floor ---- ---_ 455 ft2 19 0 0 1
3 Floor Over Other Space 2nd Floor -_-- ---- 1387 ft2 19 0 0 1
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
# Type Materials Area Area Color Absor. Tested Tested Insul. (deg)
1 Gable or shed Composition shingles 2060 ft2 462 ft2 Medium 0.96 No 0.9 No 0 26.6
ATTIC
# Type Ventilation Vent Ratio(1 in) Area RBS IRCC
FV
1 Full attic Vented 300 1842 ft2 N N
9/6/2013 11:57 AM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6
CEILING
# Ceiling Type Space R-Value Area Framing Frac Truss Type
1 Under Attic(Vented) 1 st Floor 38 6 ft2 0.11 Wood
2 Under Attic(Vented) 2nd Floor 38 1842 ft2 0.11 Wood
WALLS
AdjacentCavity Width Height Sheathing Framing Solar Below
- # -Ornt -
-- To Wall Type Space R_Value Ft In- Ft In Area R-Value- Fraction -Absor. Grade%
---
1 N Exterior Frame-Wood 1st Floor 19 19 2 10 191.7 ft2 0.23 0.75 0
2 E Exterior Frame-Wood 1st Floor 19 38 4 10 383.3 ft2 0.23 0.75 0
3 S Exterior Frame-Wood 1st Floor 19 33 2 10 331.7 ft2 0.23 0.75 0
4 W Exterior Frame-Wood 1st Floor 19 58 4 10 583.3 ft2 0.23 0.75 0
_ 5 N Exterior Frame-Wood 2nd Floor 19 33 10 330.0 ft2 0.23 0.75 0
6 E Exterior Frame-Wood 2nd Floor 19 58 4 10 583.3 ft2 0.23 0.75 0
7 S Exterior Frame-Wood 2nd Floor 19 33 10 330.0 ft2 0.23 0.75 0
8 W Exterior Frame-Wood 2nd Floor 19 58 4 10 583.3 ft2 0.23 0.75 0
9 N Garage Frame-Wood 1st Floor 19 14 10 140.0 ft2 0.23 0.75 0
10 E Garage Frame-Wood 1st Floor 19 20 10 200.0 ft2 0.23 0.75 0
DOORS
# Ornt Door Type Space Storms U-Value Ft Width In Ft eightln Area
1 N Wood 1st Floor None .2 .1 .1 .1 ft2
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall Overhang
# Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening
1 E 2 Vinyl Low-E Double Yes 0.47 0.31 54.0 ft2 2 ft 0 in 17 ft 0 in Drapes/blinds None
2 E 2 Vinyl Low-E Double Yes 0.47 0.31 36.0 ft2 2 ft 0 in 17 ft 0 in Drapestblinds None
3 S 3 Vinyl Low-E Double Yes 0.47 0.31 42.0 ft2 7 ft 0 in 10 ft 0 in Drapes/blinds None
4 S 3 Vinyl Low-E Double Yes 0.47 0.31 54.0 ft2 2 ft 0 in 17 ft 0 in Drapes/blinds None
5 W 4 Vinyl Low-E Double Yes 0.47 0.31 42.0 ft2 7 ft 0 in 10 ft 0 in Drapes/blinds None
6 W 4 Vinyl Low-E Double Yes 0.47 0.31 12.0 ft2 2 it 0 in 17 ft 0 in Drapes/blinds None
7 W 4 Vinyl Low-E Double Yes 0.47 0.31 36.0 ft2 2 it 0 in 17 it 0 in Drapes/blinds None
8 W 4 Vinyl Low-E Double Yes 0.47 0.31 18.0 ft2 2 it 0 in 17 it 0 in Drapes/blinds None
9 N 5 Vinyl Low-E Double Yes 0.47 0.31 75.0 ft2 2 It 0 in 6 ft 0 in Drapes/blinds None
10 E 6 Vinyl Low-E Double Yes 0.47 0.31 15.0 ft2 2 ft 0 in 6 ft 0 in Drapesiblinds None
11 E 6 Vinyl Low-E Double Yes 0.47 0.31 10.0 ft2 2 it 0 in 6 ft 0 in Drapes/blinds None
12 S 7 Vinyl Low-E Double Yes 0.47 0.31 15.0 ft2 2 ft 0 in 6 it 0 in Drapesiblinds None
13 S 7 Vinyl Low-E Double Yes 0.47 0.31 20.0 ft2 2 ft 0 in 6 it 0 in Drapes/blinds None
14 W 8 Vinyl Low-E Double Yes 0.47 0.31 25.0 ft2 2 ft 0 in 6 it 0 in Drapes/blinds None
15 W 8 Vinyl Low-E Double Yes 0.47 0.31 30.0 ft2 2 it 0 in 6 it 0 in Drapes/blinds None
16 W 8 Vinyl Low-E Double Yes 0.47 0.31 15.0 ft2 2 it 0 in 6 it 0 in Drapes/blinds None
9/6/2013 11:57 AM EnergyGauge®USA- FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6
GARAGE
y F-;;
# Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 455 ftz 0 ftz 64 ft 8 ft 19
INFILTRATION
# Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Best Guess .0005 4179.8 229.46 431.54 .474 7.869
HEATING SYSTEM
# System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump None HSPF:7.7 30 kBtu/hr 1 sys#1
2 Electric Heat Pump None HSPF:7.7 30 kBtu/hr 2 sys#2
COOLING SYSTEM
# System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit None SEER: 13 30 kBtu/hr 900 cfm 0.75 1 sys#1
2 Central Unit None SEER: 13 30 kBtu/hr 900 cfm 0.75 2 sys#2
HOT WATER SYSTEM
# System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Garage 0.94 60 gal 70 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert # Company Name System Model# Collector Model# Area Volume FEF
None None ftz
DUCTS
Supply---- ----Return---- Air CFM 25 CFM25 HVAC#
# Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool
1 1st Floor 6 349 11:2 1st Floor 70 ftz Default Leakage 1st Floor (Default) (Default) 1 1
2 2nd Floor 6 461 ft2 2nd Floor 92 ftz Default Leakage 2nd Floor (Default) (Default) 2 2
9/6/2013 11:57 AM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6
TEMPERATURES
Programable Thermostat:Y Ceiling Fans:
Cooling [ ]Jan [ ] Feb HX
Mar [ ] Apr ]] Ma �Xj Jun JXJ Jul [X]Au �xi
Se [ ]Oct [[ ] Nov Dec
Heating 4X]Jan f X] Feb Mar [ ]Apr j
]May Jun Jul [ ]AuSeP [ ]Oct [ Nov l Dec
Venting ]Jan [[ ] Feb Mar [X]Apr ]]May Jun Jul [ ]Aug Se [X]Oct [[X]Nov [ Dec
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 78 78 78 78 78 78 78 78 78 78
Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
9/6/2013 11:57 AM 9Y 9
Ener Gau e®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6
FORM 405-10
Florida Code Compliance Checklist
Florida Department of Business and Professional Regulations
Residential Whole Building Performance Method
ADDRESS: 1515 OCEAN BOULEVARD PERMIT#:
ATLANTIC BEACH, FL, 32233-
MANDATORY REQUIREMENTS SUMMARY- See individual code sections for full details.
COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK
Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed.
Recessed lighting IC-rated as meeting ASTM E 283. Windows and
doors= 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces:
gasketed doors & outdoor combustion air. Must complete envelope
leakage report or visually verify Table 402.4.2. i
Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and
controls cooling system. Where forced-air furnace is primary system,
programmable thermostat is required. Heat pumps with supplemental
electric heat must prevent supplemental heat when compressor can
meet the load.
Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the
primary air containment passageways for air distribution systems shall
be considered ducts or plenum chambers, shall be constructed and
sealed in accordance with Section 503.2.7.2 of this code.
403.3.3 Building framing cavities shall not be used as supply ducts.
Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in
Table 403.4.3.2. Provide switch or clearly marked circuit breaker
(electric) or shutoff (gas). Circulating system pipes insulated to = R-2 %
+ accessible manual OFF switch.
Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical
ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level.
No make-up air from attics, crawlspaces, garages or outdoors adjacent
to pools or spas.
Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of= 1
& Spas HP shall have the capability of operating at two or more speeds. Spas
and heated pools must have vapor-retardant covers or a liquid cover or
other means proven to reduce heat loss except if 70%of heat from
site-recovered energy. Off/timer switch required. Gas heaters minimum i
thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters
minimum COP= 4.0.
Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per
Tables 503.2.3. Equipment efficiency verification required. Special
equipment occasion cooling or heating capacity requires separate system or /
variable capacity system. Electric heat>10kW must be divided into two
or more stages.
Ceilings/knee walls 405.2.1 R-19 space permitting.
9/6/2013 11:57 AM 9Y 9
Ener Gau e0 USA-FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6
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NOTICE
NOTICE OF COMMENCEMENT
State of / G Tax Folio No.
County of J00 V'Q I
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 'n this NOTICE OF COMMENCE EN .
Legal Description of property being improved:
V
Address of property being improved: ( S S (1/i n.'n
General description of improvements: la omi 2 414f
4Owner: D 5 S 17a�•2 Address: 3
ner's interest in site of the improvement:
w
e Simple Titleholder(if other than owner):
Name:
Contractor: n
Address: z
Telephone No.: 90 V Fax No: e,7,2
Surety(if any)
Address: Amount of Bond$
Telephone No: Fax No:
Name and address of any person making a loan for the construction oft en
a impro COPY
Name: THIS P
Address:
Phone No: Fax No: fthPdRmeni
Name of erson within the State of Florida, other than himself, design ted b ownerupo w om i e may be
P
served: Name:
AC INSPECTInN
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):
Doc#2013236803,OR BK 16526 Page 2052, )WNE/t /
` r /2J _Z O
Number Pages: 1
Recorded 09il3/2013 at 11:15 AM, igned: Date:
Ronnie Fussell CLERK CIRCUIT COURT DUVAL tefore m3 day of i�t�
unty of Duval,S trlyz
COUNTY )f Floridlly appeared r
RECORDING$10.00 lotary Public at Large,State of Flo Ida,County of Duval.
4y commission expires: Z,a Z S
Personally Known: or
.. '1,'e� is toif'! SSP
.i
ENWVJ:7:arbff
EM RIVAS Produced Identification j 1
ISSION#EE123334 Sq)tanbc 09,2015(w �IiOWMA Wt.l,O.KY
Ossi Homes
Site Information
Ocean Boulevard
Structural Engineer of Record E C P
Derek B. Murray
PE No.71457 ,...,
4745 Sutton Park Court,Suite 402 PEX
Jacksonville, FL 32224 T E C : IN 0 "R0
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 v11.01.00
This Package inlcudes 86 truss designs with individual date of design
NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE
FOceanBlvd F01 8/26/2013 29 OceanBlvd FG E4 8/26/2013 57 OceanBlvd T02 8/26/2013
2 OceanBlvd F02 8/26/2013 30 OceanBlvd FGE5 8/26/2013 58 OceanBlvd T03 8/26/2013
3
1OceanBlvd F02B 8/26/2013 31 OceanBlvd FGE6 8/26/2013 59 OceanBlvd T04 8/26/2013
4 OceanBlvd F03 8/26/2013 32 OceanBlvd FGE7 8/26/2013 60 OceanBlvd T05 8/26/2013
5 OceanBlvd F03A 8/26/2013 33 OceanBlvd FGE8 8/26/2013 61 OceanBlvd T06 8/26/2013
6 OceanBlvd F04 8/26/2013 34 OceanBlvd FS1 8/26/2013 62 OceanBlvd T07 8/26/2013
7 OceanBlvd F05 8/26/2013 35 OceanBlvd FS2 8/26/2013 63 OceanBlvd T08 8/26/2013
8 OceanBNd F06 8/26/2013 36 OceanBlvd 1-1.1018/26/2013 64 OceanBlvd T10 8/26/2013
9 OceanBlvd F07 8/26/2013 37 OceanBlvd HJ03 8/26/2013 65 OceanBlvd T10A 8/26/2013
10 OceanBlvd F08 8/26/2013 38 OceanBlvd HJ04 8/26/2013 66 OceanBlvd T11 8/26/2013
11 OceanBlvd F09 8/26/2013 39 OceanBlvd HJ04A 8/26/2013 67 OceanBlvd T12 8/26/2013
12 OceanBlvd F10 8/26/2013 40 OceanBlvd J01 8/26/2013 68 OceanBlvd T12A 8/26/2013
13 OceanBlvd F12 8/26/2013 41 OceanBlvd J02 8/26/2013 69 OceanBlvd T13 8/26/2013
14 OceanBlvd F13 8/26/2013 42 OceanBlvd J03 8/26/2013 70 OceanBlvd T14 8/26/2013
15 OceanBlvd F14 8/26/2013 43 OceanBlvd J04 8/26/2013 71 OceanBlvd T15 8/26/2013
16 OceanBlvd F15 8/26/2013 44 OceanBlvd J05 8/26/2013 72 OceanBlvd T16 8/26/2013
17 OceanBlvd F16 8/26/2013 45 OceanBlvd J06 8/26/2013 73 OceanBlvd T17 8/26/2013
18 OceanBlvd F18 8/26/2013 46 OceanBlvd J06A 8/26/2013 74 OceanBlvd T18 8/26/2013
19 OceanBlvd F19 8/26/2013 47 OceanBlvd J07 8/26/2013 75 OceanBlvd T19 8/26/2013
20 OceanBlvd F20 8/26/2013 48 OceanBlvd J07A 8/26/2013 76 OceanBlvd T20 8/26/2013
21 OceanBlvd FG 1 8/26/2013 49 oceanBlvd J08 8/26/2013 77 OceanBlvd Vol 8/26/2013
22 OceanBlvd FG2 8/26/2013 50 OceanBlvd J08A 8/26/2013 78 OceanBlvd V02 8/26/2013
23 OceanBlvd FG3 8/26/2013 51 OceanBlvd J09 8/26/2013 79 OceanBlvd V03 8/26/2013
24 OceanBlvd FG4 8/26/2013 52 OceanBlvd J10 8/26/2013 80 OceanBlvd VO4 8/26/2013
25 OceanBlvd FG5 8/26/2013 53 OceanBlvd J11 8/26/2013 81 OceanBlvd V05 26/2013
26 OceanBlvd FGE1 8/26/2013 54 OceanBlvd J12 8/26/2013 82 OceanBlVd No 8 6/2013
27 OceanBlvd FGE2 8/26/2013 55 OceanBlvd J13 8/26/2013 83 Ocean 31v ���� I� 8 6/2013
28 OceanBlvd FGE3 8/26/2013 56 OceanBlvd T01 8/26/2013 84 Ocear> d� 6/2013
�••••• • -
-- �.•G� moi`
Apex Technology Qio
�:; I,�g'I0000
: �.
Apex Technology is a iname owned by Jan Apex Technology,Inca Florida Corporation. .�
No .
Florida Engineer BusinessnessNo.No.7547-4745 Sutton Park Court,Suite 402l Jacksonville,FL 32224
(904)821-5200 ` Z
The seal on this index sheet indicates acceptance of professional engineering responsibility solely
for the Truss Design Drawings listed 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
With my seal affixed to this sheet,I hereby certify that this serves as an index sheet in J# %
conformance with Rule 61G15-23.002(2)and 61G15-31.003 of the Florida Board of Professional //�s;! �"��
Fnoinoo- N�
Fill in later
Site Information
Ocean Boulevard
Structural Engineer of Record
Derek B. Murray
PE No. 71457
4745 Sutton Park Court,Suite 402 JA --
EXI
Jacksonville, FL 32224 E C H N 00 � Yij
_:_..
WIND LOADING (Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd=1.00)
MWFRS TCLL 20sf
130 MPH (3 second gust)\ASCE 7-10 p TCDL 40 psf
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 v11.01.00
This Package inlcudes 86 truss designs with individual date of design
NO JOB ID TRSID1 DATE NO JOB ID TRS IDDATE NO JOB ID TRS ID DATE
85 1 oceanBlvd V09 8/26/2013
Apex Technology
Apex Technology is a ficticious name owned by Jax Apex Technology,Inc.,a Florida Corporation.
Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224
(904)821-5200
The seal on this index sheet indicates acceptance of professional engineering responsibility solely
for the Truss Design Drawings listed above and attached. The suitability and use of each drawing
for any particualr building is the responsibility of the Building Designer,per ANSVTPI 1-2002
Section 2
With my seal affixed to this sheet,I hereby certify that this serves as an index sheet in Derek B.Murray
conformance with Rule 61G15-23.002(2)and 61G15-31.003 of the Florida Board of Professional PE No.71457
Fnamnorc
8/26/2013
Job#OCEANBLVD BEARING INFORMATION
WOODTRUSS
QTY SPAN DESCRIPTION BRG# REACTION UPLIFT
1 08'06"00 FG1 FLAT 0.00/12 Pitch 2-Ply 1 2981.19 0.00
2 611.28 0.00
1 17'09"08 FG2 FLAT 0.00/12 Pitch 3-Ply 1 2780.17 0.00
2 5696.32 0.00
1 14'00"00 FG3 FLAT 0.00/12 Pitch 2-Ply 1 6633.76 0.00
2 6519.40 0.00
1 08'06"00 FG4 FLAT 0.00/12 Pitch 2-Ply 1 2530.56 0.00
2 -258.03 0.00
1 08'06"00 FG5 FLAT 0.00/12 Pitch 2-Ply 1 3005.11 0.00
2 489.22 0.00
6 03'03"09 HJ01 HIP-JACK 4.24/12 Pitch 1 -Ply 1 352.23 284.00
2 49.44 0.00
3 216.30 68.00
2 07'00"02 HJ03 HIP-JACK 4.24/12 Pitch 1 -Ply 1 229.38 118.00
2 88.52 15.00
3 53.47 42.00
1 07'00"02 HJ04 HIP-JACK 4.24/12 Pitch 1 -Ply 1 228.40 356.00
2 90.33 35.00
3 50.72 79.00
1 07'00"02 HJ04A HIP_JACK 4.24/12 Pitch 1 -Ply 1 247.66 533.00
2 80.20 39.00
3 41.59 66.00
13 02'04"08 J01 EJACK 6.00/12 Pitch 1 -Ply 1 253.48 171.00
2 35.62 0.00
3 139.72 61.00
4 03'00"00 J02 JACK 6.00/12 Pitch 1 -Ply 1 277.30 154.00
2 43.35 16.00
3 42.30 51.00
6 05'00"00 J03 EJACK 6.00/12 Pitch 1 -Ply 1 322.71 168.00
h.
2 63.61 3.00
3 102.14 113.00
2 05'00"00 J04 EJACK 6.00/12 Pitch 1 -Ply 1 170.45 38.00
2 68.82 6.00
3 116.09 85.00
5 0504 qq Jos, EJACK. 6..00/12 Pitch 1 Ply 1 164.13 36.00
2 71.07 3.00
6.. .
3 122.89 90.00
2 01'00"00 J06 JACK 6.00/12 Pitch 1 -Ply 1 328.83 211.00
2 117.91 33.00
3 379.97 118.00
2 01'00"00 J06A JACK 6.00/12 Pitch 1 -Ply 1 421.28 281.00
2 119.91 29.00
3 652.64 208.00
2 03'00"00 J07 JACK 6.00/12 Pitch 1 -Ply 1 276.44 154.00
2 37.48 11.00
3 41.42 54.00
2 03'00"00 J07A JACK 6.00/12 Pitch 1 -Ply 1 313.00 192.00
2 37.89 25.00
3 41.13 38.00
4 05'00"00 J08 EJACK 6.00/12 Pitch 1 -Ply 1 321.32 168.00
Page 1 of 4
}
Job#OCEANBLVD BEARING INFORMATION
QTY SPAN DESCRIPTION BRG# REACTION UPLIFT
2 64.87 0.00
3 104.73 118.00
4 05'00"00 J08A EJACK 6.00/12 Pitch 1 -Ply 1 345.01 201.00
2 92.09 62.00
3 88.20 108.00
1 05'00"00 J09 EJACK 6.00/12 Pitch 1 -Ply 1 164.67 65.00
2 65.89 15.00
3 121.36 130.00
1 05'00"00 J10 EJACK 6.00/12 Pitch 1 -Ply 1 165.29 64.00
2 74.18 40.00
3 99.65 104.00
1 05'00"00 J11 EJACK 6.00/12 Pitch 1 -Ply 1 165.47 64.00
2 104.22 78.00
3 61.01 66.00
1 05'00"00 J12 EJACK 6.00/12 Pitch 1 -Ply 1 165.48 64.00
2 70.65 17.00
3 118.51 127.00
1 05'00"00 J13 EJACK 6.00/12 Pitch 1 -Ply 1 169.06 68.00
2 67.63 5.00
3 123.47 135.00
1 10'11"00 T01 COMN 6.00/12 Pitch 1 -Ply 1 965.84 561.00
2 965.83 561.00
1 32'11"00 T02 COMN 6.00/12 Pitch 4-Ply 1 2142.00 1243.00
2 2141.98 1243.00
1 32'11"00 T03 COMN 6.00/12 Pitch 1 -Ply 1 1209.76 733.00
2 1209.76 733.00
1 32'11"00 T04 COMN 6.00/12 Pitch 1 -Ply 1 1209.76 501.00
2 1209.77 501.00
1 32'11"00 T05 COMN 6.00/12 Pitch 1 -Ply 1 1209.77 496.00
2 1209.76 496.00
1 32'11"00 T06 COMN 6.00/12 Pitch 1 -Ply 1 1209.76 492.00
2 1209.76 492.00
1 32'11"00 T07 COMN 6.00/12 Pitch 1 -Ply 1 1203.29 490.00
2 1203.28 490.00
2 32'11"00 T08 COMN 6.00/12 Pitch 1 -Ply 1 1296.38 487.00
2 1296.86 487.00
4 32'11"00 T10 COMN 6.00/12 Pitch 1 -Ply 1 1301.52 373.00
2 1168.97 333.00
1 32'11"00 T10A COMN 6.00/12 Pitch 1 -Ply 1 1208.36 489.00
2 1075.45 435.00
1 32'11"00 T11 COMN 6.00/12 Pitch 1 -Ply 1 -1448.12 488.00
2 1078.36 434.00
5 32'11"00 T12 COMN 6.00/12 Pitch 1 -Ply 1 1206.76 485.00
2 1210.96 484.00
1 32'11"00 T12A COMN 6.00/12 Pitch 1 -Ply 1 1206.76 485.00
2 1210.97 484.00
1 32'11"00 T13 COMN 6.00/12 Pitch 1 -Ply 1 1206.76 777.00
2 1210.96 776.00
1 32'11"00 T14 COMN 6.00/12 Pitch 1 -Ply 1 1206.76 766.00
2 1210.96 765.00
Page 2 of 4
Job#OCEANBLVD BEARING INFORMATION
QTY SPAN DESCRIPTION BRG# REACTION UPLIFT
1 32'11"00 T15 COMN 6.00/12 Pitch 1 -Ply 1 1206.76 755.00
2 1210.96 754.00
1 32'11"00 T16 COMN 6.00/12 Pitch 1 -Ply 1 1206.31 744.00
2 1209.98 744.00
1 32'11"00 T17 COMN 6.00/12 Pitch 1 -Ply 1 772.78 492.00
2 1235.57 669.00
3 407.89 308.00
1 32'11"00 T18 COMN 6.00/12 Pitch 1 -Ply 1 1225.28 839.00
2 2138.09 1679.00
3 737.11 598.00
1 08'11"00 T19 COMN 6.00/12 Pitch 1 -Ply 1 876.88 549.00
2 751.83 494.00
1 11'11"00 T20 COMN 6.00/12 Pitch 1 -Ply 1 3592.54 1468.00
2 4380.98 1699.00
1 10'111,00 Vol VAL 6.00/12 Pitch 1 -Ply 1 716.71 480.00
1 09'04"02 V02 VAL 6.00/12 Pitch 1 -Ply 1 611.74 352.00
1 05'04"02 V03 VAL 6.00/12 Pitch 1 -Ply 1 349.13 174.00
1 08'11"00 VO4 VAL 6.00/12 Pitch 1 -Ply 1 585.40 389.00
1 07'04"02 V05 VAL 6.00/12 Pitch 1 -Ply 1 480.43 259.00
1 03'04"02 V06 VAL 6.00/12 Pitch 1 -Ply 1 217.82 81.00
1 11'11"00 V07 VAL 6.00/12 Pitch 1 -Ply 1 782.36 526.00
1 10'04"02 V08 VAL 6.00/12 Pitch 1 -Ply 1 677.39 399.00
1 06'04"02 V09 VAL 6.00/12 Pitch 1 -Ply 1 414.78 221.00
WOODFLOOR
QTY SPAN DESCRIPTION BRG# REACTION UPLIFT
2 10'11"08 F01 SY42 0.00/12 Pitch 1 -Ply 1 590.21 0.00
2 590.21 0.00
8 08'06"00 F02 SY42 0.00/12 Pitch 1 -Ply 1 1009.87 0.00
2 225.94 0.00
1 08'06"00 F02B SY42 0.00/12 Pitch 1 -Ply 1 531.25 0.00
2 678.02 0.00
2 11'001,00 F03 SY42 0.00/12 Pitch 1 -Ply 1 989.58 0.00
2 474.34 0.00
1 11'00"00 F03A SY42 0.00/12 Pitch 1 -Ply 1 3328.00 0.00
2 352.77 0.00
1 32'11"00 F04 SY42 0.00/12 Pitch 1 -Ply 1 207.97 0.00
2 2961.43 0.00
3 3082.51 0.00
6 32'11"00 F05 SY42 0.00/12 Pitch 1 -Ply 1 512.59 0.00
2 2024.82 0.00
3 2560.66 0.00
1 35'05"00 F06 SY42 0.00/12 Pitch 1 -Ply 1 495.79 0.00
2 1970.91 0.00
3 2327.19 0.00
4 2083.23 0.00
1 27'09"08 F07 SY42 0.00/12 Pitch 1 -Ply 1 675.28 0.00
2 1619.37 0.00
� _- 3 979.20 0.00
1 27'09"08 F08 SY42 0.00/12 Pitch 1 -Ply 1 796.74 0.00
Page 3 of 4
1
Job#OCEANBLVD BEARING INFORMATION
QTY SPAN DESCRIPTION BRG# REACTION UPLIFT
2 1610.75 0.00
3 968.65 0.00
1 27'09"08 F09 SY42 0.00/12 Pitch 1 -Ply 1 725.85 0.00
2 1460.04 0.00
3 1642.28 0.00
2 21'10"08 F10 SY42 0.00/12 Pitch 1 -Ply 1 820.30 0.00
2 1160.50 0.00
3 661.71 0.00
1 15'05"00 F12 SY42 0.00/12 Pitch 1 -Ply 1 835.42 0.00
2 835.42 0.00
3 32'11"00 F13 SY42 0.00/12 Pitch 1 -Ply 1 766.29 0.00
2 2057.26 0.00
3 876.84 0.00
7 19'11"00 F14 SY42 0.00/12 Pitch 1 -Ply 1 1096.72 0.00
2 1081.61 0.00
1 19'11"00 F15 SY42 0.00/12 Pitch 1 -Ply 1 1315.32 0.00
2 1595.27 0.00
2 12'00"00 F16 SY42 0.00/12 Pitch 1 -Ply 1 661.34 0.00
2 646.16 0.00
7 12'09"00 F18 SY42 0.00112 Pitch 1 -Ply 1 702.59 0.00
2 687.41 0.00
1 04'01"08 F19 SY42 0.00/12 Pitch 1 -Ply 1 730.77 0.00
2 691.63 0.00
1 03'10"08 F20 SY42 0.00/12 Pitch 1 -Ply 1 967.46 0.00
2 569.09 0.00
1 10'11"08 FGE1 SY42GABL 0.00/12 Pitch 1 -Ply 1 73.97 0.00
2 1106.44 0.00
1 11'00"00 FGE2 SY42GABL 0.00/12 Pitch 1 -Ply 1 752.56 0.00
2 811.44 0.00
1 07'04"00 FGE3 SY42GABL 0.00/12 Pitch 1 -Ply 1 73.70 0.00
2 707.96 0.00
1 13'03"00 FGE4 SY42GABL 0.00/12 Pitch 1 -Ply 1 73.83 0.00
2 1358.67 0.00
1 05'06"00 FGE5 SY42GABL 0.00/12 Pitch 1 -Ply 1 605.00 0.00
1 06'06"00 FGE6 SY42GABL 0.00/12 Pitch 1 -Ply 1 715.00 0.00
1 12'00"00 FGE7 SY42GABL 0.00/12 Pitch 1 -Ply 1 1295.00 0.00
1 17'03"08 FGE8 SY42GABL 0.00/12 Pitch 1 -Ply 1 73.84 0.00
2 1803.24 0.00
9 01'08"00 FS1 SY42 0.00/12 Pitch 1 -Ply 1 183.33 0.00
1 00'08"00 FS2 SY42 0.00/12 Pitch 1 -Ply 1 73.33 0.00
Total of Trusses 172
Maximun Height 09'06"15
Page 4 of 4
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OceanBlvd Ply:1 SEAN:9606/T58/FLOO
Ocean Boulevard Qty: 1 FROM: DRW:
B01 Wgt:0.0lb, / ... 08/26/13
T
"v
D
1 B A +,11'1 2
2'6" 17'9"8
20'3"8
20'3"8
Loading Criteria(psf) Wind Criteria Snow Criteria(P9,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: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL):-0.006 B 999 131 C 6211 !- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):-0.018 B 999 131 D 856 /- /- /- /- /3.5
BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL):0.000 - C Min Brg Width Req= 5.9
Des Ld: 55.00 EXP:NA HORZ(TL):0.000 - D Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings C&D Fcperp=565psi.
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:13.01.04.0627.14
Lumber
1.55E TimberStrand LSL design properties based on
ICC ES ESR-1387,Reissued 1 Feb.2011.
Special Loads
------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00)
From 115 plf at 0.00 to 115 plf at 20.29
352 Ib Conc.Load at 0.15
4381 Ib Conc.Load at 2.42
Additional Notes
Floor Joist Header:3.5"x16.0"1.55E TimberStrand LSL
Deflection meets U360 live and U281 total load.
Creep increase factor for dead load is 1.50.
The overall height of this truss excluding overhang is
-110-1-2.
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. 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 rAP X
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
OceanBlvd Ply:1 SEQN:9296/T40/SY42
Ocean Boulevard Qty: 2 FROM: DRW:
F01 Wgt:67.2lbs / ... 08/26/13
5'4"8 $ 5'4"8 — -�
Z,6„---------_�
(TYP)
1111X3
1111X3 =—U3[3] III 1 p =3EX3[8] IIIIIX3
TSO—
c-)-- L G
90
1 11'1"2
=3X3
=4X5K =3X3 =4X5
10'11"8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.053 C 999 360 K 590 /- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.084 C 999 240 H 590 /- I- /- /- /5.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.009 H - - K Min Brg Width Req= 5.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.015 H H Min Brg Width Req= 5.5
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings K&H Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.428
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.529 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.249 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-B 1 0 D-E 0 -1005
I:NA GCpi:NA Plate Type(s): B-C 0-1005 E-F 1 0
Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0-1010
Lumber
Top chord 4x2 SP#2-13B Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 4x2 SP#2-13B Chords Tens.Comp. Chords Tens. Comp.
Webs 4x2 SP#3-13B
K-J 738 0 I-H 738 0
Lumber grades designated with"1313"use design J-1 1010 0
values approved 1/30/2013 by ALSC
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 L-K 0 -10 D-1 0 -133
[3] W3X3 1.75 L 1.25 [8] W3X3 1.75 R 1.25 A-K 0 -104 I-E 314 0
Purlins K-13 0 -868 E-H 0 -868
In lieu structural panels or rigid ceiling use purlins B-J 314 0 F-H 0 -104
J-C 0 -133 H-G 0 -10
to laterally
ly brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.25 10.71
BC 120 0.25 10.71
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
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
OceanBlvd Ply:1 SEQN:9499/T59/SY42
Ocean Boulevard Qty: 8 FROM. DRW:
F02 Wgt:53.2lbs / ... 08/26/13
4"
2,5„ 2,6„
(TYP)
=3X3
11111X3 =36X4 -_3X3D 1111E3
T iIK
1 11'1"2
=4X5 1111 X3 =3X3
J =3X3 H 1111XF
3
2'6" 6'
8'6" 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 1W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.047 A 686 180 1 1010 /_ /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.095 A 337 180 F 226 /88 /- /- /- /-
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.011 B - - I Min Brg Width Req= 5.5
Des Ld: 55.00 EXP:NA HORZ(TL):-0.023 B F Min Brg Width Req= -
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing I Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.764
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.278 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.324 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-13 0 -27 C-D 244 -156
1:NA GCpi:NA Plate Type(s): B-C 605 0 D-E 0 0
.14
Wind Duration:NA WAVE VIEW Ver:13.01.04.0627
Lumber Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 4x2 SP#2-13B Chords Tens.Comp. Chords Tens. Comp.
Bot chord 4x2 SP#2-13B J-1 0 -563 H-G 156 -244
Webs 4x2 SP#3-13B I-H 153 -250 G-F 158 -240
Lumber grades designated with"1313"use design
values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs)
Special Loads Webs Tens.Comp. Webs Tens. Comp.
---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) J-A 0 -228 C-H 153 0
TC-From 100 plf at 0.12 to 100 plf at 8.50 J-B 681 0 G-D 0 -126
BC-From 10 pIf at 0.00 to 10 pIf at 8.50 K-J 0 -104 D-F 278 -184
TC- 227 Ib Conc.Load at 0.15 B-I 0 -630 E-F 0 -118
I-C 0 -681
Purlins
In lieu of structural panels or rigid ceiling use puriins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 8.38
BC 102 -0.12 8.38
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
End Vertical Attachment
Attach notched end vertical(s)to next end vertical
using(3)qty.10d box or(0.128"x3"min)gun nails
through wide face or(3)qty.1-1/2"leg 16-Gage 1"
wide(minimum)Crown staples on each narrow face.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-8-0.
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 fAPEX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
OceanBlvd Ply:1 SEAN:9700/T67/SY42
DRW
Ocean Boulevard Qty: 1 FROM. :
F02B Wgt:53.2lbs / ... 08/26/13
I` 2,5,E__� "� Z'6"
(TYP)
-BC 5 -p3
A E
T
J
90
11'1"2
=4X5
I H
=4X5 =3X3
f---2'6" A 6'
$,6"
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): 0.041 A 760 180 H 531 /- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.084 A 372 180 F 678 /- /- /- /- /66.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.008 A - - H Min Brg Width Req= 5.5
Des Ld: 55.00 EXP:NA HORZ(TL):-0.017 A H Min Brg Width Req= -
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings H&H Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.747
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.593 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.321 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A_B 0 -26 C-13 590 0
I:NA GCpi:NA Plate Type(s): B-C 590 0 D-E 0 0
Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14
Lumber Additional Notes Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 4x2 SP#2-13B Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp.
Bot chord 4x2 #2-136
Webs 4x2 SP#3-3-136 The overall height of this truss excluding overhang is I-H 0 -561 G-F 99 -248
1.8.0. H-G 0 -561
Lumber grades designated with"1313"use design
values approved 1/30/2013 by ALSC
Maximum Web Forces Per Ply(Ibs)
Special Loads Webs Tens.Comp. Webs Tens. Comp.
-----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) I-A 0 -225 C-G 75 -177
TC-From 100 plf at 0.12 to 100 plf at 8.50
BC-From 10 plf at 0.00 to 10 plf at 8.50 I-B 674 0 G-D 0 631-I 0 -102 D-F 288 -114
TC- 227 Ib Conc.Load at 0.15
B-H 0 -518 E-F 0 -105
Plating Notes B-G 2 -84
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(fl) End(ft)
TC 24 0.00 8.38
BC 102 -0.12 8.38
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"xYmin)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
OceanBlvd Ply:1 SEAN:9530/T56/SY42
Ocean Boulevard Qty: 2 FROM: DRW:
F03 Wgt:65.81bs / ... 08/26/13
4,5„ 1,4„ 5,3„
1'5"--{�-2'6" -{
(TYP)
111A1X3 =36X3 =3�4 11111X3 =3EX3 1111E 3
T `Im L
1 11'1"2
=3X4 1111X3 =3X3 =3X3
K =3X4 I H G
7
11' �
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 Ioc Udell L/# Loc R 1U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.098 D 999 360 J 990 /- /- / / /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.195 D 565 240 G 474 /
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.023 E - - J Min Brg Width Req= 5.5
Des Ld: 55.00 EXP:NA HORZ(TL):-0.046 E G Min Brg Width Req= -
NCBCLL: 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearing J Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.627
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.797 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.273 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-B 0 -25 D-E 26 -583
I:NA GCpi:NA Plate Type(s): B-C 358 0 E-F 0 0
Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 29 -583
Lumber Additional Notes
Top chord 4x2 SP M-30 See detail STRBRIBRO211 for bracing and bridging Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 4x2 SP#2-13B recommendations. Chords Tens.Comp. Chords Tens. Comp.
Webs 4x2 SP#3-13B Truss must be installed as shown with top chord up. K-J 0 -328 I-H 583 -29
Lumber grades designated with"l 3B"use design The overall height of this truss excluding overhang is J-1 579 -31 H-G 592 0
values approved 1/30/2013 by ALSC 1-8-0
Special Loads Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp-
------(Lumber
omp.------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00)
TC-From 100 plf at 0.12 to 100 pIf at 11.00 K-A 0 -217 C-1 145 0
BC-From 10 pIf at 0.00 to 10 pIf at 11.00 K-B 482 0 D-H 106 -22
TC- 239 Ib Conc.Load at 0.15 L-K 0 -98 H-E 109 -156
B-J 0 -518 E-G 0 -687
Purlins J-C 0 -954 F-G 0 -97
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 10.88
BC 120 -0.12 10.88
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
End Vertical Attachment
Attach notched end vertical(s)to next end vertical
using(3)qty.10d box or(0.128"x3"min)gun nails
through wide face or(3)qty.1-1/2"leg 16-Gage 1"
wide(minimum)Crown staples on each narrow face.
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
OceanBlvd Ply:1 SEON:9566/T54/SY42
Ocean Boulevard Qty: 1 FROM: DRW:
F03A Wgt:109.21bs / ... 08/26/13
2'6" '� 1-4"
(TYP)
1114X 10
A 8X8 B 11133X8 =8pX8 III E 8 1115X
7 1113X8
T �IN
SO
1 11'1"2
=3X4 1111X3 =4X8 =3X4
M 1115X7 K J I H
5X7
L 11'
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 LJdefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.055 M 375 165 K 3328 /- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.113 M 182 165 H 353 /259 / -
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.015 A - - K Min Brg Width Req= 5.5
Des Ld: 55.00 EXP:NA HORZ(TL):-0.033 A H Min Brg Width Req= -
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing K Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.591
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.994 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.246 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-B 1305 0 D-E 1202 -285
I:NA GCpi:NA Plate Type(s): B-C 2489 0 E-F 1202 -285
Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 2489 0 F-G 0 0
Lumber End Vertical Attachment
Top chord 42 SP#2-13B:T1 4x2 SP M-31: Attach notched end vertical(s)to next end vertical Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 4x2 SP#2-13B using(3)qty.10d box or(0.128"x3"min)gun nails Chords Tens.Comp. Chords Tens. Comp.
Webs 42 SP M-31 through wide face or(3)qty.1-1/2"leg 16-Gage 1"
Lumber grades designated with"1313"use design wide(minimum)Crown staples on each narrow face. M-L 0 -22 J-1 0 -1702
values approved 1/30/2013 by ALSC L-K 0-1486 I-H 415 -555
Additional Notes K-J 0-1702
Special Loads See detail STRBRIBR0211 for bracing and bridging
----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) recommendations. Maximum Web Forces Per Ply(Ibs)
TC-From 100 pIf at 0.12 to 100 pIf at 11.00 Negative reaction(s)of-259#MAX.(See below)from Webs Tens.Comp. Webs Tens. Comp.
BC-From 10 pIf at 0.00 to 10 pIf at 11.00 a non-wind load case requires uplift connection. M-A 167 0 D-J 0 38
TC-2242 Ib Conc.Load at 0.15 Truss must be installed as shown with top chord up. N-M 0 -123 D-I 848 0
Purlins The overall height of this truss excluding overhang is A-L 0-2533 E-I 0 -211
In lieu of structural panels or rigid ceiling use purlins 1-8-0. L-B 2063 0 I-F 0 -740
to laterally brace chords as follows: B-K 0-2416 F-H 630 -472
Chord Spacing(in oc) Start(ft) End(ft) C-K 0 -367 G-H 0 -107
TC 24 0.00 0.96 K-D 0-1421
TC 24 0.00 0.96
TC 24 0.00 1.60
TC 24 0.96 1.60
TC 24 0.96 4.23
TC 24 1.60 4.23
TC 24 1.60 5.69
TC 24 4.23 5.69
TC 24 4.23 8.25
TC 24 5.69 8.25
TC 24 5.69 10.88
TC 24 8.25 10.88
TC 24 8.25 10.88
BC 110 -0.12 10.88
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
OceanBlvd Ply:1 SEQN:9784/T79/SY42
Ocean Boulevard Qty: 1 FROM: DRW:
F04 Wgt:270.2 lbs Page 1 of 2 / ... 08/26/13
-5'4"8 �i- 27.4"8
[--�P) 2'4"8-I F-2.5„6
114X5(") W=3X4 W=3X4 114X5 W=3X4 =5X5
AI2XA4[1] =4X4 1114X5 =5X7F 1114X5 H=6X12 1141X5 =K7 W L�4 =6J8O 114X5 =6QX70 114X5 S
� B CD EE G I P R vT
aDT rr- + W2 Tm1
1111 11'1"2
W=3X4 F19 W=X4 W=3X4 5X7 1W =6X10[2 113X4[34]
H A F q q AC AB AA z Y X �y V U
-4 5 X41] =6X 0[12] =6X12[17] W=3X4 =6X10[31]
=5X5
10'8"12 20'8"4 1'6"
32'11"
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): 0.392 M 626 360 AH 208 /- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.653 M 375 327 AD 2961 /- /- /- /- /5.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.021 1 - - V 3083 /- /- /- /- /5.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.035 1 AH Min Brg Width Req= 5.5
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 AD Min Brg Width Req= 5.5
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.908 V Min Brg Width Req= 5.5
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.929 Bearings AH,AD,&V Fcperp=565psi.
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.968
C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs)
I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 A-B 0 -10 J-K 0 -2800
Lumber Plate Shift Table B-C 306 -182 K-L 0 -5346
C-D 315 -177 L-M 0 -5346
Top chord 4x2 SP#2-13B JT Plate Lateral Chord JT Plate Lateral Chord D-E 338 -170 M-N 0 -5346
Bot chord 4x2 SP#2-13B:B4 4x2 SP M-31: No Size Shift Bite No Size Shift Bite E-F 2671 0 N-0 0 -3065
:B5 4x2 SP M-30: Ill W2X4 S 2.50 [5] W3X4 1.25 R 2.75 F-G 2671 0 O-P 0 -3065
Webs 4x2 SP#3-13B [12 W6X10 2.75 L 2.75 [17] W6X12 5.50 L 2.75
W11,W20 4x2 SP#2-13B: [27] W6X10 5.00 R 2.75 [31] W6X10 4.00 R 2.75 G-H 2671 0 P-Q 0 -3065
Lumber grades designated with"13B"use design [34] W3X4 S 2.50 H-I 2671 0 Q-R 1376 0
values approved 1/30/2013 by ALSC End Vertical Attachment I-J 0-2800 R-S 1376 0
Special Loads Attach notched end vertical(s)to next end vertical Maximum Bot Chord Forces Per Ply(Ibs)
----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) using(3)qty.10d box or(0.128"x3"min)gun nails Chords Tens.Comp. Chords Tens. Comp.
TC-From 100 plf at 0.13 to 100 pif at 11.12 through wide face or(3)qty.1-1/2"leg 16-Gage 1"
TC-From 50 plf at 11.12 to 50 plf at 21.79 wide(minimum)Crown staples on each narrow face. AH-AG 150 0 AA-Z 4460 0
TC-From 100 pit at 21.79 to 100 plf at 31.25 AG-AF 150 0 Z-Y 4713 0
TC-From 200 plf at 31.25 to 200 plf at 32.67 Additional Notes AF-AE 177 -315 Y-X 4713 0
TC-From 100 plf at 32.67 to 100 plf at 32.79 +2x6 continuous strongback.See detail AE-AD 0-1324 X-W 1001 -620
BC-From 10 plf at 0.00 to 10 plf at 11.12 STRBRIBRO211 for bracing and bridging AD-AC 366 -16 W-V 1001 -620
BC-From 5 plf at 11.12 to 5 plf at 21.79 recommendations. AC-AB 366 -16 V-U 0 -5
BC-From 10 plf at 21.79 to 10 plf at 32.92 Truss must be installed as shown with top chord up. AB-AA 4460 0
TC- 226 lb Conc.Load at 13.15,15.15,17.15,19.15
21.15 The overall height of this truss excluding overhang is
TC-1204 Ib Conc.Load at 32.79 1-8-0. Maximum Web Forces Per Ply(Ibs)
BC- 156 Ib Conc.Load at 11.13 Webs Tens.Comp. Webs Tens. Comp.
BC- 611 Ib Conc.Load at 21.79
AI-AH 44 0 K-Z 1012 0
Plating Notes A-AH 0 -160 M-Z 0 -401
(")1 plate(s)require special positioning.Refer to AH-B -170 Z-N 726 0
scaled plate plot details for special positioning B-AF 366 -489 N-Y 267 0
requirements. AF-C 221 0 N-X 0 -1873
D-AE 0 -503 P-X 0 -275
AE-E 1134 0 X-Q 2359 0
E-AD 0-1539 Q-V 0 -2727
G-AD 0 -314 R-V 0 -427
AD-1 0-3470 V-S 0 -1831
1-AB 2782 0 S-U 25 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
OceanBlvd Ply:1 SEAN:9784/T79/SY42
Ocean Boulevard Qty: 1 FROM: DRW:
F04 Wgt:270.2 lbs Page 2 of 2 / ... 08/26/13
Purlins J-AB 0 -431 T-U 0 -60
In lieu of structural panels or rigid ceiling use purlins AB-K 0-1897
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.13 2.63
TC 24 0.13 5.19
TC 24 2.63 5.48
TC 24 5.19 8.04
TC 24 5.48 8.67
TC 24 8.04 10.60
TC 24 8.67 12.00
TC 24 10.60 13.17
TC 24 12.00 15.73
TC 24 13.17 18.29
TC 24 15.73 20.67
TC 24 18.29 20.85
TC 24 20.67 23.35
TC 24 20.85 24.00
TC 24 23.35 25.98
TC 24 24.00 28.54
TC 24 25.98 31.06
TC 24 28.54 32.67
TC 24 31.06 32.67
BC 120 0.13 4.79
BC 120 0.13 5.13
BC 120 4.79 5.54
BC 120 5.13 10.60
BC 120 5.54 13.88
BC 120 10.60 15.73
BC 120 13.88 18.79
BC 120 15.73 20.85
BC 120 18.79 23.35
BC 120 20.85 25.98
BC 120 23.35 27.88
BC 120 25.98 31.06
BC 120 27.88 32.79
BC 120 31.06 32.79
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
OceanBlvd Ply:1 SEAN:9575/T52/SY42
Ocean Boulevard Qty: 6 FROM: DRW:
F05 Wgt:176.4lbs / ... 08/26/13
[•---54„8 2T4"8 _
2,8,. 2.5..8
(TYP)
102X4 1112X4 W=3X4 W=3X4 =4X?71
�ADA
=3X3 2XD= 4X5 2X4 G=4X8 1X4 =3X4 K4 =3X M III2X4 =4CX8 X4
tal
�I + R
- - vT
� -1
�11 1 2
- m4 a - 44
AC AB AA Z Y X W V U T S
=4X5 =3X4 =4X8[1oj =08[15] m4X8
� -10'8"12 298"4
32'11"
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 /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.241 K 999 360 AC 513 /107 /- I- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.489 K 501 327 Z 2025 /- /- / / /5.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.021 S - - T 2561 /- /- /- / /5.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.043 S AC Min Brg Width Req= 5.5
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Z Min Brg Width Req= 5.5
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.877 T Min Brg Width Req= 5.5
Load Duration:1.00
BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.845 Bearings AC,Z,&T Fcperp=565psi.
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.748
C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs)
Chords Tens.Comp. Chords Tens. Comp.
I:NA GCpi:NA Plate Type(s):
Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 A-B 1 0 I-J 0 -1340
Lumber Additional Notes B-C 614 -745 J-K 0 -2598
C-D 623 -747 K-L 0 -2598
Top chord 4x2 SP M-30:T2 4x2 SP#2-13B: +2x6 continuous strongback.See detail D-E 634 -738 L-M 304 -1982
:T3 42 SP M-31: STRBRIBRO211 for bracing and bridging E-F 1800 0 M-N 304 -1982
Bot chord 4x2 SP#2-13B recommendations. F-G 1800 0 N-0 304 -1982
Webs 4x2 SP#3-13B Truss must be installed as shown with top chord up. G-H 1800 0 O-P 1185 0
Lumber grades designated with"1313"use design The overall height of this truss excluding overhang is H-1 0-1340 P-Q 1185 0
values approved 1/30/2013 by ALSC 1-8-0.
Special Loads Maximum Bot Chord Forces Per Ply(Ibs)
------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Chords Tens.Comp. Chords Tens. Comp.
TC-From 100 pIf at 0.12 to 100 pIf at 32.79 AC-AB 612 -246 X-W 2184 0
BC-From 10 pIf at 0.00 to 10 pIf at 32.92 AB-AA 747 -623 W-V 2503 -42
TC-1304 Ib Conc.Load at 32.58 AA-Z 346-1191 V-U 952 -747
Plate Shift Table Z-Y 0 -198 U-T 952 -747
Y-X 0 -198 T-S 1 0
JT Plate Lateral Chord JT Plate Latera[ Chord
No Size Shift Bite No Size Shift Bite
[10] W08 3.00 L 1.25 [15] W4X8 3.50L 1.25 Maximum Web Forces Per Ply(Ibs)
[27] W4X5 S 1.50 Webs Tens.Comp. Webs Tens. Comp.
Purlins AD-AC 0 -10 X-J 0 -985
A-AC 0 -103 J-W 483 -9
In lieu of structural panels or rigid ceiling use purlins AC-B 288 -719 K-W 0 -255
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft) B-AB 157 -433 W-L 268 0
TC 24 0.12 32.67 AB-C 220 48 L-V 0 709
BC 120 0.12 32.79 D-AA 0 -395 N-V 0 -265
Apply purlins to any chords above or below fillers AA-E 868 0 V-0 1312 0
at 24"OC unless shown otherwise above. E-Z 0-1312 O-T 0 -1686
F-Z 0 -296 P-T 0 -509
End Vertical Attachment Z-H 0-2056 T-Q 0 -1644
Attach notched end vertical(s)to next end vertical H-X 1570 0 Q-S 0 -9
using(3)qty.10d box or(0.128"x3"min)gun nails I-X 0 -258 R-S 0 -4
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
w
OceanBlvd
Ply:1 SEAN:9693/T85/SY42
Ocean Boulevard Qty: 1 FROM. DRW:
F06 Wgt:191.8 lbs Page 1 of 2 / ... 08/26/13
�-5'4"8-�]- 29'10"8
(TYP) - 2'5'8�).- �2,4„
1112X4 112X4 W=3X4 1112X4 W=3X4 1112X4 =4X8[27]
AFA B CD E F G H I J K L M N 0 P Q R
!� a� 3X3 1112X4 =4X5 llIZx4 =4X8 1112X4 mixirisi 4X8 2X4 =3X3
Sb>1
_ 4 112
- X = =4 =4
AE ADAC AB AA Z Y X W V U T
=4X5 =3X4 =4X8 W=3X4 =4X8
=3X3
10'8"12 205.8 1'812�2'6"--�
L
35'5"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.219 K 999 360 AE 496 /86 /- /- 1- /5-5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.454 K 540 327 AB 1971 /_ /_ /_ /_ /5.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.018 H - - V 2327 /- /- /- /- /5.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.032 H U 2083 /- /- /- /- /3.5
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 AE Min Brg Width Req= 5.5
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.948 AB Min Brg Width Req= 5.5
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.699 V Min Brg Width Req= 5.5
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.674 U Min Brg Width Req= 3.5
C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: Bearings AE,AB,V,&U Fcperp=565psi.
I:NA GCpi:NA Plate Type(s):
Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 Maximum Top Chord Forces Per Ply(lbs)
Lumber
Chords Tens.Comp. Chords Tens. Comp.
Camber
Top chord 4x2 SP M-30:T2 4x2 SP#2-13B: Max JT VERT DEFL:LL:0.22"DL:0.30" A-B 1 0 J-K 0 -2215
T3 4x2 SP M-31: recommended camber 3/8" B-C 544 -689 K-L 0 -2215
Bot chord 4x2 SP#2-13B C-D 552 -691 L-M 0 -1332
Webs 4x2 SP#3-13B End Vertical Attachment D-E 562 -681 M-N 0 -1332
Lumber grades designated with 1313"use design Attach notched end vertical(s)to next end vertical E-F 1727 0 N-0 0 -1332
values approved 1/30/2013 by ALSC using(3)qty.10d box or(0.128"x3"min)gun nails F-G 1727 0 O-P 1732 0
through wide face or(3)qty.1-1/2"leg 16-Gage 1" G-H 1727 0 P-Q 1732 0
Special Loads wide(minimum)Crown staples on each narrow face. H-I 0-1220 Q-R 610 0
------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) I-J 0-1220
TC-From 100 plf at 0.12 to 100 plf at 32.83 Additional Notes
TC-From 200 plf at 32.83 to 200 plf at 35.17 +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(Ibs)
TC-From 100 plf at 35.17 to 100 plf at 35.29 STRBRIBRO211 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp.
BC-From 10 plf at 0.00 to 10 plf at 35.42 recommendations.
TC-2142 Ib Conc.Load at 32.83 Truss must be installed as shown with top chord up. AE-AD 584 -211 Y-X 1988 0
TC- 127 Ib Conc.Load at 35.05 AD-AC 691 -552 X-W 179 -331
The overall height of this truss excluding overhang is AC-AB 260-1082 W-V 179 -331
Plate Shift Table 1-8-0. AB-AA 10 -199 V-U 0 -504
JT Plate Lateral Chord JT Plate Lateral Chord AA-Z 10 -199 U-T 0 -3
No Size Shift Bite No Size Shift Bite Z-Y 1932 0
[16] W3X3 1.25 R 1.25 [19] W3X3 1.75R 1.25
[27] W4X8 S 1.50
Maximum Web Forces Per Ply(Ibs)
Purlins Webs Tens.Comp. Webs Tens. Comp.
In lieu of structural panels or rigid ceiling use purlins AF-AE 0 -10 J-Y 330 0
to laterally brace chords as follows: A-AE 0 -103 K-Y 0 254
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.12 35.17 AE-B 248 -687 Y-L 324 0
BC 120 0.12 35.29 B-AD 123 -390 L-X 0 -825
Apply purlins to any chords above or below fillers AD-C 202 -33 N-X 0 -255
at 24"OC unless shown otherwise above. D-AC 0 -385 X-O 1402 0
AC-E 845 0 O-V 0 -1891
E-AB 0-1293 P-V 115 -97
F-AB 0 -295 V-Q 0 -1748
AB-H 0-1904 Q-U 69 -1735
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�
PE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
OceanBlvd Ply:1 SEQN:9693/T85/SY42
Ocean Boulevard Qty: 1 FROM: DRW:
F06 Wgt:191.8 lbs Page 2 of 2 / ... 08/26/13
H-Z 1416 0 U-R 0 -719
I-Z 0 -258 R-T 23 0
Z-J 0 -832 S-T 10 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
OceanBlvd Ply:1 SEQN:9652/T55/SY42
Ocean Boulevard Qty: 1 FROM: DRW:
F07 Wgt:152.6lbs / ... 08/26/13
E'
5.4,. 8"8i-r-- 21'9"
- 2.4.,"-+-2'6" -
(TYP)
g c =3X3 3X4[15]
A =3X3 3 -3X3 D E=4X5 11 G W=X4 -3X3 L -4X5 N O-
T �T
mIL Z +
AA
11'1"2
-1
=4X8[13
W=3X4-4X5 -3X8
Y W V U T S R Q P
=3X3 -4X5 =3X8
�---2'6" 6'2"12 19'0"12
27'9"8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.196 J 963 360 X 67.5 /- /- /- /- /3.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.342 J 551 251 U 1619 /- /- /- /- /5.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.019 P - - AA 979 /- /- /- /- /40.0
Des Ld: 55.00 EXP:NA HORZ(TL): 0.034 P X Min Brg Width Req= 3.5
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 U Min Brg Width Req= 5.5
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.345 M Min Brg Width Req= -
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.435 Bearings X,U,&M Fcperp=565psi.
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.807
C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs)
I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 A-B 0 -26 H-1 0 -1008
Lumber End Vertical Attachment B-C 568 0 I-J 0 -2479
Top chord 4x2 SP M-31:T2 4x2 SP M-30: Attach notched end vertical(s)to next end vertical C-D 845 0 J-K 0 -2479
Bot chord 4x2 SP M-31 using(3)qty.10d box or(0.128"x3"min)gun nails D-E 1224 0 K-L 0 -2016
Webs 4x2 SP#3-13B through wide face or(3)qty.1-1/2"leg 16-Gage 1" E-F 1224 0 L-M 0 -2016
Lumber grades designated with"136"use design wide(minimum)Crown staples on each narrow face. F-G 0-1008 M-N 1 0
values approved 1/30/2013 by ALSC G-H 0-1008
Additional Notes
Special Loads +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(Ibs)
------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) STRBRIBR0211 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp.
TC-From 100 plf at 0.12 to 100 plf at 27.67 recommendations.
BC-From 10 plf at 0.00 to 10 plf at 27.79 Truss must be installed as shown with top chord up. Y-X 0 -525 T-S 1960 0
TC- 227 Ib Conc.Load at 0.15 X-W 0 -841 S-R 1960 0
The overall height of this truss excluding overhang is W-V 0 -845 R-Q 2465 0
Plating Notes 1-8-0. V-U 0 -849 Q-P 2458 0
All plates are 2X4 except as noted. U-T 0 -588
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 Y-A 0 -223 G-T 0 255
[3] W3X3 1.25R 1.25 [11] W4X5 1.25L 1.25 Y-B 642 0 T-I 0 -1139
[13] W4X8 3.75L 1.25 [15] W3X4 1.75 R 1.25
Z-Y 0 -101 I-R 635 0
Purlins B-X 0 -645 J-R 0 -251
In lieu of structural panels or rigid ceiling use purlins X-C 377 -285 R-K 67 -13
to laterally brace chords as follows: C-W 11 -120 K-0 0 -524
Chord Spacing(in oc) Start(ft) End(ft) V-D 137 0 L-Q 0 -247
TC 24 0.00 27.42 D-U 0 -705 Q-M 918 0
BC 120 -0.12 27.42 E-U 0 -183 M-P 0 -1444
Apply purlins to any chords above or below fillers U-F 0-1262 N-P 0 -105
at 24"OC unless shown otherwise above. F-T 1695 0 P-0 0 -10
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAP E X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
OceanBlvd Ply:1 SEAN:9629/T71/SY42
Ocean Boulevard Qty: 1 FROM: DRW:
F08 Wgt:149.8lbs / ... 08/26/13
f' 5'4" -}8��8 '10-8
10'6" 10'4"8
2,4,,. 2,6„---1 _ _
(TYP)
=3X3 W=3X4 1112X4
A B C D E F G H I J K L M N
1112X4 3XT31 1112X43X331 1112X4 =3X4 =3X3 112X4 =3X8 2X4
T oT
ml Z
1 11'1"2
=4X5 1112X4 =4X8 W--3x8 =3X3 =3X8 =4X4[25
Y W V U T S R Q P O
=3X3 1112X4 =4X8 1112X4
�--2'6" 6'2"12 19'0"12
27'9"8
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 Ioc Vdefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.260 J 879 360 X 797 /- /- /- /- /3.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.449 J 509 305 U 1611 /- /- /- /- /5.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.028 O - - O 969 -
Des Ld: 55.00 EXP:NA HORZ(TL):0.050 O X Min Brg Width Req= 3.5
NCBCLL: 10.00 Mean Height:NA it Code/Misc Criteria Creep Factor:1.5 U Min Brg Width Req= 5.5
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.877 O Min Brg Width Req= -
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.730 Bearings X&U Fcperp=565psi.
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.663
C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs)
Chords Tens.Comp. Chords Tens. Comp.
I:NA GCpi:NA Plate Type(s):
Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 A-B 0 -26 H-1 0 -1847
Lumber Hangers/Ties B-C 570 0 I-J 0 -2637
C-D 789 0 J-K 0 -2637
Top chord 4x2 SP#2-13B:T2 4x2 SP M-30: Recommended hanger connections are based on D-E 1082 0 K-L 0 -2342
Bot chord 4x2 SP M-30 manufacturer tested capacities and calculations. E-F 1082 0 L-M 0 -2342
Webs 4x2 SP#3-13B Conditions may exist that require different connections F-G 0-1847 M-N 0 0
Lumber grades designated with"1313"use design than indicated.Refer to manufacturer publication for G-H 0-1847
values approved 1/30/2013 by ALSC additional information.
Bearing at location x=27'6"8 uses the following
Special Loads support conditions: Maximum Bot Chord Forces Per Ply(Ibs)
----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Simpson THA422 w/(1)4x2 SP#2-13B supporting member. Chords Tens.Comp. Chords Tens. Comp.
TC-From 100 plf at 0.12 to 100 plf at 27.79 (2)0.162"x3.5"nails into supporting y_X 0 -526 T-S 2631 0
BC-From 10 pit at 0.00 to 10 plf at 27.79 member,
TC- 227 Ib Conc.Load at 0.15 (4)0.148"x1.5"nails in flange and X-W 0 -785 S-R 2631 0
(6)0.148"x3"nails into supported W-V 0 -789 R-Q 2637 0
Plate Shift Table member. V-U 0 -792 Q-P 2750 0
U-T 679 0 P-0 1435 0
JT Plate Lateral Chord JT Plate Lateral ChordEnd Vertical Attachment
No Size Shift Bite No Size Shift Bite
[31 W3X3 1.25 R 1.25 [25] W4X4 1.25 R 1.504ttach notched end vertical(s)to next end vertical Maximum Web Forces Per Ply(Ibs)
using(3)qty.10d box or(0.128"x3"min)gun nails Webs Tens.Comp. Webs Tens. Comp.
Purlins through wide face or(3)qty.1-1/2"leg 16-Gage 1"
wide(minimum)Crown staples on each narrow face. Y-A 0 -224 H-T 10 -269
In lieu of structural panels or rigid ceiling use purlins Y-B 644 0 T-I 0 -997
to laterally brace chords as follows: Additional Notes Z-Y 0 -101 I-R 207 -24
Chord Spacing(in oc) Start(ft) End(ft) 2x6 continuous strongback.See detail B-X 0 -641 J-Q 81 -63
TC 24 0.000027.677
BC 120 -0.12 27.67 STRBRIBR0211 for bracing and bridging X-C 316 -309 Q-K 237 -397
Apply purlins to any chords above or below fillers recommendations. C-W 25 -117 K-P 0 -476
at 24"OC unless shown otherwise above. Truss must be installed as shown with top chord up. V-D 129 0 L-P 0 -230
The overall height of this truss excluding overhang is D-U 0 -613 P-M 1059 0
Camber 1-8-0 E-U 0 -278 M-0 0 -1664
Max JT VERT DEFL:LL:0.26"DL:0.25" U-F 0-1903 N-0 0 -106
recommended camber 1/4" F-T 1393 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
OceanBlvd Ply:1 SEAN:9681/T74/SY42
Ocean Boulevard Qty: 1 FROM: DRW:
F09 Wgt:173.6 lbs / ... 08/26/13
5,4„ +,SBF 21,9„
10"8
~24 (TYP� �""'I 1"2,0„8�1��74"8
�
-6X6
g C =3X3 F =3X4 ,7 -4X4 1114X5 1114X5[25]p
A =3X33 -3X3 D E-4X511 G W 3X4 -3X4 K L M N _3X3 P4�
T QT EJ
+ M
m biAD
1 =4X5 .4X = X4=3X4 =_3X3 111 2
AC Al AA Z Y X W V U T R
-3X3 -4X4 1113X4 -4X5[24] -4X5[28]
�---2'6" 6'2"12 j 19'0"12
F
27'9"S
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 I U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.161 J 999 360 AB 726 I- /- /- /- /3.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.263 J 738 259 Y 1460 /- /- /- /- /5.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.018 S - - R 1642 /- /- /- /- /36.0
Des Ld: 55.00 EXP:NA HORZ(TL): 0.029 S AB Min Brg Width Req= 3.5
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Y Min Brg Width Req= 5.5
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.800 S Min Brg Width Req= -
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.681 Bearings AB,Y,&S Fcperp=565psi.
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.712
C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs)
I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 A-B 0 -25 I-J 0 -1958
Lumber Purlins B-C 560 0 J-K 0 -1969
Top chord 4x2 SP#2-13B In lieu of structural panels or rigid ceiling use purlins C-D 510 0 K-L 0 -1377
Bot chord 4x2 SP#2-13B to laterally brace chords as follows: D-E 1030 0 L-M 0 -1121
Webs 4x2 SP#3-13B Chord Spacing(in oc) Start(ft) End(ft) E-F 1030 0 M-N 821 0
Lumber grades designated with"136TC 24 0.00 19.79 F-G 0 -820 N-O 0 -8"use design TC 24 17.29 21.96 G-H 0 -820 O-P 1 0
values approved 1/30/2013 by ALSC TC 24 19.79 22.42 H-1 0 -820
Special Loads TC 24 21.96 24.92
TC 24 22.42 26.10 r PI
---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC 24 24.92 27.42 Maximum Bot Chord Forces Per y(Ibs)
TC-From 100 plf at 0.13 to 100 plf at 14.13 BC 120 -0.12 27.42 Chords Tens.Comp. Chords Tens. Comp.
TC-From 100 plf at 14.13 to 100 plf at 27.67 Apply purlins to any chords above or below fillers AC-AB 0 -509 W-V 1612 0
BC-From 10 plf at 0.00 to 10 plf at 16.00 at 24"OC unless shown otherwise above. AB-AA 0 -507 V-U 1893 0
BC-From 10 plf at 16.00 to 10 plf at 27.79
TC- 227 Ib Conc.Load at 0.15 Additional Notes AA-Z 0 -510 U-T 1341 0
TC- 569 Ib Conc.Load at 22.02 Z-Y 0 -513 T-S 1042 0
+2x6 continuous strongback.See detail Y-X 0 -461 S-R 0 -755
Plating Notes STRBRIBR0211 for bracing and bridging X-W 1612 0
recommendations.
All plates are 2X4 except as noted. Truss must be installed as shown with top chord up.
Maximum Web Forces Per Ply(Ibs)
Plate Shift Table The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp.
JT Plate Lateral Chord JT Plate Lateral Chordl-8-0.
No Size Shift Bite No Size Shift Bite AC-A 0 -216 I-V 403 0
[3] W3X3 1.25 R 1.25 [11] W4X5 1.75 L 1.25 AC-B 622 0 V-J 0 -195
[24] W4X5 S 1.50 [25] W05 1.25 L 2.75 AD-AC 0 -98 V-K 171 0
[28] W4X5 2.75 R 1.25 B-AB 0 -641 K-U 0 -638
AB-C 0 -116 U-L 422 0
End Vertical Attachment C-AA 35 -64 L-T 0 -999
Attach notched end vertical(s)to next end vertical Z-D 80 0 T-M 947 0
using(3)qty.10d box or(0.128"xYmin)gun nails D-Y 0 -603 M-S 0 -2194
through wide face or(3)qty.1-1/2"leg 16-Gage 1" E-Y 0 -182 S-N 0 -781
wide(minimum)Crown staples on each narrow face. Y-F 0-1095 N-R 877 0
F-X 1495 0 P-R 0 -83
G-X 0 -256 R-Q 0 -9
X-1 0 -924
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
OceanBlvd Ply:1 SEQN:9612/T78/SY42
Ocean Boulevard Qty: 2 FROM: DRW:
F10 Wgt:121.8lb, / ... 08/26/13
�- 5'4" T„8 7'10"8 -ft- T10"8 -
h--2'4" 2'6"--{
(TYP)
q g c =3X3 E G =3X3 K L
1112X4 =3X3 3 =3X3 D 1112X4 W 3X4=4X5 1112X4 JX4 =3X4 1112X4
T �T
�1 W
10
111'1"2
=4X5 1112X4 W=3X4 =3X4 =4X5 =3X4
V U T S R Q PO N M
=3X3 1112X4 =4X5[10] 1112X4
F-2'6" 6'2"12 13'1"12
7
21'10"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 L/defl L/# Loc R /U /Rw /Rh /RL 1W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.085 J 999 360 U 820 /- /- / / /3.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.153 J 999 240 R 1160 /- I- /- / /5.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.009 M - - M 662 -
Des Ld: 55.00 EXP:NA HORZ(TL):0.018 M U Min Brg Width Req= 3.5
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 R Min Brg Width Req= 5.5
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.778 M Min Brg Width Req= -
Load Duration:1.00
BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.527 Bearings U&R Fcperp=565psi.
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.362
C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs)
Chords Tens.Comp. Chords Tens. Comp.
I:NA GCpi:NA Plate Type(s):
Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 A-B 0 -26 G-H 0 -1180
Lumber Hangers I Ties B-C 575 0 H-1 0 -1188
C-D 563 -35 I-J 0 -1311
Top chord 4x2 SP#2-13B Recommended hanger connections are based on D-E 644 0 J-K 0 -1311
Bot chord 4x2 SP#2-13B manufacturer tested capacities and calculations. E-F 644 0 K-L 0 0
Webs 4x2 SP#3-13B Conditions may exist that require different connections F-G 644 0
Lumber grades designated with"136"use design than indicated.Refer to manufacturer publication for
values approved 1/30/2013 by ALSC additional information.
Bearing at location x=21'7"8 uses the following Maximum Bot Chord Forces Per Ply(Ibs)
Special Loads support conditions: Chords Tens.Comp. Chords Tens. Comp.
------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Simpson THA422 w/(1)4x2 SP#2-13B supporting member.
(2)0.162"x3.5"nails into supporting V-U 0 -533 Q-P 574 0
TC-From 100 pIf at 0.12 to 100 pIf at 21.88 member, U-T 35 -563 P-0 1188 0
BC-From 10 pIf at 0.00 to 10 pIf at 21.88 T-S 35 -563 O-N 1194 0
TC- 227 Ib Conc.Load at 0.15 (4)0.148"x1.5"nails in flange and
(6)0.148"x3"nails into supported S-R 35 -564 N-M 908 0
Plate Shift Table member. R-Q 574 0
JT Plate Lateral Chord JT Plate Lateral ChordAdditional Notes
No Size Shift Bite No Size Shift Bite Maximum Web Forces Per Ply(lbs)
[31 W3X3 1.25 R 1.25 [10] W4X5 1.25 L 1.25+2x6 continuous strongback.See detail Webs Tens.Comp. Webs Tens. Comp.
STRBRIBR0211 for bracing and bridging
Purlins recommendations. V-A 0 -225 R-G 0 -1263
Truss must be installed as shown with top chord up. V-B 651 0 G-P 760 0
In lieu of structural panels or rigid ceiling use purlins W-V 0 -102 P-H 30 -227
to laterally brace chords as follows: The overall height of this truss excluding overhang is B-U 0 -634 O-1 0 -154
Chord Spacing(in oc) Start(ft) End(ft) 1-8-0. U-C 42 -373 I-N 181 0
TC 24 -0.00 21.75
C-T 57 29 J-N 0 256
BC 120 -0.13 21.75
Apply purlins to any chords above or below fillers S-D 49 0 N-K 470 0
at 24' OC unless shown otherwise above. D-R 0 -367 K-M 0 -1054
E-R 0 -282 L-M 0 -106
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 eAPVEX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
OceanBlvd
Ply:1 SEON:9395!T84/SY42
Ocean Boulevard Qty: 1 FROM: DRW:
F12 Wgt:85.41bs .. / ... 08/26/13
8' 2'0"8 + 5'4"8- '�
(T'P)
1111'(3 =AX5 IIIRX3 =�M 111PQ =V5 111�M
"} N H
90
1 11'1"2
M 4X5[5] 1111X3 =3X4
-3X8 L K J
3X8
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): 0.215 K 831 360 M 835 /- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.396 K 452 240 1 835 /- /- /- /- /3.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.039 B - - M Min Brg Width Req= 5.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.073 B I Min Brg Width Req= 3.5
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings M&I Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.516
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.723 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.426 Chords Tens.Comp. Chords Tens. Comp,
C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-B 1 0 D-E 0 -1899
1:NA GCpi:NA Plate Type(s): B-C 0-1839 E-F 0 -1885
Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0-1839 F-G 1 0
Lumber Additional Notes
Top chord 4x2 SP M-30 +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 4x2 SP M-30 STRBRIBR0211 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp.
Webs 4x2 SP#3-1313 recommendations.
Lumber grades designated with"1313"use design Truss must be installed as shown with top chord up. M-L 1132 0 K-J 1899 0L-K 1902 0 J-I 1137 0
values approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is
Plate Shift Table 1-8-0. 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 N-M 0 10 D-K 28 143
[51 W4X5 2.25 L 1.25
A-M 0 -108 E-J 0 -343
Purlins M-8 0-1331 J-F 894 0
In lieu structural panels B-L 825 0 F-I 0 -1337
rigid ceiling use purlins C-L 0 -328 G-1 0 -112
to laterally
f
brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft) L-D 144 -365 I-H 0 -11
TC 24 0.12 15.04
BC 120 0.12 15.04
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 IA4"
PE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray ®jam.
PE No.60839 PE No.58544 PE No.71457
OceanBlvd Ply:1 SEQN:9383/T57/SY42
Ocean Boulevard Qty: 3 FROM: DRW:
F13 Wgt:173.6 lbs / ... 08/26/13
23'1"
1.10..
�. -}-
�--2 6 2'2"8
(TYP)
112X4 W=3X4 W=3X4 =3X3 1112X4
A B C D E F G H I J K L M N 0 P
QAC =4XIpl 12X4 -3X3 1112X4 =3X8 H12X4 =4X8 1112X4 3X318 2X4 =4X5 0
+
=4 =3X818 W=MV4 = X8[16 11'1"2 4 12X4 =4X5[24]
AB AA Z Y X W V U T S R
-4X5[2] -4X8 W=3X4 -3X8
15'3"4 1 TT'12
r 32'11"
Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.231 U 902 360 AB 766 /- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.395 M 528 278 X 2057 /- /- /- /- /3.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.031 R - - R 877 /- !- /- /- /5.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.051 R AB Min Brg Width Req= 5.5
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 X Min Brg Width Req= 3.5
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.912 R Min Brg Width Req= 5.5
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.876 Bearings AB,X,&R Fcperp=565psi.
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.609
C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs)
I:NA GCpi:NA Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 A-B 1 0 I-J 0 -1511
Lumber Additional Notes B-C 0-1593 J-K 0 -1511
C-D 0-1593 K-L 0 -1511
Top chord 4x2 SP#2-13B:T1 4x2 SP M-31: +2x6 continuous strongback.See detail D-E 321 -1297 L-M 0 -2149
Bot chord 4x2 SP M-31:132 4x2 SP M-30: STRBRIBRO211 for bracing and bridging E-F 321 -1297 M-N 0 -1967
:B3 4x2 SP#2-13B: recommendations.
Webs 4x2 SP#3-13BF-G 321 -1297 N-0 0 -1967
Truss must be installed as shown with top chord up. G-H 1493 0 O-P 1 0
Lumber grades designated with"1313"use design The overall height of this truss excluding overhang is H-1 1493 0
values approved 1/30/2013 by ALSC 1-8-0
Plate Shift Table Maximum Bot Chord Forces Per Ply(lbs)
JT Plate Lateral Chord JT Plate Lateral Chord Chords Tens.Comp. Chords Tens. Comp.
No Size Shift Bite No Size Shift Bite AB-AA 1021 0 W-V 2145 0
[2] W4X5 2-75L 1.25 [3] W4X4 2.25 L 1.25 AA-Z 1662 64 V-U 2149 0
[8] W3X8 3.00 L 1.25 [16] W3X8 2.25 R 1.25
[18] W3X3 1.25 R 1.25 [24] W4X5 2.25 R 1.25 Z-Y 441 -744 U-T 2151 0
Y-X 441 -744 T-S 2151 0
Purlins X-W 467 -281 S-R 1199 0
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows: Maximum Web Forces Per Ply(lbs)
Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp.
TC 24 0.12 32.54
BC 120 0.12 32.54 AC-AB 0 -10 I-W 1278 0
Apply purlins to any chords above or below fillers A-AB 0 -105 J-W 7 -270
at 24"OC unless shown otherwise above. AB-B 0-1200 W-L 0 -858
B-AA 6680 L-V 195 -19
Camber C-AA 0 -246 U-M 51 -161
Max JT VERT DEFL:LL:0.23"DL:0.26" AA-D 199 -80 M-S 102 -377
recommended camber 3/8" D-Z 0 -591 N-S 0 -307
E-Z 0 -260 S-0 896 0
End Vertical Attachment Z-G 1174 0 O-R 0 -1410
Attach notched end vertical(s)to next end vertical G-X 0-1471 P-R 0 -107
using(3)qty.10d box or(0.128"x3"min)gun nails H-X 0 -269 R-Q 0 -10
through wide face or(3)qty.1-1/2"leg 16-Gage 1" X-1 0-1763
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
OceanBlvd Ply:1 SEQN:9360/T65/SY42
Ocean Boulevard Qty: 7 FROM: DRW:
F14 Wgt:105.0lb, / ... 08/26/13
10'6" 1'6"8 -}- 7'10"8 — �
2.6„ .
(TYP)
T asT 1112X4 =4X8 1112X4 =3X3 1112X4 =3X4 1112X4 =4X8 1112X4
i+ P
+
1 11'1"2
3X8[5] =3X3 1112X4 =3X8[12] =4X5
O N M L K J
=3X8
19,1111—
Loading
9'11"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/def L/# Loc R /U /Rw /Rh /RL 1W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.352 E 670 360 O 1097 /- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.550 E 428 314 J 1082
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.052 B - - O Min Brg Width Req= 5.5
Des Ld: 55.00 EXP:NA HORZ(TL):0.084 B J Min Brg Width Req= -
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing O Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.648
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.831 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.622 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-B 1 0 E-F 0 -3395
I:NA GCpi:NA Plate Type(s): B-C 0-2680 F-G 0 -2702
Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0-2680 G-H 0 -2702
Lumber Additional Notes D-E 0-3391 H-1 0 0
Top chord 4x2 SP M-30 +2x6 continuous strongback.See detail
Bot chord 4x2 SP M-30 STRBRIBR0211 for bracing and bridging Maximum Bot Chord Forces Per Ply(Ibs)
Webs 4x2 SP#3-13B recommendations. Chords Tens.Comp. Chords Tens. Comp.
Lumber grades designated with"13B"use design Truss must be installed as shown with top chord up. O-N 1560 0 L-K 3391 0
values approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is N-M 3296 0 K-J 1620 0
Plate Shift Table 1-8-0. M-L 3395 0
JT Plate Lateral Chord JT Plate Lateral Chord Maximum Web Forces Per PI
No Size Shift Bite No Size Shift Bite y(Ibs)
)
[5] W3X8 4.75 L 1.25 [12] W3X8 4.00 R 1.25 Webs Tens.Comp. Webs Tens. Comp.
Purlins P-0 0 -10 M-E 33 -158
A-O 0 -105 L-F 178 -55
In lieu of structural panels or rigid ceiling use purlins O-B 0-1833 F-K 0 -957
to laterally brace chords as follows: B-N 1307 0 G-K 35 275
Chord Spacing(in oc) Start(ft) End(ft) C-N 0 -233 K-H 1263 0
TC 24 0.12 19.79
BC 120 0.12 19.79 N-D 0 -720 H-J 0 -1879
Apply purlins to any chords above or below fillers D-M 467 -210 I-J 0 -107
at 24"OC unless shown otherwise above.
Camber
Max JT VERT DEFL:LL:0.35"DL:0.26"
recommended camber 3/8"
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 MurrayI1117�`
PE No.60839 PE No.58544 PE No.71457
OceanBlvd Ply:1 SEAN:9764/T15/SY42
Ocean Boulevard Qty: 1 FROM: DRW:
F15 Wgt:163.8lbs / ... 08/26/13
10'6" 1'5" 8'
(TYP)
1112X4[1] =66X8 1114X5 =55X5 1114X5 1114FX5[10] 1114X5 =6X10 1112X4[14]
T Q J
00
+ W1
1 11'1"2
6X8[5] =4X4 1114X5 =6X10[12]
P O N M L K
5X7 =6X8
19,1111-
Loading
9'11"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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.336 M 693 360 p 1315 /- I- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.526 M 443 310 K 1595 /- /- /- /- /5.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.034 K - - P Min Brg Width Req= 5.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.054 K K Min Brg Width Req= 5.5
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings P&K Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.412
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.711 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.880 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-13 0 -29 E-F 0 -5374
I:NA GCpi:NA Plate Type(s): B-C 0-3681 F-G 0 -4424
Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0-3681 G-H 0 -4424
Lumber Purlins D-E 0-5362 H-1 0 -42
Top chord 4x2 SP M-30 In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 4x2 SP M-30 to laterally brace chords as follows:
Webs 4x2 SP#3-136:W12 4x2 SP#2-13B: Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp.
Lumber grades designated with"13BTC 24 0.13 2.63"use design TC 24 0.13 5.19 P-0 2065 0 M-L 5355 0
values approved 1/30/2013 by ALSC TC 24 2.63 7.75 O-N 4755 0 L-K 2580 0
Special Loads TC 24 5.19 10.31 N-M 5374 0
TC 24 7.75 11.92
----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC 24 10.31 14.48 Maximum Web Forces Per Ply(Ibs)
TC-From 100 pIf at 0.13 to 100 pIf at 12.12 TC 24 11.92 17.04 Webs Tens.Comp. Webs Tens. Comp.
TC-From 50 plf at 12.12 to 50 pIf at 19.79 TC 24 14.48 19.54
BC-From 10 plf at 0.00 to 10 pIf at 12.12 TC 24 17.04 19.54 Q-P 139 0 M-F 425 0
BC-From 5 plf at 12.12 to 5 pIf at 19.92 BC 120 0.13 5.19 A-P 0 -271 F-L 0 -1063
TC- 226 Ib Conc.Load at 14.15,16.15,18.15 BC 120 0.13 10.25 P-13 0-2340 G-L 0 -442
BC- 489 Ib Conc.Load at 12.13 BC 120 5.19 11.85
BC 120 10.25 14.48 B-0 1847 0 L-H 2107 0
Plate Shift Table BC 120 11.85 19.54 C-0 0 -251 H-K 0 -2917
JT Plate Lateral Chord JT Plate Lateral Chord BC 120 14.48 19.54 O-D 0-1227 I-K 0 -338
No Size Shift Bite No Size Shift Bite Apply purlins to any chords above or below fillers D-N 697 0 K-J 198 0
[1] W2X4 S 2.50 [5] W6X8 4.00 L 2.75at 24"OC unless shown otherwise above. N-E 39 -271
[10) W4X5 1.25 L 2.75 [12) W6X10 4.50 R 2.75
[14] W2X4 S 2.50 Additional Notes
+2x6 continuous strongback.See detail
Camber STRBRIBR0211 for bracing and bridging
Max JT VERT DEFL:LL:0.34"DL:0.19" recommendations.
recommended camber 1/4" Truss must be installed as shown with top chord up.
End Vertical Attachment The overall height of this truss excluding overhang is
1-8-0.
Attach notched end vertical(s)to next end vertical
using(3)qty.10d box or(0.1 28"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 eAPtEX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
OceanBlvd Ply:1 SEQN:9352/T70/SY42 '
Ocean Boulevard Qty: 2 FROM. DRW:
F16 Wgt:64.4lbs / ... 08/26/13
5'4"8 i 1'4"8 1 5'3" —�
(TYP)
1111X3 =3X4 11111X3 1111X3 =WX4 1111X3
T K B
1 11'1"2
=3X3 =3X3 =3X4
=4X5 I H G
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 Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.075 D 999 360 J 661 /- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.150 D 937 240 G 646 -
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.016 B - - J Min Brg Width Req= 5.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.031 B G Min Brg Width Req= -
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing J Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.578
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.555 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.294 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-B 1 0 D-E 0 -1232
I:NA GCpi:NA Plate Type(s): B-C 0-1231 E-F 0 0
Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0-1239
Lumber
Top chord 4x2 SP#2-13B Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 4x2 SP#2-13B Chords Tens.Comp. Chords Tens. Comp.
Webs 4x2 SP#3-13B
J-1 852 0 H-G 884 0
Lumber grades designated with"l 3B"use design I-H 1239 0
values approved 1/30/2013 by ALSC
Purlins Maximum Web Forces Per Ply(lbs)
In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp.
to laterally brace chords as follows: K-J 0 -10 D-H 0 -179
Chord Spacing(in oc) Start(ft) End(ft) A-J 0 -104 H-E 472 0
TC 24 0.12 11.88
BC 120 0.12 11.88 J-B 0-1002 E-G 0 -1025
Apply pudins to any chords above or below fillers B-1 496 0 F-G 0 -104
at 24"OC unless shown otherwise above. I-C 0 -196
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
STRBRIBRO211 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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
OceanBlvd Ply:1 SEQN:9356/T63/SY42
Ocean Boulevard Qty: 7 FROM: DRW:
F18 Wgt:70.0lbs / ... 08/26/13
5'4"8 -}- 2'11"8 5'3"
�—2'6"
(TYP)
1111X3 =3�C4[3] 111 YC3 III bX3 =3�4[8] III Y3
T a>r K A
!7!S
17 11'1"2
3X3[4] =3X3[7] =3X4
J
3j
H G
=4X5
12'9"
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(I-Q: 0.118 D 999 360 J 703 /- /- / / /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.233 D 645 240 G 687 -
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.026 B - - J Min Brg Width Req= 5.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.051 B G Min Brg Width Req= -
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing J Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.705
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.657 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.316 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-B 1 0 D-E 0 -1373
I:NA GCpi:NA Plate Type(s): B-C 0-1372 E-F 0 0
Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0-1382
Lumber Additional Notes
Top chord 4x2 SP#2-13B +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 4x2 SP#2-13B STRBRIBR0211 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp.
Webs 4x2 SP#3-13B recommendations. J-1 917 0 H-G 952 0
Lumber grades designated with"1313"use design Truss must be installed as shown with top chord up. I-H 1382 0
values approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is
1-8-0. Maximum Web Forces Per Ply(lbs)
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-J 0 -10 D-H 0 -222
[31 W3X4 2.25 L 1.25 [4] W3X3 1.25R 1.25 A-J 0 -105 H-E 569 0
[7] W3X3 1.25 L 1.25 [8] W3X4 2.25R 1.25 J-B 0-1078 E-G 0 -1104
B-1 596 0 F-G 0 -105
Purlins I-C 0 -239
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 12.63
BC 120 0.12 12.63
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 rAP X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
OceanBlvd
Ply:1 SEON:96381 T73/SY42
Ocean Boulevard Qty: 1 FROM: DRW:
F19 Wgt:37.8It .. / ... 08/26/13
�---_ 1'9"8 1 11"8 -{
1112X4[0] =g 7 1112X441
T
111'1"2
1111X3
F E D
3X4 - X
4'1"8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.026 E 999 360 F 731 /- /- /- /- /3.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.040 E 999 240 D 692 /- /- /- /- /3.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.004 D - - F Min Brg Width Req= 3.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.006 D D Min Brg Width Req= 3.5
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings F&D Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.190
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.349 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.263 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-B 0 0 B-C 0 0
I:NA GCpi:NA Plate Type(s):
Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 Maximum Bot Chord Forces Per Ply(Ibs)
Lumber Chords Tens.Comp. Chords Tens. Comp.
Top chord 4x2 SP#2-136 F-E 832 0 E-D 832 0
Bot chord 4x2 SP#2-13B
Webs 4x2 SP#3-13B
Lumber grades designated with"13B"use design Maximum Web Forces Per Ply(Ibs)
values approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp.
Special Loads A-F 0 -92 B-D 0 -1011
F-B 0-1039 C-D 0 -101
------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) B-E 75 0
TC-From 100 plf at 0.00 to 100 plf at 4.13
BC-From 10 plf at 0.00 to 10 plf at 4.13
TC- 969 Ib Conc.Load at 1.98
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
[0] W2X4 S 2.50 [4] W2X4 S 2.50
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -0.12 1.85
TC 24 -0.12 4.00
TC 24 1.85 4.00
BC 49 -0.12 4.00
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Additional Notes
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 eAE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray .
PE No.60839 PE No.58544 PE No.71457
OceanBlvd Ply:1 SEAN:9623/T50/SY42
Ocean Boulevard Qty: 1 FROM: DRW:
F20 Wgt:32.2lbs / ... 08/26/13
2,2„ 1,4„
1112X4[0] =_5X5 1112X414]
ao
11-1"2
1111X3 =3X3
F E D
3X3
3'10"8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.016 B 999 360 F 967 /- /- /- /- /3.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.026 B 999 240 D 569 / -
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.003 D - - F Min Brg Width Req= 3.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.004 D D Min Brg Width Req= -
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing F Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.983
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.256 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.196 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-B 0 0 B-C 0 0
1:NA GCpi:NA Plate Type(s):
Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 Maximum Bot Chord Forces Per Ply(Ibs)
Lumber Hangers/Ties Chords Tens.Comp. Chords Tens. Comp.
Top chord 4x2 SP#2-13B Recommended hanger connections are based on F-E 580 0 E-D 580 0
Bot chord 4x2 SP#2-13B manufacturer tested capacities and calculations.
Webs 42 SP#3-13B Conditions may exist that require different connections
Lumber grades designated with"l 3B"use design than indicated.Refer to manufacturer publication for Maximum Web Forces Per Ply(Ibs)
values approved 1/30/2013 by ALSC additional information. Webs Tens.Comp. Webs Tens. Comp.
Bearing at location x=3'7"8 ,y=11'1"2 uses the following A-F 0 -592 B-D 0 -809
Special Loads support conditions: F-B 0 -685 C-D 7 -11
_ Simpson THA422 w/(1)4x2 SP#2-13B supporting member.
---(Lumber 50 pif c.=1.00/Plate 50 pl ac.=1.00) (2)0.162"x3.5"nails into supporting 8-E 73 4
TC-From 50 plf at 0.00 to 50 plf at 3.88
BC-From 5 plf at 0.00 to 5 plf at 3.88 member,
TC- 662 Ib Conc.Load at 0.35,2.35 (4)0.148"x1.5"nails in flange and
(6)0.148"x3"nails into supported
Plate Shift Table member.
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
(0) W2x4 S 2.50 (4) W2x4 S 2.50
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 2.35
TC 24 0.00 3.88
TC 24 2.35 3.88
BC 46 0.00 3.88
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Additional Notes
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
OceanBlvd Ply:2 SEQN:9750/T62/FLAT
Ocean Boulevard Qty: 1 FROM: DRW:
FG1 Wgt:105.0lbs / ... 08/26/13
1'4"6 2'9" 5'7"6 8'6"
1 1'4 "6 1'4"10 1 2'10"6 + 2'10"10 {
A 3X3 11126X4 =3Xp
8[6] 1112 =
X4 3X3
T
_00
ILi U 11'1"2
112X4 =3X8 112X4 =3X8[9] 1112X4
� -2'6" A 6'
1'4"6 1'4"6 1 2'10"6 2'10"14
1'4"6 2'8"12 1 57"2 8'6"
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 /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.013 J 999 180 H 2981 /- I- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.026 J 999 180 F 611 /162 /- /- /- /-
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.004 E - - H Min Brg Width Req= 5.5
Des Ld: 55.00 EXP:NA HORZ(TL):-0.008 A F Min Brg Width Req= -
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing H Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.132
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.402 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.387 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: A-B 227 0 C-D 259 -170
I:NA GCpi:NA Plate Type(s): B-C 227 0 D-E 259 -170
Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14
Lumber Purlins Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x6 SP SS Dense-13B In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2-13B to laterally brace chords as follows: J-1 0 0 H-G 0 -571
Webs 2x4 SP#3-13B Chord Spacing(in oc) Start(ft) End(ft) I-H 0 -571 G-F 4 0
Lumber grades designated with"1313"use design TC 24 0.00 8.50
values approved 1/30/2013 by ALSC BC 102 0.00 8.50
Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(Ibs)
Nailnote at 24' OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp.
Nail Schedule:0.131"x3",min.nails The TC of this truss shall be braced with attached A-J 17 0 C-G 812 0
Top Chord:2 Rows @ 6.00"o.c.(Each Row) spans at 24"OC in lieu of structural sheathing. A-1 0 -312 D-G 16 -427
Bot Chord:1 Row @12.00"o.c.
Webs :1 Row @ 4"o.c. Additional Notes B-1- 1 I 489 6 0 -156 G-E 182 E-F 100 -294 284
Use equal spacing between rows and stagger nails Truss must be installed as shown with top chord up. I -H 0-1416
in each row to avoid splitting. The overall height of this truss excluding overhang is
Special Loads 1-8-0.
------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00)
TC-From 200 plf at 0.00 to 200 plf at 2.50
TC-From 100 plf at 2.50 to 100 plf at 4.65
TC-From 50 plf at 4.65 to 50 pIf at 8.50
BC-From 10 plf at 0.00 to 10 plf at 4.65
BC-From 5 plf at 4.65 to 5 plf at 8.50
TC- 352 Ib Conc.Load at 0.15,7.65
TC- 966 Ib Conc.Load at 2.42
TC- 474 Ib Conc.Load at 4.65,6.65
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
[6] W3X8 2.001 1.25 [9] W3X8 2.00 R 1.25
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 q P E X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
OceanBlvd Ply:3 SEAN:9391/T66/FLAT
Ocean Boulevard Qty: 1 FROM: DRW:
FG2 Wgt:323.4lbs, / ... 08/26/13
0'6"12
2'3"12 4'5"4 { 67'8 87 + 10' �
L12'8"12 15'1"4 17'4"12 7' "8
f
. - 2'3"12 2'1"8 2'2"4 1'11'8 1'5" 2'2" 2'4"8 2'3"8 4" 2
3X4[15] T2
--4X4[1] --48X4[5] =4CX4[7] =-3X4[91 1112X4 =FX8G= 3X4 --4X8[22] --6X6[24]
T W1 W1 J
Co
1 11'1"2
T S R Q P _3X10 N M L
1 =
113X3 4X4[4] =4X4[6) „ =4 -X4[8] „ =4X8[11] q =H0612 =5X7[23 1114X5
1'11"8 2'2" 22 2'3"8 2-T-8 - '1"8 =14a-166"
2'6" �2 12
1'11"8 4'1"8 6'3"8 8'7" 10'10"8 12' 1'0"112 I 17'9"8
13'0"12
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.279 G 764 360 T 2780 /- /- /- /- /5.5
BCU-: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.436 G 489 284 K 5696 /- /- /- /- /3.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.050 A - - T Min Brg Width Req= 5.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.078 A K Min Brg Width Req= 3.5
NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings T&K Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.807
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.759 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.911 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: A-B 0-1310 F-G 0 -4860
I:NA GCpi:NA Plate Type(s): B-C 0-2626 G-H 0 -5966
Wind Duration:NA WAVE,HS VIEW Ver:13.01.04.0627.14 C-D 0-3813 H-1 0 -6381
Lumber Purlins D-E 0-4860 I-J 0 -3210
E-F 0-4860
Top chord 2x4 SP#2-13B:T2 2x4 SP M-30: In lieu of structural panels or rigid ceiling use purlins
Bot chord 2x6 SP SS Dense-136 to laterally brace chords as follows:
Webs 2x4 SP#3-138:W14 2x4 SP#2-13B: Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per Ply(Ibs)
W16 2x4 SP M-30: TC 24 0.00 17.79 Chords Tens.Comp. Chords Tens. Comp.
Lumber grades designated with"l 3B"use design BC 120 0.00 17.79T-S 6 0 O-N 6327 0
values approved 1/30/2013 by ALSC Apply purlins to any chords above or below fillers S-R 1504 0 N-M 6327 0
at 24' OC unless shown otherwise above.
Nailnote The TC of this truss shall be braced with attached R-Q 2801 0 M-L 3608 0
Nail Schedule:0.131"x3",min.nails spans at 24"OC in lieu of structural sheathing. Q-P 3963 0 L-K 11 0
P-0 5847 0
Top Chord:1 Row @12.00"o.c. Additional Notes
Bot Chord:1 Row @ 3.50"o.c.
Webs :1 Row @ 4"o.c. Truss must be installed as shown with top chord up. Maximum Web Forces Per Ply(Ibs)
Repeat nailing as each layer is applied.Use equal •The maximum concentrated load is 6520#" Webs Tens.Comp. Webs Tens. Comp.
spacing between rows and stagger nails in each row
to avoid splitting. The overall height of this truss excluding overhang is A-T 0 -882 P-G 12 -1175
1-8-0. A-S 1553 0 G-0 542 -23
Special Loads S-13 0 -882 O-H 85 -440
------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) B-R 1367 0 H-M 244 -64
TC-From 100 plf at 0.00 to 100 plf at 17.79 R-C 0 -792 M-1 3227 0
BC-From 10 plf at 0.00 to 10 plf at 17.79 C-Q 1234 0 I-L 0 -1810
BC-6519 Ib Conc.Load at 12.88 Q-D 0 -679 L-J 3664 0
D-P 1067 0 J-K 0 -1836
Plate Shift Table E-P 0 -41
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
Ill W4X4 2.50 R 1.25 [4] W4X4 1.50 R 1.25
[5] W4X4 2.25 R 1.25 [6] W4X4 1.75 R 1.25
[7] W4X4 S 1.25 (8] W4X4 S 1.25
[9] W3X4 2.50 R 1.25 [11] W4X8 S 1.25
[15) W3X4 1.75 R 1.25 (22] W4X8 3.00 R 1.25
[23] W5X7 2.50 L 1.50 [24] W6X6 1.75 R 1.50
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
OceanBlvd Ply:2 SEQN:9366/T69/FLAT
Ocean Boulevard Qty: 1 FROM: DRW:
FG3 Wgt:187.6lbs / ... 08/23/13
5" 2'6"4 1 4'9"12 1 7' 1 9'2"4 1 11'5"12 137" 14'
5" 2'1"4 2'3"8 2'2"4 2'2"4 2'3"8 2'1"4 5"
--6X10[11 =513X7[5] =C4[7] IIID 4 1114 4 =5X7[12]= 6X10f14]
T GG
Li
00 W2 W4 W1 W1
1
M L K J I H
1114X82'012=6X10[41 2'4"12 2'6"8=4X8[6] = 2'6"8 4X8 =4X8[11 2412] =6X10[13112012 1114X8
2'0"12 4'5"8 7' 19'6"8 111'11"4 14'
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 Udell U# Loc R I U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.238 D 705 360 N 6634 /- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.372 D 451 240 H 6519 -
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.047 A - - N Min Brg Width Req= 5.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.073 A H Min Brg Width Req= -
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing N Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.841
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.850 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.983 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: A-B 0-4764 D-E 0 -9112
I:NA GCpi:NA Plate Type(s): B-C 0-7943 E-F 0 -7947
Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0-9112 F-G 0 -4760
Lumber Purlins
Top chord 2x6 SP SS Dense-1313 In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x6 SP SS Dense-13B to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3-138:W2,W12 2x4 SP M-30: Chord Spacing(in oc) Start(ft) End(ft) N-M 20 0 K-J 8306 0
W4,W10 2x4 SP#2-13B: TC 24 0.00 14.00
Lumber grades designated with"l 3B"use design BC 120 0.00 14.00 M-L 5418 0 J-1 5414 0
values approved 1/30/2013 by ALSC Apply purlins to any chords above or below fillers L-K 8302 0 1-H 20 0
at 24"OC unless shown otherwise above.
Nailnote The TC of this truss shall be braced with attached Maximum Web Forces Per Ply(Ibs)
Nail Schedule:0.131"x3",min.nails spans at 24"OC in lieu of structural sheathing. Webs Tens.Comp. Webs Tens. Comp.
Top Chord:2 Rows @ 3.00"o.c.(Each Row) A-N 0-3197 K-E 920 0 Additional Notes
Bot Chord:1 Row @12.00"o.c.
Webs :1 Row @ 4"o.c. Truss must be installed as shown with top chord up. A-M 5419 0 E-J 0 -1533M-B 0-2788 J-F 2944 0
Use equal spacing between rows and stagger nails The overall height of this truss excluding overhang is B-L 2934 0 F-I 0 -2784
in each row to avoid splitting. 1.8.0
L-C 0-1527 I-G 5415 0
Special Loads C-K 926 0 G-H 0 -3140
----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) D-K 0 -938
TC-From 50 plf at 0.00 to 50 plf at 14.00
BC-From 5 plf at 0.00 to 5 plf at 14.00
TC- 687 Ib Conc.Load at 0.60,2.60,4.60,6.60
8.60,10.60,12.60
TC-1082 Ib Conc.Load at 1.15,3.15,5.15,7.15
9.15,11.15,13.15
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
[1] W6X10 S 1.50 [4] W6X10 S 1.50
[5] W5X7 3.00 L 1.50 [6] W4X8 3.25 R 1.25
[7] W4X4 S 1.50 [11] W4X8 3.25 L 1.25
[12] W5X7 3.00 R 1.50 [13] W6X10 S 1.50
[14] W6X10 S 1.50
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
OceanBlvd Ply:2 SEQN:9744/T64/FLAT
Ocean Boulevard Qty: 1 FROM: DRW:
FG4 Wgt:106.4lb, / ... 08/23/13
1'4"6 2'8"12 5'7"6 8'6"
r 1'4"6 + 1'4"6 + 2'10"10 + 2'10"10 1
A 3X3 1112X4 --3X8[6] III2X4 =3X E
B
T
00
1
1112X4 =3X8[5] 2X4 =3X8 1112X4[13]
11
2'6" � 6'
1'4"6 1'4"6 1 2'10"10 2'10"10
1'4"6 2'8"12 5'7"6 8'6"
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 L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.015 J 999 180 H 2531 /- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.032 J 999 180 F 156 /258 /- /- /- /-
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.005 A - - H Min Brg Width Req= 5.5
Des Ld: 55.00 EXP:NA HORZ(TL):-0.011 A F Min Brg Width Req= -
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing H Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.343
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.473 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.303 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: A-B 209 0 C-D 315 -19
I:NA GCpi:NA Plate Type(s): B-C 209 0 D-E 315 -19
Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14
Lumber Purlins Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#2-13B In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2-13B to laterally brace chords as follows: J-1 1 0 H-G 0 -656
Webs 2x4 SP#3-13B Chord Spacing(in oc) Start(ft) End(ft) I-H 0 -656 G-F 3 0
Lumber grades designated with"136"use design TC 24 0.00 8.50
values approved 1/30/2013 by ALSC BC 102 0.00 8.50
Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(lbs)
Nailnote at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp.
Nail Schedule:0.131"x3",min.nails The TC of this truss shall be braced with attached A-J 17 0 C-G 512 0
Top Chord:1 Row @ 5.00"o.c. spans at 24"OC in lieu of structural sheathing. A-1 0 -297 D-G 0 -150
Bot Chord:1 Row @12.00"o.c. B-I 0 -278 G-E 17 -349
Webs :1 Row " Additional Notes
@ 4o.c. I-C 637 0 E-F 136 -69
Use equal spacing between rows and stagger nails Negative reaction(s)of-258#MAX.(See below)from C-H 0-1204
in each row to avoid splitting. a non-wind load case requires uplift connection.
Special Loads Truss must be installed as shown with top chord up.
-(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) The overall height of this truss excluding overhang is
1-8-0.
TC-From 200 plf at 0.00 to 200 plf at 2.50
TC-From 100 plf at 2.50 to 100 plf at 8.50
BC-From 10 plf at 0.00 to 10 plf at 8.50
TC- 352 Ib Conc.Load at 0.15
TC- 966 Ib Conc.Load at 2.42
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
[5] W3X8 S 1.25 [6] W3X8 S 1.25
[13] W2X4 S 2.25
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
OceanBlvd Ply:2 SEQN:9757/T60/FLAT
Ocean Boulevard Qty: 1 FROM: DRW:
FG5 Wgt:105.0lbs / ... 08/23/13
1'4"6 1 2'9" 1 57,6 8'6"
1'4"6 1'4"10 2'10"6 12'10"10
A 3X3 11126X4 =3Xp
8 [6] 1112X4 =3X3
T
-J� L J
90
1
1112X4 =3X8 1�I2X4H X8[
=39] 1112X4
�-2'6" 6'
1'4"6 1 1'4"6 2'10"6 1 2'10"14
1'4"6 1 2'8"12 57"2 18'6"
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): 0.012 J 999 180 H 3005 /- /- !- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.026 J 999 180 F 489 1157 -
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.004 E - - H Min Brg Width Req= 5.5
Des Ld: 55.00 EXP:NA HORZ(TL):-0.008 A F Min Brg Width Req= -
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing H Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.156
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.379 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.410 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: A-B 226 0 C-D 253 -240
I:NA GCpi:NA Plate Type(s): B-C 226 0 D-E 253 -240
Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14
Lumber Purlins Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x6 SP SS Dense-13B In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2-136 to laterally brace chords as follows: J-I 0 0 H-G 0 557
Webs 2x4 SP#3-13B Chord Spacing(in oc) Start(ft) End(ft) I-H 0 -557 G-F 4 0
Lumber grades designated with"13B"use design TC 24 0.00 8.50
values approved 1/30/2013 by ALSC BC 102 0.00 8.50
Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(Ibs)
Nailnote at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp.
Nail Schedule:0.131"x3",min.nails The TC of this truss shall be braced with attached A-J 16 0 C-G 861 0
Top Chord:1 Row @ 3.25"o.c. spans at 24"OC in lieu of structural sheathing. A-1 0 -311 D-G 14 480
Webs 1 Row @ 4 4"
Bot Chord:1 Row @o.c. Additional Notes B-1 0 -147 G-E 259 -278
"o.co.c.
Use equal spacing between rows and stagger nails Truss must be installed as shown with top chord up. I-C 479 0 E-F 98 -233C-H 0-1427
in each row to avoid splitting. The overall height of this truss excluding overhang is
Special Loads 1-8-0.
------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00)
TC-From 200 plf at 0.00 to 200 plf at 2.50
TC-From 100 plf at 2.50 to 100 pIf at 4.65
TC-From 50 pIf at 4.65 to 50 pIf at 8.50
BC-From 10 plf at 0.00 to 10 pIf at 4.65
BC-From 5 pIf at 4.65 to 5 plf at 8.50
TC- 352 Ib Conc.Load at 0.15
TC- 877 Ib Conc.Load at 2.42
TC- 646 Ib Conc.Load at 4.65,6.65
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
[6] W3X8 2.00 L 1.25 [9] W3X8 2.00 R 1.25
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAP E X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
OceanBlvd Ply:1 SEAN:9292/T53!SY42
Ocean Boulevard Qty: 1 FROM. DRW:
FGE1 Wgt:61.1lb, / ... 08/26/13
1'3"4 1,7'8—{h—1'2"8 1,2"8 1'2"8 1'2"8 1'2"8 ,0"12
A B C D E F G H I
TT
90
1 11'1"2
111112X4 Q P O N M L III 2X4
10'11"8
10'11"8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defi/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(I-Q: 0.0001 999 360 S 74 /- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TQ: 0.001 I 999 240 K 1106 1- /- /- /- /126
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 B - - S Min Brg Width Req= 5.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.001 B S Min Brg Width Req= -
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings S&S Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.203
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.036 Maximum Top Chord Forces Per Ply(Ibs)
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%(0.0%)/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:13.01.04.0627.14 C-D 0 0 G-H 0 0
Lumber Additional Notes D-E 0 0 H-1 0 0
Top chord 4x2 SP#3-136 See detail STRBRIBRO211 for bracing and bridging
Bot chord 4x2 SP#3-13B recommendations. Maximum Bot Chord Forces Per Ply(Ibs)
Webs 4x2 SP#3-13B Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp.
Lumber grades designated with"136"use design The overall height of this truss excluding overhang is S-R 0 0 O-N 0 0
values approved 1/30/2013 by ALSC 1-8-0. R-Q 0 0 N-M 0 0
Bracing Q-P 0 0 M-L 0 0
P-0 0 0 L-K 0 0
Sheathing is required for any longitudinal(drag)forces.
All connections to be designed by the building
designer. Maximum Web Forces Per Ply(Ibs)
Fasten rated sheathing to one face of this frame.
Webs Tens.Comp. Webs Tens. Comp.
T-S 0 -9 I-K 0 -49
Plating Notes A-S 0 -58 K-J 0 -9
All plates are 1X3 except as noted.
Purlins Maximum Gable Forces Per Ply(Ibs)
Gables Tens.Comp. Gables Tens. Comp.
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows: B-R 0 -150 F-N 0 -133
Chord Spacing(in oc) Start(ft) End(ft) C-Q 0 -129 G-M 0 -133
TC 24 0.25 10.71 D-P 0 -134 H-L 0 -136
BC 120 0.25 10.71 E-0 0 -133
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(0.1 28"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 tA P VEX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
OceanBlvd Ply:1 SEAN:9526/T61/SY42
Ocean Boulevard Qty: 1 FROM: DRW:
FGE2 Wgt:74.2lb, / ... 08/26/13
�—1'5"4 9'6"12
1'2"4"�11 --2'6° 1'10"4 1-4°�I
(TYP)
=3X3 =3X3 =3X3 =3X3
A BC D E F G
T �I P
� N
1 NO
1,'1"2
III 2X4
M L 3X3 =3X4 J =3X4
1'6" 9'6"
r 1t'
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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.011 M 999 159 L 753 /- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.021 M 932 159 H 811 /- /- /- /- /108
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.004 A - - L Min Big Width Req= 5.5
Des Ld: 55.00 EXP:NA HORZ(TL):-0.008 A L Min Brg Width Req= -
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings L&L Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.498
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.110 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.095 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: A-B 357 0 D-E 230 0
I:NA GCpi:NA Plate Type(s): B-C 352 0 E-F 69 0
Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 230 0 F-G 69 0
Lumber Additional Notes
Top chord 4x2 SP#2-13B See detail STRBRIBR0211 for bracing and bridging Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 4x2 SP#2-13B recommendations. Chords Tens.Comp. Chords Tens. Comp.
Webs 42 SP#3-13B Truss must be installed as shown with top chord up. M-L 0 -1 J-1 55 -68
Lumber grades designated with"136"use design The overall height of this truss excluding overhang is L-K 0 -331 I-H 0 0
values approved 1/30/2013 by ALSC 1-8-0. K-J 55 -68
Special Loads
Maximum Web Forces Per Ply(Ibs)
(Lumber 00 plf c.=1.00/Plate 00 pff c.=1.00) Webs Tens.Comp. Webs Tens. Comp.
TC-From 200 plf at 0.12 to 200 plf at 1.50
TC-From 100 plf at 1.50 to 100 olf at 11.00 M-A 9 0 K-E 0 -332
BC-From 10 plf at 0.00 to 10 plf at 11.00 N-M 4 0 E-P 33 -151
TC- 229 Ib Conc.Load at 0.15 A-0 0 -491 P-1 32 -143
Plating Notes O-L 0 -586 F-I 0 -231
All plates are 1X3 except as noted. L-C 0 -255 I-G 0 -98C-K 147 0 G-H 31 0
Purlins D-K 0 -259
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows: Maximum Gable Forces Per Ply(Ibs)
Chord Spacing(in oc) Start(ft) End(ft) Gables Tens.Comp. Gables Tens. Comp.
TC 24 0.00 10.88
BC 120 -0.12 10.88 O-B 0 -131 J-P 1 17
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
OceanBlvd Ply:1 SEAN:9318/T76/SY42
Ocean Boulevard Qty: 1 FROM: DRW:
FGE3 Wgt:45.4lbs p I ... 08/26/13
1'3"4 1'2"8 1'2"8 1'2"8 1'2"8 111
A B C D E F G
Tz,.,— P L H
m
1r 111 2
I
1112X4 N M L K J
1112X4
7-4„
7,4" 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 Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 0 74 /- I- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 1 708 /- /- /- /- /82.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 G - - 0 Min Brg Width Req= 5.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.002 B 0 Min Brg Width Req= -
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings 0&O Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.203
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.036 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.034 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: A-B 0 0 D-E 0 0
l:NA GCpi:NA Plate Type(s): B-C 0 0 E-F 0 0
Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0 0 F-G 0 0
Lumber Additional Notes
Top chord 42 SP#3-13B Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 4x2 SP#3-13BChords Tens.Comp. Chords Tens. Comp.
The overall height of this truss excluding overhang is
Webs 4x2 SP#3-13B 1-8-0. O-N 0 0 L-K 0 0
Lumber grades designated with"1313"use design N-M 0 0 K-J 0 0
values approved 1/30/2013 by ALSC M-L 0 0 J-1 0 0
Bracing
Maximum Web Forces Per Ply(Ibs)
Sheathing is required for any longitudinal(drag)forces.
Webs Tens.Comp. Webs Tens. Comp.
All connections to be designed by the building
designer. P-0 0 -9 G-1 20 0
Fasten rated sheathing to one face of this frame. A-0 0 -59 I-H 0 -8
Plating Notes Maximum Gable Forces Per Ply(lbs)
All plates are 1X3 except as noted. Gables Tens.Comp. Gables Tens. Comp.
Purlins B-N 0 -150 E-K 0 -142
In lieu of structural panels or rigid ceiling use purlins C-M 0 -130 F-J 0 -106
to laterally brace chords as follows: D-L 0 -132
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.12 6.96
BC 82 0.12 6.96
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
OceanBlvd Ply:1SEQN:9324/T75/SY42
Ocean Boulevard Qty: 1 FROM: DRW:
FGE4 Wgt:73.11bs .. / ... 08/26/13
A B C D E F G H I J K
T X
90
1 11'1"2
112X4 V U T S R Q P O N 1112X4
13'3"
f 13'3"
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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LQ: 0.000 B 999 360 W 74 /- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 M 1359 /- /- /- /- /153
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 K - - W Min Brg Width Req= 5.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.002 K W Min Brg Width Req= -
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings W&W Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.204
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.036 Maximum Top Chord Forces Per Ply(Ibs)
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%(0.0%)/10(0) Mfg Specified Camber: A-B 0 0 F-G 0 0
I:NA GCpi:NA Plate Type(s): B-C 0 0 G-H 0 0
Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0 0 H-1 0 0
Lumber Additional Notes D-E 0 0 I-J 0 0
Top chord 4x2 SP#3-13B See detail STRBRIBRO211 for bracing and bridging E-F 0 0 J-K 0 0
Bot chord 4x2 SP#3-13B recommendations.
Webs 4x2 SP#3-13B Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs)
Lumber grades designated with"1313"use design The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp.
values approved 1/30/2013 by ALSC 1-8-0 W-V 0 0 R-Q 0 0
Bracing V-U 0 0 Q-P 0 0
U-T 0 0 P-O 0 0
Sheathing is required for any longitudinal(drag)forces. T-S 0 0 O-N 0 0
All connections to be designed by the building
designer. S-R 0 0 N-M 0 0
Fasten rated sheathing to one face of this frame. Maximum Web Forces Per Ply(Ibs)
Plating Notes Webs Tens.Comp. Webs Tens. Comp.
All plates are 1X3 except as noted. X-W 0 -9 K-M 0 -30
Purlins
A-W 0 -59 M-L 0 -8
In lieu of structural panels or rigid ceiling use pur ins Maximum Gable Forces Per Ply(Ibs)
to laterally brace chords follows: Gables Tens.Comp. Gables Tens. Comp.
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.12 12.88 B-V 0 -150 G-Q 0 -134
BC 120 0.12 12.88 C-U 0 -129 H-P 0 -133
Apply purlins to any chords above or below fillers D-T 0 -134 1-0 0 137
at 24"OC unless shown otherwise above.
E-S 0 -133 J-N 0 -116
End Vertical Attachment F-R 0 -133
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
OceanBlvd Ply:1 SEAN:9342/T82/SY42
Ocean Boulevard Qty: 1 FROM: DRW:
FGE5 Wgt:29.4lbs / ... 08/26/13
1,3„4-{f--1'2'8 17"8 -I I- 1'2"4�I
A B C D E
T
1 11'1"2
J
I H G
5'6"
f 5'6”
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 /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 E 999 360 F 605 /- /- /- /- /66.0
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 E 999 240 J Min Big Width Req= -
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 B - - Bearing J Fcperp=565psi.
Des Ld: 55.00 EXP:NA HORZ(TL):0.001 B - -
NCBCLL: 10.00 Mean Height:NA ft Code/Misc 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: 0.211 Chords Tens.Comp. Chords Tens. Comp.
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.044 A-B 0 1 C-D 0 1
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.038 B-C 0 1 D-E 0 1
C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber:
I:NA GCpi:NA Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs)
Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 Chords Tens.Comp. Chords Tens. Comp.
Lumber J-I 1 0 H-G 1 0
Top chord 4x2 SP#3-13B I-H 1 0 G-F 1 0
Bot chord 4x2 SP#3-13B
Webs 4x2 SP#3-13B
Lumber grades designated with"138"use design Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
values approved 1/30/2013 by ALSC
A-J 0 -59 E-F 0 -55
Bracing
Sheathing is required for any longitudinal(drag)forces. Maximum Gable Forces Per Ply(Ibs)
All connections to be designed by the building Gables Tens.Comp. Gables Tens. Comp.
designer.
Fasten rated sheathing to one face of this frame. B-1 0 -160 D-G 0 -155
C-H 0 -122
Plating Notes
All plates are 1X3 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -0.12 5.38
BC 66 -0.12 5.38
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Additional Notes
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 eAP E X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
r
OceanBlvd Ply:1 SEAN:9348/T83/SY42
Ocean Boulevard Qty: 1 FROM: DRW:
FGE6 Wgt:35.0lbs / ... 08/26/13
1'3"4 1'2"8'I 1'2"8 1'2"8�{ 1�-10"4
A B C D E F
T
90
1 11'1"2
L
K J I H
j- 6'6"
L 6,6„
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 G 715 /- /- /- /- /78.0
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 L Min Brg Width Req= -
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 B - - Bearing L Fcperp=565psi.
Des Ld: 55.00 EXP:NA HORZ(TL): 0.002 B
NCBCLL: 10.00 Mean Height:NA ft Code/Misc 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: 0.209 Chords Tens.Comp. Chords Tens. Comp.
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.045 A-B 0 0 D-E 0 0
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.038 B-C 0 0 E-F 0 0
C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: C-D 0 0
I:NA GCpi:NA Plate Type(s):
Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 Maximum Bot Chord Forces Per Ply(Ibs)
Lumber Chords Tens.Comp. Chords Tens. Comp.
Top chord 4x2 SP#3-13B L-K 0 0 I-H 0 0
Bot chord 4x2 SP#3-13B K-J 0 0 H-G 0 0
Webs 4x2 SP#3-136
J-1 0 0
Lumber grades designated with"1313"use design
values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs)
Bracing Webs Tens.Comp. Webs Tens. Comp.
Sheathing is required for any longitudinal(drag)forces. A-L 0 -59 F-G 0 -39
All connections to be designed by the building
designer. Maximum Gable Forces Per Ply(Ibs)
Fasten rated sheathing to one face of this frame. Gables Tens.Comp. Gables Tens. Comp.
Plating Notes B-K 0 -159 D-1 0 -136
All plates are 1X3 except as noted. C-J 0 -126 E-H 0 -131
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 6.50
BC 78 0.00 6.50
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Additional Notes
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
OceanBlvd Ply:1 SEAN:9336/T68/SY42
Ocean Boulevard Qty: 1 FROM: DRW:
FGE7 Wgt:66.8lbs, / ... 08/26/13
1,3„4 17"8' �`1,2"8' �'1'2"8"I 1,2„8 F 1,2"8"��'17-8 1-2--8
A B C D E F G H I J
T ` V K
20
r 11 11'1"2
1112X4 T S R Q P O N M 1112X4
12'
j— 12'
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 1W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 L 1295 /- /- /- /- /144
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 U Min Brg Width Req= -
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 J - - Bearing U Fcperp=565psi.
Des Ld: 55.00 EXP:NA HORZ(TL):0.002 J
NCBCLL:10.00 Mean Height:NA ft Code/Misc 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: 0.203 Chords Tens.Comp. Chords Tens. Comp.
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.036 A-B 0 0 F-G 0 0
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.032 B-C 0 0 G-H 0 0
C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: C-D 0 0 H-1 0 0
I:NA GCpi:NA Plate Type(s): D-E 0 0 I-J 0 0
Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 E-F 0 0
Lumber Additional Notes
Top chord 42 SP#3-13B Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 4x2 SP#3-138 Chords Tens.Comp. Chords Tens. Comp.
Webs 4x2 SP#3-13B The overall height of this truss excluding overhang is
1-8-0. U-T 0 0 P-O 0 0
Lumber grades designated with"1313”use design T-S 0 0 O-N 0 0
values approved 1/30/2013 by ALSC S-R 0 0 N-M 0 0
Bracing R-Q 0 0 M-L 0 0
Q-P 0 0
Sheathing is required for any longitudinal(drag)forces.
All connections to be designed by the building
designer. Maximum Web Forces Per Ply(Ibs)
Fasten rated sheathing to one face of this frame. Webs Tens.Comp. Webs Tens. Comp.
V-U 0 -9 J-L 0 -35
Plating Notes A-U 0 -59 L-K 0 -8
All plates are 1X3 except as noted.
Purlins Maximum Gable Forces Per Ply(Ibs)
Gables Tens.Comp. Gables Tens. Comp.
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows: B-T 0 -150 F-P 0 -134
Chord Spacing(in oc) Start(ft) End(ft) C-S 0 -129 G-0 0 -133
TC 24 0.25 11.75 D-R 0 -134 H-N 0 -137
BC 120 0.25 11.75 E-Q 0 -133 I-M 0 -120
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 rAP X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
OceanBlvd Ply:1 SEAN:9330/T14/SY42 '
Ocean Boulevard Qty: 1 FROM: DRW:
FGE8 Wgt:92.9lbs / ... 08/26/13
11- -{ 1f- -{ 1f---{ 1f---{ 1f---{ 1f- -{ 11---{ 11---I 1f----I11- -1 11f�-I I-1-i
T oo-r AF A B C D E F G H�=3X4J K L M N O
I r P
co
1ri11'1"2
AE AD AC AB AA Z Y X VU 1111 3 T S Q
1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 W=3X4 1111X3 1111X3 1111X3
17'3"8
17'3"8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 AE 74 /- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 247 Q 1803 /- /- /- /- /201
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 O - - AE Min Brg Width Req= 5.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.002 O AE Min Brg Width Req= -
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings AE&AE Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.203
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.036 Maximum Top Chord Forces Per Ply(Ibs)
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%(0.0%)/10(0) Mfg Specified Camber: A-B 0 0 H-I 0 0
I:NA GCpi:NA Plate Type(s): B-C 0 0 I-J 0 0
Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0 0 J-K 0 0
Lumber Additional Notes D-E 0 0 K-L 0 0
Top chord 4x2 SP#3-13B See detail STRBRIBRO211 for bracing and bridging E-F 0 0 L-M 0 0
Bot chord 4x2 SP#3-13B recommendations. F-G 0 0 M-N 0 0
Webs 4x2 SP#3-136 G-H 0 0 N-0 0 0
Truss must be installed as shown with top chord up.
Lumber grades designated with"1313"use design The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per PI lbs
values approved 1/30/2013 by ALSC y(lbs)
1.8.0
Chords Tens.Comp. Chords Tens. Comp.
Bracing AE-AD 0 0 X-W 0 0
Sheathing is required for any longitudinal(drag)forces. AD-AC 0 0 W-V 0 0
All connections to be designed by the building AC-AB 0 0 V-U 0 0
designer. AB-AA 0 0 U-T 0 0
Fasten rated sheathing to one face of this frame. AA-Z 0 0 T-S 0 0
Plating Notes
Z-Y 0 0 S-R 0 0
Y-X 0 0 R-Q 0 0
All plates are 2X4 except as noted.
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: AF-AE 0 -9 O-Q 0 -32
Chord Spacing(in oc) Start(ft) End(ft) A-AE 0 -59 Q-P 0 -8
TC 24 0.13 16.92
BC 120 0.13 16.92
Apply purlins to any chords above or below fillers Maximum Gable Forces Per Ply(Ibs)
at 24"OC unless shown otherwise above. Gables Tens.Comp. Gables Tens. Comp.
End Vertical Attachment B-AD 0 -150 H-X 0 -133
Attach notched end verticalC-AC 0 -129 J-W 0 -133s)to next end vertical D-AB 0 -134 K-U 0 -134
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" E-AA 0 -133 L-T 0 -133
wide(minimum)Crown staples on each narrow face. F-Z 0 -133 M-S 0 -137
G-Y 0 -133 N-R 0 -118
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 A P E X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray affimili',�`
PE No.60839 PE No.58544 PE No.71457
OceanBlvd Ply:1 SEQN:93101 T88/SY42
Ocean Boulevard Qty: 9 FROM: DRW:
FS1 Wgt:14.5lb, / ... 08/26/13
1111X3 =3X3
A B
T
SO
1 /7 11'1"2
X3 3 1'8" �II1X3
1,8" '
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 L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.001 B 999 160 C 183 /- /- /- /- /20.0
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 B 999 160 D Min Brg Width Req= -
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 B - - Bearing D Fcperp=565psi.
Des Ld: 55.00 EXP:NA HORZ(TL):0.001 B - -
NCBCLL:10.00 Mean Height:NA ft Code/Misc 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: 0.378 Chords Tens.Comp.
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.091 A-B 0 0
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.019
C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Bot Chord Forces Per Ply(Ibs)
1:NA GCpi:NA Plate Type(s): Chords Tens.Comp.
Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14
D-C 0 0
Lumber
Top chord 4x2 SP#3-13B Maximum Web Forces Per Ply(Ibs)
Bot chord 4x2 SP#3-13B
Webs 4x2 SP#3-1313 Webs Tens.Comp. Webs Tens. Comp.
Lumber grades designated with"'I3B"use design A-D 0 -83 B-C 0 -83
values approved 1/30/2013 by ALSC D-B 0 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 -0.13 1.54
BC 20 -0.13 1.54
Apply purlins to any chords above or below filters
at 24"OC unless shown otherwise above.
Additional Notes
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
OceanBlvd Ply:1 SEQN:9315/T77/SY42
Ocean Boulevard Qty: 1 FROM: DRW:
FS2 Wgt:10.3lbs / ... 08/26/13
5"
1113X4
1111X3
A B
LJ
00
11'1"2
1113X4 I I I
C
8"
Loading Criteria(psg 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): 0.000 B 999 64 C 73 /- /_ /_ /_ /8.0
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 64 D Min Brg Width Req= 8.0
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 B - - Bearing D Fcperp=565psi.
Des Ld: 55.00 EXP:NA HORZ(TL):0.001 B - -
NCBCLL: 10.00 Mean Height:NA ft Code/Misc 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: 0.055 Chords Tens.Comp.
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.013
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.008 A-B 0 0
C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Bot Chord Forces Per Ply(Ibs)
I:NA GCpi:NA Plate Type(s): Chords Tens.Comp.
Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14
Lumber D-C 0 0
Top chord 42 SP#3-13B
Bot chord 42 SP#3-13B Maximum Web Forces Per Ply(Ibs)
Webs 4x2 SP#3-13B Webs Tens.Comp. Webs Tens. Comp.
Lumber grades designated with"13B"use design A-D 0 -33 B-C 0 -33
values approved 1/30/2013 by ALSC D-B 0 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 0.67
BC 8 0.00 0.67
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Additional Notes
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
' OceanBlvd Ply:1 SEAN:9085/T1/HIP_
Ocean Boulevard Qty: 6 FROM: DRW:
HJ01 Wgt:18.2 lbs / ... 08/23/13
C
12
4.24
1112X4
B
r M
� (V
C) ih
A HB 3'0"1
0
CV
E D
�-- 2'10"10 1114X5 1 121 3'3"9 78
3'3"9 "1
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):-0.001 B 999 240 E 352 /284 /241 /- /- /4.9
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 B 999 180 D 49 /- /16 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 B - - C 16 /67 /84 /- /117 /1.5
Des Ld: 32.00 EXP:D HORZ(TL):-0.001 B Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:25.00 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 4.9
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.835 D Min Brg Width Req= -
Load Duration:1.25
BCDL:3P.0 sf TPI Std: 2007 Max BC CSI: 0.101 C Min Brg Width Req= -
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.291 Bearing E Fcperp=565psi.
C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Spedfied 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:13.01.04.0627.14
Lumber A-B 57 0 B-C 344 -61
Top chord 2x4 SP M-30
Bot chord 2x4 SP#2-13B Maximum Bot Chord Forces Per Ply(Ibs)
Webs 2x4 SP#3-13B Chords Tens.Comp.
Lumber grades designated with"136"use design E-D 0 0
values approved 1/30/2013 by ALSC
Plate Shift Table Maximum Web Forces Per Ply(Ibs)
JT Plate Lateral Chord JT Plate Lateral Chord Webs Tens.Comp.
No Size Shift Bite No Size Shift Bite B-E 977 -336
[2] W4X5 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 -2.89 3.30
BC 40 0.00 3.30
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 end vertical not exposed to wind pressure.
Additional Notes
The overall height of this truss excluding overhang is
3-2-3.
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 �APEX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
OceanBlvd Ply:1 SEAN:9064/T36/HIP_
Ocean Boulevard Qty: 2 FROM: DRW:
HJ03 Wgt:28.0lbs / ... 08/23/13
C
T
12 <>
v
4.24
°' D
N :3M(A1) a,
B M
T E
4�2
a 2.83
A 12
7'0"2 11;'8
�- 2'10"10
7'0"2 "10
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.026 D 999 240 E 229 1118 /- /- /- /4.9
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.090 D 913 180 D 89 /14 /- /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.010 D - - C 53 /42 /- /- /- /1.5
Des Ld: 32.00 EXP:D HORZ(TL): 0.036 D Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:23.99 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 4.9
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.354 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.333 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 Fcperp=565psi.
C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs)
Wind Duration:
n:1..0.1Plate Type(s):60 WAVE VIEW Ver:13.01.04.0627.14 Chords Tens.Comp. Chords Tens. Comp.
Lumber A-B 28 -23 B-C 18 -16
Top chord 2x4 SP#2-13B
Bot chord 2x4 SP#2-13B Maximum Bot Chord Forces Per Ply(lbs)
Lumber grades designated with"l 3B"use design Chords Tens.Comp.
values approved 1/30/2013 by ALSC
B-D 20 -18
Special Loads
-----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
TC-From 0 plf at -2.89 to 55 plf at 0.00
TC-From 2 plf at 0.00 to 2 plf at 7.01
BC-From 0 plf at -2.89 to 4 plf at 0.00
BC-From 2 plf at 0.00 to 2 plf at 7.01
TC- 85 Ib Conc.Load at 4.35
BC- 62 Ib Conc.Load at 4.35
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 7.01
BC 75 0.15 7.01
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Shim all supports to solid bearing.
The overall height of this truss excluding overhang is
2-9-14.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
OceanBlvd Ply:1 SEAN:90561 T35/HIP_
Ocean Boulevard Qty: 1 FROM: DRW:
HJ04 Wgt:28.0lb, / ... 08/26/13
C
25'5"6
12
4.24
v
a)
CV
2X4(A 1 M
4"22'11
A D
f- 2'10"10 -1 7'0"2 �'i8
7'0"2 7 1"10
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 Udell U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 228 /356 /- /- /- /4.9
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 90 /35 /- 1- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.023 D C 51 /78 /- I- /- /1.5
Des Ld: 32.00 EXP:D HORZ(TL):-0.025 D Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:23.99 It Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 4.9
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.493 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.365 C Min Brg Width Req= -
MWFRS Parallel Dist:0 to h/2 Re Factors Used:Yes Max Web CSI: 0.000 Bearing B Fcperp=565psi.
Spacing:24.0" P
C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14
Lumber Additional Notes A-B 28 23 B-C 84 26
Top chord 2x4 SP#2-13B Top chord overhangs have been checked only for
Bot chord 2x4 SP#2-13B loads as indicated. Overhangs not checked for man Maximum Bot Chord Forces Per Ply(Ibs)
Lumber grades designated with"1313"use design loads or long-term deflection. Chords Tens.Comp.
values approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is B-D 0 0
2-9-14.
Special Loads
-----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
TC-From 0 plf at -2.89 to 55 plf at 0.00
TC-From 2 plf at 0.00 to 2 plf at 7.01
BC-From 0 plf at -2.89 to 4 plf at 0.00
BC-From 2 plf at 0.00 to 2 plf at 7.01
TC- -71 Ib Conc.Load at 1.52
TC- 83 lb Conc.Load at 4.35
BC- -3 Ib Conc.Load at 1.52
BC- 68 Ib Conc.Load at 4.35
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 7.01
BC 75 0.15 7.01
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 eAPE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
OceanBlvd Ply:1 SEAN:9148/T23/HIP_
Ocean Boulevard Qty: 1 FROM: DRW:
HJ04A Wgt:30.8lbs / ... 08/26/13
D
T25'5"6
12
4.24 p
3X4 C
3X8(C6) N
2X4(C6) it
1Cl)
22'„"
5"11i
(- 2,10"10 7'0"2 i8
7'0"2 7J1"'10
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 248 /533 /- /- /- /4.9
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA E 80 /38 /- /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.076 C D 42 /66 /- /- /- /1.5
Des Ld: 32.00 EXP:D HORZ(TL):-0.080 C Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:23.99 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 4.9
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.381 E Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.320 D Min Brg Width Req= -
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.284 Bearing B Fcperp=565psi.
C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): or
Maximum Chords Top
p Chd Forces Per Ply(Ibs)
Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14
Lumber Additional Notes C-D 14 -22
Top chord 2x4 SP M-30 Top chord overhangs have been checked only for
Bot chord 2x4 SP#2-13B loads as indicated. Overhangs not checked for man Maximum Web Forces Per Ply(Ibs)
:Lt Slider 2x4 SP#3-13B:BLOCK LENGTH= 1.650' loads or long-term deflection. Webs Tens.Comp.
Lumber grades designated with"1313"use design The overall height of this truss excluding overhang is B-C 867 -19
values approved 1/30/2013 by ALSC 2-9-14.
Special Loads
-----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
TC-From 0 plf at -2.89 to 55 plf at 0.00
TC-From 2 plf at 0.00 to 2 plf at 7.01
BC-From 0 plf at -2.89 to 4 plf at 0.00
BC-From 2 plf at 0.00 to 2 plf at 7.01
TC--133 Ib Conc.Load at 1.52
TC- 25 lb Conc.Load at 4.35
BC- -9 Ib Conc.Load at 1.52
BC- 55 Ib Conc.Load at 4.35
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 7.01
BC 75 0.00 7.01
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads and reactions based on MWFRS.
Left cantilever is exposed to wind
Left bottom chord exposed to wind.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
OceanBlvd Ply:1 SEAN:9083
Ocean Boulevard Qty: 13 FROM: DRW:
J01 Wgt:13.2lbs / ... 08/23/13
C
12
6
1112X4
B
N
Cl)
A HB 2'1" `�
0
(V
U t
E D
�-2'0"81112X4[2] 2'4"8 1T
't' 2'4"8
2161,
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 228 E 253 /170 /234 /- /- /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 B 999 180 D 36 /- /12 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 B - - C 13 161 /74 /- /81 /1.5
Des Ld: 32.00 EXP:D HORZ(TL):-0.001 B Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:25.04 ft Code I Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 3.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.783 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.085 C Min Brg Width Req= -
MWFRS Parallel Dist:h/2 to h Re Factors Used:Yes Max Web CSI: 0.140 Bearing E Fcperp=565psi.
Spacing:24.0" p
C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/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:13.01.04.0627.14
A-B 55 0 B-C 228 -85
Lumber
Top chord 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x4 SP#3-13B
Webs 2x4 SP#3-13B Chords Tens.Comp.
Lumber grades designated with"1313"use design E-D 0 0
values approved 1/30/2013 by ALSC
Plate Shift Table Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp.
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite B-E 469 -242
[2] W2X4 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 2.38
BC 28 0.00 2.38
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 end vertical not exposed to wind pressure.
Additional Notes
The overall height of this truss excluding overhang is
3-2-11.
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
OceanBlvd Ply:1 SEQN:9059/T26/JACK
Ocean Boulevard Qty: 4 FROM: DRW:
J02 Wgt:12.6 lbs / ... 08/23/13
C T
T
12 9)
6
0
2M(A1)
B D Cl) M
O
T o r-
47 CV
4
A Q
12
�-2'�"8 7 3'
3' 31"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(I-Q: 0.006 D 999 240 B 277 /154 /215 /- /131 /35
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.008 D 999 180 D 31 116
/28 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 D - - C 42 /51 /21 1- /- /1.5
Des Ld: 32.00 EXP:D HORZ(TL): 0.005 D Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:23.52 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 3.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.774 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.206 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 Fcperp=565psi.
C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs)
Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Chords Tens.Comp. Chords Tens. Comp.
Lumber A-B 55 0 B-C 19 -53
Top chord 2x4 SP#3-13B
Bot chord 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(lbs)
Lumber grades designated with"'I 3B"use design Chords Tens.Comp.
values approved 1/30/2013 by ALSC B-D 14 -9
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 3.00
BC 36 0.15 3.00
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
1-10-7.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
OceanBlvd Ply:1 SEON:9062/T39/EJAC
Ocean Boulevard Qty: 6 FROM: DRW:
J03 Wgt:18.7 Ibs / ... 08/26/13
C
25'5"15
rn
12
M
6 24'5"13
0
(V D M
2X4(A1) `' o
B ZD i0
---1 4 22'11"
A 12
2'0"8 5' "8
5' 54-8
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):-0.014 D 999 240 B 323 /168 /231 /- /189 13.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.026 D 999 180 D 64 /2 /27 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.008 D - - C 102 /112 /57 /- /- /1.5
Des Ld: 32.00 EXP:D HORZ(TL): 0.014 D Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:24.02 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 3.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.777 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.265 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 Fcperp=565psi.
C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs)
Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Chords Tens.Comp. Chords Tens. Comp.
Lumber A-B 55 0 B-C 46 -103
Top chord 2x4 SP#3-138
Bot chord 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(Ibs)
Lumber grades designated with"l 3B"use design Chords Tens.Comp.
values approved 1/30/2013 by ALSC B-D 20 -18
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Startift) End(ft)
TC 24 -2.04 5.00
BC 61 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
Shim all supports to solid bearing.
The overall height of this truss excluding overhang is
2-10-7.
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
OceanBlvd Ply:1 SEQN:9080/T3/EJAC
Ocean Boulevard Qty: 2 FROM. DRW:
J04 Wgt:15.5lbs / ... 08/26/13
B
25'5"15
12 �
6 co
24'5"13
0
r- C
N
co
2X4(A1)
A C°
4 4 22'11"
D
12
1 5'
( 5' 51"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 1W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.023 C 999 240 A 170 /38 /90 /- /102 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.045 C 999 180 C 69 /6 /35 /- /- 11.5
BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.013 C - - B 116 /84 /70 I- /- /1.5
Des Ld: 32.00 EXP:D HORZ(TL): 0.025 C Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:24.53 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 3.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.612 C Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.414 B Min Brg Width Req= -
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.000 Bearing A Fcperp=565psi.
C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs)
Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 1 Chords Tens.Comp.
Lumber A-B 52 -108
Top chord 2x4 SP#3-13B
Bot chord 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(Ibs)
Lumber grades designated with"l 3B"use design Chords Tens.Comp.
values approved 1/30/2013 by ALSC A-C 22 -17
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 5.00
BC 61 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
Shim all supports to solid bearing.
The overall height of this truss excluding overhang is
2-10-7.
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
OceanBlvd Ply:1 SEAN:9077/T42/EJAC
Ocean Boulevard Qty: 5 FROM: DRW:
J05 Wgt:15.0 lbs / ... 08/26/13
B
25'5"15
12
6 .�
0
(V
2X4(A1) A
7 22'11"
C
5
5'1"8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 164 /35 /89 /- /102 /1.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 71 /2 /33 /- /- /1.5
BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.008 C B 123 /90 /74 !- /- /1.5
Des Ld: 32.00 EXP:D HORZ(TL): 0.015 C Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:24.53 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.694 C Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.402 B Min Brg Width Req= -
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.000
C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp.
Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 A-B 55 -116
Lumber
Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP#3-13B
Bot chord 2x4 SP#3-13B Chords Tens.Comp.
Lumber grades designated with"ll 3B"use design A-C 0 0
values approved 1/30/2013 by ALSC
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 5.00
BC 60 0.00 5.00
Apply pudins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
2-10-7.
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
OceanBlvd Ply:1 SEQN:9054/T24/JACK
Ocean Boulevard Qty: 2 FROM: DRW:
J06 Wgt:7.0lbs / ... 08/26/13
2X4(A1)
12 C
6 23'5"15
B4-7 _
co 22'11"
D
A
1'
2'0"8
1'
..8
1 118
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CVSI 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):NA B 329 /211 /300 /- /74 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D -32 /33 /31 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 D C -109 /117 /101 /- /- /1.5
Des Ld: 32.00 EXP:D HORZ(TL):-0.001 D Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:23.02 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 3.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.424 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.151 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 Fcperp=565psi.
C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs)
Wind Duration:1..60 WAVE VIEW Ver:13.01.04.0627.14
GCpo 0.1Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Lumber A-B 55 0 B-C 170 -63
Top chord 2x4 SP M-30
Bot chord 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(lbs)
Lumber grades designated with"1313"use design Chords Tens.Comp.
values approved 1/30/2013 by ALSC B-D 0 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 -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
0-10-7.
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 C�
PE No.60839 PE No.58544 PE No.71457
OceanBlvd Ply:1 SEQN:9145/T27/JACK
Ocean Boulevard Qty: 2 FROM: DRW:
J06A Wgt:7.0lbs / ... 08/26/13
2X4(A1)
12 C
6 T 23'5"15
B �
7 0
67 Cl) 22'11"
D
A
�4'�
2'0"8 1'
1 8
1""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 L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 421 /281 /396 /- /74 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D -37 /28 /31 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 D C -196 1207 /161 /- /- /1.5
Des Ld: 32.00 EXP:D HORZ(TL):-0.002 D Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:23.02 ft Code I Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 3.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.424 D Min Brg Width Req= -
Load Duration:1.25
BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.156 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 Fcperp=565psi.
C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14
Lumber A-B 55 0 B-C 292 -102
Top chord 2x4 SP M-30
Bot chord 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(Ibs)
Lumber grades designated with"1313"use design Chords Tens.Comp.
values approved 1/30/2013 by ALSC B-D 0 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 -2.04 1.00
BC 8 0.33 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.
Left cantilever is exposed to wind
Left bottom chord exposed to wind.
Additional Notes
Negative reaction(s)of-196#MAX.(See below)from
a non-wind load case requires uplift connection.
The overall height of this truss excluding overhang is
0-10-7.
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
OceanBlvd Ply:1 SEON:9051/T22/JACK
Ocean Boulevard Qty: 2 FROM: DRW:
J07 Wgt:12.31bs / ... 08/26/13
C
24'5"15
12
6
0
2X4(A1)
B _o
4 N 22'11"
D
A
I_2'0„$ 3' 1"$
f 3' "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 /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 276 /153 /218 /- 1131 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 34 /10 /24 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 D C 41 /54 /26 /- /- /1.5
Des Ld: 3200. EXP:D HORZ(TL): 0.003 D Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:23.52 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 3.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.774 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.189 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 Fcperp=565psi.
C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs)
Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Chords Tens.Comp. Chords Tens. Comp.
Lumber A-B 55 0 B-C 19 -59
Top chord 2x4 SP#3-1313
Bot chord 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(Ibs)
Lumber grades designated with"l 3B"use design Chords Tens.Comp.
values approved 1/30/2013 by ALSC B-D 0 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 -2.04 3.00
BC 34 0.15 3.00
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
1-10-7.
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
OceanBlvd Ply:1 SEAN:9141/T25/JACK
Ocean Boulevard Qty: 2 FROM: DRW:
J07A Wgt:15.1lbs / ... 08/26/13
D
24'5"15
12 3X4 C
6 � r,
2X4(C6) co
T B67
1
N 22'11"
�4"
2'0"8 3' „$
3' „8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(I-Q:NA B 313 /191 /299 /- /131 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA E 27 /25 /38 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.007 C D 13 /38 /35 /- /- /1.5
Des Ld 32.00 EXP:D HORZ(TL):-0.010 C Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:23.52 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 3.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.777 E Min Brg Width Req= -
SpLoad Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.344 D Min Brg Width Req= -
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.120 Bearing B Fcperp=565psi.
C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs)
Chords Tens.Comp.
Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14
Lumber C-D 18 -47
Top chord 2x4 SP#3-136
Bot chord 2x4 SP#3-13B Maximum Web Forces Per Ply(Ibs)
:Lt Slider 2x4 SP#3-13B:BLOCK LENGTH= 1.500' Webs Tens.Comp.
Lumber grades designated with"136"use design B-C 378 -317
values approved 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 3.00
BC 36 0.00 3.00
Apply pur ins 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
Left bottom chord exposed to wind.
Additional Notes
The overall height of this truss excluding overhang is
1-10-7.
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
OceanBlvd Ply:1 SEAN:9048/T28/EJAC
Ocean Boulevard Qty: 4 FROM: DRW:
J08 Wgt:18.2lbs / ... 08/26/13
C
25'5"15
12-
6
o_
N M
O
2X4(A1) M
B
22'11"
D
A
2,0„8 5' 1'18
5' 5'q"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 /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 321 /168 /232 I- /189 13.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 65 /- /25 I- /- 11.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 D C 105 /118 /57 /- /- /1.5
Des Ld: 32.00 EXP:D HORZ(TL):0.006 D Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:24.02 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 3.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.820 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.294 C Min Brg Width Req= -
MWFRS Parallel Dist:0 to h/2 Re Factors Used:Yes Max Web CSI: 0.000 Bearing B Fcperp=565psi.
Spacing:24.0" P
C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs)
Wind Duration:
n:1..0.1Plate Type(s):60 WAVE VIEW Ver13.01.04.0627.14 Chords Tens.Comp. Chords Tens. Comp.
:
Lumber A-B 55 0 B-C 47 -109
Top chord 2x4 SP#3-13B
Bot chord 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(Ibs)
Lumber grades designated with"1313"use design Chords Tens.Comp.
values approved 1/30/2013 by ALSC B-D 0 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 -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
2-10-7.
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 �7"`
PE No.60839 PE No.58544 PE No.71457
OceanBlvd Ply:1 SEAN:9137/ -31/EJAC
Ocean Boulevard Qty: 4 FROM: DRW:
J08A Wgt:22.4 lbs I ... 08/26/13
D
25'5"15
12
6 � r
_3X4 C o
N �
3X8(C6) o
2X4(C6)
B
T
67 22'11"
2,0„8 i 5'
5' 5 "8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL 1W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 345 /200 /331 I- /189 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA E 58 162 /92 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.015 C D 88 /107 /51 /- /- /1.5
Des Ld: 32.00 EXP:D HORZ(TL):-0.018 C Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:24.02 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 3.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.453 E Min Brg Width Req=
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.447 D Min Brg Width Req=
MWFRS Parallel Dist:0 to h/2 Re Factors Used:Yes Max Web CSI: 0.260 Bearing B Fcperp=565psi.
Spacing:24.0" p
C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp.
Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14
C-D 39 -145
Lumber
Top chord 2x4 SP M-30
Bot chord 2x4 SP#3-1313 Maximum Web Forces Per Ply(Ibs)
:Lt Slider 2x4 SP#3-13B:BLOCK LENGTH= 1.500' Webs Tens.Comp.
Lumber grades designated with"1313"use design B-C 817 -415
values approved 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 60 0.00 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.
Left cantilever is exposed to wind
Left bottom chord exposed to wind.
Additional Notes
The overall height of this truss excluding overhang is
2-10-7.
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
1
OceanBlvd Ply:1 SEQN:9107/T29/EJAC
Ocean Boulevard Qty: 1 FROM: DRW:
J09 Wgt:17.3lbs / ... 08/26/13
C
25'5"15
12
6
r`
N in 1112X
; ') B N `�'
=5V
2X4(A1) A HB 3'5"
T 23'2"5
4-7 2'11"
Q 4
12 3'10"8
1'1"8 51 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 /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.054 B 999 240 A 165 /64 /86 /- /142 /1.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.085 B 725 180 D 66 /15 /34 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.031 B - - C 121 /129 /74 /- /- /1.5
Des Ld: 32.00 EXP:D HORZ(TL): 0.047 B Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:24.53 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.664 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.387 C Min Brg Width Req= -
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.042
C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/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:13.0104 0627 14 A-B 66 -165 B-C 54 -108
Lumber
Top chord 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x4 SP#3-13B Chords Tens.Comp. Chords Tens. Comp.
Webs 2x6 SP#2-13B
Lumber grades designated with"136"use design
A-E 133 -164 E-D 0 0
values approved 1/30/2013 by ALSC
Maximum Web Forces Per Ply(Ibs)
Plating Notes Webs Tens.Comp.
(")1 plate(s)require special positioning.Refer to E-B 163 172
scaled plate plot details for special positioning
requirements.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 5.00
BC 13 1.06 1.13
BC 13 0.00 1.13
BC 47 1.13 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
Shim all supports to solid bearing.
The overall height of this truss excluding overhang is
2-10-7.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray �•
PE No.60839 PE No.58544 PE No.71457
OceanBlvd Ply:1 SEAN:9115/T33/EJAC
Ocean Boulevard Qty: 1 FROM: DRW:
J10 Wgt:17.1lbs / ... 08/26/13
C
25'5"15
12
6
o =2X4 B
N
3'10"5
:2X4(A1) E D
'4 =3X3 =
444-77 22'11"
Q 4
12
1" 5'
5-1„8 „
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA 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):-0.040 E 999 240 A 165 /64 /86 /- /142 /1.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.070 E 877 180 D 74 /40 /47 /0 /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.018 E - - C 100 /104 /61 /- /- /1.5
Des Ld: 32.00 EXP:D HORZ(TL):0.030 E Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:24.53 It Code/Mise Criteria Creep Factor:1.5 A Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.417 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.522 C Min Brg Width Req= -
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000
C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/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:13.01.04.0627.14 A-B 447 -406 B-C 45 -90
Lumber
Top chord 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x4 SP#3-13B Chords Tens.Comp. Chords Tens. Comp.
Lumber grades designated with"13B"use design A-E 368 -550 E-D 0 0
values approved 1/30/2013 by ALSC B-E 463 -303
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 5.00
BC 34 0.00 2.66
BC 34 2.03 2.66
BC 34 2.03 2.03
BC 36 2.66 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
Shim all supports to solid bearing.
The overall height of this truss excluding overhang is
2-10-7.
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
OceanBlvd Ply:1 SEAN:9123/T2/EJAC
Ocean Boulevard Qty: 1 FROM: DRW:
J11 Wgt:17.8lbs ! ... 08/26/13
C
25'5"15
12
6 �
0°
-2X4 B 'n
0 24'3"15
04 E D
2X4(A1 =4X4LO
)
A v
I22'11"
Q 4
12
3'10"4 1'112
8 3'11"12 r 5'1"85'1"8 '1
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):-0.015 E 999 240 A 165 /64 /87 /- /142 /1.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.026 E 999 180 D 104 /78 /73 /0 /0 /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.007 E - - C 61 /65 136 /- /- /1.5
Des Ld: 32.00 EXP:D HORZ(TL): 0.012 E Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:24.53 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.182 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.392 C Min Brg Width Req= -
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000
C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/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:13.01.04.0627.14 A-B 383 -375 B-C 27 -60
Lumber
Top chord 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x4 SP#3-13B Chords Tens.Comp. Chords Tens. Comp.
Lumber grades designated with"1313"use design A-E 343 -491 E-D 0 0
values approved 1/30/2013 by ALSC B-E 445 -306
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 5.00
BC 52 0.00 4.06
BC 52 2.96 4.06
BC 52 2.96 2.96
BC 24 4.06 5.00
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Shim all supports to solid bearing.
The overall height of this truss excluding overhang is
2-10-7.
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
OceanBlvd Ply:1 SEAN:9128/T34/EJAC
Ocean Boulevard Qty: 1 FROM: DRW:
J12 Wgt:15.5lbs / ... 08/26/13
B
25'5"15
12 �
6 c�
24'5"13
o_
N C
M
2M(A1)
A `-D
T
422'11"
Q 4
12
5' 18
5'1"8 5��
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl 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):-0.033 C 999 240 A 165 /64 /87 /- /142 /1.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.056 C 999 180 C 71 /16 /37 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.018 C - - B 119 /127 /72 /- /- /1.5
Des Ld: 32.00 EXP:D HORZ(TL): 0.030 C Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:24.53 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.988 C Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.711 B Min Brg Width Req= -
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000
C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp.
Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 A-B 53 -160
Lumber
Top chord 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x4 SP#3-13B Chords Tens.Comp.
Lumber grades designated with"1313"use design A-C 22 -26
values approved 1/30/2013 by ALSC
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 5.00
BC 63 0.00 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
Shim all supports to solid bearing.
The overall height of this truss excluding overhang is
2-10-7.
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
OceanBlvd Ply:1 SEQN:9133/T32/EJAC
Ocean Boulevard Qty: 1 FROM: DRW:
J13 Wgt:15.4lbs / ... 08/26/13
B
25'5"15
12
6
ti
0
N
2X4(A1)
A
4 22'11"
rl C
5
5 5 1"8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R I U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 169 /67 /91 /- /142 /5.0
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 68 /5 /30 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.007 C B 123 /135 /74 /- /- /1.5
Des Ld: 32.00 EXP:D HORZ(TL): 0.011 C Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:24.53 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 5.0
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.360 C Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.495 B Min Brg Width Req= -
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 Bearing A Fcperp=565psi.
C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs)
Chords Tens.Comp.
Wind Duration:1.60 WAVE VIEW Ver:13 01 04 0627 14
Lumber A-B 55 -170
Top chord 2x4 SP M-30
Bot chord 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(Ibs)
Lumber grades designated with 138"use design Chords Tens.Comp.
values approved 1/30/2013 by ALSC A-C 0 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 5.00
BC 58 0.15 5.00
Apply pudins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
2-10-7.
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
OceanBlvd Ply:1 SEAN:9156/T37/COMN
Ocean Boulevard Qty: 1 FROM: DRW:
T01 Wgt:74.2lbs / ... 08/23/13
24"8 8'6"8 10'11„
2'4"8
6,2„ 2'4„8
:5X5 =5X5
12 C D
6
T 1112X4 B E 1112X4
N F
r� n A
0
11
3X4
1H
1114X5[15]
1114X5[3] 5'S"g 5'S"8
2'0..8
2'0^8
5'5"8 10'11"
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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.016 H 999 240 1 966 /561 /- / /- /3-5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.030 H 999 180 G 966 1561 /- /- / 13.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 C - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:D HORZ(TL): 0.010 C I Min Brg Width Req= 3.5
NCBCLL:10.00 Mean Height:25.04 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 3.5
p
Soffit: 2.00
TCDL:4.2 sf Bldg Code: FBC 2010 RES Max TC CSI: 0.523 Bearings I&G Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.580
MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.238 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0"
C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 55 -46 D-E 14 -53
Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 B-C 14 -53 E-F 55 -46
C-D 368 -956
Lumber Purlins
Top chord 2x4 SP#2-13B In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x4 SP M-30 to laterally brace chords as follows:
Webs 2x4 SP#3-13B Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp.
Lumber grades designated with"1313"use design TC 24 -2.04 12.96 I-H 503 -329 H-G 503 -329
BC 120 0.00 10.92
values approved 1/30/2013 by ALSC
Apply purlins to any chords above or below fillers
Special Loads at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
TC-From 56 pIf at -2.04 to 56 plf at 2.37 B-1 142 -215 H-D 624 -53
TC-From 28 plf at 2.37 to 28 plf at 8.54 I-C 529 -778 D-G 529 -778
TC-From 56 pIf at 8.54 to 56 plf at 12.96 C-H 624 -53 E-G 142 -215
BC-From 4 plf at -2.04 to 4 plf at 0.00
BC-From 5 plf at 0.00 to 5 plf at 10.92
BC-From 4 plf at 10.92 to 4 pIf at 12.96
TC- 29 Ib Conc.Load at 2.38,8.53
TC- 13 Ib Conc.Load at 4.44,5.46,6.48
BC- 164 Ib Conc.Load at 2.06,4.06,6.85,8.85
BC- 85 Ib Conc.Load at 2.38,8.53
BC- 36 Ib Conc.Load at 4.44,6.48
BC- 200 Ib Conc.Load at 5.46
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
[3] W4X5 S 3.00 [15] W4X5 S 3.00
Wind
Wind loads and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Additional Notes
The overall height of this truss excluding overhang is
3-2-11.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
OceanBlvd Ply:4 SEAN:9495/T38/COMN
Ocean Boulevard Qty: 1 FROM: �DDW-
T02 Wgt:879.2 lbs Page 1 ... 08/23/13
11'1, "12 14'11" �1.7�'10"4 2y 011
5' 8'11" 10'11" "8 17' i. 22' 24' i 27'11" 32'11"
5' 3,11" 2' '12 ~21 4'1"12 I 2' 1 2'0"1 5'
oT2 TT33
=6X8 1112X4 =3X4 =3X4 =5 -3X4 -4X5 -3X4 =3X -
4 1112X4 6X8
6 12 D E F G H=3X47 1 J K=3X8 L 3X4 N O P
T =2X4 C Q-2X4 T
b - X3 = 4 =5 "X5
N �4X4(A1 rads AJ AI AH q A AA -4XU4_7 AAK=4X4 =3X 14] 3X4 X4 11124(") R�4X4(At)
- S
4 4 AE AC AB Z
12
2'0"8 i 4'1011 1'11"A 2' 3'1" 711"4 2'11"4 2'9"4 1'9"1 3'8"3 2'0"8 i
^I 4'10" 6 49 2'5"4 11'2" 9„ 15'0"12 18' 20'11"4 23'8"8 1,9-
v 38-3
'1
1'10' 1Q,6q, 2 29'2' 3 32'11"
1"12 27'5'
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 /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.384 K 999 391 g 2142 /1242 /- /- /- /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT TL: 0.737 K 531 391
VERT(TL): R 2142 /1242 /- /- /- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.242 T - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:D HORZ(TL): 0.464 T B Min Brg Width Req= 3.5
NCBCLL: 10.00 Mean Height:24.02 ft Code/Misc Criteria Creep Factor:1.5 R Min Brg Width Req= 3.5
Soffit: 2.00 TCDL:4.2 lost Bldg Code: FBC 2010 RES Max TC CSI: 0.643 Bearings B&R Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 lost TPI Std: 2007 Max BC CSI: 0.379
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.297 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 14 -10 J-K 965 -1761
Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 B-C 1370-2422 K-L 859 -1569
Lumber Special Loads C-D 1585-2812 L-M 1107 -1986
Top chord 2x4 SP#2-13B ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) D-E 1935-3438 M-N 1611 -2851
T2,T3 2x6 SP SS Dense-13B: TC-From 56 plf at -2.04 to 56 plf at 5.00 E-F 1935-3440 N-0 1935 -3440
Bot chord 2x4 SP M-31 TC-From 28 plf at 5.00 to 28 plf at 17.00 F-G 1613-2853 O-P 1934 -3439
Webs 2x4 SP#3-13B TC-From 28 plf at 17.00 to 28 plf at 27.92 G-H 1111 -1993 P-Q 1585 -2812
Lumber grades designated with"13B"use design TC-From 56 plf at 27.92 to 56 plf at 34.96 H-1 865 -1580 Q-R 1370 -2422
values approved 1/30/2013 by ALSC BC-From 4 plf at -2.04 to 4 plf at 0.00 I-J 965-1761 R-S 14 -10
BC-From 11 plf at 0.00 to 11 plf at 5.50
Nailnote BC-From 5 plf at 5.50 to 5 pit at 11.98 Maximum Bot Chord Forces Per Ply(Ibs)
BC-From 5 plf at 11.98 to 5 plf at 20.94
Nail Chordule:0.13 @12.min.nails BC-From 5 plf at 20.94 to 5 plf at 27.42 Chords Tens.Comp. Chords Tens. Comp.
Top Chord:1 Row @12.00" .c. BC-From 10 plf at 27.42 to 10 plf at 29.53
Bot Chord:1 Row @4"o.c.o.c. BC-From 11 plf at 29.53 to 11 plf at 32.92 B-AK 2237-1255 AB-Z 1639 905
Webs :il Row a 4"o.c. BC-From 4 plf at 32.92 to 4 plf at 34.96 C-AK 512 -287 AA-Y 36 -50
Repeat nailing n each layer is applied.Use equal TC- 156 Ib Conc.Load at 5.01,27.91 AK-AJ 2599-1465 Z-W 1745 -961
spacing between rows and stagger nails in each row TC- 102 Ib Conc.Load at 7.06,9.06,23.85,25.85 AJ-Al 2723-1530 Y-X 502 -294
to avoid splitting. TC- 116 Ib Conc.Load at 11.06,21.85 AI-AH 2956-1674 X-W 1318 -770
Plating Notes TC- 123 lb Conc.Load at 13.06,15.06,16.46,17.85 AH-AG 1325 -774 W-V 2954 -1672
19.85 AH-AE 1740 -958 V-U 2723 -1530
(")2 plate(s)require special positioning.Refer to BC- 152 Ib Conc.Load at 5.01,27.91 AG-AF 513 -300 U-T 2599 -1465
scaled plate plot details for special positioning BC- 64 Ib Conc.Load at 7.06,9.06,23.85,25.85 AF-AD 28 -35 T-Q 512 -287
requirements. BC- 69 Ib Conc.Load at 11.06,21.85 AE-AC 1634 -902 T-R 2237 -1255
BC- 71 Ib Conc.Load at 13.06,15.06,16.46,17.85 AC-AB 1759 -965
Plate Shift Table 19.85
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite Maximum Web Forces Per Ply(Ibs)
[14] W3X8 S 1.25 [44] W3X8 S 1.25 Webs Tens.Comp. Webs Tens. Comp.
Wind D-AJ 682 -361 K-AB 41 -48
Wind loads and reactions based on MWFRS. D-Al 768 -433 K-AA 106 -190E-Al 114 -45 AB-AA 140 -69
Additional Notes Al-F 522 -282 AA-L 274 -440
The overall height of this truss excluding overhang is F-AG 170 -285 AA-Z 328 -550
2-10-7. AG-G 776 -451 L-Y 565 -338
G-AF 249 -421 Y-M 249 -421
AF-H 559 -335 M-X 780 -453
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
OceanBlvd Ply:4 SEQN:9495/T38/COMN
Ocean Boulevard Qty: 1 FROM: DRW:
T02 Wgt:879.2 lbs Page 2 of 2 / ... 08/23/13
Purlins H-AD 268 -429 X-N 170 -286
In lieu of structural panels or rigid ceiling use purlins AE-AD 328 -549 N-V 525 -284
to laterally brace chords as follows: AD-1 104 -187 V-0 114 -45
Chord Spacing(in oc) Start(ft) End(ft) AD-AC 153 -76 V-P 768 -433
TC 24 -2.04 34.96 1-AC 43 -50 U-P 682 -361
BC 63 0.15 5.04 AC-K 3 0
BC 63 3.62 5.15
BC 63- 5.04 5.04 —
BC 100 5.15 9.21
BC 100 7.23 11.98
BC 100 9.21 11.98
BC 107 11.98 20.94
BC 100 20.94 23.71
BC 100 20.94 25.68
BC 100 23.71 29.30
BC 63 27.88 32.77
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 �APEX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
OceanBlvd Ply:1 SEAN:9266/T5/COMN
Ocean Boulevard Qty: 1 FROM: DRW:
T03 Wgt:163.8lbs, / ... 08/26/13
7' 12'1"8 16'5"8 20'9"8 25'11" 32'11"
5,1„8 7,
.
C 1117aC4 -WX4 lll9M
TrOM
II - 6G
6 �
Tb
10(1)--4X8(A1 MM510(1 -45M
H--4X8(A1) v
A 8 61 1 _ B5 I I _+22'11,
1 d 4 L K
12
2'0"8 6'1"10 5'10"2 8'11"8 5'10"2 6'1"10 2'0"8
6'1"10 11'11"12 20'11"4 26'9"6 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 L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.462 E 847 391 B 1210 /732 1613 /- /173 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.901 E 434 391 H 1210 /732 /613 /- /- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.339 J - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:D HORZ(TL): 0.662 J B Min Brg Width Req= 3.5
NCBCLL: 10.00 Mean Height:24.52 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 3.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.498 Bearings B&H Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.997
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.985 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 55 0 E-F 1481 -2297
Wind Duration:1.60 WAVE,HS VIEW Ver:13.01.04.0627.14 B-C 2617-4709 F-G 1472 -2285
Lumber C-D 1472-2285 G-H 2636 -4708
Top chord 2x4 SP M-31 D-E 1481 -2297 H-1 55 0
Bot chord 2x4 SP M-30:81,B5 2x4 SP M-31:
Webs 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(lbs)
Lumber grades designated with"1313"use design Chords Tens.Comp. Chords Tens. Comp.
values approved 1/30/2013 by ALSC B-M 4325-2274 K-J 3052 -1642
Plating Notes M-L 3052-1628 J-H 4325 -2294
L-K 2420-1356
(1)-plates so marked were sized using a Fabrication
Tolerance of 0%and a Rotational Tolerance of 0
degrees. Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp. Webs Tens. Comp.
Purlins M-C 2585-1312 E-K 155 -304
In lieu of structural panels or rigid ceiling use purlins C-L 387 -754 F-K 260 -316
to laterally brace chords as follows: L-D 260 -316 K-G 427 -754
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -2.04 34.96 L-E 154 -304 G-J 2585 -1324
BC 62 0.15 6.14
BC 69 6.14 11.98
BC 77 11.98 20.94
BC 69 20.94 26.78
BC 62 26.78 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
The overall height of this truss excluding overhang is
3-10-7.
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
OceanBlvd Ply:1 SEAN:9263/T7/COMN
Ocean Boulevard Qty: 1 FROM: DRW:
T04 Wgt:163.8lbs / ... 08/26/13
6'1"10 9' 16'5"8 23'11" 26'9'5 32'11'
6'1"10 2'10'5 7'S"8 7'S"8 2'10'5 6'1"10
D=6X
TC G
12 T
1112X4
6 2 1112X4
4X8 O'."I•6�H0514(I) sH0514(I) H--4X8(Al)
A6At MM
I
:•�
( Bt 1 5 BS_ 1 1II 22'11..
Q 4 L K
12
2'0"8 6'1"10 S'10'2 8'11"8 5'10'2 2'
'1"10 2'0"8
6'1"10 11'11"12 20'11"4 26'9"6 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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.502 E 780 391 B 1210 /500 /623 /- /204 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.979 E 399 391 H 1210 /500 /623 /- /- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.378 J - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:D HORZ(TL): 0.739 J B Min Brg Width Req= 3.5
NCBCLL:10.00 Mean Height:25.02 It Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 3.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.765 Bearings B&H Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.998
Spacing:24.0" MWFRS Parallel Dist:h/2 to In Rep Factors Used:Yes Max Web CSI: 0.651 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 55 0 E-F 1156 -1729
Wind Duration:1.60 WAVE,HS VIEW Ver:13.01.04.0627.14 B-C 2552-4655 F-G 2682 -4525
Lumber C-D 2613-4525 G-H 2622 -4655
D-E 1156-1729 H-1 55 0
Top chord 2x4 SP M-30:T2 2x4 SP#2-13B:
Bot chord 2x4 SP#2-138:61,B5 2x4 SP M-30:
Webs 2x4 SP#3-13B:W2,W7 2x4 SP#2-13B: Maximum Bot Chord Forces Per Ply(Ibs)
Lumber grades designated with"1313"use design Chords Tens.Comp. Chords Tens. Comp.
values approved 1/30/2013 by ALSC B-M 4270-2179 K-J 2035 -1033
M-L 2036 -976 J-H 4270 -2289
Plating Notes
L-K 1943-1021
(1)-plates so marked were sized using a Fabrication
Tolerance of 0%and a Rotational Tolerance of 0
degrees. Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Purlins C-M 125 -80 E-K 277 -334
In lieu of structural panels or rigid ceiling use purlins M-D 2885-1545 K-F 225 -438
to laterally brace chords as follows: D-L 204 -438 F-J 2884 -1614
Chord Spacing(in oc) Start(ft) End(ft) L-E 277 -334 J-G 140 -83
TC 24 -2.04 34.96
BC 72 0.15 6.14
BC 74 6.14 11.98
BC 81 11.98 20.94
BC 74 20.94 26.78
BC 72 26.78 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
The overall height of this truss excluding overhang is
4-10-7.
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
OceanBlvd Ply:1 SEAN:9260/T8/COMN
Ocean Boulevard Qty: 1 FROM: DRW:
T05 Wgt:167.9lbs / ... 08/26/13
6'1"10 11' 16'5"8 26'9"6 32'11"
6'1"10 T 410"6 5'S"8 5'S"8 4'10"6
;6i 10 -3X4 T2 --6010 .
12 T
r- 6 p 1112X4 (a) (a) G 1112X4
�I(l ry� ,7 O
4X8(A1 H0514(I) =H0514(I) H�4X8(A1)
1 a-� A B7 1 _ 5 B5 1 2211.,
Q 4 L K
12
2'0"86'1"10 52 8'11"8 5'10"2 61"10 2'0"8
6'1"10 11'11"12 20'11"4 26'9"6 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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.495 E 790 391 B 1210 1496 /628 /- /234 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.967 E 404 391 H 1210 /496 /628 /- /- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.389 J - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:D HORZ(TL): 0.760 J B Min Brg Width Req= 3.5
NCBCLL: 10.00 Mean Height:25.52 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 3.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.632 Bearings B&H Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.950
Spacing:24.0" MWFRS Parallel Dist:h/2 to In Rep Factors Used:Yes Max Web CSI: 0.951 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 55 0 E-F 1027 -1453
Wind Duration:1.60 WAVE,HS VIEW Ver:13.01.04.0627.14 B-C 2507-4659 F-G 2681 -4581
Lumber Additional Notes C-D 2613-4582 G-H 2577 -4659
Top chord 2x4 SP M-31:T2 2x4 SP#3-13B: The overall height of this truss excluding overhang is D-E 1027-1453 H-1 55 0
Bot chord 2x4 SP M-30:B1,B5 2x4 SP M-31: 5-10-7.
Webs 2x4 SP#3-13B:W2,W7 2x4 SP#2-13B: Maximum Bot Chord Forces Per Ply(Ibs)
Lumber grades designated with"138"use design Chords Tens.Comp. Chords Tens. Comp.
values approved 1/30/2013 by ALSC B-M 4276-2141 K-J 1569 -742
Bracing M-L 1569 -698 J-H 4275 -2251
(a)Continuous lateral bracing equally spaced on L-K 1567 -760
member.
Maximum Web Forces Per Ply(Ibs)
Plating Notes Webs Tens.Comp. Webs Tens. Comp.
(1)-plates so marked were sized using a Fabrication C-M 215 -155 E-K 184 -266
Tolerance of 0%and a Rotational Tolerance of 0 M-D 3204-1704 K-F 160 -303
degrees. D-L 163 -303 F-J 3203 -1778
Purlins L-E 183 -266 J-G 211 -155
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 34.96
BC 76 0.15 6.14
BC 74 6.14 11.98
BC 107 11.98 20.94
BC 74 20.94 26.78
BC 76 26.78 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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
OceanBlvd Ply:1 SEAN:9257/T9/COMN
Ocean Boulevard Qty: 1 FROM: DRW:
T06 Wgt:173.4 lbs / ... 08/26/13
4 '1 "1 13' 19'11" 26'0"15 2 T'l2 32'11"
4 3 6'1"15 5x 611" --Y5
6'1"15 "3 6'3"4
E 5 T3
T2
T4
12 3X8
6
D G
r AX8[9]C H�4X8[291 1n
0 0
lo (a) (a) KK
g_U8(Ai 6-D0612(I) =H0612(I) I rA4X8(A1)
-� A =H 1 - c 514 J
Q q N B3 M L
12
2'0"8 6'1"10 5'10'7 4'512 4'5"12 5'10'7 6'1"10 2'0"8
6'1"10 11'11"12 16'5"8 20'11"4 26'9"6 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 L/defl L/# Loc R /U /Rw /Rh I RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.501 O 781 391 B 1210 /492 /628 /- /265 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.977 O 400 391 1 1210 /492 /628 /- /- /3.5
BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.424 K - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:D HORZ(TL): 0.828 K B Min Brg Width Req= 3.5
NCBCLL:10.00 Mean Height:26.02 ft Code/Misc Criteria Creep Factor:1.5 1 Min Brg Width Req= 3.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.855 Bearings B&I Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.991
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.834 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 55 0 F-G 995 -1546
Wind Duration:1.60 WAVE,HS VIEW Ver:13.01.04.0627.14 B-C 2493-4732 G-H 970 -1561
Lumber Wind C-D 970-1561 H-1 2563 -4732
D-E 995-1546 I-J 55 0
Top chord 2x4 SP M-31 32,T4 2x4 SP M-30: Wind loads based on MWFRS with additional C&C E-F 946-1297
33 2x4 SP#3-13B: member design.
Bot chord 2x4 SP M-31:133 2x4 SP#3-13B:
Webs 2x4 SP#3-136:W1,W8 2x4 SP#2-13B: Additional Notes Maximum Bot Chord Forces Per Ply(Ibs)
Lumber grades designated with"1313"use design The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp.
values approved 1/30/2013 by ALSC 6-10-7 B-0 4352-2132 M-L 1297 -574
O-N 4184-2056 L-K 4184 -2162
Bracing N-M 1297 -543 K-1 4352 -2242
(a)Continuous lateral bracing equally spaced on
member.
Maximum Web Forces Per Ply(Ibs)
Plating Notes Webs Tens.Comp. Webs Tens. Comp.
(1)-plates so marked were sized using a Fabrication O-C 2625-1216 M-F 169 -155
Tolerance of 0%and a Rotational Tolerance of 0 C-N 1600-3011 F-L 294 -125
degrees. N-E 294 -126 L-H 1666 -3011
E-M 169 -155 H-K 2624 -1282
Plate Shift Table
JT Plate Latera[ Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
[9] W4X8 4.50 L 1.25 [29] W4X8 4.50 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 34.96
BC 76 0.15 6.14
BC 74 6.14 11.98
BC 107 11.98 20.94
BC 74 20.94 26.78
BC 76 26.78 32.77
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
OceanBlvd Ply:1 SEQN:9188/T10/COMN '
Ocean Boulevard Qty: 1 FROM: DRW:
T07 Wgt:176.4 lbs / ... 08/23/13
6'10"6 15' 17'11" 26'0"10 32'11"
6'10"6 8'1"10 2'11" 8'1"10 6'10'6
=5X7
D—5X5 E
12
^ 6 >8111t2X4
5X7
b -5X7 F
r�
^ o
(a) m
_ =4X4(A2 G_4X4(A2)
a_7 A
1112X4 -3X8 =-3 H
N M L K J I
2'0"8 6'10"13 5'1"3 3'1"12 2'9"4 3' 5'1"3 6'10"13
6'10"13 12' ISS'-'2 17'11" 20'11" 26'0"3 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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.120 K 999 391 B 1203 1490 /619 /- /295 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.232 K 999 391 G 1203 /490 /619 /- /- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.055 1 - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:D HORZ(TL): 0.106 1 B Min Brg Width Req= 3.5
NCBCLL:10.00 Mean Height:26.52 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 3.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.755 Bearings B&G Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.992
Spacing:24.0" MWFRS Parallel Dist:h/2 to In Rep Factors Used:Yes Max Web CSI:0.249 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 55 0 E-F 898 -1399
Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 B-C 1095-1940 F-G 1095 -1941
Lumber C-D 895-1394 G-H 55 0
Top chord 2x4 SP#2-13B D-E 902-1160
Bot chord 2x4 SP#2-13B
Webs 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(Ibs)
Lumber grades designated with"l 3B"use design Chords Tens.Comp. Chords Tens. Comp.
values approved 1/30/2013 by ALSC B-N 1666 -791 K-J 1665 -835
Bracing N-M 1664 -792 J-1 1665 -835
(a)Continuous lateral bracing equally spaced on M-L 1664 -792 1-G 1666 -834
member. L-K 1158 -452
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-C 229 0 E-K 316 138
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -2.04 34.96 C-L 420 -567 K-F 419 -564
BC 92 0.15 32.77 D-L 338 -172 F-I 227 0
Apply purlins to any chords above or below fillers L-E 215 -208
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
7-10-7.
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 eA
E X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
OceanBlvd Ply:1 SEQN:9176/T11/COMN
Ocean Boulevard Qty: 2 FROM: DRW:
T08 Wgt:169.4lbs .. / ... 08/26/13
6'10'5 11'1"11 16'5"8 21'9"5 26'0"10 32'11"
6'10"6 4'3"5 5'3"13 5'3"13 4'3"5 6'10'5
E=_5X5
12 13X4 D F k3X4
M
6 p
m 0i 5X5 C C'25X5
io
m
4X5(A2 H=4X5(A2)
a7 A3X
N M L K J
2'0"88'512 3'6"4 4'5"8 4'S"8 3'6"4 8'5"12 2'0"8
8'S"12 12' 16'5"8 20'11" 24'5-4 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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.142 L 999 391 B 1296 1486 /612 /- /317 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.261 L 999 391 H 1297 /486 /612 /- /- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.057 J - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:D HORZ(TL): 0.105 J B Min Brg Width Req= 3.5
NCBCLL:10.00 Mean Height:26.89 ft Code I Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 3.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.588 Bearings B&H Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.997
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.606 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 55 0 E-F 842 -1406
Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 B-C 1022-2115 F-G 1044 -1962
Lumber C-D 1045-1961 G-H 1021 -2116
D-E 842-1406 H-1 55 0
Top chord 2x4 SP#2-138
Bot chord 2x4 SP#2-13B
Webs 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(Ibs)
Lumber grades designated with"l 3B"use design Chords Tens.Comp. Chords Tens. Comp.
values approved 1/30/2013 by ALSC B-N 1812 -715 L-K 1545 -582
Purlins N-M 1544 -551 K-J 1545 -582
M-L 1544 -551
J-H 1812 -758
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft) Maximum Web Forces Per Ply(Ibs)
TC 24 -2.04 34.96 Webs Tens.Comp. Webs Tens. Comp.
BC 91 0.15 32.77 C-N 237 -248 L-F 370 -514
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above. N-D 394 -177 F-J 395 -177
D-L 370 -513 J-G 237 -248
Loading E-L 888 -460
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
8-7-3.
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 eAPE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
OceanBlvd Ply:1 SEAN:9161/T13/COMN
Ocean Boulevard Qty:4 FROM: DRW:
T10 Wgt:165.2lbs, / ... 08/26/13
26'0"3'I
6'10"6 11'1"11 16'5"8 219"5 24'0"7 1'11"111 32'11"
6'106 4'3"5 5'3"13 5'3'13 2'3"2 f 6'10"13
E=5X5
g 3X4 0 F'A 3X4
12
6 G'�3X8
m 85X5 C HM
2X4
=_4X5(A2
4X5(A2 I
47 A — — —3X8
22'11"
N M L K J
2'0"8 8'5"12 364 4'5"8 4'S"8 3'6'A 8'S"12
8'5"12 12' 1658 20'11" 24'5-4 32'11"
Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.141 L 999 391 B 1302 /372 /611 !- /290 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.259 L 999 391 1 1169 /333 /494 /- /- /-
BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.058 J - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:D HORZ(TL): 0.106 J B Min Brg Width Req= 3.5
NCBCLL: 10.00 Mean Height:26.89 ft Code/Misc Criteria Creep Factor:1.5 1 Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.591 Bearing B Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.985
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.630 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 55 0 E-F 867 -1416
Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 B-C 1048-2126 F-G 1144 -1958
Lumber Wind C-D 1071 -1972 G-H 1135 -2008
Top chord 2x4 SP#2-136 Wind loads based on MWFRS with additional C&C D-E 850-1417 H-1 1120 -2162
Bot chord 2x4 SP#2-13B member design.
Webs 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(Ibs)
Lumber grades designated with"1313"use design Additional Notes Chords Tens.Comp. Chords Tens. Comp.
values approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is B-N 1822 -832 L-K 1565 -650
Purlins 8-7-3. N-M 1554 -656 K-J 1565 -650
In lieu of structural panels or rigid ceiling use purlins M-L 1554 -656 J-1 1861 -877
to laterally brace chords as follows: Maximum Web Forces Per PI
Chord Spacing(in oc) Start(ft) End(ft) y(Ibs)
)
TC 24 -2.04 32.92 Webs Tens.Comp. Webs Tens. Comp.
BC 97 0.15 32.79 C-N 236 -248 L-F 381 529
Apply purlins to any chords above or below fillers N-D 394 -177 F-J 434 -246
at 24"OC unless shown otherwise above.
D-L 369 -513 J-H 289 -274
Hangers/Ties E-L 895 -479
Recommended hanger connections are based on
manufacturer tested capacities and calculations.
Conditions may exist that require different connections
than indicated.Refer to manufacturer publication for
additional information.
Bearing at location x=32'8" uses the following
support conditions:
Simpson HTU26 w/(1)2x6 SP SS Dense-13B supporting member.
(20)0.148"x3"nails into supporting
member,
(11)0.148"x1.5"nails into supported
member.
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 A P E X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray EFR'�`
PE No.60839 PE No.58544 PE No.71457
OceanBlvd Ply:1 SEQN:9181/T80/COMN
Ocean Boulevard Qty: 1 FROM: DRW:
T10A Wgt:165.2lb, / ... 08/26/13
26'0"3
1111,111
i 6'10"6 11'1"11 16'5"8 _�_ 21'9"5 i 24'0'7 32'11"
r 6.10'.6 5'3,.135'3"13 T 2'3"2 6'10"13
E=5X5
13X4 N F 3X4
12
6 F,-,- C'�A3X8
M
m 15X5 C HN2X4
a
=-4X4(A2
=4X4(A2
=722'11"
N M L K J
2'0"8 8'5"12 3'64 4'S"8 4'5"8 3'6"4 8'5"12
8'S"12 12' 16'5"8 20'11" 24'5"4 32'11"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 2000. 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): 0.118 L 999 391 B 1208 /806 /613 /- /291 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.230 L 999 391 1 1075 /717 /644 I- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.064 J - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:D HORZ(TL): 0.095 J B Min Brg Width Req= 3.5
NCBCLL:10.00 Mean Height:26.89 ft Code I Misc Criteria Creep Factor:1.5 1 Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.669 Bearing B Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.997
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.630 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 55 0 E-F 867 -1259
Wind Duration:1.60 WAVE VIEW V.,:13.01.04,0627.14B-C 1421 -1916 F-G 1144 -1746
Lumber Loading C-D 1071 -1762 G-H 1135 -1797
D-E 850-1260 H-1 1450 -1950
Top chord 2x4 SP#2-13B Truss transfers a maximum horizontal load of
Bot chord 2x4 SP#2-13B 2010#( 61.24 pif)along top chord,from either
Webs 2x4 SP#3-13B direction,to supports where indicated.Diaphragm and Maximum Bot Chord Forces Per Ply(Ibs)
Lumber grades designated with"1313"use design connections are to be designed by Engineer of Record. Chords Tens.Comp. Chords Tens. Comp.
values approved 1/30/2013 by ALSC Drag Loads:Force(#) (PLF) Mbr Start End
Case 1: 2010 61.24 TC 0.00 32.92 B N 1675-1457 L-K 1398 -1236
Purlins 2010 268.00 BC 0.50 8.00 N-M 1533-1319 K-J 1398 -1236
Case 2: 2010 61.24 TC 0.00 32.92 M-L 1533-1319 J-1 1674 -1286
In lieu of structural panels or rigid ceiling use purlins 2010 268.00 BC 0.50 8.00
to laterally brace chords as follows: Case 3: 2010 61.24 TC 0.00 32.92 Maximum Web Forces Per Ply(Ibs)
Chord Spacing(in oc) Start(ft) End(ft) 2010 268.00 BC 0.50 8.00
TC 24 -2.04 32.92 Case 4: 2010 61.24 TC 0.00 32.92 Webs Tens.Comp. Webs Tens. Comp.
BC 52 0.15 32.79 2010 268.00 BC 0.50 8.00 C-N 236 -255 L-F 381 -490
Apply purlins to any chords above or below fillers Drag Load for wind only. N-D 350 -177 F-J 379 -246
at 24"OC unless shown otherwise above.
D-L 369 -475 J-H 289 -281
Hangers/Ties Additional Notes E-L 755 -479
Recommended hanger connections are based on Negative reaction(s)of-806#MAX.(See below)
manufacturer tested capacities and calculations. Requires uplift connection.
Conditions may exist that require different connections The overall height of this truss excluding overhang is
than indicated.Refer to manufacturer publication for 8-7-3.
additional information.
Bearing at location x=32'8" uses the following
support conditions:
Simpson HTU26 w/(1)2x6 SP SS Dense-13B supporting member.
(20)0.148"x3"nails into supporting
member,
(11)0.148"x1.5"nails into supported
member.
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 rAP X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
OceanBlvd Ply:1 SEAN:9205/T21/COMN
Ocean Boulevard Qty: 1 FROM: DRW:
T11 Wgt:183.8 lbs Page 1 of 2 / ... 08/26/13
6'10"6 i 12'38 16'5"8 20'5"8 22'S"tg 25'10"13 32'11"
6.10"6 - 5'S"2 4'2" T 4' 2 _ 3,5.'4
E=5X5
T2 - -
a3X4 F 3X8
12 G$5X7[21]
6 =H0514(
M
m 05X50 (a) W H x408[27]
io
T1 K
W7
=4X5 A2 s4X10[17] cin =4X4(A2
Amji 7 d 4 Id 4 -4411'.
O N 12 L J B3
2'0"8 6'10"13 5'4"11 44"23'S"11 6'11"13
6'10"13 12'3"8 16'7"10 22'5"8 25'11'13 32'11"
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 Udef] U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(I-Q: 0.616 K 636 391 B 1211 /1448 /1258/- /292 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.939 K 417 391 1 1078 /793 /724 /- /- /-
BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.395 J - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:D HORZ(TL): 0.576 J B Min Brg Width Req= 3.5
NCBCLL: 10.00 Mean Height:26.89 ft Code/Misc Criteria Creep Factor:1.5 1 Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.751 Bearing B Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.976
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.975 Maximum Top Chord Forces Per Ply(lbs)
C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 55 0 E-F 975 -1466
Wind Duration:1.60 WAVE,HS VIEW Ver:13.01.04.0627.14 B-C 2740-2724 F-G 1124 -1517
Lumber Purlins C-D 1816-1759 G-H 4596 -5276
Top chord 2x4 SP M-30:T1 2x4 SP M-31: In lieu of structural panels or rigid ceiling use purlins D-E 948-1492 H-1 1599 -1962
T2 2x4 SP#3-13B: to laterally brace chords as follows:
Bot chord 2x4 SP M-30:132 2x4 SP M-31: Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per Ply(lbs)
:B3 2x4 SP#3-13B: TC 24 -2.04 32.92 Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3-13B:W6,W9 2x4 SP#2-13B: BC 53 0.15 12.29
W7 2x4 SP M-30: BC 40 12.29 22.55 B-0 2254-2385 M-K 5008 -4791
Lumber grades designated with"1313"use design BC 51 22.60 32.79 O-N 1882-1652 L-J 42 -39
values approved 1/30/2013 by ALSC Apply purlins to any chords above or below fillers N-M 1751 -1513 J-1 1683 -1422
at 24"OC unless shown otherwise above.
Bracing Maximum Web Forces Per PI Ibs
Hangers/Ties Y( 1
(a)Continuous lateral bracing equally spaced on Webs Tens.Comp. Webs Tens. Comp.
member. Recommended hanger connections are based on
manufacturer tested capacities and calculations. O-C 186 -7 G-K 3640 -3249
Plating Notes Conditions may exist that require different connections C-N 276 -394 K-L 30 -11
than indicated.Refer to manufacturer publication for D-N 376 -395 K-J 2373 -1998
(1)-plates so marked were sized using a Fabrication additional information. D-M 425 -298 K-H 3310 -3091
Tolerance of 0%and a Rotational Tolerance of 0
degrees. Bearing at location x=32'8" uses the following E-M 964 -569 J-H 1527 -1687
support conditions: M-G 3437-3997
Plate Shift Table Simpson HTU26 w/(1)2x6 SP SS Dense-13B supporting member.
(20)0.148"x3"nails into supporting
JT Plate Lateral Chord JT Plate Lateral Chord member,
No Size Shift Bite No Size Shift Bite (14)0.148"x1.5"nails into supported
[17] W4X10 5.66 R 1.25 [21] W5X7 4.25 R 1.25 member.
[26] W5X5 S 1.25 [27] W4X8 S 1.25
Wind
Additional Notes
Negative reaction(s)of-1448#MAX.(See below)
Wind loads based on MWFRS with additional C&C Requires uplift connection.
member design.
The overall height of this truss excluding overhang is
8-7-3.
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 eAE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
OceanBlvd Ply:1 SEQN:9205/T21/COMN
Ocean Boulevard Qty: 1 FROM: DRW:
T11 Wgt:183.8 lbs Page 2 of 2 / ... 08/26/13
Loading
Truss transfers a maximum horizontal load of
3430#( 70.09 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: 476 70.09 TC 0.00 6.79
476 70.09 TC 0.00 6.79
664 70.09 TC 6.98 16.46
1814 70.09 TC 6.98 32.92
3430 298.26 BC 0.50 12.00
Case 2: 476 70.09 TC 0.00 6.79
476 70.09 TC 0.00 6.79
664 70.09 TC 6.98 16.46
1814 70.09 TC 6.98 32.92
3430 298.26 BC 0.50 12.00
Case 3: 476 70.09 TC 0.00 6.79
476 70.09 TC 0.00 6.79
664 70.09 TC 6.98 16.46
1814 70.09 TC 6.98 32.92
3430 298.26 BC 0.50 12.00
Case 4: 476 70.09 TC 0.00 6.79
476 70.09 TC 0.00 6.79
664 70.09 TC 6.98 16.46
1814 70.09 TC 6.98 32.92
3430 298.26 BC 0.50 12.00
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
OceanBlvd Ply:1 SEQN:9171/T20/COMN
Ocean Boulevard Qty: 5 FROM: DRW:
T12 Wgt:185.0lbs / ... 08/26/13
6'106 12'3"8 16'5"8 19'3"14 22'4"1 26'0"10 32'11"
6'10"" 5'S"2 4'2" 210"6 3'0"4 3'8"9 6'10"6
E=5X5
F 4X4[18]
83X4 D T3
12 GO5[20]
cn
6
m o5X5C W9 $5X7
io
m
L=8X12
M Z 192X4 T4
4- =4X4(A2 N B2[17]%4X5[19] B3 1�4X8(A1)
A 11 2X47 4 J 22'11"
P O 12
2'0"8 6'10"13 5'4"11 4'2"10 3'1"6 2'10" 3'6"11 6'10"13 2'0"8
6'1013 12'3"8 16'6"2 19'7"8 22'-& 26'0"3 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 Udeft U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.493 L 794 391 B 1207 1484 /615 /- /317 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.962 L 407 391 1 1211 /484 /616 /- /- /3.5
BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.298 K - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:D HORZ(TL): 0.582 K B Min Brg Width Req= 3.5
NCBCLL: 10.00 Mean Height:26.89 ft Code/Misc Criteria Creep Factor:1.5 1 Min Brg Width Req= 3.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.915 Bearings B&I Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.977
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.933 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 55 0 F-G 1209 -2231
Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 B-C 1013-1918 G-H 2115 -4419
Lumber C-D 928-1546 H-1 2290 -4725
Top chord 2x4 SP#3-13B:T3 2x4 SP M-30: D-E 920-1471 I-J 55 0
:T4 2x4 SP M-31: E-F 921 -1453
Bot chord 2x4 SP#3-13B:B2 2x4 SP M-30:
B3 2x4 SP M-31: Maximum Bot Chord Forces Per Ply(Ibs)
Webs 2x4 SP#3-13B:W9 2x4 SP#2-13B: Chords Tens.Comp. Chords Tens. Comp.
Lumber grades designated with"13B"use design B-P 1638 -708 M-L 4013 -1655
values approved 1/30/2013 by ALSC
P-0 1637 -709 L-K 4379 -1994
Plate Shift Table O-N 1398 -530 K-1 4344 -1977
JT Plate Lateral Chord JT Plate Lateral Chord N-M 1987 -738
No Size Shift Bite No Size Shift Bite
[17] W3X8 2.91 R 1.25 [18] W4X4 2.50 R 1.25 Maximum Web Forces Per Ply(Ibs)
[19] W4X5 2.00 L 1.25 [20] W5X5 3.50 R 1.25 Webs Tens.Comp. Webs Tens. Comp.
Purlins P-C 182 0 F-M 1338 -575
In lieu of structural panels or rigid ceiling use purlins C-0 276 -392 M-G 1213 -2673
to laterally brace chords as follows: D-0 52 -176 G-L 2724 -1164
Chord Spacing(in oc) Start(ft) End(ft) D-N 228 -185 L-H 280 -314
TC 24 -2.04 34.96 E-N 1065 -644 H-K 104 -68
BC 87 0.15 12.29 N-F 676 -1299
BC 82 12.29 22.46
BC 77 22.46 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
The overall height of this truss excluding overhang is
8-7-3.
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 eAE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
r OceanBlvd Ply:1 SEQN:9191/T72/COMN
Ocean Boulevard Qty: 1 FROM: DRW:
T12A Wgt:185.0lbs / ... 08/26/13
6'10"6 12'3"8 16'5"8 19'3"14 22'33 26'0"10 32'11"
6'10"6 5'S"2 4'2" 2'10"6 2'11"5 3'9'7 6'10"6
E
T2
4X4[1 81
3X4
12 O 5X7[20]
6
Co 05XSC ( ) 5X7
io
L b
-H1010(I)
M 012X4 K B3 T4
4X4(A2N 132"Ll t]v4X8[19]� 11-4X8(Ai)
T7 A22'17"
_- 7 d
P O 12
2'0"8 6'10"13 5'4"11 4'1"12 3'2"1 2'10"3 3'6"11 6'10"13 2'0"8
6'10"13 12'3"8 16'5"4 19', 22'5"8 26'0"3 3211"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.689 L 568 391 B 1207 /1168 /976 /- /320 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.957 L 409 391 1 1211 /562 /700 /- /- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.443 K - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:D HORZ(TL): 0.582 K B Min Brg Width Req= 3.5
NCBCLL:10.00 Mean Height:26.89 ft Code/Misc Criteria Creep Factor:1.5 1 Min Brg Width Req= 3.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.632 Bearings B&I Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.992
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.984 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 55 0 F-G 1271 -2231
Wind Duration:1.60 WAVE,HS VIEW Ver:13.01.04.0627.14 B-C 2156-2136 G-H 3578 -4419
Lumber Loading C-D 1468-1546 H-1 3163 -4725
D-E 1261 -1471 I-J 55 0
Top chord 2x4 SP M-30:T2 2x4 SP#3-13B: Truss transfers a maximum horizontal load of E-F 921 -1453
34 2x4 SP M-31: 3430#( 105.45 plf)along top chord,from either
Bot chord 2x4 SP#3-13B:B2 2x4 SP M-30: direction,to supports where indicated.Diaphragm and
B3 2x4 SP M-31: connections are to be designed by Engineer of Record. Maximum Bot Chord Forces Per Ply(Ibs)
Webs 2x4 SP#3-138:W9 2x4 SP#2-13B: Drag Loads:Force(#) (PLF) Mbr Start End Chords Tens.Comp. Chords Tens. Comp.
Lumber grades designated with"1313"use design Case 1: 716 105.45 TC 0.00 6.79
values approved 1/30/2013 by ALSC 1998 105.45 TC 6.98 25.93 B-P 1743-1821 M-L 5648 -5482
716 105.45 TC 26.13 32.92 P-0 1743-1823 L-K 5898 -5720
Bracing 3430 364.69 BC 22.50 31.91 O-N 1920-1910 K-1 4544 -4363
Case 2: 716 105.45 TC 0.00 6.79 N-M 3055-2982
(a)Continuous lateral bracing equally spaced on 1998 105.45 TC 6.98 25.93
member. 716 105.45 TC 26.13 32.92
3430 364.69 BC 22.50 31.91 Maximum Web Forces Per Ply(Ibs)
Plating Notes Case 3: 716 105.45 TC 0.00 6.79 Webs Tens.Comp. Webs Tens. Comp.
(1)-plates so marked were sized using a Fabrication 1998 105.45 TC 6.98 25.93 p-C 183 0 F-M 1706 -1614
Tolerance of 0%and a Rotational Tolerance of 0 716 105.45 TC 26.13 32.92
3430 364.69 BC 22.50 31.91 C-0 274 -391 M-G 3308 -3425
degrees. D-0 610 -620 G-L 3669 -3524
Case 4: 716 105.45 TC 0.00 6.79
Plate Shift Table 1998 105.45 TC 6.98 25.93 D-N 696 -633 L-H 280 -314
JT Plate Lateral Chord JT Plate Lateral Chord 716 105.45 TC 26.13 32.92 E-N 1066 -645 H-K 104 -68
No Size Shift Bite No Size Shift Bite 3430 364.69 BC 22.50 31.91 N-F 1506-1574
[17] W4X8 S 1.25 [18] W4X4 2.50 R 1.2dDrag Load for wind only.
[19] W4X8 S 1.25 [20] W5X7 S 1.25
Wind
Purlins Wind loads based on MWFRS with additional C&C
In lieu of structural panels or rigid ceiling use purlins member design.
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft) Additional Notes
TC 24 -2.04 34.96 Negative reaclion(s)of-1168#MAX.(See below)
BC 43 0.15 12.29 Requires uplift connection.
BC 34 12.29 2246
BC 36 22.46 32.77 The overall height of this truss excluding overhang is
Apply purlins to any chords above or below fillers 8-7-3.
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 eAPVEX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
OceanBlvd Ply:1 SEAN:9252/T19/COMN
Ocean Boulevard Qty: 1 FROM: DRW:
T13 Wgt:181.2 lbs / ... 08/26/13
6'10"6 12'1"12 15' 17'11" 223"3 2'6.'0"10 32'11"
6'106 5'36 2'104 2'11" 3 9"7 6'10"6
E_ F
T3 5X 5
-
T2
012X4
O 85X7[21]
12
6
o �SXSC (a) WS 5X7 M
� o
L=8X12 �
-,5X7[17] e 102X4 T5
=4X4(A282 M B3 a4X8(At)
A 4 = 7 d 4 J22'11'•
O N 12
2'0"8 6'10"13 5'4"11 5'6"9 4'7"7 3'6"11 6'1013 2'0"8
6'10"13 12'3"8 17'10"1 22'5"832'11"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSP) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.506 L 774 391 B 1207 /776 /622 /- /295 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.986 L 397 391 1 1211 /776 /623 /- /- /3.5
BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.309 K - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:D HORZ(TL): 0.603 K B Min Brg Width Req= 3.5
NCBCLL:10.00 Mean Height:26.52 ft Code I Misc Criteria Creep Factor:1.5 1 Min Brg Width Req= 3.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.909 Bearings B&I Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.992
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.680 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 55 0 F-G 1165 -1742
Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 B-C 1216-1918 G-H 2548 -4424
Lumber Additional Notes C-D 1081 -1546 H-1 2777 -4724
Top chord 2x4 SP M-307 T3 2x4 SP#3-13B: The overall height of this truss excluding overhang is D-E 1199-15 I-J 55 0
T5 2x4 SP M-31: 7-10-7. E-F 1105-152211
Bot chord 2x4 SP#3-13B:132 2x4 SP M-30:
:B3 2x4 SP M-31: Maximum Bot Chord Forces Per Ply(Ibs)
Webs 2x4 SP#3-13B:W8 2x4 SP#2-13B: Chords Tens.Comp. Chords Tens. Comp.
Lumber grades designated with"l 3B"use design B-0 1637 -918 M-L 4022 -2019
values approved 1/30/2013 by ALSC O-N 1636 -919 L-K 4376 -2434
Bracing N-M 1369 -565 K-1 4342 -2416
(a)Continuous lateral bracing equally spaced on
member. Maximum Web Forces Per Ply(Ibs)
Plate Shift Table Webs Tens.Comp. Webs Tens. Comp.
O-C 180 0 M-F 521 -317
JT Plate Lateral Chord JT Plate Lateral Chord C-N 353 -392 M-G 1631 -2896
No Size Shift Bite No Size Shift Bite D-N 256 -234 G-L 2727 -1413
[17] W5X7 2.91 R 1.25 [21] W5X7 S 1.25 N-E 202 -257 L-H 327 -299
Purlins E-M 531 -231 H-K 103 -65
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 34.96
BC 69 0.15 12.29
BC 63 12.29 22.46
BC 59 22.46 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.
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
OceanBlvd Ply:1 SEQN.9247/T18/COMN
Ocean Boulevard Qty: 1 FROM: DRW:
T14 Wgt:164.0lbs / ... 08/26/13
6'10"6 13' 19'11" 26'0"10 32'11"
6'10'5 6'110 6'11" 6'1"10 6'10"6
:-T5 - T3 =6X10 - - -
T2
12 W6
I- 6 o5X5C Fa 5X7
0 0
1O J_6X6(1)
I II1 - 112X4 TS 1 03X4 K � I B3
I 4X8(A1)
4X4(A2 62 1 H 22'11"
it A _ 5 -1 4
M L 12
2'0"8 6'10"13 5'4"11 7'4" 2'10" 3'6"11 6'10"13 2'0"8
6'10"13 12'3"g 19'7"8 22'5"8 26'0"3 32'11"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.474 J 825 391 B 1207 /765 /628 /- /265 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.925 J 423 391 G 1211 /765 /629 /- /- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.285 1 - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:D HORZ(TL):0.557 1 B Min Brg Width Req= 3.5
Mean Height:26.02 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 3.5
NCBCLL:10.00 9
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.919 Bearings B&G Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.960 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.625 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): A-B 55 0 E-F 2458 -4357
Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 B-C 1204-1920 F-G 2774 -4754
C-D 1066-1545 G-H 55 0
Lumber D-E 1355-2072
Top chord 2x4 SP M-30:T2,T3 2x4 SP#3-136:
35 2x4 SP M-31: Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x4 SP#3-13B:132 2x4 SP M-30:
:133 2x4 SP M-31: Chords Tens.Comp. Chards Tens. Comp.
Webs 2x4 SP#3-13B:W6 2x4 SP#2-13B: B-M 1640 -911 K-J 2220 -1012
Lumber grades designated with"13B"use design M-L 1639 -912 J-1 4412 -2442
values approved 1/30/2013 by ALSC L-K 1418 -650 I-G 4374 -2419
Plating Notes
Maximum Web Forces Per Ply(Ibs)
(1)-plates so marked were sized using a Fabrication Webs Tens.Comp. Webs Tens. Comp.
Tolerance of 0%and a Rotational Tolerance of 0
degrees. M-C 170 0 K-E 369 -632
C-L 368 -406 E-J 2769 -1441
Purlins L-D 87 -157 J-F 446 -426
In lieu of structural panels or rigid ceiling use purlins D-K 868 -399 F-I 118 -76
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -2.04 34.96
BC 69 0.15 12.29
BC 89 12.29 22.46
BC 59 22.46 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
The overall height of this truss excluding overhang is
6-10-7.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
OceanBlvd
Ply:1 SEAN:9238/T16/COMN '
Ocean Boulevard Qty: 1 FROM: DRW:
T15 Wgt:172.2lbs / ... 08/26/13
5'10"12 11' 17'3"8 21'11" 27'0"7 32'11"
5'10"12 5'1 A 6'3"8 47'8 5'1"7 5'10"9
T =8X75X
=3X4[15] = 7
12 E F
--o^ 6 03X4 0 G$3X4
K=-6X12 T3 0
1 1112X4 °
s3X4[14] �
4X4(A2 L I 83 H�t4X8(A1)
a-� A1
7 Q 4 -+22'11..
N M 12
2'0"8 5'9" 6'6"8 47'15 5'61 4-8-11 5'6"13 2'0"8
12'3"8 16'11"7 22'5"8 27'2"3 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): 0.505 K 775 391
BCLL: 0.00 Enclosure:Closed H 1207 /754 /628 /- /234 /3.5
Lu:NA Cs:NA VERT(TL): 0.985 K 397 391 H 1211 /754 /629 /- /- 13.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.305 J - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:D HORZ(TL): 0.595 J B Min Brg Width Req= 3.5
NCBCLL:10.00 Mean Height:25.52 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 3.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.685 Bearings B&H Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.971
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.657 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp
GCpi:0.18 Plate Type(s): A-B 55 0 E-F 2048 -3518
Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 B-C 1202-1947 F-G 2454 -4453
Lumber C-D 1061 -1589 G-H 2728 -4693
Top chord 2x4 SP#2-13B:T3 2x4 SP M-30: D-E 1443-2188 H-1 55 0
Bot chord 2x4 SP#2-13B:B3 2x4 SP M-30:
Webs 2x4 SP#3-138 Maximum Bot Chord Forces Per Ply(Ibs)
Lumber grades designated with"1313"use design Chords Tens.Comp. Chords Tens. Comp
values approved 1/30/2013 by ALSC
B-N 1673 -927 L-K 2370 -1183
Plate Shift Table N-M 1672 -929 K-J 4363 -2416
JT Plate Lateral Chord JT Plate Lateral Chord M-L 1392 -667 J-H 4311 -2385
No Size Shift Bite No Size Shift Bite
[14] W3X4 S 1.25 [15] W3X4 2.50 R 1.25 Maximum Web Forces Per Ply(Ibs)
Purlins Webs Tens.Comp. Webs Tens. Comp
In lieu of structural panels or rigid ceiling use purlins N-C 175 0 E-K 1386 -643
to laterally brace chords as follows: C-M 302 -350 F-K 1724 -882
Chord Spacing(in oc) Start(ft) End(ft) D-M 140 -233 K-G 376 -302
TC 24 -2.04 34.96 D-L 1048 -548 G-J 128 -105
BC 73 0.15 12.29 L-E 504 -842
BC 66 12.29 22.46
BC 55 22.46 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
The overall height of this truss excluding overhang is
5-10-7.
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
Michael G KozlowskiA P E X
Jeffrey P Arneson Derek B Murra
PE No.60839 PE No.58544 y
PE No.71457
y OceanBlvd Ply:1 SEQN:9235/T17/COMN
Ocean Boulevard Qty: 1 FROM: DRW:
T16 Wgt:173.6lbs / ... 08/26/13
16'1012 2'1'5" 23'11" 2T9"3 32'11"
4'6"12 46"4 2'6" 3'10"3 5'1"13
OF7 =3J�4(10] 1114)5[15] = X4 =5X7
T 12
6 C G
p H�3X4
r
b .M 1010(SR�)_6X1 0
,4X4 1112X4 1
=4X4(A2 N K $4X8(Ai) I
a=� 1 3 1II 22'11••
A q 8 d q
P O 12
2'0"8 9'1"12 3'1"12 4'3"4 4'6"12 2'8" 4'1"7 5'0"1 2'0"8
9'1"12 12'3"8 16'6"12 21'1"8 23'9"8 2T16- 32'11"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pr 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 IU /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.502 M 780 391 B 1206 /744 /623 /- /204 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.978 M 400 391 1 1210 /743 /624 /- /- 13.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.285 K - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:D HORZ(TL): 0.555 K B Min Brg Width Req= 3.5
NCBCLL: 10.00 Mean Height:25.02 ft Code/Misc Criteria Creep Factor:1.5 I Min Brg Width Req= 3.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.467 Bearings B&I Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.998
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.780 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 55 0 F-G 2457 -4285
Wind Duration:1.60 WAVE,HS VIEW Ver:13.01.04.0627.14 B-C 1122-1847 G-H 2602 -4663
C-D 1217-1768 H-1 2623 -4552
Lumber
D-E 1771 -2794 I-J 55 0
Top chord 2x4 SP M-31 E-F 2775-4788
Bot chord 2x4 SP M-31
Webs 2x4 SP#3-136
Maximum Bot Chord Forces Per Ply(Ibs)
Lumber grades designated with"1313"use design
values approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp.
B-P 1554 -808 M-L 4750 -2461
Plate Shift Table P-0 1557 -808 L-K 4232 -2326
JT Plate Lateral Chord JT Plate Lateral Chord O-N 1873 -973 K-1 4169 -2289
No Size Shift Bite No Size Shift Bite N-M 3031 -1607
[10] W3X4 2.50 R 1.25 [15] W4X5 2.50 R 1.50
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: C-P 236 0 M-F 278 -100
Chord Spacing(in oc) Start(ft) End(ft) C-0 361 -278 F-L 407 -564
TC 24 -2.04 34.96 D-0 512 -870 L-G 1797 -966
BC 95 0.15 12.29 D-N 1267 -685 L-H 247 -233
BC 75 12.29 21.13
BC 32 21.13 23.79 N-E 625-1041 H-K 146 142
BC 61 23.79 32.77 E-M 2047-1022
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
4-10-7.
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 Na.71457
r
OceanBlvd Ply:1 SEAN:9227/T12/COMN
Ocean Boulevard Qty: 1 FROM: DRW:
T17 Wgt:162.41bs / ... 08/26113
7' 123"8 17' 19'9"4 25'11" 32'11"
7' S'3"8 2'9"4 6'1"12 7'
----3X8 1117X4 --. G
12
6
T E T
r5x5
o
I _ =3X4(At H=3X4(A1)
1 "--' A I I 22'11"
N M d 4 K 1 1I
12 1114X5[21] 1112X4
i 197
°8 13'
2'0"87'1"12 5'1"12 7'4" 6'1"12 7'1"12 2'0"8
7'1"12 12'3"8 19'7"8 25'9"4 32'11"
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): 0.039 D 999 240 B 773 /491 /436 /- /173 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.079 D 999 237 K 1236 /668 /492 /- /- /156
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 C - - H 408 1307 /304 /- !- /3.5
Des Ld: 32.00 EXP:D HORZ(TL): 0.022 C Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:24.52 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 3.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.669 K Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.977 H Min Brg Width Req= 3.5
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.952 Bearings B,K,&H Fcperp=565psi.
C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs)
Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Chords Tens.Comp. Chords Tens. Comp.
Lumber A-B 55 0 E-F 264 -92
Top chord 2x4 SP#2-13B B-C 671 -983 F-G 267 -83
Bot chord 2x4 SP#2-13B C-D 722 -847 G-H 240 -204
Webs 2x4 SP#3-13B D-E 264 -92 H-1 55 0
Lumber grades designated with"136"use design
values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply(Ibs)
Plating Notes Chords Tens.Comp. Chords Tens. Comp.
All plates are 5X7 except as noted. B-N 803 -402 K-J 127 -50
-M 805 -401 J-H 120 -57
Plate Shift Table M-L 908 -484
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite Maximum Web Forces Per Ply(Ibs)
[21] W4X5 S 3.00 Webs Tens.Comp. Webs Tens. Comp.
Purlins C-N 177 0 L-F 336 -420
In lieu of structural panels rigid ceiling use purlins C-M 102 -157 L-K 525 -855
D-M 262 -252 K-G 87 -148
to laterally brace chords follows
Chord Spacing(in oc) ffStart(ft) End(ft) D-L 474 -838 J-G 223 -231
TC 24 -2.04 34.96
BC 101 0.15 12.29
BC 95 12.29 19.81
BC 120 19.92 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
The overall height of this truss excluding overhang is
3-10-7.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
OceanBlvd Ply:1 SEQN:9223/T4/COMN
Ocean Boulevard Qty: 1 FROM: DRW:
T18 Wgt:179.2lb, / ... 08/26/13
8'9"8 i 12'3"8 14'10"4 19' 23'5"122711"
3'9••8 T 3.6" + 21"12 I 4,1,•12- 4.5••12 --r- 4.5.1
12 -8X7 --:K4 ffi3X4 =W(4 II%X4 aa)8- m)X4 s5l(7
T 6 � E 1 K T
�U4
8X12(SRS=4X4(A2 s S =3XO )
T 22'11"
1 1
2X4 = X4 = E;7[
6X8 3X4 QQ =3X4 4
W V U a 4 W1114X5[281 P O
12
19'9"4 12712
2'0"8r " + 34"4 + 3 2 4' 5'1"12 2'0"8
8'
'"8 '95'112 232616 2' 31 7
+^i
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):-0.129 E 999 240 B 1225 /839 /- /- /- /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.244 E 973 237 Q 2138 /1678 /- /- /- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.034 C - - M 737 /597 /- /- I- /3.5
Des Ld: 32.00 EXP:D HORZ(TL): 0.065 C Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:24.02 ft Code I Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 3.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.694 Q Min Brg Width Req= 3.5
P M Min Brg Width Req= 3.5
BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.964
Load Duration:1.25
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.668 Bearings B,Q.&M Fcperp=565psi.
C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/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:13.01.04.0627.14
Lumber Special Loads A-B 55 -42 G-H 1597 -2257
B-C 1364-1981 H-1 1597 -2257
Top chord 2x4 SP#2-13B ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) C-D 1503-2194 I-J 338 -252
Bot chord 2x4 SP#2-13B TC-From 56 plf at -2.04 to 56 plf at 5.00 D-E 1447-2076 J-K 511 -521
Webs 2x4 SP#3-13B TC-From 28 plf at 5.00 to 28 plf at 27.92 E-F 1668-2361 K-L 755 -827
:W10,W11 2x4 SP#2-13B: TC-From 56 pit at 27.92 to 56 plf at 34.96
:Rt Slider 2x4 SP#3-13B:BLOCK LENGTH= 1.500' BC-From 4 plf at -2.04 to 4 plf at 0.00 F-G 1564-2248
Lumber grades designated with"l 3B"use design BC-From 10 plf at 0.00 to 10 pit at 5.01
values approved 1/30/2013 by ALSC BC-From 5 plf at 5.01 to 5 plf at 12.29 Maximum Bot Chord Forces Per Ply(Ibs)
BC-From 5 plf at 12.29 to 5 pit at 17.13 Chords Tens.Comp. Chords Tens. Comp.
Plate Shift Table BC-From 5 pit at 17.13 to 5 plf at 19.63
BC-From 5 pit at 19.63 to 5 plf at 27.91 B-W 1706-1167 S-R 310 -423
JT Plate Lateral Chord JT Plate Lateral Chord BC-From 10 pit at 27.91 to 10 plf at 32.92 W-V 1716-1166 Q-P 489 -486
No Size Shift Bite No Size Shift Bite BC-From 4 pit at 32.92 to 4 plf at 34.96 V-U 2217-1531 P-0 705 -642
[25] W5X5 S 1.25 [28] W4X5 S 3.00 TC- 155 Ib Cone.Load at 5.01 U-T 2196-1527 O-M 696 -638
TC- 105 lb Cone.Load at 7.06,9.06,11.06 T-S 2539-1798
Purlins TC- 121 Ib Cone.Load at 13.06
In lieu of structural panels or rigid ceiling use purlins TC- 100 Ib Cone.Load at 15.06
to laterally brace chords as follows: TC- 61 Ib Cone.Load at 16.46 Maximum Web Forces Per Ply(Ibs)
Chord Spacing(in oc) Start(ft) End(ft) TC- 119 lb Cone.Load at 17.85 Webs Tens.Comp. Webs Tens. Comp.
TC 24 -2.04 34.96 TC- 123 Ib Conc.Load at 19.85
BC 55 0.15 12.29 TC- 88 lb Cone.Load at 21.85,23.85,25.85 C-W 171 0 S-1 2863 -2043
BC 49 12.29 17.13 TC- 130 Ib Cone.Load at 27.91 C-V 593 -417 I-R 1096 -1413
BC 31 17.13 19.73 BC- 155 Ib Cone.Load at 5.01 V-D 255 -202 R-Q 1153 -1575
BC 82 19.92 32.44 BC- 65 Ib Cone.Load at 7.06,9.06,11.06 D-U 104 -177 Q-J 910 -968
BC 55 12.29 12.29 BC- 66 Ib Cone.Load at 13.06 E-U 424 -474 J-P 290 -220
BC 49 17.13 17.13 BC- 74 Ib Cone.Load at 15.06 E-T 361 -280 P-K 155 -242
BC 31 19.73 19.73 BC- 104 Ib Cone.Load at 16.46 T-F 183 -186 O-K 171 -70
BC 82 32.44 32.92 BC- 71 Ib Cone.Load at 17.85
Apply purlins to any chords above or below fillers BC- 68 Ib Cone.Load at 19.85 F-S 118 -164 L-M 763 838
at 24"OC unless shown otherwise above. BC- 58 lb Cone.Load at 21.85,23.85,25.85 S-G 87 60
BC- 138 Ib Cone.Load at 27.91
Wind
Additional Notes
Wind loads and reactions based on MWFRS.
2The 10 overall height of this truss excluding overhang is
Right cantilever is exposed to wind
Right bottom chord exposed to wind.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
OceanBlvd Ply:1 SEQN:9153/T30/COMN
Ocean Boulevard Qty: 1 FROM: FR :
T19 Wgt:64.4lbs / ... 08/23/13
r 2'4"8 + 4 2 " '1 2'418
5X5
12 C=5X5 D
6
1112X4 B E 1112X4
NT
r> A F
0
N
1
1 =3XH G
1114X5[3] 4'5"8 4'5"8 1114X5[15
2'0"8 4,5„8 8.11 2'0"8
Loading Criteria(pst) 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 /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.009 H 999 240 1 877 /548 I- /- /- /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.017 H 999 180 J 752 /494 /- /- /- /15.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 G - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:D HORZ(TL): 0.007 G I Min Brg Width Req= 3.5
NCBCLL: 10.00 Mean Height:25.04 ft Code I Misc Criteria Creep Factor:1.5 J Min Brg Width Req= 15.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.351 Bearings I&J Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.662
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.183 Maximum Top Chord Forces Per Ply(lbs)
C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 55 -46 D-E 34 -51
Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 B-C 39 -61 E-F 55 -46
Lumber Purlins C-D 304 -635
Top chord 2x4 SP#2-13B In lieu of structural panels or rigid ceiling use purlins
Bot chord 2x4 SP#2-13B to laterally brace chords as follows: Maximum Bot Chord Forces Per Ply(lbs)
Webs 2x4 SP#3-13B Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp.
Lumber grades designated with"l 3B"use design TC 24 -2.04 10.96 I-H 385 -254 H-G 398 253
values approved 1/30/2013 by ALSC BC 107 0.00 8.92
Apply purlins to any chords above or below fillers
Special Loads at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(lbs)
------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Webs Tens.Comp. Webs Tens. Comp.
TC-From 56 pIf at -2.04 to 56 plf at 2.38 B-1 188 -237 H-D 435 -88
TC-From 28 pit at 2.38 to 28 plf at 6.54 I-C 403 -593 D-G 407 621
TC-From 56 pIf at 6.54 to 56 plf at 10.96 C-H 431 -86 E-G 186 -232
BC-From 4 pIf at -2.04 to 4 pIf at 0.00
BC-From 5 plf at 0.00 to 5 pIf at 6.53
BC-From 10 plf at 6.53 to 10 plf at 8.92
BC-From 4 plf at 8.92 to 4 pIf at 10.96
TC- 29 Ib Conc.Load at 2.38,6.53
TC- 13 Ib Conc.Load at 4.46
BC- 165 Ib Conc.Load at 1.06,3.06,5.85
BC- 85 Ib Conc.Load at 2.38,6.53
BC- 201 Ib Conc.Load at 4.46
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
[3] W4X5 S 3.00 [15) W4X5 S 3.00
Wind
Wind loads and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Additional Notes
The overall height of this truss excluding overhang is
3-2-11.
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
' TWgt1195
SEAN:9210/T81/7COMN]
OceanBlvd
Ocean Boulevard : FROM: DRW:
T20 .2lb / ... 08/23/13
2'4"8 5'l 1"8 9'6"8
24
4,8 3,7„ 37' 2'4"8
- ;6X12 1112X4 =6X8
12 C D E
6
5X72] �6X8�16]
W G
cN•� n A W 2
1 0 BL1 BL2
IIIHO 10 -6X6[8] =6X10[10] =8X8 24 1115X71 ]
2,3„ 3,8„8 3�7 8 2,0„8
2'0.,8 2,3„ 5,11„8 97" 111'11'
Snow Criteria(Pg,Pf in PSP) Deft/CSI Criteria ♦Maximum Reactions(lbs)
Loading Criteria(psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R I U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.083 D 999 240 L 3593 /1467 /- /- /- /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.157 D 908 180 H 4381 11699 /- /- /- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.021 C - - Wind in reactions
ba d n MWFRS
Des Ld: 32.00 EXP:D HORZ(TL):0.041 C g q=
H Min Brg Width Req=
NCBCLL: 10.00 Mean Height:25.04 ft Code 1 Misc Criteria Creep Factor:1.5 Bearings L&H Fcperp=565psi.
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.732
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.608 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.922 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): A-B 55 -46 D-E 1642 -4613
Wind Duration:1.60 WAVE,HS VIEW Ver:13.01.04.0627.14 B-C 1218-3190 E-F 1386 -3817
C-D 1642-4613 F-G 55 -46
Lumber Purlins
Top chord 2x4 SP#2-13B In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x6 SP SS Dense-13B to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3-136:W2,W8 2x4 SP#2-13B: Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -2.04 13.96 L-K 2 -1 J-1 3363 -1200
Lumber grades designated with"'I 3B"use design BC 75 0.00 11.92
values approved 1/30/2013 by ALSC Apply purlins to any chords above or below fillers K J 28041050 I-H 5 1
at 24"OC unless shown otherwise above.
Special Loads Maximum Web Forces Per Ply(lbs)
----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Bearing Block(s) Webs Tens.Comp. Webs Tens. Comp.
TC-From 56 plf at -2.04 to 56 plf at 2.38 Brg blocks:0.131"x3",min.nails B-L 1452-3586 J-E 1594 -564
TC-From 28 plf at 2.38 to 28 pif at 9.54 brg x-loc #blocks length/blk #nails/blk wall plate
TC-From 56 plf at 9.54 to 56 plf at 13.96 1 0.000' 1 12" 4 SP Standard B-K 3406-1279 E-I 585 38
BC-From 4 plf at -2.04 to 4 plf at 0.00 2 11 625' 1 12^ 8 SP Standard C-K 158 -144 I-F 4085 -1460
BC-From 5 plf at 0.00 to 5 plf at 11.92 Brg block to be same size and species as chord. C-J 2308 -755 F-H 1631 -4256
BC-From 4 plf at 11.92 to 4 plf at 13.96 Refer to drawing CNNAILSP0109 for more information. D-J 232 -94
TC- 29 Ib Conc.Load at 2.38,9.53
TC- 13 Ib Conc.Load at 4.44,5.96,7.48 Additional Notes
BC-1075 Ib Conc.Load at 2.06
BC- 85 Ib Conc.Load at 2.38,9.53 The overall height of this truss excluding overhang is
BC-1169 Ib Conc.Load at 4.06,6.06,8.06,9.27 3-2-11.
BC- 36 Ib Conc.Load at 4.44,5.96,7.48
BC-1078 Ib Conc.Load at 10.27
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
[2] W5X7 3.75 L 1.25 [81 W6X6 1.50 R 3.50
[10] W6X10 S 3.25 [16] W6X8 S 1.25
[18] W5X7 S 4.75
Wind
Wind loads and reactions based on MWFRS.
End verticals not exposed to wind pressure.
NOTES:
1.This drawing isnot 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 Bus neTechnology
s No.547 4745 Sutton Park Court,is a fictitious name owned by
ute 402,Jacksonvex viilllle,lFL 321224a 904.821.5200 Corporation. Engineer rAP X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839
PE No.58544 PE No.71457
OceanBlvd Ply:1 SEQN:9072/T48!VAL
Ocean Boulevard Qty: 1 FROM:
Vol Wgt:46.4 lbs DRW:
/ ... 08/26/13
4'4"8 6'6"8 10'11"
4'4"8 2'2^ 4'4"8
=4X4
T 12 C=4X4 D
6
03X4 B
o, E 3X4
=5X5(E1)
1 T A —5X5(El)
1
T'9 101 101
24'3"14
H 1112X4 G 1112X4
10'11"
4'6"4 1'10"8 4'6"4
4'6"4 6'4"12 10'11"
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 U# Loc R /U /Rw /Rh /RL /w
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.045 E 999 240
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.061 E 999 180 A 717 /480 /291 /- !64 /131
BCDL: 5.00 Risk Category:II Wind reactions based q MWFRS
9 rY Snow Duration:NA HORZ(LL):-0.025 B - - A Min Brg Width Req= -
Des Ld: 32.00 EXP:D HORZ(TL):-0.033 E Bearing A Fcperp=565psi.
NCBCLL: 10.00 Mean Height:26.05 ft Code/Misc Criteria Creep Factor:1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.432 Maximum Top Chord Forces Per Ply(Ibs)
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.205 Chords Tens.Comp. Chords Tens Comp
Spacing:24.0" MWFRS Parallel Dist:0 to h12 Rep Factors Used:Yes Max Web CSI: 0.211
C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: A-B 433 -394 D-E 98 -55
GCpi:0.18 Plate T e s: B-C 8 -55 E-F 433 394
YP ( ) C-D 1448 -33
Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14
Lumber
Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x4 SP#33-13-13 B
Top chord 2x4 SP B Chords Tens.Comp. Chords Tens Comp
Webs 2x4 SP#3-13B A-H 43 -11 G-F 43 -18
:Lt Slider 2x4 SP#3-13B:BLOCK LENGTH= 2.000' H-G 33 -13
:Rt Slider 2x4 SP#3-13B:BLOCK LENGTH= 2.000'
Lumber grades designated with"'I 3B"use design Maximum Web Forces Per Ply(Ibs)
values approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens Comp
Purlins C-H 216 -196 --G—
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 10.92
BC 120 0.00 10.92
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
See DWG VAL160100212 for valley details.
The overall height of this truss excluding overhang is
2-9-13.
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 eAPMichael G Kozlowski Jeffrey P Arneson
D
PE No.60839 PE No.58544 erek PE No.
Murray
.71457
OceanBlvd Ply:1 SEAN:9068/ 144/VAL
Ocean Boulevard Qty: 1 FROM: DRW:
V02 Wgt:28.8lbs
/ ... 08126/13
4'8"1 9'4"2
4'8"1 4'8"1
12 B=4X4
T 6 �
IN =3X4(D1 A =3X4C(D1)
25'3"14
D 1112 4 i
9'4"2
4'8"1 4'8"1
4'8"1 9'4"2
Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
Loading Criteria(psf) Wind Criteria Loc R /U /Rw /Rh /RL /W
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U#
( ) / /- /59 /112
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT LL:-0.011 D 999 240 A 612 352 /234
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.027 D 999 180 Wind reactions based on MWFRS
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 D - - Bea Min Width 5 5P si
Des Ld: 32.00 EXP:D HORZ(TL):-0.011 D A Fc 9 P p-
NCBCLL: 10.00 Mean Height:26.65 ft Code/Misc Criteria Creep Factor:1.5 Maximum To Chord Forces Per Ply(Ibs)
Soffit: 2.00 TCDL:4.2 psf Bldg Code: 2010 RES Max TC CSI: 0.411 Chords Tens.Comp. Chords Tens. Comp.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 20077 Max BC CSI: 0.293
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.118 A-B 207 -151 B-C 207 -151
C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs)
Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Chords Tens.Comp. Chords Tens. Comp.
Lumber A-D 195 -136 D-C 195 -136
Top chord 2x4 SP#3-13B
Bot chord 2x4 SP#3-13B Maximum Web Forces Per Ply(Ibs)
Webs 2x4 SP#3-13B Webs Tens.Comp.
Lumber grades designated with"13B"use design B-D 397 -382
values approved 1/30/2013 by ALSC
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.15 9.20
BC 75 0.00 9.35
Apply pudins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
See DWG VAL160100212 for valley details.
The overall height of this truss excluding overhang is
2-4-5.
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 BusineTechnology
s No.54is a fictitious name 7 4745 Sutton Pak Court,Su to 4Jax 02,Jacksonvex viilllle,IFL 321224a 904.821.5200 Florida Engineer eAPVEX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839
PE No.58544 PE No.71457
OceanBlvd Ply:1SEAN:9066/T45/VAL
Ocean Boulevard Qty: 1 FROM: DRW:
Wgt:14.1 lbs / ... 08/26/13
2'8"1 5'4"2
2'8"1 2'8"1
12
6 �
T B=3X4
v =3X4(D1) =3X4(D1)
1 A C
a
26'3"14
l_ 5,4„2
5'4"2
5-4-2
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 U# Loc R /U /Rw /Rh !RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.009 999 240
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.017 999 180 A 349 /173 /126 /- /29 !64.1
BCDL: 5.00 Risk Category:II Wind reactions based q MWFRS
9 rY Snow Duration:NA HORZ(LL):-0.003 - - A Min Brg Width Req=
Des Ld. 32.00 EXP:D HORZ(TL):-0.006 Bearing A Fcperp=565psi
NCBCLL: 10.00 Mean Height:27.15 ft Code/Misc Criteria Creep Factor:1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.182 Maximum Top Chord Forces Per Ply(Ibs)
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.216 Chords Tens.Comp. Chords Tens Comp
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000
C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: A-B 258 -214 B-C 258 214
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVEVIEW VMaximum Bot Chord Forces Per Ply(Ibs)
Lumber Ver:13.01.04.0627.14 Chords Tens.Comp.
Top chord 2x4 SP#3-13B A-C 197 -195
Bot chord 2x4 SP#3-13B
Lumber grades designated with"138"use design
values approved 1/30/2013 by ALSC
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -0.40 4.66
BC 64 -0.54 4.80
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
See DWG VAL160100212 for valley details.
The overall height of this truss excluding overhang is
1-4-5.
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 Michael G Kozlowski Jeffrey P Arneson
PE No.60839 PE No.58544 Derek Murray
PE No..71457
or
If
OceanBlvd Ply:1 SEQN:9101/T51/VAL
Ocean Boulevard Qty: 1 FROM: DRW:
VO4 Wgt:36.6lbs / ... 08/26/13
4'S"g
4'58 4'5"8
C--4X4
12
6
0
3 X 4 B :"DA124'3"14
F 1112X4 i
8'11"
4'S"g 4'5"8
4'5"8 8'11
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 L/# Loc R U /Rw /Rh /RL /W
( /389 /241 /- 165 /107
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT LL):-0.039 D 999 240 A 585
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.065 D 999 180 Wind reactions based on MWFRS
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.021 D - - AMinBrg Width si
Des Ld: 32.00 EXP:D HORZ(TL):-0.035 D BearA Fcperp p- p
NCBCLL: 10.00 Mean Height:26.07 It Code/Misc Criteria Creep Factor:1.5 Maximum To Chord Forces Per Ply(Ibs)
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.524 Chords Tens.Comp Chords Tens. Comp.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.232
Spacing:24.0" MWFRS Parallel Dist:O to h/2 Rep Factors Used:Yes Max Web CSI: 0.200 A-B 436 -378 C-D 118 -68
C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: B-C 119 -68 D-E 436 378
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Maximum Bot Chord Forces Per Ply(Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Lumber
Top chord 2x4 SP#3-138 A-F 56 25 F-E 56 25
Bot chord 2x4 SP#3-13B
Webs 2x4 SP#3-13B Maximum Web Forces Per Ply(Ibs)
:Lt Slider 2x4 SP#3-13B:BLOCK LENGTH= 2.000' Webs Tens.Comp.
Rt Slider 2x4 SP#3-13B:BLOCK LENGTH= 2.000'
Lumber grades designated with"1313"use design C-F 228 224
values approved 1/30/2013 by ALSC
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -0.54 8.38
BC 107 -0.54 8.38
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
See DWG VAL160100212 for valley details.
The overall height of this truss excluding overhang is
2-10-5.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunclion with the architectural plans during installation.
2 Bus ness No.
547 4745 Sutton Pak Couis a fictitious name drt,by
ute 402,Jacksonvilex llle,IFL 32224a 904.821.5200 Corporation. Engineer rAP X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839
PE No.58544 PE No.71457
Y
OceanBlvd Ply:1 SEAN:9098/T47/VAL
Ocean Boulevard Qty: 1 FROM:
V05 DRW:
Wgt:22.9lb, / ... 08/26/13
3'8"1 7'4"2
3'8"1 3'8"1
12
T6 B=4X4
u-�
0
3X4(41) =3X4(D1)
1 A C
.e„q 1112 25'3"14
I 7,44"2
3'8"1 3'81
3'8"1 7'4"2
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.005 D 999 240
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.013 D 999 180 A 480 ti 259 /180 /- /44 /88.1
BCDL: 5.00 Risk Category:II Wind reactions based q MWFRS
9 ry Snow Duration:NA HORZ(LL): 0.002 D - - A Min Brg Width Req= -
Des Lc: 32.00 EXP:D HORZ(TL):-0.005 D Bearing A Fcperp=565psi.
NCBCLL: 10.00 Mean Height:26.40 ft Code/Misc Criteria Creep Factor:1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.227 Maximum Top Chord Forces Per Ply(Ibs)
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.168 Chords Tens.Comp. Chords Tens Comp
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.095
C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: A B 134 -93 B-C 134 -92
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVEMaximum Bot Chord Forces Per Ply(Ibs)
VIEW Ver:13.01.04.0627.14 Chords Tens.Comp. Chords Tens Comp
Lumber
Top chord 2x4 SP#3-13B A-D 141 -83 D-C 141 -83
Bot chord 2x4 SP#3-13B
Webs 2x4 SP#3-13B Maximum Web Forces Per Ply(Ibs)
Lumber grades designated with"13B"use design Webs Tens.Comp.
values approved 1/30/2013 by ALSC
Purlins B-D 319 -266
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 0.15 7.20
BC 75 0.00 7.35
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
See DWG VAL160100212 for valley details.
The overall height of this truss excluding overhang is
1-10-5.
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 Michael G Kozlowski Jeffrey P Arneson
PE No.60839 PE No.58544 Derek B Murray
PE No.71457
OceanBlvd Ply:1 SEON:9096/T49/VAL
Ocean Boulevard Qty: 1 FROM: DRW:
V06 Wgt:8.2lbs / ... 08/26/13
1'8"1 3'4"2
1'8"1 1'81
12
6
B=3X4
3X4(D1) =3X4(D1)
"'o A C
26'3"14
1
�- ----3'4"2
3'4"2
3'4"2
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defi/CSl 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 1W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.002 999 240 A 218 /80 /72 /- /15 /40.1
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.005 999 180 Wind reactions based on MWFRS
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 - - A Min Brg Width Req= -
Des Ld: 32.00
EXP:D HORZ(TL):-0.002 Bearing A Fcperp=565psi.
NCBCLL:10.00 Mean Height:26.90 ft Code/Misc Criteria Creep Factor:1.5
TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.064 Maximum Top Chord Forces Per Ply(lbs)
Soffit: 2.00 Chords Tens.Comp. Chords Tens. Comp.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.106
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 A-B 136 -119 B-C 136 -119
C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(lbs)
Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Chords Tens.Comp.
Lumber A-C 117 -105
Top chord 2x4 SP#3-13B
Bot chord 2x4 SP#3-13B
Lumber grades designated with"136"use design
values approved 1/30/2013 by ALSC
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -0.40 2.66
BC 40 -0.54 2.80
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
See DWG VAL160100212 for valley details.
The overall height of this truss excluding overhang is
0-10-5.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839
PE No.58544 PE No.71457
OceanBlvd Ply:1 SEQN:9094/T46/VAL
Ocean Boulevard Qty: 1 FROM: �DRW
V07 Wgt:49.2lbs 3
4'4"8 7'6"8 11'11"
4'4"8 3'2" 4'4"8
12 C=4X4 _4 D
6
3X4 B
E--�3X4
1)1N=5X5(EA =5X5(E1)
1 F
24'3"14
i H 1112X4 G 1112X4
11'11"
4'6"4 2'10"8 4'6"4
4'6"4 7'4"12 11'11"
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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.045 E 999 240
BCU-: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.061 E 999 180 A d re ti 525 /316 /- !64 /143
BCDL: 5.00 Risk Category:11 Wind reactions based on MWFRS
9 rY� Snow Duration:NA HORZ(LL):-0.025 B - - A Min Brg Width Req=
Des Ld: 32.00 EXP:D HORZ(TL):-0.033 E Bearing A Fcperp=565psi
NCBCLL: 10.00 Mean Height:26.05 ft Code/Misc Criteria Creep Factor:1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.413 Maximum Top Chord Forces Per Ply(Ibs)
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.206 Chords Tens.Comp. Chords Tens. Comp
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.200
C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: A-B 413 -377 D-E 93 -55
B-C 94 -55 E-F 413 377
GCpi:0.18 Plate Type(s): C-D 141 -32
Wind Duration:1.60 WAVE VIEW Ver:11W 04 0627 14
Lumber
Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#3-13B Chords Tens.Comp. Chords Tens. Comp
Bot chord 2x4 SP#3-136
Webs 2x4 SP#3-13B A-H 43 -10 G-F 43 -17
:Lt Slider 2x4 SP#3-13B:BLOCK LENGTH= 2.000' H-G 32 -12
:Rt Slider 2x4 SP#3-13B:BLOCK LENGTH= 2.000'
Lumber grades designated with"136"use design Maximum Web Forces Per Ply(Ibs)
values approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens Comp
Purlins C-H 244 -218 G-D 244 -218
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 -0.54 11.38
BC 120 -0.54 11.38
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
See DWG VAL160100212 for valley details.
The overall height of this truss excluding overhang is
2-9-13.
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
Michael G Kozlowski Jeffrey P ArnesoneAP E X
PE No
PE No.60839 PE No.58544 Derek. Murray �.
.71457
a
0ceanBIvd Ply:1SEON:9091/T41/VAL
Ocean Boulevard Qty: 1 FROM: DRW:
V08 Wgt:31.8lbs / ... 08/26/13
5'21 10'4"2
57"1 5'2"1
B=4X4
,2
T
6
(V
1 -3X4(D1) =3X4(D1)
AA CC 25'3'14
�a
1112X4
10'4"2 i
5'2"1 5'2"1
57"1 10'4"2
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):-0.015 D 999 240 A 677 /399 /261 /- /66 /124
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.037 D 999 180 Wind reactions based on MWFRS
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 D - - A Min Brg Width Req= -
Des Ld: 32.00 EXP:D HORZ(TL):-0.014 D Bearing A Fcperp=565psi.
NCBCLL: 10.00 Mean Height:26.77 ft Code/Misc Criteria Creep Factor:1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.520 Maximum Top Chord Forces Per Ply(Ibs)
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.369 Chords Tens.Comp. Chords Tens. Comp.
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.130 A-B 249 -179 B-C 249 -179
C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs)
Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Chords Tens.Comp. Chords Tens. Comp.
Lumber A-D 221 -168 D-C 221 -168
Top chord 2x4 SP#3-13B
Bot chord 2x4 SP#3-13B Maximum Web Forces Per Ply(Ibs)
Webs 2x4 SP#3-13B Webs Tens.Comp.
Lumber grades designated with"13B"use design
values approved 1/30/2013 by ALSC B-D 436 -444
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 0.15 10.20
BC 75 0.00 10.35
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
See DWG VAL160100212 for valley details.
The overall height of this truss excluding overhang is
2-7-5.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
OceanBlvd Ply:1 SEAN:9089/T43/VAL ,
Ocean Boulevard Qty: 1 FROM: DRW:
V09 Wgt:17.1lbs / ... 08/26/13
3'2"1 6'4"2
3'2"1 3'2"1
12
T 6 B=3X4
3X4(D1) A =-3X4(Dl)
�26'3'14
f 6'4"2
6'4"2
6'4"2
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.014 999 240 A 415 /220 /153 /- /37 176.1
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT TL: 0.028 999 180
( ) Wind reactions based on MWFRS
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.005 - A Min Brg Width Req= -
Des Ld: 32.00 EXP:D HORZ(TL):-0.010 Bearing A Fcperp=565psi.
NCBCLL: 10.00 Mean Height:27.27 ft Code/Misc Criteria Creep Factor:1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.257 Maximum Top Chord Forces Per Ply(Ibs)
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.304 Chords Tens.Comp. Chords Tens. Comp.
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 q_g 308 -261 B-C 308 261
C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs)
Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Chords Tens.Comp.
Lumber
Top chord 2x4 SP#3-13B A-C 235 -230
Bot chord 2x4 SP#3-13B
Lumber grades designated with"1313"use design
values approved 1/30/2013 by ALSC
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -0.40 5.66
BC 76 -0.54 5.80
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
See DWG VAL160100212 for valley details.
The overall height of this truss excluding overhang is
1-7-5.
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 Murra
PE No.60839 PE No.58544 y
PE No.71457
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
Application Number . . . . . 13-00003445 Date 11/19/13
Property Address . . . . . . 1515 OCEAN BLVD
Application type description SINGLE FAMILY RESIDENCE
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 382800
---------------------------------------------------------------
Application desc
NEW HOME
------------------------------------------------------------- --------------
Owner Contractor
-
------------------------
-----------------------
OSSI DEVELOPMENT, INC. OSSI CONTRACTING LLC
1112 THIRD STREET, SUITE 4 13349 STONE POND DR
ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32224
(904) 610-3195
--- Structure Information 000 000 NEW HOME
Construction Type . . . . . TYPE 5-B
Occupancy Type . . . . . . RESIDENTIAL
Flood Zone . . . . . . . . ZONE X
-----------------------------------------------------
Permit . . . . . . PLUMBING PERMIT
Additional desc . .
Sub Contractor . . NELSON PLUMBING CO. INC.
Permit Fee 195 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 5/18/14
--------------------------------------------------
Special Notes and Comments
Avoid damage to underground water/sewer utilities . Verify
vertical and horizontal location of utilities . Hand dig if
necessary. If field coordination is needed, call 247-5834 .
Ensure all meter boxes, sewer cleanouts and valve covers
are set to grade and visible .
A sewer cleanout must be installed at the property line.
Cleanout must be covered with an RT1 concrete box with
metal lid. Cleanout to be set to grade and visible .
A reduced pressure zone backflow preventer must be
installed if irrigation will be provided or if there is a
private well on the property. Backflow preventer must be
tested by a certified tester and a copy of the results sent
to Public Utilities .
All concrete driveway aprons must be 5" thick, 4000 psi,
with fibermesh from the edge of pavement to the property
line . Reinforcing rods or mesh area not allowed in the
right-of-way.
Full right-of-way restoration, including sod, is required.
PERMIT IS1Gh VM1f bNMI D N�� -'I O� 'f ISA TIrE-4tY 3% A ME FLORIDA
BUILDING CODES.
CITY OF ATLANTIC BEACH
I1 800 SEMINOLE ROAD
r� ATLANTIC BEACH,FL 32233
J r INSPECTION PHONE LINE 247-5814
4 Ji3i
Page 2
Application Number 13-00003445 Date 11/19/13
------------------------------------
Special Notes and Comments
and container cannot be placed on City Right-of-Way.
(Approved: Advanced Disposal, Realco, Shappelle ' s and Waste
Management . )
Full erosion control measures must be installed and
approved prior to beginning any earth disturbing
activities . Contact Public Works (247-5834) for Erosion
and Sediment Control Inspection prior to start of
construction.
2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE
A sewer cleanout must be installed at the property line.
Cleanout must be covered with an RT1 concrete box with
metal lid. Cleanout to be set to grade and visible.
*SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST
CONTROL COMPANY PRIOR TO C.O.
WINDOW AND DOOR INSPECTION:
*INSTALLATION INSTUCTIONS REQUIRED
*ALL STICKERS ARE TO REMAIN ON THE WINDOWS
*PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS
___ ---------------------------------
Other Fees
STATE PLBG DCA SURCHARGE 2 . 93
STATE PLBG DBPR SURCHARGE 2 . 93
_ ________ ---
Fee summary Charged
Paid Credited Due
. 00
_ _ ----------
----- ----------
- . 00
Permit Fee Total 195 . 00 195 . 0000 00 . 00
Plan Check Total • 00 . 00
Other Fee Total 5 . 86 5 . 86 . 00
Grand Total
200 . 86 200 . 86 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
PLUMBING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Rd Atlantic Beach, FL 32233
Ph(904) 247-5826 Fax (904) 247-5845
JOB ADDRESS' l I- 1 1 U Pu--#t
NEW OR REPLACEMENT INSTALLATION: Project Value $
TYPE OF FIXTURE QTY TYPE OF FIXTURE QT'
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
LavatoryWater Heater
'Other Fixtures — — Water Treating System
RE-PIPE:
TYPE oFFIXTURE QTY
ofFrxTVRE Qom'
Bathtub Septic Tank&Pit
Clothes Washer Shower
Dishwasher Shbwer Pan
Drinking Fountain Slop Sink
Floor Drain Three Compartment Sink
Floor Sink Toilet
Hose Bibs Urinal
Kitchen Sink Vacuum Breakers
Laundry Tray Water Connected Appliances
Lavatory Water Heater
Other Fixtures Water Treating System
MISCELLANEOUS: al ns(Requires 3 sets of p
❑ Sewer Replacement ❑ Bask Flow Preventer ❑ Grease Interceptor(Trap) g
❑ Lawn Sprinkler System-Number of Heads ❑ Well **
** SJR WD Well Completion Form. Completed form to be submitted to the—Building Department for final inspecti(
❑ Other
Permit becomes voi¢if work does not commence within a six month period or work is suspended or abandoned
wo six months.11 be complied with whether spe
this application and know the same to be true and correct- All provisions of laws and ordinances governing
or not The permit does not give authority t o violat a provisions of any
oth state or local law regulation construction or the performance of construe
Owners Name V� I U'L F Phone Number
Property
(ttrnbl �►'� � LOG OfficeP one ��"��� FaxbZ3rS)310
Plumbing Company l�Z�
Co. Address: 1/ w
C Cd Gity
�s,�t�,.[It Stag1 Zi
License Holder(Print)• Ce cation/Registration#
ed�Sinhr�eiens Holder !, ,Q,
1s of Pu he St a of londa da of v� 2(
My Comm.Expires Nov 16,2015 Sworn and subscri e efore me flus q r,t3
;l p Commission # EE 137475
Bonded Through National Notary Assn.
Signature of Notary Public
CITY OF ATLANTIC BEACH
ss) 800 SEMINOLE ROAD
J ti ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5814
�C ' >�
Application Number . . . . . 13-00003445 Date 12/13/13
Property Address . . . . . . 1515 OCEAN BLVD
Application type description SINGLE FAMILY RESIDENCE
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 382800
-----------------------------------
Application desc
NEW HOME
-----------------------------------
Owner Contractor
------------------------
OSSI DEVELOPMENT, INC. OSSI CONTRACTING LLC
1112 THIRD STREET, SUITE 4 13349 STONE POND DR
ATLANTIC BEACH FL 32233 (904)0610-3195 LE FL 32224
--- Structure Information 000 000 NEW HOME
Construction Type . . . . . TYPE 5-B
Occupancy Type . . . . . . RESIDENTIAL
-----Flood Zone . . . . . . . . ZONE X
-------
Permit . . . . . . MECHANICAL HVAC PERMIT
Additional desc - .
Sub Contractor HUXHAM HEATING & AIR 00
Permit Fee 135 . 00 Plan Check Fee
Valuation
Issue Date
Expiration Date . . 6/11/14
--------------------------------
Special Notes and Comments
Avoid damage to underground water/sewer utilities . Verify
vertical and horizontal location of utilities . Hand dig if
necessary. If field coordination is needed, call 247-5834 .
Ensure all meter boxes, sewer cleanouts and valve covers
are set to grade and visible .
A sewer cleanout must be installed at the property line .
Cleanout must be covered with an RT1 concrete box with
metal lid. Cleanout to be set to grade and visible.
A reduced pressure zone backflow preventer must be
installed if irrigation will be provided or if there is a
private well on the property. Backflow preventer must be
tested by a certified tester and a copy of the results sent
to Public Utilities .
All concrete driveway aprons must be 5" thick, 4000 psi,
with fibermesh from the edge of pavement to the property
line . Reinforcing rods or mesh area not allowed in the
right-of-way.
Full right-of-way restoration, including sod, is required.
PERMIT ISI Cel 10NMiifDNG'R� MUNC'? 'NL'M ht0ibPkTgANTk:4YCti 1�@A`FYT'I�IIA E FLORIDA
BUILDING CODES.
CITY OF ATLANTIC BEACH
X11
S 800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
Page 2
Application Number . . . . . 13-00003445 Date 12/13/13
----------------------------------------------------
Special Notes and Comments
and container cannot be placed on City Right-of-way.
(Approved: Advanced Disposal, Realco, Shappelle ' s and Waste
Management . )
Full erosion control measures must be installed and
approved prior to beginning any earth disturbing
activities . Contact Public Works (247-5834) for Erosion
and Sediment Control Inspection prior to start of
construction.
2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE
A sewer cleanout must be installed at the property line .
Cleanout must be covered with an RT1 concrete box with
metal lid. Cleanout to be set to grade and visible.
*SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST
CONTROL COMPANY PRIOR TO C.O.
WINDOW AND DOOR INSPECTION:
*INSTALLATION INSTUCTIONS REQUIRED
*ALL STICKERS ARE TO REMAIN ON THE WINDOWS
*PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS
------------------------------
Other Fees .
. STATE MECH DCA SURCHARGE 2 . 03
STATE MECH DBPR SURCHARGE 2 . 03
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----- ---------- ---------- -
Permit Fee Total 135 . 00 135 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Other Fee Total 4 . 06 4 . 06 . 00 . 00
Grand Total 139 . 06 139 . 06 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
mECHANICAL PERMIT APPLICATION
CrrY OF ATLANTIC BEACH
800 Seminole Rd Atlantic Beach,FL 32233
Ph(904)247-5826 Fax(904)247-5845
.TOB ADDRESS: l S �s C�w�n- �/� PERMT#
PROJECT VALUE
NEI V AIR CONDITIONING& HEATING SYSTEM INSTALLATION
kk Conditioning: Unit QuantityTons Per Unit
eat: Unit Quantity `�— BTU's Per Unit aaec a Seer RatingREQUIRED
ct Systems: Total CFM octq
REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION
Conditioning. Unit Quantity Tons Per Unit REQU
$' BTU's Per Unit Seer Rahn
est: Unit Quantity REQUIRED
ct Systems: Total CFM
F PREVENTION (Requires 3 sets or plans)
ire Sprinkler System Quantity QTY (Requires 3 sets of plans)
ire Standpipe Value (Requires 3 sets of plans)
nderground Fire Main (Requires 3 sets of planus)
ire Hose Cabinets QTY (Requires 3 sets of plans)
ommercial HoodsQua1°ti ' (Requires 3 sets of plans)
ire Suppression Systems QTY
PLACES MISCELLANEOUS:
bricated Fireplace QtyAutomobile Lifts ers BTU's
Piping Outlets Elerators/F,scalators
ALI, OTHER GAS PIPING Heat Exchanger
Pumof Outlets igerator Condenser BTU's
Vented Wall Furnaces Sdar Collection Systems
Water Heaters Tanks(gallons)
Weds
O R:
QS al�mdoned far'sie m ontim I t�eby s�'y ani I have read
noe within a six�
period or yr an is ttris v�wilt be complied wilh wbethe r specified
tb. owes void if work does not of laws and -l� of mon-
this and lmow the same to be tens and oomect All Pan �,S�tOe Or local lawregal��
or not The pennrt does not t� 't°violate the p�ovisiaas �
f)SS j -,Z�e'� v--5 Phoma Number
Prop Owners Name y Office Phone -21 l
Mee] cal Company 1,Tim City &l S`tadte�/• zip:219:950–
�� �� fives- -
Co. dress: C�?co5-23, )S
State Cez�ca�t;-on/Registration#'
Lice Holder(Print):
N Signauffe of w Holder 20
Sworn and subscribed before me this______day of
Signature ofNotary Public
�St,r�'`I,.r✓��
CITY OF ATLANTIC BEACH
J 800 SEMINOLE ROAD
r) ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5814
13-00003767 Date 12/04/13
Application Number . 1515 OCEAN BLVD
Property Address . . •
Application type description ELECTRIC ONLY
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . 0
------------------------------
Application desc
TEMP POLE 50 AMPS 240 VOLTS SINGLE PHASE
------------------------------
Owner Contractor
_ _ ------------------------
OSSI DEVELOPMENT, INC. KNIGHT ELECTRIC LLC
1112 THIRD STREET, SUITE 4 908 11TH AVE S
ATLANTIC BEACH FL 32233 JACKSONVILLE BEACH FL 32250
(904) 247-9884
-------------- -----
-----Permit
ELECTRICAL PERMIT
Additional desc Plan Check Fee . 00
Permit Fee . . . . 90 . 00 0
Issue Date Valuation
Expiration Date . . 6/02/14
----------
--------------------------------------------
2 . 00
Other Fees . . . . . . . . . STATE ELEC DCA SURCHARGE
STATE ELEC DBPR SURCHARGE 2 . 00
________ -----
Fee summary Charged
Paid Credited
_ ------ . 00
----------
- . 00
Permit Fee Total 90 . 00 90 . 00 00 . 00
Plan Check Total • 00 . 00
Other Fee Total 4 . 00 4 . 00 . 00
Grand Total
94 . 00 94 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
ELECTRICAL PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Rd,Atlantic Beach, FL 32233
c�7 Ph(904) 247--{5826 Fax (904) 247-5845
JOB ADDRESS: SAN l�'l�� PERMIT#
JEA INFORMATION REQUIRED ON ALL PERMITS U AMPS VOLTS l PHASE
VALUE OF WORK$
NEW SERVICE ❑ Overhead ❑ Underground ❑T Underground up Pole
❑Residential(Main)Service
00-100 amps ❑101-150amps ❑151-200amps ❑ amps #of Meters
❑Commercial(Main) Service
❑0-100 amps ❑101-150amps ❑151-200amps ❑ amps OCT Service amps
Conductor Type Size
❑Multi-Family(Main)Service # of Unit Meters
00-100 amps ❑101-150amps Ll151-200amps ❑ amps
Aemporary Pole ❑_amps
SERVICE UPGRADE ❑ amps ❑ CT Service amps
NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.)
❑100 amps ❑150amps ❑200amps ❑ amps OCT Service amps
ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC.
Outlets/Switches: 0-3 Damps 31-l 00amps 101-200amps
Appliances: 0-30amps 31-100amps 101-200amps
A/C Circuits: 0-60amps 61-100amps
Heat Circuits: # circuits @ kw
Number of Lighting Outlets, Including Fixtures:
OTHER ELECTRICAL PROJECTS
❑Swimming Pool ❑ Sign ❑Smoke Detectors_Qty ❑Transformers KVA ❑Motors hp
FIRE ALARM SYSTEM (Requires 3 sets of plans) VALUE OF WORK$
Qty volts/amps
REPAIRS/MISCELLANEOUS
❑Replace Burnt/Damaged Meter Can ❑Safety Inspection ❑Panel Change ❑OH to UG
❑Other:
Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have
read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether
specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of
construction.
Property Owners Name Phone Number
Office Phone Fax
Electrical Company
E�p g K S City �i1 State (� Zip
Co.Address: / l p
License Holder Print • � �— h'�L �� State Certification/Registration#
L (Print):
No older 3
,IMFER WAMR ��
MY COMMISSION#FF0114W Before me this day 20
*-
�.,�� EXPIRES:April 24,2017
k gpnded TMu Notary Publk Underwriters Signature of Notary Publi
�s s, CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
r� ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5814
13-00003445 Date 1/13/14
Application Number . 1515 OCEAN BLVD
Property Address . . •
Application type description SINGLE FAMILY RESIDENCE
Property Zoning . . . . . . . TO BE UPDATED
Application valuation .
382800
------------------------
Application desc
NEW HOME
------------------------
Contractor
Owner ------------
OSSI CONTRACTING LLC
OSSI DEVELOPMENT, INC. 13349 STONE POND DR
1112 THIRD STREET, SUITE 4 JACKSONVILLE FL 32224
ATLANTIC BEACH FL 32233
(904) 610-3195
Structure Information 000 000 NEW HOME
Construction Type . . . . . TYPE 5-B
Occupancy Type . . . . . . RESIDENTIAL
-----
Flood-Zone-------------------ZONE-X------------
------------------------
Permit . . . . . . ELECTRICAL PERMIT
Additional desc
Sub Contractor KNIGHT ELECTRIC LLC
Plan Check Fee . 00
Permit Fee . . . . 115 . 00 0
Valuation
Issue Date • • • .
Expiration Date . 7/12/14
----
Special Notes and Comments
Avoid damage to underground water/sewer utilities . Verify
vertical and horizontal location of utilities . Hand dig if
necessary. If tcleanoutsneeded,
valve covers34 .
Ensure all meterr boxes, sewer
are set to grade and visible . line .
A sewer cleanout must be installed at the property
Cleanout must be covered with an RT1 concrete box with
metal lid. Cleanout to be set to grade and visible.
A reduced pressure zone backflow preventer must be
installed if irrigation will be provided oeventerere mustsbe
private well on the property. Backflow of the results sent
tested by a certified tester and a copy
to Public Utilities . 4000 Psi,
aprons must be 5" thick, P
All concrete driveway property
with fibermesh from the edge of pavement athe
l
line . Reinforcing rods or mesh area not allowed in the
right-of-way.
Full right-of-way restoration, including sod, is require
d.
PERMIT IS� ��Q �NIAq`�A� AN LrnC ItOIbftL ` ICC H�r?QM tl A-N�4k FLORIDA
BUILDING CODES.
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
rI ATLANTIC BEACH,FL 32233
J
INSPECTION PHONE LINE 247-5814
Page 2
Application Number . . • .
13-00003445 Date 1/13/14
------------------------
Special Notes and Comments
and container cannot be placed on City Right-of-Way.
(Approved: Advanced Disposal, Realco, Shappelle ' s and Waste
Management . )
Full erosion control measures must be installed and
approved prior to beginning any earth disturbing
activities . Contact Public Works (247-5834) for Erosion
and Sediment Control Inspection prior to start of
construction.
2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE
A sewer cleanout must be installed at the property line .
Cleanout must be covered with an RT1 concrete box with
metal lid. Cleanout to be set to grade and visible.
*SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST
CONTROL COMPANY PRIOR TO C.O.
WINDOW AND DOOR INSPECTION:
*INSTALLATION INSTUCTIONS REQUIRED
*ALL STICKERS ARE TO REMAIN ON THE WINDOWS
*PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS--
------------
_ ---------------------
Other Fees - 2 . 00
STATE ELEC DCA SURCHARGE 2 . 00
STATE ELEC DBPR SURCHARGE
--------------------------------------- ---
Credited
Fee summary g -- ----Due
Paid
Charged ---
--------- ----------
115 . 00 115 . 00 . 00 . 00
Permit Fee Total 00 00 . 00
Plan Check Total • 00 . 00 . 00
4 . 00 4 . 00 . 00
Other Fee Total 119 . 00 119 . 00 . 00
Grand Total
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
ELECTRICAL PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Rd,Atlantic Beach,FL 32233
Ph(904) 247-5826 Fax(904)247-5845
PERMIT
JOB ADDRESS: [ I Cw w
JEA INFORMATION REQUIRED ON ALL PERMITSAMPS U VOLTS PHASE
VALUE OF WORK$
NEW SERVICE ❑ Overhead ❑ Underground [fl'Underground up Pole
❑Residential(Main)Service ams #of Meters
[10-100 amps 0101-150amps + 151-200amps ❑ p
❑Commercial(Main)Service ams OCT Service amps
00-100 amps ❑101-150amps 11151-200amps ❑ p
Conductor Type Size
❑Multi-Family(Main)Service # of Unit Meters
❑0-100 amps ❑101-150amps ❑151-200amps Fl—amps
❑Temporary Pole ❑ amps
SERVICE UPGRADE ❑ amps ❑ CT Service amps
NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.)
100 amps ❑150amps ❑200amps El amps
OCT Service amps
❑
ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC.
s
Outlets/Switches: 0-3 Damps 31-l 00amps
Appliances: 0-30amps
31-100am 61-100amps 101-200amps
A/C Circuits: 0-60amps Ps
Heat Circuits: # circuits @ kw
Number of Lighting Outlets, Including Fixtures:
OTHER ELECTRICAL PROJECTS I Transformers KVA ❑Motors hp
❑Swimming Pool ❑ Sign ❑Smoke Detectors_Qty
FIRE ALARM SYSTEM (Requires 3 sets of plans) VALUE OF WORK
Qty volts/amps
REPAIRS/MISCELLANEOUS
❑Safety Inspection ❑Panel Change ❑OH to UG
❑Replace Burnt/Damaged Meter Can
[]Other:
is suspended or abandoned for
that I
Permit becomes void if work does nocommenceto be true andinasix correct.month oll provisions o of laws and ordinances govemi gthistwork will be complied with whether have
read this application and know the same
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 o
construction.
Phone Number
Property Owners Name
�7 2 �L� Office Phone Fax
Electrical Company h nrlt'�C p 2
Qd MK 57 City —TA-,cAeh_ State Zip � "
Co.Address: / � 1, g
License Holder(Print): �� Wi N,� State Certification/Re istration#
Notarized S'
w SHIRLEY L.GRAHAM
riftf
a this da
ss FAY COMMISSION s
,2014
'F r Bonded Thru Notary PUbi t14derwrite
P.;;` e of Notary Pub
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
j ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
t JF31
Application Number . . . . . 14-00000280 Date 2/26/14
Property Address . . . . . . 1515 OCEAN BLVD
Application type description MECHANICAL GAS PIPING
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
------------------------------------------------------------------
Application desc
gas piping to range
-----------------------------------------------------------------
Owner Contractor
-
------------------------
-----------------------
OSSI DEVELOPMENT, INC. AEI INTERNATIONAL CORP.
1112 THIRD STREET, SUITE 4 7709 ALTON AVE
ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211
(904) 724-9771
-------------------------------------------------------------
Permit . . . . . . MECHANICAL GAS PIPE PERMIT
Additional desc .
Permit Fee 65 . 00 Plan Check Fee . 00
Issue Date . . . Valuation 0
Expiration Date . . 8/25/14
--------------------------------------------------------
Other Fees . . . . . . . . . STATE MECH DCA SURCHARGE 2 . 00
STATE MECH DBPR SURCHARGE 2 . 00
-------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 65 . 00 65 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Other Fee Total 4 . 00 4 . 00 . 00 . 00
Grand Total 69 . 00 69 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
MECHANICAL PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Rd Atlantic Beach, FL 32233
Ph(904) 247-5826 Fax (904) 247-5845 3 — 1PS
:)B ADDRESS: 151 lr,7 Q c-an �1v c� PERMIT#
PROJECT VALUE $
`zEW 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
li'PLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION
ARI#
Air Conditioning: Unit Quantity Tons Per Unit REQUIRED
Heat: Unit Quantity BTU's Per Unit Seer Rating
Duct Systems: Total CFM REQUIRED
I RE 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)
RE PLACES MISCELLANEOUS:
Prefabricated Fireplace Qty _ Automobile Lifts
Gas Piping Outlets Boilers BTU's
Elevators/Escalators _
ALL OTHER GAS PIPING Heat Exchanger
Quantity of Outlets Pumps
4 Vented Wall Furnaces Refrigerator Condenser BTU's
# Water Heaters Solar Collection Systems
Tanks (gallons)
Wells
anmit 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 re.
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
_Ut. The pen-nit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction.
r )perty Owners Name Ste` �'�y T ` Phone Numbe 5 W M��?jl .
( gOL4)
echanical Company_A E I I NT L or,p dhw ACJ��aa Siny i cesOffice Phone i a y-ql Fax 904- 721-3350
i. Address: Tl toQ 191+on QVe. _ __ City_JQC�-S6nvitic State FI Zip,-�'22I 1__-
t _� Stat Certitication/Registration# 9'91 Z
,sie;sase Molder(Print): _ -----
lillorarized Signature of License Holrl�r G% a
Sworn and subscribed before me this_�day of Y _' (?_/ _'.
r
oMV°o Notary Public State of Florida na
S1gture of Notary Public
_ Stephanie Renee McGuire /
5c p� My Commission FF 033716
?aid" Expires 0=1/2017
�►�1-L�j1,1
�� �° ���• , CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
J
INSPECTION PHONE LINE 247-5814
Application Number . . . . 13-00003445 Date 6/06/14
Property Address . . . . . . 1515 OCEAN BLVD
Application type description SINGLE FAMILY RESIDENCE
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 382800
----------------------------------------------------------------
Application desc
NEW HOME
--------------------------------------------------------------
Owner Contractor
-
------------------------
-----------------------
OSSI DEVELOPMENT, INC. OSSI CONTRACTING LLC
1112 THIRD STREET, SUITE 4 13349 STONE POND DR
ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32224
(904) 610-3195
--- Structure Information 000 000 NEW HOME
Construction Type . . . . . TYPE 5-B
Occupancy Type . . . . . . RESIDENTIAL
Flood Zone . . . . . . . . ZONE X
-----------------------------------------------------------
Permit . . . . . . MECHANICAL GAS PIPE PERMIT
Additional desc . .
Permit Fee 85 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 12/03/14
---------------------------------------------------------
Special Notes and Comments
Avoid damage to underground water/sewer utilities . Verify
vertical and horizontal location of utilities . Hand dig if
necessary. If field coordination is needed, call 247-5834 .
Ensure all meter boxes, sewer cleanouts and valve covers
are set to grade and visible.
A sewer cleanout must be installed at the property line.
Cleanout must be covered with an RT1 concrete box with
metal lid. Cleanout to be set to grade and visible.
A reduced pressure zone backflow preventer must be
installed if irrigation will be provided or if there is a
private well on the property. Backflow preventer must be
tested by a certified tester and a copy of the results sent
to Public Utilities .
All concrete driveway aprons must be 5" thick, 4000 psi,
with fibermesh from the edge of pavement to the property
line. Reinforcing rods or mesh area not allowed in the
right-of-way.
Full right-of-way restoration, including sod, is required.
Roll off container company must beon
c7i��tyy, approved list
PERMIT IS� OrV g1Q� R 1C� R W�UQ"qVA 6PA1`1; ;V C g��('li oR'RkWM-AND THE FLORIDA
BUILDING CODES.
.1% J) \ .
v�
�0CITY OF ATLANTIC BEACH
Is
} 800 SEMINOLE ROAD
j ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
f J-1
Page 2
Application Number . . . . . 13-00003445 Date 6/06/14
----------------------------------------------------------------------
Special Notes and Comments
(Approved: Advanced Disposal, Realco, Shappelle ' s and Waste
Management . )
Full erosion control measures must be installed and
approved prior to beginning any earth disturbing
activities . Contact Public Works (247-5834) for Erosion
and Sediment Control Inspection prior to start of
construction.
2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE
A sewer cleanout must be installed at the property line.
Cleanout must be covered with an RT1 concrete box with
metal lid. Cleanout to be set to grade and visible.
*SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST
CONTROL COMPANY PRIOR TO C.O.
WINDOW AND DOOR INSPECTION:
*INSTALLATION INSTUCTIONS REQUIRED
*ALL STICKERS ARE TO REMAIN ON THE WINDOWS
*PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS
-----------------------------------------------------------------
Other Fees . . . . . . . . . STATE MECH DCA SURCHARGE 3 . 30
STATE MECH DBPR SURCHARGE 3 . 30
-----------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ------
Permit Fee Total 85 . 00 85 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Other Fee Total 6 . 60 6 . 60 . 00 . 00
Grand Total 91 . 60 91 . 60 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
MECHANICAL PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Rd Atlantic Beach, FL 32233
Ph (904) 247-5826 Fax (904) 247-5845
-)B ADDRESS: 161 --5 oc mo -RI V-d PERMIT#
PROJECT VALUE $� c - Zy
NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION
Air Conditioning: Unit Quantity Tons Per Unit
Heat: Unit Quantity BTU's Per Unit Seer Rating
Duct Systems: Total CFM REQUIRED
REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION
ARI#
Air Conditioning: Unit Quantity Tons Per Unit REQUIRED
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)
ik,1RE PLACES MISCELLANEOUS:
Prefabricated Fireplace Qty Automobile Lifts
Gas Piping Outlets Boilers BTU's
Elevators/Escalators
ALL OTHER GAS PIPING Heat Exchanger
Quantity of Outlets Pumps
#Vented Wall Furnaces Refrigerator Condenser BTU's
#Water Heaters Solar Collection Systems
Tanks (gallons)
Wells
OTHER:
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 0551 6cyal ys LA A Phone Number (00-3[455
Mechanical Company Sn f z e V-5 Office Phone 7 31-q1&y Fax X30'9y.�'
Co. Address: I(p o of �`Kt l S City State Zip
License Holder (Print): \ 1) l �1 pay-) �Vl2aG� State Certification/Registration#
'tarized Signature of License Holder
Sworn and subscribed before me this day of 20
Signature of Notary Public