1765 MARITIME OAK LN - NEW HOME DOCS CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH� FL 32233
INSPECTION PHONE LINE 247-5814
jilt
SINGLE FAMILY DWELLING NEW
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
JOB INFORMATION:
Job ID: 15-SFR-1043
Job Type: SINGLE FAMILY RESIDENCE
Description: NEW HOME AND PAVER DRIVEWAY
Estimated Value: $350,000-00
Issue Date: 5/19/2015
Expiration Date: 11/15/2015
PROPERTY ADDRESS:
Address: 1765 MARITIME OAK DR
RE Number: None
GENERAL CONTRACTOR INFORMATION:
Name: RIVERSIDE HOMES OF N FL
Address: 414 OLD HARD RD STE 502 MATTHEW ROBERTS
Phone: - -
PERMIT INFORMATION:
FEES:
ENG REV RESIDENTIAL BLD $100.00
PLAN CHECK FEES $615.00
UTIL REV RESIDENTIAL BLDG $50.00
BUILDING PERMIT FEE $1,230.00
STATE DCA SURCHARGE $18.45
SEWER SDC-SYSTEM DEV CHG $4,050.00
STATE DBPR SURCHARGE $18.45
WA4iER4,'QNNFi:0T"P I& W-&kRNCI$aT' ai0JQLI, CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
WATER CROSS CONNECTION $50.00
WATER SDC-SYSTEM DEV CHG $1,140.00
Total Payments: $7,641.90
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALI, CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
AJIJ CITY OF ATLANTIC BEACH
Building Department
800 Seminole Road
Atlantic Beach,Florida 32233
(904)247-5800 FILE COPY
PLAN REVIEW COMMENTS
Permit Application # /5'- lo �,'_T
Property Address: -1761;' mqo-y �'z'r-e Oct
Applicant: R;w r s
Project: Ne i,,,
This permit application has been:
Pe Approved
F-1 Reviewed and the following items need attention:
Please re-submit your application when these items have been completed.
Reviewed By: ?2?1 Date:
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Road, Atlantic Beach, FL 322233 r. 1L_7-w. C 0 Py
Office (904) 247-5826 Fax (904) 247-5845
Job Address: 1-1(-CS Mar I t-IMC-1 Ocur-, Permit Number:
0-1- 1--..52- /k4rick.&J-hC
Legal Description ( WrJky,�A t_t�& U�!ij "3T i u3 Parcel 4
Flbor Area of Sq.Ft. Sq tt
Valuation of Work S Proposed Work heated/cooled non-heated/cooled
Class of Work(circle one): Addition Alteration Repair Move Demolit' indow oor
Use of existing/proposed structure(s) (circle one): Commercial Xe-s i�de
If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No 01
Florida Product Approval #
For multiple products use product app roval form
Describe in detail the type of work to be performed: cowsh-u
Property Owner Information:
Name: klV(,, t !Sic,1Q_ A_::JjX�.2 S (7f Address: IQQ 71(S k).Sk
city _�0\2c� ;tate�-Lzip73aJJ3Phone- CN-)2F-15�0-
E-Mail or Fax# (Optional)
Contractor Information:
-k S
CompanyName: rzlva Of N FL_ Qualifying Agent:
Address: --cr-'a XA _Q� city State Zip
Office Phone 7sa-rw _Q_ Job Site/Contact Number Fax#
State Certification/Registration# c_esc j a,5 4 1 �_�G
Architect Name &Phone# N 7-3c_51-�" "04 �)�90 3 3/9
Engineer's Name & Phone# kc&1)6 11 Chf'%J1CF1t29J t 4 c)04 't2A 475,200
Fee Simple Title Holder Name ana -
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 certify that no work or installation has commenced prior to the issuance ofa
permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not
commenced within six(6)months, or if construction or work is suspended or abandonedfor a period of si 6)months at any time after work is commenced I understand that
separate permits must De securedfor Electrical Work,Plumbing,Signs, Wells,Pools,Rirnaces,Boilers,11(eaters, Tanks and A ir Conditioners,ete.
WARNING TO OWNER: YOU AILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN
YOUR PAYING TV CE ROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING CON!�XIIIJIL H OUR ENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCKMENT.
I hereby certify that I have read d mi is a licali n and know*same to be true and correct, Allprovisions of laws and ordinances governing this ye�.work will
be coi,�phed with whether s e i ei.n ot. e a i.n r pe I does not presume to give authority to violate or cancel the provisions of any oTherfe era,state,or
local Ow regulating const c i or t ep orin ce a co t 41
Signature of Own r: Signature of Contractor: .
� ��-+ 5
Print Name: 0,41 n LA 1�2-4 Print Name: —nm:ah pLo
Swo to and subscribAd before me Swom to and subscrib_ed before me
t is 54may of r I' 1 20 this!i�9�ay of A46--.)r 20 I'S
E)Q A �,AJ A
Notafy ublic
R�,v 0 Notary Public State of Florida ,Off P&,- Notary Public State of Florida
-0 IN ?%,A �: Amber Atteberry
. UA . Amber Atteberry My Commission EE 850279
NIT/ My Commission EE 850279 Expires 11/08/2016
OF FV Expires 11108/2016 OF FV
iifl YEE I
CITY OF ATLANTIC BEACH
PUBLIC UTILITIES
1200 Sand iper Lane
P
ATLANTIC BEACH,FL 32233
(904)270-2535 or(904)247-5874
NEW WATERISEWER TAP REQUEST
Date: Project Address: 17& ,5- MJ
,ei7?A J&- e5114e
No. of Units: Commercial Residential V,-�Mulfi-Family—
New Water Tap(s) &Meter(s) Meter Size(s)_5/q "
New Irrigation Meter Upgrade Existing Meter from to— (size)
New Reclaimed Water Meter V/1",Size 'New Connection to City Sewer
Name:
Applicant Address:
city: State: zip
Phone Number: Cell Number:
Email Address– Fax:
Signature:
(Applicant)
CITY STAFF USE ONLY
n#
Oq
Applicatio
Water System Development Charge $ 4 /&/0- 00
Sewer System Development Charge $ OSO, 00
Water Meter Only $
Reclaimed Meter Only
Water Meter Tap $ (notes)
Sewer Tap $
Cross Connection $
Other $
TOTAL $4 WA a"),D o
APPROVED: Kayle Moore,PE
(Deputy PWDirector or Authorized Signature) ALL T,4P REQUEST MUST BE
APPR 0 VED B Y UTLITIES DEPAR TMENT BEFORE FEES CAN BEASSESSED
i
QNLYJ-L�
Approved Disapproved Approved w/ Conditions
Review Initials/Date:
Development Size
Habitable Space 2 2,o? Tr Non-Habitablejo��,S. p.
Impervious area
Miscellaneom fnfarm tion
Occupancy Group
Type of Constructionk-ff--
Number of Stories 2
Zoning District
Max. Occupancy Load
Fire Sprinklers Required
Flood Zone -,,Y-
If
Conditions/Comments:
FILE COPY
CITY OF ATLANTIC BEACH
CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS
800 Seminole Road 904-247-5800
Atlantic Beach,Florida 32233-5445 Fax 904-247-5845
PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION.
Date A�)i I I PERMIT#
Job Addressl I D-c ISSUED BY THE CITY
-ICC'5 4104 DOLK
Permitee: 621 V CX--�CiQ iA 0 M 2 --, Telephone#
Permittee Address: ao-I( �)O"l jo:�.X i?)l VC4 , If 1Q0, —)C.kCK-S6AJ V, IeA -53 0 0
Requesting Permission to Construct: NR-LQ C0r\J,�jfJL),CJ �0r\A--
Location: (Reference to Cross-Street)
1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities,
both aerial and underground and the accurate locations are shown on the sketches.
A Letter of Notification was mailed to the following Utilities/Municipalities:
Jacksonville Electric Authority Yes ( ) No ( ) Date:
Bell South Telephone Company Yes ( ) No ( ) Date:
Ferrell Gas - Yes ( ) No ( ) Date:
Comcast Yes ( ) No ( ) Date:
2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation,
alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public
Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized
hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as
required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is
authorized.
3. All work shall meet City of Atlantic Beach r Florida Department of Transportation Standards and be
performed under the supervision of oLcktj C)I I-X,L( (Contractor's Project
Superintendent) located at R i vy-t 5,17-4A ��O(K D S Telephone#:
4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee.
5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications
and the manner satisfactory to the city.
6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a
part of this permit. Calculations showing any increase in impervious area on owner's lot or in the cit
Right of Way are to be included with this application.
7. This permittee shall commence actual construction in good faith with �:,,O days. If the beginning date is
more than 60 days from date of permit approval, then permittee must review the permit with the Director of
Public Works to make sure no changes have occurred in the area that would affect the permitted construction.
8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the
City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all
times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and
against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted
exercises by the holder of the aforesaid rights and privileges.
9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again
immediately upon completion.
OWNER )Ay Notary Public State of Florida
!41411-11
. Arnber Atteberry
Date-.4 my commission EE 850279
Siqned: Date:4-Qc)-15
Expires 11/08/2016
Before me:7this _day of i in the County of Duval,
."r
�,,:llv�nn �.+4_1,
State Of Florida,,has personally appeared_ I 4-hlLr<)
Notary Public at Large,Stat f F on a,Count�of Duval. '�i�s no-iv�
My commission expires: � F r Produced Identification: ona,!Ily Kn6o-wn:,
FILE COPY
R.O.W. Permit Attachment of- for
R.O.W. Permit# issued , 200_ Atlantic Beach, FL 32233
Owner's Name:
Property Address:
Subdivision:
Lot#/Block#:
R.E. #:
REVOCABLE ENCROACHMENT PERMIT
THIS REVOCABLE ENCROACHMENT PERMIT, issued on this day of
200_, by Atlantic Beach, Florida, a municipal corporation organized and existing
under the laws of the State of Florida, hereinafter referred to as "CITY" and &i y 5id-so- AonsLQ S
of Atlantic Beach, Florida,hereinafter referred to as "USER".
WITNESSETH:
That the CITY does hereby grant the USER permission on a revocable basis as described herein the
right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of
Atlantic Beach Right-of-Way/Easement permit numbers noted above (copies attached).
This work is generally described as: N LLQ LON.3�rur_f I otq
Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted
remains subject to relocation or removal on thirty (30) days notice by CITY to the USER, said notice to
USER shall begiven by certified mail, return receipt requested, to the following address:
J,JQ�)(V --je*-4-4 _%Oak LU.;)0-3
The depositing of said notice of cancellation in the United States mail shall constitute the notice of
cancellation and the burden is upon USER to keep the CITY informed of USER's proper address.
The USER shall promptly make any and all necessary repairs to any facility erected or maintained in
the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe
condition.
In the event it is necessary for the CITY or the City's approved representative or other franchised
utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's
sole expense, any and all material necessarily displaced during the action of maintaining, repairing,
operating, replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider.
The facilities allowed by the permit shall meet the current requirements of the City Code, Building
Codes, Land Development Code, and all other land use and code requirements of the CITY, including
City Code Section 19-7 (h) which states "Driveways that cross sidewalks: City sidewalks may not be
replaced with other materials, but must be replaced with smooth concrete left natural in color so that it
matches the existing and adjoining sidewalks."
Page I of 2
FILE COPY
The USER, prior to making any changes from the approved plans and/or method, must obtain
written approval from the City of Atlantic Beach, Public Works Department, for said change. The
USER shall, at the discretion of the CITY, be requested to submit as-built drawings showing the change
within thirty(30) days after the day of completion.
This permit shall insure to the benefit of, and be binding upon, the USER and their respective
successors and assigns.
USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY
laws and/or specifications, to include utilities locate requirements and use limitations/requirements of
public rights-of-way and other public land. USER further agrees that the CITY and its officers and
employees shall be saved harmless by the USER from any of the work herein under the terins of this
permit and that all of said liabilities are hereby assumed by the USER.
DA4TEDGNED this aj�day of 2005
By:
Pr)KAy-d'wner
t to
o be signed in presence of the Notary)
STATE OF FLORIDA
COUNTY OF DUVAL
On this Ql""d-ay of Apri 1 206!5 personally appeared before me, a Notary
Public. in and for said Count� and State, Chr-,� Woor-4 � the property owner of
AA0(yQQ_S . Atlantic Beach, Florida, known to me to be the person(s)
described in and who executed the foregoing instrument; who acknowledged to me that he or she
executed the same freely and voluntarily and for the uses and purposes there'�mention
f Flo
40 P�&�� NotarY Public St�
0. Amber Atteberry
Expir8s 11/0812016
EE 850279
%ly Commission EE 850279
got �P�ublic&n �ounty a!ndS�al�e
CITY OF ATLANTIC BEACH, FLORIDA, a
municipal corporation:
Approved:
Ricky L. Carper, Public Works Director
For Permits where city sidewalk is impacted,
City Manager approval required:
Jim Hanson, City Manager
Page 2 of 2
FILE COPY
SITE PLAN
LOT 103 AS SHOWN ON PLAT OF
ATLANTIC BEACH COUNTRY CLUB UNIT 2
AS RECORDED IN PLAT BOOK 67, PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL.
GRAPHIC SCALE
3D 0 15 3D
11.3
IN FEET
1 inch = 30 ft
00
DENOTES PROPOSED CONCRETE
DENOTES PROPOSED PAVERS C5
DENOTES CHEMICAL TOILET
DENOTES FUTURE 4' TREE
10..99'
10.7
11.2
'a
6.28' "Ib
%N 16.22'
10.1
211.51�
10.5
A, 24.83,
35.82'
9.D8'
.Ooyp�-
04
9.8
A/C PADS HAVE A 3- SIDE/REAR SETBACK
--SETB CKS-- SOD BREAKDOWN
FIR 7-20 FEET FROM FACE OF GARAGE TO BACK OF RIGHT OF AY AND TOTAL LOT AREA 9,250 Sq.Ft.
15 FEET FROM BUILDING FACE OR PORCH TO BACK OF RIGHT OF WAY; R/W TO CURB 787 Sq.Ft.
EX PT CORNER/DOUBUE-FRDNTAGE LOTS,FOR WHICH ME NON-ADDRESS 0. 61 GROSS SOD AREA 10,037 Sq.Ft
FROE T/SIDE MINIMUM YARD SHALL BE ID FEET FROM GARAGE OR BUILDING
FAOCEN TO BACK OF RIGHT OF WAY. DEDUCTIONS
FOUNDATION SLAB 2.954 Sq.Ft.
DRIVEWAY 609 Sq.Ft.
I BEARINGS ARE BASED ONI THE CENTERILIME OF ARITIME OAK DRIVE AS BEING N3B*23'O4`W LEAD WALK 35 Sq.Ft.
2 DRAIN GE ELEVATIONS SHOWN HEREON ARE BASED ONI NAVID 198B, SIDEWALK AREA 0 Sq.Ft.
3 THE LANDS HOWN HEREON LIE WITHIN FLOOD ZONE"X*AS DEPICTED ON THE FLOOD INSURANCE RATE MAP A/C PAD(S)&GARAGE 9
IF�R M)COMMUNITY NUMBER 120077.PANEL NUMBER 0405H.DATED JUNE 3.2013,THE FLOW ZONES SHOWN ON Sq.Ft.
THIS SITE PLAN ARE SCALED OFF OF THE F. M.A.F.I.R.M.MAPS AMID ARE FOR REFERENCE ONLY.ME F,I.R.M. SERVICE DOOR SLAB __
INFORMATION AND D UNEATONI'S ON THIS SITE PLAN ARE VALID ONLY FOR DATES UP TO AND INCLUDING THE DATE WATER/CONSERVATION 0 S%Ft.
OF SITE PLAN.MERE MAY HAVE BEEN SUBSEO ENT REVISIONS AFTER THIS DATE THAT WILL SUPERSEDE SAID JDJAL
ORMATION INQUIRIES SHOULD BE MADE TO THE COMMUNITYS FLOOD PLANE MANAGEMENT REPOSJTOFFY. _DEDLL]JQR5 3.507 Sq.Ft.
DEPARTME T OF PUBLIC WORKS,CITY OF ATILANMC BEACH. NELSQaARLA 5,430 Sq�Ft.
THIS
IMF
N
C FLOOD MAPS REFERENCED HEREON ARE BASED 0 NAVID 1988.
5�NO UNDERGROUND FWNDATIO�S OR UTILITIES&NO IMPROVEMENTS.OTHER MAN THOSE SHOWN WERE LOCATED
UNDER ME SCOPE OF IS SITE PLAIN.
6.ADDITIONS.DELETIONS AND/OR ANY WITTEN INFORMATION ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED
AND IS NOT AU HORIZED BY THE SIGNING SURVEYOR.
7.THIS MAP IS INTEN ED TO BE VIEWED AT A SCALE OF I'-3V OR SMALLER.
S.ENTRIES&PATIOS DEPICTED AS EXTENDING INTO ME BUILDING RESTRICTKIN LIMITS MUST REMAIN UNCOVERED&
NOT ENCLOSED. LINE TABLE
9.UPLAND ELF ERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL,VEGETATIVE.AND UN(XSTURBED.
ID.DIMENSIONS A E IN FEET AND DECIMAL PARTS THEREOF. LILE DIRECTION LENGTH
11 T IS SITE PLAIN IS ONLY FOR ME LANDS AS DESCRIBED.IT IS NOT A CERTIFICATE OF TITLE.ZONING. �J(P)
EASEMENTS DR FRE DW OF ENCUMBRANCE& I qrierWE 21.28
12 MS SITE KAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS.ENVIROI4MENTALLY SENSITIVE S�.
�IkAS,WILD IFE HABITATS DR JURISDICTIONAL LINES OF ANY FEDERAL.STATE.REGIONAL OR LOCAL AGENCY. L2(P) 49E 67.66
BOARD.A D COMMISSION OR OTHER ENTITY AND ANY UABILITY RESULTING THEREFROM IS NOT ME RESPONSIBILITY
OF ME UNDERSIGNED.
13.UNLESS A COMPARISON IS MADE.MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WIM PLAT VALUES.
4 THIS SITE PLAN IS BASED ON INFORMATION AS PROVIDED BY ME CLIENT. CURVE TABLE
1 5 BUILDING AND IMPROVEMENTS.IF ANY.AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY
LINES ALL BUILDING FES ME SHOWN TO THE FOUNDATION. CURVE RADIUS M.LENGTH CHORD DIRECTION CHORD LENISM DELTA
;6.THIS IS N T A BOUNDARY SURVEY,
7 PUBILC SIDE ALKS DEPICTED HEREON ARE BASED ON THE CONSTRUCTION PLANS. THEY ARE SHOMI FOR Clip)
INFORMA ONAL PURPOSES ONLY AND ARE NOT TO BE REUED UPM FOR CONSTI?UCTION. FOR CORRECT L ATION 50.00 53.91 N21 ID4'-'W 51-- 61-'-'
AND/OR DMENSIONS REFER 70 ME MOST CURRENT SET OF CONSTRUCTION PLANS. MERE IS A MAXIMUM 2x C2(P) 25.OD 5.65 S3-20'09"W 5.63 12-56*2-'
SLOPE ON ALL SIDEWALKS,ALL SIDEWALK AND FLATWORK SHALL,AT A MINIMUM.MEET CURRENT OTY ATLANTIC
SEAC AND ADA STANDARDS.CRO�SLOPES SHALL BE NO MORE THAN 2X THE PDRRM OF THE SIDEWALK WHICH
TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REOUIR MENT.ALSO.PLEASE NOTE THAT
UTILITIES(METER BOXES.VALVES,ETC.)SHALL NOT BE INSTAL ED WTHIN THE SIDEWALK.
I&A/C PADS MUST MAINTAIN 2'AWAY FROM ANY PROPERTY LINE AND CAN NOT ENCROACH INTO A DRAINAGE
EASEMENT DUE TO DRAINAGE PURPOSES.
PREPARED FOR:RIVERSIDE HOMES CERTIFIED TO:RIVERSIDE HOMES
BARTRAM TRML SURVEYING, INC.
LAND SURVEYORS PLANNERS — LAND DEVELOPMENT CONSULTANTS
1501 COUNTY ROAD 316 SUITE NO. 106 (904) 284-2224
GREEN COVE SPRINGS, FL 32043 FAX (904) 284-2256
CERTIFICATE OF AUTHORIZATION LB #6991
—W.—M
LIN
COPYRIGHT @ 2015
NOTATION, F.LITM.FLOOD ZONE
"I HEREBY CERTIFY,that this survey graphically represents The survey hereon was made without benefit of abstract or W/ELEVATION: X(N/A)
the results of a field survey made under my responsible search of title.and therefore the undersigned and Bartrom
direction and complies with the latest Standard.of Trail Surveying make no Certifications regarding information PANEL NO.:
120077 0406H 6/3/13
Proc ice for Surveys as promulgated by the Florida State shown or not shown hereon pertaining to easements, claim,
Boort I,
of easements.Rights-of-way,setback lines.overlaps, FB/PG:
5J_d of Prof ssional Surveyors and Mappers.Chapter
17 FA.C_; Punsuont to section 472.027,Florida Boundary Line disputes.agreements,reservations or other N/A
statues.subject a all notes and notations shown hereon. similar matters which may appear in the abstract,a,search,
N/A N/A This survey is prepared and certified far the exclusive use of DATE: 3/24/15 SCALE: 1.=,301
FIELD WORK COMPLETED MAP ORIGINALLY SI the client named hereon and the survey map and report of
g Q�r C'NO
:u `RTIC4-
a'hPI'n`QI T= e.1'.of'all;.6% ?c'�'nssdl rne r'.'�n'
5 N/A Ih
13 9-15LO14
moppef.
RAYMOND PAUL SUTHERLAND. P.S.M.
STATE OF FLORIDA LICENSE NUMBER LS 6477 DRAM BY: TTH/RR CHECKED BY; DBG SHEET 1 or 1
Doc # 2014278971, OR BK 17003 Page 509, Number Pages: 2, Recorded 12/11/2014
at 03:59 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18.50
Prepared by and return to:
Brent R.Newton,Esquire FILE COPY
Newton&Newton,P.A.
10 192 San Jose Blvd.
Jacksonville,FL 32257
File No. 14-0687A 01tIG101
Permit Number:
Tax Folio Number:
State of. Florida
County of. Duval
NOTICE OF COMMENCEMENT
The undersigned hereby gives notice that improvement will be made to certain real property,and,in accordance with
Chapter 713,Florida Statutes(revised 10-1-96),the following information is provided in this Notice of Commencement:
1. Description of Property: Lot 103,Atlantic Beach Country Club Unit 2, according to plat
thereof as recorded in Plat Book 67,Pages 132 through 137,
of the public records of Duval County,Florida.
2. General Description of Improvements: construction of single family dwelling
3. Owner Information:
a. Name and Address: Riverside Homes ofNorth Florida,Inc.
414 Old Hard Road,Suite 502
Fleming Island,FL 32003
b. Interest in property: Fee Simple
C. Names and address of fee simple title holder(if other than owner):
4. a. Contractor Riverside Homes of North Florida,Inc.
414 Old Hard Road,Suite 502
Fleming Island,FL 32003
b. Contractor's phone number: 904-264-6553 Fax number:
5. Surety:
a.Name and address:
b.Phone number:
c.Amount ofbond:
6. a. Lender:
b. Lender's phone number:
7. a. Persons within the State of Florida designated by Owner upon whom notices or other documents may be
served as provided by Section 713.13(l)(a)(7).,Florida Statutes.
b. Phone numbers of designated persons:
8. a. In addition to himself,Owner designates to
receive a copy of the Lienor's Notice as provided in Section 713.13(l)(b),Florida Statutes.
b. Phone number of person or entity designated by Owner: 904-996-1039
9. Expiration date of Notice of Commencement(the expiration date is I year from date of recording unless a
different date is specified):
OR BK 17003 PAGE 510
FILE COPY
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE
EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER
PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.13,FLORIDA STATUTES,AND
CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A
NOTICE OF COMMENCMENT MUST BE RECORDED AND POSTED ON THE JOB SITE
BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
:&S1 OmEs F=NO INC.
i 6-fi-r B.Wood
�t p 0"'MB
Vice President
POST A COPY OF RECORDED NOTICE AT JOB SITE.
The foregoing instrument was acknowledged before me December 10,2014,by Christopher B.Wood,the Vice President
of Riverside Homes of North Florida,Inc.,who is personally known to me.
J)"ABA
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No, Public i EXpIRES:Jum 25,2DIS
MyCommission Expires: k''.. ft"ThruNOWY—Wd,~
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FORM 405-10
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Flor�lda Department of Business and Professional Regulation - Residential Performance Method
Project Name: Atlantic Beach Country Club Lot 103 Builder Name� Riverside Homes
Street 1765 Maritime Oak Drive Permit Office: Atlantic Beach
City, State, Zip: Atlantic Beach , FL , 32233- Permit Number:
Owner: Jurisdiction: 261100 FILE COPY
Design Location: FL, Jacksonville
1. New construction or existing New(From Plans) 9. Wall Types(2692.8 sqft.) Insulation Area
a. Frame-Wood, Exterior R=19.0 2388.60 ft'
2. Single family or multiple family Single-family b. Frame -Wood, Adjacent R=13.0 165 00 ft2
3. Number of units, if multiple family 1 c. Frame -Wood,Adjacent R=1 9.0 139.17 ft2
4. Number of Bedrooms 3 d� N/A R= ft2
10, Ceiling Types (2340.0 sqft.) Insulation Area
5. Is this a worst case? Yes a. Roof Deck(Unvented) R=21.0 1917.00 ft'
6. Conditioned floor area above grade(ft') 2709 b. Knee Wall (Unvented) R=19.0 423.00 ft2
c. N/A R= ft,
Conclitiored floor area below grade (ft') 0 11. Ducts R ft2
7. Windows(420.2 sqft.) Description Area a. Sup:Attic, Ret:Attic, AH: Attic 6 272
a. U-Factor: Dbl, U=0.34 420.17 ft2
SHGC: SHGC=0.27 12. Cooling systems kBtu/hr Efficiency
b. U-Factor: N/A ft, a. Central Unit 36.0 SEER:15.00
SHGC:
c. U-Factor: N/A ft, 13. Heating systems kBtu/hr Efficiency
SHGC:
d. U-Factor� N/A ft, a. Electric Heat Pump 36.0 HSPF:8.50
SHGC:
Area Weighted Average Overhang Depth: 3.589 ft. 14. Hot water systems
Area Weighted Average SHGC: 0.270 a. Natural Gas Tankless Cap: 1 gallons
8, Floor Types (2709.0 sqft.) Insulation Area EF: 0.590
a. Slab-On-Grade Edge Insulation R=0.0 1917.00 ft' b. Conservation features
b. Floor Over(Dther Space R=0.0 792.00 ft2 None
c. N/A R= ft' 15. Credits None
Glass/Fioorkea� 0.155 Total Proposed Modified Loads� 32.03 PASS
Total Standard Reference Loadsi 54.52
I hereby certify that the plans and specifications covered by Review of the plans and 4V 0
this calculation are in compliance with the Florida Energy specifications covered by this 7
calculation indicates compliance
Code.
with the Florida Energy Code. N
-Ice
Cristina McAnally Before construction is completed LU
PREP
DATE: this building will be inspected for
AREDBY'
compliance with Section 553.908
I hereby certify that t his building, as designed, is in compliance Florida Statutes.
with the Florida En)'-rgy C�Qade.
FIFICIAL
OWNER DATE:
DATE BUILDINGO
- Compliai-.ce requires completion of a Florida Air Barrier and Insulation Inspection Checklist
419/2015 12�08 PM EnergyGaugeD USA- FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6
PROJECT
Title: Atlantic Beach Country Club L Bedrooms: 3 Address Type� Street Address
Building Type: User Conditioned Area: 2709 Lot#
Own a r Total Stories: 2 Block/SubDivision:
#of Units: 1 Worst Case: Yes PlatBook:
Builder Name: Riverside Homes Rotate Angle: 45 Street: 1765 Maritime Oak Driv
Permit Office: Atlantic Beach Cross Ventilation: County: Duval
Jurisdiction: 261100 Whole House Fan: City, State,Zip: Atlantic Beach ,
Family Type: Single-family FL , 32233-
New/Existing: New(From Plans)
Comment: West Indies
CLIMATE
IECC Design Temp Int Design Temp Heating Design Daily Temp
VDesign 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 2709 26298 EEI
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated
1 1 st Floor 1917 19170 Yes 2 1 1 Yes Yes Yes
2 2nd Floor 792 7128 No 2 2 1 Yes Yes Yes
FLOORS
y # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1SIab-On-Grade Edge Insulatio 1st Floor 228 ft 0 1917 ft2 -- 0 0 1
2 Floor Over Other Space 2nd Floor --- 7— 792 ft2 0 0 0 1
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg)
1 Hip Composition shingles 2076 ft2 0 ft2 Medium 0.96 No 0.9 No 21 22.6
ATTIC
V Type Ventilation Vent Ratio(11 in) Area RBS IRCC —
Full attic Unvented 0 1917 ft2 N N
4/9/2015 12:08 PM EnergyGauge(D USA- FIaRes2010 Section 405.4.1 Compliant Software Page 2 of 6
CEILING
# Ceiling Type Space R-Value Area Framing Frac Truss Type
1 Under Attic (Unvented) 1st Floor 22 1917 ft2 0.11 Wood
2 Knee Wall (Unvented) 2nd Floor 19 423 ft2 0.11 Wood
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
V it Omt To �81all Type Space R_V�,he Ft In Ft In Arppi R-Value Frantinn Ah,;nr (,rAr1P0
1 N=>NE Exterior Frame-Wood 1st Floor 19 23 8 10 236.7 ft' 0.23 0.75 0
2 W=>NW Exterior Frame-Wood 1 st Floor 19 7 10 10 78.3 ft' 0.23 0.75 0
3 N=>NE Exterior Frame-Wood 1st Floor 19 16 8 10 166.7 ft' 0.23 0.75 0
4 E=>SE Exterior Frame-Wood 1st Floor 19 55 6 10 555.0 ft2 0.23 0.75 0
5 3=>SW Exterior Frame-Wood 1st Floor 19 16 6 10 165.0 ft2 0.23 0.75 0
6 W=>NW Exterior Frame-Wood 1st Floor 19 4 6 10 45�O ft2 0.23 0.75 0
7 S=>SW Exterior Frame-Wood 1st Floor 19 5 0 10 50.0 ft, 0.23 0.75 0
8 E=>SE Garage Frame-Wood 1st Floor 19 6 11 10 69.2 ft2 0.23 0.75 0
9 S=>SW Garage Frame-Wood 1 st Floor 13 16 6 10 165.0 ft2 0.23 0.75 0
10 S=>SW Garage Frame-Wood 1st Floor 19 7 0 10 70.0 W 0.23 0.75 0
11 W=>NW Exterior Frame-Wood 1 st Floor 19 20 1 10 200.8 ft' 0.23 0.75 0
12 N=>NE ExtPrior Frame-Wood 1st Floor 19 4 7 10 45.8 ft2 0.23 0.75 0
13 W=>NW Exterior Frame-Wood I st Floor 19 16 6 10 165.0 ft2 023 0.75 0
14 N=>NE Exterior Frame-Wood 2nd Floor 19 17 3 10 172.5 ft2 0.23 0.75 0
15 E=>SE Exterior Frame-Wood 2nd Floor 19 31 2 9 280.5 ft2 0.23 0.75 0
16 S=>SW Exterior Frame-Wood 2nd Floor 19 21 11 9 197.3 ft2 0.23 0.75 0
17 W=>NW Exterior Frame-Wood 2nd Floor 19 3 4 9 30.0 ft2 0.23 0.75 0
DOORS
Ornt Door Type Space Storms U-Value Ft Wii dth I n Ft Height I n Area
1 S=>SW Insulated 1st Floor None .46 3 8 24 ft2
2 S=>SW Wood 1 st Floor None .46 2 8 21.3 ft2
WINDOWS
Orientation shown is the entered orientation (=>) changed to Worst Case.
Wall Overhang
V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening
1 N=>NE 1 Vinyl Low-E Double Yes 0.34 0.27 128.0 ft2 9 ft 6 in 10 ft 0 in Drapes/blinds None
2 N=>NE 3 Vinyl Low-E Double Yes 0.34 0.27 54.0 ft, 1 ft 0 in 10 ft 0 in Drapes/blinds None
3 E=>SE 4 Vinyl Low-E Double Yes 0.34 0.27 37.5 ft2 1 ft 0 in 10 ft 0 in Drapes/blinds None
4 E=>SE 4 Vinyl Low-E Double Yes 0.34 0.27 4.5 ft, I ft 0 in 10 ft 0 in Drapes/blinds None
5 E=>SE 4 Vinyl Low-E Double Yes 0.34 0.27 15.0 ft' 1 ft 0 in 10 ft 0 in Drapes/blinds None
6 S=>SW 5 Vinyl Low-E Double Yes 0.34 0.27 37.5 ft2 1 ft 0 in 10 ft 0 in Drapes/blinds None
7 W=>NW 11 Vinyl Low-E Double Yes 0.34 0.27 16�O ft' 1 ft 0 in 10 ft 0 in Drapes/blinds None
8 W=>NW 13 M nyl Low-E Double Yes 0.34 0.27 25.0 ft2 1 ft 0 1 n 10 ft 0 i n Drapes/blinds None
9 N=>NE 14 Vinyl Low-E Double Yes 0.34 0.27 15.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None
10 E=>SE 15 Vinyl Low-E Double Yes 0.34 0.27 25.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None
11 E=>SE 15 Vinyl Low-E Double Yes 0.34 0.27 7.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None
419/2015 12:08 PM EnergyGauge--P) USA- FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6
WINDOWS
Orientation shown is the entered orientation(=>) changed to Worst Case.
Wall Overhang
VOmt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening
12 S=>SW 16 Vinyl Low-E Double Yes 0.34 0.27 17.5 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None
13 S=>SW 16 Vi nyl Low-E Double Yes 0.34 0.27 16.7 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None
14 S=>,$W 16 Vinyl Low-E Double Yes 0.34 0.27 1.5 ft2 1 ft 0 in 1 ft 0 in None None
15 W=>NW 17 Vinyl Low-E Double Yes 0.34 0.27 20.0 fl:2 1 ft 0 in 1 ft 0 in None None
GARAGE
y # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 552.25 ft2 552.25 ft2 64 ft loft 0
INFILTRATION
Scope Method SLA CFM 50 ELA EqLA ACH ACH 50
Wholehouse Best Guess .0003 2131.7 117.03 220.09 .2844 4.8636
HEATINGSYSTEM
V System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump None HSPF: 8.5 36 kBtu/hr sys#1
COOLING SYSTEM
# System Type Subtype Efficiency Capacity Air Flow SHR Block —Ducts—
I Central Unit None SEER: 15 36 kBtu/hr 1080 cfm 0.75 1 sys#1
HOTWATERSYSTEM
# System Type SubType Location---- EF,---- Cap -- Use -- SetPnt Conservation
1 Natural Gas Tankless Garage 059 1 gal 70 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert # Company Name System Model# Collector Model# Area volume FEF
None None ft2
DUCTS
-- Supply Return --- Air CFM 25 CFFA25 H\1AC#
# Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool
Attic 6 272 ft2 Attic 75 fl:2 Default Leakage Attic (Defauft) (Default)
4/9/2015 12:08 PM EnergyGauge(D USA- FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6
TEMPERATURES
Prograrnable Thermostat:N Ceiling Fans:
Coolin Jan Feb Mar JXJ Apr Ma Jun Jul ri Aug r Sep Oct Nov Dec
Heatingg Jan Feb Mar r Mayy ri Jun Jul Aug Sep Oct Nov Dec
Venting Jan H Feb Id Mar May Jun ri Jul Aug i Sep IXI Oct I�x Nov IXI 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 78 78 78 78
PM 78 78 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 68 68 68 68 68 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 68 68
Heating (WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 68 68
MECHANICALVENTILATION
Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System -
None 0 0 0 0 1 - Electric Heat Pump 0% 1 - Central Unit
4/9/2015 12:08 PM EnergyGauge(D 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� 1765 Maritime Oak Drive 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 cfmlsq.ft. Testing or visual inspection required. Fireplaces:
gasketed doors& outdoor combustion air. Must complete envelope
leakage report or visually verify Table 402.4.2.
Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and
controls cooling system. Where forced-air furnace is primary system,
programmable thermostat is required. Heat pumps with supplemental
electric heat must prevent supplemental heat when compressor can
meet the load.
Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the
primary air containment passageways for air distribution systems shall
be considered ducts or plenum chambers, shall be constructed and
sealed in accordance with Section 503.2.7.2 of this code.
403.3.3 Building framing cavities shall not be used as supply ducts.
Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in
Table 403.4.3.2. Provide switch or clearly marked circuit breaker
(electric)or shutoff(gas). Circulating system pipes insulated to = R 2
+accessible manual OFF switch.
Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical
ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level.
No make-up air from attics, crawlspaces, garages or outdoors adjacent
to pools or spas.
SwimmingPools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of= 1
&Spas HP shall have the capability of operating at two or more speeds. Spas
and heated pools must have vapor-retardant covers or a liquid cover or
other means proven to reduce heat loss except if 70% of heat from
site-recovered energy, Off/timer switch required, Gas heaters minimum
thermal efficiency=78% (82%after 4/16/13). Heat pump pool heaters
minimumCOP=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 >1 Olk* must be divided into two
or more stages.
Ceilings/knee walls i 405.2.1 R-1 9 space permitting.
4/9/2015 12:08 PM EnergyGauge,�P�) USA- FlaRes2010 Section 405.4.1 compliant Software Page 6 of 6
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 59
The lower the EnergyPerformance Index, the more efficient the home.
1765 Maritime Oak Drive, Atlantic Beach, FIL, 32233-
1. New construction or existing New(From Plans) 9. Wall Types Insulation Area
a. Frame-Wood, Exterior R=19.0 2388.60 ft'
Z Single family or multiple family Single-family b. Frame-Wood,Adjacent R=13.0 165.00 ft'
3. Number of units,if multiple family 1 c.Frame-Wood,Adjacent R-19.0 139.17 ft2
4. Number of Bedrooms ?) d.N/A R= ft2
10.Ceiling Types Insulation Area
5. Is this a worst case? Yes a. Roof Deck(Unvented) R=21.0 1917.00 ft'
6. Conditioned floor area(ft') 2709 b.Knee Wall(Unvented) R=19.0 42100 ft'
c.N/A R= f12
7. Windows- Description Area 11.Ducts R ft2
a. U-Factori Dbl,U=0.34 420.17 ft2 a.Sup�Attic, Ret:Attic,AH-Attic 6 272
SHGC: SHGC=0.27
b. U-Farlor, N/A ft2 12.Cooling systems kBtu/hr Efficiency
SHGC:
c. U-Factor: N/A ft2 a.Central Unit 36.0 SEER:15.00
SHGC:
d. U-Factor� N/A ft2 13.Heating systems kBtu/hr Efficiency
SHGC� a.Electric Heat Pump 36.0 HSPF:8.50
Area Weighted Average Overhang Depth: 3.589 ft.
Area Weighted Average SHGC: 0.270 14.Hot water systems
8, Floor Types Insulation Area a. Natural Gas Cap- 1 gallons
a.Slab-On-Grade Edge Insulation R=0.0 1917.00 ft, EF:0.59
b.Floor Over Other Space R=0.0 792.00 ft2 b. Conservation featu,-es
c. N/A R= ft2 None
15.Credits None
ceilify that this home ha or Ii with the/Fiforicla Efficiency Code for Building j,11RE Sr4
ne-gy 0
c It ' hi-h will be installed
Construction through th;t1oc e r�sw (or exceeded)
h Ae
__rgy saviTg eaLL"
in this home before fin I in c n. pther%qse, a ne EPL Display Card will be completed
based on installed C e o pl' nt f, ature
Date:
Builder SignaLure:
I, C�l �_'ity/FL Zip,4�ui-iu3tot
Address ofNew Home� 7 1�r or) WrI
*Note: This is not a Building Energy Rating. if your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321)
638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For
information about the Florida Building Code, Energy Consewation, contact the Florida Building Commission's
support staff.
Label i-equired by Section 303.1.3 of the Florida Bulding Code, Energy Conservation, if not DEFAULT.
EnergyGauge@ USA-FlaRes201 0 Section 409.4.1 Compliant Software
TABLE 402.4.2
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name� Atlantic Beach Country Club Lot 103 Builder Name: Riverside Homes
Street: 1765 Maritime Oak Drive Permit Office: Atlantic Beach
City,State,Zip� Atlantic Beach, FL,32233- Permit Number:
Owner: Jurisdiction: 261100
Design Location: IFL,Jacksonville
COMPONENT CRITERIA CHECK
Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in
substantial contact and continuous alignment with building
envelope air barrier.
Breaks or joints in the air barrier are filled or repaired.
Air-permeable insulation is not used as a sealing material.
Air-Dermeable insulation is inside of an air barrier.
Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with
insulation and any gaps are sealed.
Attic access (except unvented attic), knee wall door, or drop down
stair is sealed.
Walls Corners and headers are insulated.
Junction of foundation and sill plate is sealed.
Windows and doors Space between window/door jambs and framing is sealed.
Rim Joists Rim joists are insulated and include an air barrier.
Floors (including Insulation is installed to maintain permanent contact with Underside
above-garage and cantilevered of subfloor decking.
floors)
Crawl space walls Insulation is permanently attached to walls.
Exposed earth in unvented crawl spaces is covered with Class I
Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening
to exterior or unconditioned space are sealed.
Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by
sprayed/blown insulation.
Garage separation Air sealing is provided between the garage and conditioned spaces.
Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall.
Exception—fixtures in conditioned space.
Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is
cut to fit around wiring and plumbing, or sprayed/blown insulation
Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an a;r barrier
separating them from the exterior wall.
Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are
installed.
Common wall Air barrier is installed in common wall between dwelling units.
HVAC register boots HVAC register boots that penetrate building envelope are sealed to
subfloor or drywall.
Fireplace Fireplace walls include an air barrier.
EnergyGauge Ot USA-RaRes201 0 Section 405.4.1 compliant Software
Job:
wrightsoft Project Summary Date: 2015
Entire House By:
A/C Designs of St. Augustine Inc. Plan: West Indies
103 Liberty Center Place,St.Augustine,FIL 32092 Phone:904-829-8898 Fax:904-829-6587
Project Information
For: My Riverside Homes
Notes: Atlantic Beach Country Club Lot 103
Faces north east
Design Information.
Weather: Jacksonville Cecil Field NAS, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 34 'F Outside db 95 'F
Inside db 70 'F Inside db 75 'F
Design TD 36 'F Design TD 20 'F
Daily range M
Relative humidity 50 %
Moisture difference 40 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 28253 Btuh Structure 30477 Btuh
Ducts 0 Btuh Ducts 0 Btuh
Central vent (0 cfm) 0 Bturi Central vent (0 cfm) 0 Btuh
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 28253 Btuh Use manufacturer's data in
Rate/swing multiplier 1.00
Infiltration Equipment sensible load 30477 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Semi-tight 2118 Btuh
Fireplaces 0 Structure
Ducts 0 Btuh
Heating Cooling Central vent (0 cfm) 0 Btuh
Area (ftJ 2709 2709 Equipment latent load 2118 Btuh
Volume (ft� 26298 26298 32595 Btuh
Air changes/hour 0.22 0.11 Equipment total load
Equiv. AVF (cfm) 96 48 Req. total capacity at 0.75 SHR 3.4 ton
Heating Equipment Summary Cooling Equipment Summary
Make Goodman Mfg. Make Goodman Mfg.
Trade GOODMAN JANITROL; AMANA DISTI... Trade GOODMAN; JAN1TROL, AMANA DISTI...
Model S SZ 140361 Cond SSZ 140361 B
AHRI ref 5924429 Coil AVPTC42D14A
AHRI ref 5924429
Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER
Heating input Sensible cooling 25650 Btuh
Heating output 32000 Btuh @ 47'F Latent cooling 8550 Btuh
Temperature rise 26 'F Total cooling 34200 Btuh
Actual air flow 1140 cfm Actual air flow 1140 cfm
Air flow factor 0.040 cfm/Btuh Air flow factor 0.037 cfm/Btuh
Static pressure 0 in H20 Static pressure 0 in H20
Space thermostat Load sensible heat ratio 0.94
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Apr-09 12:05:31
wrightsoft, Right-Suile(P)Universal 2015 15.0.13 RSU01648 Page 1
ACCK . pecificWtantic Beach Country Club Lot 103.rup Calc=MJ8 Front Door faces:NE
ILT1.1. wrightsoft Right-J@ Worksheet Job:
Date: 2015
Entire House B -
A/C Designs of St. Augustine Inc. Pran: West Indies
103 Liberty Center Place Si.Augustine,FL 2,2092 Phone:904-829-8898 Fax:904-829-6587
Entire House 2nd floor
��O�a7
1 Room name 198.0 ft 0 ft
2 Exposed wal! 9.0 ft heat/coot
3 Room height 9.7 ft 792.0 x 1.0 ft
4 Room aimensionc 792.0 fl,2
5 Room area 2709.0 ft2
Ty Construction Ll-vall e Or HTM Area (ft� Load Area (ft� Load
number (Btuh/ft2-'F) (Btuh,'ft1) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh)
Heat Cool Gross NIP/S Heat Coot Gross N/P/S Heat Cool
6 VL 12E Osw 0.068 ne 2.45 1.52 358 257 629 391 144 106 259 161
- 77 0 1635 2971 38 0 807 1466
61A 0.590 ne 21.24 38.59 0 0 0 0
D 11,10 O.6DO ne 21.60 18.90 24 24 518 454
V.V 12E-Osw 0.068 so 2.45 1.52 527 465 1138 708 271 7 17 11
11 L-G 61A 0.590 se 21.24 37.71 62 16 1317 2338 20 3 425 754
12 E Osw 0,068 sw 2.45 1.52 604 425 1040 647 155 '140 343 213
t-G 61A- 0.590 sw 21.24 40.25 179 0 3802 7205 16 0 319 604
w 12E-Osw M68 nw 2.45 1.52 845 753 1843 1147 290 257 629 391
L-G 61 A 0.590 nw 21.24 38.59 92 0 1954 3550 33 0 701 1273
P. 12E-Osw 0.068 - 2.45 0-95 300 279 683 266 0 0 0 0
1 D 11 DO 0.390 ne 14.04 12.28 21 21 295 258 0 0 0 0
P 1613-1 9ad 0.049 1,76 2.69 423 423 746 1140 423 423 746 1140
C 1613-38ad 0.026 0.94 1.43 1917 1917 1794 2741 0 0 0 0
F 22A-tpl O.9B9 35,60 0.00 1917 198 7050 0 0 0 0 0
1202 -65
6 c)AED excursion
1 1 24446 25020 4246 5949
Envelopp lossIgain - ----
3807 1058 1005 279
12 a) InflItration 0 0 1 0 0
b) Rcomventilation
1000 2 500
Internal gains: Occupants @ 250 4 3400 0
Appliances/other
28253 30477 5251 6729
Subtotal(lines 6 to 13)
0 0 0 0
Less external load 0 0
0 0
Less transfer 0 0 0 0
Redistributio 28253 30477 5251 6729
14 Subtotal 0% 0%, 0 0 -0% 0% 0 0
15 Duct
loads - -- 7-
28253 30477] _=5251 6729
51
Total room load 1140 1140 212 252
Air required(cfm) - ---
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2015-Apr-09 12iO5:31
-+k wrilightsc),ft Right-Suite,18 Universal 2015 15.0,13 RSU01648 Page I
pecific�At;antic Lleach Country Club Lot 103.rup Calc=M.18 Front Door faces:NE
+ wrightsoft Right-JO Worksheet Job:
Date: 2015
Entire House B -
A/C Designs of St. Augustine Inc. Pran: West Indies
103 Liberty Center Place,St.Augustine,FL 32092 Phone:904-829-8898 Fax:904-829-6587
1 Room name 1 st floor
2 Exposed wall 198.0 ft
3 Room height 10.0 ft heat/cool
4 Room dimensions 1917.0 x 1.0 ft
5 Room are a 1917.0 ft2
Ty Construction U-value 1 0 r HTM Area (ft� Load Area Load
number (Btuh/ft2_'F) (Btuh/ft) or perimeter (ft) (131: h) or perimeter
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 VV 12E-Osw 0.068 ne 2.45 1.52 214 151 370 230
61A 0.590 ne 21.24 38.59 39 0 828 1505
D 1 1 io� 0 600 ne 2 1 60 18.90 24 24 518 454
12E-Osw 0 068 se 245 1 52 500 458 1121 698
11 1 G 61A 0.590 se 21.24 37.71 42 5 892 1584
1 2E-Osw 0.068 sw 2.45 1.52 449 285 698 434
TLZ 61A 0,590 sw 21.24 40.26 164 0 34133 6601
12E-Osw 0.068 nw 2.45 1.52 555 496 1214 756
61 A 0.590 nw 21.24 38.59 59 0 1253 2277
R 12E-Osw 0.068 - 2.45 0.95 300 279 683 266
L—D 11 DO 0.390 ne 14.04 12.28 21 21 295 258
P 16 B-1 gad 0.049 1.76 2.69 0 0 0 0
C 1 6B-38ad 0.026 0.94 1.43 1917 1917 1794 2741
F 22A-tpl 0.989 35.60 0.00 1917 198 7050 0
6 c)AED excursion -- 1267
Envelope loss/gain 20200 19070
12 a) Infiltration 2802 778
b) Room ventilation 0 0
13 Internal gainsi Occupants @ 250 2 500
Appliances/other 3400
Subtotal(lines 6 to 13) 23002 23749
Less external load 0 0
0 0
Less transfer 0 0
Redistribution 23002 23749
14 Subtotal 0 1 0 0
15 Duct o cls 0% ---
23002 23749
Totalroo m 11 ad 928 888
Air required(cfm)-
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Apr-09 12:05:31
411- vvrightsit:),ft Right-SuiteA Universal 2015 15.0,13 RSU01648 Page 2
Calc=MJ8 Front Door facesi NE
pecific\Atlantic Beach Country Club Lot 103.rup
Level 1
81 cfm
7
108 cfm
81 cfm
Owners
Living 16
12
7 14 6 Wic
Sup Riser 9 cfm 12
108 Orn 18 11
8 1 cfm
41 cfm
6
Dining 4"
B.- KWhen 6 0/WC --6"
13 cfm
16 CfM 62 cfm
6
41 cfm
Stairs 0/E�th
8 Orn
4" 24 c fm
Mud LaUn ---
4- I\ _4
6"
42 cfm
Foyer
150 cfr,,
SStudy
L Wic
Garage
Scale: 1 98
Job#: A/C Designs Page 1
Performed for: 1,03 Liberty Center Place Right-Suite-F)Universal 2015
Riverside Homes 15.0.13 RSUOIW
Saint Augustine,FL 32092 2015-Apr-08 12:27:00
Phone: 904-82M898 Fax:904-829-6587 ...ARiverside Horries\West Indies.rup
level 2
Sup Riser
18"
1140 cihn
Attic z 24-cfm Hall 2 16 91 OfM Bed 2
- 6.1 /---�7
58 c rn
7
4
Loft Stair 2 6 Cfm
Bath 3 Bath 2
12 6 CfM
7 4
58 cfm
LZ *24
cfm 1 Ofm
Hall 2
Be,
6
:�t., -2
r
7
Bed 3
4
7 97 cfm
3 Orn
43 cfm Wic 3
L-EMMEE��
Job#: A/C Designs Scale: 1 :98
Page 2
Performed for: Right-S itet)Universal 2015
Riverside Homes 103 Liberty Center Place ,.uO.13 RSU01648
Saint Alig u stin e, P-32092 2015-Apr-08 12:27:00
Phone:904-829-8898 Fax 904-829-6587 ...\Riverside Homes\VVest Indies.rup
Job:
wrightsoft, Duct System Summary Date: 2015
Entire House By:
Plan: West Indies
A/C Designs
103 Liberty Center Place,Saint Augustine,FL 32092 Phone:904-829-8898 Fax:904-829-6587
Project Information
For: Riverside Homes
Heating Cooling
External static pressure 0.22 in H20 0.22 in H20
Pressure losses 0 in H20 0 in H20
Available static pressure 0.22 in H20 0.22 in H20
Supply/ return available pressure 0.110 f 0.110 in H20 0.110 f 0.110 in H20
Lowest friction rate 0.100 in/100ft 0.100 in/1 00ft
Actual air flow 1140 cfm 1140 cfm
Total effective length CTEL) 272 ft
Supply Branch Detail Table
Design Htg Clg Design Diam HxW Duct Actual Ftg.Eqv
Name (Btuh) (Cf M) (Cf M) F R (i n) (i n) Vlatl Ln (ft) Ln (ft) Trunk
Bath 2 C 120 3 6 0.100 4.0 Ox 0 VlFx 26.8 120.0 st2
Bath 3 C 119 3 6 0.100 4.0 Ox 0 VlFx 30.4 140.0 St8
Bath 4 h 699 24 17 0.100 4.0 Ox 0 VlFx 73.0 19M St5
Bed 2 C 1789 65 91 0,100 7.0 Ox 0 VlFx 21.7 120.0 st2
Bed 3 C 1913 72 97 0.100 7.0 Ox 0 VlFx 31.9 140.0 St8
Dining C 317 16 16 0.100 6.0 Ox 0 VlFx 49.5 1174.0 st4
Hall C 851 42 43 0.100 7.0 Ox 0 VlFx 34.1 140.0 st8
Hall 2 h 705 24 22 0.100 6.0 Ox 0 V1Fx 23.8 120.0 st2
Kitchen In 1178 41 40 0.100 6.0 Ox 0 VlFx 47.6 174.0 st4
Kilchen-A 11 1178 41 40 0,100 6.0 Ox 0 VlFx 50.2 174�O st4
Laun h 244 8 7 0.100 4.0 Ox 0 VlFx 61.7 199.0 St5
Living h 3150 108 96 0,100 7.0 Ox 0 VlFx 34.5 149.0 st3
Living-A In 3150 108 96 0.100 7.0 Ox 0 VlFx 33.8 149.0 st3
Loft C 1138 41 58 0,100 7.0 Ox 0 VlFx 26.0 120.0 st2
Loft-A C 1138 41 58 0,100 7.0 Ox 0 VlFx 35.7 140.0 st8
Mud h 1210 42 33 0,100 4.0 Ox 0 VlFx 59.8 199.0 st5
0/Bath h 1790 62 59 0.100 6.0 Ox 0 VlFx 46.5 169.0 st7
01 Wc 0 263 0 13 0.100 4.0 Ox 0 VlFx 46.1 169.0 st7
0/Wic C 187 4 9 0.100 6.0 Ox 0 VlFx 31.9 149.0 St6
Owners h 2362 81 73 0.100 7.0 Ox 0 VlFx 45.7 149.0 St6
Owners-A h 2362 81 73 0.100 7.0 Ox 0 VlFx 40.0 149,0 St6
Owners-B In 2362 81 73 0.100 6.0 Ox 0 VlFx 47.1 169.0 st7
Study h 4361 150 ill 0.100 8.0 Ox 0 VlFx 60.6 169.0 st7
Wic 3 C 54 2 3 1 0.100 4.0 Ox 0 VIFx 31.5 1 140.0 1 St8
2015-Apr-08 12:26:09
wrightsoft Right-SultWB Universal 2015 15.0.13 RSU01648 Page 1
ACCk ...htsoft files ES\Riverside Hornes\West Indies.rup Calc=MJ8 Front Door faces:
Supply Trunk Detail Table
Trunk Htg. Cig Design Veloc Diam HxW Duct
Name Type (cf M) (cf M) F R (f pm) (in) (i n) Material Trunk
st5 Peak AVF 74 57 0.100 212 8.0 0 x 0 VinIFIx st4
st7 Peak AVF 293 257 0.100 373 12.0 0 x 0 VinIFIx st6
st4 Peak AVF 171 153 0.100 218 12.0 0 x 0 VinIFIx st3
st3 Peak AVF 388 345 0.100 363 14.0 0 x 0 VinIFIx stl
st6 Peak AVF 460 412 0.100 329 16.0 0 x 0 VinIFIx stl
stl Peak AVF 847 757 0.100 480 18.0 0 x 0 VinIFIx
st8 Peak AVF 159 207 0,100 263 12.0 0 x 0 VinIFIx st2
st2 Peak AVF 293 383 0.100 274 1&0 0 x 0 VinIFIx
Return Branch Detail Table
Grill Htg CIg TEL Design Veloc Diam H x W Stud/Joist Duct
Name Size (in) (cf M) (cf M) (ft) F R Jpm) (i n) (i n) Opening (in) Matl Trunk
rb9 Ox 0 1140 1140 0 0 0 0 Ox 0 VlFx
2015-Apr-08 12:26:09
wrightsoft Right-Suite-E)Universal 2015 15.0.13 RSU01648 Page 2
/CD" ...htsoft files ES\Riverside Hornes\West Inclies.rup calc=MJ8 Front Door faces:
City of Atlantic Beach
APPLICATION NUMBER
Building Department (To be assigned by the Building Departme9tJ.
800 Seminole Road
'5 - S'0-4
Atlantic Beach, Florida 32233-5445
Phone(904)247-5826 - Fax(904)247-5845
E-mail: building-dept@coab.us Date routed: s
Cityweb-site: http://www.coab.us t--A
APPLICATION REVIEW AND TRACKING FORM
04 e �)r
Property Address: XerI7�M 4E DMLrtment review required Yes No
vi r
Applicant: -q!)7a n—n i nf8!,ZI;;�
15F��trator
Project: rn (�ublic Work§,-)
RElic Utilitip_�
Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: XApproved. [:]Denied.
(Circle one.) Comments:
BUILDING
PLANNING&ZONING Reviewed by: Date:
TREE ADMIN. Second Review: ElApproved as revised. FIDenied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: E]Approved as revised. [-]Denied.
Comments:
Reviewed by: Date:
Revised 07/27/10
�z City of Atlantic Beach
Building Department APPLICATION NUMBER
800 Seminole Road (To be assigned by the Building Departm
Atlantic Beach, Florida 32233-5445
Phone(904) 247-5826 - Fax(904)247-5845 A0
E-mail: building-dept@coab.us Date routed: ............. /111111:
Cityweb-site: http://\wxw.coab.us 1111111--�411
APPLICATION REVIEW AND TRACKING FORM
Property Address: .. Department review required Yes No
Applicant: vi r Si A (f, anning &Z�
'trator
Project: ublic Work
. util,
Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St. Johns River Water Management 61-s-trict
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: [qA/pproved. [-]Denied.
(Circle one.) Comments:
CE5P
PLANNING &ZONING Reviewed bv: Date-
TREE ADMIN.
Second Review: DApproved as revised..n[0:]]D ied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: []Approved as revised. nDenied.
Comments:
Reviewed by: Date:
Revised 07/27/10
jy�' City of Atlantic Beach
A RECEIVED1 APPLICATION NUMBER
Building Department (To be assigned by the Building Departmeot.)
800 Seminole Road
Atlantic Beach, Florida 32233-5445 MAY 0 5 9015
S'0�- lee
Phone(904)247-5826 - Fax(904)247-5845
-mail: buifding-dept@coab.us
E 1BY: Date routed:
Cityweb-site. http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
r__' 4�'t C ;�r
Property Address: 1766 Xtrl 7�M Department review required Yes No
V Mannin
Applicant: V, r _q &Z
. 'Strator
Project: ublic Works
.41ic=Utilities
Public Safety
Fire Services
Review fee $ Dept Signature..
Other Agency Review or Permit Required Review or Date
of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St. Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other.
APPLICATION STATUS
Reviewing Department First Review: FI/Approved. DDenied.
(Circle one.) Comments:
BUILDING
PLANNING &ZONING
TREE ADMIN. Reviewed by: Date:
Second Review: DApproved as revised. DDenied.
i ZtL1U.VVUt7kb mments:
PUBLIAUTT�ILITIES
IS-15_/ 57
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: []Approved as revised. F]Denied
Comments:
Reviewed by: Date.-
Revised 07/27/10
q-
City of Atlantic Beach
T APPLICATION NUMBER
Building Department (To be assigned by the Building Departme9tJ
800 Seminole Road
9 Atlantic Beach, Florida 32233-5445 r
Phone(904)247-5826 - Fax(904)247-5845 Date rout
E-mail� building-dept@coab.us ed:
Cityweb-site. http://vvww.coab.us .1
APPLICATION REVIEW AND TRACKING FORM
'�)A 4- '�)r
Property Address: / 766" X4ri*7�m OLDe artment review required Yes-
Applicant: ann no &Z
Project: ubl'111c Wo.rk. �trator
lic Utilities
Public Safety
Fire Services
Review fee $ Dept Sicinature
Other Agency Review or Permit Required Review or Date
of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St- Johns River Water Managern ent District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLIC.ATION STATUS
Reviewing Department First Review: E[Approved. E]Denied.
(Circle one.) Comments:
BUILDING
PLANNING &ZONING Reviewed by: Date:
TREE ADMIN.
Second Review: DApproved as revised. denied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: E]Approved as revised. nDenied.
Comments:
Reviewed by: Date:
Revised 07/27/10
CITY OF ATLANTIC BEACH
CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS
800 Seminole Road 904-247-5800
Atlantic Beach, Florida 32233-5445 Fax 904-247-5845
PLEASE SUBMIT(3) COMPLETE SETS OF PLANS WITH APPLICATION.
Date Z/ ac) #
4 . It PERMIT
Job Address 15 s'J'Icsr i 4 trd Oo_� ISSUED BY THE CITY
Permitee: J2 1 v i _-:�i cl�Q i-A Telephone# CA--4,a)3. ,70:p
Permittee Address: .5AA414 JQ:1K
Requesting Permission to Construct:
Location: (Reference to Cross-Street)
1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities,
both aerial and underground and the accurate locations are shown on the sketches.
A Letter of Notification was mailed to the following Utilities/Municipalities:
Jacksonville Electric Authority Yes ( ) No ( ) Date:
Bell South Telephone Company Yes ( ) No ( ) Date:
Ferrell Gas Yes ( ) No Date:
Comcast Yes ( ) No Date:
2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation,
alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public
Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized
hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as
required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is
authorized.
3. All work shall meet City of Atlantic Beach Ar Florida Department of Transportation Standards and be
performed under the supervision of CAN C)I IX 4 -(Contractor's Project
Superintendent)located at R�0 .t 5,1 L-4�,, 4-4 orK D S -Telephone #:
4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee.
5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications
and the manner satisfactory to the city.
6, A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a
part of this permit. Calculations showing any increase in impervious area on owner's lot or in the city
Right of Way are to be included with this application.
7. This permittee shall commence actual construction in good faith with days. If the beginning date is
more than 60 days from date of permit approval, then permittee must review the permit with the Director of
Public Works to make sure no changes have occurred in the area that would affect the permitted construction.
8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the
City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all
times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and
against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted
exercises by the holder of the aforesaid rights and privileges.
9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again
immediately upon completion.
OWNER OW P.1�� Notary Public State of Florida
01 erpAtteb
e
0 m_,.s,..EE 860279
e sl 110 01
_; 6�
8/;2
Amber Atteberry
ly C
L
_xP r
Signed: Date:A-Q57- 1 '5 v%- � 0
77�1 `%e,f g4 My Commission EE 860279
Before me this c)c-t+ day of in the County of Duval, *'P Lores 11108/2016
State Of Florida,has personally appeared
Notary Public at Large Stat f F orida,County of Duval. 6L
My commission expir( 'Personally Kno-w-n:
Produced Identification:
R.O.W. Permit Attachment of for
R.O.W. Permit issued 200_ Atlantic Beach, FL 32233
Owner's Name:
Property Address:
Subdivision:
Lot#/Block#:
R.E. #:
REVOCABLE ENCROACHMENT PERMIT
THIS REVOCABLE ENCROACHMENT PERMIT, issued on this day of
- -_ 3 2003 by Atlantic Beach, Florida, a municipal corporation organized and existing
under the laws of the State of Florida, hereinafter referred to as "CITY" and,9,%VQ_r-.-,;C4_Q_ 4-At
of Atlantic Beach, Florida, hereinafter referred to as "USER".
WITNESSETH:
That the CITY does hereby grant the USER permission on a revocable basis as described herein the
right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of
Atlantic Beach Right-of-Way/Easement permit numbers noted above (copies attached).
This work is generally described as: Nk-A-A)
Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted
remains subject to relocation or removal on thirty (30) days notice by CITY to the USER, said notice to
USER shall be by certified mail, retum. receipt requested, to the following address:
/a Jdrksopiville,
The depositing of said notice of cancellation in the United States mail shall constitute the notice of
cancellation and the burden is upon USER to keep the CITY informed of USER's proper address.
The USER shall promptly make any and all necessary repairs to any facility erected or maintained in
the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe
condition.
In the event it is necessary for the CITY or the City's approved representative or other franchised
utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's
sole expense, any and all material necessarily displaced during the action of maintaining, repairing,
operating, replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider.
The facilities allowed by the permit shall meet the current requirements of the City Code, Building
Codes, Land Development Code, and all other land use and code requirements of the CITY, including
City Code Section 19-7 (h) which states "Driveways that cross sidewalks: City sidewalks may not be
replaced with other materials, but must be replaced with smooth concrete left natural in color so that it
matches the existing and adjoining sidewalks."
Pagel of2
The USER, prior to making any changes from the approved plans and/or method, must obtain
written approval from the City of Atlantic Beach, Public Works Department, for said change. The
USER shall, at the discretion of the CITY, be requested to submit as-built drawings showing the change
within thirty(30) days after the day of completion.
This permit shall insure to the benefit of, and be binding upon, the USER and their respective
successors and assigns.
USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY
laws and/or specifications, to include utilities locate requirements and use limitations/requirements of
public rights-of-way and other public land. USER further agrees that the CITY and its officers and
employees shall be saved harmless by the USER from any of the work herein under the terms of this
permit and that all of said liabilities are hereby assumed by the USER.
DAATE�DAGNED this C�tj day of 12045
By: (/-" �6��
Pr -.��wner
t t
o be signed in presence of the Notary)
STATE OF FLORIDA
COUNTY OF DUVAL
On this IL,"11"day of Apn i 2AL$personally appeared before me, a Notary
Public in and for said County and State, Chr-cs Woozj , the property owner of
A-kofwU . Atlantic Beach, Florida, known to me to be the person(s)
described in and who executed the foregoing instrument; who acknowledged to me that he or she
executed the same freely and voluntarily and for the uses and purposes therein mentioned.
#0 Notary PuNic State of Florida
Amber Atteberry
my commission EE 8502T9
��,Coiunty and State Expires I lloW2016
in fbf N7
CITY OF ATLANTIC BEACH, FLORIDA, a
municipal corporation:
Approved:
Ricky L. Carper, Public Works Director
For Permits where city sidewalk is impacted,
City Manager approval required:
Jim Hanson, City Manager
Page 2 of 2
SITE PLAN
LOT 103 AS SHOWN ON PLAT OF
ATLANTIC BEACH COUNTRY CLUB UNIT 2
AS RECORDED IN PLAT BOOK 67, PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL.
GRAPHIC SCALE
30 0 15 30
1 11.3
IN FEET
I inch = 30 ft 00
DENOTES PROPOSED CONCRETE
DENOTES PROPOSED PAVERS
DENOTES CHEMICAL TOILET
DENOTES FUTURE 4- TREE
10
10.99
lo.;0.99
10.7
'Ib
11.2
Ib
40
6.28' 0
IN
16.22*
lb�
CO
21.5�
.,v 24.83' 10.5
.& 35.82' 9.08'
NAVI'46-W
L)
9.8
A/C PADS HAVE A 3- SIDE/REAR SETBACK SOD BREAKDOWN
--SETB CKS-- TOTAL LOT AREA 9.250 Sq.Ft.
FR T-20 FEET FROM FACE OF GARAGE TO BACK OF RIGHT OF WAY AND
15 FEET FROM BUILDING FACE OR POI TO BACK 01�RIGHT OF WAY; R/W TO CURB 787 Sq Ft.
EX EPT CORNER/DOUBLE-FIRONTAGE LOTS.FOR WHICH ME NOM-ADDRESS Is ro 0. GROSS SOD AREA 10.037 Sq.Ft
F DINT
RC /SIDE MINIMUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING DEDUCTION
ACE TO BACK OF RIGHT OF WAY. FOUNDATION SLAB 21954 Sq4 FL
DRIVEWAY 609 Sq.Ft.
LEAD WALK 35 Sq.Ft4
I BEARINGS ARE BASED ON THE CENTERLINE OF MARITIME OAK DRIVE AS BEING N'38'23,04V. SIDEWALK AREA 0 Sq.Ft.
2 DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1980.
3.M LANDS SHOWN HEREON LIE WIMIN FLOOD ZONE*X'AS DEPICTED ON ME FLOOD INSURANCE RATE MAP A/C PAD(S)&GARAGE 9 Sq.Ft4
IF R.M.)COMMUNITY NUMBER 120077,PANEL NUMBER 0406H.DATED.XNE 3.2M3,THE FLOOD ZONES SHOWN ON SERVICE DOOR SLAB
MI SITE PLAN ARE SCALED OFF OF THE F.E.M.A.F.I.R.M.MAPS AND ARE FOR REFERENCE ONLY.ME F 1.R.M.
INFORMATION AND DELINEATION'S ON THIS SIM PLAN ARE VALID ONLY FOR DATES UP TO AND INCLUDING ME DATE /�ONFERV�ATI.N 2
OF "bq FL..
THIS SITE PLAN.THERE MAY HAW BEEN SUBSEOUENT REMSIONS AFTER THIS DATE THAT WILL SUPERS DE SAD q t.
11100"ATI N.INDUIRI S SHOULD BE MADE TO THE COMMUNTY*S FLOOD PLANE MANAGEMENT REPOSITORY.
DEPARTIMEO T"PUBLIC WORKS.CITY OF ATLANTIC BEACH. NEI_SQU__ARFA 6.A30 Sq Ft
N
k FLOOD MAPS REFERENCED HEREON ARE BASED ON NAVD 1988.
�NO UNDERGROUND FOUNDATIONS OR UTILITIES&NO IMPROVEMENTS,OTHER MAN THOSE SHOWN WERE LOCATED
UNDER ME SCOPE OF THIS SITE PLAN.
6.ADDITIONS.DELETIONS AND/OR ANY WITTEN INFORMATION ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED
AND IS NOT AUTHORIZED BY ME SIGNING SURVEYOR.
T THIS MAP IS INTENDED TO BE VIEWED AT A SCALE OF 1"-30'OR WALLER.
B.E.TinES&PATIOS DEPICTED AS EXTENDING INTO ME BUILDING RESWICTION LIMITS MUST REMAIN UNCOVERED& LINE TABLE
NOT ENCLOSED
9.UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL,VEGETATIVE,AND UNDISTURBED. LI E DIRECTION LENGTH
10.DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF.
I TIFICATE OF TITLE.ZONING. O(P) S19'18*411"E 2
El�MIS SITE PLAIN IS ONLY FOR ME LANDS AS DESCRIBED.IT IS NOT A CER
ASEM NTS OR FREEDOM OF ENCUMBRANCES.
1 2.MIS SITE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS,ENVIRONMENTAL Y SENSITIVE L2P) S2W404— A,
AREAS,WILDLIFE HABITATS OR XRISDICTIONAL LINES OF ANY FEDERAL.STATE.REGIONAL OR LOCAL AGENCY.
BOARD.AND COMMISSION OR OTHER ENTITY AND ANY LIABILITY RESULTING THEREFROM IS NOT ME RESPONSIBILITY
or ME UNDERS�Ea
13.UNLESS A COMP RISON IS MADE.MEASURED BEA INGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES.
14.MIS SITE PLAN IS BASED ON INFORMATION S PROVIDED BY ME CLIENT. CURVE TABLE
15.BUILDING AND IMPROVEMENTS.IF ANY,AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY ON DELT
LINES. ALL BUILD NO TIES ARE SHOWN TO THE FOUNDATION. Cut ARC LENGTH CHORD DIRECTI CHORD LENGTH
16 THIS IS HOT A BOUNDARY SURWY, 51.34 61-48-W.
17.PUBLIC SIDEWA KS DEPICTED HEREON ARE BASED ON THE CONSTRUCTION PLANS. THEY ARE SHOWN FOR CI(P) 50M 5191 N21-04-56-W
INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE REUED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION
AND/M DMENSIONS REFER TO ME MOST CURRENT SET OF CONSTRUCTION PL NS. THERE IS A MAXIMUM 2K C2(P) 25.00 5.65 S3'20'09"W 5.63 12-56-21"
SLOPE ON A L SIDEWALKS ALL SIDEWALK AND FLATWORK SHALL�AT A MINIMUM,MEET CURRIE T CITY OF ATLANTIC
BEA H AND ADA STANDARDS.CRO�SLOPES SHALL BE NO MORE MAN 2X TH PORTION OF ME SIDEWALK MICH
MANSWIRMS THROUGH THE DRIVEWAY AMON SMALL ALSO MEET THIS REGUIREMENT.ALSO,PLEASE NOTE MAT
URILITIES(METER BOXES,VALVES.ETC.)SHALL NOT BE INSTALLED MMIN ME SIDEWALK.
I&./C PADS MUST MAINTAIN 2'AWAY FROM ANY PROPERTY LINE AND CAN NOT ENCROACH INTO A DRAINAGE
EASEMENT DUE TO DRAINAGE PURPOSES.
PREPARED FOR:RIVERSIDE HOMES CERTIFIED TO:RIVERSIDE HOMES
BARTRAM TRAIL SURVIEYING, INC.
LAND SURVEYORS PLANNERS - LAND DEVELOPMENT CONSULTANTS
%.7 1501 COUNTY ROAD 315 SUITE NO. 106 (904) 284-2224
GREEN COVE SPRINGS, FL 32043 FAX (904) 284-2268
t1w=W 7111=1
CERTIFICATE OF AUTHORIZATION LB #6991
COPYRIGHT @ 2015
W-
L - NOTATION: F.I.R.M,FLOOD ZONE X(N/A)
"I HEREBY CERTIFY,that this survey graphically represents "survey hereon was made without benefit of abstract or W/ELEVATION:
er my responsible �.rch.1 title, and therefore the undersigned and Bartrom
the results of a field survey made and,
direction and CDmplies With the latest nd.,ds of Trail Surveying make no Certifications regarding information PANEL NO.: 120077 0406H 6/3/13
rmf"L'Fr`a Proc tice for Surveys as promulgated by the Florida State shown or not shown hereon pertaining to easements,claims
Board of Prof 33ional Surveyors and Mappers, Chapter of easements,Rights-of-way. setback lines,overlaps. FB/PG:
5J_17 F-A.C.;'Pursuant to Be tioni 472.1327, Florid. Boundary Line disputes.agreements, reservations or other N/A
IT — I similar matters which may appear in the abstract,or search
statues,subject a oil notes and notations shown herean.
SCALE.
DATE:
N/A N/A This survey is prepared and certified far the exclusive use of 3/24/15 30'
FIELD WORK COMPLETED MAP ORIGINALLY SIGNED th:cclient named hereon and the survey map and report of
t opies thefeof are not valid without the signature and
PRO
h '��.T NO
REISION:
N/A the original raised seal of a Florida licensed surveyor and
M. map'
NUMBER LS 6477 f�DRAWN BY: TTH/M CHECKED BY: DBG SHEET I
RAYMOND PAUL SUTHERLAND, P.S
pper. OF 1
1p=X STATE OF FLORIDA LICENSE
Riverside Homes
Site Information
Atlantic Beach Country Club 103 Duval FILE COPY
Structural Engineer of Record
JEFFREY P ARN
4745 Sutton Park Court, StiFe 4*44 [APEX
Jacksonville, FL 32224 1
WIND LOADING (Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd=1.00)
MWFRS TCLL 20 psf TCLL 40 psf
130 MPH (3 second gust) \ASCE 7-10 TCDL 07 psf TCDL 10 psf
Enclosed Structure (0.18) BCLL 10 psf BCLL 00 psf
Exposure C BCDL 05 psf BCDL 05 psf
Occupancy Category 11 (Res)
FBC201 0 Residential/TPI-2007
Design Program: ITW VIEW 0.00.00
This Package inlcudes 57 truss designs with individual date of design
--- I I NO I JOB ID JTRS IDI DATE
FNO] JOB ID JTRS IDI DATE I NO I JOB ID JTRS ID DATE
1 ABCC1 03 B01 4/27/2015 31 ABCC103 J02 4/27/2015
2 ABCCI 03 F01 4/27/2015 32 ABCC103 J03 4/27/2015
3 ABCC103 F02 4/27/2015 33 ABCC103 T01 4/27/2015
4 ABCC103 F02A 4/27/2015 34 ABCC1 03 T02 4/27/2015
5 ABCC103 F03 4/27/2015 35 ABCC103 T03 4/27/2015
6 ABCC103 F06 4/27/2015 36 ABCC103 T04 4/27/2015
7 ABCC103 F07 4/27/2015 37 ABCC103 T05 4/27/2015
8 ABCC103 F08 4/27/2015 38 ABCC103 T06 4/27/2015
9 ABCC103 F09 4/27/2015 39 ABCC103 T07 4/27/2015
10 ABCC103 F10 4/27/2015 40 ABCC1 03 T08 4/27/2015
11 ABCC103 FG02 4127/2015 41 ABCC1 03 T09 4/27/2015
12 ABCC103 FG03 4/27/2015 42 ABCC1 03 T10 4/27/2015
13 ABCC103 FG04 4/27/2015 43 ABCC103 T11 4/27/2015
14 ABCC103 FG05 4/27/2015 44 ABCC103 T12 4/27/2015
15 ABCC103 FG06 4/27/2015 45 ABCC103 T13 4/27/2015
16 ABCC103 FG07 4/27/2015 46 ABCC103 T14 4/27/2015
17 ABCC103 FGE01 4/27/2015 47 ABCC103 T15 4127/2015
18 ABCC103 FGE03 4/27/2015 48 ABCC103 T16 4/27/2015
19 ABCC103 FGE04 4/27/2015 49 ABCC1 03 T17 4/27/2015
20 ABCC103 FGE04 4/27/2015 50 ABCCI 03 T18 4/27/2015
21 ABCC103 FS01 4/27/2015 51 ABCC103 T1 8A 4/27/2015
22 ABCC1 03 FS02 4/27/2015 52 ABCC103 T19 4/27/2015
23 ABCC1 03 GE01 4/27/2015 53 ABCC103 T20 4/27/2015
24 ABCC103 GE02 4/27/2015 54 ABCC103 T20A 4/27/2015
25 ABCC103 GE03 4/27/2015 55 ABCC103 T21 4/27/2015
26 ABCC103 GE05 4/27/2015 56 ABCC1 03 T22 4/27/20151
5
27 ABCC103 GE06 4127/2015 57 ABCC1 03 T23 4/27/2015
28 ABCC103 GE07 4/27/2015 el( P A,(?
29 ABCC103 HJ01 4/2712015 ��-%�
30 ABCC103 N S
J01 4/27/2015
No 5 4
Apex Technology
Apex Technology is a ficticious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Florida Engineer Business No.'Ziq43L
4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224(904)821-5200 STAT 0
The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings lisfe
above and attached. The suitability and use of each drawing for any particuair building is the responsibility of the Building Designer,p%
ANSIfTPI 1-2002 Section 2
With my seal affixed to this sheet,I hereby cenify that this serves as an index sheet in conformance with Rule 61 G1 5-23.002(2)and
61G15-31.003 of the Florida Board of Professional Engineers
Job#ABCC103 BEARING INFORMATION
CITY SPAN DESCRIPTION BRG# REACTION UPLIFT
1 40'03"00 T09 COMN 6.00112 Pitch 1 -Ply 1 1318.58 404.00
2 1323.93 407.00
1 40'03"00 T10 COMN 6.00/12 Pitch 1 -Ply 1 1318.58 404.00
2 1323.93 406.00
1 40'03"00 T11 COMN 6.00/12 Pitch I -Ply 1 1318.58 206.00
2 1323.93 233.00
1 40'03"00 T12 COMN 6.00/12 Pitch 1 -Ply 1 1318.58 155.00
2 1323.93 208.00
1 40'03"00 T13 COMN 6.00/12 Pitch 1 -Ply 1 1317.79 151.00
2 1321.09 195.00
1 40'03"00 T14 COMN 6.00/12 Pitch 1 -Ply 1 1317.79 152.00
2 1321.09 157.00
1 40'03"00 T15 COMN 6.00/12 Pitch 1 -Ply 1 1318.58 153.00
2 1323.93 154.00
1 18'05"00 T16 COMN 6.00/12 Pitch 1 -Ply 1 646.97 32.00
2 712.13 168.00
3 12'04"08 T17 MONO 6.00/12 Pitch 1 -Ply 1 451.00 0.00
2 488.11 312.00
10 10'04"00 T18 MONO 6.00/12 Pitch 1 -Ply 1 341.90 18-00
2 336.52 89�00
1 10'04"00 T1 8A MONO 6.00/12 Pitch I -Ply 1 936.11 18.00
2 336.52 89.00
1 22'10"00 T19 MONO 6.00/12 Pitch 2-Ply 1 6220.77 1801.00
2 5622.04 1622.00
10 20'11"08 T20 COMN 10.00112 Pitch 1 -Ply 1 826.96 206.00
Or 2 866.23 233.00
1 20'11"08 T20A COMN 10.00/12 Pitch 1 -Ply 1 832.35 252.00
2 921.01 281.00
1 19'02"08 T21 COMN 10.00/12 Pitch 1 -Ply 1 712.53 171.00
2 691.27 230.00
1 01'10"08 T22 MONO 0.00/12 Pitch 2-Ply 1 750.84 237.00
2 60.16 35.00
1 20'11"08 T23 COMN 10.00/12 Pitch 1 -Ply 1 775.23 206.00
2 747.96 233.00
WOODFLOOR
QTY SPAN DESCRIPTION 7 BRG# REACTION UPLIFT
6 13'00"00 F01 SY42 0.00/12 Pitch 1 -Ply 1 655.01 0.00
2 667.88 0.00
3 308.80 0.00
2 2 I'l 0"08 F02 SY42 0.00112 Pitch I -Ply 1 655.23 0.00
2 1324.30 0.00
3 488.10 0.00
2 21'05"08 F02A SY42 0.00/12 Pitch 1 -Ply 1 656.06 0.00
2 1300.51 0.00
3 477.97 0.00
8 12'0700 F03 SY42 0.00/12 Pitch 1 -Ply 1 679.59 0.00
2 679.59 0.00
1 21'10"08 F06 SY42 0.00/12 Pitch 1 -Ply 1 1060.00 0.00
2 1995.03 0.00
3 429.45 0.00
Page 2 of 3
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ABCC103 Ply:2 SEQN:17231 T47 FLOO
Curtin Residence Qty: 1 FROM: R
B01 Wgt:0 0 lbs 04127/15
T
E
B A 1 O'l"2
1 V8
6'3"4 137'12
20'10"8
20'10"8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defil/CSI Criteria A 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: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LQ: 0.001 B 999 53 C 1532 /- /- /- /- 13.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TQ: 0.001 B 999 53 D 11761/- / /3.5
BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 A - - E 2997 /- /- /4.0
Des Ld: 55.00 EXP:NA HORZ(TL): 0.000 A C Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 6.2
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 201 ORES Max TC CSI: 0.000 E Min Brg Width Req= 1.6
Load Duration:1.00 BCDL:NA psf Max BC CSI: 0.000 Bearings C,D,&E Fcperp=565psi.
Spacing:24.0 MWFRS Parallel Dist:NA Max Web CSI: 0.000
C&C Dist a:NA ft Mfg Specified Camber Maximum Bot Chord Forces Per Ply(Ibs)
1:INA GCpi:NA Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:NA VIEW Ver:15.01.00.0226.12 B-C 0 0 B-A 0 0
Lumber
Floor Joist Header:O.O"x1 8.0"1.9E Microllarn LVIL
1 9E Microllam LVIL design properties based on ICC
ES ESR-11387,Reissued 1 Dec.2012.
Nailnote
Nail Schedule:0.131"xY,min.nails
Member : _Rows @_._"o.c.(Each Row)
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
***Warning:Fastening of plies required-
Special Loads
------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00)
From 680plfat 0.00 to 680 plf at 13.25
From 15 plf at 13.25 to 15 plf at 20.87
BC- 337 lb Conc.Load at O�52,Z52,4.52,6.52
8.52,10.52,12.52,13.52
BC-2110 lb Conc.Load at 13.13
BC- 788 lb Conc.Load at 14.94,16.94,18.94
Plating Notes
Plates sized for a minimum of 4.00 sq.in./piece.
Additional Notes
WARNING!Reaction exceeds allowable
Deflection meets L/240 live and U180 total load.
Creep increase factor for dead load is 1.50.
The overall height of this truss excluding overhang is
1-6-0�
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. If BCSI 1-03 has not
been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer eAP E X
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FIL 32224-904.821.5200 FEWNTL9115-111-71M
ABCC103 Ply:1 SEQN:17228 T27 SY42
Curtin Residence Qty: 2 FROM: DR N-
F02 Wgt 1
16.2 lbs ... 04/27/15
544�:: 7 17'7"8 '8
19' 3-1'1
10'4"8 2-TON
2'6"
(TYP)
3X4
A B C D EX5 F W=SX H K
T U 3X4 =.4 4. JX4 L
90
10'1"2
=-3X3
V3 3X4 WM4
.9T S R Q P 0 N M
=-4X5 3X8 4X5
12'5"4 9'5"4 A
21'10"8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A 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(LQ: 0.117 C 999 360 T 655 /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu NA Cs:NA VERT(TQ: 0.216 C 676 240 p, 1324 1- /3.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.029 B - - M 488 /- /5.5
Des Ld: 55.00 EXP:NA HORZ(TL):0.055 B T Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor.1.5 P Min Brg Width Req= 1.5
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 201 ORES Max TC CSI: 0.798 M Min Brg Width Req= 1.5
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.591 Bearings T,P.&M Fcperp=565psi.
Spacing:24.0 MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.321
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs)
1:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:NA WAVE VIEW Ver:15.01.00.0226.12 A-B 1 0 F-G 639 0
Lumber Additional Notes B-C 0-1193 G-H 639 0
C-D 0-1200 H-1 0 -630
Value Set:13B(Effective 6/1/20113) +2x6 continuous strongback.See detail D-E 0-1190 I-J 0 -634
Top chord 4x2 SP#2 STRBRIBR1014 for bracing and bridging E-F 639 0 J-K 1 0
Bot chord 4x2 SP#2 recommendations.
Webs 4x2 SP#3 Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs)
Lumber value set"'I 3B"uses design values The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp.
approved 1/30/2013 by ALSC 1-8-0.
T-S 841 0 P-0 494 -44
Plating Notes S-R 1200 0 O-N 634 0
All plates are 2X4 except as noted. R-Q 718 -51 N-M 631 0
Plates sized for a minimum of 4.00 sq.in./piece. Q-P 718 -51
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-
Chord Spacing(in oc) Start(ft) End(ft) U-T 0 -10 F-P 0 -273
TC 24 0.13 21.50 A-T 0 -102 P-H o -aag
BC 120 0.13 21.50 T-B 0 -989 H-0 372 �0
Apply purlins to any chords above or below fillers B-S 413 0 0-1 0 -172
at 24"OC unless shown otherwise above. S-C 7 -185 N-J 102 -Z7
D-R 0 -301 J-M 0 -742
End Vertical Attachment R-E 675 0 K-M 3 -120
Aftach notched end vertical(s)to next end vertical E-P 0-1121 M-L 0 -11
using(3)qty.10d box or(0.128"x3"min)gun nails,or
(5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire
staples,through wide face;or(3)qty.16-Gauge,1"
Crown(minimum),1-1/2"length wire 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"EX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No�71457
ABCC103 Ply:1 SEQN:17437/T26 SY42
Curtin Residence Qty: 8 FROM: DRW:
F03 Wgt:72.8 lbs 04/27/15
5'4"8 7'2"8 1 127"
5'4"8 1.10" 5'4"8
2'6"---�
(TYP)
III 1k3 ff4 III LX3 III bX3 JX4 111�M
L G
10'11"2
=3X4 =3X4
K H19
�4X
5 �4M
127' -I
A
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L1# Loc R _ I U /Rw /Rh /RL 1W
TCDL: 10.00 Speed: NA mph Pf,NA Ce:NA VERT(LQ: 0.094 C 999 360 K 680 / /5.5
BCLL: 0.00 Enclosure-NA Lu:NA Cs:NA VERT(TQ: 0.186 C 780 240 H 680 / /3.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.022 B - - K Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.044 B H Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings K&H Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.569
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.597 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0 MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.297 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 D-E 0 -1290
1:NA GCpi:NA Plate Type(s): B-C 0-1290 E-F 1 0
Wind Duration:NA WAVE VIEW Ver:15.01.00.0226.12 C-D 0-1298
Lumber
Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs)
Top chord 4x2 SP#2 Chords Tens.Comp. Chords Tens. Comp.
Bot chord 4x2 SP#2 K-J 881 0 I-H 881 0
Webs 4x2 SP#3 J-1 1298 0
Lumber value set"'!3B"uses design values
approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs)
Purlins Webs Tens.Comp. Webs Tens. Comp.
In lieu of structural panels or rigid ceiling use purlins L-K 0 -10 D-1 0 -214
to laterally brace chords as follows A-K 0 -104 I-E 540 0
Chord Spacing(in oc) Start(ft) End(ft) K-B 0-1036 E-H 0 -1036
TC 24 0.13 12.21 B-J 540 0 F-H 0 -104
BC 120 0.13 12.21 J-C 0 -214 H-G 0 -10
Apply purfins 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)city.10d box or(0.128"x3"min)gun nails,or
(5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire
staples,through wide face;or(3)city.16-Gauge,1"
Crown(minimum),1-1/2"length wire staples on each
narrow face.
Additional Notes
+2x6 continuous strongback.See detail
STRBRIBR1 014 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 �APEX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray 001HIMICK-AN—WE
PE No.60839 PE No.58544 PE No.71457
ABCC103 Ply:1 SEQN*17252 T8 SY42
Curtin Residence Qty: 2 FROM: DRW:
F07 Wgt:42.0 lbs, 04127/15
2'10"8 3'10"8 51111.
2'10"8 1 2'0"8
2'6" 1-8"
I111X3 3X3 1111X3 3X3
A B C D
T -7-
3"8
J U E
101"2
1111X3 3X3
H G IF
3X4 1112X4
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria A Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi U# Loc R U /Rw /Rh /RL /W
TCDL: lo.00 Speed: NA mph Pf:NA Ce:NA VERT(LQ: 0.022 H 999 360 1 313 /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TQ: 0.041 H 999 240 F 313 /5.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.010 B - - I Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.018 B F Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings I&F Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.439
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.305 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24-0 MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.168 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 C-D 0 -259
1:NA GCpi:NA Plate Type(s): B-C 0 -266
Wind Duration:NA WAVE VIEW Ver:15.01.00.0226.12 1
Lumber Maximum Bot Chord Forces Per Ply(lbs)
Value Set:13B(Effective 6/112013) Chords Tens.Comp. Chords Tens. Comp.
Top chord 4x2 SP#2 I-H 267 0 G-F 0 -1
Bot chord 4x2 SP#2 H-G 266 0
Webs 4x2 SP#3
Lumber value set"'I 3B"uses design values Maximum Web Forces Per Ply(Ibs)
approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp.
Purlins J-1 0 -11 C-G 0 -176
In lieu of structural panels or rigid ceiling use pudins A-1 0 -120 G-D 353 0
to laterally brace chords as follows: I-B 0 -314 D-F 0 -298
Chord Spacing(in oc) Start(ft) End(ft) B-H 49 -48 F-E 0 -20
TC 24 0.13 5.54
BC 65 0.13 5.54
Apply purtins 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)city.10d box or(0.128"x3"min)gun nails,or
(5)city. 15-Gauge,7/16"Crown,2-1/2"length wire
staples,through wide face:or(3)city.16-Gauge,1"
Crown(minimum),1-1/2"length wire 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,FIL 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
ABCC103 Ply::1 SEQN:17445 T35 SY42
Curtin Residence Qty: 3 FROM: DRW:
F09 Wgt 42.0 lbs 04/27/15
2'10"8 3'110"8 5'111
210"8 1 2-0"8
2'6" 1'8"---�
1111 X3 3X3 III1X3 3X3
A B C D
3-8 j 11
L E
90
ZFJ ,-� 1 O'l"2
—J r
11113�3—�=U3
H G F
3X4 1112X4
5-11" i
Loading Criteria(pso Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CS1 Criteria A Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PIP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.022 H 999 360 1 313 /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.041 H 999 240 F 313 /3.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.010 B - - I Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.018 B F Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings I&F Fcperp=565psi-
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 201 ORES Max TC CSI: 0.439
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.305 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0 MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.168 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 C-D 0 -259
1:NA GCpi:NA Plate Type(s): B-C 0 -266
Wind Duration:NA WAVE VIEW Ver:15.01.00.0226.12
Lumber Maximum Bot Chord Forces Per Ply(Ibs)
Value Set:138(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp.
Top chord 4x2 SP#2 I-H 267 0 G-F 0 -I
Bot chord 4x2 SP#2 H-G 266 0
Webs 4x2 SP#3
Lumber value set"'1313"uses design values Maximum Web Forces Per Ply(lbs)
approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp.
Purlins J-1 0 -11 C-G 0 -176
In lieu of structural panels or rigid ceiling use pudins A-1 0 -120 G-D 353 0
to laterally brace chords as follows: I-B 0 -314 D-F 0 -298
Chord Spacing(in oc) Start(ft) End(ft) B-H 49 -48 F-E 0 -20
TC 24 0.25 5.67
BC 65 0.25 5.67
Apply pudins 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,or
(5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire
staples,through wide face;or(3)qty.16-Gauge,1"
Crown(minimum),1-1/2"length wire 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 rAP E X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
ABCC103 Ply:3 SEQN:17250 T59/FLAT
Curtin Residence Qty: 1 FROM: DR)/V-
FG02 Wgt:327.6 1 bs I / 04/27/15
1'6"4 2'11"8 4'4"12 1 57'4 T10"12 9111,111 10'9"2 1 12'4"9 14-1
1'6"4 1 1'5"4 1'5"4 1 1'2"8 1 2'3"8 1 1'2"151 177 1 177 1 11'87
=_6X8
1116X10 1112X4 1112X4 =_5X7 -_5X7 =_6X6
A B C D E IF G H I i
TF-1 I F____1 7-1
1 O'l"2
III 3X8T S R Q P 0 N M L K 1114XW
110,J1JSX10 EE6X8 1'5"4 5X7 -5X7 EE13M
1 1'5"4 2'9" 1'5"11 1177 1 1177 1'2"15
1'0"12 1'5"4 1 3-11'A 1 5'4"8 8'1"8 97-3 117-10 1 12'10"l 14-11"
2'6" 1
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A 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 IRL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LQ: 0.127 E 999 240 T 6844 / /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TQ: 0.239 E 706 180 K 4900 / /5.5
BCDL: 5.00 Category:NA Snow Duration:INA HORZ(LL): 0.030 A - - T Min Brg Width Req= 2.5
Des Ld: 55.00 EXP:NA HORZ(TL):0.057 A K Min Brg Width Req= 1.8
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 201 ORES Max TC CSI: 0.460
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.638 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0 MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.735 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)110(0) Mfg Specified Camber: A-B 0-1846 F-G 0 -6534
1:NA GCpi:NA Plate Type(s): B-C 0-4020 G-H 0 -5062
Wind Duration:NA WAVE VIEW Ver:15.01.00.0226.12 C-D 0-5583 H-I 0 -3399
Lumber Special Loads D-E 0-6562 I-J 0 -1524
Value Set:13B(Effective 6/1/2013) ---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) E-F 0-6612
Top chord 2x6 SP SS Dense TC-From 200 plf at 0.00 to 200 plf at 1.33
Bot chord 2x6 SP SS Dense TC-From 565 plf at 1.33 to 565 plf at 8.25 Maximum Bot Chord Forces Per Ply(Ibs)
Webs 2x6 SP#2:W2 2x4 SP M-30: TC-From 100plfat 8.25 to 100 plf at 14.08 Chords Tens.Comp. Chords Tens. Comp.
:W4,W6,Wl3,Wl5,Wl72x4SP#2: BC-From 10 plf at 0.00 to 10 plf at 14.08
W8,W1 1 2x4 SP#3: TC- 76 lb Conc.Load at 0.23 T-S 25 0 O-N 5542 0
TC- 434 lb Conc.Load at 2.06 S-R 2638 0 N-M 3903 0
Lumber value set"l 313"uses design values TC- 361 lb Conc.Load at 2.15 R-Q 4622 0 M-L 2101 0
approved 1/30/2013 by ALSC TC- 488 lb Conc.Load at 4.15 Q-P 5994 0 L-K 22 0
TC- 286 lb Conc.Load at 7.67,9.67,11.67,12.94 P-0 6612 0
Nailnote BC- 487 lb Conc.Load at 2.06,4.15,6.06
Nail Schedule:0.131"x3",min.nails BC- 800 lb Conc.Load at 5.67 Maximum Web Forces Per Ply(lbs)
Top Chord:2 Rows @ 4.50"o.c.(Each Row) BC-2081 lb Conc.Load at 7.87 Webs
Bot Chord:1 Row @ 4.00"o.c. Webs Tens.Comp. Tens. Comp.
Webs :1 Row @ 4"o.c. Purlins A-T 0-2178 F-0 0 -680
Repeat nailing as each layer is applied.Use equal In lieu of structural panels or rigid ceiling use purlins A-S 2758 0 O-G 1542 0
spacing between rows and stagger nails in each row to laterally brace chords as follows: S-B 0-2234 G-N 0 -1353
to avoid splitting. Chord Spacing(in oc) Start(ft) End(ft) B-R 2196 0 N-H 1673 0
4"o.c.spacing of nails perpendicular and parallel to TC 24 -0.13 13.96
grain required in area over bearings greater than 4" BC 120 -0.13 13.96 R-C 0-1696 H-M 0 -1422
Apply purlins to any chords above or below fillers C_Q 1526 0 M-1 1872 0
Plating Notes at 24"OC unless shown otherwise above. Q-D 0-1160 I-L 0 -1629
All plates are 4X8 except as noted. The TC of this truss shall be braced with attached D-P 1183 0 L-J 2093 0
Plates sized for a minimum of 4.00 sq.in./piece. spans at 24"OC in lieu of structural sheathing. P-E 28 -492 J-K 0 -1550
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 EX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
ABCC103 Ply:2 SEQN:17274 T53 SPEC
Curtin Residence Qty: 1 FROM: DRW:
FG04 Wgt:98.0 lbs 04/27/15
4'0"12 + 8-1"8
4'0"12 4'0"12
1112X4
A�4M B =4MC
F�
90 W2
11V Li 10T-2
1112X4 L�!<l
F E D
H051 0
4'0"12 4'0"12 1112X�
4'0"12 8'1"8 A
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defil/CSI Criteria A Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PIP Deflection in loc Udefl U# Loc R /U 1Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.019 B 999 240 F 707 /
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.030 B 999 180 D 885 / /3.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.002 A - - F Min Brg Width Req= -
Des Ld: 55.00 EXP:NA HORZ(TL): 0.003 A D Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing D Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 201 ORES MaxTCCSI: 0.119
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.063 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0 MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.349 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 -723 B-C 0 -723
1:NA GCpi:NA Plate Type(s):
Wind Duration:NA WAVE,HS VIEW Ver:15.01 Maximum Bot Chord Forces Per Ply(Ibs)
Lumber Purlins Chords Tens.Comp. Chords Tens. Comp.
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins F-E 25 0 E-D 30 0
Top chord 2x6 SP SS Dense to laterally brace chords as follows:
Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft)
Webs 2x6 SP#2:W2,W4 2x4 SP#3: TC 24 0.00 8.12 Maximum Web Forces Per Ply(Ibs)
BC 97 0.00 8.12 Webs Tens.Comp. Webs Tens. Comp.
Lumber value set"'I 3B"uses design values Apply purlins to any chords above or below fillers
approved 1130/2013 by ALSC at 24"OC unless shown otherwise above. A-F 0 -341 E-C 727 0
A-E 733 0 C-D 0 -430
Nailnote The TC of this truss shall be braced with attached B-E 0 _
Nail Schedule:0.13 1"x3",min.nails spans at 24"OC in lieu of structural sheathing. 447
Top Chord:I Row @ 7.75"O.C. Hangers/Ties
Bot Chord:1 Row @ 12.00"o.c.
Webs :1 Row @ 4"o.c. Recommended hanger connections are based on
Use equal spacing between rows and stagger nails manufacturer tested capacities and calculations.
in each row to avoid splitting. Conditions may exist that require different
connections than indicated.Refer to manufacturer
Special Loads publication for additional information.
------(Lumber Dur.Fac.=1.00 I Plate Dur.Fac.=1.00) Bearing at location x=O' uses the following
TC-From 50 plf at 0.00 to 50 pff at 8.12 support conditions:
BC-From 5 plf at 0.00 to 5 plf at 812 BearingF (0',10'1"2)HTU26-2
TC- 286 lb Conc.Load at 1.88,3.88,5.88,7.1 Supporting Member:(2)2x6 SP SS Dense
(20)0.148"x3"nails into supporting
Plating Notes (1 member,
4)0.148"x3"nails into supported
Plates sized for a minimum of 4.00 sq.in./piece. member-
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 BCS1 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. Flonda Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP EX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
ABCC103 Ply:2 SEQN 17225 T2 FLAT
Curtin Residence Oty: 1 FROM- DRW:
FG05 Wgt:148.4 lbs Page 2 of 2 04/27/15
Hangers/Ties
Recommended hanger connections are based on
manufact u rer tested capacities and calculations.
Conditions may exist that require different
connections than indicated.Refer to manufacturer
publication for additional information.
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=O' uses the following
support conditions:
Bearing H (0',10'1"2)HTU26-2
Supporting Member:(2)1.75xl8 1.9E Microllam LVL
(20)0.148"xY nails into supporting
member,
(14)0.148"x3"nails into supported
member.
Bearing E (12'V8,10'1"2)HTU26-2
Supporting Member:(3)2x6 SP SS Dense
(20)0.148"x3"nails into supporting
member,
(14)0.148"xY nails into supported
member.
NOTES:
1,This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FIL 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
ABCC103 Ply:2 SEQN:17195 1 T32 FLAT
Curtin Residence Qty: 1 FROM: DRW:
FG06 Wgt:28.0 lbs Page 2 of 2 ... 04/27/15
Hangers I Ties
Recommended hanger connections are based on
manufacturer tested capacities and calculations.
Conditions may exist that require different
connections than indicated.Refer to manufacturer
publication for additional information.
Bearing at location x=O' Y=10'1"2 uses the following
support conditions:
Bearing D (0',10'1"2)HTU26-2
Supporting Member:(2)2x6 SP SS Dense
(20)0.148"x3"nails into supporting
member,
(14)0.148"x3"nails into supported
member.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
shoufd 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
ABCC103 Ply:1 SEQN:17188/Ti/SY42
Curtin Residence Qty: 1 FROM: DRW-
FGE01 Wgt 123.2 lbs �Page 1 of 2 ... 04127/15
6'3" 21'2"8 21irl"8
14*11"8
1'6"14 17'10 �9'N�9'N�9'N
AL A B C ?X4 E F G H I J K W=6v IN P Q R S
T 11 H
10'1"2
'A
AKZZAJZ' I AH A
AF AE AD AC AB AA Z III 1X3 Y X W V U T
III1X3 �_21X3 =_3X3 W=3X4III1X3 1111X3 11111X3 IIIIX3 HIIX3 I#1X3 1111X3 IIIlX3 INIX3
21'5"8
21'5"8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) Deff/CSl Criteria A Maximum Reactions(lbs),or*=PLF
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: INA mph Pf:INA Ce:NA VERT(LQ: 0.006 D 999 320 AK-290 / /33.5
BCUL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.012 D 999 240 T' 143 / /184
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 AG - - AK Min Brg Width Req=
Des Ld: 55.00 EXP:NA HORZ(TL): 0.002 AG AG Min Brg Width Req=
NCBCLL: 10.00 Mean Height:INA ft Code I Misc Criteria Creep Factor:1.5 Bearings AK&AG are a rigid surface.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 201 ORES Max TC CSI: 0.603
Load Duration:1.00 BCDL:INA psf TPI Std: 2007 MaxBCCSI: 0.167 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0 MWIFIRS Parallel Dist:NA Rep Factors Used:No MaxWebCSI: 0.100 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 1 0 J-K 1 0
1:NA GCpi:NA Plate Type(s): B-C 1 0 K-L 1 0
Wind Durabon:INA WAVE VIEW Ver:15.01. C-D 14 0 L-M 1 0
Lumber End Vertical Attachment D-E 14 0 M-N 1 0
E-F 1 0 N-0 1 0
Value Set:13B(Effective 6/11/2013) Attach notched end vertical(s)to next end vertical F_G 1 0 O-P 1 0
Top chord 4x2 SP#2 using(3)qty.10d box or(0.128"x3"min)gun nails'or
Bot chord 4x2 SP#2 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire G-H 1 0 P_Q 1 0
Webs 4x2 SP#3 staples,through wide face;or(3)qty-16-Gauge,1" H-1 1 0 Q-R 1 0
Crown(minimum),1-1/2"length wire staples on each I_J 1 0
Lumber value set"I 3B"uses design values narrow face.
approved 1/30/2013 by ALSC Additional Notes Maximum Bot Chord Forces Per Ply fibs)
Special Loads See detail STRBRIBR1014 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp.
-----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) recommendations. AK-AJ 0 -1 AB-AA 0 -1
TC-From 100plfat 0.13to 100plfat 2.79 AJ-Al 0 -1 AA-Z 0 -1
TC-From 300plfat 2.79 to 300 plf at 6.13 Truss must be installed as shown with top chord up. AI-AH 279 0 Z_Y 0 -1
TC-Fronn 100plfat 6.13 to 100 plf at 21.33 The overall height of this truss excluding overhang is AH-AG 279 0 Y_X 0 -1
BC-From 10 plf at 0.00to 10plfat 21.46 1-8-0. AG-AF 0 -1 X_W 0 -1
Plating Notes AF-AE 0 -1 W-V 0 -1
AE-AD 0 1 V_U 0 1
All plates are 2X4 except as noted. AD-AC 0 1 U-T 0 1
Plates sized for a minimum of 4.00 sq.in./piece. AC-AB 0 1
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:
Chord Spacing(in oc) Start(ft) End(ft) AL-AK 0 -8 D-AG 0 -396
TC 24 0.25 21.21 A-AK 0 -58 AG-E 0 -333
BC 120 0.25 21.21 Ak D 0 -402 R-T 0 -51
Apply pudins to any chords above or below fillers D-AH 31 -9 T-S 0 -8
at 24"OC unless shown otherwise above.
Maximum Gable Forces Per Ply(lbs)
Gables Tens.Comp. Gables Tens. Comp.
B-AJ 6 -99 K-Z 0 -133
C-Al 0 -324 M-Y 0 -133
F-AF 40 -26 N-X 0 -133
C,-An 0 -112 O-W 0 -133
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 dudng 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,FIL 32224-904.821.5200 �APEX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 FIE No.58544 PE No.71457
ABCC103 Ply:1 SEQN:17242 T23 SY42
Curtin Residence Qty: 1 FROM: DRW:
FGE03 Wgt:36.4 lbs 04/27/15
1'11 1'2"8 1'2"8 1'1
A B C D E
3"8
L F
10'1"2
K i I H G
1112X4 —5'5"8 1112X4
A -A
5-5"8 1
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw IRh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 E 999 110 K* 102 / /60.0
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 E 999 110 G 64 /- /5.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZLL):-0.000 G - - K Min Brg Width Req= -
Des Ld: 55.00 EXP:NA — HORZ(TL):-0.000 G G Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height�NA ft Code/Misc Criteria Creep Factor:1.5 Bearings K&G Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 201 ORES Max TC CSI: 0.166
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.031 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0 MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.032 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 0 C-D 0 0
1:NA GCpi:NA Plate Type(s): B-C 0 0 D-E 0 0
Wind Duration:NA WAVE VIEW Ver:15.01.00.0226.12
Lumber End Vertical Attachment Maximum Bot Chord Forces Per Ply(lbs)
Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Chords Tens.Comp. Chords Tens. Camp.
Top chord 4x2 SP#3 using(3)qty.I Od box or(0.1 28"x3"min)gun nails,or K-J 0 0 I-H 0 0
Bot chord 4x2 SP#3 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire
Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" J-1 0 0 H-G 0 0
Crown(minimum),1-1/2"length wire staples on each
Lumber value set"l 3B"uses design values narrow fare. Maximum Web Forces Per Ply(Ibs)
approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp.
Bracing L-K 0 -9 E-G 0 -50
Sheathing is required for any longitudinal(drag) A-K 0 -50 G-F 0 -9
forces.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-J 0 -138 D-H 0 -138
All plates are 1X3 except as noted. C-1 0 -132
Plates sized for a minimum of 4.00 sq.in./piece.
Purlins
In lieu of structural panels or rigid ceiling use purfins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.13 508
BC 60 0.13 5.08
Apply purfins 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 fAPEX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
ABCC103 Ply:1 SEQN:17238/T28/SY42
Curtin Residence Qty: 1 FROM: DRW:
FGE04A Wgt:42.0 Itis ... 04/27/15_
01 1 1 17-8 1'2"8 1'2"8--��—1'2"8 4'1'4
AB C D E FG
3"8 P
H
T
90
ri
�ON� --L� K i I
1112X4 III 2X4
6'
6'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defi/CSI Criteria A Maximum Reactions(lbs),or*=PLF
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(LQ: 0.000 B 999 136 0 46 /9 119 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TQ: 0.000 B 999 136 N' 58 /101 /127 /66.5
BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.001 B - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):0.002 B 0 Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 N Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES MaxTCCSI: 0.100 Bearings 0&N Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.050
Spacing:24.0 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.038 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): 8 0 0 D-E 0 0
Wind Duration:1.60 WAVE VIEW Ver.15.01.00-0226.12 B-C 0 0 E-F 0 0
Lumber End Vertical Attachment C-D 0 0 F-G 0 0
Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical
Top chord 4x2 SP#3 using(3)qty.10d box or(0.1 28"x3"min)gun nails or Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 4x2 SP#3 (5)qty- 15-Gauge,7/16"Crown,2-1/2"length wir� Chords Tens.Comp. Chords Tens. Comp.
Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge'1"
Crown(minimum),1-1/2"length wire staples on each O-N 0 0 L-K 0 0
Lumber value set"ll 313"uses design values narrow face. N-M 0 0 K-J 0 0
approved 1/30/2013 by ALSC M-L 0 0 J-1 0 0
Additional Notes
Bracing Provide for complete drainage of roof. Maximum Web Forces Per Ply(Ibs)
Sheathing is required for any longitudinal(drag) Webs Tens.Comp. Webs Tens. Comp.
forces.All connections to be designed by the building Truss must be installed as shown with top chord up.
designer. The overall height of this truss excluding overhang is P-0 0 -9 G-1 11 -24
Fasten rated sheathing to one face of this frame. 1-8-0. A-0 0 -9 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.
Plates sized for a minimum of 4.00 sq.in./piece. B-N 67 -35 E-K 148 -83
Purlins C-M 149 -84 F-J 86 -50
D-L 107 -68
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 5.63
BC 66 0.13 5.63
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAP E X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
ABCC103 Ply:I SEQN:17289 T34 SY42
Curtin Residence Qty: 1 FROM: DRW:
FS02 Wgt 14.0 lbs 04/27/15
1'4"12---�
1111 X3 3X3
A B
L/n
50
"2
�7 77/1111<3
3 17'12–
�—17-12
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L1# Loc R /U /Rw /Rh /RL /W
TCDL: lo.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.001 B 999 158 D* 110 /- /- /- /- /19.8
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 B 999 158 D Min Brg Width Req= -
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 B - - Bearing D Fcperp=565psi.
Des Ld: 5500 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(lbs)
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 201 ORES MaxTCCSI: 0.369 Chords Tens.Comp.
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.089 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)/10(0) Mfg Specified Camber: Maximum Bot Chord Forces Per Ply(lbs)
1:NA GCpi:NA Plate Type(s): Chords Tens.Comp.
Lumber Wind Duration:NA WAVE FVIEW Ver 15 01 00.0226.12 D-C 0 0
Value Set:13B(Effective 6/1/2013) Maximum Web Forces Per Ply(lbs)
Top chord 4x2 SP#3 Webs Tens.Comp. Webs Tens. Comp.
Bot chord 4x2 SP#3
Webs 4x2 SP#3 A-D 0 -82 B-C 0 -82
Lumber value set"l 313"uses design values D-B 0 0
approved 1/30/2013 by ALSC
Purlins
In lieu of structural panels or rigid ceiling use purfins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 1.65
BC 20 0.00 1.65
Apply purfins 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 E X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
ABCC103 Ply:I SEQN:17188 T51 GABIL
Curtin Residence City: 1 FROM: DRW:
GE02 Wgt:35.0 lb, ... 04/27/15
4'9"8 57'
2. -F-t�8
2 11
E
D
12
6 6
1113X3C
bo
3X4 B in
I13X8(E56
A FQ rH
Li 2011
F --9T
57' G
R 3 9:;: 57"
Al"'8 i
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefiI1CS1 Criteria A Maximum Reactions(lbs),or*=PLF
TCLL: 20.00 WindStd: ASCE7-10 Pg:NA Ct:NA CAT:NA PPDeflectionin locUdefi L/# Loc R /U /Rw /Rh IRL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.008 B 999 240 A' 66 /170 /208 /- 1128 /67.0
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.010 B 999 180 Wind reactions based on MWFRS
BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.008 B - - A Min Brg Width Req= -
Des Ld: 32.00 EXP:C HORZ(TL):-0.010 B Bearing A Fcperp=565psi.
NCBCLL:10.00 Mean Height:23.20 ft Code/Misc Criteria Creep Factor:1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES MaxTCCSI: 0.359 Maximum Top Chord Forces Per Ply(lbs)
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.096 Chords Tens.Comp. Chords Tens. Comp.
Spacing:24.0 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.047 A-B 51 -286 C-D 17 -103
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. B-C 40 -252 D-E 6 -18
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 Maximum Bot Chord Forces Per Ply(Ibs)
Lumber Chords Tens.Comp. Chords Tens. Comp.
Value Set:13B(Effective 6/1/20113) A-H 251 -30 G-F 264 -32
Top chord 2x4 SP#3 H-G 263 -32
Bot chord 2x4 SP#3
Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs)
:Lt Slider 2x6 SP#2:BLOCK LENGTH= 1.500' Webs Tens.Comp.
Lumber value set"1313"uses design values
approved 1/30/2013 by ALSC E-F 35 -15
Plating Notes Maximum Gable Forces Per Ply(Ibs)
All plates are 2X4 except as noted. Gables Tens.Comp. Gables Tens. Comp.
Plates sized for a minimum of 4.00 sq.in./piece. C-H 384 -153 D-G 178 -74
Purlins
In lieu of structural panels or rigid ceiling use purfins
to laterally brace chords as follows
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 5.58
BC 67 0.00 5.58
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.
Right end vertical not exposed to wind pressure.
Additional Notes
See DWGS A14030ENC101014&GBLLETIN1014 for
gable wind bracing requirements.
The overall height of this truss excluding overhang is
3-8-2.
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 ka:9-4:021E.11
PE No.60839 PE No.58544 PE No.71457
ABCC103 Ply:1 SEQN:17190 T54 GABIL
Curtin Residence Qty: 1 FROM: DRW:
GE05 Wgt:3
3.6 lb. ... 04/27/15
2::��58 4_ 65"
2�'8 +�;:�8
E
D
12
6 [�7-
�10
6
III3X3C t
3 B
X4 B
11113XB(E"�
A H IFII
20-11
P
65" G
2 8"8
4'-1"'a +5'-5"d
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria A Maximum Reactions(lbs),or*=PLF
TCLL 20.00 Wind Std: ASCE7-10 Pg:NA Ct:INA CAT:NA PP Deflection in loc Udeff U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LQ:-0.007 B 999 240 A 76 /- 140 /124 15.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TQ:-0.009 B 999 180 A' 56 /205 /178 /- /59.5
BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.006 B - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):-0.008 B A Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:23.16 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: 0.340 Bearings A&A Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.077
Spacing:24.0 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.046 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 52 -282 C-D 17 -98
Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 B-C 39 -247 D-E 5 -15
Lumber
Value Set:13B(Effective 6/11/20113) Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#3 A-H 7 -16 G-F 0 -1
Webs 2x4 SP#3 H-G 2 -5
:Lt Slider 2x6 SP#2:BLOCK LENGTH= 1.500'
Lumber value set"'!313"uses design values Maximum Web Forces Per Ply(Ibs)
approved 1/30/2013 by ALSC Webs Tens.Comp.
Plating Notes E-F 27 -12
All plates are 2X4 except as noted.
Plates sized for a minimum of 4.00 sq.in./piece. Maximum Gable Forces Per Ply fibs)
Gables Tens.Comp. Gables Tens. Comp.
Purlins
In lieu of structural panels or rigid ceiling use purfins C-H 380 -150 D-G 177 -73
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -0.33 5.09
BC 65 -0.33 5.09
Apply purfins 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.
Right end vertical not exposed to wind pressure.
Additional Notes
See DWGS A14030ENC101014&GBLLETIN1014 for
gable wind bracing requirements.
The overall height of this truss excluding overhang is
3-7-2.
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 VEX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray Ina"MR-2
PE No.60839 PE No.58544 PE No.71457
ABCC103 Ply:1 SEQN:17239 T1 9 GABL
Curtin Residence Qty: 1 FROM: DRW:
GE07 Wgt:18.2 lbs 04/27/15
i4'' '
2�11��11?2 —5�4
C
12
6 [�7-
B
SO
A F'i
Li 10'1"2
D
q2X4(D8R) E 47'
2:11�:112?
Loading Criteria(psq Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF
TCLL 20.00 WindStd: ASCE7-10 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): 0.001 E 999 240 A' 64 /83 /171 /- /76 /55.0
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 E 999 180 Wind reactions based on MWFRS
BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL):-O.001 C - - A Min Brg Width Req= -
Des Ld: 32-00 EXP:C HORZ(TL):-0.001 C Bearing A Fcperp=565psi.
NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES MaxTCCSI: 0.181 Maximum Top Chord Forces Per Ply(lbs)
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.071 Chords Tens.Comp. Chords Tens. Comp.
Spacing:24.0 MWIFIRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.083 A-B 28 -178 B-C 24 -65
C&C Dist a:3.00 ft FT/RT:30(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:15.01.00.0226.12 Chords Tens.Comp. Chords Tens. Comp.
Lumber A-E 179 -23 E-D 198 -27
Value Set:13B(Effective 6/1/2013)
Top chord 2x4 SP#3 Maximum Web Forces Per Ply(Ibs)
Bot chord 2x4 SP#3 Webs Tens.Comp. Webs Tens. Comp.
Webs 2x4 SP#3
Lumber value set"'I 3B"uses design values B-E 279 -141 C-D 128 -58
approved 1/30/2013 by ALSC
Plating Notes
All plates are 2X4 except as noted.
Plates sized for a minimum of 4.00 sq.in./piece.
Purlins
In lieu of structural panels or ngid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) Endift)
TC 24 0.15 4.58
BC 55 0.00 4.58
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.
Right end vertical not exposed to wind pressure.
Additional Notes
The overall height of this truss excluding overhang is
2-6-0.
NOTES:
1.This drawing is not sufficient alone for instaltation. Additional instructions accompanying this truss drawing,include BCS1 1-03,
should be used in conjunction with the architectural plans dudng installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Flodda 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
ABCC103 Ply:I SEQN:17200 T20 JACK
Curtin Residence Qty: 2 FROM: DRW:
J01 Wgt:9 8 lbs 04/27/15
12 B
6 11,10"1
C)
=3X4 B2
T
67 10T'2
C
L 31 -1
A 31 -AL
Loading Criteria(pso Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs)
TCLL: 20.00 WindStd: ASCE7-10 Pg:NA Ct:NA CAT:NA PPDefiectionin locUdefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 101 /13 153 /52 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 43 /- /17 /1.5
BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.001 C B 77 /49 /45 /1.5
Des Ld: 32.00 EXP:C HORZ(TL): 0.002 C Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Big Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CSI: 0.230 C Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 MaxBCCSI: 0.125 B Min Big Width Req= -
Bearing A Fcperp=565psi,
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)/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:15.01.00.0226.12
Lumber A-B 34 -62
Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#3 Chords Tens.Comp.
Bot chord 2x4 SP#3
Lumber value set"'!3B"uses design values A-C 0 0
approved 1/30/2013 by ALSC
Plating Notes
Plates sized for a minimum of 4.00 sq.in./piece.
Purlins
In lieu of structural panels or ngid ceiling use purfins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 3.00
BC 34 0.08 100
Apply purfins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
2-0-7.
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.,Flodda 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 kna-6:02111-11
PE No.60839 PE No.58544 PE No.71457
ABCC103 Ply:1 SEQN:17204 T1 3 EJAC
Curtin Residence Qty: 5 FROM: DRW
J03 Wgt:21.0 lbs; ... 04/27/15
B
13'10"l
12
6
3X4(B2
A
-T
67
1 O'l"2
C
7'
7'
Loading Criteria(psq Wind Criteria Snow Criteria(Pg,Pf in PSF) Defil/CS1 Criteria A Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE7-10 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 232 /35 /124 /123 15.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 100 /- /42 /1.5
BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.013 C B 178 /110 /104 /1.5
Des Ld: 32.00 EXP:C HORZ(TL):0.026 C Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CSI: 0.936 C Min Brg Width Req= -
Load Duration,1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.415 B Min Brg Width Req= -
Spacing:24.0 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Bearing A Fcperp=565psi.
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs)
GCpi:0.18 Plate Type(s): - Chords Tens.Comp.
Lumber Wind Duration:1.60 WAVE VIEW Ver:15.0-1.00.0226.12 A-B 80 -174
Value Set:13B(Effective 6/112013) Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#2 Chords Tens.Comp.
Bot chord 2x4 SP#2
Lumber value set"ll 3B"uses design values A-C 0 0
approved 1/30/2013 by ALSC
Plating Notes
Plates sized for a minimum of 4.00 sq.in./piece.
Purlins
In lieu of structural panels or rigid ceiling use pudins
to laterally brace chords as follows
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 7.00
BC 82 0.08 7.00
Apply purfins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
4-0-7.
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
ABCC103 Ply:1 SEQN:17182/T3/COMN
Curtin Residence Cty: 7 FROM: DRW:
T02 Wgt:136.5 lbs � ... / 04/27/15
8-r8 21'10"
878 �.10.
8 15X7
12 T1
12
C-6X6(SRS) -��6
w5X5A
o%4X1 42
W7,
1 0*11"
-4X10 3X4 -4X5
H G F X.6
-8".8 2.Vil. 4" 66"
T__
8'2"8 .1 7!7- 1 21'101
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs)
TCLL: 20.00 WindStd: ASCE7-10 Pg:NA Ct:NA CAT:NA PPDeflectionin locUdefl L/# Loc R I U /Rw /Rh /RL 1W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.030 C 999 262 1 742 /373 /347 /342 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.061 C 999 262 E 730 /372 /329 /- /5.5
BCDL: 5.00 Risk Category:11 Snow Durabon:NA HORZ(LL): 0.014 8 - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):0.028 B I Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:26.68 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CSI: 0.880 Bearings I&E Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.972
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:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp- Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 421 -679 C-D 610 -1029
Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 B-C 463 -659
Lumber
Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP#2 31 2x4 SP M-30: Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2 I-H 321 -249 G-F 851 -437
Webs 2x4 SP#3:W7 2x6 SP#2: H-G 851 -437 F-E 164 -194
Lumber value set"l 313"uses design values
approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs)
Plating Notes Webs Tens.Comp. Webs Tens. Comp.
Plates sized for a minimum of 4.00 sq.in./piece. A-1 436 -707 C-F 131 -31
A-H 416 -170 F-D 692 -264
Purlins B-H 341 -206 D-E 517 -698
In lieu of structural panels or rigid ceiling use purlins H-C 571 -523
to laterally brace chords as follows:
Chord Spacing(in oc) Startift) End(ft)
TC 24 0.00 21.83
BC 116 0.00 21.83
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 exposed to wind pressure.
Deflection meets L/240 criteria for brittle and flexible
wall coverings.
Additional Notes
The overall height of this truss excluding overhang is
10-3-10.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCS1 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,FIL 32224-904.821.5200 fAPEX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray knZWE29-111
PE No�60839 PE No.58544 PE No.71457
ABCC103 Ply:I SEQN:17190 T39 SPEC
Curtin Residence Qty: I FROM: DRW:
T04 Wgt:114.8 lbs 04/27/15
222 it"
5. 6*1(r 1'4'.
05X7
12
10 F7
12
-ZZ�6
0)
C%M(SRS)
D M3X3
.5X5A t
1-6LA
F
878
87": 1 1615"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl1CSI Criteria A Maximum Reactions(lbs)
TCLL: 20.00 WindStd: ASCE7-110 Pg:NA Ct:NA CAT:NA PPDeflectionin locUdefi L/# Loc R /U 1Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.007 B 999 240 G 560 /283 /263 1206 /5.5
BCLL: 000 Enclosure:Closed Lu:NA Cs:NA VERT(TQ: 0.015 B 999 197 E 557 /293 /262 /- /5.5
BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.003 B - - Wind reactions based on MWFRS
Des Ld 3200 EXP:C HORZ(TL):-0.006 B G MinBrgWidthReq= 1.5
NCBCLL:10.00 Mean Height:27.80 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES MaxTCCSI: 0.957 Bearings G&E Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.590
Spacing:24.0 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.515 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 278 -487 C-D 69 -45
Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 B-C 311 -460
Lumber
Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2 G-F 234 -2Z7 F-E 186 -125
Webs 2x4 SP#3
Lumber value set"'1313"uses design values Maximum Web Forces Per Ply fibs)
approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp.
Bracing A-G 301 -526 F-C 209 -113
(a)Continuous lateral restraint equally spaced on A-F 257 -75 C-E 415 -597
member. B-F 170 -48 D-E 103 -97
Plating Notes
Plates sized for a minimum of 4.00 sq.in./piece.
Purlins
In lieu of structural panels or rigid ceiling use pudins
to laterally brace chords as follows
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 16.42
BC 120 0.00 16.42
Apply purfins 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.
End verticals not exposed to wind pressure.
Additional Notes
The overall height of this truss excluding overhang is
10-3-10.
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.,Flodda Corporation. Flodda Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP EX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray Hillamia-M-Aw
PE No.60839 PE No.58544 PE No.71457
ABCC103 Ply:I SEQN-17214 T5 COMN
Curtin Residence Qty:4 FROM: DRW:
T06 Wgt:120.4 lbs 04/27/15
12'3"8 2,V7"
6: 2? 6'1"12 0. 6'3"5
D-5X5
12
6 F;;-
I&2X4 Edr2X4
03X413 F k3X4
113XE�E A G 11 3X8(E5)
5)
15 12'1"2
m4X5 jl-I-OHO --4X5
J I H
24!1"8
8-2-'5 4*1"3 R 8'2"5
TF-
87-5 38 1N-1 1 247'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE7-10 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): 0.101 E 999 286 A 849 /253 /366 /156 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.186 E 999 286 K 900 /264 /393 /- /5.5
BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.037 F - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.068 F A Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:15.99 ft Code/Misc Criteria Creep Factor:1.5 K Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.468 Bearings A&K Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.445
Spacing:24.0 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.326 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 915-1528 D-E 807 -1157
Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.00.0226.12 B-C 861 -1386 E-F 789 -1281
Lumber Additional Notes C-D 868-1245 F-G 1395 -1906
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#2 6-11-11. Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP M-31
Webs 2x4 SP#3 A-J 1178 -644 I-H 810 -336
:Lt Slider 2x6 SP#2:BLOCK LENGTH= 1.500' J-1 810 -336 H-G 2145 -1153
:Rt Slider 2x6 SP#2:BLOCK LENGTH= 2.000'
Lumber value set"'1313"uses design values Maximum Web Forces Per Ply(Ibs)
approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp.
Plating Notes C-i 324 -283 D-H 360 -188
Plates sized for a minimum of 4.00 sq.in./piece. J-D 474 -275 H-E 304 -253
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(fl)
TC 24 0.00 24.58
BC 120 0.00 24.58
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right cantilever is 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 Sufton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAPE6X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray HIS-4:0
PE No.60839 PE No.58544 PE No.71457
ABCC103 Ply:1 SEQN:17481 T1 0 COMN
Curtin Residence Qty: 1 FROM: DRW:
T08 Wgt:224.0 lbs 04/27/15
2
1 8 ZY10" �4!
5634 V---
C
6X6
12
6 F,�-
D
5X7 �&5
--5X7
5X5 A a
(a)
T 90
m4X5(B2)
G
191-2
�4)(b ai2MUmM0310
M L K J I H
5� 8'5"12
12'3"8 14' 21 "8
�6: N ilaY
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1/CSI Criteria A Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.293 D 999 482 N 1319 /403 /567 /265 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.575 D 837 482 G 1324 /407 /625 /- /5.5
BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.104 C - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.203 C N Min Brg Width Req= 1.6
NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.6
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES MaxTCCSI: 0.924 Beadngs N&G Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.973
Spacing:24.0 MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.952 Maximum Top Chord Forces Per Ply(lbs)
C&C Dist a:4.03 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 646-1462 D-E 1413 -3046
Wind Duration:1.60 WAVE,HS B-C T74-1562
1 VIEW Ver:15.01.00.0226.12 E-F 1255 -Z709
Lumber Additional Notes C-D T72-1596 F-G 1012 -2357
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP#2:T2 2x4 SP M-30: EI-11-11. Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2
Webs 2x4 SP#3 N-M 250 -207 J-1 2743 -1090
Lumber value set"l 3B"uses design values M-L 1266 -413 I-H 2009 -786
approved 1/30/2013 by ALSC L-K 3059-1242 H-G 2008 -788
K-J 3059-1242
Bracing
(a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(Ibs)
member. Webs Tens.Comp. Webs Tens. Comp.
Plating Notes A-N 585-1290 D-J 173 -192
Plates sized for a minimum of 4.00 sq.in./piece. A-M 1333 -532 J-E 400 -186
M-B 246 -460 E-1 253 -518
Purlins B-L 237 -120 I-F 903 -370
In lieu of structural panels or ngid ceiling use purlins C-L 911 -410 H-F 208 0
to laterally brace chords as follows: L-D 954 -1939
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 000 40.25
BC 76 0.00 40.17
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 exposed to wind pressure.
Deflection meets U240 criteda for brittle and flexible
wall covenngs.
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.,Flodda Corporation. Flonda Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 1A P VEX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
ABCC103 Ply:1 SEQN:17483/T1 2 COMN
Curtin Residence Qty: I FROM: DRW:
T10 Wgt:239.4 lbs ... 04/27/15
8 6 '8 '4 4
"0" 1'�'i_ i�.
F 4.6"i V6 I'T5 62�4' 341"�
C
6X6
12
6 D N5X7 116(4 F
B G t
"45X5
co
5X5 A
> S
�D
=-5X5 B2
H
IM4 M
P 113X8 0 N M L K J I
6' 63"8 1 81 4 1'8" 67'
6' 12'3"8
I- i i4 T2'4 8 2 3 �T`111' 41" 40'3' A
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def11CS1 Criteria A Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE7-110 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): 0187 E 999 482 p 1319 /404 /580 1265 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.368 E 999 482 H 1324 /406 /642 /- /5.5
BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.066 C - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.130 C P Min Brg Width Req= 1.6
NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.6
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.737 Bearings P&H Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.966
Spacing:24.0 MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.733 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:4.03 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 668-1466 E-F 1010 -2070
Wind Duration:1.60 WAVE FVIEW Ver 15 01 00.0226.12 B-C 794-1557 F-G 939 -2068
Lumber Additional Notes C-D 804-15Z7 G-H 1001 -2405
Value Set:13B(Effective 6/11/20113) The overall height of this truss excluding overhang is D-E 1009-2070
Top chord 2x4 SP#2 8-11-11. Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x4 SP M-30:131 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3
Lumber value set"l 3B"uses design values P-0 251 -208 L-K 1782 -645
approved 1/30/2013 by ALSC O-N 1272 -435 K-J 1782 -645
N-M 2017 -765 J-1 2071 -817
Bracing M-L 2017 -765 I-H 2071 -815
(a)Continuous lateral restraint equally spaced on
member. Maximum Web Forces Per Ply(Ibs)
Plating Notes Webs Tens.Comp. Webs Tens. Comp.
Plates sized for a minimum of 4.00 sq.in./piece. A-P 600-1290 D-L 178 -49
A-0 1341 -557 E-L 191 -313
Purlins O-B 254 -463 L-F 439 -196
In lieu of structural panels or rigid ceiling use purlins B-N 205 -110 F-J 265 -80
to laterally brace chords as follows: C-N 1030 -509 J-G 205 -341
Chord Spacing(in oc) Start(fi) End(ft) N-D 656-1206 G-1 152 -6
TC 24 0.00 40.25
BC 98 0.00 40.17
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.
Left end vertical exposed to wind pressure.
Deflection meets U240 criteria for brittle and flexible
wall coverings.
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
ABCC103 SEQN:17485 T29 I COMN
Curtin Residence FROM: D RW-/ ... 04/27/15
T12 lbs
6�02 _7.' 23'11" 31'3"14 4
i2 3,
A
::�4 1"2 6 6'l 7'4"14 -2
m5X7 11&4 E
12
6 77-
0o 5X5 B 146X8
(a) (a)
,03X8A (a) T4
T
9) G-4X5(B2)
IE4 1 O'l"2
�4X5 ---nx3
4A5 M�3M Z-
0 N M L K J H
O'A 2-3"
IIIP8 6' 3
5::,12 1 F 6 2
0"
11,91, 14' 4
12 7 0' 3-11 6 4
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A 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): 0.145 J 999 482 0 1319 /154 /592 /259 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:INA VERT(TL): 0.284 J 999 482 G 1324 /207 /660 /- /5.5
BCDL: 5.00 Risk Category:11 Snow Duration:INA HORZ(LL): 0.062 H - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.122 H 0 Min Brg Width Req= 1.6
NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.6
Soffit: 2.00 TCOL:4.2 psf Bldg Code: FBC 201 ORES Max TC CSI: 0.663 Bearings 0&G Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.980
MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.508 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0 C&C Dist a:4.03 ft FTIRT.30(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 622-1443 D-E 817 -1578
Wind Duration:1.60 WAVE VIEW Ver:15.01. B-C 746-1558 E-F 831 -1826
Lumber Additional Notes C-D 817-1578 F-G 926 -2352
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP#234 2x4 SP M-30: a-8-7. Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2
Webs 2x4 SP#3 O-N 243 -201 K-J 1545 -480
Lumber value set"'1313"uses design values N-M 1255 -426 J-HI 1999 -721
approved 1/30/2013 by ALSC M-L 1324 -397 1- 1 999 -721
L-K 1324 -397 H-G 2000 -720
Bracing
(a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(Ibs)
member. Webs Tens.Comp. Webs Tens. Comp.
Plating Notes A-0 576-1293 D-K 202 -340
Plates sized for a minimum of 4.00 sq.in./piece. A-N 1333 -528 K-E 265 -187
N-B 254 -476 J-F 294 -564
Purlins B-M 145 -90 E-J 403 -122
In lieu of structural panels or rigid ceiling use pudins C-M 130 -55 F-H 243 0
to laterally brace chords as follows: C-K 433 -193
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 40.25
BC 114 0.00 40.17
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 exposed to wind pressure.
Deflection meets U240 criteria for brittle and flexible
wall coveiings.
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. Flonda Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP EX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
ABCC 103 Ply:1 SEQN:17487 T17 COMN
Curtin Residence Qty: 1 FROM: DRW:
T14 Wgt:249.2 lbs � ... / 04/27/15
169" 31'4"2 40'T'
11 -2 6'9"14 4!2!'- N855 5'8"13 8'10"14
5
5X7
12 E
6 F�;;- B 5X5
TI (a) F
20 '-15X5
b (a) AT
(a) (a)
05X5A
T
191"2
3�8 X5 N8 -4X5
N M L K H
III?X8 8'9"9 117 1�9"'.j 4'0"4 6'5"12 3-19- 192"
A 19'9"4 26'3"
8'9"9 '4. .9 30-1- 40'3"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL 1W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.128 E 999 482 N 1318 /151 /597 /314 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.251 E 999 482 G 1321 /156 1664 /- /5.5
BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.043 H - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):0.084 H N Min Brg Width Req= 1.6
NCBCLL: 10.00 Mean Height:15.71 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 15
Bearings N&G Fcperp=565psi-
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.801
Load Duration:1-25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.744
Spacing:24.0 MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.805 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:4.03 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-8 670-1623 D-E 757 -1508
Wind Duration:1.60 WAVE VIEW Ver:15.01.00,0226.127 B-C 736-1470 E-F 991 -2194
Lumber Additional Notes C-D 729-1287 F-G 914 -2340
Value Set:138(Effective 6/11/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#2:Tl,T5 2x4 SP M-30: 10-8-7. Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP M-31:B1 2x4 SP#2:
Webs 2x4 SP#3 N-M 309 -256 J-1 1632 -519
Lumber value set"l 313"uses design values M-L 1374 -430 I-H 1632 -519
approved 1/3012013 by ALSC L-K 1374 -430 H-G 1989 -694
K-J 1222 -309
Bracing
(a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(lbs)
member. Webs Tens.Comp. Webs Tens. Comp.
Plating Notes A-N 577-11279 C-i 310 -157
Plates sized for a minimum of 4.00 sq.in./piece. A-M 1375 -506 J-D 374 -177
M-B 198 -287 J-E 320 -579
Purlins B-K 176 -285 E-H 534 -235
In lieu of structural panels or rigid ceiling use purlins C-K 237 -106 H-F 278 -375
to laterally brace chords as follows:
Chord Spacing(in oc) Starl(ft) End(ft)
TC 24 0.00 40.25
BC 120 0.00 40.17
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 exposed to wind pressure.
Deflection meets U240 criteria for brittle and flexible
wall coverings.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCS1 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 EX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
ABCC103 Ply:I
Curtin Residence Qty: 1
T16 Wgt:119-0 ... 04/27/15
10 1 2*3"
3
Vil '4"153
-3X4E F 13x3
04X8 D
12
o03X4C
04X5 B
Ja)
12X4A
I "1152
-5x 03X8 SIG
Fr4X5 H
10, 8'5"
10' 1
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl11CSI Criteria A Maximum Reactions(lbs)
TCLL: 20.00 WindStd: ASCE7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defi U# Loc R IU /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.040 E 999 240 1 6,47 31 /316 /237 /3-5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.073 E 999 220 G 712 167 /377 /- /3.5
BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.031 F - - Wind reactions based on MWIFIRS
Des Ld: 32.00 EXP:C HORZ(TL)i 0.056 F I Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:17.38 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES MaxTCCSI: 0.567 Bearings I&G Foperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.822
Spacing:24.0 MWIFIRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.836 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 102 -107 D-E 48 -93
WAVE B-C
Wind Duration:1.60 VIEW Ver:15.01.00 0226 12 100 -679 E-F 57 -62
Lumber Additional Notes C-D 114 -610
Value Set:13B(Effective 6/11/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#2 13-10-1- Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2
Webs 2x4 SP#3 I-H 689 -405 H-G 424 -218
Lumber value set"ll 3B"uses design values
approved 1/30/2013 by ALSC Maximum Web Forces Per Ply fibs)
Webs Tens.Comp. Webs Tens. Comp.
Bracing A-[ 142 -163 H-D 404 -114
(a)Continuous lateral restraint equally spaced on I-B 55 -793 D-G 336 -654
member. B-H 242 -218 F-G 122 -138
Plating Notes
Plates sized for a minimum of 4.00 sq.in./piece.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as followsi
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 18.42
BC 120 0.00 18.42
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
NOTES:
1.This drawing is not sufficient alone for installation- Additional instructions accompanying this truss drawing,include BCS1 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 EX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
ABCC103 ply::1 0 SEQN:17286 1 T22 MONO
Curtin Residence Qty I FROM: DRW:
T18 Wgt:49.0 lbs � ... / ... 04/27/15
6'1"5 10'4"
6T'5
C
LA4
12
6 F�;- %2X4 B
20
3X4(132)
r 't'10'1"2
T7
114X5 D
194"
10'4"
Loading Criteria(Psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE7-110 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.008 B 999 240 A 342 /18 /183 1133 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.024 B 999 180 D 337 /89 /217 /- /-
BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.006 D - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):-0.019 D A Min Big Width Req= 1.5
NCBCLL:10.00 Mean Height:15.00 ft Code/Mise Criteria Creep Factor:1.5 D Min Big Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CSI: 0.442 Bearing A Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0319
Spacing:24.0 MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.190 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 74 -376 B-C 34 -73
Wind Duration:1.60 WAVE VIEW Ver:15.01.00.0226.12 Maximum Bot Chord Forces Per Ply(Ibs)
Lumber Wind C&C Chords Tens.Comp.
Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional
Top chord 2x4 SP#2 member design. A-D 280 -212
Bot chord 2x4 SP M-31 Right end vertical not exposed to wind pressure.
Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs)
Lumber value set"'1313"uses design values Additional Notes Webs Tens.Comp. Webs Tens. Comp.
approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is
5-8-7. B-D 266 -351 C-D 104 -76
Plating Notes
Plates sized for a minimum of 4.00 sq.in./piece.
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 10.33
BC 75 0.08 10.33
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
Recommended hanger connections are based on
manufacturer tested capacities and calculations.
Conditions may exist that require different
connections than indicated.Refer to manufacturer
publication for additional information.
Beanng at location x=10'1" uses the following
support conditionsi
Beadng D (1 O'l"'110'1"2)LUS26
Supporting Member:(2)1.75xl8 1.9E Microllam LVL
into supporting
member,
into supported
member.
NOTES:
1,This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation, Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP EX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
ABCC103 Ply:2 SEQN:17225 1 T44 MONO
Curtin Residence Qty- 1 FROM: D RW-/ 04/27/15
T19 Wgt:316.4 lbs
Z!
13T FF7 I.N.
06XIOF
12
6 E
w
03X4D 0)
%2X4 C W5
,3149
IWC5
VAt-" EP
4-"
Tr5 271 T
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs)
TCLL: 20.00 WindStd: ASCE7-10 Pg:NA Ct:NA CAT:NA PPDeflectionin locL/defl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.165 K 999 270 A 6221 /1801 /408 1300 15.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.308 K 879 270 H 5622 /1622 /472 1- /-
BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.081 G - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):-0.151 G A MinBrgWidthReq= 3.3
NCBCU-: 10.00 Mean Height:16.34 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES MaxTCCSI: 0.847 Beadng A Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.948 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0 MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.870 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:3.00 It FT/RT:30(0)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): A-B 1411 -4748 D-E 1300 -4628
Wind Duration:1.60 WAVE,HS VIEW ler:15.01.00.0226.12 B-C 135o-4722 E-F 702 -2473
C-D 1321 -4669 F-G 28 -44
Lumber Special Loads
Value Set:13B(Effective 6/11/2013) -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
TC-From 56 pff at 0.00 to 56 pif at 8.81 Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#2 TC-From 56 plf at 8.81 to 56 plf at 22-83 Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x6 SP SS Dense BC-From 5 plf at o-00 to 5 plf at 10.25
Webs 2x4 SP#304 2x4 SP#2: A-K 4203-1199 J-1 2911 -830
BC-From 25 plf at 10.25 to 25 plf at 11-42 K-J 2911 -830 I-H 1510 -431
:W5 2x4 SP M-30: BC-From 25 plf at 11.42 to 25 plf at 12.67
Lt Slider 2x4 SP#3:BLOCK LENGTH= 2.000' BC-From 5 plf at 12.67 to 5 plf at 1625
Lumber value set"'I 3B"uses design values BC-From 25 pff at 16.25 to 25 plf at 20-17 Maximum Web Forces Per Ply(lbs)
approved 1130/2013 by ALSC BC-From 5 plf at 20.17 to 5 plf at 22-83 Webs Tens.Comp- Webs Tens. Comp.
BC- 748 lb Conc.Load at 0.52
Bracing BC- 866 lb Conc.Load at 2.52,4.52,6.52,8.52 C-K 96 -125 I-F 3247 -879
10.21,11.21,12.90,14.90,16.90,18.90 K-E 2283 -621 F-H 777 -2725
(a)Continuous lateral restraint equally spaced on G-H 62 -64
member. BC- 921 lb Conc.Load at 20.90 E-1 392 -1315
Nailnote Purlins
Nail Schedule:0.131"x3",min.nails I n lieu of structural panels or rigid ceiling use pudins
to laterally brace chords as followsi
Top Chord:1 Row @12.00"O.C. ) Start(ft) End(ft)
Bot Chord:1 Row @ 150"0 C. Chord Spacing(in oc
Webs :1 Row @ 4"o.c. TC 24 0.00 22.83
Use equal spacing between rows and stagger nails BC 120 0.29 22.83
in each row to avoid splitting. Apply purfins to any chords above or below fillers
4"o.c.spacing of nails perpendicular and parallel to at 24"OC unless shown otherwise above.
grain required in area over bearings greater than 4" Loading
Plating Notes Truss passed check for 20 psf additional bottom
Plates sized for a minimum of 4.00 sq.in./piece. chord live load in areas with 42"-high x 24"-wide
clearance
Hangers I Ties Additional Notes
(J)Hanger Support Required,by others The overall height of this truss excluding overhang is
Wind
Wind loads based on MWFRS.
Right end vertical not exposed to wind pressure.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP EX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
ABCC103 Ply:1 __[SEQN:17223 T42 COMN
Curtin Residence Qty: 1 FROM: DRW:
T20A Wgt7 158.9 lbs 04/27/15
A-12
C VSX7
03X3 T2
12
10
(a) (a)
5X5
,4X8A
J_
G E
3X8 61(r4 5'!-�l 2 '4� 5' 3'1 IT
k 6'1�4 1 11 M11-6 i
Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE7-10 Pg:NA Ct:NA CAT:NA PIP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.028 B 999 251 1 832 /252 /332 /293 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.051 B 999 251 E 921 1280 1360 /_ /_
BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.013 B - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL). 0.026 8 1 Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:17.05 ft Code I Misc Criteria Creep Factor:1.5 E Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CSI: 0.866 Bearing I Fcperp�565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.224 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0 MWFIRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.795 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): A-B 300 -928 C-D 267 -652
Wind Duration:1.60 WAVE VIEW Jer:15.01.00.0226.12 B-C 575 -886
Lumber Hangers I Ties Maximum Bot Chord Forces Per Ply(lbs)
Value Set:13B(Effective 6/1/2013) (J)Hanger Support Required,by others Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x4 SIP#2:T2 2x4 SP M-3 1: Loading I-H 299 -3o9 G-F 425 -131
Bot chord 2x6 SIP SS Dense
Webs 2x4 SP#3 Truss passed check for 20 psf additional bottom H-G 425 -131 F-E 0 0
chord live load in areas with 42"-high x 24"-wide
Lumber value set"l 313"uses design values clearance. Maximum Web Forces Per Ply(Ibs)
approved 1/30/2013 by ALSC Wind Webs Tens.Comp. Webs Tens. Comp.
Bracing C-F 125 -125
(a)Continuous lateral restraint equally spaced on Wind loads based on MWFRS. A-1 289 -831
Right end vertical not exposed to wind pressure. A-H 601 -151 F-D 561 -117
member. B-H 379 -3a8 D-E 313 -952
Special Loads Additional Notes H-C 560 -332
-----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) The overall height of this truss excluding overhang is
TC-From 58 plf at 0.00 to 58 plf at 12.00 11-11-7.
TC-From 58 plf at 12.00 to 58 pif at 20.96
BC-From 10 plf at 0.00 to 10 pif at 8.75
BC-From 50 pif at 8.75 to 50 plf at 12-00
BC-From 50 plf at 12.00 to 50 plf at 15.33
BC-From 10 plf at 15.33 to 10 plf at 20-96
BC- 60 lb Conc.Load at 19.08
Plating Notes
Plates sized for a minimum of 4.00 sq.in./piece.
Purlins
In lieu of structural panels or rigid ceiling use purfins
to laterally brace chords as followsi
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 20.96
BC 120 0.00 20.96
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 EX
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
ABCC103 Ply:2 EQN:17221 1 1�5b MUNU
. 1 OM:
Curtin Residence Oty. SFR DRW:
Wgt:28-0 lbs
T22 ... 04/27/15
A=-4X5 1112X4B
F�
LJ
101"2
D 1112X4 4X5 C
1110118
A-
1'10"8
DeffICS1 Criteria A Maximum Reactions(Ibs)
Loading Criteria(Psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) loc L/defi U# Loc R /U /Rw /Rh /RL 1W
TCLL. 20.00 Wind Std: ASCE7-10 Pg:NA Ct:NA CAT:NA PP Deflection in
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.001 A 999 180 D 751 /237 /33 146
BCU_: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 A 999 180 C 60 /34 /44 /-
BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.001 B - - Wind reactions based on MWFRS
HORZ(TL):-0.001 B D Min Brg Width Req=
Des Ld: 32.00 EXP:C C Min Brg Width Req=
NCBCU_: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5
Soffit: TCDL:4.2 psf Bldg Code: FBC 201 ORES MaxTCCSl: 0.010
2.00 .006 Maximum Top Chord Forces Per Ply(lbs)
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0
Spacing:24.0 MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.046 Chords Tens.Comp.
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 0
GCpi:0.18 Plate Type(s): ------- -7 Maximum Bot Chord Forces Per Ply(lbs)
Wind Duration:1.60 WAVE VIEW Ver:15.01.00,0226.-12
Chords Tens.Comp.
Lumber Purlins
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins D-C 15 -17
to laterally brace chords as follows:
Top chord 2x4 SP M-31 Chord Spacing(in oc) Start(ft) End(ft)
Bot chord 2x4 SP M-31 TC 24 0.00 1.88 Maximum Web Forces Per Ply(lbs)
Webs 2x4 SP#3 BC 22 0.00 1.88 Webs Tens.Comp. Webs Tens. Comp.
Lumber value set"Il 3B"uses design values Apply purfins to any chords above or below fillers A-D 121 -370 B-C 31 -25
approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. A-C 23 -21
The TC of this truss shall be braced with attached
Nailnote spans at 24"OC in lieu of structural sheathing.
Nail Schedule:0.131"x3",min.nails
Top Chord:1 Row @ 4�00"O.C. Wind
Bot Chord:I Row @12.00"o.c. Wind loads based on MWFRS with additional C&C
Webs :1 Row @ 4"o.c- member design.
use equal spacing between rows and stagger nails
in each row to avoid splitting. Left end vertical exposed to wind pressure.
Deflection meets U240 criteria for brittle and flexible
Special Loads wall coverings.
--(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Right end vertical not exposed to wind pressure.
TC-From 54 plf at 0.00 to 54 plf at 1.88
BC-From 10 plf at 000 to 10 plf at 1.88
TC- 691 lb Conc.Load at 0.00
Plating Notes
Plates sized for a minimum of 4.00 sq.in./piece.
Hangers I Ties
(J)Hanger Support Required,by others
(J)Hanger Support Required,by others
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
2-0-0.
NOTES: awing,include BCSI 1-03,
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss dr
should be used in conjunction with the architectural plans dudng 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
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�A� l-,19-l-'.2.Z�_1
-11"'Y OF ATLANTIC BEACH
ECEOVE 800 Seminole Road
Atlantic Beach, Florida 32233
Telephone(904)247-5800
M.,2 5 M FAX(904)247-5845
RMSION REQNST SHEET
Date: Received by: Resubmitted:
Permit Number: S- S 0�\-�
Original Plans Examiner: VV�4-r- ProjectName: V*w �'�)Cc
ProjectAddress: t-7 (. ; 0 V\If, L 4ZSk�,"-, L
Contractor: kASL—A c, Contact Name:
kX
Contact Phone Contact e-mail:—r-o pz, \,k
Revision/Plan Check/Permit Fee (s) Due: $
Description of Proposed Revision to Existing Permit:
Q4,
C'
C>
Additional Increase in Building Value: $ Additional S.F.
Site Plan Revised: Public W U Approval:
By signing below. I (print name) 7- we r"A\ affirm that the above revision
is inclusive of the proposed changes.
SjKallire of Contractor/Agent(Contractor must sign if increase in valuation) Date
Office Use Only
Date: Approved: X Rejected: Notified by:
Plan Review Comments: C-rfic-e CCjp Y �o be 3 c a 11 yj cp,/ eol
utxd-ey- 0--p- ronj + 44�, C017 Zra" ��-/o r- 4-o p C YC> 10 C-0 PY,
I
Department review required Yes No
Building
Planning &Zoning
Tree Administrator Plans Examiner
Public Works
fins S7-/ 5--
ublic Utilih
Public Safe y
Fire Services Date Created 9/20/15 Rev-2
eAP E X
MEMORANDUM
July 23, 2015 OFFICE COPY
TO: Riverside Homes
FR: Derek B. Murray, P.E.
RE: Atlantic Beach Country Club, Lot 103
Apex#RS1368
The purpose of this memorandum is to address the following fi-aming issues:
1) As we understand, the (3) 2x 10 No. 2 SYP plank-oriented header located above the rear
sliding glass door is deflecting excessively and needs to be supported at intermediate
locations. Please refer to the attached detail"Section Through Suspended Plank Header."
2) The second level rear wall is balloon framed to the top of parapet and therefore cannot accept
full-height two-story Quick Ties as specified on plan. It is acceptable to use one-story Quick
Ties at the first level and to replace the required Quick Ties at the second level with the
following straps from second level to first level:
• QTA=(1)MSTA36
• QTO=(3)MSTA36
Should you have any further questions or require any further clarification,please call.
S
0
Lu
0010
114, 0 B
P.E
1111411V� 7145-1
07/23/15
4745 Sutton Park Court,Suite 402 Jacksonvifle,FL 32224 Phone 904-821-5200 Fax 904-992-8700 FBPE CA 7547
F THIS REVISION IS IN CONJUNCTION WITH
T IS Vl'
ENGINEERING DRAWINGS BY APEX TECHNOLOGY.
Jo
APEX JOB NUMBER RS1368
APE 17
7x
NUT &WASHER AT 2x8
HEADER
EXTEND 2x8 TO TRUSS CHORD----- DBL 2x8 NO.2 SYP PLANK
EACH SIDE OF HEADER HEADER W1(2)10d
COMMON IN EACH TRUSS
CHORD @ 48"O.C. TO
MATCH THREADED ROD
LOCATIONS
TRUSS CHORD @ 24"O.C.,
SEE PLAN
F
WOOD PANEL SHEATHING REVISED
AT PORCH CEILING, SEE
PLAN
112"-THREADED ROD
ANCHOR @ 48" O.C.
OFFICE COPY
EXTERIOR WALL
SHEATHING W/8d
COMMON @ 6"O.C.
\---NOTCH BOTTOM PLY TO
CONCE R
%
SECTION THRU SUSPENDED PLANK HEADER
4�/
L6
0 Wul
MODIFIED BY APEX TECHNOLOGY
RIVERSIDE HOMES
ATLANTIC BEACH COUNTRY CLUB, LOT 103 Sslo 0
eAP EX SECTION THROUGH SUSPENDED PLANK HEAD '11fil
07-23-2015
o :910.
MON.
ffabal a A FLORIDA CORPORATION'L-- INESS NO T5474745 5UTTON PARK COURI I :4)2,JACKSONVILLE-FL-3=4-9048215200 j
APEX TR5V_iN0LCK3y 15 A FtCTMOU5 NAMF OWNED 51 J�APEX IECHNOLOGY INC,,
THIS REVISION I'S IN CONJUNCTION WITH
ENGINEERING DRAWINGS BY APEX TECHNOLOGY.
APEX JOB NUMBER RS1 368
REVISED BEAM PER PLAN
CA-1 j]
W CEDAR KEY MAP
BEAM TO STRUCTURAL BRACKET W/
%'0 x 12*LONG GALVANIZED LAG
OR(2)GALVANIZED HL33 W/h'O x 3-
eED-
B
EWS To
LAG SCR BEAM&(2)V THRU
BOLTS TO BRACKET
ALL MEMBER TO MEMBER CONNECTIONS
T �E ': UCT F,,
T� C y
Co'
0 BE CONSTRUCTED W/(4)SIPO
MAHOGANY Y�"THICK x Y."WIDE.2 Y.'
LONG FESTOOL DOMINOS SET Wl
OFFICE COPY 1 TITEBOND III WATERPROOF GLUE
BRACKET TO SUPPORTING MEMBER Wf
0 GALVANIZED THRU BOLT Wl NUT AND
WASHER AT EACH E.D.COUNTERSINK AS
NEEDED
STRUCTURAL BRACKETS AT PORCH
(4)24 BUILT UP POST FRAMED IN
WALL OPPOSITE STRUCTURAL
BRACKET TO ACCEPT THRU BOLTS
FASTEN W/(2)ROWS 10d @ 8-O-C
I —ya.
STAGGERED 11 4.6 SYP Frr QR I I
4x6 CEDAR
(4)2x6 TO TOP AND BOTTOM
'PLATES W1(1)A35
:4x4 POST,(2)TOTAL
4x6 SYP PT OR ATTACH EACH BEAM TO POST Wl(2)
GALVANIZED HL33 WOV 0.3-LAG
CEDAR SCREWS TO BEAM&(2))V 0
PER DETAIL, GALVANIZED THRU BOLTS 0 POST
(2)TOTAL
SECOND LEVEL STRUCTURAL
FIRST LEVEL STRUCTURAL FRAMING PLAN
FRAMING PLAN
C-4 F06
T
SYP PT LEDGER.ATTACH TO
WALL STUDS W MIN(2)Y."0
cli LONIG#14 WOODISCREWS
T
2z' z z
Z Z k,
24 PT SYP FLOOR–
LEDGER.ATTAC LL L
WITH SCREWS 0 CD 112
PER NOTE 3.OF 2? LL. LL 2�6 SYP RAFTERS @ MAX 24'O.C.W/2-6 SYP
STRUCTURAL 2x8 NO.2 SYP PT FLOO CEILING JOIST @ EACH RAFTER LOCATION
PLAN SET JOIST@ MAX 16-O-C-� RAFTER Wl(3)10d
19 ATTACH TO LEDGER W1 ATTACH CEILING JOIST TOI
ATTACH EACH RAFTERICE LING."ST TO
LUS28 OR H LEDGERW/(4)lod TOE NAILS&A34
4x4 POST EXTENDED CONT.TO 4'11 5'9-
EDGE OF MCONY BEAR ON BEAM BELOW
ASSHOWN ANCHOR POST TO BEAM
BELOW W/(2)GALVANIZED HL33
Wlyi.0 x3"IAG SCREWS INTO
BEAM;(2)342-0 GALVANIZED SECOND LEVEL ROOF FRAMING PLAN
THRU BOLTS @ POSTS
FIRST LEVEL ROOF FRAMING PLAN
JN
MODIFIED BY APEX TECHNOLOGY
RIVERSIDE HOMES
ATLANTIC BEACH COUNTRY CLUB LOT 103
STRUCTURAL BRACKET ADDENDUM
PEX
3W