1894 SEMINOLE RD - ADDITION PERMIT 1v‘'‘isi
�� CITY OF ATLANTIC BEACH
} , ;? 800 SEMINOLE ROAD
7
ATLANTIC BEACH, FL 32233
'''L.-,__c_);11`- INSPECTION PHONE LINE 247-5814
RESIDENTIAL ADDITION - SINGLE OR TWO FAMILY RESIDENTIAL ADDITION
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
PERMIT INFORMATION:
PERMIT NO: RESA18-0004
Description: residential addition & re-roof
Estimated Value: 33795
Issue Date: 2/22/2018
Expiration Date: 8/21/2018
PROPERTY ADDRESS:
Address: 1894 SEMINOLE RD
RE Number: 172020 0526
PROPERTY OWNER:
Name: BEEBE KEVIN L
Address: 1894 SEMINOLE RD
ATLANTIC BEACH, FL 32233-5916
GENERAL CONTRACTOR INFORMATION:
Name:
Address:
Phone:
Name:
Address:
Phone:
PERMIT INFORMATION:
Please see attached conditions of approval.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT 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 RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions
applicable to this property that may be found in the public records of this county, and there may
be additional permits required from other governmental entities such as water management
districts, state agencies, or federal agencies.
* A notice of Commencement is only required for work exceeding an estimated value of
$2,500. For HVAC work, a Notice of Commencement is only required when HVAC work
exceeds and estimated value of$7,500.
01.4\1J-fit,. City of Atlantic Beach APPLICATION NUMBER
yS4,14 Building Department (To be assigned by the Building Department.)
r800 SeminoleRoad SA i000c(j ;. Atlantic Beach, Florida 32233-5445
k.
Phone(904)247-5826 Fax(904)247-5845 I t L (
k...011 9%' E-mail: building-dept@coab.us Date routed:
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 1%ci 4 S.Q.yr NA ^ . Department review required Yet,/No
B
Applicant: Ok-OAP'1f (Planning &Zoning
Tree Administrator
Project: (LS tLU)- a (letl `l)A 4 bficorks—
�( Public Utilities,
( i DO 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: ❑Approved. EXtbenied. ❑Not applicable
(Circle one.) Comments:
UILDI
PLANNING &ZONING �_,����
Reviewed by: Date: 4
TREE ADMIN. Second Review: Approved as revised. ['Denied. nNot applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: 01' , Date: 2-do-a70/it
FIRE SERVICES Third Review: ['Approved as revised. ❑De ed. ❑Not applicable
Comments:
Reviewed by: Date:
Revised 05/19/2017
•
7') �; CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
r OFFICE COPY ATLANTIC BEACH, FL 32233
(904) 247-5800
r t
BUILDING REVIEW COMMENTS
Date: 2/6/2018
Permit#: RESA18-0004 Site Address: 1894 SEMINOLE RD
Review Status: RE#: 172020 0526
Applicant: Property Owner: BEEBE KEVIN L
Email: Email: hibeebe@yahoo.com
Phone: Phone: 9042268540
THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS.
Revisions may not be submitted until ALL departments have completed their respective reviews.
Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a
few correction items will not be accepted.
Correction Comments:
1. S . _ • • • • • .. - - - - - .. • • -- I window, 8300 Series
2. S . .. . _ - - - - - _ - - - .. . - his project. V.
3. - - •• : ••-. . • - . SS O h..l II' - - • - - . . by the
Fmtgineer-ef-Reeffilr" 4°7-
4. ew addition a name. Resubmit 2 corrected pages.
5. E aFA the=04.7oth Ea*tion of the FBC-Existing Building,Chapter 3,301.3,shoose a Compliance Method, and place this
uctural drawings under DESIGN CODE:.
6. . s .1 • • • - - - ' 'u. = e : Conservation Form R402-2017. 2 copies. I will attach it to this
plam'eview-uummenLs emait1/-
Building
Mike Jones
Building Inspector/Plans Examiner
City of Atlantic Beach
800 Seminole Road
Atlantic Beach, FL 32233
904.247.5844
Email:mjones coab.us
E fa;le Rev'i , Co ev,vv....4AI 2' -2018- IrK
c
Resubmittal Notes:
All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of
completely encircling the change with"clouding".The revision shall also be identified as to the sequence of revision by
indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date
and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which
a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with
revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left
within the set of drawings. Complete new sets of drawings will not be accepted.ADDITIONAL ITEMS MAY BE REQUIRED
DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW.
CITY OF ATLANTIC BEACH
ti
;' AFEB 1 3 2018 800 Seminole Road
h,. h ' Atlantic Beach,Florida 32233
tri,k Iv;
REVISION REQUEST /CORRECTIONS TO PLAN REVIEW COMMENTS
Date 2 13 I Revision to Issued Permit Corrections to Comments Permit# ktS 4-/g"iOl V
IX
Project Address I V -v-yi , v1 a (e. ed 3 2 2 3 3
Contractor/Contact Name / , y, c6eLie
Phone (4;61.) 224' - 35 S/v Email h'N bee 0 y 1,106 .
Description of Proposed Revision/Corrections: Permit Fee ) e $ CA 00
/- 11,// e.., 44,6,-i ex. s re,vesl--e---al
4 a l Q—
/
Additional Increase in Building Value $ Z 5c l- Additional S.F. 3 5 C)
By signing below,I lK/-.6^/4 r, 6'14' affirm the Revision is inclusive of the proposed changes.
r (printed nam
2___// -3// 4s/
Signature of C actor/Agent( n actor must sign if increase in valuation) Date
(Office Use Only)
Approved )( Denied Not Applicable to Department
Revision/Plan Review Comments
De•artment Review Required:
Buildi•._
Planning & Zoning ` ill Reviewed By
Tree ..minis ra or
Public Works
Public Utilities d -do 20/1
Public Safety Date
Fire Services
01-V..1;. 1 City of Atlantic Beach APPLICATION NUMBER
js A1Building Department (To be assigned by the Building Department.)
i1`- c) 800 Seminole Road i s/T ( 0vv c1
,�� Atlantic Beach, Florida 32233-5445
Phone(904)247 5826 Fax(904)247-5845 I `
` j gr E-mail: building-dept@coab.us Date routed: h
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 1%61 4 At irni NA.1L. " . Department review required Yes No
�� ,��, / Buil in
Applicant: "�A fr Plannin & Zoning
Tree Administrator
Project: (L l k t()- C( 1 CA 64 Ct13 --1511<sc v�o
ublic Utilities
ca.--
(00 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: ❑Approved. Denied. ❑Not applicable
(Circle one.) Comments: r
lS ' (e5trSe„.4 k (2v rar�->od
BUILDING y fee-
Vir,'u0,e 00 1-14-le)
PLANNING & ZONING Reviewed by Date:_ 2 —.5--j e
TREE ADMIN. Second Review: Approved as revised. ❑Denied. ❑Not applicable
PUBLIC WORKS Comments
PUBLIC UTILITIES PFCGkred V''c' V� rcioce (-(0g 1- 16— /4
PUBLIC SAFETY Reviewed by:/ z1Z__ Date: mc)-I 8
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable
Comments:
Reviewed by: Date:
Revised 05/19/2017
Sv,�`1�lJ, i111 ii
i i Wq--- ! CITY OF ATLANTIC BEACH
J iA` �, t1
r � - ii .S� ;' FEB 1 3 2018 1 800 Seminole Road
�A , ! Atlantic Beach,Florida 32233
L:
REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS
Date 21
(3 11 i Revision to Issued Permit X Corrections to Comments_ Permit# kt.S11-/ `6t10 /
Project Address I ri q S , ,t a (( ed 3 22 33
Contractor/Contact Name iee,ul 1., 4>
Le
Phone 67,9_.) 221, — 85 5iC, Email y
Description of Proposed Revision/Corrections: Permit Fee Due $
/ )64,0/PA— d9- r/Jiis-�-/
a S rel fres -
)
2 - Zt, as v'�
"`7
Additional Increase in Building Value $ Z5 Additional S.F. 5 5 0
By signing below,I /z4 - 6e.e affirm the Revision is inclusive of the proposed changes.
(printed nam
�� �► _ _ , 27 !!!-
3 / s
Signature of C. i actor/Agent("in actor must sign if increase in valuation) Date
(Office Use Only)
Approved 7 Denied Not Applicable to Department
Revision/Plan Review Comments hero(red V e ci VG.C,'C.,,ce (1- 1 .(- 1?)
U V
De•artment Review Required: i`/�--
Buildi s
Planning & Zoning' Reviewed By
Tree a.minis ra or
Public Works
Public Utilities --2,0-
Public Safety Date
Fire Services
s�;t.ar�; City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
800 Seminole Road i—,1% A
:: t `6 000
,� Atlantic Beach, Florida 32233-5445 2i..
\•
Phone(904)247-5826 • Fax(904)247 5845 bate routed: ic
".,, ,,19%' E-mail: building-dept@coab.us FEBCDD U 6 2018 t I
City web-site: http://www.coab.us
BY: _ i
APPLICATION REVIEW AND TRACKING FORM
Property Address: t q q SAO naL PI . Department review required Yes No
�� �/ BGil.i e
Applicant: Ok-0i1P't Planning &Zoning
Tree Administrator
Project: 1 ,i_ i kt nW a Gt h.tk11 J\ 4 •blitvorks` -
ublic Utilities
c Q.,- 10( Public Safety
Fire Services
Review fee $ Dept Signature
Review or Receipt
Other Agency Review or Permit Required Date
of Permit Verified By
Florida Dept.of Environmental Protection
Florida Dept.of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: Approved. IV(Denied. nNot applicable
(Circle one.) Comments:
BUILDING
PLANNING &ZONING r -'fie
Reviewed by:� ate:2 f
TREE ADMIN.
Second Review: Approved as revised. ['Denied. DNot applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed b : •j ,
Date: i, 1
rA''i s.�v #' . _ � /i,im1•
FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. ['Not applicable
Comments:
Reviewed by: Date:
Revised 05/19/2017
5 1.l
PP ACITY OF ATLANTIC BEACH
�S f Department of Public Works
J s,) 1200 Sandpiper Lane
-tt Atlantic Beach, FL 32233
f' 51119'1' (904) 247-5834
PUBLIC WORKS PLAN REVIEW COMMENTS
Date: 2/9/18 Applicant: Kevin Beebe
Permit#: RESA18-0004 ED) / Address: 1894 Seminole Road
Site Address: 1894 Seminole Road ' Atlantic Beach, FL 32233
Atlantic Beach, FL 32233 i / Email: hibeebe@yahoo.com
PUBLIC WORKS CORRECTION ITEMS: .2:-/I1,-(f
(Submit the following to the Public Works Department in order f approve your application)
Provide construction site management plan including location of silt fence, dumpster, portable
toilet. Right-of-way Permit is required if using right-of-way for construction parking.
V• Provide drainage plans showing site topography (flow arrows, etc.).
0 Provide erosion and sediment control plans with installation details.
--1/0 Section 24-66(b) of the Land Development Regulations requires on-site storage for increased
run-off if adding 400 SF or more impervious surface. Provide Delta volume calculations and
/on-site retention required per Section 24-66(b).
f-V• Provide a detailed plan of water retention area and how water runoff gets to water retention
areas and then to street.
PUBLIC WORKS CONDITIONS OF APPROVAL:
(The following comments will be printed on your permit as Conditions of Approval)
• Full erosion control measures must be installed an approved prior to beginning any earth
disturbing activities. Contact the Inspection Line (247-5814) to request an Erosion and Sediment
Control Inspection prior to start of construction.
• All runoff must remain on-site during construction.
• If on-site storage is required, a post construction topographic survey documenting proper
construction will be required. All water runoff must go to retention area and retention overflow
must run to street.
• Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling,
Shapell's, Inc., Republic Services, Donovan Dumpsters). Container cannot be placed on City
right-of-way.
• Full right-of-way restoration, including sod, is required.
• Provide construction site management plan including location of silt fence, dumpster, portable toilet.
Right-of-way Permit is required if using right-of-way for construction parking.
• All runoff must remain on-site. Cannot raise lot elevation.
• Must provide a topographic (TOPO) survey with retention for final C.O. Inspection.
Page 1 of 2
Scott Williams, Director of Public Works swilliamsncoab.us /904-247-5834
THIS PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS
Any plan change must be submitted as a Revision to the Building Department at 800 Seminole Road.
Revisions may not be submitted until ALL departments have completed their respective reviews.
Revisions submitted MUST respond to EACH department review.
Submittals that respond to only one or a few correction items will not be accepted.
Resubmittal Notes:
All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of
completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by
indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date
and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which
a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with
revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left
within the set of drawings. Complete new sets of drawings will not be accepted.ADDITIONAL ITEMS MAY BE REQUIRED
DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW.
Page 2 of 2
01.A.N:rt, City of Atlantic Beach APPLICATION NUMBER
i kt% Building Department (To be assigned by the Building Department.)
r :. '� s 800 Seminole Road ( ECEIVE �EsA ( ' 000c
r Atlantic Beach, Florida 32233 5445 qtcEivE, \
Phone(904)247-5826 • Fax(904)247-58FEB O 6
P...01 !* E-mail: building-dept@coab.us 2018 + Date routed:
City web-site: http://www.coab.us
13V r�
APPLICATION REVIEW AND TRACKING FORM
Property Address: 1%614 St ni NA Q_ (''^ . _ Department review required Yes No
Buil • )!
Applicant: 01 v
pp Planning&Zonin�
Tree Administrator
Project: {US `L Oa(l� 4 a Ckil t+\)/\ 4 ubrc- orks�
ublic Utilities
`( .- MO Public Safety
Fire Services
Review fee $ Dept Signature frv✓\
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: ['Approved. ❑Denied. of applicable
(Circle one.) Comments:
BUILDING
PLANNING & ZONING Reviewed by: k��_ /S/
Date: Z
TREE ADMIN. Second Review: ❑Approved as revised. ['Denied. ❑Not applicable
PU:,►f ORK Co ments:
BL�,C UXLITI S�
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: I 'Approved as revised. ['Denied. ['Not applicable
Comments:
Reviewed by: Date:
Revised 05/19/2017
Urri.t uur r
.. Building Permit Application Up ted 32/8/17
City of Atlantic Beach F EB - 1 2018
_ s 800 Seminole Road,Atlantic Beach,FL 32233
Phone:(904)247-5826 Fax:(904)247-5845 Q
Job Address: 1894 Seminole Rd. Atlantic Beach,FL 32233 Permit Number: r:S A I -OOvv
Legal Description Lot 13, Block 1, Selva Marina Unit No.9 Book36,Page20 RE# 172020-0526
Valuation of Work(Replacement Cost)$ 24,000 Heated/Cooled SF 300 Non-Heated/Cooled
• Class of Work(Circle one): New •ddition Iteration Repair Move Demo Pool Window/Door
• Use of existing/proposed structure(s)(Circle one): CommercialResident;
• if an existing structure,is a fire sprinkler system installed?(Circle one): Yes kij N/A
• Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal
Describe in detail the type of work to be performed: Re-roof existing roof with arch shingle. Rear room addition WI
heated space . Sidewalks concrete rear property
Florida Product Approval# for multiple products use product approval form
Property Owner Information
Name: Kevin Beebe Address: 1894 Seminole Rd.
City Atlantic Beach State El Zip 37733 Phone (904)726-M40
E-Mail hihAAhA@yAhnn nen
Owner or Agent(if Agent, Power of Attorney or Agency Letter Required)
Contractor Information
Name of Company: Self/Owner — Qualifying Agent: -_
Address City State Zip
Office Phone Job Site/Contact Number
State Certification/Registration# E-Mail
Architect Name&Phone#
Engineer's Name&Phone#
Workers Compensation
Exempt/Insurer/Lease Employees/Expiration Date
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 of a permit and that all work will be performed to meet the standards of all the laws reguiationg
construction in this jurisdiction.1 understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS,
WELLS, POOLS,FURNACES, BOILERS,HEATERS,TANKS,and AiR CONDITIONERS,etc.NOTICE:in addition to the requirements of this
permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and
there may be additional permits required from other governmental entities such as water management districts,state agencies,or
federal agencies.
OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
F ING YOUR NO ICE OF COMMENCEMENT.
z
P:,"
O O) N per, N
n
� _ A�-1 o o� D
F 8 (Signa Owner or Agent) (Signature of Contractor)cig
Ei m c.
Qin a (including contractor) < C m
'-ta d sworn to(or affirmed)before me this 1 day of Signed and sworn to(or affirmed)before me this I day Cf o .N
�a o Lo(-g ,by KQ.J i n B•e e in Tei , ?D !f,by OA �► L $e r(-yea E E
88 Lc38
(Si natu e of Notary) (Signature f Notary) .e.�e■
il#1c
1430-ally Known OR [ )Personally Known OR
-d identification VI Produced Identification
• ',f
• • •• 1 (✓�.. y
• • • -ntification: T VK./1. Type of identification: ��O"
Perm.,. Re-s. /g- - oeoy
NOTICE OF COMMENCEMENT OFFICE
C0PY
State of_Florida Tax Folio No.
RE#172020-0526 Doc#2018025310,OR BK 18270 Page 74,
Number Pages:2
Recorded 02/01/2018 10:53 AM,
RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL
County of_Duval COUNTY
RECORDING $18.50
To Whom It May Concern;
The undersigned hereby informs you that imprt,''..merits will be made to certain real property,and in accordance with Section 713 of
the Florida Statutes,the following informa ion is stated in this NOTICE OF COMMENCEMENT.
.
Legal Description of property being improved:
Lot 13,Block 1,Selva Marina Unit No.9,as recorded in plat book 36,Page 20,of the current public records of Duval county Florida
Address of property being improved; 1894 Seminole Rd,Atlantic Beach,FL 32233
General description of improvements: Room addition rear of property,sidewalks&re-roof
Owner:_Kevin Beebe Address:_1894 Seminole Rd.Atlantic Beach,FL 32233_
Owner's interest in site of the improvement
Fee Simple Til bolder(if other than owner):
Contractor:
Contractor:Self
Address: 1894 Seminole Rd
Telephone No.: Fax No:
Surety(if any)
Address: Amount of Bond S
Telephone No: Fax No:
Name and address of any person making a loan for the construction of the improvements
Name;
Address:
Phone No: Fax No:
Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be
served: Name:
Address:
Telephone Na: Fax No:
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.06(2)(b),Florida Statues. (Fill in at Owner's option)
Name:
Address:
Telephone No: Fax No:
Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is
specified):
THIS SPACE FOR RECORDER'S USE ONLYOWNER
Q'
Signed: — Date: 2/� ZD/U
OFFICE COPY
NOTICE OF COMMENCEMENT
Before me this ( day of 1"
a bf U Q(kr,'" n the County of Duval,State
Of Florida,has personally appeared K'QAJ j e6-e
Notary Public at Large,Stater of Florida,County
of Duval.
My commission Expires: O C __'�Fj 2'o"a0
Personally Known: or
Produced Identification: 9 _ l)L.
s 1j0 . -L
p„m PAOLA FABIO
Notary Public,State of Florida
=II Commission#GG 38797
My comm.expires Oct.16,2020
f8 2-
i�,,,,;J, TREE & VEGETATION AFFIDAVIT
`ms 1,i* City of Atlantic Beach
Department of Community Development
- Planning&Zoning Division
800 Seminole Road Atlantic Beach,FL 32233
'4.---01119'f_..../ (P)904 247-5800 (F)904 247-5845 PERMIT#
SECTION I-APPLICANT INFORMATION 5C Owner(s) r Legal Authorized Agent*
NAME OF APPLICANT Kevin Beebe
NAME OF COMPANY
ADDRESS OF COMPANY
PHONE CELL EMAIL
I CONTRACTOR CERTIFICATION NUMBER
ATLBCH BUSINESS TAX RECEIPT NUMBER
SECTION II-SITE INFORMATION
i STREET ADDRESS OF PROPERTY 1894 Seminole Rd Atlantic Beach,FL 32233
if an address has not been assigned to this property,contact the AB Building Department at(904)247-5826 to request an address.
LEGAL DESCRIPTION Lot 13,Block 1,Selva Marina Unit#9,as recorded in plat book 36,page 20 Duval County
LOT 13 BLOCK 1 SUBDIVISION Selva Marina#9
REAL ESTATE NUMBER 172020-0526 LOT OR PARCEL SIZE: 9200 SC)FT 1518 AC
RESIDENTIAL x COMMERCIAL OTHER(SPECIFY)
I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation"of the Municipal Code of I
Ordinances for the City of Atlantic Beach, FL and/or I have participated in a pre-application meeting with the Administrator of those
regulations. Subsequently,I affirm that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed
from the above-d cribed or adjacent properties in conjunction with this project.
, 0 K 1)PC
5/ ATURE 0 OWNER SIGNATURE OF OWNER
Signed and sworn before me on this I day ofTejej. ,20(17 ,by State of i to(td,Q
County of Dti j 1 t
Identification verified: -FL Q L
Oath sworn: f' Yes E No
1
z - po PAOLA FABIO
i _Notary Public.State of Florida i
ll WI ii
Commissions GG 38797 Notary St natu
My comm.expires Oct.16,2020 �� I r / 7,O n
R it- vti-v i v. My Commission expires: �P / (�/
� vv� 'aDe e
r
b 1 L) IA 0 (e �� c)
3 7 'L33
Impervious Surface Calculations °% Formula
Find Square Footage of the Following :
House footprint c I ' �� 1 630
Driveway 500
All sidewalks and walkways 1-453
A/C Pads l b
Detached Garage/Sheds - 14 0
Pool Decking 0
Patios, terraces and/or decks 1,00
Add the total square footage of the areas listed
above then, divide the sum by the total lot area of
property
i‘ry) J a ' L).3 = 318,
pi1\oO r1 b vJ
rvn e - 391 S c- Pr—
"
v,iper,,, tLs .ter -7 03 .S Fr
t \SI
7
I
8
• ' '.
4
iA
,, o a ��
t
O » 1i
'� 4 41 ti lb 34
�� , 0
NO oma ao �'
I - 44 I il -- ,k
�1
OFFICE COPY
PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH.FLORIDA
Project Name: Kevin Beebe Room Addition Permit # RFSA18-0004
Project Address: 1894 Seminole Rd., Atlantic Beach, FL 32233
As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product approval number(s)
for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact
your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide
product approval may be obtained at: www.floridabuildink.o
Category/Subcategory , Manufacturer Product Description Limitation of Use State# Local#
A.EXTERIOR DOORS
1. Swinging
2. Sliding
loony
3. Sectional
4. Roll up
5. Automatic '
6.Other
B. WINDOWS
1. Single hung
2.Horizontal slider
3.Casement �" -"----
4.Double hung -""-"
5.Fixed �
Jeld Wen Hurricane impact 14088.3 8300
6.Awning '
7. Pass-through
8.Projected -"""""'"
9. Mullion
10. Wind breaker
11.Dual action -
V.c„ �� �� K - LD (,-
12.Other
Category/Subcategory Manufacturer 1 Product Description rLlmltatlon of Use State# Local#
C.PANEL WALL
4
1. Siding Plywnnri w stiicT nngtipj
2. Soffits
3.EIFS
4. Storefronts
5.Curtain walls
6.Wall louvers
7. Glass block ---�
8. Membrane
9.Greenhouse
10.Synthetic stucco
11.Other4
t
D.ROOFING PRODUCTS
1.Asphalt shingles Gar Timberline ' Arcs Shingles 1E-QS11.T( 2
2. Underlayments Gator Synthetic 'FGSY100 15-0707.09 ,
3. Roofing fasteners
4. Nonstructural metal roof
5. Built-up roofing
6. Modified bitumen
7. Single ply roofing
8. Roofing tiles a-
9.
9. Roofing insulation
10. Waterproofing
11. Wood shingles/shakes
12. Roofing slate
13. Liquid applied roofing
14.Cement-adhesive coats
15. Roof tile adhesive
16. Spray applied polyurethane
roof
2. Other
Category/Subcategory Manufacturer Product Description JAInftatioI1 of Use State# Local#
H. NEW EXTERIOR
ENVELOPE PRODUCTS
1.
2.
In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the
Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation
instructions along with this Product Approval Sheet.
I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones
listed in this document must be approved by the Building Official.
(Contractor Name) (Print Name) Kevin Beebe (Signature)
Company Name:
Mailing Address: 1894 Seminole Rd.
Atlantic Beach FL 32233
City: State: Zip Code:
Telephone Number:( ) Fax Number: ( )
hibeebe@yahoo.com
Cell Phone Number: (904 ) 226-M40 E-mail Address:
OFFICE COPY
FORMS
r
FLORIDA BUILDING CODE, ENERGY CONSERVATION
Residential Building Thermal Envelope Approach I
FORM R402-2017 Climate Zone ❑ I
Scope:Compliance with Section R401.2(1)of the Florida Building Code, Energy Conservation,shall be demonstrated by the use of Form I
R402 for single-and multiple-family residences of three stories or less in height,additions to existing residential buildings,alterations, I
renovations and building systems in existing buildings,as applicable.To comply,a building must meet or exceed all of the energy efficiency '
requirements on Table R402A and all applicable mandatory requirements summarized in Table R402B of this form.if a building does not
comply with this method,or by the UA Alternative method,it may still comply under Section R405 of the Florida Building Code, Energy I
Conservation. I
PROJECT NAME Beebe FamilyRoom Addition BUILDER: Kevin Beebe I
AND ADDRESS:
OWNER: 1894 Seminole Rd. Atl Bch, FL 32233 PERMITTING OFFICE:
Kevin Beebe
JURISDICTION NUMBER: I
PERMIT NUMBER: RESA18-0004 I
General Instructions: I
1.Fill in all the applicable spaces of the"To Be Installed"column on Table R402A with the information requested.All"To Be Installed"values must be
equal to or more efficient than the required levels. I
2.Complete page 1 based on the"To Be Installed"column information. I
3.Read the requirements of Table R402B and check each box to indicate your intent to comply with all applicable items. ,
4.Read,sign and date the"Prepared By"certification statement at the bottom of page 1.The owner or owner's agent must also sign and date the form.
I
1. New construction,addition,or existing building 1. _ ADDITION I
2. Single-family detached or multiple-family attached 2. SINGLE FAMILY ATTACHED
3. If multiple-family,number of units covered by this submission 3. N/A I
4. Is this a worst case?(yes/no) 4. I
5. Conditioned floor area(sq.ft.) 5. 350 sq ft
6. Windows,type and area 32 '
a) U-factor: 6a. I
25
b) Solar Heat Gain Coefficient(SHGC) 6b. I
c) Area 6c.
7. Skylights .30
a) U-factor: 7a. I
b) Solar Heat Gain Coefficient(SHGC) 7b. 72 I
8. Floor type,area or perimeter,and insulation:
a) Slab-on-grade(R-value) 8a- nr - I
b) Wood,raised(R-value) 8b. I
c) Wood,common(R-value) 8c.
d) Concrete,raised(R-value) 8d. I
e) Concrete,common(R-value) 8e. I
9. Wall type and insulation: I
a) Exterior: 1. Wood frame(Insulation Fl-value) 9a1.
2. Masonry(Insulation R-value) 9a2.
b) Adjacent: 1. Wood frame(Insulation R-value) 9b1. I
2. Masonry(Insulation R-value) 9b2.
10. Ceiling type and insulation r-38
a) Attic(Insulation R-value) 10a. I
b) Single assembly(Insulation R-value) 10b. I
11. Air distribution system:
a) Duct location,insulation 1la. I
b) AHU location 11b. - I
c) Total duct leakage.Test report attached. 11c. cfm/100 s.f. Yes 0 No 0
12. Cooling system: a)type 12a.
b)efficiency 12b. I
13. Heating system: a)type 13a. _ I
b)efficiency 13b.
14. HVAC sizing calculation:attached 14. Yes 0 No 0 I
15. Water heating system: a)type 15a. I
b)efficiency 15b.
I hereby certify that the plans and specifications covered by this form are Review of plans and specifications covered by this form indicate
in compliance with the Florida&riding Code.Energy Co ri compliance with the Florida Building Code.Energy Conservation.Before I
PREPARED BY: Kevin Beebe Date 41 '`018 construction is complete,this building will be inspected for compliance in I
I hereby certify that this building is In compliance with the Florida Building accordance with Section 553.908,F.S.
Code.Energy Conservation. CODE OFFICIAL:
OWNER/AGENT: -4ovin B9obe Date: 2/12/2018 Date: _ i
FLORIDA BUILDING CODE-ENERGY CONSERVATION,6th EDITION(2017) R-55
FORMS
TABLE R402A
BUILDING COMPONENT PRESCRIPTIVE REQUIREMENTS' INSTALLED VALUES
I Climate Zone 1 Climate Zone 2
I Windows U-Factor=NR U-Factor=0.402 U-Factor=.32
I SHGC=0.25 SHGC=0.25 SHGC= .25
Skylights U-factor=0.75 U-factor=0.65 U-factor= .30
I SHGC=0.30 SHGC=0.30 SHGC= .72
1 Doors:Exterior door U-factor=NR U-factor=0.40' U-factor= 50
Floors:
I Slab-on-Grade NR NR
I Over unconditioned spaces` R-13 R-13 A-Value= nr
Walls':Ext.and Adj.
I Frame 11-13 R-13 R-Value= r13
I Mass
Insulation on wall interior R-4 R-6 A-Value=
I Insulation on wall exterior R-3 R-4 A-Value=
I Ceilings' R=30 R=38 A-Value= r38
I Air infiltration Blower door test is required on the budding envelope to verify leakage 5 1 ACH; Total leakage=ACH
test report provided to code official. Test rert attached?
I YesU NoQ
Air distribution system':
I Air handling unit Not allowed in attic Location:
I Duct A-value R-value>_11-8(supply in attics)or?..11-6(all other duct locations) I-Value=
I Air leakages:
Duct test Postc onstruction test Total leakage<_4 cfm/100 s.f. Total leakage= cirN100s.f.
I Rough in test Total leakage<_4 cfm/100 s.t.(air handler installed) ❑ ❑
Test report Attached? Yes No
I Total leakage<_3 cfm/100 s.f.(air handler not installed) Location;
Ducts in conditioned space Test not required if alt ducts and AHU are in conditioned space
I Air conditioning system: Minimum federal standard required by NAECA6:
Central system 5 65,000 Btu/h SEER 14.0 SEER=
I Room unit or PTAC EER[from Table C403.2.3(3)]
I Other: See Tables C403.2.3(1)-(11) EER= no change
Heating system: Minimum federal standard required by NAECA6:
I Heat pump<_65,000 Btu/h HSPF 8.2 HSPF=
g Gas furnace,non-weatherized AFUE 80% AFUE=
Oil furnace,non-weatherized AFUE 83% AFUE= no change
I Other:
I Water heating system(storage type): Minimum federal standard required by NAECA":
Electric' 40 gal:EF=0.92 Gallons=
I 50 gal:EF=0.90 EF=
Gas fired' 40 gal:EF=0.59 Gallons=
I 50 gal:EF=0.58 EF= e
no Chan
I Other(describe): 9
I NR=No requirement.
I (1)Each component present in the As Proposed home must meet or exceed each of the applicable performance criteria in order to comply with this code using
this method.
I (2)For impact rated fenestration complying with Section R301.2.1.2 of the Florida Building Code,Residential or Section 1609.1.2 of the Florida Building Code,
I Building, the maximum U-factor shall be 0.65 in Climate Zone 2. An area-weighted average of U-factor and SHGC shall be accepted to meet the
requirements,or up to 15 square feet of glazed fenestration area are exempted from the U-factor and SHGC requirement based on Sections R402.3.1,
I R402.3.2 and R402.33.
I (3)One side-hinged opaque door assembly up to 24 square feet is exempted from this U-factor requirement.
(4)R-values are for insulation material only as applied in accordance with manufacturer's installation instructions. For mass walls, the "interior of wall"
I requirement must be met except if at least 50 percent of the insulation required for the"exterior of wall"is installed exterior of,or integral to,the wall.
I (5)Ducts&AHU installed"substantially leak free"per Section R403.3.2.Test required by either individuals as defined in Section 553.993(5)or(7),Florida
Statutes,or individuals licensed as set forth in Section 489.105(3)(1),(g)or(i), Florida Statutes. The total leakage test is not required for ducts and air
I handlers located entirely within the building thermal envelope.
I (6)Minimum efficiencies are those set by the National Appliance Energy Conservation Act of 1987 for typical residential equipment and are subject to NAECA
rules and regulations. For other types of equipment, see Tables C403.2.3(I-11) of the Commercial Provisions of the Florida Building Code, Energy
I Conservation.
' (7)For other electric storage volumes,minimum EF=0.97-(0.00132*volume).
(8)For other natural gas storage volumes,minimum EF=0.67-(0.0019'volume).
R-56 FLORIDA BUILDING CODE—ENERGY CONSERVATION,6th EDITION(2017)
t
FORMS
TABLE R402B MANDATORY REQUIREMENTS
Component Section Summary of Requirement(s) Check
Air leakage R402.4 To be caulked,gasketed,weatherstripped or otherwise sealed per Table R402.4.1.1.Recessed lighting:IC-rated as
having<_2.0 cfm tested to ASTM E 283.
Windows and doors:0.3 cfm/sq.ft.(swinging doors:0.5 cfm/sf)when tested to NFRC 400 or
AAMA/WDMA/CSA 101/I.S.2/A440. t
Fireplaces:Tight-fitting flue dampers&outdoor combustion air.
Programmable R403.1.2 A programmable thermostat is required for the primary heating or cooling system.
thermostatNe
R403.3.2 Ducts shall be tested as per Section R403.3.2 by either individuals as defined in Section 553.993(5)or(7),Florida
Air distribution system R403.3.4 Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i),Florida Statutes.Air handling units
are not allowed in attics.
Water heaters R403.5 Comply with efficiencies in Table C404.2.Hot water pipes insulated to>R-3 to kitchen outlets,other cases.
Circulating systems to have an automatic or accessible manual OFF switch.Heat trap required for vertical pipe
risers. '
Swimming pools&spas R403.10 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 is 82%.Heat pump pool heaters minimum COP is 4.0. '
Cooling/heating R403.7 Sizing calculation performed&attached.Special occasion cooling or heating capacity requires separate system or
equipment variable capacity system.
Lighting equipment R404.1 At least 75%of permanently installed lighting fixtures shall be high-efficacy lamps.
FLORIDA BUILDING CODE—ENERGY CONSERVATION,6th EDITION(2017) R-57
...,,, 15' 1:::•-i
6/12 OFFICE COPY
117
10.1
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HEEL:1' 4 1/4"
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< ,
c,
Da. CLG PITCH:FLAT
OVERHANG:1' 11 13/16"
J02
CATILEVER:2' 3/16"
LOADING:40
WIND LOAD:130
EXPOSURE:"C"
EXT WALLS:2 X 4
DATE:2/8/18 r-...
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W.B. Howland Truss Co.
610 11TH STREET SW
V
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101 II Live Oak, FL 32064
_
(386) 362-1235
J03
(386) 3627124.. ,. , 1.r.,c nrvIst4,vver.-h.. '
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JOB NO:
:,.04r$. frat;1
... 1-"ezi 15' 1:=-1 18-2027
PAGE NO:
1 OF 1
,
Alpine, an ITW Company
2400 Lake Orange Dr.,Suite 150
Orlando,FL 32837
ALPINE Phone:(800)755-6001
alpineitw.corn
Site Information:
Customer: W.B.Howland Company,Inc. Job Number: 18-2027
JobDescnption: KEVIN BEEBE/ADDT
Address: 1894 SEMINOLE RD City,State,Zip: Atlantic Beach,FL 32233
Name, Address and License#of Structural EOR if one exists for the building:
Name License#. State:
Address. City,State,Zip:
Job Engineering Criteria:
Design Code: FBC 2014 RES View Version: 17.02.00.1013.16 JRef#: 1 W 8b2150009
Wind Standard: ASCE 7-10 Wind Speed(mph): 130 Roof Load(pst): 20.00-10.00-0.00- Floor Load(pst): None
10.00
This package contains a job notes page, 8 truss drawings and 2 details.
Item Seal# Truss Item Seal# Truss
1 039.18.1522.01840 2 039.18.1522.02900 A01
3 039.18.1522.04113 A02 4 039.18.1526.42247 J
15 039.18.1523.20477 J01 6 039.18.1526.45803 J02
7 039.18.1527.25423 J03 8 039.18.1527.28900 J04
Reviewed Cl Rejected
0 Reviewed with Changes Noted 0 Revise&Resubmit
This review is only for general conformance with the design concept and the
Information given in the Construction Documents. Corrections or comments
made on the shop drawings during this review do not relieve the contractor
from compliance with the requirements of the pians,specifications,codes
and laws that have priority over this submittal. Review of a specific item shall
not include review of an assembly of which the item is a component.
This document has been electronically
The design professional does not warrant or represent that the information signed using a Digital Signature. Printed
within the submittal is either accurate or complete. Some responsibility for copies without an original signature must
correct design,details,quantities and dimensions shall remain with the party be verified using the original electronic
providing the submittal and the contractor. version.
vii
The contractor is responsible for all dimensions,quantities and performance \Air+ H. A.A.
requirements to be confirmed and correlated at the job site;for all information � ....................
that pertains solely to the fabrication processes or to techniques of construction; 1% •••.N, .
for all coordination of the work of all trades; for assuring consistency with the "�• %
Contract Documents;and for performing the work in a safe and satisfactory manner. No.70861 %
Date: A/It//9 eyjik___ *
' iik.
Allison Engineering Services,PLLC 1. STATE O��Q /
COMP 31833 Phone:904-741-4192 7%.. p' • w,
OAF •t.4 O��Qo �.
•.a. ..a \
S670NAI
02/09/2018
Florida Certificate of Product Approval#FL1999 Printed 2/8/2018 4:13:37 PM
1
Job Number: 18-2027 Ply: 1 SEQN:535104 /T5 HIPS Cust:R215 JRet 1W8b2150009
KEVIN BEEBE/ADDT Qty: 1 FROM:CDM DiwNo: 039.18.1522.01840
Truss Label: A SSB / WHK 02/08/2018
2'0"39'0"3 15'4"3 22'4"3 24'4"6
2'0"3 I 7' I 6'4" I 7' I 2'0"3
56DT2T2 5X5=
T
len r4
12
N:
6
o
rn
Ar
A =2X4(A1) K J Ni 2X4(A1) H
112X8 =8X8 =4X12 1112X8 L
F--2'0"3 A 20'4" A 2'0"3--1
1'1193 2'0"3 7' 6'4" 7' 2'0"I- 13
2'0"3 I 9'0"3 15'4"3 I 22'4"3 I 24'4"6 1'11"13
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-10 ' Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: 130 mph ' Pf:NA Ce:NA VERT(LL): 0.052 K 999 240 L 1875 /819 /- /- /- /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.132 K 999 180 I 1875 /819 /- /- /- /3.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.010 F - - Wind reactions based on MWFRS
Des Ld: 40.00 EXP:C HORZ(TL):0.028 F - - L Min Brg Width Req= 1.8
NCBCLL: 10.00 Mean Height 15.00 ft Code/Misc Criteria Creep Factor.1.5 I Min Brg Width Req= 1.8
TCDL:5.0 psf s rigid 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.664 Bearings L&I are a surface.
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.791 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.894 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:17.02.00.1013.16 B-C 419 -131 E-F 1145 -2284
Lumber C-D 1143-2277 F-G 413 -124
D-E 1000-1976
Value Set 13B(Effective 6/1/2013)
Top chord 2x4 SP#2:T2 2x6 SP#2: Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x6 SP#2 Chords Tens.Comp.
Webs 2x4 SP#2
Lumber value set"13B"uses design values K-J 1958 -990
approved 1/30/2013 by ALSC
Special Loads Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp. Webs Tens. Comp.
-(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
TC:From 62 plf at -4.00 to 62 plf at 7.00 L-C 841 -1727 J-F 2063 -1033
TC:From 31 plf at 7.00 to 31 plf at 13.33 C-K 2062-1038 F-I 835 -1721
TC:From 62 pff at 13.33 to 62 plf at 24.33 D-K 377 -260
BC:From 4 plf at -4.00 to 4 plf at -2.01
BC:From 20 plf at -2.01 to 20 plf at 7.03
BC:From 10 pit at 7.03 to 10 off at 13.30 urrmisr fr"r
BC:From 20 plf at 13.30 to 20 plf at 22.35 �� L 1• �
BC:From 4 plf at 22.35 to 4 plf at 24.33 fl /1.-"06144'04.,
TC: 158 Ib Conc.Load at 7.03,13.30 ��v`•••... S ..*• 1'
TC: 105 lb Conc.Load at 9.06,10.17,11.27 •• ��}�_4.
BC: 329 lb Conc.Load at 7.03,13.30 ,• • -
BC: 138 lb Conc.Load at 9.06,10.17,11.27 • '-
o.708. 1 •
Purlins t: S S
In lieu of structural panels use purlins to brace all flat * ; •
TC@24"oc. `
Wind Is A t*, S AT . O
Wind loads and reactions based on MWFRS. -14‹,..,.•• /C/ �•��C
Additional Notes C�S•R ••-�••,+•r`a�f
The overall height of this truss excluding overhang is COA�>� /ONA1. ,0
4-10-4. f leinesoft0
02/09/2018
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses requiire extreme care in fabricating,handling,shipping,installing and bracing. Refer to nd follow the last edition of SCSI(Building
Component Safety Information,by WI and SBCA)for Safety pactices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted olherwise,top chord shall have pro. rly attached structural sheathing and bottom chord shall have a proper0y
attached id ceiling. Locations shown for ppeermanent lateral restraint bf webs shall have bracinngq installed per BCSI sections B3,B7 or B1
asmayppl�ica le Ap lplates toard each ffapoc of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer todritions. ALPINE
Alpine,a division�Z�fofffi TW�xBBuildina Components Group Inc.shall not be responsible for any deviation from this drawl anyy failure to build the mri•ic
oseim
truss in conformance with ANS 11,or for handle shippin ,installation and bracing of true A seal on this d ng or over page 2400 Lake Orange Dr
listingthis drawl indicates �ca rice of cont engineering. responsibility solelyn shown. ff tte s-uft*dbiii Suite 150
and use of this drawing for anycestruMre is t�rsponsibil of the Building Designer peANSI/TPI 1 S tc.2.
For more information see this job's general notes page and these web sites: ALPINE:www.alpineilw.corn:WI: www.tpnstorg.SBCA:www.sbcndustry.corn:ICC' www.iccsafe.org Orlando FL,32837
Job Number: 18-2027 Ply: 1 SEQN:535107 /T2 HIPS Gust:R215 JRef: 1 W8b2150009
KEVIN BEEBE/ADDT Qty: 1 FROM:CDM DnwNo: 039.18.1522.02900
Truss Label: A01 SSB / WHK 02/08/2018
70'3 6'6"3I 11'0"3 I 13'4"3 I 17'10"3 I 22'4"3 _i 24'4"6
70"3 4'6" 4'6" 74" 4'6" 4'6" 70"3
=4X6 =4X4
E F
T 5. ! T
12 p4 *--342 6 G
a m
iiii
En X4 0,3 �3H m
MCC' `,+.
1 la
AO N M L =2X4(A1) J
=2X4(A1) 1112X4 =3X5 =7X6 =3X6 =3X5 1112X4
1
H 20"3-1 20'4" 1 70"3—1
111"13 20"3 4'6" 4'6" 74" 4'6" 4'6" 23
I'' I- 2'0"3 I 6'6"3 I 11'0"3 i 13'4"3 I 17'10"3 i 22'4"3 I- '0"
24'4"6�
1'11"13•
I
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in Psr) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.020 N 999 240 P 1153 /194 /757 /- /191 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.053 N 999 180 K 1153 /194 /757 /- /- /3.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 D - - Wind reactions based on MWFRS
EXP.CHORZ TL:0.013 D - - P Min B Width R 1.5
Des Ld: 40.00 Mean Height:15.00 ft ( )
g
NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor.1.5 K Min Brg Width Req= 1.5
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.341 Bearings P&K are a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.173 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.245
Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:not in 4.50 ft FT/RT:20(0)!10(0)
Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver 17.02.00.1013.16 B-C 527 -572 F-G 220 -829
Lumber C-D 196 -939 G-H 196 -939
D-E 221 -831 H-I 527 -571
Value Set 13B(Effective 6/1/2013) E-F 232 -685
Top chord 2x4 SP#2
Bot chord 2x6 SP#2 Maximum Bot Chord Forces Per Ply(lbs)
Webs 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13B"uses design values
approved 1/30/2013 by ALSC B-P 633 -461 M-L 800 -79
P-O 571 -414 L-K 608 -414
Purlins 0-N 800 -98 K-I 632 -461
In lieu of structural panels use purlins to brace all flat N-M 683 -55
TC@24"oc.
Wind Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp. Webs Tens. Comp.
Wind loads based on MWFRS with additional C&C
member design. P-C 408-1019 L-H 1086 -494
foptatnirlyNrgro C-O 1086 -495 H-K 408 -1019
Additional Notes }`y.t H. r"4,,i
The overall height of this truss excluding overhang is `� ...........1 ili�
5-10-4 ,��V;.•��•,E r s !0
ft
I : o.708i1 .s
* 0 •
....:
,oT. SAT : 0 ::
11<‘:4:64.:(4:4....1. -1 .••...
02/09/2018
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fa�ricatinn�q h ndlin99 shipping,installing and bracing Refer to and follow the latest edition of SCSI(Building
Component Safety Information,by TPI ar>d'SBCA)fo&safety actices prior to perforfning these functions. Installers shall provide terhporary
bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proge
attached id ceiling Locations shown for rmanent lateral restraint f webs shall have bracing Ins .lled r BCSI sections B3,B7 or 1
drawings applicable.� 61 Amyorceiling.
t tandard plate face,of and position as shown above and on the Joint Details, unless noted otherwise. Defer to s. ALPINE
Alpine,a divisionZfof 1TW Building Comporlants Group Inc..shall not be responsible for any deviation from this drawing,an failure to build the µ,,,;ms
truss in conformance with ANSUTPI 1,or for harWling,shipping,installation and bracing of trussesA seal on this drawl or ver pw.a 2400 Lake Orange Dr
listingthis drawing rndi nce of olessionat n ineeri responsibility solelyfor tne design The Suitability
and use of this drawing for arry�stricture is the responsibllit9of the Building Designer peANSUTPI 1 Sac.a2. Suite 150
For more information see this job's general notes page and these web sites: ALPINE:WAY.alpineilw.com:WI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32837
Job Number. 18-2027 Ply: 1 SEQN:535110 /T3 COMN Cust:R215 JRef: 1W8b2150009
KEVIN BEEBE/ADDT Qty. 3 FROM:COM DrwNo: 039.18.1522.04113
Truss Label: A02 SSB / WHK 02/08/2018
2'0'3 T1"3 123 1T3"3 22'4"3 24'46
I ro"3I 5'1" I Si"'2" I 51" I 51" I 20"3I
=4X4
E
�� T
12 °365 "f25w 6 i
bin
f
11264. AllilL
1112t1A =2X4(A1) =_Ill =7X6 =3X4 =i 19 =2X4(A1)
H.2'0"3 1 20'4" A 2'0"3—I
1'11"13I 2'0"3 I 6'9"5 I 6'9"5 I 6'9"5 I 20"3
20"3 8'9"6 15'6"13 22'4"3 24'4"61 1'11"13
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl LJ# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.024 K 999 240 M 1199 /193 /758 /- /205 /3.5
BCLL: 0.00 Endosure:Closed Lu:NA Cs:NA VERT(TL): 0.059 K 999 180 J 1200 /193 /758 /- /- /3.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.013 G - - Wind reactions based on MWFRS
Des Ld: 40.00 EXP:C HORZ(TL):0.032 G - - M Min Brg Width Req= 1.5
Mean Height 15.00 ft
NCBCLL: 10.00 TCDL:5.0 psf Width Code/Misc Criteria Creep Factor 1.5 J Min Brg Req= 1.5
s
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.421 Bearings M&J are a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.291 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.904
Loc.from endwall:Any FT/RT:20(0)f10(0) Maximum Top Chord Forces Per Ply(lbs)
Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:17.02.00.1013.16 B-C 477 -627 E-F 424 -962
Lumber C-D 506 -586 F-G 507 -585
D-E 425 -961 G-H 478 -626
Value Set 13B(Effective 6/1/2013)
Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x6 SP#2 Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#2
Lumber value set"13B"uses design values B-M 700 -414 K-J 837 -166
approved 1/30/2013 by ALSC M-L 836 -146 J-H 699 -415
L-K 649 -57
Loading
Truss passed check for 20 psf additional bottom Maximum Web Forces Per Ply(lbs)
chord live load in areas with 42"-high x 24"-wide Webs Tens.Comp. Webs Tens. Comp.
clearance.
M-D 881 -1436 F-J 880 -1438
Wind
Wind loads based on MWFRS with additional C&C
member design. ttimtlMitsmo
Additional Notes `P{r` H• kA q�
TThe overall height of this truss excluding overhang is `�,�•e.GE s.
• F L y
,
•
*( I;
O. :t=
S
,ot S T . 0
i
4LONA .
•r••••••,..•• NSCOA
Nfillatagiiii
02/09/2018
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in ficating,handling,shi I installi and bracing Refer to and follow the latest edition of BCSI(Buildin
Component Safety Information,byy I and SHCA)fDr sot racticesrpmior to perforMing these functions. Installers shall provide terhpora
bracing per BCSI.Unless noted otherwise,top chord shall h ve properly attached structural sheathing and bottom chord shall have a props
attwhed rigid ceiling Locations shown forpermanentlateral restraint Of webs shall have br cirainslalled per BCSI sections B3,67 or B1 ,
as appiicalsle. Appy Mates to each faceo truss and position as shown above and on Me Joint-Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z'for standard plate positironns.
trussAlin a division of
wwiith AAN�SI TPI 1,o for handlilirngg,Inc.ippinll,insttaallaa6onn and responsible any f tr stieoesAA seal this
on drttel c ,an fa rare tobuildp the AN r.OMA ,
amid Fing drawing drawing for any niM. re is Uwe responsibility of the Building n DeessigneraperA ly SEPI 1 I n 2. r`fRe spuf ilit)r Su to 1500e Orange Dr.
For more information see this job's general notes page and these web sites: ALPINE:YAW/.alpineilw.com;TPI:www.tpnst.org:SBCA:www.sbeindustry.com:ICC:www.icesafe.org tendo FL,32837
Job Number: 18-2027 Ply: 1 SEQN:2179 / T10 HIP_ Cust:R215 JRef: 1W8b2150009
KEVIN BEEBE/ADDT Qty: 2 FROM:CDM DrwNo: 039.18.1526.42247
Truss Label: J SSB / WHK 02/08/2018
r 210 I 796 I 1291
2'10" 4'11"6 4'11"11
E
y 3X4
12 D
4.24 p i
0
v
s 5X5 a
C '.0
B /Y-
_ E--,y W •
A m2X4(A1) H"' G F
It3X4 =3X4(") a 4X4
f--2'10"-I
2'10" _I 4'1x'6 _I 4'7"14 3'I8
�I--2.9"14 I
2'10" 7'9"6 12'5"5 12'8"13
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in roc Udefl tl# Loc R I U /Rw /Rh /RL /W
TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.024 H 999 240 H 720 /189 /- /- /- /4.9
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.059 H 604 180 F 332 /- /16 /- /- /1.5
BCDL: 10.00 Risk Category:it Snow Duration:NA HORZ(LL):-0.006 E - - E 270 /93 /- /- /- /1.5
Des Ld: 40.00 EXP:C HORZ(TL):-0.015 E - - Wind reactions based on MWFRS
Mean Height 15.00 ft
NCBCLL:0.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor.1.5 H Min Brg Width Req= 1.5
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.950 F Min Brg Width Req= -
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.182 E Min BrgWidth Req= -
RepFactors Used:No Max Web CSI: 0.254 Bearing H iss a rigid surface.
24.0" C&C Dist a:3.00 ft
Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs)
Wind Duration:1.60 WAVE VIEW Ver:18.01.00.0131.20 Chords Tens.Comp. Chords Tens. Comp.
Lumber B-C 895 -300 C-D 52 -432
Value Set 13B(Effective 6/1/2013)
Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x6 SP#2
Webs 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"136"uses design values B-H 285 -848 G-F 406 -57
approved 1/30/2013 by ALSC H-G 268 -787
Special Loads Maximum Web Forces Per Ply(lbs)
--(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Webs Tens.Comp. Webs Tens. Comp.
TC:From 0 plf at -5.66 to 71 plf at 0.00
TC:From 0 plf at 0.00 to 148 plf at 9.90 H-C 179 -683 D-F 66 -474
BC:From 0 plf at 0.00 to 47 plf at 9.90 C-G 1110 -297
TC: 100 lb Conc.Load at-5.66
Plating Notes ,N1*pe1tlrrgprb r�
("")1 plate(s)require special positioning.Refer to ww�� tr ,`'4,-
scaled plate plot details for special positioning �P►`•` ��
requirements. `� ••.G ......
••S., f 'a.
•'•� ` F•. 0 'tr
Wind „Ita�.. -.
Wind loads and reactions based on MWFRS. J• • t.,.,
1.
• o.708 t 1
Additional Notes i
Top chord overhangs have been checked only for * I •
loads as indicated. Overhangs not checked for man S s
loads or long-term deflection. ."3I.* S AT • O Q
Provide(2)16d common(0.162"x3.5")toe-nails at top chord. ' �•. /� ����
Provide(3)16d common(0.162"x3.5")toe nails at bottom chord. 0,2�•.•� I -t .,•`.A
02/09/2018
'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in f ricatirngli shipping,installing.and bracing Refer to and follow the latest edition of SCSI(Building
component Safety Information,by I and'S A)for safety actices prior to perforMing these functions. Installers shall provide temporarryy
braci per BCS.I..Unless noted o'therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly
attached ngid ceding Locations shown for rmanent lateral restraint f webs shall have bracing iinsla,lled per BCSI sections 63,B7 or BB10
as applicable ApTy plates to each face.of truss and position as shown above and on the Joinn Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z'for standard plate positions.
Alpine,a division of ITW B iildina Components Group Inc.shall not be responsible for any deviation from this drawin an failure to build the ,,,m.,��,,.,,,
truss in conformance with ANSI/TPI 1,or for handli shippin ,installation and braci of trus A Ion this drawl or over 2400 Lake Orange Dr.
listirm this drawl indicates mice df 1 r respwTslbil s n . rThe su
and We of this &awing for artery structure is�spnsspo bli of the euildi gf Design per ANS UTPI 1 Sic. . I Suite 150
Orlando FL,32837
For more infomration see this job's general nates page and these web sites:ALPINE:www.alpineitw.com:WI: www.tpnst.org;SBCA:www.sbcndustry.comw
:ICC: ww.iccsafe.org
Job Number: 18-2027 Ply: 1 SEAN:535091 /T8 JACK Cust:R215 JRef: 1W8b2150009
KEVIN BEEBE/ADDT Qty: 4 FROM:CDM DrwNo: 039.18.1523.20477
Truss Label: J01 SSB / WHK 02/082018
2'0"33'0"3
FI -I
20•'3 1'
1112XD(
0000000:020000„/.�
6 -
BN
11111111111111M1 kvil
1 ol
I m
2X4(A1) ►:F E
A
1112X8
H—2'0"3--1
1— 1'11"13 12'0"3 -I 3'0"3
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl IA Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.057 F 482 240 F 1279 /329 /1077/- /71 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.137 F 200 180 E -697 /697 /218 /- /- /1.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.028 D - - D -214 /214 /51 /- /- /1.5
Des Ld: 40.00 EXP:C , HORZ(TL):-0.067 D - - Wind reactions based on MWFRS
Mean Height 15.00 ft
NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor.1.5 F Min Brg Width Req= 1.5
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.367 E Min Brg Width Req= -
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 WI Std: 2007 Max BC CSI: 0.551 D Min Brg Width Req= -
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.073
Bearing F is a rigid surface.
Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:17.02.00.1013.16
Lumber
Value Set:13B(Effective 6/1/2013)
Top chord 2x4 SP#2
Bot chord 2x6 SP#2
Webs 2x4 SP#2
Lumber value set"13B"uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Negative reaction(s)of-697#MAX.from a non-wind
load case requires uplift connection.See Maximum
Reactions. Wirrlluoi err,
The overall height of this truss excluding overhang is `y`1y4 H. /f,~��t.
1-10-4. .\ TT40...E..$•.; 5 1%.
ift
••� •/0(
'
j e o.7O8 t 1
• i . g
47i
,at S T = O •
\2 .......E• '
COANollieregiitt
02/09/2018
"'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fa ting h ndlinq shipping,installing and bracing Refer to and follow the latest edition of SCSI(Buildingga
Component Safety Information,by TPI and SBCA)far safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted ovrervvrse,top chord shall have property attached structural sheathing and bottom chord shall have a prope
attacifdd id ceiiliinng plates shown for permanent lateral restraint 5f webs shall have bracinnstalled per BCSI sections B3,B7 or B1
a aaapplicice160A-Z'for sel lard p�face positions.truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE
Alpinee,�,this
adivision of ITW BuiiI din Compo nts Group Inc.shell not benrre�snpnonnsible for atign and gny deyviation from this drawithis ing,anygfailure ttoebuild
gthe ANriv,
andtruss in conformance with cue drawing,r'd:awwiing for any, I,or for handling,re is Me responsibility"iof the Building ngDessigherrperr Aof trussesA NSUTP 5ecr2honv�n°t he reit iMbillty 2400Lake. Suite Orange Dr.
Orlando FL,32837
For more information see this job's general notes page and theseWWI web sites:ALPINE:w .alpireilw.com:WI:www.tpnst.org;SBCA:www.sbci dustry.cam;ICC: www.iccsafe.org
Job Number: 18-2027 Ply: 1 SEQN:535093 /T7 JACK Cust:R215 JRef: 1W8b2150009
KEVIN BEEBE/ADDT Qty: 4 FROM:CDM DnwNo: 039.18.1526.45803
Truss Label: J02 SSB / WHK 02/08/2018
2'0"35'0'3
2,0"3 I 3H
'
D
12 1112X4 I T
6 V C e
0
��� to NB -Alai N
M
1
m2X4(A1) '='F E
A
1112X4
i
I---2'0"3—H
I1'11"13 I- 20"3 I 3
----
2'0"3 5'0"3
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Ude Ll# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.066 F 419 240 F 677 /123 /548 /- /100 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.173 F 159 180 E -163 /163 /76 /- /- /1.5
BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.032 D - - D 55 /23 /16 I- I- /1.5
EXP:C
Des Ld: 40.00 Mean Height:15.00 ft HORZ(TL):-0.084 D - - Wind reactions based on MWFRS
NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor.1.5 F Min Brg Width Req= 1.5
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.366 E Min Brg Width Req= -
D Min Brg Width Req= -
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 WI Std: 2007 Max BC CSI: 0.551
RepFactors Used:Yes Max Web CSI:0.048 Bearing F is a rigid surface.
Spacing:24.0" C&C Dist a:3.00 ft
Loc.from endwall:not in 4.50 ft FT/RT20(0)/10(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:17.02.00.1013.16
Lumber
Value Set 13B(Effective 6/1/2013)
Top chord 2x4 SP#2
Bot chord 2x6 SP#2
Webs 2x4 SP#2
Lumber value set"136"uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
2-10-4.
rlrruseo,nu
f.. el:4N
4,/Qf
. .0\> E s ...o ti
(. • o.708, 1 _
* I i : ' _
•t SATO
w
-1484-1:::.,Pi•. -t1 ����t/
COA 4EONAL 04 or
' .,n#rrr001.
02109/2018
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses req Ire extreme care in tiling,shipping,mgtalli and bracing Refer to and fellow the latest edition of SCSI/BuiWin
Component fety Information,by I Ana's CA)tar safely pactices phor to perforfninngq these functions. Installs shall provide telhpora
braa r BCSI.Unless noted o herwise,top chord shall have props attached structural sheathi and bottom chord shall hav a pr
aattacf cl aid ceilingy p octions shown for rmanent al restraint f webs shall hav brad Installed per BCSI moons B3,B7 or 1 ,
ra js or,�A Nap standard
to each f and position as shown above and on�e Joi^�t Details, unless noted otherwise. kefer to ALPINE
dl 1�Miss ggr�Zy�ibr srmance 4v cand�Wale � }a rtg from this� w pogo
. 2400 Lake Orange'lateof this�reNnng for anyue1,or for ha roup Insll die-rev-756717;1M 8uildn and brac Ing_gfitrussgsA UTP �a�The�suilure to li�biltty
Suite 150 sld the AN MN cow w
lgrl9 per
Orlando FL,32837
For more information see this job's general notes page and these web sites: ALPINE:www.alpYreilw.com:WI:www.tpnsl.org:SBCA:www.sbcrnausiry.com;Icc:www.forsafe.org
Job Number: 18-2027 Ply: 1 SEAN:2182 / T6 JACK Gust:R215 JRet 1W8b2150009
KEVIN BEEBE/ADDT Qty: 4 FROM:CDM DiwNo: 039.18.1527.25423
Truss Label: J03 SSB / WHK 02/08/2018
2'0"347"9 7'0"3
2'0"3 I 27"6 I 2'4"10
E
II2X4
D
12
6 L.---- ' s
03X4 N O
O
B IM�.
A
.2X4(A1) "-H =3x4 F
112X4
I--2'0"3--I
2'0"3 27"6 2'4"10
1-111"13 I 2'0"3 I 47"9 I 7'0"3
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.019 H 999 240 H 775 /190 /499 /- /128 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.065 H 397 180 F 61 /78 /76 /- /- /1.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.012 D - - E 54 /26 /25 /- /- /1.5
Des Ld: 40.00 EXP.C - - - HORZ(TL):-0.044 D - - Wind reactions based on MWFRS
Mean Height 15.00 ft
NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor 1.5 H Min Brg Width Req= 1.5
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.777 F Min Brg Width Req= -
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h WI Std: 2007 Max BC CSI: 0.225 E Min Brgs Width Req= -
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.187 Bearing H is a rigid surface.
Loc.from endwall:not in 36.00 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs)
Wind Duration:1.60 WAVE VIEW Ver:18.01.00.0131.20 Chords Tens.Comp.
Lumber B C 894 -608
Value Set:13B(Effective 6/1/2013)
Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x6 SP#2 Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#2
Lumber value set"13B"uses design values B-H 677 -820 H-G 436 -769
approved 1/30/2013 by ALSC
Maximum Web Forces Per Ply(lbs)
Special Loads Webs Tens.Comp. Webs Tens. Comp.
--(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
TC:From 62 plf at -4.00 to 62 plf at 5.00 H-C 399 -726 C-G 829 -469
BC:From 4 plf at -4.00 to 4 plf at -2.01
BC:From 20 plf at -2.01 to 20 plf at 5.00
TC: 75 lb Conc.Load at-4.00
Wind Hriirentou�
Wind loads based on MWFRS with additional C&C `` *� H ;�%% '
member design. P1•�....... /r `'��.
Additional Notes s\v•ie GE \.S��'.t)�
Provide(2)16d common(0.162"x3.5")toe-nails at top chord. 1 •'
Provide(2)16d common(0.162"x3.5")toe-nails at bottom chord.
•
• o.708,1
fit ;
.03T.•15SAT = O ;Q =
4414,
coA k4EONALi,G` ,
02/09/2018
*"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT*` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fa ncating h ndlinq shipping,installing and bracd.'nq. Refer to and follow the latest edition of SCSI(Building
Component Safety Information,by I an0'S A)far sa ei'ty practices prier to pe ortninq these functions. Installers s all provide temporary
brag r BtSI..Unless noted otherwise top chord shall have properlyattached structural sheathing and bottom chord shall have a propely
attachn'gid ceiling Locations shown for anent lateral restraint of webs shall have brad gins .fled per BCSI sections 03,B7 or 91
as applicable Apply plates to each face.of and position as shown above and on the JointDetails, unless noted otherwise. (tefer to ALPINE
drawings 160A-Z'for standard plate positions.
Alpine,a division of ITW Builth Components Group Inc.shall not be responsible for any deviation from this drawing,an failure to build the ,Y,,,,,Com,
truss in conformance with ANSI/ PI 1,or for handlin shipping,installation and bracing of trussesq seal on this drawfr�yp 4v page 2400 Lake Orange Dr
listingu this drawing indicates acceptance of pro esslonaT e i riresponsibility sof�ely for the dr gn shov h. a cover
and use of this `awing for any re is 1)fe r responsibility of me BuildingDesigner PerANSIITPI 1 sec.2. Suits 150
Far more information see this job's general notes page and these web sites: ALPINE:www.alpineilw.com:TPI: www.tpinst.org:SBCA:www.sbcixIustry.com:Icc: www.iccsafe.org Orlando FL,32837
Job Number: 18-2027 Ply: 1 SEQN:535098 /T9 EJAC Cust:R215 JRef: 1W8b2150009
KEVIN BEEBE/ADDT Qty: 5 FROM:CDM DiwNo: 039.18.1527.28900
Truss Label: J04 SSB / WHK 02/08/2018
2'0"3 5'7"15 8'0"3
I
2'0"3 I 3'T12 I 3'4"4
E
T
'9
12 r
6 ■ v
0
o a
C4 v
N
01,11
B -egligNINIIIIMP
1 1
A w2X4(A1) ::H se3X4G F
NI 4
I—70"3--{
I-1'11"13 I 70-3 I 3'T12 _I 3'4.4 I
70'3 5'T15 9'0"3
Loading Criteria(pat) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.033 D 999 240 H 682 /77 /522 /- /157 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.112 D 733 180 F 138 /31 /103 /- /- /1.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.025 D - - E 105 /39 /47 /- /- /1.5
EXP:C
Des Ld: 40.00 Mean Height:15.00 ft HORZ(TL
):0.086 D Wind reactions based on MWFRS
NCBCLL: 10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor.1.5 H Min Brg Width Reg= 1.5
Soffit: 2.00Bldg Code: FBC 2014 RES Max TC CSI: 0.341 F Min Brg Width Req= -
BCDL:5.0 psf E Min Brg Width Req= -
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h WI Std: 2007 Max BC CSI: 0.375
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.107 Bearing H is a rigid surface.
Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs)
Wind Duration:1.60 WAVE VIEW Ver:17.02.00.1013.16 Chords Tens.Comp.
Lumber
B-C 555 -613
Value Set:13B(Effective 6/1/2013)
Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x6 SP#2 Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#2
Lumber value set"13B"uses design values B-H 677 -489 HG 412 -456
approved 1/30/2013 by ALSC
Wind Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp. Webs Tens. Comp.
Wind loads based on MWFRS with additional C&C
member design. H-C 350 -507 C-G 475 -427
Additional Notes
The overall height of this truss excluding overhang is
4-10-4. _vostfHtllrrdgwr�rry,
� �'rk
f f
' .'
foe
•
• 0.708, 1I . i
_
• •
fit ;
(
,at SA•T =,,O -
,,,,,,:,,,,......,
...
Fss••....,•■.••NGS
COA stb � e�
02/"099//'200118
"'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabflcatino hsandlinq shipping,installi and bracing. Refer to and follow the latest edition of BCSI Buildin
Component Safety Information,by,WI and'SBCA)for sate actices for to performing these functions. Installers shall provide to pore
brachngipe BCSI.Unless noted o( erwse,top chord shall have property attached structural sheathing and bottom chordshall have a p
attach�8d rid ceiling. Locations shown f� anent lateral restraint Of webs shall have brasnq installed per BCSI sections B3,B7 or 1
drawings asap160A-Zfb Apply pla sato plate positions. and position as shown above and on the Joint-Details, unless noted otherwise. Refer to' ALPINE
Alpine,a division of ITW Building_Compononts Group Inc.shall not be responsible for any deviation from this drawin ,an failure to build the minv,mw,„.
a'nd"�truss in othis"&ance with I1,or tor� "fie` G" ibiiity a signe per Ahipping,installation and bracing of thissesA NsIrPI 1i r ".2""r . coveror Suability me Su to 1500`500 Orange Dr.
For more intimation see this job's general notes page and these web ages:ALPINE:www.alpneiw.can:TPI: www.tput.ag:SBCA:www.sbci duaay.cam:ICC: www.iccsale.ag Orlando FL,32837
CLR Reinforcing Member Substitution
T-Reinforcernent
This detail is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf.
Is specified on a truss design but an alternative web L-Reinforcement) or
reinforcement method is desired. L-Reinf. ,. �`
Apply to either side of web narrow face.
Attach with 10d (0.128'x3.0',min) nails
at 6' o.c. Reinforcing member is
Notes) a minimum 80% of web
member length.
This detail is only applicable for changing the specified CLR
shown on single ply sealed designs to T-reinforcement or
L-reinforecement or scab reinforcement.
Alternative reinforcement specified In chart below may be conservative. min
For minimum alternative reinforcement, re-run design with appropriate w X
reinforcement type.
T-Reinf. L-Reinf.
Web Member Specified CLR Alternative Reinforecement Scab Reinforcement!
Size Restraint T- or L- Reinf. Scab Reinf,
2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web.
2x3 or 2x4 2 rows 2x6 2-2x4 No more than CI) scab per face. INN
Attach with IOd (0.128'x3.0',min) nails - -
2x6 1 row 2x4 1-2x6 at 6' o.c, Reinforcing member is a
2x6 2 rows 2x6 2-2x4010 minimum 80% of web member length.
2x8 1 row 2x6 1-2x8
2x8 2 rows 2x6 2-2x6010
Scab Reinf.
1-reinforcement, L-reinforcement, or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise on Engineer's sealed design.
(310 Center scab on wide face of web. Apply (1) scab to each
face of web.
N.
y�µtNNUN
7�^ Nf/f„�f/
/
.ivwuorsr still NO FLLLOV ALL IQI[t O1 rat I WVG1
.swRn,na massed,Tlgt iblvvl�m,,,�mTllleemlt ti1CLJltslg T1E•Q►N1Q5 • U 4' ' I T L PSF REF CLR Subst.
Trusses rwaar'..xtros coy.S fabrleatSho,hsn Sig,■h�pbhy YrhUYhp and bracr�p, RN •
follow the asst.aeon of sctl auts,o eona—zr••hent Safety TnFornatien by rfI and aChV; • ' .TC DL PSF DATE 10/01/14
Unl ss�i of A.*:,..W,top-chad MUS —117...--,==,...--0.4-4.... Y'a.i '
.hall haw a property attached=ceeYho ucatwns.hash far perranant tater:Lin „str:I t S •T : 0 • r BC DL PSF DRWG BRCLBSUB1014
A ILPO 1� ras haw Sr. p thawed par tion,w.n er t10,a.=toted
path to a L��pLe BC LL PSF
/�1 1 I I`IJ�I \ (� oI tress and poelpon as shown above and an the Joint betels,uiLv noted aelwrMw. • w v
/`��L��� 1 �f Refer to svei ho.1111-2 far standard pat.portions. . "1
Alpbs,a*Asian of ITV LldYho Cwpvrnts fraq Inc shall not I.responsible rr a�deva -d a` • '•, 0,- .,-s-qr TOT. LD. PSF
AN NWCOMPANY yds dream,any failure to lxdd the truss In conraranw with NRI/TPI I,or for nanarhp, \\�C a•.a sasses•• ('��
Installation braabhp of trusses. V
A.elan ted drawing,or cover pope ds1Yg tw a The Indicates and wacceptance we •,sS/-."44,181108111
Yf MN Lam^'" a DUR, FAC.
professiona
• Suite Riverport Drive solely for the f the
dhows The
Suite 200 far any Y respvhsbiey of Yr Yaihy Oslprw per NCf/t�t t tci
Maryland Heights,MO 63043 Far now Intonation see this Jobs general notes pope and these deb sites ' SPACING
N1DEr..aalpbMt.c.nJ TPI,w aipinetargh RICA.e.icrhrrtryry ICCarsaesafearg me di21171/2018
NAIL REINFORCEMENT FOR PLATE DETAIL
This detail may be used when the required number of Nails shall be driven through solid steel at a distance no
connector teeth in a truss member exceeds the actual closer that 1 Inch to the Joint line. Nails may also be driven
number of teeth in the given member. Nails may be driven through the tooth slots, but shall be located at the end of
through the connector plates) in truss members using the the slot farthest from the Joint line.
nail type specified below to Increase the lateral resistance of
the connector plate(s) having a shortage of required Use a maximum of 2 nails per square inch of plate area.
effective teeth.
Nails shall be driven through connector plate having shortage
Nail Type of required effective teeth. Nails may be driven through
Duo-Fast CS157 1.5' x 0.105' Smooth Shank Coll Nall connector plate on each face of Joint If each plate has a
shortage of required effective teeth.
Material Connector Plates Substitution
SP, DF-L, HF, SPF Alpine 20-gage Wave 1 Nall replaces 2 teeth Nails shall be fully embedded Into wood areas free of defects.
(SG )= 0.42) Alpine 20-gage H 1 Nall replaces 2 teeth This detail is applicable only on Joints where the connector
Alpine 18-gage S 1 Nail replaces 2 teeth plate has been offset no more than 1/2' from the design
Nail Type position shown on the truss design drawing,
0.131' x 1.5' Box or Gun Nall This detail Is applicable for trusses with lumber oriented
vertically (2x_) and trusses with lumber oriented horizontally
Material Connector Plates Substitution (3x2 and 4x2),
SP, DF-L, HF, SPF Alpine 20-gage Wave 1 Nall replaces 3 teeth
(SG >= 0.42) Alpine 20-gage H 1 Nall replaces 3 teeth
Alpine 18-gage S 1 Nall replaces 3 teeth t vine
ov`
�o\rt
Lire
0 Joint Line
1
w/tltllaltttrNr
Typical Joint Configurations. This
g�p�l�Pfl,,-•: �1''..Joint Configuration.
This Detail Is Applicable Only Onaikl • QG�lere or Plate Has Been
Offset No More Than 1/2' From h lfiesi•n Posi Ion S . n Vn The Truss Design Drawing.
.meotvrrr F IleLMESOCRalt Da„w�vs m,°Vr l""WESm TICS
au i�,�,c DISTILLERS... U.
108 1
REF NAIL REINFORCEMENT
n,.e...nW entre.cw in
reMleatbr.hanMW..s1�sb��e,YrM1Ynp vd hra�,y Mrer e , —
,461114, pfcUaae the Most edition or SCSI or,wabrl eenpaw,t safety LrFarratbn,by rel°y hradw�far r*y° • DATE 10/01/14 _
G=i `tlwo""'`'`traeh h 'IW`Mew°''°°t. °_=% a�•�•ie el °awn end •
•
shall have a properly,tads,r ld r l.ocstbro Moen for p.nerrnt lateral ,,Te eey S T : • /� DRWG REPPLTNL1014
shaU haw brrtalled per 1[S[,ecafora p.17 or 1x10,u epppgykc Apelrr pa«,to J9�• • i L`,�LC
/'^J E o.tr, .and as.been abay.end on«o Joht Detds.•uriiw�•re=rt..epwreYe. '•d� 9 .....t+�` •
,47 I P N Mf.r to as WA-Z far,tan d plate poeMbr. •.c . - ,. •.•.�
Alper,a dlvtlon o<ITV 1Jldrrp Coipvwn«Grow Inc stall not be r any ...#°,
AN nwaola ANY YY,trash,any failure,to bVld tin truss In Goof amine*afth AMSI/ITIry�for h.nsq. •••llee...••••• f�
Installation brad,of trusses 1J
A seal on in,greeblp or cover bating this traaIro.bllca«,aafpptanee of profs .el
13723 Rlverport Dnve far,e r r ,ort 1e,hpnsr•erAMISITPI I Sect dr.abl/ �► NA4 ,,,,to
SWI.200 D111g11t
Maryland Heights,MO 63043 For acre biranapen we IP Jab',general notes page and thew aeb shten aeen
M.PUF. 1pb elle su TM.eee.apbetary DCA.eee rreYia ar
. /,ICO e..Je s.r..ors CFA thQWW/2018
MAP SHOWING BOUNDARY SURVEY OF
LOT 13. BLOCK 1, SELVA MARINA UNIT NO. 9, AS RECORDED IN PLAT BOOK 36, PAGE 29.
OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
CERTIFIED TO:
KEVIN L.BEEBE
WELLS FARGO HOME MORTGAGE,INC.,ITS SUCCESSORS AND/OR ASSIGNS
BRYAN C.GOODE,III
ATTORNEYS'TITLE INSURANCE FUND,INC.
- ores--
SEMINOLE ROAD
(100.0' RICHT OF WAY)
S 00'02'41" E 91.00' (PLAT)
COINER I/2 IRON PPO" _ S 00'02'15" W 91.02' (MEASURED)
FOUND t!F"IRON RIPE FOUND 1/2'
NO TKICATION I ENTIFtCATIOI FO
NO NO 1/2'IRON PRE
- 9 NOIOENIINTCATWN
O
S 00'01'4T'W j
91.10(YEASIHtED)
S a0'a4'41'E
MAC (PLAT)
W N r ... .
no
= IX Q _ 25.BUXOM RESTRICTION LINE +x' MASONRY WALL " •••, CI
f f• ,• , Q
I— c14•1a7''/ MASONRY WALL 70.6' 206' T14.9' W
<
¢ Q b,-•-.\,,,,,,,,,, f.3'
In
T 4 o x .-16.9' °/ 5.0' R pm \2
D. '� La Q
O N « � 16.f' o 9 h x b
e- r'••• 0
to
GS
0 / / 6 O
4,-- -� ONE STORY x o
" MASONRY • I
n.
to ti POSTED # 1894
Ut CI) k ,
r.. x 57.1' '14.9' In (.:2,o 1n 16.9' / y �ti,Vk l/ In to
co cn f/// \ at:CCx \moi///�//i/ ' '..'. In to
Z Pc \•\\,. • oo °°
Z 2 cn
. 4
x LOT 13
LOT 14 BLOCK 1 /4.3' LOT 12
BLOCK 1 MASONRY BLOCK 1
V "N sNEox
4.6'
o •r
0.4' .6 ei x-0.0'
�-x z x n n w L X X K ONax/2-IRON PIPE
FOUNO 11.2'MON PSE a2'
GAY'NO IDENTIFICATION N 0016'52" W 90.88' (MEASURED) '� No WE NTWICA1ION
M
LOT 15 I N 00'02'41" W 91.00' (PLAT) LOT 17
BLOCK 1 BLOCK 1
LOT 16
BLOCK 1
NOTES: ACCEPTED BY:
LEGEND:
R - RADIUS —X— = FENCE
L = LENGTH C) : CONCRETE
NOTES:
1. BEARINGS ARE BASED ON THE __ PLAT_ _ BEARING OF N 89.57'19" E ALONG THE REVISIONS
NORTHERLY BOUNDARY LINE OF SUBJECT PARCEL.
2. BY GRAPHIC PLOTTING ONLY THE CAPTIONEDDATE DESCRIPTTON
NATIONAL FLOOD INSURANCE MAP DATED LANDS17. 1989. COMMUNITY NUMBER 120075, PANEL X0001 0 THE t
3. THIS SURVEY REFLECTS ALL EASEMENTS & RIGHTS OF WAY AS PER RECORDED PLAT &/OR TITLE COMMITMENT
IF SUPPLIED. UNLESS OTHERWISE STATED, NO OTHER TITLE VERIFICATION HAS BEEN PERFORMED BY THE UNDERSIGNED.
4. THIS SURVEY NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND EMBOSSED SEAL OF THE CERTIFYING SURVEYOR.
JOB # 21760 (_DATE OF FIELD SURVEY: 08-20-03 DATE OF ISSUE: 08-25-03 SCALE- 1" = 20'
CERTIFICATE
SAN. 2522 Oak Street i HEREEtv CERTIFY THAT ORS SURVEY
RESPONSIBLE CHARGE
/!r%� Jacksonville. Florida 32204 ANO MEETS THE TECHNICAL STANDAS ARDS AS SET FO T FLORIDA
s.'�olIll (Phone) 904-389-5989 °� StIRYEYORS ANN)M,IPPERS W 01UPTER 61617-6. FLA
�_� (Fox) 904-389-6175 ADNINISTRA CODE.PU SUA TQ .-(...
412.O?2 ORIDA STAIUIES
sN ' 4 C7
SURVEGIRG inc CHARLES K. mC INTOSH
LICENSED BUSINESS 11 6702 REGISTERED SURVEYOR AND MAPPER / 5502 STATE OF FLORIDA '
LAND SURVEYS 0 CONSTRUCTION SURVEYS 0 SUBDIVISIONS
Kevin Beebe
1894 Seminole Rd _ _
,,,... __ _ _ _ .__ _ . ._••• _ _
Atlantic Beach, Fl 32233 -. , ..,._
.... � .----. •
. .
..
Room Addition ______ _a, _�__ - ____ _ ___
wssrns Iv t-- n Ir r rnrrrar,tw
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,1II11,1I. _ II' 1 I ll ' ,Il
�1 COMMUNITY DEVELOPMENT �'
���� - s.,,o, �" I,',,. DENIED �_;_= --_ - - —
•
4 . I. I i .-i.. 1 tor 13 ,t> 1 - _ -
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;,
r.-EMINOLE ROAD
l� I I L iSITE PLAN) I.. Io. -- — -�-- '
13 6Lo.o. I ^ !PA Per mr bv@ry Ma' 1.010 $ G 4 '-�_ a'. ^+
ION q , m2,.ISNtr 2 xu114' ,rrN r ikOrr , DUVAL.
I I4rr , nr�-. F ICKT eve .ELEVATION
i1111i11In 111111 jji 11U1111 1111., 'giiil:jl,II
— t—._.r^— --_ m
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es
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• / ----
Kevin Beebe OFFICE COPY
1894Seminole Rd . i
REVISiCJN -
BFl 22 BF#Atlantic DATE p. - —Room AdditionSIGNED - - _._""" 1__66.6._...-__---- --------._—_ Iii;ri;""- T.r;�- --;r,;�r"-- �I ;I
36'xsa- 36'.sa' 36'=sa- 36':sa
-- - -
Fixed Fixed Fixed Fixed D•N II1 . I '•‘ __i • ! 1• 4• I
-_ ..:. - Impact Impact Impact Impact I• 1, !i 1I`
II ` - --•
REAR ELEVATION I g R £{.. 'tel
ALL M.GVATI OU ,4-r '/tx•I'-Ox '-'l •
14 (-11Th1 20'4" I
0 201' '
II I =
li. I = -I
I. '
ii '
jl ; 'I II E� rRYt»O •b•41 M._-._ 4oH
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. - •• ' I I I I - I ; STUCCO SXTXAIOA
I 1 ' j I I 1 1 ",6466 trot.
1
I I I 1 I' ', i —� 24• 7'
II +� 1 iI �, i I �►1� illi II!!! _ 1
,,IFI 1 Ii II:++ ' ; ` -�I LEI'T SIDS ELEVATION
.' t ►lil I i111 II. I I I I
1 miaow. ii I - -
1 ,.__i
I � .
'
15OusI'7'-on --{ x ; ox- —.�Jl 7
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I:Iacxi i �... ,.�.. i 11.- .-
• ` • impact
91.0' 19' 9' I I I s I i i I' I I
SEMINOLE ROAD �4.1 i .i 1 I I 1 i ! I i Iimmi' I`.
�__
SITE PLAN 1.. 10. - 4fucc6�
10c.r.or , .1 , Toc. 1 A r, 2 op. ,Q 5.,-V 3 2JVA.. -RIGNT SIDE ELEVATION
�EC71oN TO�IINSHI� 2 ��r �
OoLJNTY ,PLOFQI10/4,-
/`tom✓c3:2,Al 1-2°vlc -e�
Kevin Beebe /
1894 Seminole Rd _
_.......
...„.............. . ___ . .
_..................
_..
Atlantic Beach, Fl22
3 33 __
Room Addition I , ;;. 7I;I7TI�+.'I� i.--r , ►� !I
I- ,_ Fixed Fixed Fixed Fixed GMO 04 6 !Mi God,' �4v !
'raped Impact Impact Impact
i_LL •I.,.1_. _._ _ .__ _ �I I_I _ I .
''11.0 . . – —--:._----- I
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ILGLGVATIOU4 1 1'
AT s IL Cil el
ALL •
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SI 20'
; 4.
1" 04 rte". 60 Of CO .401 SII I ,-. 6—
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LEFT SIDE ELEVATION
III �I,HT,' '
�..n . I.I -' _- . aI COMMUNITY DEVELOPMENT
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st 91.0' ;I I Pvrllrro Io Ls I. i • , i
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SEMINOLE ROAD I I , ' i i
mill 1I I .1I 11
SITE PLAN V= 10'-°‘
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RIGHT SIDE ELEVATION
COUNTY ,MOKIOA-
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Kevin Beebe 2 j,
1894 Seminole Rd _
Beach Fl32233Atlantic _ --------.."'-i---....
Room Addi•tion• ;tr . xsir %>s. .58.....,_____________
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-'---.-- - - Fixed Fixed Fixed Fixed 6e4o 114 6 144 I ( core *4p I 1 I
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construction . 46158" I
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Kevin Beebe -��,,,,,,,
1894 Seminole Rd
Atlantic Beach, Fl32233
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--- ---- - ' Fixed Fixed Fixed Fixed Geo N4 °• !14 601.1 640 1
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RI�uT SIDE ELEVATION
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• Kevin Beebe 1894 Seminole Rd Atlantic Beach, FL 32233 Room Addition
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FOUNDATION PLAN /*"-ILd - • IF LOOK - PLAN /4'.11.01
20'4" x 15' Room Addition
Kevin Beebe
1894 Seminole Rd.
Atlantic Beach, FL 32233 - . aaNfis��u$ K►0�. BHT COMMUNITY DEVELOPMENT
APPROVED
-' . 761/4" '�.
/'..--- ioverall height ----- 1114,
.--- ,� u4404 GP 1/2 plywood sheathing
Heel Height '" "`� w/arch asphalt
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. .a 4"Wirt 045.1%• r.rail*M0114ZOGIC. WA 1.44,. AH ' GEiLINat' .,A
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hangcant epIsAnii4d, WA6 nnri}
screen vent exq 61'1)0'' •W 1410.4, . we d facia
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