751 Paradise Ln 2015 screen room CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
RESIDENTIAL ADDITION
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
JOB INFORMATION:
Job ID: 15-RADD-84
Job Type: RESIDENTIAL ADDITION
Description: screen room addition
Estimated Value: $14,700-00
Issue Date: 2/12/2015
Expiration Date: 8/11/2015
PROPERTY ADDRESS:
Address: 751 PARADISE LN
RE Number: 172376-0190
PROPERTY OWNER:
Name: VALDERRAMA ET AL, MAURICIO
Address: 751 PARADISE LN 751 PARADISE LN
GENERAL CONTRACTOR INFORMATION: CONSTRUCTION
Name: M DAIGLE AND SONS
Address: 1751 BLAIR RD MICHAEL A DIAGLE
Phone: - -
PERMIT INFORMATION: PUBLIC WORKS:
Provide construction site management plan, including Right-of-Way Permit if using right-of-
way for construction parking.
Full right-of-way restoration, including sod, is required.
Roll off container company must be on City approved list and container cannot be placed on
City Right-of-Way. (Approved: Advanced Disposal, Realco Recycling, Republic Services,
Shapell's and Waste Pro.)
Full erosion control measures must be installed and approved prior to beginning any earth
disturbing activities. Contact Public Works (247-5834) for Erosion and Sediment Control
Inspection prior to start of construction.
FEES:
ENG REV RESIDENTIAL BLID $25.00
PLAN CHECK FEES $61.75
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
% k .
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
UTIL REV RESIDENTIAL BLDG $25.00
BUILDING PERMIT FEE $123.50
STATE DCA SURCHARGE $2.00
STATE DBPR SURCHARGE $2.00
Total Payments: $239.25
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Road, Atlantic Beach,FL 32233 " FILE COPY
Office (904)247-5826 Fax(904)247-5845
0, Permit Number: /
Job Address: —
Legal Description -131 arcel#—LLC—)
q t. ;�Iq r Lheated/cooled
70b,60 Proposed Work heated/cooled -VIA— Zn-
Valuation of Work$—Llk"
Class of Work(circle one): New Additio ) Alteration Repair Move Demolition pool/spa window/door
C�" Commercial Residential
Use of existing/proposed structure(s) circle one): e): Yes No N/A
If an existing structure,is a fire sprintjer system installed?(Circle on
Florida Product Approval 4
For multiple products use product approval form
f work to be performed:
Describe in
'fidetail the type
I ,� &�,ef-ee,x,,I e)
d�v bo L,
PrOlDerty Owner Information:
contractor Info rmation:
�e -
ualifyin A nt:
Company Name: e iyAm Stat�,
State
Address: C1 Fax
Jo� Ll
'o e/Con 9
Job Sjite/C ta t Number
office Phone —tion�q
,.,c io
State Certification/Registration#
&P
Architect Name&Phone#
Engineer's Name&Phone#
Fee Simple Title Holder Name and Addres
Bonding Company Name and Address
Mortgage Lender Name and Address as indicated. I certify that no work or installation has commenced prior to the
Application is herepy mad fter
%�?obtain a permit to do the work and installations
issuance ofa permit and all work will be pedbrmed to meet the standards q7,all laws regulating construction in thisjurisdiction. This permit becomes null
'h- - (6)months, or ifconstruction or14 ork is gniided or abandonedfor a XP5
,feriod ofsi months at any time a
Work plumbing,Signs, jells,Pows, urnaces,Boilers atm
and void ffwork is not commenced wit in six permits must be securedfor Eledric He
work is commenced. I understand that separate
Tanks and Air Conadoners,etc. LURE TO RECORD A NOTICE OF
WARNING TO OWNER: YOUR FAI G TWICE FOR IMPROVEMENTS
COMMENCEMENT MAY RESULT IN YOUR PAYIN
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING., CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
plication,and know the same to be true and correct. A 11 provisions of laws and ordinqnces governing,this
I here certify that I have read and examined this I X or not. The granting of a permit does not presume to give authority to violate or cancel the
V, k will be coliplied with whether speci ted herein
war nstruction or the peiformance ofconstruction. %
Xvisions ofany otherfederal,state, or local law regulating co el
Signature of Contractor
Signature of Owner
Print Name Print Name -e
o and subscribed before me
Sworn to and subscribed before me 201Y �,,�-orn rt; Day of m 20)
this 5' Day of
ICHAEL ANTHONY QMaLE- N Y COWAISSION 0 EE190228
MY *OMMISSION#EE130945
No ublic EXPIRES December 18.2015 EXPIRES ApdMvMd 0 1 6.10
MI) 153 RofideNotaryservice.com (407)39"133 FI&—WI—V8WVW0AW
VEY OF ZIOT 29,
MAP SE(OVING BOUNDARY UMVEY'
AS SHOWN ON MAP OF PARAMSE VE
AS RECORDED IN PLAT BOOK 57. PAGES 31 nfROUG" '34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY- FL A.
41 IJIGHT-OF-WAY Ll HEREON IS ON THE AWVE MEN71ONED PLAT.
RFARINC SHDIIII TO LIE My")" FLOW ZONE X,AS SCALED FROM aw FLOW INSURANCE RATE MAPS.
NOTE THE PROPERTY WKVLTL-U
COMMUNITY PANEL No. 120075-00011). DATED 4-17-89-
D.- " S�MVFRANCINE V. VALDERRAMA
F01.00 I1r oWN"1704) ANTA.E MORTGAGE COMPANY
SET 118 1704) DEBORAH W. TAYLOR, P.A. INSURANCE COMPANY
PC pMT or OURVAnow OLD REPUBLIC NATIONAL TITLE
Pf poWr or 00ERSECTIM
UNPLATTED PART OF SEC77ON 18,
TOWNSHIP 2 SOUTH, RANGE 29 EAST
S7AR-3
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LOT 9
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2 STORY
FRAME' DWELLING LOT 28
LO T 30 #751
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4' DECK
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PC :lii��-SE'T Ofsoc pf
'31 mw (LB 1704)
X-CUT 7-5' .AEA
--IELECTRWAL
PARADISE LANE EASEMENT
(PRIVATE RIGHT OF WAY)
I iNEFMW CERWY THAT THIS SURVEY. PERFORMED UNDER MY RESPONSIIXE MECTION MUTS THE
MINIMUM TECHNICAL STANDARDS FOR LAND SUR%CyCRS IN ACCORDANCE WITH CHAPTER 6107-6. FLORIDA
ADMINISTRATIVE CODE (MMANT TO SECTION 47ZO27. FLORIDA STATUTES). AND FURTHER CERTIFY THAT
r
#4FRE ARE No %4SISLE ENCROACH&#MTS UPON THE SUSKC�e PROPERTY EXCEPT AS SHOWN.
(XA#MM AND ASS"= W-
c
SURVEYED: MAY 11 2007. PROFESSIONAL SURVEYORS &MAPPERS
IW UAWO AW-JACXWN'A-F FL.32207
-23 Is 704
SCALE- 1"-20'
Lion
RAP FIELD BOOK: 729 PAGE: 37 -D SLW*-M tift 2381.FLOFWA
JOSE A. HILL
a%vwQ%A-LomNpAwAatqE PorsFww%Lor-2p-FwAL-vwc fg?J ROMY MDT VAM WTMa 80OSSED SE�j
TREE VEGETATION AFFIDAVIT
11 SS\ city of Atlantic Beach
Department of community Development
Planning &Zoning Division
800 Seminole Road Atlantic Beach, FIL 32233 S,14/
rj (P)904 247-5800 (F) 904 247-5845 PERMIT# ADO —
SECTION I-APPLICANT INFORMATION Owner(s) F_ Legal Authorized Agent*
NAMEOFAPPLICANT
NAME OF COMPANY Cb rt:�&r i_io is in
ADDRESS OF COMPANY L
(—J7Un
tj <Q-7 _3�[ Q 7LSEMAIL
PHONEq &tIELL U Q
CONTRACTOR CERTIFICATION NUMBER
ATLBCH BUSINESS TAX RECEIPT NUMBER
SECTION 11-SITE INFORMATION
STREET ADDRESS OF PROPERTY f�M a
lfan address has not been assigned to this propert)4 contact the AB Building Department at(904)247-5826 to request an address.
LEGAL DESCRIPTION -t�)q _�) ye,
LOT BLOCK SUBDIVISION
REAL ESTATE NUMBER LOT OR PARCEL SIZE: SQ FT AC
RESIDENTIAL COMMERCIAL OTHER(SPECIFY)
affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation"of the Municipal Code of
Ordinances for the City of Atlantic Beach, FL andlor I have participated in a pre-appfication meeting with the Administrator of those
regulations. Subsequently, /offirm that no regulated trees and no regulated vegetation will be damaged, destroyed andlor removed
from the above-described or adjacent properties in conjunction with this project.
z4� SIGNA rURE OF OWNER
SIGNATUKE OF OWNER
fore mZo thl *day of by State of
Signed and sworn be AD
vCounty of
Identification verified:
Oaths orn: F/— Yes
JENNIFER L FORD
My COMMISSION#EE190228 Notary Si ature
EXPIRES AprN 17,2016
1. FWd&NcWrjS9rv1c9.com MYC ission expires:
IFILE C04PY
AFFIDAVIT FOR ATTACHING A NEW STRUCTURE TO AN EXISTING STRUCTURE
TO: Building Inspection Department,City of Atlantic Beach, 800 Seminole Road
Home Owner: Maurt.o-in vaidt,)�ama-
Naw, I
In . -
S e 1�ddre ,�(,
I AA T I --Tlnr�db-
Q3 3
City. Siate and Zip Code
Contractor: nmiru Ac6
— M - &us
PermitNumber
As the Contractor for the proposed new structure located at the above address,I have personally viewed
with the above named home owner those portions of the existing structure on which portions of the
proposed new structure are to be attached for structural support.I am confident that the drawings and
details included with this permit application depict the existing conditions of the host structure,and the
mernbers of the existing structure upon which the new structure are to be attached are sound with no rot
or deterioration. The home owner has been advised by me that, in my bestjudgment based on experience
and knowledge of structural adequacy,the members of the existing structure upon which the new
structure are to be attached are sound with no rot or deterioration and will support all structural loads and
forces imposed on them.By signing below, I hereby declare that I will hold the City of Atlantic Beach
harmless and release it from any responsibility and liability for any adverse consequences or failures
resulting from this work,and further that I will not initiate,execute or enjoin any legal action against the
City of Atlantic Beach for such consequences or failures.
A copy of this document wiH be recorded as an official record with the Building Inspection
Department permit history so that any and all future buyers/owners of this property may be made
aware of the status of work performed on tWs structure.
Signed ir�L4 Datetl/ 1,-),6/c/20/�—
Before me thisr b'��tday of, �61a� r9())
In the County ji—Duval, State of Florida, lids personally appeared
Irherein by himself/herself and
�—ez &—j"C-7/e
all statements and declar I I'I s herein are true and ccurate.
a I stateme and decla 0 s',erem are tru
rw e
nts JENNIFER L FORD
..0FA-% ,
MY COMMISSION S EE190220
tL L/S f C u Zof
-y a a e, te f T'656k&Coun�ty of
Notaiy at Large, Stat JUY' Ve I— EXPIRES Apd 17.2018
t_f
_I Ic ti
Person own X—/ o roduced Identification (On 39"153 FW*!4n1!=",am
ID TY
F:building/affidavit for attaching a new structure to an existing structure.docx 7/21/09
SUNROOM9 SCREEN ENCLosuRE, AND/OR SCREEN ROOM AFFIDAVIT
CITY OF ATLANTIC BEACH
JOB ADDRFSS: D ,5 i _ rAd 1.",�e- zane Wlodin il---a (3c;P33—PERMIT#
INSPECTIONREQUEST PHONE LINE(904)247-5826
The purpose of this document is to make you aware of any limitations in the enclosure that is being permitted at your residence.
The table below, Sunroom and Screen Enclosure Requirements provides a brief description of the various sunroom category
requirements. There may be restrictions on the use of your present home depending on the category of sunroom you are installing.
The property owner is hereby notified that should any form of temperature control system be added to,a Category 1, 11, or III
Sunroom or the removal of the doors separating any Category I thru IV Sunroom from the host structure occur, the room shall
become non-compliant and must comply fully with all of the requirements for habitable/conditioned spaces as mandated by the
Florida Building Code,The Florida Model Energy Code and State Statutes.
Scree Room,Sunroom an Screen Enclosure R auiremnts
Category 11 111 IV V
Habitable Space No No Yes Yes
Foundation Walls<200plf can Walls<200plf can Walls<200plf can Walls<200plf can have Walls<200plf can have
have 8"Wxl2"D ftg iave 8"Wxl2"D ftg have 8"Wxl2"D fig 3"Wx]2"D ftg 8"Wx]2"D ftg
or 3-1/2"slab if no )r 3-1/2" slab if no or 3-1/2"slab if no
concentrated load concentrated load concentrated load
>7501b >750lb >750lb
Exit Lighting Not Required Required Required Required Required
Interior Electric Not Required Not Required Not Required Required Required
Outlets I
Emergency Escape -3-gress from exist. Egress and Exit must Egrest and Exit must Egress and Exit must Egress and Exit must
Openings ;tructure allowed if meet code 'neet ode. Other neet code. Other neet code. Other
)pen to atmosphere or 'esistance -esistance requirements -esistance requirements
,onsidered screen -equi�ements for " rf
o orced entry,air 'or forced entry,air
mclosure and has eakage and water eakage and water
rced entry,air
creen door leading eakage and water )enetration also apply. )enetration also apply.
I way from residence. enetration also apply.
Misc.Window and ost structure emovable windows Zemovable windows Host structure windows Host structure windows
oor Requirements windows/doorms shall llowed in sunroom. illowed in sunroom. k doors shall not be &doors may be
not be removed. Host structure -lost structure -emoved. removed.
indows/doors shall vindows/doors shall
not be removed. ot be removed.
Wind Borne Debris Not Required Not Required Not Required Required Required
Dpening Protection
Energy Sheets Not Required Not Required Not Required Required Required
hereby acknowledge that I have read and understand all the above on this Day of
ome Owrfer's Signature Print Name
rATE OF FLORIDA,COUNTY OF DUVAL:
ie foregoing instrument was acknowledged before me this AtL day ofL Jar)(famu 20_La_,by
'T1101_1jKiN'0 V0___ I-ra Ma Z= herein by himselylerself and affirms all
itements and declarations herein are true and a urate. I
ate.
. (_ hd
0
W_ 1, ST
NO Y PUBLW, ST E OF FLORIDA
JENNIFER L FORD
P
My COMMISSION#EE190228 P Name:, i�V)al
EXPIRES April 17,2016
�ersonally Known/0 Identification:
SEMINOLE ROAD,ATLANTIC BEACH, FL 32233 PHONE(904)247-5826 FAX(904)247-5845 R-EVISED 1-20-10
� � 9 � -� T � 7,
ALUMINUM SCKEEN UL�iC,-
JAN 2 9 EASDA, 4
,-By General Notes & Desi$!n Standards
The following are general design standards.More stringent design standards may be noted on the plans. In the event
of a conflict in plans and/or design standard dimensions and/or member sizes,the contractor must utilize the more
stringent dimensions and/or member sizes prior to ordering materials,fabrication and/or construction.
Desian Codes:
Florida Building Code 2010 Michael Thompson
Aluminum Design Manual 2010 2015.01 .29 14:34:09 -05'00'
ASCE 7-10
Desian Loads: "!1qP"�"_%WM1W
Pursuant to FBC Chapters 16&20
Ultimate Wind:-130 MPH(FBC Table 2002.4)
Risk Category:-See attach site specific plan sheet(FBC Table 1604.5) FILE COPY
Exposure Category:-See attach site specific plan sheet(FBC 1609.4.3)
Additional Load requirements.
Structural members supporting screened enclosures are designed for wind in both of two orthogonal directions using
the pressures given in Table 2002.4.Each primary member is also designed for a 300 pound load applied vertically
downward along any I foot of any member, not occurring simultaneously with wind load.In addition to wind
pressures, purlins is also be designed for a 200 pound load applied vertically downward along any I foot of any
member,not occurring simultaneously with wind load.
Desi2n Basis:
Allowable Stress Design(ASD)=Allowable Strength Design(ASD)divide by safety factor
General Requirements:
Reproductions of contract drawings by contractor in lieu of preparation of shop drawings signifies acceptance of
information shown as correct and obligates himself to any expense,real or implied,arising from their use.
A change to the structural drawings due to the acceptance of alternates and/or substitutes is the responsibility of the
contractor and must be submitted to the engineer for approval.
The general contractor and each subcontractor shall review the approve construction plans in its entirety and verify
all existing conditions prior to the start of any work. All inconsistencies shall be reported to the designer and/or
structural engineer, if needed. Should contractor construct the premises in a fashion not consistent with the plans
prepared by the designer and/or structural engineer, or in any fashion, change the plans and drawing without the
review and approval from the designer and/or structural engineer. Then designer and/or structural engineer shall
bear no responsibility or liability for the construction of premises and accuracy of the drawings.
Foundation and Earthwork:
Soil bearing capacity—2,000 psf Minimum
When unsuitable soils are encountered as specified bearing strata,notify owner's representative/engineer.
Provide neat excavation for footing and place concrete immediately after excavation and inspection.
Pump water from footing excavation if greater than one inch.
Compact all fill to 95%ASTM D698 density.
Unit soil weight= 105 pcf
L I
internal angle of friction=30 degrees 6'�ENSO
Coeff.Of friction between footing and soil 0.5 f No.475"
5200 Vineland Road., Suite 250, Orlando, FL 32811. 407 5 9 k)arAT&wo I
b
www.aluminumscreendesiii corn
% OR
ALUMINUM SCREEN DESIGN
NONEAS D, Jlr- ,, L Cor-tf.Lf OV f PU"-- `Q
Cables:
Contractor shall provide a minimum 1/8" diameter stainless steel cable tie down at side and rear walls of screen
enclosure. Contractor shall secure cable to top of column located at each comer and where there is a difference in
column height locations. In addition, cables shall be spaced to provide wall support not exceeding 227.5 ft' with
bottom each end of cables secure to concrete slab with a minimum 3"ASTM A-36 steel clip with 2-1 1/2" x 1/4
tapcons or equal.
Beams&Uprights:
In the event of a conflict with the values in this table and the site specific plan,the contractor must utilize the more
stringent dimensions and/or member sizes between the site specific plan and the below applicable span limitations
prior to ordering materials,fabrication and/or construction.
130 MPH Upright Pool Cage Enclosures
PRIMARY WALL BEAMS-SCREEN&PATIO ROOM ENCLOSURES ROOF PANELS 130
Beam-Size max col Spacing Column-Size Max Column-Height Pan Roof Span Insulated Roof Span Upright MPH
2X3 G-0- 2X3 8.-� 3"Spans 13'-6" 3"Spans 15'-0"
2X4 — V.6. 2X4 8'-0" 6"Spans 20'-0" SIZE Height
2X5 101-01 2X5 91-0" 2X4 11,4-
2 X 5 13'-6"
PRIMARY ROOF MEMBERS-POOL CAGE ENCLOiURES ROOF P LS 2 X 6 15--0"
RoofSpan RoofSpan RoofSpan
*Maximum Beam *Maximurn Beam 'Maximum Beam 2 x 7 16'-9"
SIZE Spacing=6'-0" Spacing-6-8" Spacing=r-2" PanRoofSpan Insulated Roof SW
2X4 16'-6"
2X5 24'-3. 23'-0" 20'-0"
2X6 2T-(r 26'-0" 23'-9" 3"Spans 13'-6" 3"Spans 15'-0"
2X7 29'-0" 28'-0" 2T-b" 6"Spans 20'-0" COPY
2 X 8 1 35-:W— 34'-0' 33*-6" FILE
2X9 3r-O" 36-0 351-6o
0 41'-0" -0. 39'-6"
Knee Bracinz
Contractor shall provide knee bracing on 45 degree angle pursuant the attach detail sheet that specified size and
length requirements.
Purfin:
Contractor is required to install purlins spaced to align with column spacing;however,spacing between purlins shall
not exceed T-2".
LICEN E
No.4709
5200 Vineland Road., Suite 250, Orlando, FL 32811. ( 407-5 9
www.aluminumscreendesi n.
CITY OF ATLANTIC BEACH . JILE COPY
Building Department
800 Seminole Road
Atlantic Beach,Florida 32233
(904)247-5800
PLAN REVIEW COMMENTS
Permit Application # 15- - R�q 4)L-�t4j
Property Address: J 5- 1 Pa 1-4rW� -5'-e Z-a,17
Applicant: S /,("I
Project: 3C r 40-0 ri kooe-rl 4-1 xdly-e It-
This permit application has been:
Approved
Reviewed and the following items need attention:
X
Cz -e-
L
a�(I
)Et k--f2A
NN �./
C -e-e ti do v(z r-,P- &- 4?5r7-d,4
do v,e 4- -A r '01;10'CA I n CZ /I e SY ry C&Y�q-
)c
r-1) /Vo 46e
a) Y) ed a n 4-JA'e 4- Cz 'V /'z-a�;-o I
G-1ve- ba- O'n -1,A e- /1 le At,—
SL r-e-e ', ao rc�' C /I c/-i e
JF' Y
6 176 a 16 A i-,p e y i
4 AeOl 1�e-k r 0-ffl-z-e
Please re-submit your application when these items have been completed.
Reviewed By: /-21 Date:
P -3�'6
7 96
APPLICATION NUMBER
Departmen
[F( be ass;
City of Atlantic Beach (To be assigne by the Bui t
Building Department jq
10
J
800 Seminole Road
-5445
7� Atlantic Beach, Florida 32233
Phone(904) 247-5826 Fax(904)247-5845 Date route&
E-maiL building-dept@coab.us
)"6T City web-site. http�//wwwcoab.us
APPLICATION REVIEW AND TRACKING FORM
: -7c,�y -7) D ent review required Yes 0
Z
Property Address
a ning &Zoning
Applicant:
Tree Administrator
1A) ublic Works
Project: Utilitie
Pub 11
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
[-�Denied.
Reviewing Department First Review: [�rApproved.
(Circle one.) Comments:
Z�
CB U I�LDIN
PLANNING &ZONING Reviewed by: 01 Date:-/
TREE ADMIN. Second Review: FlApproved as revised. DIDenil
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: []Approved as revised. F]Denied.
Comments:
Reviewed byi Date�
Revised 07/27/10
city of Atlantic Beach APPLICATION NUMBER
(To be assigne by the Building Department.)
Building Department
800 Seminole Road oaq
A ic Beach, Florida 32233-5445
tlant
Phone 6 - Fax(904)247-5845 Date routed: /1-45
(904)247-582
E-mail: building-dept@coab.us
City web-site: hftp://www coab.us
APPLICATION REVIEW AND TRACKING FORM
_7c'�J /
Q ent review required Yes No
Property Address:
Applicant: A anning &Zoning
Tree Administrator
(,rublic Works
Project: Utikitfie
<_MHUD111 U
Fire Services
Review fee $ Dept Signature
Agency Review or Permit Required Review or Receipt Date
Other of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St.Johns River Water Manag ent District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: Approved. enied.
Comments:
(Circle one.) SC4 A49
BUILDING
PLANNING&ZONING Reviewed by: Date-._V,&/'r
L
TREEADMIN. Second Review: rvApproved as revised. DIDenied.
Al
PUBLIC WORKS Comments:
PUBLIC UTILITIES Reviewed by: jo!<e Date: 112-L If I If
PUBLIC SAFETY z I
FIRE SERVICES Third Review: [—]Approved as revised. [-]Denied.
Comments:
Reviewed by: Date:
Revised 07127/10
APP
City of Atlantic Beach JA/V� 4 2015 APPLICATION NUMBER
(To be assigne by the Building Department.)
Building Department
800 Seminole Road
3-5445
Atlantic Beach, Florida 3223
(904)247-5845
Phone(904) 247-5826 � Fax
@coab.us Date routed:
E-maili building-dept
city web-site� http://vvww coab.us
APPLICATION REVIEW AND TRACKING FORM
0'
Property Address: D n ent review required. Yes No
Applicant: lanning &Zoning
Tree AdrninE�trator
ublic Works-')
e I�,C �&4�
Project
A6
Fire Services
Review fee $ Dept Signatu
— Review or Receipt
other Agency Review or Permit Required of Permit Verified By Date
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.
APP ICATION STATUS
Reviewing Department First Review: Approved. E]Denied.
(Circle one.) Comments:
BUILDING
PLANNING&ZONING Reviewed by: Date:
AP I C�A (3 N�51 A�l
P rov T' Ul
First Review_ App ed E]Denied
TREE ADM IN. Second Review: FlApproved as revised. []Denied-
Comments:
U ICU
Reviewed by: —Date:
4BLI FS;AFrY�'
FIRE SERVICES Third Review: nApproved as revised. FlDenied.
Comments:
Reviewed by: —Date:
Revised 07127/10
city of Atlantic Beach APPLICATION NUMBER
"".0 (To be assign
'P by the Building Department.)
Building Department JAN 4 20 /� - jq
800 Seminole Road
-5445
Atlantic Beach, Florida 32233
Phone(904)247-5826 . Fax(904)247-5845 Date routed:
E-mail: building-dept@coab-us
coab.us
city web-site: http://www
APPLICATION REVIEW AND TRACKING FORM
D paxtment review required Yes No
Property Address:
Applicant: anning &Zoning
Tree Administrator
)7) 1A) ublic Works
Project Utilitie
A6 u I
Fire Services
ture
Review fee Dept Signa
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept. of Environmen a ro e iii
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: AApproved. DDenied.
(Circle one.) Comments:
BUILDING
/Z
PLANNING&ZONING Reviewed by�_ Date:
TREEADMIN. Second Review: nApproved as revised. OlDenied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFET Reviewed by: Date:
FIRE SERVICES Third Review: FlApproved as revised. []Denied.
Comments:
Reviewed by: Date:
Revised 07/27110
NOTICE OF COMMENCEMENT
Stateof ao)tzl Tax Folio No.
county of DA
To Whom it May Concem to certain real property,and in accordance with Section 713 of
The undersigned hereby informs you that improvements will be made
flowing information is stated in this NOTICE OF COMMENCEMEbLT-
the Florida Statutes,the fo xi-�e Pr
roved: Jr-
Legal Description of property being imp
Address of property Mmg improved: A-YN
General description of improvements:
Owner: fho', I Y,1. C - C) . (I I e K Address: W oil,
Owner's interest in site of the improvement:
Fee Simple Titleholder(if other than owner):
Name:
Contractor: CA As
-Or-) I 1 1 , Gbel
Address: Fax No:
Telephone No.:
Surety(if any) Amount of Bond$
Address:
Fax No:
Telephone No:
Name and address of any person making a loan for the construction of the improvements
Name:
Address:
Fax No:
Phone No: lorida, other than himself,designated by owner upon whom notices or other documents may be
Name of person within the State of F
served: Name:
Address:
;�:b Fax No:
Telephone No: o receive a copy of the Lienor's Notice as provided in Section
In addition to himself, owner designates the following person t
713.06(2)(b),Florida Sta es. (Fill in at Owner's option)
Name:
Addres�s: Fax No:
Telephone o: from the date of recording unless a different date is
Expiration date of Notice of Commencement(the expiration date is one (1)year
specified):
THIS SPACE FOR RECORDER'S USE ONLY OWNER, Date: L-3 H
Signed:
-in.the County of Duval,State
.efore me is 'd --
Doc#2015013480. OR BK 17039 Page 4-11, /dey--amcL
Number Pages:1 )f Florida,has personally ap e ed f D val.
Recorded 01/21,2015 at 08:05 AM, 4otary Public at Large,State of Florida,Coull
Ronnie Fussell CLERK CIRCUIT COURT DUVAL tly commission expi or
COUNTY "ersonally Known:
RECORDING$10.00 ?roduced Identifficati Comm 0 EE190228 ---
E"ES AM V.2010
General Notes
A.CONCRETE&FOUNDATION DESIGN: HOT DIPPED GALVANIZED. I HEREBY CERTIFY THAT I HAVE REVIEWED
1. ALL CONCRETE GRADE BEAMS AND FOOT NGS SHALL BE 3000 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF BX 4. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY THIS PLAN AND FOUND IT TO BE IN ,
PSI MINIMUIVL BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR. COMPLIANCE WITH ASCE7-10, &FBC 2010
2. ALL CONCRETE FILLED SUPPORTED SLAB,' SHALL BE 2500 PSI 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE 5. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL WITH 2013 SUPPLEMENT.
MINIMUM,3 1/2"NOMINAL THICKNESS. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
3. FIBERMESH(3/4"PER CUBIC YARD MIN.)M:MTING GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF ENSURE BONDING AGENT IS USED FIRST.
- 1% P Y
APPROPRIATE ACI AND ASTM REQUIREME',ITS MAY BE USED THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL,BE 6. SCREENING MATERIAL SHALL BE 18X14X0.013 OR
IN LIEU OF WELDED WIRE MESH INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
4. ALL SLABS ON GRADE SHA H. CIRCUMSTANCES BY DRIVING WITH A HAMMER. ON DRAWING S-2. U U
LL BE 4"THICK WITH FIBERMES F
5. ALL REINFORCING SHALL CONFORM TO A 5TM A615,BE GRA
DE 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN 7. 1"X2"X.045 NON-STRUCTURAL MEMBERS SHALL BE ATTACHED
60(60 KSI MIN.)DEFORMED BARS,#3 BARS\4AY BE GRADE 40
ACCORDANCE WITH THE SPECIFIC MANUFACTURERS TO HOST WITH 1/4"DIAMETER X 1-3/4"EMBEDMENT&24"O.C.
6. ALL OVER POUR CONCRETE FILLED SUPPC RTED SLABS SHALL REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY MASONRY SCREW FOR CONCRETE&EQUIVALENT SIZE WOOD SCREW w
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. BE APPLIED IN CONDITIONS ACCEPTABLE TO WHEN IN WOOD
 X 1/2"EMBEDMENT SMS OR TEK SCREWS
7. SOIL BEARING PRESSURE SHALL BE A MIN MUM OF 1500 PSF. MANUFACTURER. FASTENERS SHALL BEA MINIMUM OF SAE IN ALUMINUM MEMBERS TYPICAL.
GRADE#5 OR BETTER ZINC PLATED.
8. THE CONCRETE SHALL CONFORM TO ASTN[C94 FOR THE
FOLLOWING: 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
OPC(PORTLAND CEMENT TYPE I,-ASTM C 150). PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE300
AGGREGATES-fl6 STONE,ASTM C33 SIZE 0.67LESSTHAN 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES JOB DESCRIPTION: SCREEN ROOM
3/4". FOR USE WITH ACQ PRESSURE TREATED WOOD,OR
AIR ENTRAINING+/-1%-ASTM C 260. OTHERWISE NOTED ON PLANS.
WATER REDUCING AGENT-ASTM C 494. 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. PROFESSIONAL ENGINEER SEAL
CLEAN POTABLE WATER. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS DESIGN DATA:
OTHER ADMIXTURES SHALL NOT BE PERM TTED. G-185. 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH ENGINEER OF RECORD
9. METAL WELDED WIRE SHALL CONFORM To ASTM A 185. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL NOMIZ DESIGN WIND SPEED Vasd: 110 MPH W.
10.PREPARE&PLACE CONCRETE ACCORDfN( TO AMERICAN BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 2. RISKCATEGORY : 1 David Smith P.E.
CONCRETE INSTITUTE MANUAL STANDAR)PRACTICE,PART 1, UNLESS NOTED OTHERWISE. 3. WIND EXPOSURE B
2,&3 ALONG WITH HOT WEATHER CONDI-I IONS 4. WIND LOADS: FLORIDA LICENSE NUMBER:53608
RECOMMENDATIONS. E.REFERENCE STANDARDS: SCREEN ROOF: N/A
11.IF UTILIZING EXISTING CONCRETE FOR FOI JNDATION, ASTM E 119 SCREEN WALLS: 23 PSF E Thomas L. Hanson P.E.
CONCRETE SHALL BE A MINIMUM OF 4"iN rHICKNESS, ASTM E 1300 SOLID ROOF(MWFRSJ: 20 PSF FLORIDA LICENSE NUMBER:386S4
VISIBLY FREE OF ANY STRUCTURAL EXCE$SIVE CRACKING, ASCE 7-10
SPALLING OR OTHER DETERIORATION. AA ASM35,AND SPEC.FOR ALUMINUM PART I-A,&1-B E Mark Ronald Dunn,Jr.
ASTM C94 5. FACTORAPPLIED TO SCREEN WIND LOADS FOR 18X14X0.013
B.MASONRY: ASTM ClSO OR EQUIVALENT DENSITY SCREEN MESH: 0.88 P.E.
I-CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C33 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 FLORIDA LICENSE NUMBER:73968
HOLLOW UNITS AND SHALL BE 1900 PSI ML 41MUM BASED ON ASTM C260 7. LIVE LOAD:
TYPE M OR S MORTAR. ASTM C494 300 1b.VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
2.ALL MORTAR SHALL BE OF TYPE M OR S. ASTM A615 200 lb.VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS. E Joel Falardeau P.E.
3.ALL GROUT SHALL BE 2000 PSI MINIMUM A 14D HAVE ASTM A185 8. PROPOSE D RAISED SLAB W/12"X16"STEMWALL FOOTER W/(2)#5 REBAR FLORIDA LICENSE NUMBER:70667
MAXIMUM COARSE AGGREGATE SIZE OF 3/3". FLORIDA BUILDING CODE 2010 (CHAPTERS 16,20 AND 23) SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE,
4.PROVIDE CLEAN-OUTS FOR REINFORCED C LLS CONTAINING W/2013 SUPPLEMENTS. SEE GENERAL NOTES FOR CONCRETE&FOUNDATION DESIGN FBC Plans &Engineering
REINFORCEMENT WHEN GROUT POUR EXCEDS T-O"IN 2005 ALUMINUM DESIGN MANUAL
HEIGHT. F.ABBREVIATIONS: 9. SCREENROOFTYPE: N/A Services, Inc.
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED 10. SOLID ROOF TYPE 3"X48"X.024 COMPOSITE PANEL ROOF FL 2291 OR EQUIV. 6272 Abbott Station Drive Unit 101
C.ALUMINUM: TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT Zephyrhills,fi.33542
Phone:(813)788-5314
1. ALL STRUCTURAL ALUMINUM SHALL CON]�ORM TO THE TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. Fax:1-(866)-824-7894
MINIMUM REQUIREMENTS OF 6005-T5 FOR LLOYWITHA 1.TYP--TYPICAL
MINIMUM THICKNESS OF 0.040"FOR SUPPO��TING MEMBERS. 2. SIM--SIMILAR ALUMINUM STRUCTURAL MEMBERS. Email:erb@fbcplans.com
2. WHERE KICK PLATES ARE USED A MINIMUT 4 THICKNESS OF 3. UON--UNLESS OTHERWISE NOTED Website:www.fbcplans.com
0.024"SHALL APPLY. 4. CONT--CONTINUOUS HOLLOW SECTIONS C.O.A.-#29054
3. STRUCTURAL ALUMINUM DESIGN CONFOR qS TO"PART 1-A- S.VIE--VERIFY IN FIELD 2 x 2:---------------------------------------2"x 2"x 0.046"
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE DATE: 01-06-2015
STRESS DESIGN"OR"PART 1-13-SPECIFICA1 IONS FOR G.RESPONSIBILITY: 3 x 2:---------------------------------------3"x 2"x 0.050"
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 1.ALL SITE WORK SHALL BE PERFORMED BYA LICENSED 2 x 3:---------------------------------------2"X 3"x 0.050" DRAWN BY:
FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 2005 CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"x 0.070"
PREPARED BY THE ALUMINUM ASSOCIATIC N, CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2"x 4"x 0.050" REVISION: DATE:
INC.WASHINGTON D.C.THE 2010 FLORIDA BUILDING CODE 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 2 x 5:---------------------------------------2"X 5"X 0.0so"
WITH 2009 SUPPLEMENTS(CHAPTER 16 STRUCTURAL DESIGN NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN
&CHAPTER 20 ALUMINUM). DRAWINGS,FABRICATED ITEMS,ORACTUAL FIELD RO 1
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR CONDITIONS. OPEN BACK SECTIONS RO 2
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 x 2:----------------------------------------V x 2"x 0.040" RO 3
SEPARATION. 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BYTHE 1 x 3:----------------------------------------I"x 3"x 0.045"
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS CONTRACTOR.
THAN#10 SMS 6"FROM THE ENDS AND 12"(IN CENTER,IF 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED R04
USING#12 SPACING MAY BE 24"ON CENTER ON INFORMATION PROVIDED BY THE CONTRACTORAND SNAP SECTIONS
6. VINYL/ACRYLIC/GLASS PANELS SHALL BE I�EMOVABLE.THEY MANUFACTURER. 2 x 2 Snap:------------------------ ---------2"x 2"x 0.045"
SHALL BE IDENTIFIED WITH A DECAL ESSEI 4TIALLY STATING 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 2 x 3 Snap----------------------------------2"x 3"x 0.050"
"REMOVABLE PANEL SHALL BE REMOVED'I nEEN WIND LICENSED P.E.IN ACCORDANCE WITH STANDARD PROJECT ADDRESS:
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS ENGINEERING PRACTICES. 2 x 4 Snap:---------------------------------2"x 4"x 0.045"
VISIBLE WHEN PANEL IS INSTALLED. VALDERRAMA
(ACRYLfC/GLASS WfNDBREAKERS INGLUDED) H.MISCELLANEOUS: SELF MATING (SM13) 751 PARADISE LANE
I.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2x4SMB:---------------------- 2"x 4"x 0.044"x 0.100" ATLANTIC BEACH,FL.32223
D.FASTENERS: MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME.IF 2x5SMB:---------------------- 2"x 5"x 0.050"x 0.118"
1. ALL LAG BOLTS SHALL CONFORM TO STAD LESS STEEL TYPE THE EXISTING STRUCTURE IS ONE OF THESE,A SEPARATE 4TH 2x6SMB:---------------------- 2"x 6"x 0.050"x 0.120"
300 18-8,WITH STANDARD FLAT WASHER U�LESS WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO 2x7SMB:---------------------- 2"x 7"x 0.057"x 0.120" CONTRACTOR:
MANUFACTURER GALVANIZES BOLTS SPEC TIES FOR USE ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED
WITH ACQ PRESSURE TREATED WOOD. HOME. 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224" M.DAIGLE AND SONS CONST.
2. HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2x9SMB:---------------------- 2"x 9"x 0.072"x 0.224"
FLAT WASHERS AND NUTS. ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374"
3. ALL CONCRETE SCREWS SHALL BE,SIMPSO 4,HILTI,RAWL, BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE
TAPCON,REDHEAD,DYNABOLT,OR APPROTED EQUAL. R 4101.17 IN ITS ENTIRETY. NOTES
4.ALL METAL TIES AND ASSOCIATED ACCESS)RIES SHALL BE 3.EMERGENCY ESCAPE&RESCUE OPENING PER FBC R3 10.1
SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL
S - 1
BREAK FORM HEADER OR
RECEIVING CHANNEL WHERE ATTACIIINGTO
T'X12"RISER PAN PANEL
USE#IOX314-SMS 2-FROM EDGE
I HEREBY CERTIFY THAT I HAVE REVIEWED
EDGE&@ T D.C. BEAM IS THIS PLAN AND FOUND IT TO BE IN
#10SMSATEA HRISER W/1-1/4 IFIVASHRR THE SIZE AS UPRIGHT EXISTING MASONRY
FOR PAN OR#1 SMS@ B"COMPOSITE WALL GROUTED COMPLIANCE WITH ASCE7.10, &FBC 2010
B"D.C.FOR COM'OSITE PANEL #10 X 4"SMS ROOF PANEL SOLID WITH 2013 SUPPLEMENT.
1-1/4 NEOPRENE @ CONNECTION
4 —SOLID ROOF WASHER @ B"B.C.PER----\ 00
PANEL
00
n_�n inn�'!i-;n
4 n n n 1/4"0 X 2-3/4"EMBEDMENT
MASONRY SCREW 3"FROM
2 END&@ 24"D.C.
Ir
4 X_END BEAM
(SEE SHEET 3-2 FOR SIZE)
SMB/PATIO BEAM
#10 SMS @ Irl O.0 1'X 2"OPEN BACKATTACHEU (SEE SHEET FOR T'x2"x 1/8"x BEAM DEPTH"
FOR COMPOSITE'ANEL 10 1 Y,SMS&To TO POST�1(2) SIZE)
, 0 10 X I EDGE BEAM�/ RECEIVING CHANNEL
(2)#10 SCREWS PER 1 SMS 12"O.c. W/(1)1/4"x 3"CONCRETE
WIDTH CONNECTING #1OX T'INTO ANCHORINTOWALL& 1"XZ"OPEN BACK
PAN TO HEADER(BOT-OM SCREW B DSS
ORBACKOFPAN) FOR WOOD ATTACHMENT (4)#12 x 3/4"SMS EACH
USE 1/4"LAG SCREWS IN SIDE INTO BEAM
(2)1/4"MASONRYANCHORS PLACE OF MASONRYANCHORS .........
NOTE:WHEN ATTACHING TO WOOD STRUCTURES,WOOD LAG SCREW
PER 12"WIDTH CONNECTING ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENT AS THAT
HEADER OR CHANNEL TO HOST. 2X._SMB/PATIO UPRIGHT OF MASONRY ANCHOR SCREWS.
(SEESHEETFOR
ROOF PANEL TO WALL-CONNECTION ETAILS SIZE) rS_2*� END BEAM TO HOS PROFESSIONAL ENGINEER SEAL
SCADE.NTS �..STRUCTURE DETAIL
SCAL S
ROOF PANELTO EDGE BEAM CONNECTION DETAIL ENGINEER OF RECORD
- SCALE:NTS E David W. Smith P.E.
UPRIGHT FLORIDA LICENSE NUMBER:53608
— SECONDARY ANGLE MIN
3/8"0 (4 #IOX3/4"SMS 0.125"THICK(NOT
FASTEN NG SECONDARY REQUIRED FOR 2X3
Column Concrete Screw ANGLE I D COLUMN(Typ\ MEMBER) EThomas L. Hanson P.E.
Size Anchor EACH SIDE) HINGE LOCATION— FLORIDA LICENSE NUMBER:38654
Mi;Spa PRIMARY 2"X 2"
2x3 (B)-3/8"0 Cop CRETE SCREW X 0.125"ANGLE
'A
31 S
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EF R W IDA TA H �EN
0 00 T C M T
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3 OF AS'NRYAN'...
2x4 ANCHOR INI 0 SECONDARY (2)#10 X 3/4"SMS FASTENING 2"x 2"EXTRUSION—
2x5 1 3" ANCLE(TYP El LCH SIDE)(SEE COLUMN TO PRIMARY ANGLE
2x6 'L 0 (TYP EACH SIDE) 2"x 2"EXTRUSION EMark Ronald Dunn, Jr.
1 4" TABLE) 0 0
2x7 1 5" 0 1"X 2"BASE MEMBER P.E.
2x8 2 3" . - (TYP EACH SIDE) HINGE LOCATION— DOOR
Sp FLORIDA LICENSE NUMBER:73968
2x9 2 4" ANCHORSPA
is EE T
2xlO (M N) )(SEE TA (1)-3/8"0 CONCRETE SCREW
.(TYP B LI) .'4 ANCHOR INTO PRIMARY
ANGLE AND @ 1/4"0 CONCRETE E Joel Falardeau P.E.
3"(MIN) SCREWANCHOR@ FLORIDA LICENSE NUMBER:70667
24"D.C.BETWEEN COLUMNS
NOTES: (TYP EACH SIDE) FBC Plans &Engineering
1.NUMBER OFANCHORS"B"IS EACH SIDE INTO THE SECONDARY ANGLE AND DOES NOT INCLUDE THEANCHOR
INTO THE 1X2. HINGE LOCATION— Services, Inc.
2.MINIMUM EMBEDMEI\T OFANCHORS INTO CONCRETE FOOTING SHALL BE 2-3/4"ATATALL UPRIGHT
LOCATIONS.ALL SCREW�ENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FORREQUIRED 6272 Abbott Station Drive Unit 101
EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER DECK IS PRESENT. Zephyrhills,fl.33542
3.CONCRETE SCREWANCHOR DESIGNS ARE BASED ON ITW RED HEAD 0 LOT 3/8"0 STAINLESS STEEL CONCRETE NOTES: Phone:(813)788-5314
Fax:1-(866)-824-7894
SCREW.OTHERSIZE OR]YPE OFANCHORS SHALL NOT BE USED. 1. HINGES SHALL BE ATTACHED TO STRUCTURE W1(4)#10 x3/4"SMS MINIMUM. Email:erb@fbcplans.com
4.2X3W/1X2 CORNER PC ST SHALL REQUIRE SAME BASE CONNECTIONS AS 2X4 SHOWN IN TABLE. 2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2)HINGES MINIMUM. Website:www.fbcplans.com
3. HINGES SHALL BE ATTACHED TO DOOR WITH(4)#10 x 3/4"SMS. FASTEN A C.O.A.-#29054
POST OR SMB CONCRETE BASE CONNECTION 1"x 2"x 0.044"TO UPRIGHT W/#12 x 1-1/2"SMS 0 12"O.C.AND WITHIN 3"FROM
(NOTE:CONNhUl IUN SHALL BE USED FOR TOP&B TTOM WHEN APPLICABLE) END OF THE UPRIGHT. DRAWN BY:
%)G COLUMN OR POST CONCRETE BASE OR LEDGER CONNECTION
--TSCMALE:�N. TYPICAL SCREEN DOOR CONNECTION DETAIL
S-3 SCALE:NTS REVISION: DATE:
POUR KO BLOCK W/3,000 FS1 RO 1
GROUT-FILL ALL CORNERS AND LUMINUM FRAME
S-REEN WALL
@ EVERY 48"AND ALL CELLS RO 2
UNDER POSTS W/(1)#5 BAR <NOCKOUTBLOCK
W/S"HOOK. �_CONCRETE PAD LEVEL 7 RO 3
_1/4"O Z"-1/1 IVIASONRYANCHOR RO 4
IF WOOD SUBSTITUTE IDENTICAL OPTION#1
GRADE WOOD SCREW OR LAG 6"FROM
TOP&BOTTOM&(E)24"D.C.
#5 x 12"BARS 24"D.C.6" (4)#10 x 1 Y2"SMS
I R E
NOCN
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#5
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EMBED EPDXY TO ,�—I'12"OPEN BACK INTO SCREW BOSSES PROJECT ADDRESS:
EXISTING CONCRETE SLAB VALDERRAMA
CONTRACTOR TO ENSURE PROPER
S SOIL COM,
OIL COMPACTION OF 1500 PSI 751 PARADISE LANE
A-
C.0 L P, 2'12"OR 2'13" ALUMINUM INTERNAL ATLANTIC BEACH,FL.32223
CMU WALL PERASTM 64 j .16-
0 T,
MEMBER CIREl RNALRECEIVING
("N")#5 BARS CONT25" CHANN EL W/(4)#10 X 3/4"
TO I,
—LAP @ JOINTS ON T' I"X2"OPEN BACK IN NTO BEAM OR
7
KNEE WALL TABLE CHAIRS UPRIGHT,(2)#12X 3/4"EA� CONTRACTOR:
LE,
INTO GIRT OR PURLIN-
H W N #10xl-1/2"SMSMIN 062"ANGLE CLIPS w/(2) M.DAIGLE AND SONS CONST,
2x3/4"SMS EA LEG)
THRU SCREW BOSS OF
1"X2"OPEN BACK
-9)H 1 OPEN BACK TO HOST STRUCTURE DETAIL UPRIGHT OR BEAM-SNAP
OR SELF MATING OR
1_�-�3 5CALE:NTS HOLLOW DETAILS
STEMWALLFOOTIN FORSCI CHAIR RAIL CONNECTION
�94 �GC EENED ENCLOSURES
CS,