349 3RD ST SCREENED ENCLOSURE CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
-5814
INSPECTION PHONE LINE 247
RESIDENTIAL ADDITION
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
JOB INFORMATION:
Job ID: 15-SCRN-789
Job Type: SCREENED ENCLOSURE
Description: SCREEN POOL ENCLOSURE COMPOSITE ROOF
Estimated Value: $19,000.00
Issue Date: 4/17/2015
Expiration Date: 10/14/2015
PROPERTY ADDRESS:
Address: 349 3RD ST
RE Number: 169823-0000
PROPERTY OWNER:
Name: HOFFMAN, DAVID A
Address: 349 3RD ST
GENERAL CONTRACTOR INFORMATION:
Name: IMPACT ENCLOSURES INC
Address: 139 SOLANO CAY CIR RYAN HAMMERS
Phone: - -
PERMIT INFORMATION:
FEES:
PLAN CHECK FEES $72.50
BUILDING PERMIT FEE $145.00
STATE DCA SURCHARGE $2.18
STATE DBPR SURCHARGE $2.18
Total Payments: $221.86
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
FILE COPY 800 Seminole Road, Atlantic Beach, FL 32233
Office (904)247-5826 Fax (904)247-5845 FVAPR 06 7
Job Address: N9 S"� &r Permit
Legal Description 17,16 llcas _a�F_ Parcel#
XCL r lodr Aiea o9sq.Ft. q�r'
Valuation of Work$ /9_,0(-20. Proposed Work heated1conled 3n n-heated/cooled
Class of Work(circle one): N<��Alteration Repair Move Demolition pool/spa window/door
Use of existing/pro sed structure(j)(circle one): Commercial Residential
If an existing strucf:lre,is a fire sprinkler system installed?(Circle one): Yes No N/A
Florida P�oduct Approval # FL �s 6 /
For multiple products use product approval form
Describe in detail the type of work to be performed: I A i A t
Property Owner Information:
Name: rk Address:
city "In
Stat4-�,Zip 3�2�Phone
E-Mail or Fax#(Optional) _&1r-'frce Inapq for, j ry) MW c f G J/ ca-,--vi
Contractor Information: (Z
P" -I Qualifying Agent: GA
Compan Name Im 97,0'*,
AddreslO 7 till— I City3lk&&,j Sta- Zip-1-422S-2)
ofrice Job Site/Contact Number Fax
State Certification/Registration#
Architect Name&Phone#
Engineer's Name&Phone# f40-7 T 5_)L0%- -33,0(3
Fee Simple Title Holder Name and Address
Bonding Company Name and Address
Mortgage Lender Name and Address
A a e e de b a a ermit to do the work and installations as indicated I certify that no work or installation has commencedprior to the
11 be pe?)Q)rmed to meet the standards ofall laws regulating construction in thisjurisdiction. This permit becomes null
pp'ic c'io i s h r by ma th to 0 p
issuan e o a ermit and at all work wi
nd rk s ot com 'n ed thin six(6)months, or i(construction or work is suspended or abandonedfor a period ofsix months at any time after
p
a 'id f . I"T rs c w' Work,Plumbing,Si_ns, Wel ,Po Is, urn Boile , H
",'is c E0 ie 7 t t s 9��
k 0 ec d de tand ha eparate permits must be securedfor Electrical g Is 6 J aces is eaiers,
Tanks and Air Congdoners,e1c.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
I herelb certify that I have read and examined thl*s oplication and know the same to be true and correct. All provisions oflaws and ordinances governing this
r
work will be co�nplied with whethe sreci7ied herein or not. The granting of a permit does not presume to give authority to violate or cancel the
provisions ofany otherfederal,�tate, or local aw regulating construction or the peFfo�mance ofconstruction.
Signature of Owner Signature of Contractor
Print Name Print Name 9,,an ctmlnerr
Ifto*. 02N.................................................... ....... ..................................................I........................................................................
SN�orn td and subscribed before me Sworn to and subscrib d�fbre me
I Day of Ry9(1, 1 .20 1,�, this 9�' Da 20 k)
�1Z 1
R'LDay of A, y
A
14416 APPI
ry Public ";�Jky P6�111
Notary Public ate F 867058
Of
My Comm.Expires May 26,2015 M C E.pi'es
rk W e v I
Commission# EE 97846 gul;W2017
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Bonded Through National Notary r]ss
St of 10
tary Public blic "'S Commission#EE
State of Florida
i"'May 26,2 .444
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:Na:tonata A n5
FILF COPY
AFFIDAVIT FOR ATTACHING A NEW STRUCTURE TO AN EXISTING STRUCTURE
TO: Building Inspection Department, ity of antic Beach, 800 Seminole Road
Home Owner':
Name
,�tc
City. State and Zip Code
Contractor:
1AC1
PermitNumber /5--
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
members 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 will be recorded as an official record with the Building Inspection
Department permit history o that any and all future buyers/owners of this property may be made
aware of the stat o o ed on this structure.
that a
t ypeh t 0
e st rmit isto7 0
Signed_ at -of -0 ----Date—L/
Before me is day of GREGG LANEY
f I loric Con1mission# EE 867058
In the County f D val, State�of�Florida,has personally appeared i�� z My Co-mission Expires
4011
1,41.0 January 22, 2017
All
'4nr) hlckrn frlor.� herein by himself/herself and
Affirrfiis all statements an eclarations herein are true and accurate.
Notary Pub] rg�Xate of County of
Personal nown %/' or Produced Identification
ID Type
F:build ing/affidavit for attaching a new structure to an existing structure.docx 7/21/09
HOMEOWNER SUNROOM ENCLOSURE AFFIDAVIT FILE COPY
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
sunroorn 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 they make changes to the sunroom
which could include, but not be limited to, addition of any form of temperature control system or removal of the
doors/windows separating the sunroom from the host structure, the room may become non-compliant with the
requirements as mandated by the Florida Building Code, the Florida Model Energy Code and State Statutes.
OWNER
I have read this complete form and understand I am re v, acate
gory-j—Sunroom.(I-V)
Pnmed Name ddress-341 _�H Ac-Aqn�
Signed: Date: -3 iS
Before me this day Of �-rlz) 'k�15
JPA-\1 i�D �jc r—FW 4-d in the County of Duval.State of Florida.has personally appeared
statements and declarations herein are true and accurate. herein by himself/herself and affirms all
Notary Public at Large,State of_ELe,it;T>.l County of p ALBERT MORENO
stateoi Florida
Personally Kaown 0 or Pi oduced Iduiairi atio
ID Typ�__1:14 yS L'V A 5
m G,�nm.Expiles may 26,2015
commission #EE P_n6
--y
_�unroom and Screen Enclosure eawttwm
Category IV V
Habitable Spa e N I o un r No No Yes Yes
No
Foundatio Walls <200plf Walls <200plf Walls <200plf can Walls <200plf Walls <200plf can
can have can have have 8"Wx12"D ftg can have have 8"Wx12"D ftg
8"Wxl 2"D ftg or 8"Wx12"D ftg or or 3-1/2" slab if no 8"Wxl2"D ftg
3 1 1
3-1/2"slab if na 3-1/2"slab if no concentrated load
If
concentrateo/ concentrated >7501b
load:>7 load >7501b
Existing exterior --Rielocate to Relocate to Relocate to Relocate to Relocate to
GFI Breaker exterior if exterior if exterior if enclosed exterior if exterior if enclosed
enclosed enclosed enclosed
Exit Lighting Not Required Required Required Required Required
interior Electric Not Required Not Required Not Rewired Required Required
Outlets — ____ffgress and Exit Egress and Exit Egress and Egress and Exit
Emergency Egress from
Escape exist. structure must meet code must meet code. Exit must meet must meet code.
Openings allowed if open to code.
atmosphere and
has screen door
leading away
from residence.
Misc. Window Host structure Windows must Windows may be Host structure Host structure
and Door windows/doors be removable fixed or windows & windows & doors
Requirements shall not be Host structure removable, Host doors shall not may be removed.
removed. windows/doors structure windows be removed, Forced entry, air
shall not be and doors shall not Forced entry, leakage and water
removed. be removed. air leakage penetration
Forced entry, air and water requirements
leakage and water penetration apply.
penetration requirements
requirements apply.
apply.
Wind Borne I Required, Required, car, be
Debris Opening Not Required if unless built on host structure,
Protection Not Required Not Required host structure is underan if built under
protected existing roof existing roof
f Energy Sheets Not Required Not Required Not Required Required Required
ALUMINUMS. CREEN DESIGN
- _..........
EMNNASDA1um.z-urn
-Plan Types: FILE COPY
F1 Screen Room REVIEWED FOR CODE COMPLIANCE
7t/ Pool Screen/Cage CITY OF ATLANTIC BEACH
El Car Port SEE PERMITS FOR ADDITIONAL
7 Patio Cover REQUIREMENTS AND CONDITIONS
Other:
F* Hoff man 3/30/15
,Reference. Ne evision,E] Date:
*Project Address:349 3rd St.
*City:Atlantic Beach, IFIL 32233
*Contractor Name: Impact Enclosures
'Address: 207 20th St N Unit A
"City: Jacksonville Beach, FIL
*Zip Code: 32250
*Phone/Fax: 904 508 5581
*Email: laney.impact(?�gmail.com
'Choose One: Mail [&/] Pick Up F� Fed Ex,F] 4 -No of Copies
*(For FedEx option go to w-ww. �,iluminLIM.I;creeti(if,�,i,7n. com and provide FedEx account #)
Payment: C heck F-]C red it Card 41 V'I
*(For Credit Card option go to w-%,w.atumitiumst.,t-(�endesign- com to pay by credit card)
Engineering prepared by:
mm§ASD
Engineer: Michael Thompson, MSc.P.E.(P.E.#47509)
5200 Vineland Road- Suite 250 Oirando, FL 32811
Off 407-529-3300 Ceil 407-721-2292
Project Manager-, Paul Thomas 38"79-9504 Fax 888-923-8181
Ema;l aluminumscreendesignrWyahoo com
Website- www.aluminumscreendesign.com CA#30930
ALLIMINUNA -SCREEN LASGhl
MMASDA I u rn 1- 7-co n
41 A e f ili
A,- Uftimate Wind Speed (mph):120 Exposed Category: C Risk Category: I
Screen Room:
Insulated [-] Pan Roof
Fascia F-1 Wall: Block F� Conventional
Uprights —X Top Plate —X Kick Plate
Pool Screen/Cage :
Dome 7 GableF� Mansard Fv�
Gutter-R] Wall: Block F� Conventional F-1
Beams 2 X6 Uprights 2 X5 Purlin 2 X2
Car Port:
lnsulated-� PanF-1
FasciaF� Wall: Block F� Conventional F-1
Beams —X Post X
Patio Cover: .
Insulated F] PanEl
Fascia F� Wall: BlockE1 Conventional F-1
Beams —X Post X
Concrete:
ExistingE-1 New: 4"Slabo PierE] Ribbon Footer X Pavers F�
Other:
Attaching to wood deck. Need details for 12"xl 2" Footing for perimeter and spot footer for YxT
Notei In the event that there is a conflictoAth the design plans and the general notes and design standard,the contractor shall utilize
the more stringent dimensions and member sizes pnor to ordering materials,fabrication and/or construction between the plans and
the general notes and design standard.
mMMASD ALUMINUM SCREE N DESI I GN
General Notes & Design 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.
Desien Codes:
Florida Building Code 20 10
Aluminum Design Manual 2010
ASCE 7-10
Desizn Loads:
Pursuant to FBC Chapters 16&20
Ultimate Wind: -120 MPH (FBC Table 2002.4)
Risk Category:-See attach site specific plan sheet(FBC Table 1604.5)
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.
Desizn 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:
Applicable only when unsuitable soils are encountered.
When unsuitable soils are encountered as specified bearing strata,notify owner's representative/engineer.
Soil bearing capacity—2,000 psf Minimum
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 pef
Internal angle of friction=30 degrees
Coeff.Of friction between footing and soil=0.5
5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F)407-529-3310
www.aluminumscreendesign.com
=MASD ALUM1W."A SCREF I N 01-StGN
Structural Aluminum:
Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum
design.
All aluminum shall be 6005-T5(E= 10,000 ksi;Fy=35 ksi)with a minimum wall thickness of 0.046"
Splicing prohibited without prior approval as to location and type.
Burning of holes in aluminum members is prohibited.Any member with burned holes must be replaced.
Aluminum Protection:
Shall be pursuant FBC 2003.8.4. Aluminum surfaces in contact with dissimilar materials, lime-mortar, concrete,or
other masonry materials, shall be protected with powder coated or ESP paint or alkali-resistant coatings, such as
heavy-bodied bituminous paint or water-white methacrylate lacquer.
Screws:
Aluminum self-tapping screws shall conform to ASME B 18.6.4 specification.
Self—tapping screws shall meet the requirements of ADM J.5
Maximum fastener spacing shall not exceed(3+20t)where"t"is the member thickness in inches.
For roofing and siding connection, use minimum#12 screws for end and side laps spaced at 12" max for side lap
and end lap fasteners shall be no more than 2"from the end of overlapping sheets.
Bolts:
Bolts and other fasteners shall be aluminum, stainless steel, hot-dip or electro-galvanized steel. Double cadmium
plated steel bolts may also be used.Bolt holes diameter shall not exceed 1/16"larger than the bolt diameter and shall
be spaced at a minimum of 2.5 times the bolt diameter with minimum edge distance of 1.5 times the bolt diameter.
Bolts shall meet the requirements of ADM J.3
Chair Rails,Purlins&Wind Brace:
Chair rails, purlins and wind brace shall conform with the below maximum span length. If the event contractor's
specific site plan conflict with the below recommended length, the contractor shall utilize the more stringent
dimensions and member sizes prior to ordering materials,fabrication and/or construction.
Wind Speed=120 MPH
2x2ChairRail=T-0" 2x2Purlins=7'-6" 2x2WindBrace=4'-Y 2 x3 (0.125)Wind Brace= 10'-0"
2x3ChairRail=9'-6" 2x3Purlins=9'-6" 2x3WindBrace=7'-9" 2x4WindBrace= I0'-0"
Concrete
Conform to ACI 318,latest edition and ACI 301
Compressive Ultimate Strength(Minimum at 28 days)shall be 3000 psi
Exposed chamfer edges shall be 3/4"
Reinforcine Steel:
Conform to ACI 318 and 315,Latest edition
All reinforcement steel shall be ASTM A615 Grade 60.
Smooth dowels&ties shall be ASTM A 185
Welded Wire Fabric shall be ASTM A185 or A82(Flat sheet).
Deformed bar anchors shall be ASTM A496,Grade 70
Cover: Footing 3"
Washer:
Washers shall be used under bolt heads and under nuts.
Hole Alienment:
Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal. All chips
and foreign matter between contacting surfaces shall be removed before assembly.
5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F)407-529-3310
www.aluminumscreendesign.com
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City of Atlan-dc G`,eacii
Building Departmenii- APPLICATION NUMBER
800 Seminole Road (To bp a qigned�k�th�juilding Depart nt-
Atlantic Beach, Florida 32233-5445 do
Phone(904) -247,5826 - Fax(()04)247 r,845
E-mail: building-dept@coab.us
Da
Cityweb-site httP'//ww%A,.coab.Lis te routed:
APPUCATON REV�Er/V A MirO, TRACKN G-
7 FORPR/i
Q artrne�nt review r-ell"red No
lanning &Zonin
I iee 7-kamin'strator
RX k-OW-4*- #*-J) Publ
Public UbFit—ies --
Public Safety
Fire Services
Reviewfee Dept Signature
Other Agency Review or Permit Required Review or Receipt
Florida Dept. of Environmental Protection f Permit Verified By Date
Florida Dept.of Transportation
St. Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLIr
---..- .,ATl0N_STAT_US
Reviewing Depariment First Review: R?Approved. F-]Denied-
(Circle one.) ("omments:
BUILDING
'menl
"o
rs
R
me
e
v
PLANNING &ZON41NGT' I
Reviewed by:
TREE ADIMIN. Date.
S Second Re
econd Review: DApproved as revised. 0De i e d.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date----
FIRE SERVICES Third Review: [JApproved as revised. []Denied.
Comments:
Reviewed by: Date:
-�visad 07/27/10
City of Atlantic Seach
APPLICATIOI� NUMBER
Building Department
(To be a. '
800 Serninole Road qIgned by the Uilding Depat
nt.
Atlantic Beach, Florida 32233-b445
Phone(904)24?,5826 - FIAX(90/1 2.17 ',-R4!-,
E-mail- building-dept@_Coab.us
City web-site Date i'outed
httP/Atit""coab.t is
APPUC AMON REV�EW AND TRACKONG FOURM/i
Address. Q
euartmeni review required Yes NO
incL3
Appigicant: 701'Y'V21artaw-T 10
- -------- an
Q a
�C"
e,lan in�
,171ministrator
F M- oo _��UblicWVorks
P�b
Public Safety
F e_§ vices
ir �: ervici
17�evievv -f-ee Dept, Signature
Other Agency Review or Permit Required Re i or Receipt
Florida Dept. of Environmental Protection of P it Verified By Date
Florida Dept. of Transportation
_�t_ Johns�River WaterMa ent District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other
APPLICATION STATUS
f-'�eViewing Department First Review: KApproved. FIDenied
(Circle one.) Comments:
BUILDING
PLANNING &ZONING
Reviewed by:
TREE ADMIN.
Second Review:
[]Denied.
DAPProved as revised.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by.
Date-
FIRE SERVICES Third Reviei!ir: DApproved as revised- OlDenied.
Reviewed by: Date:
,isad'07/27/10